20110041 Ver 1_Site Plan_20110128

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f NOTES: C 1. T}IE NEW PROPERTY ACQUISITION (CITY OF GOLDSBORO) IS TRACT 15 - DB 2$04, PG 535 UP TO 30" RCP CULVERT CROSSING. JERT CROSSING.
tE) AFTER 30' CULVERT CROSSING, PROPERTY ACQUISITION 1S TRACT 11 - DB 2805, PG 032. REMOVE AND REPLACE EX. PAVEMENT IN SHADED AREA 2. ALL CLEARING AND GRUBBING FOR THE WOODED AREAS SHALL BE HAULED AND DISPOSED OF OFF-SITE.
1 _ _ _ T N 3. LIMITS OF CONSTRUCTION SHALL EXTEND 25' DOWNSTREAM OF NEW DROP INLET ~2, FOR FULL WIDTH TO EDGE OF PROPERTY ACI 7 FROM NCDOT RIGHT OF WAY TO TURN FOR ABC S 0 ED )F PROPERTY ACQUISITION,
GRAVEL ROAD THEN LIMITS SHALL ADJUST TO LOCATION OF SILT FENCING SHOWN. { 4. ALL AREAS WITHIN THE °PROPERTY ACQUSITION° LAND THAT ARE NOT SCHEDULED FOR ABC STONE, RIP RAP, OR ARE EXISTING R ARE EXISTING
I WATER WAYS SHALL BE PROTECTED W1TH EROSION CONTROL MATTING PER DETAIL ~6, PLAN SHEET X12.
5. SEE DETAIL ~1, PLAN SHEET #12 FOR CONSTRUCTION SEQUENCE. /I
a 6. SEE DETAIL ~2, PLAN SHEET #13 FOR STORMWATER DETENTION HEADWALL DETAIL.
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! N ~ N + 0 5 J >
M ~ 1~ryo ~1 CONST. LIMITS BEGIN ( X' ~ ,~ti~ ~ 12 to ~ LIMITS OF CONST. WITHIN PROPERTY ACQUISI110N TEMP SILT FENCE ~
+ ~ LIMITS OF CONST. W1TH1N PROPERTY ACQUISITION AT STA 78+00 EOP 8 INV. EL + ~''h~66°'
( ~ / ~ , o~ 6 EAS MENT 12 ; ~ ~ 10'"~ i+,~o9 UP TO TEMP. SILT FENCING, EXCEPT AT CULVERT TO E ) I ~ ~ ~ , / +1 ROSSIN SHA X N O
NEW SECURITY GATE ( ~ ~ ~ ~ C G LIMITS LL E TE D 10 EACH SIDE OF N ~ x ,~`1 ~9 1 CULVERT UP TO PROPERTY ACQUISITION LIMITS. LIMITS OF CONST. FOLLOW ` NEW 12' WIDE GRAVEL ACCESS ROAD
M + RNPN a gIR~Er °~Q ' , i a/ °B 424 S TEMP. SILT FENCE SHALL BE EXTENDED ACROSS o e 12 SILT FENCE THIS SIDE OF ROAD t PROPERTY AC(A}I~~~ . 3TR
,,ti NEW CULVERT PIPE UPON INSTALLATION (AS SHOWN). J) 42'-NEW 30n RCP E 212695
i / t / ~ P. SiLT FENCE INV. EL. 729.41 OECR6E E NODgN 9~ / ' 60'-TEMP. 12" CMP FOR INV. EL 127.38 (?N) i 2sR 5 ACCESS TO STORAGE SITE INV. EL 127.13 (OUT 13069 J 5
OB 418 PG 37 a0+ i •~1 NEW 12' WIDE GRAVEL ACCESS ROAD _ ~o- ~ /`i ` ~ o, WV. EL. 129.00 Q 60 LF 20 STEEL CASING PIPE INSTALLED BY DRY BORING ~,~s ~ + ~ 1,, B PoP RAP oN Ex. aT~H TEMF
~g y2 ~ + 5 L=1o, M~9'. iH=23~ ! AND JACKING WITH 60 LF - 8 MJDIP SEWER FORCE MAIN + ~ 130.63 TEMP. ALT FENCE Ex. DiTCt; iC£ t 6
INV. EL 129.05 {I ry0 7 O 130.72 ~ 130.83 130.36 I CK.O ,~g g' + 1 x ~1,.. x x x 0 ~ ` 129.29 30.36 x130.56 x130.74 14 37.R `X30.88 ,29.76 x129.38 8 ~
5 ~ ~0~ ~ ~S 130.67 729.11 ~ 129.63 129.54 x130.13 I ; ~ INV. EL. 128.70,__~T~g~. , x x 30.13 x13D.36 ~ t x130.77 ~ DAM 25'R ~ / x13.4 ~ x130.32 1 6, x 130.70 ~
I 7 ~ C (Nm - - -PROPERTY- X4000 _ N -~-r2e.2z _ --~~r~2~-- - 1 36 ~ 0~` - ~ n128.1~~ Bl#B<r- ~ - ---81+00 ~ - ~-128.17 - - - -~f27~~' p0, NEW 15' INGRESS, EGRESS EASEMENT _ 13627 _ _ -x118 la - 127.91 137:96` 00 ,28.02 _ ~__.*_2 _ W -~t36.9 x,29.92 67+0______
7RACi 9 - ~ 2805, PG 35 x~3j0 ,-x---~~- --~--~E--~--x--?~--~t - --~---~c--~--~--~-=>F"r3~:v~x x- ~ =x- ~---~c- x- it x -'Eiso:ss~` t-: 1309 I`50.59`- E-'f---3f-~:--vE---~F ~y--3~-3E--~E---X ~-3E-. -#---#k-ii'3~ , \ / i2 .93- 04
I x,3~ 08 x13, a5 .'a ~ - ~ p EX. PRIVATE INGRESS, EGRESS, ~5 _ : 2 130.28 730.14 130.41 130.61 \ 130.67 130.61 13D.75 131.16 ~ \ /131; 32~ :~V1 ,30.D6 ~
I & REGRESS EAST:6AENT ba ~ ,z. tip (HATCHED AREA) 4N/- tyz,-' ~ --a.. x - _ ~ \ ~\~,%~~,o. 13D89 8~ MJDI p
o DB 1124 PAGE 620 / - - ~ ~i•/ ~ 7 ~ ~ ~'f L -130.79 1 .44 1 0.35 130. 130. ' y PROPERTY ACQl11SITI0N ~ IZ ~ ? , .9, \ i - ,3,.27/ ,;/'~~J,3~,i \ ~ ~ 22.5' BEND ,2zs9 O o
, ~ 4 Nw NW ~ ,;j3,. a 3 , ~ ~ ~ " f<~ ~ NEW DI 2 2.5 HIGH GRATE) 24 -NEW 1 ' R °Ahi \ , DAM r~\ ~ ! V A \ r~ Ai A V V A
S'R A2 = ,%t 7 7 ~ m ,31• ~ ti~ ~ TOP EL. 131.43 5 5 , \ r i i \ II
~ ~ ~o i lNV. EL. 127.75 (1N) I INV. EL 128.89 12 ~ 1 INV. EL. 127.65 (OUT} \ \ ` BEGIN NEW SURVEY CENTERLINE i \ \ \ L n / i ` \ \ ~ 7 / \ \ \ ~ \ , 8 MJDI, i w r , ALJGNMENT B-B FOR RE-ROUTINGi ~ , ~ m ~ II
^ b IX' ,3 ~ - : 19 ! INV. EL 128.89 (EX. 15 RCP) TEMP. ALT FENCE , y BOX ROW 18» / / r ~ i 5 ~c\~,I - ~ ~ \OF NEW ACCESS RD. AAA SEWER //\~,k ~ `22.5' BEND` W ' 1.~ /,\.FOftCE MAIN (AT TURN FROM ~ ; % ' t FUTURE \ \ / ~ ~ 12 \ \ ` ,SURVEY CENTERLINE AU(~JMENT:\\\\ r~\~ fi,~~ \ \ ~ W ~j ^
O ~ - , , f ~ , MtiN 45 BEND ~ 3 4 { toy ~ ~ PsE (FUTURE) NEW DI #1 (4 HIGH GRATE) t~~) „ n TEMP. SILT FENCE O`i"~,`., ~ A-A -STA 85+30.66) \ ~ .i i\ \T ~ i s\ ~ • i ~ \ ` J ~
k ~ .p ; PP ,32°° -546. 6`~ ~ i 7 7 NEW 8 PVC C90( O i ~y 18e y~ ,~,3 0 4 N ~ TOP EL. 131.30 3 PVC, 0900 Do / \ i ~ \ ; ~ ~ \ \ \ \ \ f B RIP RAP nPR p
~ W 9, ~~,3 INV. EL. 129.60 SEWER FORCE MAII 0 a 31. / © ; INV. EL. 129.30 tR , , Z FORCE MAIN ~ ` ' \\`\/\/i,, 5 ,~f~; m z Z = F RD. EDGE) ~j , \ '/i`/ \~i\ \ ~ ~ ~ ~r , 7 \ i~` Q
0 3 OFF RD. EDGE 'O l~ _ ; , , 4 1NV. EL. 129.55 I ( ) ~ O n - r-- 'v~,, - ~ c"P' ,3,~ C uwaN o. eaBC~s
'S~ . Ste' ~ OB 1019 PG 708 I °~~°a 132• , y,~ 1..++~,,, k~x ~,3~~ ~ ~ 00 RALPH 4 PGOU2R~Y ^ 1 v/ i~ i A~V rrv A \ ~ , ~ i A V v v ~ i ~ ~ ~j ~
/f ~ ~ ~ oe 4z 3 ~ Q 7 ,3 • ABILIZAiION CONSTRUCTNNV ENTRANCE * ~ B'BtS LIMITS OF CONST. WITHIN PROPERTY ACQUISITION \ / - `~-`-~~y--~---~\-\__- 255 x-'~-3~---~ 1--~-: o o = >
fa rn C yy52 PERMANENT UTiLITY EASEMENT (t{ATCHED AREA) 12 5 (FUtuRE) 12
'w ~T9 ~ r7~ , (FUTURE) TRACT 8 - DB 2805, PG 35 (FUTURE) e "w °q G STA 76+50.00 I ~ ~ - STA 8 STA 84+50.00 i TEMP. sir FENCE
m n ~ w~ ° - -NE-W--A1R- » > x ~N NEW AIR RELEASE MANHOLE 11 --NE-W--AtR--RELE-A'S~-iv1A1~#Ot€-~i N9TES:------ ` ~ ~ I Sr~~~~ p
8 MJDI ~ # TOP EL w ~ w x w ~ N TOP EL. 131.23. TOP EL. 130.50 1. CONTRACTOR TO USE EXISTING HATCHED AREA FOR TEMPORARY STORAGE ,,~~'b~, ~
145° BEND(2) w w I ~ , ~ y ~ PIPE SPAN PIPE SIZE PfPE LENGTH OF MATERIALS, EXCESS SOIL GENERATED FROM GRADING, EQUIPMENT, AND : ~ ~ ,O;~P ~,I
~ ~i? S-' N (FUTURE} Ja a ~ » , OTHER ITEMS APPROVED BY THE ENGINEER. _Q ~ ~ `,>3=r
m NEW 8" PVC C900 TO DI 1 15 32 ~m f © # O ~ ROAD SIDE DITCH AND DETENTION HEADWALL EADWALLS 2. DEBRIS FROM CLEARING WOODS SHALL NOT BE STORED IN THIS AREA. -~=v o 3. UPON COMPLETION OF WORK ON STREAM CROSSING AT THE NEW 36" RCP \ " o ~ o\ ~
t - ~ ~ SEWER FORCE MAiN , w`,~ w ° FuT>mE) ®TO DI #1 15 16 (STA 5+63.45 ON ALIGN. B-B} AND THE 60" RCP (STA 94+53.92 ON ti ' ad r+
~ ~ ~ o"m - STATI N m r' ~ ~~a EW 8 x 1 1/4 TAP WITH SADDLE, ~ 0 ING SLOPES .HEADWALL HW STATION PIPE SIZE PIPE SIZE HW INVERT EL. "H" (HW HEIGHTS ALIGN. A-A), TEMP. STAGING/STORAGE AREA SHALL BE CLEANED UP AND ~`~~H''"~~
~ w~ o Z ~ DI 1 TO DI 2 18 7 ° CORPORATfON VALVE, CURB STOP, & # # „ ~ N 78+43.64 - 82+95.00 RT 2.1 0 82+95.00 2 2" 127.82 3' RESTORED TO ITS CONDITION PRIOR TO CONSTRUCTION ACTIVITY. THE ~'~1rr 11t~~\
~ , ~f1 1 BALL CHECK VALVE 2 TO DI 2 15" 8' ~ # ~ w ~ (FUTURE) „ - ~ » CONTRACTOR SHALL STRIP THE TOP 6" OF GROUND MATERIAL, HAUL OFF
~~,a ~ NEW 1-1 4 HDPE 83+00.00 85+42.70 LT 2:1 85+42.70 2 / x w ~ DI #2 TO Ql 24 $ » 2" 129.32 3' TO DISPOSAL AT DESIGNATED AREA ON PUMP STATION SITE, SCARIFY 6"
N w ~ SEWER SERVICE LINE 83+00.00 - 85+50.11 RT 2:1 ~ 83+05.00 2 w w r7 ' 2n 127 82 3' DEEP, AND INSTALL TOP SOIL AS APPROVED BY THE ENGINEER TO MATCH z
° ~ N ~ a o (3 MIN. COVER) ' m x ~ ~rn 'a + ,c x 133.59 133.46 > O # 'a THE PRE-DEVELOPMENT GROUND ELEVATION. o p 4. REMOVE TEMPORARY 60 LF TEMPORARY 12" CMP UPON COMPLETION OF o Q
133.3X 133.39 ~ 133.78 O 1 CLEANUP OF STORAGE AREA AND GRADE SIDE DITCH FOR PROPER DRAINAGE. o O
~~ua.nn.----- X133.43 x ~ 131.84 ~ a W 7 - _.L.OL.-----'-------------~_------------------------------------.-_-----_-- ~ J
I --r-- ~ ----j°------r -----1-'- r-------- ! - - -T-----r- -f- I ~ ---~--r` ~ I I 144 (n ~ V1
- --t--'---~-- 144 -r------j---- , I ~ i I I i I i ~ I 1 ~ s
' I ' I ; ! I I Z I i I I ~ i ~ t i i j i ~ I ~ ~ I I ! I f- I -I--~. I - I I - - _ _ - - -r---! - I ! ~ i I ~ (t
I i ! ! I Lt ~ ~ i I I~ ; i . ~ I ! ~ I I I i ~ I I 142 ~ - I ~ rt..----- -j----------. ~ 1-------- VC 1 150 I i ---+..---r ---------I----- ' -i---__ 142 W -I----- I
I ~ Z I, I i I I i I I #I ~ I I I ~ ~ ~ ~ , JC #1' - 150 ~ -r------- -I I U I ! I i i I _ ~ ..____~_----._-.-,.-_.__.---I---------
I , I i i ' , ~ ! ~ i ! ! { W W i I i 1 E ~ ~ I ' ~ I t
, -t--- --F'--- - --r- ~ ~ r I ------j- -I- - -i- 140 i - , i ~ STA X78+46.~-~ I ~ -rt ~ ~ i i , i I II 1 ! ~ ! ~ I ! I --~--{----r--- E - I ~ 140 ~ ~ ~ o
1 I ! , ' ~ -NE~4I-'Dl- -----1----------~---------r--------- ~_J I m
_ ~ I I I ' i ! o~ TOP ~EL. 131.L30 I { I o ; O ~ , ~ ~ ' I J ~ a0 O f ~-----i I ~ j I O
138 ~ ' ' I i I U I ~ _ ~ O - I i ~ I ~ I i ~ ~ I i ~ I ~ ' I I ! i I I j i I ~ ~ 1 . ! ! i j r ~ - I ~ O ~ I ' i I ~ ~ 138 c~ Q ~ F
II ' ~ ' to I I ' ----rt--LOW-P' --5- =-82~ ! ! ~ I , ---5- =-829-1,.~7- ~ _o ~ ~ i I i~ I ~ W ~ I o
I" I i I 1 ~ v i I i ~ 1 ~ I N ~ PV STA = 83+00!( 136 i X I I , a {o U I ~ - - ~ I
I w ~ I I I r Q ~ ! ( I ( { 1 iii PVI ELEV 129.5 I ~ ! ~ I EW DI 2 ~2.5-_,HIGH Gf~AT~--~ I I w -I------ _ - _ - - - - - - - ~EV = 129.5'4 w ~ ~ ~ I I 1 136 ~ Q Z °o ~ ' ; ! ! ' i ~ ~ _
I i I . J o I _.1 ~ A.D. 1.13 I I P EL. , 31.43 ~ ~ I ! D. ~ 1.13 ~ i " ~ j w I I j -T---, ~ ~ ( w O ~ ~ ~ +
T 1/ A 7 134 -_..-_-t-_.__._..._-w.._..__.__;~..._.._..L_.W - -i---- ' - - ~ - m----i-- -I- ~ ~ I I Q Q U I. EL 126,89 I 1s^ RCP ~ TEX. SURE CE ELEVA ION ~ I j m T-~ - ' "~~Sr3--1-.- A ONG SUR Y IJNE A=A ~ i I 1~ 3 ~ ~
i ~ ~~i~ i I { I ! ~ w I I { I ISEWER FO CE MAIN I f ~ I f-- -j--- M --I--- ; --I---;----~-~-- Q ~
I ! I ! ! ! c ; 132 ! I T~_._~i I I I - ----1--- j fi ~ ~ x Q ~ - i i ~ 132 W ~
I ~ - I I I I I I i ~ I I i i I
, ! Salo ---'r II i ' I i I i ` I ~ ' i ! { APP x. tocAT1 of - I------!-----'----- -----1-----A- ~ - - - - ----L--- I - I I 1
EX. 6 WATER M IN CROS~(NG- i I I T ~ ! i i ~ ~ ~ ~ Q - - - - - ~ - - ` f - ~ r----r----- ~ i - i ---I 130 I
~ 1 I ~ I ~ j I ~ i ' I I i 1 I T__'-- -i----}- ~ I , i - --i- ---I----• I --I--- ~ - _----I----- ---7--- - ~ I ~ ~ 1 I ~ ~ - ' ~ --I- ~ - ~ 1 ----i--- ~ - - ~ ~----I I ! I I , -1- ~ I ~
~~~_.-L -.I__. _ _ ~ Z 128 ~ --t , -r - rt - - r--- - ;r-- i ~ E ~ i j i 1 I z -=---r--= i ~ _ -=i - - - _ _t 128 ~ IJ~
i ~ ~ i IIV~ ( ILJ: ~ I I ~ ! I i ~ 1 I ~ ~ I ! I ~ r E I q I ~ O
~ ~r .757- -,.-_.___l--_--I-------- ~----t- I- I -F- - i --r-- I - ~ - - - i j I ! ----j-- I I I ! ~ i ! I { I ~ i - I , ~ I ! ? j ~ I ~ ~ ~ i
- I --i--- , , ~ ~--I---~-- - - I _ ~ 126 ~ ~
j j I i I i ~ ~ i ~ I - I --I---I---{-- - --I- I w i ~ 1 3 -
I~ ~ I~ . I ~ ! i I I ' I ~ I ! ' 1 ~ ~ I ~ ~ I i { { I ! I ~ I I { ~ i ~ ' 1 ~ I 1 ~ I i
124 ---~-------1----- ' -----I------._;.-_-_.-_-1_-_-_~-- - - - 1 0 i O j i W I ~ i i i- i ! ! O ~ I J ! I ~ i ~ i I { I I I I I ~ _ ~ 1 _I --i-------I---- ----I 124 O ~ I I j ~ ~ ~ ~ i~ ; i I 'J O
~ , I ~ T- I ~ I rt t ~ ~ "f- ~ T i ~ i ~ I ! I I i I I I ( I ' _ ~ ~ I I i I Z ~ ~ -I- ----I-------; i ~ ~ ~ i -~---t-----~--- --t--- ~ _ ~ I ~ W - - 1
~ ~ , I I ~ ! ! 122 - - ------F.____-9_.---- - - J I -~-----t___~._.__._ i .O_._ J I 1 122 -I--____~---- -i-------~-------- _ ~ ~ 1 ~ ~
