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E N G I N E E R I N G
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IPA ID
Mr. Ian McMillan
NC Department of Environmental and Natural Resources
Division of Water Quality - 401 Oversight and Express Permitting Unit
1650 Mail Service Center
October 5, 2011
Raleigh, NC 27699-1650
RE: 401 Oversight/PCN Submittal
Wastewater Collection System for New Hope Church Rd./Dunbar Rd. Area
Edgecombe County WSD #5, North Carolina
TWC Project No. 2488-FB
Mr. McMillan:
On behalf of Edgecombe County, we are sending you the following documents for your
review and approval of the above-referenced project:
? Five (5) copies of the PCN Form with associated appendices;
? Five (5) copies of the Authorizing Agreement;
? One (1) check (# 00311413) for $240.00 for the review fee;
? Two (2) copies of the full-size (24"06") project drawings;
? Three (3) copies of the half-size (11"x17") project drawings;
? One (1) CD with digital copies of the plan drawings.
I trust the above information is sufficient for your review; however, if you should have any
questions or require additional information, please do not hesitate to contact me.
Best Regards,
THE WOOTEN COMPANY M
U
`J U r ®6 2011
Ryan S. Fisher, El DENR. WATER QUALITY
Enclosures: As noted above WEnANDSAID STORMWATER BRANCH
cc: Michael Matthews, Edgecombe County (w/o enclosures)
TWC File
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r- EPsworfh Barnes ! ~ ~ ~ i _ ! NCPIN 3890-88 3965 I
Edgqecombe Caunfy ! ~ ~ ! I NCF`1N~ 3890-87-4919 DBtPG~ 93-E117 ~ ! a Elsworth Barnes I !
~/d D81PG~ 73'35/876 ( ~ J NCPPN~ 3890-38-2430 I 1 N, ~ ~ ~ DB1PG- 93-EI17 Lafrsha IJvncy I ! z~ ~ ~ ! Chatmon Dane
~ ~ ~ ~ NCPIN.3890-88-~51& NEW 12~' PVC GRAVITY SEWER o ~ ! m ~ ~
~ o ~ ~ " ~ ~ ~ ~ 08/PC 92531u65 SEE SHEET C.2.7 ~ ! o ~ ~ ; ~ I I ~ pia va ~i
NEW FORCE MAIN ! ! ~ „s II Ala
SEE SHEET C.3,1 I I ~ ! ~ Willie Harrison I Susie Harrrson j
I I w Wood I 9 ! f I
r.~';: ~ ~ ~I f f Ro6erf Knigght Wiffiarn Barrett NCPiN~ 389D-89-4167 NCP1N~.389Q-89-41777 Bessie Barrett DBtPG~ 96-E1452
i ~ ~ r»~ DUNRAR PUMP STATION ! ~ I 1e c~ S PVC GRAVITY SEWER I DB/PG~ 7&01446 NCPfN: 389D-&9-4167
SEE SHEET C.4.1 ° ~ Ex. 7oB SEE SHEET C.2,6 c~ I I 1~ ~ DB/PG 769/276
~ ~~1 ~ PERM ENT EA EMENT
C}1~ ~ MH 1 ! _ I c ~QO r,,.•' ZONE 1 1 RIM ELEV~ 61.00 l.r" fDUFFE"~ °~A°~ACTS I - I HsE 20 FT TOTAL IDTH
"x x x ~ ~ 1 ~i x-._ ~x Ex. Shrub ~ J DISTURBANCE AREA i
`~@ o°°° ~ ,~t ~ 7a Remain / d"~ Ex. Difch ~ I ~ ` ~ ' Dunbar '-~i ~ Dunbar Community Club 40 FT TOTAL WIDTH
a f I, - J - NCPItu _ ! ~ I , _ i/ / 1 ~ I~ PERMANENT EASEMENT oB nrcPiN: 3~~n-88-587 D131PG 936/985 HSE
- a_ ' ~ 20 FT TOTAL WIDTH ~ HsE REMOVE 4 E.
i ~ ~ , '12 PVC GRAVITY SEWER 0a ~ I ~ ~ ~ _ 12 PVC GRAVITY SEWER , -p~1-- _ ` REMOVE E. HsE 9, 1~ TREES i _ - _
_ ~n - CLE GRUE I Q _ ' ~c ~ '^t'V'`. ",,.7o Remain _ ; MH 10'° TREE Q
rr , 0.21 ACRES Ex. c~n~. Nd P ~ 12 2,~' ,„o' RIM ELEV~ 56,45 . - ~ 12'° PVC RIM ELEV~ 60.32 o a o ~
a ~ ~ ~ / i ~ I - _ - / -o - ~ ' ~ 3+QO 1 a~ PV RAVIT W - GF GRAVITY SEWER ~ a Abandoned ' o ~ ~,14r00 ~ ~ 4 c, wens ~ ~ 1_3 fl ~ ~
~ ~ / ~ ~ 2 C G Y SE ER - ~ I ~•~-W-.. -=i~~~.-~. •"3 ~ ~ -7 ~ ~+00 -Abandoned 6" Water Line Lx. Septic h'l~a ~ . ~ _ 5 ~0(fi Rem©ve As Needed i
r _ . _ ~ a ~ Dran Freld t ,Y _ _ _ r_ d ~ ~+.~~na. Hd~1 1o+ao ~ ~1+ao ~;f, ~ ~ ~ ~ ~ ~ ' ,,,!i~ t~
- _ ~ ~ i,,-_, Woods _ ~s
q _ _ ~ ~ s ~ ~ Ex. Ditd~ Ex. P5" RCP f a° ~Mxx ,•,y i !J`' ~ w Ex. 708 ~ ~ s - ~ v,
it ~ ~ - - _ _ - ~..p-~ _ _ ~ _ _ B - ~
- _ I
/ ~ ~ ~ w ~ ~ ~ Asphalf Pavement _w-----------"~
e -W A 9 s ~ CJ nJ 4. MH 2 ~ } ~ ( 4 ~ ) ~ ~ v - a~, ~
w- _ RIM ELEV~ 55.69 ~ 1 ~ ___.-w--~}{o _W ~ H 6
~ ~ ~ EMP. CHECK D tTYP.~ w w ~ r~ i ~ I I ' EE DETAIL o ~ ~
RIM ELEVa 62..00 12'° PVC GRAVITY SEWER
ZONE 2 ) ~ ( C.7,1 Ex. 6" Wafer Mare DUFFER IMPACTS ~ I ~ i -o ~
i ! ! ~ TOTAL 2,917 SQ, FT. ~ ~ i L'LEV~ 59.30 r a r
i ~
NsE ~ 1 r xs A ! B ~ ' !
~ ~ t '
e + ' ! ' r '
9 ~ a ~ 1
I f ~ ( ~ ' CONTRACTOR TO CONFIRM
j ~ ~ ' t ! d ~ ) , ~ LOCATION AND SIZE OF E~, ~
UTILITIES PRIOR TO CONSTRUOTION ~ ~ ~ ~ I
f ! ~ ' ~ ,i r ' ~ ! ! ! , .;y ~ ~
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' ~ I - _ ~ - ~ ~ ~ ~
~ ~ ~ ~ ~ ~ - ~ r -=o. , - ~ 1 ~ - - ~ ~ - ~ ~ ~ - I ~ ~ ~ ,i

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• ~ ' ~ ~ ~ ~ ~
~ - ~ i - ~ - , ~7,~- - - - - ~ ~ ~ - - ~ ~ - - - - ~ - - ~ - - ~ ~ ~ ~ ~j,' ~ s-+ • C9; ® ~ ~?3_ ® - ~ ~ ~ T ~ ~ ~ r ~ ~ - - ~ - ~ ~I
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- P~ - - i Inv. 57.19 - ~ ~ ~ - ~ - _ ~ 1

~ - - - - - ~ ~ - - - - I ~ 1
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. • _'I , ~ ~ "PVC Oo22 - ~ - .21, 0$12 F- ~ u ~
® . ~ ~ ~ ~ • ~e e 6 ~ ~ ; ~ ~ • ~ ~ 12 ,P C 0~2 P, ~ ~ ~ P6 ~ P~ , x s _ .
~ ~ PVC ~r22~ - ~'~0 2 - - - - - - - - - - - - - - ~ - - . ~ - - - _ lY
, ay ~ C93 - - . - ~ - - . . , - - - - ~P
~ - ~ ~ ~ - Ct3 tf} ~ ~ ~ ~ ~ N9 P~l,lf9 ; y - - _ _ _ ~
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~ ~ ~ ~ ~ , ~p ~ ~ ~ SECT NO
- - r ~,r- ~ ~ r - - - - : - ~ ~ - - ~ - r ~ ~ - ~ - ~ ~ ~ ~ d~.,~a 4~1 r - r - - - - ~ ~ - ~ - I 4~~ .