i ~ I Q I I i !NEW 8 !PVC C900 SE R FORP~E MAIN . I I ~ i I i _ ~ ~ ~ ~ ! Q - I ~ - ~ --!------1------ I ~ NEW 1~5 RCP -~-ter--- --I--- -a--------~----+ ----1----_ ~-___--------~----t- I --E-----I--- ' ~ -i- ~ --1 ~ i Q ~ I I -.1- I , Z
! ~ I ! I ~ 1 i ~ ~ I I 1 ! i (n . I T T o w I , I ~ ! I ~ ; ! I INV. L. 127.75 (IN) I I I i I 1 I ; I i I I I I ~ ! -1- ~ ~ I
120 -I-- ~ u~-_-- _ _ _ _ ~ ---____;-----a--___:_______-~- ~ ~ O t O Q~ ; I i ! i j I I i I ~ i i 'ixt--1 i -~-------K- ~ 120 Q Z dl ~
~,WN ~ ~ 1 I I I ~ I ~ I f } { ~ I I I --I--- - ;------I- - ~ - - -t---4--~ ---~-----!----i--- I + ~ I ~ I -r----, I W i fi I ~ I ~ ! 1 fi -i O W I 1 ~ i ~ ~ I I- 1 ~ O~ - ---------F----~-- --I- W -I---~-- i ~ ~ ~ - - - i p Q0 ~ I i ! I I ~ ~ W uu
O ~ ~ -I- ------i_.__-. L----- i i ----I-------~---------~---- -tom --Y--- ---I----- - ~ ---t--------- -i---------~-------- -1-__._.-;---~ -~-------!----------T-------- t 1 ~ ~ ~ 1,1 j r ! ~ ! ~-------I------~--------i - ~ - --~----~-------{-----1 118 ~ Z ----r-- f i ~ O I ~ I W -~"---t-~ i ' ~ i ~ U Z W X
! ~ ' ~ ~ I I I I I I I I I ! Q J I E ~ I ; { I -L- ~ ~ {---------r--------~--------T--- -i------ - - --1----------~------~i- ~ -T--- ' ~ i ~ , i
-r --rt-- -I------ -r--- ---r---- -F I I ; -I- I------ 1--- j II I (n ( I ' ~ ~ ~ i I i 1 I---- ----I--- -1------i- -I I W I- -I----- - --I------ ~ , 1 ; ~ ~ I I ---t-----I---- --T--- ----7---~ L~
! I ~ ~ I , i 116 - ---I - I ------r a ' I--- - ~ a-- I I ----I- ! 1 1 i ~ W O I 1 ~ 1 I ~ ~ I ! j ~ I I 1 I -i---,: i t~-----I-~ -f- ~ j I ~ ! i ( I ~ --F-- 116 f ~ W 1 ~ i ~ ; ~~a
! I - I ZF- f ' f ~ , ! I f I I I ~ I T- --I- --i- --r------I ~ , ---I---- + ~ ! T ' i U? ~ Q 1- i I I ~ Z ~ I ~ ~
I i I ~ , I I ! ~ ! ~ ~ ( I ! i I Q ! I ' I I ; I i i i j I I j I I - f 1----I- - I ~ --t----- ; i i j i 1------,----~j ~ ~ ~ o I I-~ w o ! Q i ~
114 - - I-6~-~F r 28_.~TEE-1=--L~IN>=i iNcsT~iLEB I - - - ----r- ~ - i ;j ---f-----~ - Z 1--~ ~ -I-~---f--~ 114 w > j I I ~ ~ ' 1 ( i Z ~ i i ! ~ h ~
~ I-AND J ~CKING lTH 60 LF__ 8 ! MJDIP (SEWER FORCE MAiN ~ ----~--_~-~J ' - ~ i ~ ' I ~ I 1 I I ----1----- i -----I I . ~ I i I i I { I i i I --I------ - ~ - I- P7 - --j -i------= ~ - ~-------t-------- ' -----j----- rzT ~ (n W i-----' i , I I J + T I l Z
I I I _ } - ~ 1 ' ' ! I ~ ------i- L------I !--------p- F I i - I ' ' I i ---------I------- 1i2 -T----- ' I I ' 12 ~ ~ Q { ~ 1 O r- ~ ----E------ 1 i f w U ~ N i ~ i I ! o
I ' _ I I i I ~ ~ -__1----~-----r -I---- ; --~-----~-----I- -----i---;- X v I ~ i ~ -I---- -j-------~- 1 , i i -~~I O z
~ I 1 ! --j---- I I ;
110 -r-- ' ~----I----'--,---- - -----F-----!------- I I------ ! 1 I I ' i ~ ! , ' ! 1 ~ I I ~
I ~ 1 V I I I I ' ' I I I I t ----~---k------~-----~-----,---- ~ ~ - ----1-- - -------I-- r------- ' i I 4 ! I i ~ ~ ~ i 1 I , i ~ ~ I i f -I- ~ --I ~ i
Q ~ I ~ ~ i i 1 i I ~ I ~ I i ~ I i ,
108 - - ----C { -j- - - - ; - - - ' f - 1 - - ! f - --j 108 C Q
j i rl - - - j I--- 1 ; U) i L,
i i ~ f ( r 1 I j j I I I i j T EX. SURFCE ELEVAtON
106 u 1- ~t~ so~vEy z? .~~--...........--____1--.._....._.___-._...1_.----.._....__.~i...~...,_.....~.. ..-...~1...._...-._'....._.._.._.~... ! ...-_-_.i__.._~~.-..~~ 106 N 0
- - _ i- _ _ - - _ - - - -
SHEET NO.
oo 00 rn O O 01 M N M OQ} w u7~ co M~ Md co ao m~ M O~ rn N~ co MN m~ 00 O d to d d O O a0n M O~ t0 tN N NO N Nr N "I N NN - 0 O OOR O Or O or o 00 0~ o o~ 0! L P, W) N Lo 0 M m rn r IR Lq li N q m n rn
K> ad O r O 0) 00 00 00 00 r c0 oo G a0 000 00 aJ C ro 060 00 a0 Oi co 000l 00 M M M M M M M M M MS MM M NM N NM N NM N Np N NM N M N NM N NN N NN N oj Oi ao 00 0 ao 000 C G r ai c6 co co NN N NN N N(q N NM N N(f~ N N - N N N N N N N N
I
75+50 76+00 76+50 77+00 77+50 78+00 78+50 79+00 79+50 80+00 80+50 81+00 81+50 82+00 82+50 83+00 83+00 83+50 84+00 84+50 85+00 85+50 86+00 86+50 87+00 87+50 OF 13 SHEETS - - - - - - - - - - - - -

• ~ 12
i NOTES: NEW SIDE 12 Om
1. THE NEW PROPERTY ACQUISITION (CITY OF GOLDSBORO) IS: DITCH ! O j` ' O 9
i TRACT 11 FROM GURLEY (FORMERLY PART OF DB 424, PG 251) f TRACT 12 FROM GURLEY (fORMERLY PART OF DB 2172, PG 244} f
~ TRACT 16 FROM BRIDGERS (FORMERLY PART OF DB 7019, PG 706) 5 I
TRACT 6 FROM HOWELL (FORMERLY PART OF DB 2806, PG 714) 2. ALL CLEARING AND GRUBBING FOR THE WOODED AREAS SHALL BE HAULED AND DISPOSED OF OFF-SITE. 12 a , ac. DAM 12
3. ALL AREAS WITHIN THE "PROPERTY ACQUSIlION° LAND THAT ARE NOT SCHEDULED F~2 ABC STONE, RIP RAP, OR ARE EXISTING TEMP. SILT FENCES ~
WATER WAYS SHALL BE PROTECTED WITH EROSION CONTROL MATTING PER DETAIL #6, PLAN SHEET X12. 4. SEE DETAIL ~1, PLAN SHEET X12 FOR CONSTRUCTION SEQUENCE. ~ ut.5o n .n
5. SEE DETAIL ~2, PLAN SHEET #13 fOR STORMWAIER DElEN110N HEADWALL DETAIL. o~ xnsss
NEW 8" PVC, C900 ;
ROAD SIDE DITCH AND DETENTION HEADWALLS SEWER FORCE MAIN ' (3' OFF RD. EDGE} I
STATIONING SLOPES HEADWALL HW STATION PIPE SIZE HW INVERT EL. "H" (HW HEIGHT (FUNRE) 5
I 12
0+25.17 - 3+50.00 LT 1:1 ~ 3+50..00 2" 121.06 4.5' I TEMP. SILT FENCE (f~ Z
0+25.17 - 3+50.00 RT 1:1 ~ 3+50.00 2 121.06 4.5 Q
Z ~ 9 ~ 1
i ~ o ' w
i nz2e ~
C LIMITS OF CONST. WITHIN PROPERTY ACQUISITION NEW 12' WIDE GRAVEL ACCESS ROAD
i i ? iD. 11 .58
! 0 112.88 1 1 I ~ 1(1.4
l I A
2 Z r ~ O I a m
_ m ~ I- +r~ I Q
'1 ~ Q f ~ I
' ~ ~ z O t I i~ f
i NOTE: THE NEW EASEMENT N JEW EASEMENT NOTED BELOW IS A PERMANENT INGRESS, EGRESS, AND UTILITY EASEMENT. ? ~ ~O x11. 1 ; a
INV. EL. 120.55 (3 PVC DETENTION OUTLET LINE)
D~TTUVS~oN PAD ~ TIE-IN C? EX. ELEV. ~ ( ) a ~ 7 33 f 1 O j ~
9 NEW CONC. ENDWALL 7 STA 6+20.00 (ALIGN. B-B) ~ g
LIMITS OF CONST. WITHIN PROPERTY ACQUISITION 12 127.05x 12 STA k t/1 W TOP EL. 117.57 NEW NEW AIR RELEASE MANHOLE X13 5 ~ G~ ~ ip• PAN x17'5 t7~9r~ a
/ ~ 3 n TOP I / D INV. EL. 120.85 (BEG. 3) NEW SIDE DITCH ~ o I TOP EL. 121.59 RALPH A a~Er 12 ~ 2172 PG 244 TEMP. SILT FENCE T xt s.91 117.x5 ~~t ~
D (1 MIN. DEPTH) i g ~1aq~ ns.7ax 113.09 1._..._.. DB 424 PG 257 ? 8(/ n3.ai AT STREAM CROSSING
I~'F aVi fRTY ACQUISITION 'MDTH VARIES ' >;uPN A t,'~r 4 $ MJDI „4.92 ~ ~ ~ 12 w ~ / zG' "T 115.03 I 5 + = 22.5 BEND 37R 20Ne 1 A x„7.77 STA 92+88.23 TO STA 95+70.00 INSTALLED BY 116 1 " 00 ~ 11789 „1j'g, 1.30 0
12 Ut C ac. DAM / 3D, s ~ Z~FgRi x,20.91 DIRECTIONAL BORING WITH 281.77 LF OF 10" HDPE, r ~ r N
ERTY ACQUISITION TEMP ~T FENCE Q Z NEW 12' WIDE GRAVEL ACCESS ROAD 114.30 30. 7~1'@G 721.46 i . m 4 4 QU1gITI0N ~ ~ _x7 x CLASS 8 RIP RAP ~ FlLL 5<~E DIPS, SDR 9, 200 PSI SEWER FORCE MAIN N ° ~ tl d- na.1z x W ON FlLL SLOPE ~ 747 ~52A~ j 18 1 I W m II
I 0 ROPER- ` 22.28 194.33 Zp4,c~, FROM APPROX. STA 5+00 TO 6+40 Q 12 ~ 5 25 ~ 2pf2 (23• THICK w?TH FA~IC UNDERLAYMENT) 5100 TO 6+40 STA 7155.56 \ r (n ~ ~ tiC L9IDERLAYNENT) END NEW SURVEY CENTERLINE tt .s r W
' x j I NEW 12' 4NDE GRAVEL ACCESS ROAD qc. DAN • 12as7 ~ 6 _ x12270 izzlo ALI(~JMENT 8-8 FOR RE-RaI11NG ~ D,,.oK .o~~ ~,R,y NEW CONC. ENDWAL o STA > _i
I n QUISItiON a 11asz lsas 37'R PERK AC s~i2s:s2J P $ t3:os of NEW ACCESS RD. AND SEWER II ~a~'ti~o ~ TOP EL. 111.41 1 EW Al ~ ~ Q FORCE MAIN (AT TIE-IN TO SURVEY
PRO 1--- 1zz.37x 1a. 12 42 -NEW 30 RCP f ic,26-95- 3 722. ~ PAD 9 N gLT x120.: x12o.3a CENTERLINE ALIGNMENT A-A -STA 92+63.74) 1DS.z2 ,11~c1aazs~~~\ ` o~Ftl~ort 9 13 t! 5 ~ ~ TOPE pp Z Z Q 114.65 ' 104.4 `ID3.53ti ~ ` pqp 12 t ~ a' Q
INV. EL. 127.38 IN i 25'R . AC~Ig110N - 6 '16.x6 5 05 . . 1 b3. ' 1 5.13 ~ 12 a T Z
, INV. EL. 127.13 (OU ' t3o.6s 2 s 1~~ D 0 ov 4 ac. DAM 12 / x lsas 12 .D 12 9 xnzas ~,cp~.~..~e•.~.•.~. t xnz55 i2 ~1 `TEMP.aLTFENCE I~ I ° Q ~ ~ ~
/ 1 .87 ~ O IZnp 12 ~ ~ ~ 119.75 175.65 .X I x119.96 /i Sd z.a7 i t 6 x727.50 TEMP. SILT FENCE _ . 115.15 15. t .7s 25'R TEMP. SILT DIFFUSION . ~ . ' . . +10 34• 129.61 CK. DAM \ Q ~ W 25'R FENCE 12 p~ oss 03.7 asa $ ~ N D t ~ 25'R m / 'r ~ 0 I
4 ~ A 5 _ _ ,5.20 - ],9.48 130.74 ' 130.88 x 12852 ~ x / I { t'~ x 3TR x x129.38 4 X125.07 C 120.31 116.37 115.7 115.02 ~ 59 2.02 - ]19.48 111.27x 109.8% 05.0 1842 .j Q OP : AC UIS 0 114. 11a 1 1
E ! 12 j 129.76 DAM 12 N 715.40 _ 114.40 ti,,, ) 115.50 ' ~ 12 w z~ 7 130.77 DAM 25'R t3 , x130.32 1 r.3 116.74 . w r
x ~ / x x 130.70 O m A 116.31 116.09 115.09 ~ ~ \ _ 127:91 - •6t - Iff - 128.02 P/L I _x123.76 11 .91 116.84 117.19 / 117.8 P/L / --x122.73 \ 118. 111.29 ~ 77 , 18.53 ~ \\1111 11/// ~ 118.51 I P 112.93 x 1 .28 105.20 ~ 18.x52 8.67 \ ^
---x12~,g~ - ii6r06- - . - _ .9 x129.92 6744X1 88700 ~+ao >a+oo / 91+00 5 92#00 ~ -k-x 1"3'~3~~ ~ 1 . 3 ~ 04 ~ ~ 116.68 x 120.53 93+00 FIR 712.49 94+00 ;0§ .Z4 . 6.00 gr~.00 114.2 8. tx x 6116.65 `Jf~ SO~ ~j ,n.7s pc. DAM 4 11 ~ ~ b~;
\ \ ~-x,~,~~ ~ 116'55 ~ NEW 12' WIDE GRAVEL ACCESS ROAD ~ 130.87 x'~"~~ 122.24 118.15 117.48 / / 12 37'R I x 1 \ ~ 130.06 x 119.63 ~ x .,3 12 ~q T ~~\'oP~ I 3TR 6.5 x P P. CQ ISI ON 113. x114.98 1DS. 11 .6a ' ' S`T CN -Q_~ Q ~ i1i;l--=_$
131.16 ~ 131.32 \ TEMP, FENCE x 122.05 x PI r 1 i ~ N x 120.69 / ' ~ \ ~ \ x127.21 ,;C'rE- - 20-1 52 O 122.20 116.28 a ir, ~ C
, ~ ~ \ ~ .x c,e~ is,_ 12t.os BEgN BLUE-LINE w Z v / 4 _ \ ~ ~ O. 13o.as 8 MJDI DITCH UPSTREAM o m / CI(. DAM \ ~ NEW 8 PVC C900 , - - 12 ~~131.32/ , , 3~, 22.5° BEND - ~ ~ , , / 32 N 36 RCP A~ its.28 (FIXTURE) OIffUSION w 37'R MJDI q 24+ v w L,clia~o --o= ~ 8 MJDI `1~ 1,r "t', pAD ~ o ~~a, 9 45' BEND(2) f ;y"w ~ ~
\ 131.87 ~ / ~ \ ` ~ FuTURE SEWER FORCE MAIN i / / ~\i f ( ~ 122.59 INV L 113.58 IN x,20.97 22.5° BEND e Io .~e 10551 t2s.6t' ' od z'
\ . ~ \ \ ~ ~ / 1 ~ ~ / \ / ~ / N \ \ \ \ ~ \ , / ~ (3 OFF RD. EDGE) o c I~ . EL. 113.13 (OUT) ~ / / , i / aass B RIP RAP ON FAJ. ~.opE 12 ~ ` ~,o5.s~7Da1a 12 ~ (~E) ;~~;%q ~ ~ ~ Q . FROM A~ROX STA 92-65 TO 95+55 xn6.63 ~3 • - ~ 4 p~ 5~" a ' i~ON ,~t~\\\
BEgN NEW SURVEY CENTERLNE ~ ~ , ~ ns.2sx 8 MJDI \ ~ \ \ - N x (23' 1HICK WITH FABRIC UNDERLAYMENT) 8 3 / / I f 1 I 1V\`, 116.26 1D7.fi0 x175.01 12
AL!(IEN'f B-8 FOR ,RE-ROl11~JG/ \ ~i / \ ~ ~ \ ~ \ I / . ~ OF NEW ACCESS RU. AND SEWER . / 22.5° BEND ` %
fORCE MAIN AT NRN FROM\ ~ / • ~ ~ ' \ i/ . ~ ' L911AN 0. BRIDf#RS '.SURVEY CENTERLINE ALJg4MEN7; ~ \ (FUTURE) \ ~ ~ /i I . ' OB 1m9 PG 706 v v' ~.~\v v , , NEW 8" PVC, C900 40'-NEW 60" RCP ~ NEW SECURITY GATE ~ ~ I f
A-A -STA 85+30.66 ~ \ ~ / \ , ~ ~ ~ ' ~ ~ 1 ~ ~ i / ~ SS B RIP RAP \ ~ ~ / i ~ \ / . \ / ! . >_=1D', W=9', TH=z37 \ NEW CONC. ENDWALL SEWER FORCE MAIN INV. EL. 103.85 (IN) a I ROPERTTY ACQUISITION WIDTH VARIES AT STREAM CROSSING a Z
\ / \ ( 7 ~ \ , \ / , \ \ ~ ~ '/,~i ~ ~ \ 5 f; ~ TOP EL 118.02 ~ (3' OFF RD. EDGE) INV. EL. 103.60 (OUT) W ~ I o ~ NEW CONC. ENDWALL e o Q
TOP EL. 111.66 h~ ~ m
Q
i I _ _ _ . ~ ~
138 r--V£ #2, _ }90--- ' I I I ~ ~ I- I ; - i ! - -T - --7---------- - ' ~ ( i ~ ~ i (n W
~ I ~ I i I E ~ I ~ I ~ ! I I I I I I I - - I I ; I, ' i 0 0 - ; I i i U
j . O HIGH POINT ELEV 1;31.07 O { ! j I I ; i , i i I f I 136 ~-}-j--P011•TT = , ~ -t----- ----T---+-_--_, _ -1------7-- - ~ r --~-----j----_-I I -1------+---~-----4---- 136 i U W
_ I~ o ! i i . vc #3 j- 150 i ; i i I + _ PVI STA - 0+50. O { I ~ I I Q
- , i r i ! I ~ i E PVI EL - 131.3 + I ~ i i I j ~ _ I ~ _ _ , ' • ~ ~ ! ~ 1 !