'I' = ~ - ~ - ' ~ ~ - - - - ~ - ~ - - - ~ - - ~ t;' - ' Al rY. I ~ • • ~ ~ ~
p ~ - - ~ ~ - ~ - - - - ~ - ~ - ~ ~ ~ ~ - . ~ ~ • ~ ~ ~ - ~ ~ ~ - - t:°~ ~ ~ SAY ~~u~11
SJid ~ r - r - - ~ r r ~ 1y,~ - ~~I SCi' ~
. _
~ ~ ~ . - - - - - - - - - , - - - - - - - - - - - ~r~ ~ HCR.
v.. ~ - - - - U - - - e"".. ~ ~ MI 113; e-; fV' ~ ~ PSI ~ ~ ~ ~ ~
• ~ - ~ T ~ - - - - - - - ~ - - - - - - - - ~ - - fi~ - - • ~ ~ ~ ~ • - r~,; ~ ~ ~ - ~ - ~ - ~ ~ - ~ - ,
I~ e$D' - t~ - - - - ~ • • ' • - - ~ - - - - - r - - ~ - - - - - , - - ~ ~ ' ' ~ - ~ - - -
n ~ , ~ ` ~ ; ~ , tt3 ~ U3 , ~ , tf~ , ~'3 ~ t~D ~ , fg , a6p ~3 _ ~
%JU
1+00 0+00 1+00 2+00 3+00 as +as +as 7+00 8+00 ° 9+00 1000 1100 1200 13+00

- _ _ _ - _ _ _ - _ _ - - _ _ 1
i I~~, ~
~J Samih Hadi NCPINr 3890-89-1527 -1 / d I .I
Ct DB/PG~ 1D70/505 _ 1/d ~/d
~/cl ~/d
Jerr Whitaker v 7/d NCPIN~3831 ~ 04807 DB?PG~ 93E/17
Anneffe Whrtaker Roeno Green NCPIfV 3890-89-4463 NCP1N 3890-89-4552
Forest Piftman Jr. DB/PG~ 777/25& DB/PG 7871414 Alice khomas , V uenotha Pift an Q m NCP{N. 3890-89-464 NCPIN~ 3890_89_4742 Elsworth Barnes U1 asses Brooks
~ DB1PG~ 98-E1469 NCPfN~ 3890-89-4842 NCPIN~ 3891-SO-4019 Wr{{re Harrison ~ D&/PG- 7871415 DB1pGc 93_Ply7 DBJPG- 87Df626 Mar aref Card I
Susie Horrrson i- NCPIN~ .5897-SU-4223 ' DBIPG~ 1250/70Q8 ~/d
NCPIN 3890-89-4267 DBIPG 96-E1452 ~ ~
PERMANENT EASEMENT Abandoned FH Manuel Dudleyy si o m
20 FT TOTAL WBDTH Remove as Needed Kimberly Moore-Dudley /d NEW NCP(N~ .3891-80-439 ~
~2°' PVC GRAVITY SEER ~2" PVC GRAVITY SEER DB/PG~ 129211004 GRAVITY SEER ~ ~ SEE SHEET C,2.6
- REMOVE E~. o 12" PVC GRAVITY SEXIER ;
„ HsE C FILTER (TYP.} HsE 20 TREE ysE i ~ SEE DETAIL i
6 HSE !-rsE U MH S NSE 3 H 9 12°' PVC GRAVITY SEER jr
11 REMOVE EX. , ~ c.~.~ _ v ~ RIM ELEV~ 52.06 ~ REMOVE 4 16 Ex. Conc. Hdw{ i 16 TREE 3 L M 7 - ~ G ELEV~ 52.06 RIM ELEV~ 62,57 II 0larious Nope Pninitive i ~ TEMPO CHECK DAM (TYP,~ Baptist Church ~ ~
E~, TREES ~ ~ ° a o a ~ ~ ° ~ RIM ELEV~ 63.63 " ~ ~ D U u ~ ~ ~ Cr - Abandoned 6" Waods SEE DETAJL 7 NCPIN 3891-80-5503 1/
g,j~ ~ s~ x~ - ~ ~ Wafer line zo~~QQ 21+Oo ~ _ _ , ~+oa ~ 1a+oo ~ _ ~ 19 00 ~ zz*oo i I 2200 C.7.t DISTURDANC AREA
k ,-~,;-kr~k r~ -k u 13+OO ~ 114+OO ~r o~ 15 ~ ~ ~ h f00
- ~ ~ ~ ~ ~ ~ x ~ S ~ ~ ~ ~ w ~a v ~ ~ Ex. Conc. Md 1 m ' ~ ~ ~ x, a~ ~ ~ ~ z~ Wes' N~ ~ ~ trl ~ ~ ter} ? ~ ~ -:r Q ~ ~ MH i0 40 FT TOTAL ~16DTH
- ~ - _ a ~ ~ RIM ELEV~ 62.11 CLEAR GRS ~ ° I ~ ~ ~ 0.47 ACRES ~ C. a~„a Norman
f . B_ ~ ~ - . ~A p~ W ~ 'W o NCPIN.3891-SO-5647 - ' A = ~ 240 0 ~ i2'° PVC GRAVITY SEINER ~ DeiPC 3E1355
~,',,:p, - ca ~a - ~ _ PERMANENT EASEMENT
s ~ - t ~ ~G a Ex. Ditah ~ 1` ~ ~ k ~ 20 FT TOTAL WIDTH
d~sJ rJ sv o ~ Q ~ Ex. 0itcl ~
~ W~x ~ - w REMOVE E~. Ex. 708 ~ ~ ~ p ~ ~5, ~ CHURCH ~ " ( W---_ _ ~ ~ ~
w~l° ~ 32" TREE ~ ~
Ex. 6" Water Moira ~ 2-Wells ~ Wes` ~ ~ ~ ~ ` ~s ~ ~ ~ : ~l R
i® REMOVE EX. r ~
r REMOVE 1" 36'" TREES r r~ ~ ~~nt U~~ ~ \ ~ ~ : NSE
BI 16 TREES ~t1 ~ _ > ~ .
2LF OF 51LT FENCE (TYP.9 4~ ~_~~e/(
SEE DETAIL 6
G.71 HSE ~I ~ HSE ~ b as ~ CU
r~ t" ~ ~ ~ ~~x
ji I
it we1r~ P 11 "LEVm 62,52~W Orly ~
I, HsE ~'E~ IP. C~:`NST. ~ ~
J
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SEE ®~TAIL ~10 t we/( ~
- r
GONTRACTCa; TO CONFIRM ~ ~
LOCATION A ~ SIZE OF E. UTILITBES PRIOR TO r` NSE ~
TB N CONST~UC O ~ ~ ~ a"~ ~ i
~11d ~ - ; ~I/d

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, - , > X43 - ~ A ~ ~ l ~ l ~ s i ~ ag3- -
ty I - 9* c~ ~ : , - : ~ ~ ~ ~g ~ L9J ~ ~ ~
~ ~ , U - - - - - , - - - ai ~ ~ ~ ~ ~ ~ Ek. Grad'e ~ - ~ ~ ~ ~ ~ - ~g - - - _ ~~.;a ~ _ .
. , - - . - - {tl ~ ~ a ~ ~ ~ ~ ~ . . ~l ~ ~ -a.,~l ~5 ~
it ~ ~ LJ ~ ~ ~ La,6 ~ ~ ~ ~ ~ -r- ~ ~ ~ ~ Lv ~ ~ ~ ~ ~
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a Pipe ~0 131' cif ~ q,2 PA e t1 ; ° ~ r ~2° 1 PVC g~g . • ~ - - -.1°~-PVC- 0.22 ~ ~ - _ -
i IB, ' ~ '~~~gg pW g e pt'C~ ~~2J fl 1218 .
~ ~ ~ ~ ~ $ ,y PV P& ,400° ~ . 2 ° Cr a ~ - ~ - ~ ~ ~ ~ ~ ~ - - - ~ ~ ~ - ~ ~ -
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- ;CJ ~ - ~ ~ ~ - - : - - - - - - - . - - - ; - - lA,. ~1
- - - A° - , . . ~ ~ , . ,
r~~ .IECT NO
- - - - - - - - n -
- - - - -
o ~ ~ I I I r r f~~ - ~ ~ ~ , . ~ ~ ~ ~ MAY ~~~1~ .
~ „,'.E; i~ ~ tiw
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v, - - , - - - ~ - - - - , , - .
t:. - - - - - - - - - - - - - ~ z..a, .
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- ' ~ - 4' a' ' ' J l.tJ tLb , t47: 4~ 4~ . Ct3 , 4{9 ~ 4~ , 4~ ~ ~ ~ ~ W~ iLD ~ ~ 4~9 ~ SD
~ : 469 ; ~ ; ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ I'~ -os-d~ ~ ~ ~
I
14+00 1500 16+00 1700 18+00 19+00 2000 21+0 2+00 +00 23+0 2+00 25+00 20+0 7+00
y,
c~ f
~I

S _ - ~
N I' ~ ~
-0- Leatha Norman o ~ u_ , a NCP1N 389 80-3984 I ~ l
/ ca, DBfF G 3E1355 - Raymond Rec Elsworth Barnes Regina Aiken St. lvtatthews Baptist Church 1 NCP(N~ 3891-89-662 NCPlN~ 3891-87-6749 ~\~1~~ ~ ~
Charles Williams /(1 1 _ _ - -1. d Verna Buford NCPIN~3891 71 1675 tJBfPG ?446/554`. NB/PG 9781238 ! ,
NCPIN 3 - - NCPIN ~89P-81-636D 897 81 6201 DB/PG~ 93-E/77 - %t` DBfPC~ 9231489 DB1PG~ 1368/344 1~~~~ ~ Elsworth Barnes
NEW I~°° GRAVITY - Q ~ Y~~.,. 11 ~ Chr~~fine Pitfman 11d Q NCPIN~ 3&91-71-4675 DBfPG 93-E/17
GRAVITY ' 1 Nedman Pittman SE ER tL NCPIN~ 3891-8Q-5769 ~Ild 1/d ~ ~ f ~ ,
~ p SEE SHEET .2.6 Eli I)B/PG~ 7831191 ~ ~ 1
.E SHEET ~ Doroth NaN Wi11ie Daug1as 0 / NCP1N 3897 uQ-5899 NCP1N 3891-80-6928 d P St_ t~afthews Baptist Church IG
° Le©tha Norma p131PG~ 13951729 DBlPG 792113 George Jefferson , - - - rvcP1N.3~91-~1-7768 S°, PVG GRAVITY SEER
i P 1- NCPIN 3891- 7 7 IN 389 8t) 5 4 8 605 I!6C Q DB/PG- 3E/355 DB'PG. 783f368 Dempseyy Construction Co. ~ l~BfPC, soof59o SEE SHEET G.2a10 ~
NGPIN~ 3891-81-741% ~ Abandoned 6" Water line DL'1PG 9211424 I Remove As Needed r a
X ~
P T ERM E EAS ET NSE li PFD ~'.'J':ENT EASEEN ~
DISTUE CE AREA PV I t~ 1 FT TOTAL WI TH C GRAY TY 5E ER PERMANENT EASEM T ~5 FT TOTAk. ~11DTH ~
~ r~sE 0 FT TOTAL WIDTH SEE SHEET C,2, ~ ! 2 FT TOTAL WIDT v ~ Regina Aiken ,~,UI( ~ ~ ' NC'PlN~ 3891-81-7653 %u ~ {
o HsE 0. c /J ~ ~ DI 6JR~ANCE EA ~ DB/PG- 1446f554 ,~'1~~~
~ ; o ~ HsE 0 FT TOTAL WIDTH CHURCH
x U U ~ ' x ~ ^ ~`~'~%8 0~ i ~ ~ ~ a v Hsi HsE h'sE 12'° PVC GRAVITY SEWER ~ ' ~ 12"° PVC GRAVITY SE~lER , o )
a, v ~ Q, 7 ~
- _ C q ~ ~ ~ ~ ~ x ~ - o ; ~ rr a a ~ c~ v ARG FILTER 6TYPJ ~ Q~ ~
- r ~ o~ x30+00 a ~ - 1 N ~ 4. icL SEE DETAIL ~ q~ ~ a+oo ~ ~ ~ ~~~o~
c~ = ~ ~ ~ ~ ~ ~ g` \ N ?+00 ~ as - " 4~aods _ ~ 4 ~ Ex. TOB C,?.1 00 ~ d0 Ex. A ph c~ r 'f~ , 37+QO ~ 38~ ~ ~ F~°~ ~ Q
d~ ~ _ _ - ~ ~ ~ ~ ~ ~ ~ ~ ~ ~32+00 _ ~ ~ ` 35+00 3 . ~ a - '00 0- ~4 00 xs 3 ~ N ^ a ~ Steps 15" ~ ti ~ Q ~
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~ _ - DB/P6~ 963699 X " PVC GRAVITY SEWER , ,.,t DBIPG 1Q72f649 John Fiefds NCP1N~ 3899-83-9105 ~
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Daretha whrtaker ~ } ( _ Margie Thorne Theresa Lloyd t?BfPG~ 19081759 ~ u I rvcPUV 389183 8254 13 PVC GRAVITY SERVER E DerPC Jg~r2~4
P 1 1 NCPIN~ .5891-83-9305 NCPIN~ 3897-83-9454 \ \ ~ i, D~1 G 9 9a 20o De1PC~ ,0871212 DBIPG~ 1299139s Hsi I SEE SHEET 0.2.11 -Q ° Linda Davis Naw Hope Baptist Church Linda Davis NCP11V~ 389783-89?0
( ( NCPJN~ 3891-83 li I ~ NCPJN~ 38.91-83-9803 DBJPG~ 15fl0/558
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1 PERMANENT EAS ENT r ~ DISTURBANCE EA \ i ~ ( TEMP, CHECK D {TYP,1
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j ~ ~ ~
Ex I i5' vrG I fir. P / L ~
PERMANENT EASEMENT
~ ~ ~ FT WI TN O Ex, ls' cr~ln,~ ~ _ a
v 4 I d ~ / 4r~,~ ~y~ ~ r
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- I r ~ " PVC GRAVITY SEWER ; p~~~ ~~ET E ~ ".°JT 4
0 FT TOTAL ~ .C f r~ ~ I ~ ~ ~
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jo Be Remove As Needed ea ~2 PVC Ca~E>:J~~ "PVC GRAVITY SEWER ~ I~ _ m ~ 3
i o
Joseph Ronkins ~ O Ex. Water NCPIN~ X890-87-4816 1 ~0" -Ex. Water Main ~ i~
~ H ~ N8/PG 13691406 - ~O _ R1M ELEV~ 60.7 Ex. t2' Soil Dr. II
'i, ~ fi ~ ~ a TEMPORARY wi 12" RcP _ MN 26 - 26 /
- o ~ CON~,~TRUCT9ON ~ ~ v ~ RIM LV~ R! Vffi 56.60
- ~ ~ ~ EC:T° a~ ~ 1~" ~ ~ ~
° F SSE C~~TAIL ? ' ~ WM Q _ / 4 ~.i -o .I
Ex. 4" Water Mom x 4 _ 4 w u~ ~ II'
) -CY ~ - ~ - - ~ ~ 0 I 0 I 9,`;,"~ ~ III I
2-Gu ~ - - - ~~~a~ ~ ~~~J~ o ~ G.:a ' CONTRACTOR TG CONFIRM ~ ~ - I' ® T!
~ y o d' _ - - ~ Ex. FN & 2-6" GV LOCATION AND SIZE OF EXa WATER LINEPRIOR TO III ~ ~ ,'II'I
r Ex. 15' Grvl t1r. ~ ; CONSTRUCTION ~ ~ ~ `M !
o`~ ~ 00+~ ~i ~ 00 - ~E ~ OD 9 ~/d f~~;
7 ~ r r~sE ~ ~
E}sworth Barr+es E~ Ex. 6" Water Main-l i' r NCP1N- 3890-87-1756 ~ II I -
OBIPG~ 93-EI017 ~ 1 ~ PV GRAVITY WER r - \ = ~ ~
r- e7d SE J ~ 9 ,i ~ u~
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1 II PERMANENT EASEMENT - ~ `j
30 FT TOTAL WIDTH NEW FORCE FORCE MAIN ~ , L
SEE SHEET C,3.1 SHEET C,.1 . ~I - ; T,
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_ _
- - , . ~ ~ ''1E'~' 12" PVC G~AVI r Y SE~~'ER
Ex. TO& ~ ~ ~ ~ ~ ~ Woods 'i SEE SHEET C,2.2
Ex. Difch ~ ~ ~ ~ Eisworth Barnes Church Glorraus Hope Pnirtitive
~ ~ ~ ~ - _ R - 430 NCPIN~ 389 & a Baptist Church REMOVE Ek. ; ~ NCP1N 3891-8Q-5503 40'8 TREE i
FLEV~ 62.43
-Q- Ex. Difch- Ex. Ditch ;fi :EVE ~C REPLACE REMOVE Ek. F_Isworth Barnes
~ - ~ ~ a ~ Shed ~ ~ ~ ~ FENCE PVC OUTHOUSE NcPIN- 3a91-~a-4ao~
o , , Q x. b" Wafer Main E `s ~ ~ ~ ~ ?ain ~ flB/PG 93El17 1f Q~ GRAVITY REMOVE E. ~ i
I ~ ` , 10" Tree ~ Ex. rC18 l ! ~ Ex. rGe-~ ~ SE ER ` 16'° 24°' TREES ~
~ HSE I ~ _ ~~Q~ H 30 ,
PP w! ° " RIM ELEVs 63.27
Lafisha Dancy ~ l ' Chatmon Dane ~ I n o Gay , n
t ~ i2 PVC GRAVITY SEVER ~ , NCf'tN 3891-88-518 ~ DBIPG 1253/565 ~ n ~ - ~ 1 i ] c
SEE SHEET C..i / 1 ~ 1 I ~ ~ Tree ~n~t,,,
~ ~ HS E ~ REMO E E s~ f :rb Post.. o .reel „ j
Ex. D+fch I g I' TEMP. CHECK AM tTYP.3 ecac' 24 `T'REE J ~ HSE Leatha Norman , , ~
Ex. TDB ' ` ~ ~ SEE DETAIL 7 1 NCP1N. 3891-SD-5647 s° ~ ~ `~k DBtPG~ 3E/355 ~ PVC , ~ ,
C4~.~ a ~ l ~ ~ ~f 1,1'° / ~ `GRAVITY SEER j '
~ ~ ~ d ~ ~l ~ ~ TEMPORARY CONST, Shed Pasts ~ ~ ~
1 r Ex. 10 tree f ~ ENTRANCE
I' ~ DISTURBANCE EA L PED ~ Gr~~ Or~ 30 FT TOTAL V1DTH,,,, ~ HSE ~ -SEE DETAIL 10 q I .7,9 ~1 ~ ~
~ - ~ ~ Ex. snrnhS W/ 15,E Ex. 24" hree.- _ C ® ~ I TEMP. CONST, BLDG ~ ~ TRLR a ~ -
t~ 's ~ + PVC GRAVITY SEINER r+ ~ ~ EASEMENT 15"65" ~ N
OCR a 21 ~0 ' 1NeFl
CD , TPED v X111;00 f ~ ~ fi~ REMOVE E~. ! ~
M ~ 1~ _ ~ ~ ated ~i~nd 6t~ TREE PP ~J~jLar7dscope PE'k:c~~~1'~!ENT EASEMENT E~. Fence ~ ,~0 FT TOTAL WIDTH
I~ ~ o ~ - I. ~ Er. 16" 7`ree
' o ~ NSE 6u Ex. Conc. Cnristn3e Pittman Pad
1 ~ I- - _ - d 1 _ ~ ~ ~ NCPIN 3891-80-5769 i DB/PG 783/191 0
~ 1 , MH 2 ~
1 R6 ELEV= 6i,i l \ ~ Ex. rob l -o- 1 ~ ~ ~ ( r' ~ Ex. Frees w/ Brr~e~k~ eWaU ~
i PERMANENT EASEMENT HsE ~ I w, I ~ MH 4 w ~I Ex.1o„ ~ DISTURD CE AREA ~ ~W,~ 12" Trees~~ ~ 30 FT TOTAL IDTN
30 FT TOTAL VIDTH Barden I ~ ~ R9M ELEV 59,36 1 ~ ~ ~ l Germ ' ~ 3 0
~ ~ ~ w~ 'i f I welt ~ wide Ex. Satellite~~ O Sidewoll< C?(sh
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Septic ~ Shed ' ~ NCPIN 3891-80-5899 BZDG ' ~ DBlPG 1395721 Ex. Hedge
Drain Field ~ ~ , L ~ ~
I / ~ f~ Ex.