134 r-----A; x;97- ---I---- - - - ---r-----1------ - 134 U I------ I i I I -f , i - -L-- I i , 1-- •w ~ E I I I I I I o ~ ~
K 33.71 I !A I I ! i i 1 , ~ ~ I i i i 1 . - ------I------~- - - ~ ._.i_.-..__ m O 0 j N i ~
m ; I , ~ i 0 1 ~ i 1 i . vc #4i = 1ao I I EX. DITC1~j BOTTOM ~ W ; I I { ~ o j I i 132 - - i ~ I-----t- i t- ~ -j- ~ - -_~--._i----- I 132
I ! ' ~ i 0.63 i c ! ~ ~ i ~ N ! P~ll STA = 4+25:00 ! j i I Q ~m LL w
- I I ~ r T__.--~- I I I - I ~ I f ! ! ~ - 0 1 I ' i I I ,r I , (~VI ELEVj - 122.6 0 ~ i 0 } ~ D W
~ I ' 13D - --l--- ~ ~ ~--~----T---- ~ t~-~----r-----t----- i ---T--- - - - 30 I ~ 1.83 0 ! ~ o o I 1 i I i i t//off~ \v\ ~ A.D. ~ I o cv I I ~ I Q ~ zZ
_ 1- ~ ~ ~ T + > m I ~ - `-87.77 ~ - ~ I ~ rt I i z Qj
42 N W 30 CP ~ , ~ ~ ~ I In ~ I I N N i i T ' o Q
128 --I--- ~ - - ~UR~A _ - --T----i-~ w i ~ ~ I o -P~f-ST7~ o ~ - 128 1 I ~ , ~2. 3~ ~ AL NG SURVE~( LINE B ~ i i ~ U I ~ I i ~ o Q z
o I Z , i ~ ! -E~ --t-------~ I ~I (n f~.._EL'E-V , 1-2~- N Oi I I I ~ 1 I ` I I i i i > W I i I U > { - j + r I
' ~ ' t 2s - -I-- ~ - ~ . -N€~N~E-WE~-VRtVE ~ 1- ~ ~ ~ rt 1. - 12s W ~
I t j f , ~ fi , m ! ~ I j ! ~ i I K= 15.87 _ w_ I ~ ' : . -r----r- - -r--- - I E I I ~ - I ! - ' i - - Z ~ - I ~ ' ' ! I U >
z Q
I ~ i I I --I-----_----- -,~I----- 124 I- - -------~----------I--------1---- - - I - ~ ---r----- - --r------ i 124 I E E I ~ ° ' ! ' ~ > i ! ~ _ ! ~ , i N W SEWER VALV w '
~ X
, ; I I ! I ~ i I I I ! 1 ~ I 122 i--- _-~1-_-__. ------.f-- - _-0;~. 122 z ~ W
i j I I ; ~ E j , i , \ ~ o ~
( ~ -I--- + ~ i ---h--- i { ~ I { ~ ~ I I E E I I i I A { E ~ I ' w Q i
120 ~ --{--------4------- i---------i i ~ I --'t---- - - ~-----r---- ~ 120 I I ~ j ~ E I ~ ~ ~ ~ I I ~ } I
I i ~ I I i I i I I I I e ! I ~ ! I \ , I 3 ~ i
, ~ i ! ~ j i i x s n ~ 9 i ' I I I ! ~ ~ 3~ -NEW 36 RCI~ W ~ i I , J 1181 I
118 -----I--.-..-._-~----(-------+...-_.-_-f-----.-j-__-...___-;--__..----L-----I ----4--_-_-..1__..-_-.t._..._.._ -___.-_-~-------i--- ~ ~.~~11QL------~ q-i ! I I ! ! ~ ~ ~ ~ PL G FOR ESTING f I i j I 1 i i U I j k I I ! c I ~ U °o~
.-1--------.;_.--- f - ~ --1-- t------ i -j- ! , T i i -f- I f Z ~
Q ~ j ___J_________~- • 116 - , ~ --I-- - ~ i ~ ~ 116 i I i i , i ~ j ~ i i n I I ~ i II
! t E ~ ~ NEW' 8 MJD ~ ! ~ ~ ~ i NEW 8 PVC C 00 SE ER FORCE MAi~1 ! i i- i i (fUNRE} 1 rL~~J~I~N~ '..""."-i~t-Yi--tT~-~'-~tit~'~-~-----'F-.' ',7o-'- ~ , I--°--°-- - ~ C ~ I I 1 j i • ,INV. EL.I 113.13 (OUT) ' ~ ~
I ! I I I ! I ~j- i Z
I ' __-_--F-.--- - BEND 114 ; -____r_ - 1141 i I I I ! ~ ~ I ~ ~ F I ~ I i Q ~ ~ z rnrn
M ~ ~ , ' I , ! ~ - ~ ! L---- --1- I --1--- --I----------- ---1-- --I- I i ~ i
I I I Z ~ i I ~ j ± - -----I--~--- -----j---- ' ` _-INV EL_ 11 x_58 {I'N ~ ` - i 112 - -t - -I- ---1------j------ - , --F---- ~--a 112 ; i ~ ~Z mw i
! ~ ~ i ~ ~ f { ~ ; i ; : ` - 1 ~ I i ~ ! I _
II -y---1-- - I . , r----- -t----- ( f T--- , I I- --r-- i --r-- ~ ----T- I , i I ~ E I ( I ~ i I ~ 1 ~ O W
' I ~ ' - ~ -i-----'-- --?----t-- --r- 110 ~ 110 - ' - - I -
~ I ~ I j i I i i I E i I I i I ~ n I - ~ I - ~ i----- ------I - -~-----'-----j ~ - ~---i---- - - - - ~ - r - i- r , rt i I ~ oZ
' ; ~ ~ WITH' GRIPPI G ~ I I - ' - ~ ' - - -'~--I-- ° ~ ---f- I -I IDS ~ 10s - I ' ~
rt I I ~ E ~ ~ ~ I ! ~ ~ ! ' I ~ W I FUNRE m ' I ~ ~-----t - I ' ~ ~ - ~ ( ~
-i - - r i E ~ I ~ t~-~ ! E ~ I ~ i I I ! i ~ I I I ~ N ; I W ~ ' w~ Z >
_ _ _ I : 106 ----I------ ~ - ---1-----a--- - - - - ~ 10 E ~ , c - ~ i I-----i- 1 ~ I ~ T ~ -i i 6 W ~ QN
' ~ ~ f ! i I ! ~ ! 5° BENS 2 I ~ ' Q ~ ~ i j - -I- ----I-----`------r----~--- - ~i--- ------r----i-----r- ---t------1----- ~ --r -tri---- -1~ i
I f ' i I E ~ I ~ ( I i ' , ~ O az
~ 104 --~-----+----I------}---- !----i -------i----i-----±---- I , ' O=- ---E----I--- 104 I ~ ~ O I { ~ R i i ' ~ i ~ I i T 1 I ! i I T ! ~ i ' ~ i O ~ I i ~ i ~ E I ~ I I I U ~o
I , - _ _ -A------ - - -t--- ---~------r-.-..--}- f-- - -R T---- ! I rt I t - - - , I '
. L_ .._,.i _ ~ ...i _ I i ~ I i Q I E I ~ I I i i ! ! L. - ~ ~ ~o
- 4 - - a- - 102 j 102 - ~-r- - - - ~m
I I i j TA 4+5 TO 6 50 AND PRESS RE TEST LINE ~ I ur o
I ' _ I _ Si _ EkfiF - G SU UNE~B-B _ I- +l °o
100 F -4-- 0 110 ~0 100 ALON VEY ROAD ELEVATION U
98 98 i SHEET NO.
i
r, O M yin W Nin to tom d.r o N~ ur~ m OD MO o_ ro0) N to o cod r- 01 M Min rn rg m 00 N O m o o) to M r ao M 4m rn 00 0) M t0 M r ~n M o to NI ap in to r o coo) oo (C o o") N o m rn d-
O OQ O OQ 07 606 ~ CO(~ P-: r~ co N~ N 4.4 N 1iM M N(v N N(V pj N~ N n~ O CVO N NO o ad ad M M M M M N N N N N N N N N N N N N N N N N N N N ~M ~M ~M ~N ~N ~N ~N ~N -N ~N ~N ~N ~N ~N CN
i r r r r r r r r r r r r r r r 3
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 - - - - - - - - - - - - - - - - - - OF 13 SHEETS i

I _ - TEMP. SILT FENCE 5 4 e, DAM ~ - 117.0.5 O NEW SIDE NEW 12' WIDE GRAVEL ACCESS ROAD DAtA !
ROAD SIDE DITCH AND DETENTION HEADWALLS 8 MJDI 12 117.30 DITCH 12 1x 12 45' BEND(2) W~
117.40x 117.33 ;Pfl ~ 116.51 PROP , AC, ~oN ~ 118.87 - 119.18 I
STATIONING SLOPES HEADWALL HW STATION PIPE SIZE HW INVERT EL. "H" (HW HEIGHTI P~ " 1u 7.3a 11a.oo---- - 37'R
n , 96+75.00 - 99+35.00 LT 3:1 © 99+35.00 2 110.05 2.5 11 1D3+oD I
NEW DROP STORM MANHOLE 1 f # 1 102+00 - 01+00 IX. WOODS 1k1E - - _ _ i
96+75.00 - 99+35.00 RT 3:1 © 99+35.00 2 112.78 2.5 TOP EL. 120.00
INV. EL. 112.08 IN fNV. EL. 110.10 .OUT 6 n , ( ( ) 99+45.00 - 105+58.39 LT 2:1 ~ 99+45.00 3 110.37 3 NEW 15" RCP 20' END TO END OUT 1 3 ~ ~ - ~$~~~7 17`40 ~ I ~ 1 ~ ~ ~ ~ i ~ Qi6~i- ~ ~ _ + 1' ~ I
( ) _ 9 ~ INV. EL. 112.18 IN
99+45.00 105+5$.39 RT 2:1 ~ 99+45.00 2.5 112.29 3 ( ) INV. EL. 110.00 (OUT) CK. DAM 12 °A1A a D W~ CONST. EASEMENT sLT 12 12
? ~ -i ~ p (FUTURE)
i F x; ®n7s1 011a.a4 ! CIASS 8 PoP RAP APRDN 112a ~ r DAA1 11e.eo " ~ 13'-' i 7.24 NEW 8" PVC, C900 ? I (`=s~' "~s', TH=23°> 4 4 ~ i SEWER FORCE MAIN „ ~ ~
I ~ at. DAU ~ Z ~ ~ w 747 Pc sza 12 om 12 a I = (3 OFF RD. EDGE) ~ z
I NOTES: NEW SIDE ~ f o O
1. THE NEW PROPERTY ACQU151TI(NV (CITY of GOLDSBORO} IS: TRACT 11 FROM GURLEY (FORMERLY PART OF DB 424, PG 251 } DITCH j ~ CFsS w I LIMITS OF CONSTRUCTION WITHIN PROPERTY AC4UISITION AND TEMPOF
I TRACT 12 FROM GURLEY (FORMERLY PART OF DB 2172, PG 244} ~ r ~
TRACT 16 FROM BRIDGERS (FORMERLY PART OF DB 1019, PG 708)
I TRACT 6 FROM HOWELL FORMERLY PART OF DB 280fi, PG 7i4) ( 2. ALL CLEARING AND GRUBBING FOR THE WOODED AREAS SHALL BE HAULED AND DISPOSED OF OFF-SITE. 12 $ , .DAM 12 ~ I a i TRAP. SILT FENCEi? ~ ; 127.99 '
' 3. ALL AREAS WITHIN THE "PROPERTY ACQUSITION" LAND THAT ARE NOT SCHEDULED FOR ABC STONE, RIP RAP, OR ARE EXISTING 11X99 116.y9 ~ i
WATER WAYS SHALL BE PROTECTED WITH EROSION CONTROL MATTING PER DETAIL #6, PLAN SHEET X12. j 4. SEE DETAIL ~1, PLAN SHEET #12 FOR CONSTRUCTION SEQUENCE. also it .n I 6~~lY ' nsss x
5. SEE DETAIL ~2, PLAN SPIFFY X13 FOR STORMWATER DETENTION HEADWALL DETAIL. o,~ x 115.96 116199
N NEW 8" PVC, C900 ` i SEWER FORCE MAIN ~ I
IS S it' ! a O ' (3' OFF RD. EDGE)
I HW INVERT EL. "H° (HW HE{GHT) (I (FUTURE) 5 'W ~ O
12 ' ~ i
j 121.06 4.5 TEMP. ALT FENCE ~ f~ ' ' I f 2 I. ~ r o !
121.06 4.5'
i
I 1; 9 I li s j~
a n7.za ~ O
LIMITS OF CONST. WITHIN PROPERTY AC(3UISITION NEW 12' WIDE cRAv NEW 12' WIDE GRAVEL ACCESS ROAD !