\ ~ f James Barnes HSE ~ ~ '~1- ~ Pests ~
Gfementrne Barnes ~r .~o~,, i ~ NCPtN~ 3891-88-7977 PP MH Shelter ~
9/ Ex, 14" tree ~ ~ WM ~ DBfPG 709 445 ~ a ~ -CJ- I (w~a well RIM ELEV~ 62.$0 Ex. snr~ns > ~ NCP(N 389~8~ ,39&4
~D M~1 PP wt ~ q, DBIPG 3E/355
~/d 1 ~ ~ i Underground Elec. ._r------" Dunbar Communify Club I
LO NCPIN~ 3&91-88-5817 F D8/PG 9361985 ~ i~ 6(} ~ . ',j ~ m
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i NCPfN~ 3891-80-6928
I 7 \ D81PG~ l92/i3 ~ .,~i ~ _
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~ 'eiP~~ _ S 'IP SEE SHEET C.2.3 ~ ~ ~ ~ I
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i i0O-YEAR FLOOD ELEVATION 6 FEET ~ ~
~
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I CONTRACTOR TO CONFIRM ~ °
'i LOCATION AND SIZE OF E~.
UTILITIES PRIOR TO ~ ~ ~ '
CONSTRUCTION I ~
11 j ~

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IK 391- BI- 74
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NCPIN: 3891-81-7653
DHIPG: 14461554
1/d
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SEE SHEET C.2.3
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MH 32
RIM ELEV= 62.35
- 0 PVC
GRAVITY SEWER
Regina Aiken
NCPIN: '38 1-81-6622
DHIPG: 14461554
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F HSE
n
Ricky Worthington
Mar Worthington
CpIw
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DBIPG, 11321207
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St- Matthews Baptist Church
NCPIN: 3897-81-4771
DBI PG 872./39
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r~alPC. 87273s 1 - SEE SHEET C.2<3 ~ ~ I( J ~ I ' ~ a ,
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DB. PG~ 978/238 I ~ SEE SHEET C,2.4 1 ~ N James Hatfield
I crave ~ I St. Nlatthew~s Bapr`ist Ch.~rch I~I NCPIN= 3899-82-2066 Leroy locker DB/PG~ ?1`9143 I
i' ~ NGPiN~ 3897-87-6749 ~ 1 i NCP7N 3891-82-4095
13/PG 97&/238 I ~ Elsworth Barnes DB/PG- 9831635 ~ NCP9N~ 3897-71-4675
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ii ~ I ~ ~ L~afPC.93-Ef77 ~ SEE DETAIL 6 ~ I
I TOB a l,~ ° ~ M 35 PERM ENT EASEMENT I ~ C.7.9 I-I ~ ~
C3 ! Abandoned 6 m t e RIM ELEV 63.46 30 FT TOTAL VIDT !water Line 1 ~ 1 ~ P/I~
I 1~~~1\ 30" Tree ~ / 4 Q ~ PVC GRAVITY SEVER 1111 a ~ ~ ~
1 Mar McLellan t ~ 1 v II c ~ 1N~ 97 8 7 84 I L I NCP ~8 2 2 ~ ~
a~ ~ 18 Tree ~ / L ~ DBIPG' 9081500 0 5e CFF (~F GRAVEL OR, I I ~ ~ ~ a 05 ( ~ ~ c
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~ ~ ~ , ~ v ~ ~ k 70' i ~ w w fL l~ 1Q" Tree ~ ~ ~ P' ~k O
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~ . r . H 0.13 ACRES oa7PC 9~3is3s EX. water Main ~ _ ~ _ - ~ _ _
9. Ex. Fence - - ds ~ ~ ~ ~ ~ - - - I ~ ~ ~ wa© - Uv~' RIM ELEV 62.00 x ~ ; x - , =-x
rf ~ 1 - - ~ - - - ~ pfd ~
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I + TEMP. CHECK DAM (TYP>? ~ ~ ~ NSE ~ Pro am r- ~ SE . Propane lank TEMP. CHECK D (TYP.)
I SEE DETAIL ' ~ p ~ ~ ~ ~ d ' ARC FILTER tTYP,)
C.7.1 ~ ~ N I { 6 PVC GRAVITY SEVER 1 SEE DETAIL CLEAR GRUD SEE DETAIL 7
f ( I ~ r' DISTURBANCE . I NsE ~ ~ ~ , W AREA c,~.~ 0,06 ACRES c.7a
MH 16 I I 30 FT TOTAL ~~~~11 s PERMANENT EASEMENT ~ ~ 1 CTS VIDT CLEAR ~c GRUD ~
I RIM ELEV 62.0® 20 FT TOTAL VIT ~ I I Alphionzo Bryant } I ~ I Alice Bryant ryant M 36 ,02 ACRES ,
0. I ~ I NCPfN~ 3891-82-7386 ,I . z 736 RIM ELEV~ 63,64 clay Str~ck(and Junrus McMit(an Dianne Sfrrckland
I DISTURBANCE AREA ~ T~erPC,1o78i2ss I ~ 0 FT TOTAL ViDTH I I 1266 Laurie tu{cMiNon NCPIN~ 3891-73-7028 j ~ NCP1N~ 3891-82-3499 DB/PG 1523153%
I ~ I i I ~ ~~d ~ I ° ~/d DB/PG~ 1324/75 wames Piti
I 1 (I NsE NCPlN~ .5897-82-fi429 Charles Williams Ill DBIPG~ 145.3I794 Julie Williams ~ ~ - ~
j I . f?oseveft Par!<er I I ~elares Parker NCP1N~ 3891-82-5439 a°°~ ~ ' DB/PG 1478/255
A: - -70J I I I ~ NCP N 3891 82 I 1?B/PG: 970/78 I L
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CONSTRUCTION
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11 ',1 ~ ~ _ SEE SHEET C>2.93 i ~I ~ I ',1
I Donttfd Williams ~
~ ~l I HsE I !da tUloss ~ I NCPJN° 3&99-83-4397
1l DB/PG. 134,91417
NSE NSE SE I ' ~-Edgecombe Water and Sewer Drsf. 5
~ ~ NC1'JN 3&91-83-4407 DB/PG 1526, 115
~ Q
Home Servicing LLC Fictng LLC
~l d NCPIN~ 3891-83-6422 Lena BcrHaclt DBfPG= 1494/39, i-8 -6422 ~94Is?9J EX 5at9 Dt. ~IS 8 CJ~~ y~ ~
,e X ` NCPIN~ 3899-83-7422 ~ ~ ~ ~ DBIPG~ 1126/465
DPE CUT 75 0 FT 1 ! i A ~ ITH JT 75
' Carlfon Phillips DF ~ ~ ~ Abandoned 6" Jannette Dockery LN n. ~n
Wafer Line NCPIN- 3891-83-9577
~ i DSfPG 11d8f751 ~ NSE ~ ~ ~ ~ ,
Ex. 6" Water Maur I'i ~ e . e "'1 r - .
I~
t i ~
. i NEY~ 1 PVC GRAVITY SEINER Ex. 6" Water Main (~J n' S}~~ ~ SEE SHEET C.2a
I I ~ }oo
Ex. Ditch ~''~l PP ~7-N
Ex. TDB emenk v Q P 3~Q~? p,sphal 2-tPED - ~ ~ ,
o S ~ ~ ~ 18" Stump ~ ~wote
~QO o Gv 2 ~ WM v
~ 'a . ~ REMOVE 2 ~
T REFS 5.,~6 ~ , 'i~ ELEV~ 64A5
~
~ ~ - ~ Tl~'~P. CHECK AM ~TYP.? 9 ~ , 9 ~--1,;--- - ~TA1L 7 ~ ° x+ I' ~LEV~ 65.0
~ c.~.~ -
Woods MH 3S f RIM ELEV 64.3 NEB S°° PVC GRAVITY SE~MER ~ i, ~ SEE SHEET C<2e12 ~
~ REMDVE E~.6,a li'
~ 6e1 PVC GRAVITY SEINER CLEAR ~ GRiJl3 ~ ~T;; --H 22 HSE TREE ~ ,T ~
r _ 0.16 ACRES 10 Ff `1T _ . T ~ ~ R1 ELEV~ 62:67 Ra n onto oss e~T
~ s E, ,~E ~ 8' Grv1 Dr. NCP1N~ 3899-83-9754 NSE I!, ,y Ex. t.~~ GP NSE ~ ~ f M S1QdyyS Hudson ~ ~ ° ~ I
` ~ DBfPG~ 1(194f727 ~ ~r~~ Curt+s Nadson ~ ~ ; ~ ~
~ ~ 4 1 ~ flISTURE CE :.REA fix. ~j6 Dan ~ ~ NDBfPG~12081 874 ~ m ~ I ° ~I
.~,o. ` , 30 FT TDT..~ _ . H ' ~ o ~ i - ~ m
~ Shb _ , fl HSE
~ Gwera Rrehordsor i hardson Nina Rc Gwera Rrehordson Nina Richardson ~ ~
~ NCPIN- 3898.5-6~ DBfPG 9~ 12119 'PIN- 3891-83-6746 ~ DBfPG~ 92121194 ; _ ; r 6" Tree ~ ,I
~L CONTRACTOR TO CONFIRM ~
( d IOCATdON AND SIZE OF E~.
1 ~ FtSE ~ CATER `.INE PRIOR TO ~ ~ '
L
Ex. 2" U Ex. 2" Water Morn ~ _
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DB/PG i2D81283 Lena Bullock teray ~ tera~yy Mass
NCPIN~ ,3891-8.3-4924 NCPIN~ 3~91- NCPIN~ 3t}J1-84-3iJ52 aBr`PG'~ 1592/?t8~
DB/PG 1468/1188 D6r`PG' 151 7/~ C} PERM ENT EASEMENT ~
30 FT TOTAL WIDTH
I ~ MN 41 NEB PVC GRAVITY SEtMER
SEE SHEET 0.2,13 ~I 98" stump NSE RIM ELEV 65.07
40 PVC GRAVITY SEER
RIM ELEV 64.95 NSE ~ ~
~ ysE M 39 ` NsE c~
- RIM ELEV= 65.30 v
~ - ~ ~ so~ t~,3 ~ Q X
i~- ®rnn ~ ~ ~ ~ - e . Landscape .P :,r
~ 7U96'~B F ..i
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~ Y lId - ~
~ _-----~---~~Y ~ RE` JVE X. 6 PVC GRAVITY SEER `Y SEER a
0 19 wa , . 6 TREE o o a Ex. Tae
I o Ex, 2" Water t me ~ a Ex. 7~ - DISTURHANCE AREA ~ ~
~ ~ 30 FT TOTAL 6DTH ~ ~ EX. D~tan- EX. DI#Ch r
seed ~ ~ k x cP ~ u, s,,
. I~` ~J
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6°' PVC GRAVITY SEER U ~ ~ ~J t ~a
HSE ~ Gu" TPED U ~ /
-ra
Owen Richardson r ~ r,~ E,r. Btowofi ~
~/d Nina Richardson _ ~ - - ' ~ Woods NCP1N~ 3891-83-6746
DB/PG~ ?212/994
MH 42 tip REMOVE REPLACE NeN t~~a RiM ELEV 65,16 NCPtn~ Naw t~~ope Baptist Ghurcla ~ NC'P1N 3891-8a-603&
~ 661 SY OF ASPHALT DBr, DB/PG~ 1155J207 ~ ~ ~ ,
PAVEMENT ALONG LARK LN, NEB 6 PVC GRAVITY SEER ~J ~ ~
SEE SHEET C.2.11 ~ C •
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SEE SHEET C..11 ~~I ~~I~i i tb~ ~
J I ~y i
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P/ i
P/L ~ Noma Seruier'rry l_LG'
NCPtN 3891-8.5-6422 ~ DB/PG 1494/393
! I N Frances llbbott NCPIN 3899-83-6065
!1 34LF F D,I.P, GRAVITY SEWER W1 34LF i L'8/PG 11331933
OF 1°° STEEL G~I~~~°` °~~1T, AT 0<0! SLOPE, REMOVE ~ REPLACE
MINIMUM WAL° '1~ ~ :JS 0.250°' ISTALLEO TEMP. CHECK DAM OY DRY GORE ,~~?~1D _ , ,GKIG 2S6 SY F ASPHALT
SEE DETAIL ~ PAVEMENT
j c.7,~ NSE p/~ TRL Ex. 2" Water Male TRL ~
m o~ v m
'I =@ RECOVERY PIT NEW $ PVC GRAVITY SEWER ° i ~
20 x10 ~ P MAN NT A MENT'' SEE SFIEET C.2.12 ER E ESE ~ ~ ~ - rPED ~ -
~ 30 FT TOTAL WIDTH ~ ~ a it - a ~ ~ ~ r ~5 INeU~
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v a' S'° PV GRAVITY SEWER ~ ~ C ~ ~ 112° OFF OF EOP~ Q ~ R!M ELEV® 67.54 L
18" k ~ n StUl17(J o W ,.m~
o I N 40 DITUR ANCE AREA W
RIM ELEV® 4> HSE v, u~ F~ 30 FT TOTAL WITH ~ ~ ~ Charles Braswetl
Donald Williams ~ E7Ia Sraswett NCPIrV 3891-82-493,3
DORE PIT tda lb~oss r HSE w s 130°x.20') rvcPrrv 38.99-~- X397 MH ~4 NSE ~ ~ DB/PG 1550!75
DB/P6. 1349/417 RIM LEV~ 66.7
S'° p~ L____ _ q. 5" PVC GRAY TY SEWER
~~111 Ed ecombe Count Wafer ~ Sri 9 Y IT' 0~ ~ ~ and Sewer Drst. 5 OFF OF E P}
NCPIN~ 3891-8.3-44D7
'~j ~ti DBfPG~ 1526!%5 Mlrlion Savage , I t Iti Linda Savage on Savage ~ 3a Savage
P NCPIN 3899-8~-4D49 I; D8/PG` 1281/11J7q J`6'99-`G'J-4~49 G'•` 1G~971~7~
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SEE INSET T~'',IS SHEET P RMpal NT EA f:'°PT " FC.'CE "`rIA9N DUP~IQAR E E SE ~ SEE PROFILE HELOW
~ FOR CONNECTION DETAIL ~0 FT TOTAL WIDTH o PUMP STATION
~ SEE SHEET C.4.1 L I t ~ E/swori~la Barr+es ~ ~ v
Ex. 8" Force Marrr ~ ~ NCPIN: 3890-87-26J~ ~ is ~ 001 rfj~i i
~ ~ uBrPG° s3-E/97 , PVC GRAVITY SEWER ~r^^~~ ~ ~ i I G v ~ ~ x 4,.~ r ,I
I'~ Ex. 6" Water Maur FOM ~ ~ SEE SHEET C.2,7 p~c ~ ~ ~ 1 l k
it _
~ ~ ` ` ~ ___8._.... ~ ~ ~ ' a DISTURP CE AREA ~ ~ PVG GRAVITY SEWER a.- i l ~ FGM ~ ~ ~ ~ ~ ~ FT T T WIDTH
~ ~ ~ O AL SEE SHEET C,2,7 c ° ~ v PP 2-Gu ~ ~ a _ _ _ . ~ q gg pas ~ ~ ~ I -~`f
„ ~ y ~ \ ~ ~ ~ 'c 9 . ~ ~ Ex. L71tCh 41'l ae e i ~ , ~ ; 12 P . C GRAVITY SEWER Y 0. _ ~I ' PP \ Q U -®an f a iEWER ~
~ ~ ~ -q~ , ~ ~ o Ex. Conc. ~ ! SEE ,...~.ET ~--Ex. Easement ~
t--- ~ ~ ~ MH 2SUS, ( ~ Hdw! f,,r ~ ~ti aa~ l I- _ f ~
Elev. 59.38 ~°s fi " i 7 a
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Abandoned 6 Water Lrne m, - _ _ ~i----____~ ~ .P' ,,~,,r?~=~,_ _ ~ - ~ - 'I Remove As Needed _ _ ~ - ~ ~ -
- - Ex roe F_x. Easement , `-~`a.,"`..e""`- _ - 4r; t~ •a: - e_on "n„ , LOG - ~ ~ I
~ Asphalt Pavement ~ C Ex. 75" RCP H f ~ I ~ i
R ! ~I CUT-IN WYE
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~ ~ 1 ,7,~ I~~I ~ 3 ryry pp y~I tt r 1 FROM LEGGETT MAIN PS
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_ x. 8" Force Mai F SEE DETAIL v' ~ ~ 9 k C,7.S r° ~ o I w ~ ° REND ~
v Qt ,J ~ of ~ ~I I
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_ SEE DE L ~4
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- - - - i; W1 DOSES NEW S°' 45g NEW S°' FORCE MAIN
BEND
~J ~ ~~J CUT-1N WEE FROM DUNE PS
NEW RELEASE 9
~ ~ ~ VALVE, SEE ET~~~L ~
ii REMOVE E .CAP D ONNECT R _ ~ ~ ALL JOINTS SHALL
NEW: S°° F RCE MAIN T E~.; ~ Ex. Grorie ~ NEW FLOW; METE E RESTRAINED
S FORCE MAIN
Ex. 8" Force Main
from Leggett Main PS _ _ ' ;
~
~ Y-- ~ 6" Water Lie ~ I', 4 ! 78' RCP
~ ~ lnv. 55.33 'MIN, ~ 5 ~
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. _ . _ _ . -
LOCATIOf l . ,p") SIZE OF E~, WATEF~ Lll.~ PRIOR TO INSET ETAIL i ~ ~i
NST fUCTION SCALE 1'° ~ 10° ~ ~
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,3LF F S"; DIP U DER ULVE T ~ >3LF CAF S" IP UNDER Ex. 8" For e Morn ; NEW " FORCE 1 ITCH CROS ING CROS ING ; AD CT
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a \ ~ i ~ 001 0Gi 00 E~.ET _ E~.TpP w° ~ ~a~i~E GGTT4M QF PUMP t~FF 1st PUMP2r~ P~triF HIGH CATER AUTO DIALER IHV.lH ~ PUMP STATB4H T,D.H. M4T4R r Ek. F4RCE ,
~ ~ ` " F MAIN S PVC GRAVITY SEWER ~ ~ ~ ~ ~ - ~ cv ~ ~ NEW ORCE N SELL DlA. C _ ~ (FTD tHPD 7F STAT6C!'J ' 9 ~ VAULT ELEVATl4P! 4N ELEV. 4N E~__V, AL,+>M ELEV. ALARM ELEV. ELEVATIpP~ I ; ° ~ ~ m tFT.3 CGF .ELEV. CFT _ '~'.EV. CFT.D P_LE':,'. CFT.! :MAIN SIDE ClN:I CFT.} CFT.? CFT;? tFT.l tFT.~ CFT.) ~ ~ _
x. uvater Mare FoM ~ t SEE SHEET C..7 / ~ ~ l i ~ s. , ~r ~ 'I E ~ Elswarth Barnes ~ ~ i~ LEGGETT 320 ~Q 5Z5Q 32.32 50.50 8 35.65 37.65 3J.15 40.65 42.65 4Q.65 r ~
i EPEt? NCPIN~ 3890-87-2634 ~ ~ _ c " ~ r' P~sP~sT~Ti~ ~ Ord e, ~ w ~ l CS1 DB/PG' 93-E/l7 . l~ ~ ~ ~ a r' PUMP 3TATI4M i ~
~ ~ o ` \ ~ 12'° PVC GRAVITY SEWER - ~ o,-' !33 I ~ ~ i , r~
~ ~ ~ SEE SHEET C.2.7 _ . - - ~ N ~ Gv v _ Ui 1 Cl i
PP ~ ~ ~ '.r I 2 Gu ~ ~ i ~ ~ ~ ~ ~ ~ i a ~ Q Ex. ~rt~n ~2 PVC GRAVITY SEWER L ~ ~ 1 ~ _a ~
~ ~ ~ ~ I 1 _ i o ~ ~ ~ ~ ~ o Ex. Conc. SEE SHEET C,2.1 w I~ ~ _ ~ ~ , , r !