I ADMIRAL G. HOIVfl.I I tA.0 ~ 747 FG 528 t O 11 .58 ' y 17.33 ~ ~ O
e i 1 112.88 + 11 if 32 ~j O
i A C I - ~ Z 2 ~ 1, .4 O
I _ ~ rn = i - -
- i f _ _ rn m o~ a ~ m ~ ~ II ' W ~
~ : `h A in Q ' o W U
- Ol _ - '0 I I - ~ D ` A Q T ~ W ~ ~ O N Q
J I NOTE: THE NEW EASEMENT NOTED BELOW IS A PERMANENT INGRESS, EGRESS, AND UTILITY EASEMENT. ? t m Z Z J ~ x11..67 !1 ! Q a
a INV. EL. 120.55 (3 PVC DETENTION OUTLET LINE) ~ 7.33 ~ O i Z O U of , ~ ~ ~ O w
ruF~~ PAD ~ (TIE-IN ~ EX. ELEV.) i 1 ~
I 9 NEW CONC. ENDWALL 7 ' STA 6+20.00 (ALIGN. B-B) o Q i + ~ O =
I LIMITS OF CONST. WITHIN PROPERTY ACQUISITION 12 ~ t27~05x 12 N W TOP EL. 117.57 NEW AIR RELEASE MANHOLE #13 5 5 w C~E~"10 PAtH x117.15 1~9 Z
i ~ Z 12 D ~ NEW SIDE DITCH TOP EL. 121.59 ~ ~ INV. EL. 120.85 (BEG. 3) `I, o /R TEMP. SILT FEN 12 ° x ~s.91 !
(1 MIN. DEPTH) g 2Wq~ „5.76x ,13.09 ' ~ -I RkIPH A a7RLE1r 4 8 MJDI a o~yf aVlg~ 14.9Y PR~ERTY ACQUISITION WIDTH VARIES TEMP. SILT FENCE ~ 117.X5 nFso ' \ 111 i I I ~ ~ ~ Q 116.31 ` ! it .OD 117.89 117~xs1 11 .30 ~ r~"' Swb/'~ N
I „ 3.4, STA 92+88.23 TO STA 95+70.00 INSTALLED BY v ~ DB 424 PG 751 ~ 2Q' ~R 115.03 ~ 12 22.5' BEND W / 2 AT STREAM CROSSING „ j J ~ ~ ,
i + _ I 37R avF, f~~ R~ x„7.77 DIRECTIONAL BORING WITH 281.77 LF OF 10 HDPE, to r D~-''---- / ~0'~'~ x120.97 DIPS SDR 9 200 PSi SEWER FORCE MAIN j i t o t
I ~ Z NEW 12' WIDE GRAVEL ACCESS ROAD "x'30 C 3O. 7 121.x6 AOMYtAI. C HONEU. ~ na.12 - x o`er D67~47PG528 ~ 18.31 ~I j _U_fn 1Q
4 CQU4S1T1 N Bli x CLASS B RIP RAP ON FlLL 9.OPE oe 747 PG 528 OPER ~r 2228 ' 114.33 2~~ FROM APPROIL STA 5+00 TO 6+40 STA 7+55.56 V t ~ 12 HW R 5 25 R / ? P? (23' THICK WITH FABRO; UNDERLAYMf?tT)
O 5 O END NEW SURVEY CENTERLINE t2a.s~ x1221° ALIGNMENT B-B FDR RE-ROUTWG Lx. OIT~Ii r°E M1 EW CONC. E I CK. DAM w 6 - J~ VEW CONC. ENDWAL " 9 o STA 96+67.97 ~ - ~'~oda ~ N
i, oN , - + 16 „4.62 15.15 5 ~ NEw ACCESS RD. AND SEWER ~tio`~'d \ TOP EL. 111.q QUiS1Tl x 2s.a2 P $ a. 13,09 12 FORCE MAW (AT TIE-IN TO SURVEY r I P~1~ M1 fOP EL. 111.41 EW AIR RELEASE MANHOLE #14 i - TOP EL. 115.28 ~ pN'""
_-_-;w x CENTERLINE ALIGNMENT A-A -STA 92+63.74) ,°s.2z RAP 1 \ 9 I ti 12237 j14: x x 104.25 DIFFUSION I 3 1 7 N TEMP. SILT F(~ 720.34 114.65 ~ 104.4 ~ 03.53ti \ PAD 12 aFFU~oN 9 13 ~ 5 I ~ Pw 12 12 a I i 7,~ J 1 111,
1S TION SKXJ PAD - 176.48 cj p5 - .163. - ~ 7 5.13 _,19iE, .a R p, ACQU 9 ~ i2°.ozx s 4 x1t2a5 ~p~. . . . ~r SIP. 9LT FENCE
p x• ` ~ qC D 12 . 1 x„2.55 ,5.65 , 12 9 . _ s , a.s4x DCO "o~ 4 ac. DAM 12 / x . / ~ 3a- 129.s~ 1 x„2.55 i ~1 ; 1 ~ ' k L ! U
L 175.65 ~ -.-r- .87 ~ O mA 12 ~ ~ ~ x119.96 119.75 ~ 47 25~R FENCE T 1 2 D O6:fi 03. 94 TEMP. SILT FENCE it5i5 i5. '22' D8 0 25R i 1 x127.50 z ~ ~ ~ 115.89x ~ ,11.27 ,09.87 .fit ~ CK. DAM $ n ! Z 25'R ~ ~ ~ IZ O
x128.52 5 x- ~ ~ lA x120.31 15.20 / 719. Op A Uis D 114. x x 0 7~' 1141 1141 ~ 1 .3 ° ~ O
4 12s.o7 c 71x.37 ns.7s n5.oz / . s 02 , 12 N T 714.40 / "~y 7 ---m.- 03. I CK. DAM O -q 715.40 115.50 / / _ _ - l na.7a ~ m ~
' o mz / f 12 176.31 ,16.09 115.09 / / 117.29 1 1 128.02 P 123.76 11 .91 178.84 117.19 117.8 P/L 122.73 118.51 ( P . 112.93 x 1 .28 105.20 ~ it 3 18.53 ! p N x 1X52 18.67 I®118.65 i O LL
f -88}~00 I ---x 189+00 ~ 90+00 / 91+00 -x 92+90 93!00 DR 712.49 94+~ - 103: .Z4 . 6.00 95}00 114.23 f 116.68 5 i - f,tF - l - „g.59 x120.53 NEW 12~ WIDE GRAVEL ACCESS ROAD 114.23 ---117.78 CK. DAM 4 116.1 11 ! C9
122.24 118.15 717.48 / / 12 37~R i '1 6. 04.8 _ x 119.83 / x 122.05 x 113. x 114.98 ~ _ _ 12 ~ ~ - ' ! - ! (n 11 .84 ' p I LLJ
N x120.69 / ~ x ns.zs P P. CQ IS1 ON ' x,27.2, ~ ~T20.52 , p 122.20 I ~z: "i-'` w 121.os BEgN SUE-LINE w Z ~ ~ 1 4 (FUTURE 3rR 8" MJDI ' ~ U
i. ~ DITCH UPSTREAM o m'a ~ / ~ n CK. DAM DIFFUSKW NEW 8 PVC, C900 ~ ) ~ ~ ~ , / 32 -N 36 RCP 12 8 MJDI Pao y I , ~ 9 0 . . . . . . )D 105.51 129.61' PAD ~ ~°N~ 45° BEND(2) ~ Q W
9 SEWER FORCE MAIN Z / INV L. 113. x120.97 22.5' BEND x 58 IN ~ ( ) 12 105.6 70414 12 ~ (FUT1~E) ~r J
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NOTES: 1. THE NEW PROPERTY ACQUISITION (CITY OF GOLDSBORO) IS TRACT 6 (HOWELL PROP.} DB 2806 PG 714 + 4~ r~+ ~ !
AND TRACT lO (GURLEY PROP,) - DB 2805 PG 32. I ~ ~ / i I
2. ALL CLEARING AND GRUBBING FOR THE WOODED AREAS SHALL BE HAULED AND DISPOSED OF OFF-SITE. ~h'-
3. ALL AREAS WITHIN THE "PROPERTY ACQUSITION" LAND THAT ARE NOT SCHEDULED FOR ABC STONE, RIP RAP, OR ARE EXISTING WATER WAYS SHALL BE PROTECTED WITH EROSIaV CONTROL MATTING PER DETAIL #6, PLAN SHEET X12. j << ~ q %
4. SEE DETAIL 1, PLAN SHEET X12 FOR CONSTRUCTION SEQUENCE. r
j 5. SEE DETAIL #2, PLAN SHEET #13 FOR STORMWATER DETENTION HEADWALL DETAIL. 5 ~ 1 ~ ~f . SILT ~cE ~ I ; X N~
12 TEMP. ALT FENCE
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100+50 - - - - - - - - 101+00 101+50 102+00 102+50 103+00 - - - - 103+50 104+00 104+50 105+00 105+50 108+00 106+50 107+00 107+50 108+00 108+00 108+50 109+00 109+50 110+00 110+50 111+00 111+50 112+00, 112+; OF 13 SHEETS
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f4 I
j NOTES:
1. THE NEW PROPERTY ACQUISITION (GTY OF GOLDSBORO} IS TRACT 10 - DB 2805 PG 32.
2. ALL AREAS WITHIN THE PROPERTY ACOUSI110N° LAND THAT ARE NOT SCHEDULED FOR ABC STONE, RIP RAP, OR ARE EXISTING j WATER WAYS SHALL BE PROTECTED WITH EROSION CONTROL MATTING PER DETAIL #6, PLAN SHEET ;~12. SEE PLANS OF STERNS & WHELER FOR LIMITS OF CONSTRUCTION
I 3. SEE DETAIL ~!1, PLAN SHEET X12 FOR CONSiRUCTiON SEQUENCE. ON CITY OF GOLOSBORO'S PUMP STATION SITE
i 4. SEE DETAIL ~2, PLAN SHEET #13 FOR STORMWATER DElENT10N HEADWALL DETAIL. i j
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I HELEN L k ;'AWAN E GODNIN ~
x DB 863 P6 225 117.7 f ~ I W
4 5 CLASS B RIP RAP APRON ac. DAM 7 (L=5', W=5', iH=23") 12 12 clc. ~aM ~
ry STORMWATER DETENiION HEADWALL 2 5 12 TEMP. SILT FENCE x118.44 C~ EK 10' PATH '
i 4" ORIFlCE HOLE (T1P. OF 4) 13 TEMP. sLT FENCE I NEW 12' WIDE GRAVEL ACCESS ROAD 1 Z 119.44 x118.62 i
I x117.12 1 x 117.32 4 CK. DA ~ 119.17 i
® C L EX 10' PATH x 119.17 I 1 2 f1W C/L E%. 10 PATH x117.10 ® . PROPERTY A UISI ON „ CMF _ ~ - - - z.- -
i n.75 ~ CK. PROPERTY A llISITION Hw _ - ~ _ _ --r • - - ---1.78.6+1 - - ~ ~ ' ,a n, --r47i6 ----0- 2 ~ - 1 t 119.59 19.59 - ; j --.`--178.95 - ~ 7 .___--;ig3a - - x119.58 ~ it119.1 ~ + .A
_ uzea- - 1.2 19 1 I
174+08 115+00 i1fi+00 177 2 118+0 119+710 120+00 / ~ 121+D0 119.97 r x 119.48 ~ 122 ~ 118+00
no+ao ~ nt+ao nz+oo ns+ao ti+-~ - -y,._ ""F-- ~ ~ - - z116.9fi 117.64 1
- 117.70. - / . ~fi.81- i ri i ~ i ~ /,r 18.92, , . ~r v/ ~ - ~ t tip ' PR RSA A~}U1S~ T a. ~ ~ ~ / /
/ . / ~~9 P,ER'fY U1S! i 11~r % 1 1 . e ~ f- / r i /r ~ - % i i ~ % / r`' ~ / , Nr % ~ / i j~l i%.~ / iAQ/ ~r ~i. i r/r' / ~ i,~- '.:i i i i ~ , / ~ ' an aF co~oRO r• RALPH A fAJRIEY ~ DB 2806 P~8 714
OB 424 PG 251 \ 1 ~ ~1.~ ~SL 47G r f 10' TEMPORARY ~ ~ 1 ~y,
4 ac. oAM 20 -NEW 15 RCP ~ DAAr 4 NEW SIDE ~ ~ 12 INV. EL. 113.80 IN 12 5 TEMP. 9LT FENCE DITCH CONSTRUCTION EASEMENT {TRACT 9-OB 2805 PG 35) \ ~ (
D INV. EL. 113.60 (OUT} 12 ~9 (FUTURE) ~
I ~ STA 120+63.82 ~ ~ ~ NEW AIR RELEASE MANHOLE X16 ~ ~ } ~ ~
I n „ i 2 NEW 8 PVC, C900 r,1 ~ 5 TE1~ gtT FENCE srLT TOP EL. 119.92 j N ~
~ r SEWER FORCE MAIN ~ 2 ~ O ;
Z LIMITS OF CONSTRUCTION WITHIN PROPERTY ACQUISITION AND TEMPORARY EASEMENT cFU~RE) OA #o
LIMITS OF CONSTRUCTION WITHIN PROPERTY ACQUISITION ANb TEMPORARY EASEMENT ~ ~ ~ 'si I w II ~ ~ ~ " w m w' II
i O ~ I ~ ~ J I v j W w ~ ti
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STATIONING SLOPES HEADWALL HW STATION PIPE SIZE HW INVERT EL "H" (HW HEIGHT) f _ _ I ! ~ ~ O w
I n , 107+05.16 - 112+78.94 LT 1.5:1 ® 112+78.94 2 113.83 3.5 1 ~ ~ I ~
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5.16 - 112+78.94 RT 1.5:1 D 112+78.94 2n 113.83 3.5' j 107+0 i - - I s~ ~ ~ ~~1111 ~
112+88.94 - 120+63.82 LT 1.5:1 ® 112+88.94 2" 113.83 3.5' ,I
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112+88.94 - 120+63.82 RT 1.5:1 ® 112+88.94 2" 113.83 3.5'
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i f , ~ I I I ~ I I I 1 I - ------a----- ` i -F--- v
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I I ~ ~ r I i I- ~ I~ ~ I 1 I _ i i r I - :PVI ST =112 83.94-;------~-- ~ -----t-------- ` - ---i- - - --I-- --I-- - i-- , I ~ i I i EX. SURFACE E NATION I I I ~ ' -r------ ~ 1~.~._~_ 2-~_-_ ~ r - , ~ 122 p O °
I I Lt1 I - f L71 t I I t ~ 1 i f ~ ! PVI E1~EV - 1 6.05 ~ , i i t ~ - ~ _ U - - ~ '----~---~----f--~-~SUR1~1C ~ i ---I--I-- f i I ~ -a--- I I - - ~ ~ m - -~=T'24.28 I U vi j A.D. =,~=2.377 ° i ~ ~ ~ ~ ~
j ~ I ~ A. - 1. 0 I ~ w I I I ! ~ ! I I i , ~ I r ~ I I I I I I i ~ I ~ ! ~ w > U f K = 12.14 >ri ~ o ~ ~ j I r ~ I i ~ > i _1__ ` - + 120 c~ a
120 ' -__I~____ 1 m ~ -200. jw -~----I _ I { I I I i k _ I _ i i I I ~ - - 1 I ` - ~ f - ~ ~ ~ ~ - r~-- ~ N (7-- ~ ~ tin i '
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I I I I i ' Z O_ I I i, I I I 1 I I I ~ I ` i I ~ i Z ~ I I I ' - I - I---1------ I - I ~ g> I i 1 > I 1 I I i i - ! ! i I ; ` ~ j i X cn
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f ! ~ U ' ' h I i i I i ~ 1 E i i
~ i ---rt---{'~- ~ ~ Z - ---i-- - - I ---f----i---- I 1t-- --i - I - 1 f -i i -j------ I E t ~ ~ I I , I I I i I - ~ t i - i - ; ~ -r- - 1----j--- i \ z ~ ~ ' ~ I_ w ~ ~ S Q i '
I j 1 1 - - - - f I f 1 f i ~ I i I - - , ---4---------1-----~----- ~-~------;---1-- ' 112 i ~ ~ i ~ ~ ~ ~ o ; ! ~ ~ -
I ~ - 1 f I I _ I ! I ' - I - ---t---- i----~---- ----I-- f --f---s- + ~ ~ - , --t-- I ~ ~ ~ ~ I I i I I " ~ - - - ~ x I i i ~ ~
; ~ i I I i STA 11 +83.9^) ~ I ~I ~ _ I_ i _ I ~I i i I FUTURE I ~ ~ j - -i------- I ~ I--- Z W ---;------ti -------~---------i- I -j---- -'----i 110 ~ ~
110 --I- --r-- I f-2 _ 1• - -r- i , I^ -I- NEW '8" PVCrtC900 SEWER F RCE M N i , I 1 I i ~ ! j I i ~ ! l j I f I ~ ' N
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I I ~ i INV. E 113.6 OUT I ~ ~ ~ I - - 108 --------fi-_-- - ~ ------i---- f j----- I i i - i I i -7 i I- ~ - ~ r ~ ~ I ~ , J ; I " i I 3
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t f I I I t ~ I I I ~ I i -~._.___.1._-_._-__-~_-_.____. ~ _ ~ a__._._____
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I i i ~ I I 104 - ~ -----~------r---- -t- -r- a ~ - - ~--i-- ~ -I- I f ---~------i----,-------;--- I ----I___--_.k~ i ~ .L.__ - ~ X104
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t ~ I i i 1 { 102 ---~-_-..--I--____--I----r-- ---I---' --I t i --t----r----I------ ~ I I ~
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i I j i I ~ I i -+---------l------- 100 - - -I ~ , ~ i ` _------~-------i I I ~ t ~ I - ~ - _ ; - loo ~ Z ~ ---~F------~-------~---- - ~ C9 X ' 1------( I " j i i I j ~ U z W
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I i I ~ t ~ ~ i I I H I I I i I i i ~ { I ~ I ~ I 1 1 ~ ~ I i I ~ I II I I i ~ U
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f ~ ~ , I f I ~ I ~ I I ~ 1 I ~ -=r--_ t 1 ~ I T--- T"---- i I ~ i- I ~ i --f-_---,_-- , ~ ~ I 1 ~ i I ! ~ Q o
90 - - - - - - - - - - - 90 CL m
AOL_ - - j ~o - - - - - e
I - - r----- ---L - j - - i- - - - - - - - - -F-- - - - - - - NEWj C jL A CESS ~ T t E
- € Sl IaF ga - 88 - - - . EFV 9W--~ j ALONG S*VEY LINE ;A A ---t----- ; - - - s i
- ----I-----r-------- ~----------r-- --~------rte i - --7
SHEET NO.