~ H 26~, _ 3 ~ I Ndw1 ~ .z~ ~ f ~ ~ ~ ~ r INSTALL NEW GENERATOR AT
~ I, ~ TBM ffunbar ~ ~ - ~ PP I i r - Elev. 59.38 x GJ ~ If ; ~ x a ~ ~ r / THIS LOCATION PER PROJECT
j, m s SPECIFICATIONS RELOCATE E. CONTROL PANEL TO DUNDAR PUMP STATION AND INSTALL _ _
. U.I Abandoned 6" Water dine-~ - - - . - - _ _ ~ _ - 'd _ ~ _ _
w lt,l Remove As Needed . 3 ~ ~ ~a~ taG Ex. TOB _ _ _ _ RELOCATE E>GENERATOR NEW CONTROL PANEL PER PROJECT II! TO DUNDAR PUMP STATION SPECIFICATIONS
(1) Ex. Easement \ Cn , + 0. ~ ~I ~I Ii II
_ ~ Asphalt Pavement ~ Ex. 15" kGP ~ r' ~ , ~ o H 2 ~
j EX. Fence RELOCATE Eft. PUMPS T
N r PP "SEE INSET THIS SHEET t® j ~ ~IDUNDAR PUMP STATION
~ 1 f a
I' FOR CONNECTION DETAIL ~ ® IW ~ ~ ~ ~ i TEMP. CHECK DAM tTYP.~ / ~ J SEE DETAIL 7 i ; ~ ~ ~ - Ex. 10" Grav+ty Sewer ~ i
'C PP I I ~ 8 ~ ~ / ~ ~ I C.7<1 ~ , ;
- ~ ~ ' ~ F ARC FILTER €TYP.) ~ I ~ ~ b ; ~ ~ ~
Ex. 8" Force N1arn From ~ ~ v o ~ - ~ If i
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~ !i 1 ~ of v ' ~ ~ ~ ~ ~ O ~o~o
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~ - ~ ~ HSE ~ I ~ q >~7 PED I C I I r °
o~ ~ ~ ~ ~~Q~O~~j~ ~ ' ~
c~ ~ L j Q4~p I INSTALL : _ PUMPS AT ~ j THIS LOC~,~ ON PER
~ - PROJECT SPECIFICATIONS
C~ ~ ~ ~ ~ °
v7 - - - - - P+~,,. - ' - ' - - - - - - -
o NEW S FORCE MAl ~ ~ ~ a~~o CCI~;"~°~°~ ~Y:
Z CROSSS G ~ ~ c~ ~ ~ ~I 4
o ~ . Ex. 8"' h orce Main ~
. . a~ f 0 mY:
~ i -REDIRE T f~,~13 Ffl CE AID ~ u 1 oa ~ ~ Tfl NE ~ RORCE MAIN ~ ~ CHECKED ICY: ,
. ~ 55 C~ - i'~
~ 6 ECT NO.: I'
cy ~ MIN, o
~ - - - - - - - 1 e "s - . Ple ~ TO DUNI3AR PUMP STATION C H1AY ~ TO LEGGETT- DATE: i~
7 2 f 0 12 P V fl.2! ~ v ! FL y (100° ~~OT l ) Y ~111',i~
L ~ . SCALE: .g ~g° Ip®id~°
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L t:. i'~ F OF,~S DI UNDER...
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o 40 40 Lo rn SCALE 1" ~ 25' ~
0+00 1+0 2+00 3+00 4+00 5-30

ti
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STS 'U TATgO EL~AT~ON SCHEDULE j I~
WET WELL TOP OF DOTTOM EOTTOM OF HOTTOM OF PUMP OFF 1~t PUMP 2nd PUMP HIGH CATER AUTO DIALER INV. IN III
PUMP STATION CAPACITY T,.H. MOTOR N E DI ETER tP3 4P1' STATION STATBOP F I.''.' i ORCE STATION VALVE VAULT ELEVATION O ELEV. O ELEV° ALARM ELEV. ALARM ELEV. ELEVATION
4FTJ 4FT1 ELEV. 4FT.9 ELEV, 4F1 ELEV, 4FT.) ELEV. tFT°) SIZE SIN°) tFT.) tFT°) tFT.) tFT.) AFT.) {FT°) '
DUNBP~ 8' 405 1.42 PUMP STATI©N 175 5p 62 04 2 21.42 35.00 ~ 24.75 26.50 27.50 28.50 30.50 28,50
a
c~® r..~€ :t ~/gym w,: _ v~.} zo'-o`° as A ~ r aa.
p X -~V7--~--- ?1. 51:x.1:. J
, c~ aa. u, ~NOTE'= PUMP, CONTROLS, AND GENERATOR T EE RELOCATED FROM THE EXISTING LEGGETT MAIN PUMP STATION,
s® 10° !
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NEW 12" PVC GRAVITY SEWER
SEE SHEET C,2<1 CRANE ANA SASE DETAIL
TRASH ASET DETAIL NT TO SCALE C°.1 NOT TO SCALE C,°1
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~ i' , - DISTUREANCE AREA ~ ~ C9~CK VALUE ~ i ~
r, ~ _ _A - o ~ ~ _ . YdP ~ _ r°p of Bcr~k 6 D.P BEE IT~P. OF 2} 9-1P!" R.S. IT r ~ ~ ~ FROA4CDNTRDLPANEL ~
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b I'; ~ c~ 1 ~ -,t~~°~ ~ ; ~ `SERVICE CONN T oe7PC- ~~.~~r8~s ° . , ~ EC ED ~~1 . ' ~ N W S OARD ON BOARD v} E 13 EX, WATER METER ,I
4. FENCE. SEE DETAIL - S 8 D,I. FORCE MAIN 8° ON.J. FdYE ~ o;
~ C.4,1 x- - ,Q NEW FLOW METER ~ ~ ~ ~ : I 3'-Q' ~ ~~~i ~ ~ ; ~ ~ - ~
~ 1 T P V ~ , ~ ~ _ , ~ O ELE , 62.00 I \ ~ ~ ~ z°~~ r ~ ~ ..i Lsi µ ~p f.-_, ~ PUCGRAUITYSEWE I ' ~ . , ii J ~ I ~
Q NEW 5°X6' CONC. SLAD ~ ~ ZONE 2 DUFFER IMPACTS
W! EMERGENCY > ~ - ~ I ~ 6° o.l. Ft9RCE
BYPASS CONNECTION ~ 10 a Z ~ i - - ~ Abarrd~.. " ° r" Cj ~ NEW 5 DIA. VALVE VAULT NEW CONC,I3OLLARD r ~ << _ ~'~f~r ~ ~I ~
i TOP ELEV. 62.00 4TYP<} ~ ~ ~ ~ Cd~ICREf@S4~nu 6*-U" Tiir%SHBASISEB' ~ ~'~I
~ ; ~`~i ~ ~ SEE DETAIL - I {s"r~?OUE~.v~E) $°PRE HI~CAt7GE SEECiETAi1#r~A.1 i INClifdf ~ . y TO BE 2° SCBi. 49 PUG PIPE ~ ~ ~ '
~ ~ NEW WETWELL 11 x ( ~ R1M< 62.00 ~ ~ ~ ~ ~ MN 2 z R =~:T~ ~v-PAGE q (I'!.. (7F t, #S' DIA CONGREtE WEMfH,I. ! ~
i ~~'I w ~ ~ _ °,.A~~ .SEE SHEET C.2.1 19J TO fTAfdGE CONNECTOR I'
4 DBA. MH 1 ~ ~ ; ~ I I ~ 5 V T ~ '1.0 ~ lr`S~ 60.00 REO E S RUBS O I
ltl CONSTRUCT ~ ~ . 6 ~ Ex. Wafer L}ne
W i~cW CONTROL PANEL ~ ° ~ ~ ~ ~ ~ I rR~rr 6 PUMP STATION r- 3 \ ~ ° ~ , , ~ ELEV. 60.25 4SLAQ~ ~ ~ ~ ~ ' v z N DUNDA PUMP STATION PLAN ~I
{ o ~ l NEW GENERATOR ° ~ ~ ° ~ ~ ~ I ~3' NOT T SCALE C°.1 ~I' ~I~, '
~ ~ , ° ~ ~ ' ~ ~ °~C7~ i x ~ ELEV. 62.00 4SLAI3] ~ ~ - ~ + I ! a
~ I ~ NEW RPZ W/ OVE ~~o
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~ n ~ d O ~ PLA* SE 'DHATCHF CE CO ORACCESS ~ FRACTOR SI '1 ~~FY TO TP,94H 6aG ~ IF NEEDED. ALSO ~ I ni „CNSlM1'iF':7 pUu ~,~r'~ICDL_8~t',SEPLATETD !
~ i NEW YARD HYDRANT °r~ x I v c~ ~ ~ r - ~ I ~ I ~ i ~ ~ x E,. roe 1 ..~JdUG.::FUI~..,.G 1d3&4 JS 61LCt~dFG I ~GViN3TWECHTO I ACCESS THE a,Sti BASKET. I !
1 PVC RAVITY SEWER 6'~ ~ ~ ' ~ ~ 2 G ~ fi _ I ~o a TDP SLAB REP"F W/ * ' I
i SEE SHEET C,2,1 ? r ~ 2 ~ 1 '1."~ ~ ~ EROSION CONTROL ~ o Una ~ I' ~ MATTING AT 90° D.G.E 9<Y E'(T" + I Ili I fl4EACHSiDEC C ~!€NG , 100-FLOOD ELr`.if ..~SEV:BO.OD ~ I ANO #4S r~~~~q~r
~ NEW POWER POLE ! c~ i ~ ~ ~ ~ ~ I ~ ~ ~ ~ ~a° I SING ~ ~~~~~ETE~p~wcASTC~t~ErE i
~ W/ LIGHT ° I .~o 61.0 ~ ~ zo' ° 1 ° ~»~no~a=D ssau.wsEPRECasT ! i, t?'lfv(~; ~.G,:]'!SF JIBCNANE 4°?10.1~NTPIPE ~ I
~ ~ are R~ 2,5 I RIMELEU.=62.00 /~SEEt~TAJL31C.4.9 y,~'~ li
~ ~ ' ° ~ ~ I `l Q ~ R= 5~ z x r p 3' T-8" rLUB1. S.S. INSECTS ELEV, 63.75 Aec~sspcOrc 1° !~-(ROTATEG90°D
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~ ~ t-,:. FLOW ~ - 'I'~"Ij ~ ~COi~SCf~A9A9~901E ~ ~ , ~ ~ i '
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; I S.S. LifiING CABLE 1~PLIMPONELEV.26,50 , ;:eJECT MO,:
NEW 12" PVC GRAVITY SEWER ~ ~ ~ " ~ ~ SEE SHEET C.2,7 PUMP DFF ELEV. 24.76
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~ ' I ~ v ~ o ° _ GDNCRETECy~DUT 10°MIN, T
1 c I ~ J ;.I Yu1G. S° M.d. GATE VALUE '~0 L OtN W18" ~ICK ~f
NEWS PVC FORCE MAIN c~ NOTE a W I o \ `5EE SHEET C,3.1 W1vAS.UEBax ~.,IacvD~~r~ , . , ; ,~/1 - i
~ , ~ ~ SLOPE SITE 1/6 PER FOOT MINIMUM
TO ASSURE POSITIVE DRAINAGE II'Ft~ti~ ~!i-f~~~h'~~ L;; -az~cRU~sr~sror~~~ ~
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B' O.I. FORCE MAIN ~J Ili ~I
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SCALE: 1" 20' = C..1 NOT TO SCALE 094..,1
NOT T4 SCALE C.4.1
J _ li I

~i I ~dl'd1, 2~ Gad i41ATCH EX. ASPHALT MIN. 6" CAEC DR NOTES
~ ' I THICKNESS° WHICHEVER IS MATGH E~. CaRAVEI GF GRADE 1. FOR PIPE SIZES OF 2" OR LESS, PROVIDE HEAT TAPE AND GFCI AS SHOWN. I 'I'
LANE CLOSURE GN A TV~O-LANE LG~V-VGLUME RGAD GREATER. N i EXISTING SURFACE THICKNESS, ~VUHICH AS NOTED NEB PIPE LINE E NEW PIPE LINE I
~ ~ GNE FLA€9d9ER GPERATIGN EX. ~ VEL EVER IS GREATER. - ~ } 'L SURF.":C° 2. BAGKFLOW PREVENTER FOR BUILDING SERVICES SHALL BE REDUCED PRESSURE
fi3 STATERCAD - i: ~ 6~ ~ I' C~ _ ''L. STC,I~ MIN, z ~ x CULVERT ZONE ASSEMBLY, UNLESS OTHERWISE NOTED.
~ ; ~ I ,.,w 14 LF MIN. CULVERT AS NGTED- 3, FOR PIPE SIZES OF 4" AND LARGER, USE GATE VALVE IN LIEU OF PLUG VALVE. AS NOTED x'92"MIN.
N RGAD , ~ ~ ~ ~ _ - ~ SILT FENCE ~ ~UGRK ~ ~ ;;s!:7`~AGTED FILL - ,:IPACTED FILL RES~'D
AHEAD ~ , j , C7 a ~ PLAN I ~ k I O _ °Th~CER MIRE -v m RAGER WIRE PROFILE SEE NOTE 3 BACKFLOW PREVENTER *1S" MIN FOR C-~SSINO
t€~ ~ ~ . 200° 500w ~I ~ TION ~ ~ ~ } GGNDI cONDOTION ~ OF sANITA~ ° R INSULATED tSIZE AS SHOWN ON
94 Lf PIPE LINE EVER CULVI ~ INE 47VER uLVE~T ENCLOSURE DRAWINGS)
I , _ SILT I .:Cc - RE(~ „ ELEC. HEAT TAPE
~I Ii . rti LiRADf GRADE PIPE SUPPORT OVER ENTIRE DEVICE
ONE LAN '~',RIER PIPE ~flJE~ti PIPE 1 IE CULVERT
ROAD ~ ; . AS NGTED I ~NEVN PIPE LINE i ~i ~ , AHEAD ~ ,
ROAD CROSSING DETAIL GBH "1?!EL {SKIVE REPAIR DETAIL i _ 'i ~ STATE ROAD -N---~- ~ 4" THK. 30x0. 120V 15 AMP GFCI OUTLET W/
50° -100° AS NOTE I PSICONCRETE F TIP 0 I As NOTED ~ W T R ROOF EA HE P NEB PIPE LINE I
(240 } 504 i, ~ ~ GULVERT MIN. 2" GR MATCH EX. ASPHALT M CR MATCH EX. ~2~° MIN ~ COVER ~ i
EXISTING SURFACE THICKNESS, ~HiCHEVER IS ^4•."C~1v~'C ;.T THICKNESS PLAN E ~ - - GREATER. F'L;ye ~~IE llaCH, WHICH
` ~ . E°°°~I1~~ GREATER. k ~ ~ COND#TIGN 2 i, PROFILE A SLOPE GRADES TO - _ 6" MIN, ALL CONDITIt3N 2 ADD CONCRETE ENCASEMENT DRAIN AWAY FROM ~ AROUND ~ I.