Cf ~t n and 00 o d CD m d o 0 to W coM d T M T ao m N ~d M a~ (o n 0) mN o ~n ao n n n0) N ooh to 't Of N n~ N ro01 N cn~ m 0) n N~ o w00 co Mr N MM M M(o d' 0000 M oom OR oM N d IQ M N 10
N d M0) N w aoM r rM r r~ r rCD n co 00 CD mT rn -M M to CD co oOD M coT m oM C14 CC m o n ao ~ 00 ucc r r; td cG r i0 6 m m C6 m co '6 6 C6 m ~p m m 4p m ui 1\ co r rz n rz n c6 r 06 of 00 of of 00 of of 00 of ro 00 a ro aD od od 0; od ad aj od ad Of ao ro 0; of of 0; ai of ai ad 46 ~ r 4 4 N
;z ~ T ~ T ~ T ~ T 7 T 7 T ~ T ~ T r T ~ T ~ T ~ T r T r T T ~ T ~ T T T T T T T. T T T T T T T T T T T r r r ~ r r r r {
+50 111+00 111+50 112+00 112+50113+00 113+50 114+00 114+50 115+00 115+50 116+00 116+50 117+00 117+50 118+00 118+50 118+50 119+00 119+50 120+00 120+50 121+00 121+50 122+00 122+50 123+ OF SHEETS

i ;x95.74 ~ \ \ r ~ 't i ~ ~ I NOTE: ALL MATERIALS SHALL MEET THE REQUIREMENTS ~ NOTE: ALL MATERIALS SHALL MEET THE REQUIREMENTS
~ ~ ~ \ \ \ y`9 \ \ SET FOR1H IN THE LATEST EDITION OF THE NCDOT j ` \ ~ ` \ \ r ~ 1 I STANDARD SPECIFlCATiONS FOR ROADS AND STRUCTURES. SET FORTH IN THE LATEST EDITION OF THE NCDOT ;E$, STANDARD SPECIFlCA11ONS FOR ROADS AND STRUCTURES.
i ~ - \ , \ \ 1 , 1 EDGE \ ~ ( 1 ~ - ,9y I NEW PEPoM~EiER FENO€ t ~ EDGE OF EDGE OF EDGE OF EDGE OF EASEMENT EASEMENT ~ EASEMENT
' \ \ EASEMENT EASf]~I \ ~ i ' , ' v A ~ \ ~ ~ i 7.5' 9sso 1 7.5' 15' 15'
r ~ i \ { ~ ~ 1 `t , , \ ~ t q ~ I ' ~ ~ , - ~ ~ ~ V ~ I
i ! . \ ~ ~ ~ ~ \ I \ r. ~ A ~ V A v v 1
- ~ \ \ ~ 1 1 s~a4 \ , \ ~2 (FUTURE) ~ ) \ , \ I ~ ~ ,l PU P ST'AnON\ ~ 1 \ ~ CL ~ NOTE: 5:1 DITCH SIDE SLOPES TYP. IN AREAS NOT ~
I I ( \ " f ~ \ ORCE CON ACT \ \ , i EX. DITCH I ~ \ ~ ~ v ``9~ AIN CON ACT MAI ~ i I EX. DITCH DITCH PART STORMWATER DETENTION AREAS ( DITCH
~r ~ \ GIN 10 , ~ \ ~ 1 1 I ~ ~ 2" SUPERPAYI: TYPE SF 9.58 I , ' v, V ~9 OUT519E GA \ 4 1 :t i ~
I ~ STA 729k77.7 ~ \ t 6„ I ~ 101.82 \ V A ~ t \t ~ \ + 1 6"
_ ~ ' \ `z „ 0.25' I 1 A ~ 0~ A \ \ t o m ' I / ~ \ \ ~ ,f FUTURE 10° P,VC, C90 1 X0.25 LF ~ 0.5p° ~p,2,5 LF 0.25" ~ 0.50° ~ 0.5~ 0.5p'
~ \ ~0~ ` '`t \ `i `c~ SEWER FORCE'MAIN ! 0.~ ~ ~ ~ SEE PLAN STEARNS~ \ ~l ~ t I to ~
CONiR1UA1TON OF NEW RS ~ \ \ ~ A ~ ~ 1 ~ ~ 3 !f i ~ y AND PUldP STATION TE GRADING \ ` \ \ m ~ ~ ; 7 3 ~
\ ~ 5.08 \ ~2: \ ~ ~ ~ N I t \ i ~ , \ ~ 8' ABC STONE BASE $ ~ 1, 12" ABC STONE BA ~ Q 7
i \ \ ~ ~ ~ \ \ \ ~ y 3~. \ ~ \ ~ ,V \ \ ~ , ~ t ~ 1 ~ I
/ _ v ~ ~ \ 3 P~ SDR v, I r~ ~ \ \ \ i \ y PIP , ` I W
i \ ~ ~ ~ ,104\ ~ \ ~ 2° P SDR 21 STA 123+16.23 -END 12" THICK ABC ~ • ~ \ ~ ~ \ , / \ ~ t \ WATER PIPE I YARIES VARIES 1.5' MIN. 6' fi' 1.5' MIN. 1.5' MIN. VARIES VARIES 3' 3' 3' 6' 6' 3' 3' 3' ~
NE BASE PER COX EDWARDS PLAN \ ~ I STD \ \ 105-~.1 EW G lE ~ ~ _y___F__;. ~ 1~ SHOULDER SHOULDER SEE PLANS OF STEARNS & WHELER. ~ ~ ~ ~ ~p~ \ ,r 127+00 SHOULDER SHOULDER SHOULDER
i NEW 15' WIDE GRAVEL ACCESS ROAD. a\ ~ \ D ~ \ t :t 1 ~ 1 ` STA `727+13.47 E.O~,L. 'I (15' TO PUMP STATION) \ \ >Z. \ s
r A ` ` ~ 1 `I ~ \ - ~ t \ ~ \ Vt i ~ t t i (FUTURE)
8 MJDI 112.9E _ \ 1 i ` , 1 % x85.45' i ND ~ \ ~ \ 15F` x t .63 1 x90.741 ~ ~ 87.70 i. ~
\ i ` ~ I 45 BE ~ \ ,100 ~ o t s ~ \h~ 123+ ~ \ x t \ \ , i ~ ~ N.T.S. N 1 TYPICAL ACCESS ROAD SECTION 2 N.TS.
1 \ x1 9~ CUUM ~ ~ I 7 t I 114.so ~ ~ 105 ~ ~ }
~ tt4.x ~ 1 .37, AnON j I I / q.~j, y - ~ `i ~ ~ f
152 J ~ \ \ l ._`1 ~ 4 ~ ~ I
~ 1 ti \ \ ~ ~ i t 1 t ~ I I ~ t ~ \ \ _ ~q ~ ~ 1 ~ ' \ ~ 11 , CH-BN-3AS (4' HIGH) FRAME AND (MATE FURNISHED BY SUPERCAST, INC. UPERCAST, INC. CONSTRUCTION NOTES:
~ i ~ ts2 ~ t NEyy~~11 12' WI GRAVELVtCCESS READ ~ / _ ~ ~ ; t ' ` ~ ` 7 'tl 1 OF GOLD5BOR0 OR APPROVED EQUAL FOR DI ~1.
~ \ (BE(',1N WIDENI G TO 15~ ~ 4' PV6 ~ \ t ` 1 1, ~g,3g 1 , 8z~~, ' f` F 4122-6172 2.5" HIGH FRAME AND GRATE FURNISHED BY SUPERCAST, INC ~ / ~ \ ` DRAIN, ~ff 1 i sq 3 ` xs3tss i ~ ( ) BY SUPERCAST, INC. 1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET. 2. DRNE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUND SURROUNDING THE INLET. SPACE POSTS EVENLY AROUND THE PERIMETER OF THE INLET, A MAXIMUM OF 4 FEET APART.
i \ \ \ ` xt07~0 \ ` `fioass,W, , l ~ x~ \ i ' ~ , I I i OF GOLDSBORO OR APPROVED EQUAL FOR DI ~2. ~ r \ ~ y xtasss t0as~ i y ~ \ ~ nt.z7~ tos 5 x1os.7o ~ ~ \ 1 ~ I ~NEW~GRA L I ns / ~ x x1t0.34~ ~ % i , ~ I I i I 3. SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH. SECURE THE WIRE MESH TO 1HE STEEL POSTS AT 7HE TOP, MIDDLE, AND BOTTOM. PLACE A 2-FOOT FLAP OF WIRE MESH UNDER THE GRAVEL PRO~CTED AWAY FROM THE INLET FOR ANCHORING,
I x f 1 ~ x13.28 ~ ~ \ ~ 1 l i i % x 7 1 5.88 ~7 \ 1 ~ 1 i i ~ , { I I I x 17.79 ~ ~ \ 2'~ STE/J1N B WHELER { { t n ~ v SEE P6AN5 OF S~- ~ ~ ~ i i : ! ~ i t } i 4. PLACE CLEAN GRAVEL (NC OOT ~5 OR ~E57 STONE) ON A 2:1 SLOPE WITH A HE]GHT OF i6" AROUND THE WIRE, AND SMOOTH TO AN EVEN GRADE 5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABIUIED, REMOVE ACCUMULATED SEDIMENT, AND ESTABLISH FlNAL GRADING ELEVATIONS.
~ ' NEW PVC, C900 FoR coNnNUAnoN of rt~w Togs ; ~ I ~ r v - AND PLOP stAapN srE c~G rxAN ~ ! ! ~ ._i-=- { I I STEPS 6. COMPACT THE AREA PROPERLY AND STABILIZE R WfTH GROUNDCOVER.
I A SEWER ` ORC~~ vMAIN v A ~ _ _ v v, v I , i ~ ~ ~ ~ ~ ~ ° ~ O 2'-2" 8' MAINTENANCE: ¢
I 9' V A j ~ w ~ t j - ~ 1. INSPECT 1NLE1S AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT. ~
f : ^ \ \ ~ ~ \ CITY OF \ I I ~f ,i 1 i t V ~ 88.11 l A DB ?.808 PG 714. ''s ~ ~ ~ 4° 4" v v \ I 1sF` t { i i t t~ ,xsz.at, ~ r ) I \ \ TRACK 1, PC N-~ 470 \ ~ x 98.99 t 2. CLEAR THE MESH WIRE OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS. N II ~ 3. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING SEDIMENT REMOVAL
f ~ \ \ \ \ \Ll o.,o '`4 ,\x,(IB- ~l oa.46';X,(~1ss \t ~ \ ~ I I I 8„ s y _ .e. fir. ~:.~!',..,1 4. REPLACE STONE AS NEEDED. ~ .......1: ~ w J ~ II
~ \ \ \ x 112.4 ~ x 111.39 \ ~ \ 1 ~ l } , ~ \ , ` ~ \ ~,f . ~ ~ ' r x \ x114 \ V A V ~ i 1 ~ ~ V t A \ V ~ ~ ~ ~I I x ~ q „5.5F, ~ ~ tt \ I T * THIS PRACTICE MUST NOT BE USED NEAR 1HE EDGE OF FILL MATERIAL AND MUST NOT DNERT WATER OVER CUT OR FlLL SLOPES. LJ.I ~ U
t 118.47 q \ \ \ 11 1 ~ } \ I \ ~ I w N Q
I , ~ ~ ~ v \ ~ ~ ~ ~ v ~ { 1 l I ' qwk k~,~ \ ~ V A ~ t \ V , t ~ t I 4' MAX. SPACING BETWEEN POSTS
0 ~ v v ~ r i 1 v ~ 1` ~ ~ ~ s>rcnoN a-a \ ~ V A ~ A ~ ~ i ~ .r t t V A T: '1 V I N.T.S N.T.S SECTION 0-0 1.25 LB/LF STEEL T POST m ~ z J MIN. 5' LONG WffH PROJECTIONS Z Q N.i.S TO ALLOW FABRIC FASTENING Z ~ U
4 i ~ y~ ` ~ v \ \ i 1 1 r ~ ~ ~V ~ i t I e5.95
a~O~U>E,~ ~ r.. \ ~ ~ 1 1 4 ` , 10 .91 119X.2% iss { ~ { ' R ~'i \ \ \ \ 11Y.34 x09.58 } 106.0 t 'tx 3, i ` 9S \ 0 113.70 ~ ~ t ~ f01.2~' t ~ 9850 \ \ i t i i I PLASTIC OR WASHED~STONE~7 ~ W ~ ~ WIRE TIRES ~ ~ Q O W
i 6 \ \ \ 115.89 \ 114.58 \ Rte--- 1 ~ 'i, 1 1 ~ 1~ 1 ,t 1 1 ` ` , ~ 117.94 j X113.13 / ~ / '1 1 \ ~ ~ i ~~,x / t s I I 1 l i l I 19 GAUGE WIRE HARDWARE CLOTH Q Q = ~ WITH MAX. 6" MESH SPAC9VG.
I 19.86 x119~~ x j i j ~ i / 1 t t ,t ` ~ i 1\ + f ~ i ~ 1 t t I C C PROVIDE 2' FLAP OF HARDWARE CLOTH WITH MAX. 6° MESH SPACNG 0~0~O~o~O~~O~o~ l !
l / l \ 1 1 ~ I { ~ 3' , / 1, \i I I ~ 1 \ 4 ~ ~ ~ ~ ~ ~ ~ t ~ t I ' ~I
~ t i 1 ' I ~ I~ NCDOT ~5 OR X57 ti• m u~f ~f U~f ~JU ~uf~~J \~1 11 ! wASl~o SfW1E \~~~~P Sp~,b~,~ a
~ ~ / / I r j t I ~ !I I ~ - ~ / NATURAL GROUND - 0~~000~0000~0~0 ~ \ N
i , I ' i I I r,, } I u UUUU ~O: OAP ~ ~ I
i wP 1 ; FlLTERED WATER _U _N i ~ F-_ ~
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~v~ PROVIDED BY STEARNS &WHELER. \ AR JOINTS WILL BE CONCAVED TOOLED. I , I 2. ALL EXPOSED MORi ICI(. FRONT NEW /!!11 1T1
2. SEE PLAN DRAWINGS OF STEARNS &WHELER FOR PROPOSED PUMP STATION SITE WORK. ! i ~ t ! 3. 3000 PSI CONCRETE IS TO BE USED. :D BY FORMING HARDWARE CLOTH & BLOCK GRAVEL INLET PROTECTION 4
I ~O ~ I 4 POURF~-~ NG~ QORORPRE~AND FOUNDATIONS TO BE ACCOMPLISHED BY FORMING Q, I ( ) { i 5. ALL DROP INLE15 OVER 3'-6° IN DEPTH SHALL HAVE GRAY IRON CASTING OR COMPOSITE NG OR COMPOSITE C~JGS. 7 Z
I ~ ' ~ ` 1;i PLASTIC-STEEL CONSTRUCTION STEPS PER SPECIFlGATIONS. STEPS SHALL BE PLACED 72° I Ll BE PLACED 12" O.C. VERTICAL.
~ ~O ~ j ~ i 6. THE #57 STDNE UNDER THE CONCRETE BOTFOM SHALL ~ INCLUDED IN THE PRICE OF EAC I ~ R4 PO~Y ~ ` STRUCNRE. I THE PRICE OF EACH DRAINAGE ~ Q O Ol Q
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{ . 131 ' T I -1- -I ! f ' I TO ALIGNMENT B-B'S CROSS-SECTIONS FOR AREA { f ~ I i i REFER
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N I ~ I ~ i; I I I L- E 126 i I ' i i 126 126 - - --~e`- --1o-`-.-' 126 j i
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127 ~---`--c<r~----~--~--!--I 127 i 1~ I ~ I I ' I 133 ~--~----t~-~- -F---~ E =EASEMENT LIMITS i I I N; f roi ~ k i i 124 ~-,-1_ i--~ i 124 120 120 Q Q m -F---~- ~ 133 -a`Fea- ~ ~ j `
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126 126 dio k t E -20 -10 0 10 20 30 40 50
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ALIGNMENT B-B
ALIGNMENT A- A- OF 3 SHEETS

6+50
E/T E/T 125 ~ - - i ~-T--T- 125 97+00
I T I {T ~ ~ ~ ~ 94+50 E E
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ALIGNMENT B-B- ALIGNMENT A-A. 9
OF 13 SHEETS

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104+50 121 - ~ k --k--~ 121
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/ i { ~ I 110 ~ - - - - - I - 110 101 . - -~-f ! - --t- - - - ~ 101 I ~ ~ i { 1 ; ~ I 101 91 ~ ~ ~ 91
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tos - - ' ' los too _i-- - _-~----r--' - --I too 120+00 121+50 ~ ~ ~ - / - l i i i ! I I I I j I 100 ! 1 ~ I ~ ! ~ ' W l~ ~ W ~
i / ~ , I E~ ~ EST ' € ' ~----I j 1 ! ; 1 _ I 121 ~ ~ - -r-r-r 121 122 ~ 122 108 ~ - i 108 99 + 7 99 ' ~ ~ ( ~ I i ~ ~ ~ ~ W U ~N I 89 r--- - -r-- -'------I------; 89 ' U -f--7 99 ~ I I
I j T0~ ijlN, T ~ 1 I I~ i ' I i I j I I I , i j { 1 I T X U
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i I i i { { i I t- ~ ~ i ~ { I I ~ j ~ ~ i j j { j j I I j I I ~ ~ i I ~ I ~ ~O
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f j ST E 119 -j- - - r 119 i 0 Lc)
4 I I ` I i i s I 4 i I ' j ' -i - - - 117 - - - - - 117 ( ----i - - 104 104 95 t-- -E--- -m 95 ! 1 116 I-- t - --I r-~ F~ - - 118 to ! T 95 85 - - t - 85 O J , I aMO I NO
IC! ti ro EXI OD 10) ?m i o'a o~ Oil I ' i ri ~ ~ r CJ 10._ °00 20 30 -40 5084
r = - - - - - L -1------i- - a---~ - - - 94 ---~--1 - --1--1116 103 - - - - 103 94 L 116 - I----.1---- - . - - -50 -40 -30 -20 -10 0 10 20 117 117 - -50 -40 -30 -20 -10 0 10 20 30 40 50 -50 -40 -30 -20 -10 D 10 20 30 40 50 40 -5094 84 50 -40 -30 -20 ._..--10--PR
-50 -40 -30 -20 -10 0 10 20 30 40 50 SHEET NO.
ALIGNMENT A-A- 11
OF 13 SHEETS

CONSTRUCTION NOTES:
1, INSTALL GRAVEL CQNSTRUCTIgV ENTRANCE. 1. CLEAR ROAD BED AND PARKING AREAS OF ALL VEGETATION, ROOTS, AND OTHER OBJECTIONABLE MATERIAL 2. INSTALL PERIMETER SILT FENCING UP TO FlRSi STREAM CROSSING {36' RCP-STA 5+63.45 ON ALIGN. B-B). 2. ENSURE THAT ROAD CONSTRUCTION FOLLOWS NATURAL CONTOURS OF TERRAIN IF POSSIBLE.
3. CLEAR AND GRUB WORK AREA UP TO FlRST CROSSING. 3. LOCATE PARKING AREAS ON NANRALLY FLAT AREAS IF AVAILABLE KEEP GRADES SUFFCIENT FOR DRAINAGE BUT GENERALLY NO GREATER THAN 2-3~. 4. ESTABLISH TEMPORARY STAGING/STORAGE AREA SHOWN. 4. PROVIDE SURFACE DRAINAGE PND AVERT IXCESS RUNOFF TO STABLE AREAS F3Y USING WATER BARS OR TURNOUTS. CONSTTtUCT10N NOTES:
5. GRADE OUT AND R4STALL NEW ACCESS ROAD AND SIDE DITCHES AND THEN PORTION OF SEWER FORCE MAIN SHOWN. 5. KEEP CUTS AND FlLLS AT 2:1 SLOPE OR FLATTER FOR SAFETY AND 5TABILTTI' AND TO FACILffATE ESTABIJSHMENT OF VEGETATION Ad4D MAINTENANCE CONSTRUCTION NOTES: 6, INSTALL FlRST CROSSING. 6. SPREAD COARSE AGGREGATE EVENLY OVER FULL WIDTH QF ROAD AND SMOOTH TO AVOID DEPRESSIOidS. 1. CONSTRUCT THE FlLTER FABR~ FROM CQNTINUOUS ROLL CUT TO LENGTH OF BARRIER TO AVOID JOINTS. WHEN JONTS ARE NECESSARY, SECURELY
7. FOLLOW STEPS 2 AND 3 AGMN FOR SECOND STREAM CROSSING (60° RCP-STA 94+53.92 ON ALIGN. A-A). J, WHERE SEEPAGE AREAS OR SFASONNLY WET AREAS MUST BE CROSSED, INSTALL SUBSURFACE DRAINS OR GEOTTXIILE FABRIC CIATH BEFORE PLACING CRUSHED STONE 1. STABILIZE OUTFLOW AREAS ALONG CHANNEL TO RESIST EROS~N. 8. GRADE OUT AIVD INSTALL NEW ACCESS ROAD AND SIDE DiTCFIES AND THEN INSTALL SECOND CROSSING. g, VEGETATE ALL ROADSIDE DffCHES, CUTS, FILLS, AND OTHER DLSTIIRBED AREAS OR OTHERWI~ APPROPRIATELY STABILIZE AS SOON AS GRADING IS COMPLETE. 2. KEY THE STONE INTO THE DITCH BANKS AND EXTEND R BEYOND THE ABUTMENTS A MINIMUM OF 1.5' TO AVOID WASHOU .5' TO AVOID WASHOUTS FRDM OVERFLOW AROUND THE DAM. FASTEN FLTER CLOTH ONLY AT A SUPPORT POSE WITH 4' MIN. QVERLAP TO NEXT POST. OSKN1. 2. SUPPORT FILTER FAIITtK; WffH WIRE MESH FASTENED SECURELY TO UPSLOPE SIDE OF POSTS. EXTEND WIRE MESH SUPPORT TO BOTTOM OF TRENCH.
9, AFTER INSTALLING 2 CROSSING, INSTALL ~tIMETER SN.T FENCING, CLEAR AND GRUB, THEN GRADE g, PRTMDE APPROPRIATE SEDIMENT CONTROL MEASURES TO PREVENT OFF-STTE SEDIMENTATK)H. 3. PROTECT THE CHANNEL AFTER THE LAWESf CHECK DAM FROM HEAW FLOW THAT COULD CAUSE EROSION. OUi FOR THE REMAINDER OF THE ACCESS ROAD TO THE PUMP STATION LOT. 4. MAKE SURE THE CHANNEL (TEACH ABOVE THE MOST UPSTREAM DAM IS STABLE. FASTEN WIRE RE]NFORCEMENT, THEN FABRIC ON UPSLOPE SIDE OF FENCE POST. WIRE OR PLASTIC ZP TIES SHALL HAVE 50 LBS. MIN. TENSILE STRENGTH. ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM DISPLACED STONES. 3. PLACE 12" OF FABRIC ALONG BOTTOM AND SIDE OF TRENCH.
1D. REFERENCE PLANS OF STEARNS & WHEIER FOR GRADING, STAGING, AND STORAGE ON PUMP STATION LOT. 5. ENSURE THAT OTHER AREAS OF THE CHANNEL, SUCH AS CULVERT ENTRANCES BELOW CHECK DAMS, ARE NOT SUBJECT 11. INSTALL OTHER Tr?APIXtARY EROSION CONTROL MEASURES AS SHOWN AND REQUIRED. MAINTENANCE: 4. BACKFlLL TRENCH WITH WffH SOR_ PLACED OVER FlLTER FABRIC AND TFKIROUGHIY COMPACT. 5. DO NOT ATTACH FLTER FABRIC TO TREES.
12. INSPECT ALL EROSION CONTROL DEVICE WEEKLY AND AFTER EACH RAINFALL EVENT. 1. INSPECT CONSTRUCTION ROADS AND PARKING AREAS PERpDICALLY FOR CONDITION OF SURFACE REMOVE ACCUMULATED SEDIMENT WHEN NECESSARY AND MAKE NEEDED REPAIRS IMMEDIATELY. 2. TOPDRESS WITH NEW GRAVEL AS NEEDEd. 6. SEE PAGE 6.62.6, DETAIL 6.62b OF THE NCDNR EROSION AND SEDIMENTATION CONTROL PIANNIFK; AND DESIGN MANUAL FOR 'THE SUgNG METHOD' ALTERNATE.
13. CLEAR AND GRUB AS NECESSARY. 3. CHECK ROAD DITCHED AND OTHER SEEDED AREAS FOR EROSION AND SEWMENTA110N AFTER RUNOFF-PRODUCING RNNS. MNNTENANCE: 14. INSTALL ALL UTMiES WITH THE ASSOCIATED EROSI~I CONTROL MEASURES IN PLACE 4. MAINTAIN ALL VEGETATION IN A HEALTHY, VIGOROUS CONDmON. 1. INSPECT CHECK DMiS AND CHANNELS AT LEAST ONCE PER WEIX AND AFTER Fl+t3i SIGNIFlCANT RAINFALL EVENi. MAKE INFALL EVENT. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. MAINTENAPX;E:
15. COMPLETE FINAL GRADING FOR PUMP STATION SITE, SHOULDERS, AND ALL OTHER DISTURBED AREAS. 5. SEDIMENT-PRODUCING AREAS SHOULD BE TREATED IMMEDIATELY. 2. CLEAN OUi SEDIMENT, STRAW, LIMBS, OR OTHER DEBRIS THAT COULD CLOG THE CHANNEL WHEN NEEDED. 16. THE ANGLE OF GRADED SLOPES AND FlLLS SHALL 8E NO GREATER THAN THE ANGLE 3. IMMFDATELY CORRECT ANY DAMAGE FROM SUBMERGENCE AND DEPOSTNON ABOVE CHECK DAM AND EROISION FROM HIGH EEDED. 1. INSPECT SEDIMFMA110N FENCES AT LEASE ONCE PER WEEK AND AFTER EACH RNNFALL EVENT. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. EROISION FROM HIGH FLOWS AROUND EDGES OF DAM. 2. SFKXILD FABRIC OF SILT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INl}FECTTVE, RLPLACE N PROMPTLY.
THAT CAN ~ RETANEd BY VEGETATION COVER OF OTHER ADEOLIATE EROSION-CONTROL PUBIC DEV~ES OR STRUCTURES. 5D' MIN. RNHi-OF-WAY 4. CORRECT ANY DAMAGE OCWRRING BEfWf:EN CHECK DAMS. 3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE V~UME FOR NEXT RAIN AND REDUCE PRESSURE ON FENCE. TAKE CARE TO TATION, ALLOW CHANNEL TO DRAIN THROUGH STONE CHECK DAM, AVDID UNL~RMINING THE FENCE DURING CLEANOITf.
17. SLOPES LEFT EXPOSED WILL, WfiHIN 21 CALENDER DAYS OF COMPLETION OF ANY PHASE OF 5. RQAOVE SEDIMENT ACCUMULATED BEHIND DAMS AS NEEDED TO PREVENT DAMAGE TO CHANNEL VEGETATION, ALLOW CHAN WiM TT9APORARY OR PERMANENT GROUND AND PREVENT LARGE FLOWS FR~i CARRYNG SEDIMENT OVER 1HE DAM. GRADNG, BE PLANTED OR OTHERWISE PROVIDED 4. REMQVE ALL FENCING MATERIWS AND UNSTABLE SEDIMENT DEPOSITS AND BRING AREA TO GRADE AND STABILIZE R AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABIZED.
COYER, DEVICES, OR STRUCTURES SUFFCIENT TO RESTRAIN EROSION. 6. ADD STONE AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECfX)M. 18. PROVISIONS FOR PERMANENT GROUNDCOVER SUFFICIENT TO RESTRNN EROSION MUST BE
ACCOMPLISHED FOR ALL D~TURBED ARF1S WNHIN 15 WORKING DAYS OR 90 CALENDER GAYS 0 0 0 0 0 0 (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT. 0 0 0 0 0 0 0 0 0 0 Z
19. MiWd'WN ALL EROSION CONTROL DEVICES AND REMOVE ACCUMULATm SEDIMENT AS REQUIRED, UNTiI PERMANENT GROUND COVER ESTABLISHEd. O 8' NA%. SID. STRENGTH fABRIC W/ MIRE FENCE
20. FftIOR TO FlNAL CLEANUP OF TEMPORARY STAGING/STORAGE AREA ON BRIDGERS PROPERTI', ANY IXCESS SOIL GENERATED DN THE PRQIECT AND SPORED HERE SHALL ~ HAULED TO PUMP STATION SITE FOR DISPOSAL 8° MIN. 1' THIgC LAYER N.C.D.O.T. 1.33 LB/Lf SIEEI. POST 6' W1%. E%BL1 SRtENG7H FABRIC W/OUT WIRE FENCE
21. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES AND STABILIZE 1HESE AREAS. IXISTING GROUND ~i OR ~7 WASHED STONE TOP OF DITCH MIN. 5' LONG WTfH PROJECTIONS 18° TO ALLOW FABRIC FASTENING WNiE POST ~
PROFILE 1~5~ t8° MIN.
PROVIDE APPROPRIATE TRANSfT10N 5' MIN. BETWEEN STABILIZED CONSTRUCTION 14 GAUGE WIRE FENCE WBH MAX. PIASf~ ~
ENTRANCE AND RIGHT-OF-WAY/TIE-INS 0 c o ~ o m ooaa 0 00 0000$000 ~ ~ 0 12 SUPPORT SPACING FOR fABPoC WIRE TIRES o ! CLASS B RIP RAP - 9-12' BACKFlLL TRENCH AND
00000 000200000 FLOWS ~ w ti' 0 0 000°00 U DIA. STONE SIZE SYNTHETIC FLTER FABRIC, 95% MIN. COMPACT THOROUGHLY
0 0 0 0 0 p 0 0 0' ~o DITCH N< o O o 0 °o ~o° o WEIGHT OF POlYOLI:FINS OR POLY- , ESTER PER ASTM D 6461. MUST NATURAL GROUND
+SEE SEEDING REFERENCES UN~R NOTES ~7-~9 OF °CONSTRUCTON SEQUENCE" DETAIL ~1 ABOVE FOR G.S. 113A-57 (2) AND {3) p 0 O O 0 0 0 SANG REQUIREMENTS. pDy-n~ 0 2-3" COARSE AGGREGATE -ABC OR BASE CaIRSE 0 PUBLIC r 4' TO 6' 4' TO 6' HAVE ULTRAVNILET STABILNY PER , ASTM D 4355. TURAL GROUND
PERMANENT SEEDING SCHEDULE GROUND 0 16 OR LARGER AS SPEC. BY NCDOT STD. SPEC. 0 RIGHT-OF-WAY B" DOWN & 4" FORWARD • • 4' • io ~ OpS/~
TPUOnRnar CFF691c SCHEDUL 1. SEPTEMBER 1 -APRIL 1 0 0 0 0 p 0 O 0 ALONG THE TRENCH • MIN.; ; N gLOSS-SECTKSN VIEW ~ a
1. SEPTEMBER 1 -APRIL 1 75 POUNDS /ACRE KENTUCKY 31 FESCUE o 0 0 0 0 0 0 0 o P~ w~ PROVIDE FlLTER FABPoC (ROSS-SEC 120 POUNDS ACRE RYE (GRAN) PiTISACOLA 6mACR~E BAHIAGRASS (WILMINGTON, IF AVAILABLE, 0
50 POUNDS (ACRE ANNUAL. LESPEDEZA (KOBE) )
2. APRIL 15 -AUGUST 15 5 POUNDS /ACRE CENTIPEDE 40 POUNDS /ACRE GERMAN MILLET 2. APPoL 1 -SEPTEMBER 1 PLAN RAP CHECK DAM 4 GRDSS_St:CTIDN
3. AUGUST 15 -DECEMBER 30 50 POUNDS /ACRE KENTUCKY 31 FESCUE NSS. 12 5
120 POUNDS /ACRE RYE (GRAIN) 75 POUNDS /ACRE BAHIAGRASS (WILMINGTON, IF AVAILABLE, PENSACOLA THF_R4WS~ 3
5 POUNDS /ACRE CENTIPEDE +APPLY FERTILIZER AT 500 LB./ACRE 10-20-20. N.T.S. 1 2
+APPLY L9AESTONE AT 4000 LB./ACRE. 1 2 O
.S. O
FAIL SEEDED AREAS SHALL BE CULTIPACKED AND RECENE MULCH AT 4000 I.BS/l~RE N
~ Q W
SLOPE AS fTDICAIED ON PLANS ~ 0~ J Z Q
SPECIFICATIONS: 1, atl F NET S1R:ALI' BLANKET W ~ Q
12 MATERNL - 1005 CDOIFlED WEED FREE STRAW. POLYPROPYLENE NETTING, F'OLPROPYI.ENE SfftCFIING THREAD - ~ ffrNS PHYSICN. PAS OMAN FACfOR~~ THRF~ WitH W DEGRADER EL FLOWS UP TO 3S FT/SEC., SHEAR Si~SS-1.25 LB~/Ff. PLAN C4EOOVE OR ~ 9' j ~ J Z
~ e an SHALL PASS 1FSf MERRXIS ASTM ~ 777 (tHKXOIFSS), D 6524 (RESRLENCY), D 6566 (MASS PER UNR AREA), D 4595 (TENSftE STRENGTH do ELONGATION), D 1117/ ECTG (WATER ABSORPTKfN), ECTC (LIGHT PENEiRATgN). T~0 FADE OF wN1 N N Cd ZO z J
2 IXCElSiat BLANKET (USE ON SLOPES TIR1T ARE BETWEIX 3:L 7.5:1 MATERIAL - 1005 WETD FIDE EXCE1510R, POLYPROPYL7E NEt11NG, PDLPraGPrl FAIF SDTCHNOG THREAD ~ nefaaf0 DESCRmI1oE1 -LISLE COVER MANAf,EIENi FACTOR=0.022, ~IRABIE FOR 1.5:I ~fS MAT(., RATED FWi GRANITE rTDN5 UP TO 7.o Fr/SEC., sHEM srRESS~iJS LEI./Ff. CONC. _ ~ O Q
aE CEn1. a~7 a R/T sff axl PiTYSICN. PROPER1ES - 0.73 tB./YD., Hf 14)LYPROPYLENE THREAD MATER4IL WiTH U ~ 5 ~ PEER uNrr AREA D 5035 Cfc LE STRENGTH & ELOt~A , D 11 n ECTC (WATER A6'SORPIIDf7), D 6587 {LKUff PEN.j. ~ fESe. sp STIAU PASS TEST METHODS ASTM D 85z5/ECTC (TfICKNESS), D &°124 {RESRLENCY), ( /E (1ENSI 1KNr) / 1~ Z U
CXNIB. rANaT Dr 3 INTERNE - 1005 FREE EXCELSIOR. POLYPROPYLENE HEAVY BIACI( NETTNG, PWPROPYLENE STIICWNG 7HREAD 1 ~ ~ Q O W
LLF ffIL CASaAP, DESCRIPIKIN - LISLE DOVER MNUWOAE74T FA01OR~0.07t, SUITABLE FOR 1:1 SLOPES MAX., RATED FOR CHANNEL FLOWS UP TO 10.0 Ff/SEC., SHEAR 51RE55=23 LB./Ff. ~ 7p PHYSN,AI. PROPQtRFS - 1.25 l6./YD., HT POLYPROPYLENE THREAD MAIERMI WITH W OELRADER ADOIINE. . . " ' ' SHALL PASS TEST MEILIODS ASIM D 5199/ECTC {THICKNESS), D 1777 (RESIDENCY), D 6475 (MASS PER UNR AREA), 0 5035/ECTC (IENSRE STRENGTH & ELONGA7K)N), D 1117/ ECTC (WRIER ABSORPIIDEI), ECTC (LKKTT PEN.). ° ~ o o z >
. B ~
INSTALLATION: 1. SEEDBED SWV.L ~ DESPECIFD BY ETIGiEER PRKIR TO 915TALlING ERANKET 10 ENSURE THAT R HAS BEEN PROPERLY COMPACTED AND FINE GRADED TO REMOVE MIY EXSRNG PoLLS. R SHALL ~ FREE OF OBSfRUCTK)NS SUCH PLAN ~ DONEL (BAR - 'X~ ,1111 II//
AS 1REE ROD75, PROJECDONS SUCH AS Sf014S, AND OTHER FORERR! OB,IEC15. THE CONIRACIOR SHN.L PRCEID WIEN SAIISACIORY CONDRIONS ARE PRESENT. AFTER AREA HAS BED4 PROPERLY SHAPED, SEEDED, F(RTIIZED, AND COMPACTED, THE BLMIIlET'S OUISDE TAPE SHALL BE REMOVED. NEXT. LOCATE STARE OF ROLL, MAKIIG SURE ROLL 6 FACING TOWARD AREA lO ~ COVERED, AND THEN ROLL OUT BLANKET. 1HE BLANKET SHALL BE ETrD L1.EVATNIN ~1~P $O~// 9 ~ ~ ,I,,n a'!/
~ oErA1s ROLLED OUf FLAT. EVEN, AND SMOOTH WDFKNIT STRETCHNG 1HE MAIERNL iHEN ANCHORED 10 111E SUB(RiADE. , , ' ~ 2 STAPES: RECOMNENOEO 1HAT BLANKETS BE INSTALLED VERTICALLY ON THE SLOPE; HOWEVER, ON SHORE SLOPES R MAY BE MORE PRACTICAL 1D INSTALL HORQONTALLY ACROSS WORE OF APPLICATION. IF MORE THAN 1 WIDTH :n a sr G M G Ov; P~ ~ ~ ONENSNINS AND CONgEff OUAN'DiES
REOIIRED, A) NET 51RAW ~AHO:T - TAERIAP EDGES AND SECURE 8LAM0:75 WTfH COMMON ROW OF STAPLES, B) E%CELSKIR - OVERIAPPNG NOT REWIRED, ABUT EDGES 71GETHER AND SECIRTE BLANKETS MTDI COWDON ROW . OF STAPLES. BL,VIKEIS SHALL 6E IRETICHED AT TIFF HEAD OF 7FiE SLOPE ~ BLANKET CANNOT BE EXiQWED 3' 0148 7FE SLOPE CREST OR F OVERLAND FLOW 6 ANRCPAIED FROM UPSLOPE AREAS. tISNG CONCRETE PPE _ Q - ~ , r .
, ~ 3. CHMREIS: BIATME75 SHALL ff CQIIERED TO OFFSET A SEAM Ii TYODLE OF WATERTNY. i1tY SHALL ~ TNSTALLID AWAY FROM THE CENTER IN SAME DIRECi1DN AS TFE WATER FLOW. 1HE AD,IOIMNG FLANNELS SWLL. BE IEISTALLED AWAY Fi~ID TIE (x•Nit>Z CWV'RIEL AND OVERLAPPED. &ANT(ET INSIAUA710N SWJ.L PROCEED l~ 3UE SLOPES 3' OVER CREST 70 THE FLAT OF THE FlNAL GRAJ)E'. FLANKS EXPOSED TO RIAIOFF, (It SHEET FLOW, NEW STORY NEW SfORN COMMON lMLE11510N5 SWGLE PPE DOUBLE PPE _ U _ N ~ ~ = t- = N
' MUST BE PROTECTED W A CHECK SOT OR iRENCHED. BINA(EiS SHM.L BE 7REN(YED AT lif STARE OF (21N1NEL AND ANCHORED USING STAGGERED STAPLE PATTERN AT EN) OF ROLL OVERlAP5 & END OF ROLL TERNMAiKINS. moo LRANET A LIIIIIIRI v r-o' SEMER PPE ~ SENER PIPE D H B G T 5 L Y03 Y l Y03 W N~ I OPTNNIN. 15' S-3' 1'-s' 7-s' 2-1 4 9-1 Y 5-s" a7 r-2' r-B' 1.0 : G7: N
NOTES: ~ ~ • auxn me~fA9a1, oval aesr a saE ~ ffra. A/7. 1. sE Am PIeIER s'nAY•s,oPE Aw1LCAna ffo~ seer Fa . , ~ fEnes fp a R/7 nlolarw lacm Y A LLIMIY COIISBA1GTaN 18' 3-l P-10' 3'-2' 2-1 10' 6'-4' 1.0 7-Y 8'-it' 13 ;`~d,'~d ,,~,~~~1\: JONIT ~ 24 4-2' r-1' 4'-0' 3' 10' 8'-0' 1.5 3-5' 11'-5' 20 ~i/Qjy ~
PRORR sae N1a1ARaL , . , ~ a ~ a olrs o AREAS, /z z s9P1E PATIflrS Aff oEPare,r a 9fE COIOffa6 ~ ' . Eta ~ Bial UPEND 30' 5-0' r-6' 4'-7' 4-1 4 11-1 9'-2" 23 4-3" is-5' 3.1 !///TTII 1~1\\
S& AEC Re1rR SrAr°SEN7E PAT9r1 lR[E fOR OETAES • • • • • • • • • • • • • • • • • " • • • • • ~ 3fi' S-6' 2'-6' S-6' 4-3 4' 12-1 2' 11'-0' 3.4 5-IY' 16'-0' 4S
CHANNEL DETA2 ~ . • ' ' ' I r-0•'rL , Ra L1* srAP1.Et T ~ ~ lrnc S ONE~~ 42' ti-2' 3'-1' li-4 5-1 4 11-1 2' tr-e' 4.5 5-10' 18'-6' 6.0 BASE 48' 6'-9' 3'-5' r-Y 5-3 4' 11-1 14'-4' 6.0 6'-8' 21'-D' 8.0
Ro sOYE sLaE LRNIEf w ff ' ' , 119IAUm RRIr AID 11m1W APPAaC , , , , L U Z
E%9r9m AT IFARf w Ia EE x e' OffP . ~ ARRCPAEB M~ , , , , SLOPE ~Sf ANCHOR ELEYA110N O Q ~ Q
N9i1m °m`~' Bo1 , , , , METHOD A° NO TRFsYCH 4 sa PIE , No 91Y1E 1 a o ~ mal iPafal DONELS IN ENDNAII NRH RElFORCED CONOEIE ~E ~ Q
4)E>H 3,~?' a rwaT , , • • • ro Ror Lem w maa 11N19L x F , , , . , , R ar ff ERIrDm A LN91r d: 5-0' CIWIB. LeER 111Yr y ~ , IDY aF maLES, . , , . , . , , art aE aesr aP OE saE ~ SNICIE PPE DOUSE PPE p ~
moo r-e ALiOIE 1r ac. 71E N1RIp,UL 1191 E Rai of . . , . , , . , , , 1EAx1 E9Ta etvA>la RTIn~ c• Llc, • , , , , LOC. DIA. 15' 1B' 24' 30' 36' 42' 48• 15 18' 24' 30' 36' 42' 48 p
EA. OIL BARS X 'X' Y+ 'X' Yt '1(• 'X' 'X' 'K' Y+ 5C Y+ C7 (n G QTY. 2 2 3 3 4 4 5 2 2 3 3 4 4 5 (n Y /-1
, , , ROLPIE CHANN0. INSTAUATbN z aoYS a mars, ' ' , • . , , , rRa 1~1a1 N DIY. - - - - - - 2 - 2 1 1 2 2 2 2 2 3 2 V 1
METHOD A° s `EIn~Y mAXeen.1'ac. ' ' ' , ID 9a1E 7 EA • • , , , , g W t ROY OF STAPLES OOYY011 mP1E PAS 91090 G QTY. 2 2 3 3 4 4 5 2 2 3 3 4 4 5 U J TOTAL IBS. 9 9 14 14 19 55 65 12 12 19 19 23 77 91 U
~ TeAN, • , ffDL z/2 tr oa ~ IIaDS BAP1E1s 'sFE GENERAL NOTES Q
BsrAUm FRSrrYST No su wlm . , # , , z aoMS a srARES, w ne sa. DLIBIOm r-r ILET11ro Exa alwl PRE , , sff aAr n1rRAP, ~ 8' QC, ~aL NoIES: (n W
of tff a tff aaE CRwACr rIx Poor . , . , , . SE aTAt T/E sTLx1 1, ALL CORNERS SHALL ff CNAYFBED 1' OR HAZE A RADNS OF i'. 2 flf CONTRACTOR wll. ~ REQURED TO PLACE 216 Y BARS N 1HE TOP OF NL ENDWALL FOR PIPE CUL4ERTS ~ ~ Q
fib, `'Jr ; : ; ; : RROIrCFSrAnEs LISA LIUbT t ra• 9Y. ma R. CTIA?NEL TRt7N:hBNG srASeoYa, lr oa 42° AND 04ER WTN A YINAULI OF 3' COVER AND A LENGTH tF 6 LESS TNAN ENDWAEL LENGTH. m 3. WRYS ARE TO ~ USED FOR THE CONSTRUC110119F THE BOTRIY SLAB.
LrL METH(X) A° Y , , , , . rAE14T w FXR30 A ~ / Dnor r-r ,eoe: LNAN av r-o• Iff AeLRrAkn ua1 LD soYE 7 • . ffwm iaE a aaE 11AxErs arel EfEVADR FOI Bo110r a L10R Aeur wanFn 4. wALL 1HN9ftES5 (T) SHOYN IS NOT TO 8E INTERPIEIED TO MEAN 1HE THCKNESS ACCEPTABLE, BUT LS USED M p coYPUINTC ENDwALL QUANiIlES.
1Er91A70N, 4E 1x1191 APPROX 9Ce PIE OEfAe 3/E S9l N® 5. MFEN LIE CONTRACTOR ELECTS TO USE A CONSTRUC11011 JOINT AT 1FE BOTTOM OF TIE PIPE, BAR DOMELS p
10' 1ffE x S DEEP fl1011 7e9a1 FRW SLa PRE CHANNEIINSTAILATION pp1 METHOD "B° s y >at2 SIDE SEAL( ABIJf SHALL BE PLACED NV THE BASE AS SHO1M ON PLANS SPAC116 OF BARS Li TO LE APPROf~iAlE1.Y 12' U Q CENTtRS UNLESS OTHERAISE ORECIED BY 1HE ENGREER p ~ O
T r ~ SLOPE TRENCFNNG STAPLE DETAIL T Ro sceE Ro sceE 1 fi. MFIEH THE OONIRACTOR ELECTS TO IISE A CONSTRUgION JOINT AT LIE 80TTOY OF PE PIPE AND POUR THE BASE SEPARA1ElY 1HE POUR SHALL ~ IEFf ROUGH,
~Y ~.1"~ SLOPE DETAIL 1 METHOD °B° s m saDE 1 , Ra v snna, 1o srALE z d4ff.;a 7. CLASS'S' CONCRETE SHALL ~ USED. U Q W
tr O.C. 1. SMflE PATI9RR Aff OFPEIDfllr pl s1E CCIDRIPIIS srABEx M1aI9 ff ~ z ROES or mlvs sa a16E1f®AID AEC P1BQt mOaP'srrnE PRRiai stMl ~
PN4WEt rot SUael®. Y ac, 9roPS Pal OETALS 1RENal , PRaI TABREI - , ~ ; oIEO1Kr LF Pta~ -1 l-e, EA. oa Ew sw aP snlars afaaw t-4. Ip 1cE c Y' 0o-r SBLit PtAf£ SMAEB, «aE Q7 FMI GORIER OF I-tY`--~ CONCRETE ENDWALL FOR SINGLE AND ~ W o Q
aAxEr,,r as ALar LRArET DD SuAS NE TMaNI Y RrOY919mx rArEr. RP9aE rAraT
1D1x aN191s CHANNEL TERNINATIDN 2 RaS a mus LAPR orR o091aOPE rA119W N A r919E AAEL'E SINEE tr oe NaD 9N1e'r AT ACPF I Ra CF SrWtq PLAN 4 ! APAiIy STAnarm, IWNff fr OF. DOU PIPE C LVERT 48~ IA. AN SMALL R 12 ~ IJ1 4 W
SIDE SEAM OVERLAP T C OA. STAFFER w ff r-0. raE w STAPLE DETAR a M0 st9fE PLxm Ana w mff ~ 91tREf ooelAP, PROTECT z mY5 a m>PLEr W U M z
xo sceE T a rvrrr mnE 1r ac AORC r"4• srAaErm,1P on, Dp11 mTiOY W aAr9T 5~1 FA OR. AT 11E E1D ff r.OPE 2 ROYb a: STAPLES z
2 RaYi a nAPlF9 \ 4 MARE, SIAWERm, d C1iJSAP00M 9AR17:t K APART, Sn0®e0. ~ PLC Ana w EOa Q -
mo~ s~ APEECr. r ac, s9nES w ff ~ nIm . ~ • a 11NREI PlAan Ana A EOAE _ . ~ l- ff HANET CpPACT FOOT SrAP16 NE Rtlal9l
IOII rAlIa15. 5~2 END R(M.L OVERLAP z 80L PEIID ~ X FlNISHED GRADE ~ Z
x Ras a srAnES CHANNEL TRENCHING xo RG1E ' SIDE SEAM OVERLAP 1R01 ~ ~ ~ ~ W i 11 O
4 APARx m1aHm. CWNNEL TERMNATION R MEBLOD °B' R STAPLE DETAIL 1 B' aG fA SCNE 1 $IEeZ 111
e0 SCNE T NO SCYE T BOTTOM OF SLOPE SLOPE TRENCHI~ CENNNEI BINIKET END TERMINATK)N a METHOD "C° Y j W Q 111 111 ~ I
OF ROLL OVERLAP T it >1wE 1 1o sOeE T 1D swE ~ i Q
\11 111 3 ~
CHANNEL APPLICATION DETAIL SLOPE APPLICATION DETAIL ~ 11\ 11\
Y ~ ~ U °o~ 1,1 111 _ ~ ~
Z
N.T.S. 111 111 I I
11\ 111 z ~ ~
i i+UNDISTURBED SOIL _
111 ~ ~ ~ C7l i
1\1 11\ ~ W rn rn
16' z 11\ 111
0 0 0
NOTcs: 111 111 y Y j % ~ (n a0
1. INFLUENT DITCH SHALL TERMINATE AT BEgNNING OF DIFFUSE PAD. Z Q f~ 1\1 111 FOR MULTIPLE PIPES. INSTALL Fi~ti PD~E SPAN ~C'' Q Z
1-5/8° DIR. GALVANIZED 12° 2. TOP OF DIFFUSE PAD SHAM HAVE THE SAME TOP ELEVAl10N AT ALL POINTS. SCH 4Q PIPE (IYP. QF ALL) ~ fi° MIN. O D. 6" MIN. i i SUCH THAT THEY 24' APART (O.D. TO O.D.1 FROM ~ O 111 12' MAX. 12° MAX. 111 START To END AND TAFAP AND HAUNCH THROUGHLY. ~ ~ U
111 1\\ ESPECIALLY BETWEEN PIPES. ~ ~ ~ ~
N 10, a \illlil\lil\1i1\1~ 11~111i111%111i111i W ~ ~ W ~ IJ~ z ~ ~
r> I 0 M INFLUENT DITCH INFLUENT DITCH-? I ~ BEDDNG MATT[RW. SHALL 8E OF NATURN., ON-SITE MATT7TIAL ~ ~ N AS APPROVED BY ENGINEER. COST OF ON-SITE BEDDING SHALL ~ ~
BE INCLUDED IN PRICE OF PIPE. ADDITIONAL X57 STONE BEDDING X U MATERIAL NECESSARY SHALL BE IN THE PRICE OF THE PIPE. O Q Z
i0 DffCH SECTION NOTES:
4" DIR. GALVANQm SCH 40 4° DIR. GALVANIZED SCH 40 M 1. FOR TRENCHES REQUIRING SHORING AND BRAgNG, DIMENSIONS SHALL BE TAKEN FROM THE INSIDE OF THE SHORING AND ~iACING. ~ Y U
m PIPE HINGE POST eo PIPE LATCH PQSf N I I ~ ~ M X57 STONE OR FlLTER FABRIC 2. NO ROCKS OR BOULDERS 4' OR LARGER SWILL BE USED IN INffIAL BACKFlLJ- ~ ~
ENIEFN RIP RAP AND SqL 3. ALL BACKFlLL MATERIAL SHAM BE SUITABLE NATNE MATERIAL UNLESS $ELECT~BACKFlI~IS APRROVED AND REQUESTED BY THE ENGINEER. ~ Q O
f. oR~Rrlu aR oL tro rCU 11\ O I.nI GRJ 11\ IRRffI FDUNDATIDN LA-
1 1 CLASS a ~ P RAP RIP O ~00
TYPICAL SECTION RCP TRENCH BOTTOM. 10 N o
PSI 120- 3aao P51 ~2~ CONCRflE BEDDING. AND BACKFILL 12
N.T.S. '3
PLAN SECTION A - A A SHEET NO.
SINGLE BARRIER GATE r8"~ 12
"Ts J 2 CLASS B RIP RAP DIFFUSION PAD
N'= 12 OF 13 SHEETS

r I
I
Z
O
w
0 r
N Q
„ ~ "H" =HEIGHT FROM TOP SLAB TO TOP HEADWALL ~ z 2,5 HIGH x 4 WIDE (n m J
BYPASS OVERFLOW W SIDE SLOPE .d_'
SWALE DRAINING TOWARD 1.1 4 5' W W U Z STORMWATER ENTRANCE HEADWALL
HOLE IN HEADWALL 1.5:1 3.5' ~ ~ -I
2:1 3' } ~ Q
TOP C/L TOP 3:1 2.5' m z Z Q BANK SWALE BANK z ~
N W 1-
~a~.. al 6" LONG ENTRANCE PIPE INTO HEADWALL ~ Q ~ ~
R , ~ _ __._.___J 'q (INSTALL SCREEN/MESH SUFFICIENT _ ~ ~ _ ~ n I 4 a ~ " ' ~ TO KEEP DEBRIS OUT OF PIPE) _
ROAD ; ROAD SHOULDER I . d a M ' ~ G, w~ a ~1
=1 I I~ I I-i i II I~I I I~IL~I I I~ I ICI I I''° vA~,FS ~ ~o ~ ~ I I I,, o u-n i ~ ' 3, 165 4 ~ ~ \ !
s F ' ~ T" T,i G. VPR ~ = INVERT OF ROAD SIDE SWALE--._---~? _ ~ ~~P,~~~ ~,S,D~~~i~
_ .c C n ~ e i ~~C ~~O~P ~ d ~V~
as q r~ 4 ~aT~=\ M 1. ~1
~ ~ ar , to rr "ra ~ ~ 6.. THICK ~ G rt~ •V ~N Q O ~~f 6" THICK ° ~ - L,L,In~
I ra r~~af ~ ~ T~P ~ ~iQ~ ~ rr tr FOOTING FOOTING etl--n,_ „ ~..~.._a, o ~ : ~ ~ G v ~ e i ~ a ~ a s . ~
/ . , ~ ~ ~ ~ n ~ ~ n ~4~! ~ 1 g NOTES: ~ ~oN'' ~ ~ ~ i ~ ~',~t~~
~o ~ ~ SPA ~ ,__..fi ~M ~ ''1 p i ~t Z BARS I~ ~ f ~ F-tl C~ 3' (ALL HWs EXCEPT ~3) 3' (ALL HWs EXCEPT ~3) 1.5' /,~~l11I I
'1"~ ,~J ~ d a i rr rr t~~{ # a rr p ~ . ~°A i i~' i"V i•" v~ I Ll K ~1 ~ Pr d! Pf ,.r ~ "K"' ~ ...1 ~ +6w . 1. USE CLASS B (3000 P51 CONCRETE). 4' ON HW ~3 T 4' ON HW (j3 1 2. GROUND UNDER FOOTING SHALL BE LEVEL AND
! t~'1 ~ ~ 'w,1 , ~ G' ~ 11 ~ ~ ~ 3 t~9 ~I ! ~ ~,l,E ~ .~'r ~ ~ ~RINC ~YA~L~~t ~ COMPACTED PRIOR TO PLACEMENT OF FOOTING.
~q ~ i i .•""'y,.r• 1 1. it !k t!r ~ ~ ~ ~ a~q •FRONT VIEW FACING HEADWALL * U SIDE VIEW OF HEADWALL Z
~ ~ i i r 447 . ! ' y ~ 'C.....r ~ a ,t" "`~1~ ~ rp ai ~f7U Pr. Pa r ~ ~a? O ~ ~ Q
r^~7 5~,~.~.. 1 ~ .'r r'''~"~ ~ ~t~~rd err y ~ `J~'''~'/1 ~,;.;~~y' W~f 1 j' T t~ ~ IMI~ ~ r ~ ~ ~ ? ~ ~SNG BALL I f°.' ~ O m O
N ~ ~
! ?r ~ r ~ ~ ~ STORMWAT R NTION H WA 2 ~ 3 ~ ~
r .r -/C~ ~ *~I - ~ ~ ~ , ar to ~ + ~ m I H
U J
r ~f/} A/ Q Q
`'+y ~ ~ rr a ar
~'a r° :r` a~ ark .1~1 ~ IN ~~~T~"CI~ ~7~' ~CTT~
~ r ~ ~ ~ ~ o ~ W m ~
r+r T r . 45 F R ~ENEAAL NQTES, o I J
~L ~~~1, ~~1~ ~~WAI O Q /n ~ VI
O W
r n 9- 7 ~W Q O
8A~ ~ t~~NG~`~i NQ. l~I~fT W
I ~ f C~
r ~a ~ ...,-V~ ~ 9' FILL FACE ~ i ~ L~ W o z
~ ~ ~ ~ Q a ~
~ i ~ x J
a ~,:..1-Vi STNS ~ FACE i a ra 4 ~ r~~.. ` H~ ~ ~ ~ i~ a~ z W
z U
~ Mr E ; ` t r~ ~ ~ ~ Q
~ ~ ~ ~ rr N~ .11 a 41 4,/ rr i a'?
C? ; r ~ ~ 8 ABIQI~E FLCiN L~PIF N I ~4 ~ ~ ~i 14 ~ X z
Ord ~ , ~ S SPA @ 1~ FILL I 3 E.. G I .I I I. 1 , ~ a~ n" FACE ~w~~a ~ W o ~
~ ~ SPA, ~ 1, 1 ~J`~ ~T~ ~ ' ""C~ ~ ~ ~ w Q
'fit rr ~ 1 r rf
3 ~
FACE 3~H1 1 •H2 ~ ~ ~ SP,~ ~ 1 •1U ~ r
! COPi9T, ~T, FALL DACE ~ a ~ ~ f T ,1 r ar k~M
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_ ~
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i ~f. ?1 [I II 11 ; ~ o
U o Q~ w
rr as rr rr ar ar 3h~EET CF ~
SHEET 1 CF ~ , ~ a ~ ~aR ~IE~ItS~ ARE OtJT TC Ol1T, g ; _.~,_,..._..w~ W ~ z W ~ ~N
CAN. ~R,G. ~Ur Yid ~ a, 6 ~ o
O Qz
U Yo
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N.T.S, ~ ~m
7v--r O O
ET NO.
13
SHEETS

f
' t389
LEGEND ~ 1413 8
Fo. = EX. FIBER OPTIC MARKER 131 - ~ 1549 1607 1607 0
ao ° , - = RGROUND FIBER OPTIC LINE 1~7 ry ' -FO= EX. UNDE /
.+3 1437 i ~9
= M SEWER MANHOLE ~0 Q EX. STOR ''9 1319 1599
= EX. SANITARY SEWER MANHOLE ~ 1406 `
e~C ~ 1A7 ~
ro EX. SEWER CLEANO q~p Rp •,4 . - 1547 Z
=EXISTING FIRE HYDRANT •+e 1300 ~ .m ~ O
1317 1661 Slaey Q. - 131 .1a \ (2nxd~ \sa. ~
D4 =EXISTING WATER VALVE td44 STONEY HILL RD. to d° 1683 ` w
8' ~ t 1438' G~,• -
~O =EXISTING WATER METER (3/4"} ~ ~ .m 1560 1641 d~ ~ ~ 1409 2 ~ ~ 1662 - 8 .aa 1605 - ~ 1 7 i7 \
~ ~ ? = DIRECTION OF SEWAGE FLOW OR NEW DRAINAGE PIPE o
ti t' - ~ 1428 ~ 1548 ,gyp \
~ -DIRECTION OF EX. STORM DRAINAGE OR DITCH FLOW r 1424 ~ ~ ~ ` ~ . - ; O ` ~ -06 1600 ~ 1547
R"~" _ - -WAY MARKER ~ ~ BRiDGERS ~ 1547
~ EXISTlNG RIGHT OF ~ , ~ , _ , ~ pROP. v - ~ ~ ~ 1395
CMF =EXISTING CONCRETE MONUMENT , 6 - ~ ~ 1696
NEW ACUUM ' SALEM f
=EXISTING RAILROAD SPIKE FOUND PUM STATION 3 SITE. ~ UMC 315 ~ ~
as R ~ z 1313 ~ ~ 1647 1681 1847 o =EXISTING IRON AXLE NEW e SEWE ~ ~ t662
FORCE MAIN ~1 ~ =IRON PIPE STAKE FOUND (FUTURE BY OTHERS) o ~ _ ` _ ~ , Y
0 / ~L ~ s ~ .pq _ 1647 r
1326 m s 15a1 da o =EXISTING IRON ROD - ~ eE(F ro 1870 PROPOSED US 7D a qs ~ N BYPASS LOCATION
r t3 T RO c 1582 " 1669 ~ 11
=EXISTING P.K. NAIL FOUND ~ ~ ~ ~ - TABLE OE CO~1TEf~TS
U i c ® =IRON ROD SET ~ Ii ~ N ~ °
o EXISTING IRON PIPE ~ a w; rn` ~ 1571 ~ c ' SHEET 1 -TITLE SHEET ~ Q
o =HUB AND TACK SET I '!°f 11 J SHEET 2 -PLAN AND PROFILE (STA 75+00.00 TO 87+50.00) W ~ Q z Q
~ ~ A TD PROPOSED US 7 I /y ~ _ _ ~ ~ ~ Mggy PP = EX. POWER POLE BYPASS LOCATION t UPSIZED EX. SANITARY' SEWER S RD
~ i ~ i _J~\ MAIN FROM 12" TO 18" ~OM~rSR°. ,r SHEET 3 -PLAN AND PROFILE (ALIGNMENT B-B) > N J z
SP = EX. SERVLCE POLE 'f \ \ (FUTURE BY OTHERS} _ SHEET 4 -PLAN AND PROFILE (STA 87+50.00 TO 100+00.00) m ~ Z Q
~ ~ ~ ~I \ ~ Tp ~ i iQ NEW 8" SEWER 1~, 11
= EX. TRAFFIC SIGNAL POLE FORCE MAIN J} 1571'' SHEET 5 -PLAN AND PROFILE (STA 100+00.00 TO 110+50.00) Q w
w (FUTURE BY OTHERS) ~ ~ - _ N /Q \ _-r ~-_--d- ~_a_--- - ~ Q O w - -d-- - SHEET 6 -PLAN AND PROFILE (STA 110+50.00 TO 122+00.00) o o = >
3 ~Y = EX. GUY WIRE ~ , ~ ~d-,= - - Z / j 1300
~ - FORCE MAIN TIE-IN ~A\ ' SHEET 7 -PLAN AND PROFILE (STA 122+00.00 TO 127+13.47)
(YYY1 = EX. WOODS LINE ~ 4 ~ ~ AT EX. MANHOLE a \ f o ~ ~ ~Qi (FUTURE BY OTHERS) INDUSTRY ~ \ f AND MISCELLANEOUS DETAILS s
~ , ~ i CT. , \ 1(!03 ~ EX EOP = EX. EDGE OF PAVEMENT ~ ~ ~ ~ ~ f e ~ ~a~ 1666 ~
~ ~ FEDlON 1 f SHEET 8 -ACCESS ROAD CROSS-SECTIONS ~`~oP~ "'~~~',N
ric0or R w = NCDOT RIGHT-OF-WAY a : 1326 i ~ i30B TR. ~F STA 78+50.00 TO STA 85+00.00 (ALIGNMENT A-A) Q
€ / i ~ ~ t Fw 'W
_ \ ~ ~'a 130 ~ ® ELECTRICAL POWER BOX / p H°p~RO BC STA 0+00.00 TO STA 4+92.83 (ALIGNMENT B-B) :~~~d ,~d
~ ~ 'V P 156 ~ = EX. AREA LIGHT 1 ~ ~ i J Q g ~ ,
i ¢ ~ \ r o =CABLE TELEVISION SHEET 9 -ACCESS ROAD CROSS-SECTIONS r loos ~ ,
carr ~ 1365 \A i ` END SAN. SEWER f STA 5+00.00 TO STA 7+50.00 (ALIGNMENT B-B)
p =TELEPHONE PEDESTAL ~ REPLACEMENT AT ~ - ~ ~C STA 93+00.00 TO STA 101+50.00 (ALIGNMENT A-A) Z
~ ~ EX. MANHOLE oID =MAIL/NEWSPAPER BOXES 1303 ~ ~ FUTURE BY OTHERS ~ \ a / - ( ) ~ '
~ / ~ / 1 ~ ~ t5~~ SHEET 10 -ACCESS ROAD CROSS-SECTIONS o Q
=STREET SIGN ''o / ^ ~ ~ tub X ~ GOLDSBORO 1300 i ~ f STA 102+00.00 TO STA 119+50.00 (ALIGNMENT A-A) ~ °
123.52 =NEW ELEVATION ~ ~ ~ NORTHW~T 1555 ~ ' \ o~
tUNINC.j 1399 - 1555 ~ 1565 POP. 1,397 - / 1666 ' ~ SHEET 11 -ACCESS ROAD CROSS-SECTIONS
i2a~2x =EXISTING ELEVATION % ~ ~ ~ STA 120+00.00 TO STA 127+13.47 (ALIGNMENT A-A) w
1254 ~ ~ r A\\ ~ SHEET 12 -MISCELLANEOUS DETAILS ~
3 f-- DETAIL NUMBER ,4,
17 f-- PAGE NUMBER ~ .r, 4 ~ ''s 1 SHEET 13 -MISCELLANEOUS DETAILS Q
1364 ~ /t q(. DNA ~ ~ p? ~ /y/y ~ ~ yIi 1556 ~ ~
= TEMPORARY CHECK DAM .ca ~ ~ ~ o I-
~ N I W
x--~--~ =SILT FENCE 1249 1371 13D2 ~ ,15 ` •~B 1629 1555 ~ ' r ° W
=HIGH POWER GAS SIGN ~ 1590 l \ - ° w =
C7~ ~ ~ /i " ~ s/ - ~ \ o ~
ia° = EX. 18 PINE TREE i ~ l' ti 1 ~ i~"f ~ Q
" ~ ~ 117 ~/r 1589 ' r ° z W ' O J
~s^ = EX. 1$ CEDAR TREE ~ ~ ~ y U Z ~ I-
o Q ~
= 1250 2os2 ~ ~ „ zo' EX. ZO OAK TREE - / x 1fi30 W
~ ~ ~ 6rP „ m ~ 1560 ~ Z
s• = EX. 16 UNNAMED TREE * ~ g ~ ~ 70 ~ Q
1 y ~---g = EX. FENCE
_ F ~ • ~ ° ~ 1560 'a _ ~ X
G---G = EX. GAS LINE ~ ~ ~ ~ ~
~ 15so ~ ~1~~ W ~ ~ .o~ Z W
® = EX. WELL ~ - 1981 2075 ~ a 1 - 4~' - ~ o ~ ~ 1585 4 ~ ~ ~ Q
~ / OH = EX. OVERHEAD ELECT1CAL LINE ~ 1~~ ~ ~ .I~ $i W Z
~ ~ s~ 1556 }
8 = EX. TELEPHONE MANHOLE i / `'~4 ~ . , ~ 3
= EX. RAILROAD SIGN `~~*i ~ ,
R R ~ ~ i~4` ~ U °o~ 1585 z ~ f~
® = EX. RAILROAD POST ` *~4 1925
= ONTOUR 4~ - -~ez~- - - EX. GROUND C ~ , II r
, Q ~
tuo- NEW GROUND CONTOUR z052 Z
Q ~ ~z ~rn
a~ =PROPERTY LINE ' ~ ~ ~ ~ z
= DIREC110N OF NEW SIDE DITCH FLOW t~
~i , =HEADWALLS FOR STORMWATER DETENTION ER fl U ~ GOLDSBORO ~ , OU w ~ ~
=NEW DRAINAGE CLEANOUT ~ r ~ Z
(UNINC.) ' •DCO y\~ POP. 3,366 ~ ~ O
Sv - 13 ~ N
N NEW SEWER PLUG VALVE 117 1 ~ d ~ ~ ~
=NEW STORM SEWER MANHOLE GOLDSBORO 1900 1900 tsoo W ~ N w
POP. 38 IOb ~ ~ ~ W o U ~N
Qz
U Yo
~m
/ / ~ ~
~ D
O p
ll~r ~ 0
~TION AREA SHEET NO.
CITY OF GOLDSBORO - PHASE XI ANNEXATIC
1
GOLDSBORQ NORTH CAROLINA
OF 13 SHEETS