~ - - 10 TDNS LASS E PIPE LINE UNDER CULL I i 0~ CABC C INE UNDER CULVERT PER PIPE CROSSENC~ DETAIL FOR CONCRETE PAD ~
RIP RAP (200°} 500w ~I ; ~.I ~ RE~~i.=~1ED CULVERT CROSSINGS i ~ ~
i ~ STOPIEBASE i ~ a, ~ ~ ~ ~ ~ I "-.1'~RESTItA1NED
I ~~~CTED F9LL o;~ CGMPACTED FILL .9ta~ ° P"~E ~r CULVERT ~ ~ ~ a a 9 ~ < 1" . ' a ~ I a I a , n fi ~ % F q i .1 a ap a as a 1 ~ ti ,a a ~ / Q a A
~ SCE SAGER V~IRE Pafi-, E ° PII ~ L°; F ER BU F - E ALL &~RADE CONC. ENCASEMENT ~ ~ ~ ~ ~f, ~ E DETAIL ~
~ Fa,~ _ I ~ ~~i SEE ELECTRICAL SITE
_~v. ~.-a s - ; 1ATE RDAD-- - r~ _ ~ PLAN FOR CONTINUATION ~ ~ PROVIDE SECOND
'100 . r1X _ k ~ Q
m fin; ~ ~CULVERT AS ° CjEh`ER PIPE ~R`RIER PIPE AS NOTE ~ ~ ~ ~ PIPE LINE ~ CONDUIT FOR
SPEED SUFFER ! 500 (2069 } MIT FT PLAN .a~ MIN.. OTHERYVISE SUPPORT Q WATER SERVICE
LI 4 } - _ _ ~ ~ D' VE PA R D T IL "1T'ON 3 k`~ i ASPHALT DRIVE F'~~~~ ~,E~~'ETAIL CQNCRETE Ri RE I E A Ct - a q Q
35 200 I R.,9.D.L PIPE LINE ~:~3i~NDEND I li I ~ GTE; N ~ UavD END OF CULVERT q Q d ~ ~ _ - P a. a a a _
45 350 ~ ALL GPt'G~ CUTS --."1'^ 71L RG,'~C'"~'~4YS ~tl?,LL ^E ";,~~,96FILLED'"„'°1 a Q, ~ = - t ~ , F-; 1 S 'C' ~ ICE RCT ~i N e a .....3000 PSI CONC,
API=F v SU - --',TERI} L P ~,j 55 d00 ~ N11°"k, '~,'T:CIFBCAT BLOCKING _ _ , ,w . mp ~ e ~
' ~ e a . - ~ ~ P ~_._m C.~ I~`'~, Cam,. 'I'~„!!~!',~~ a - n
° is 500 ~200'j '-l, . ~ . ~ ~ . 1: AIL ~ _
'I i GNE f:AN i ~ - ~ ~ ° ° ~ ~ 9 _
READ ~ k AHEAD
i k _u_- _ T_ ~ 9
4 ° 00' SEED ~ ~JUI wH F~:R 50(2 } STEEL PIPE
RGAD ' ~'!5 ~ _NTATIGN
~GRK "~,",N~ 'SPECS
- AHEAD PAINT TOF _ 4 w = s ALL PI~'E T Oi "!TIO - ~ ° ~ _
,-~f ~ ' i - 1 / 1 ~~rti/,~, r'~ i /J YdITH 6 P~IL< S:.t,~ a ~ YELL • s
(PA~EIJ ~ ~.7~ ® 'i ~a ~ 6ti Crti'dvi.. 5A UNPAVEDAREA spp
- m ti,, ~ A~ C' _.m, FILL ~~C / 5 )C F D , H GR1 r, 131TL'~ ~ ;~tS ~ONC. ENCASEMENT p CC3NCFETE AT 3,OIg0 P.S.I.
a ~ 1, A SINGLE FLAGGER MAY SE ADEL?U,~TE FGR LG4~ VGLUE SELECT COMPACTED 1 ° CONCRETE FILL TYP. FINISHED GRADE ~ ~ IN UNPAVED AREAS PAVED AREAS ~
APPLICATIGNS. WHERE GNE FLAv~ti-~~ IS ?JSED° SUCH AS FGR SHGRT FI~_ ~ACKFILL ~ ' BACKFILI WGRK AREAS GN STR, BIGHT RGADV~ri':'.~, I~HE FLAGGER MUST SE VISIBLE i. -iP~d IN 12fl / ~ ~ . m ~ ~ TYP. FINISHED ~ ~ ~2" THICKNESS SF9.fiA
ING TRH.i°1=1C fRGM SGTH DBRECTI4DNS. LAYERS ~ TG APPROACH ~ y f, COST TO SE ICLUDEQ I n . ` ° / ~ GRADE IN = M OR H9 BITUMINOUS I- 4 • , PAVED AREAS ~ ~ CONCRETE ~
' I r~ ~ AD WGRK ~ PRICE FOR DETER VAULT 2a FGR GPERATIGNS GF ~iC r.li,UTES GR LESS, THE RO ~ / UNDISTURBED EARTH ~ ~ ~ ~
AHEAD° SIGN MAY BE L1',:~ITTED V~ ~ ~ m ~ f _ - COVERBOX
R TWGnLANE LGW -SPEED 35 MPH GR LESS URBAN STREETS, A ~ ~ \ / ~ ® . 3. FG { } ~ ~ b - ® FEN. ~ DE ~ ° II I I a I .
200 F0G7 SIGN SPAGING MAYBE USED. ~ / / ~/f~ ,1~ 1~ ~ A \ .f
~ /t ~ ~ ~ TRACER UVIRE \ • / ~ INITIAL BACKFILL ~ f ~ f . f ~ f f f r f ~ , a (UNPAVED AREAS ~
~ TAMPED IN 6~ '~,r/ =12° 1 ~ ~ CONC. ENCASEM NT o a i~, m m a BASE COURSE ~ ° a ~ Is ~ 3 p00 P.S.I. AT i
¢ LAYERS , . a m ~ ~ r~~ ~ ' ~ PIPE BEC i ~s 1 ~ , a b ~
~ LANE CLGSURE GN A TWG-LANE LGW-VOLUME ROAD p- - • \~j \ 57 OR X07 ~uYr , ' ° t~ e ° ; ~ ° ; ~ NOTE TO CONTRACTOR: ° ~ "p
~ TGP GF PIPE SIGN C~k1~~~ ~>",TL'D ~ d . l 9 4 - '1'ta ]Ili 8 0 a` G FLAGGER OPERATION} ~ ,~li ~ ( TGOLI ~ , <<.Cr COtdCRETE FC~°-. --JG ~ ` a ° ~ ~ m ~ 4 ~ < VALVE BOX i I~ ~~k r` S~OMABNOtR~!~3 VE n a 4 j ~ ~
„ ~ ,C' ~ ~ i f ! PRGCTG~dDE~^:SITY p Q • ~ a ~ ~ ~1 . r \ ~ • d - TAMPED BACKFILL i p ° ' ° ' it ~ j
P C~ RGAD % % i /~r " a ' , ' i ~ ' i g r ~ ~ . MAIN I I ~ ' ; ®VALVE ~ ~
( WORK PIPE BEDDING ,4~\ ; , I , ~ m ~ a ` ~ AHEAD f~' ° t~ , ' ~ ~ , a 1~ ° ~ ° . ' ~ ~ ~ ~ PLAN ~ L
' ` PIPE GRADE a ~ • F.. . ,A ~ i (200'} 500" . ~ . .'a . 4 ~ NOTES: S
~ ~ ' L~ ~ f \ \ E f ~1 A ° ~y A - n
Z ~ ' ,o . ~ ONE LAN ! ' ~ END ROAD , ~ ~ ' ° d ~ TAMPED BACKFILL BLOCKING I. D.LP, MAY 6E USED FOR VALVE- FOX EXTENSIONS. ~ I . ° .SECTION 2. VALVE O f~~ATINQ CUT ~~I~.~T E ~ n ~L. SO ~ ~ , I
1 ROAD ~ WGRK WIDTH s ~ ~ m = INETER VAULT © a . ° ~ © a ~ T6'= ;~,R r'1 E UaINC a~a Et+dA~~L: #GS~~'~~ I`,~~'^~~IFD li
AHEAD ~ ; ~ o O.D. + 24 MIN a ° d EXTEIl~ C7 ~ ~<`L ~
~ OPTIONAL} G.D. + 4® MAX ~ ' ' ' g fl ~ {200'} 500° I ( NOTES: ~ ' ° 3. PRECAS ~ ~ O~~~CRETE Etia",ASEo~Ei~T IS ALLOYED ~ I OUTSIT6 r F1,VEDA,REAS
Ct - ~ 400` ~
f ~ i TYmIG"' FS'R P .F P~EPT?~:' O= 3' T~° 14°. FGR C?EP' -9~ C. '=AT~~ :.ail 44° ~ ~ 1 9 _e I ~LB. = ' : ~ F; I ~ s G,DG ~TERIAL. DEAMETE h , ~
M.. ~ ~ `s . - , e , S4® MIN. 1ST DIA~6TER MIS i
(200°} 500" lU ' r
~ ~ 2. FCC; ~ J :~.,J HES RECos~ del c n~,~,r =a~ _ 12, DIMENSIONS SHALL BE TAKEN ~ ~i~l fir,:: FFc~ ".VV:SBB3E EACE G: d~ic: ~Vk~ti~I~O~:'~s h~,~. L..~_..~ 3, ~
200' 140" , ~ ~ , 3. STC3NE Eu_ ~J~:'•~~: f',_, P' ~~,s'~~.:; ~ ~ "a~~ ai~ Pc~a.;'9s:r~, ,,,:}4E_rE UNSUITABLE ~i ' _ _ - ~ m, , ; -
TG ! SUIaU.,~, ~.~;F 6s~-:TIC ~ .~Tr~: ~U. «~;.v ~.~_n~., _ ~ ~ . G 300' ' ~ a-° (t} I ~ n
I i I 4, NO RGCI~S GRBOt_ . ;9F .~,-"~E~ SHALL ;>c ` ` ~`~^,L BACKFILL, ~ ~ 0 a ~ m ~ - _ _ a
- - - I~, ~ 5 c:~~ ~ WISE II ~ =~''Ji_,i,St~~ Su`I3.°.'i tiFr USED 1.11 =`~GI. _L"N'~ u';^~J..', - "~"E: F#CAVATED „s e ~ ew,. m _ I~.~~ T~ m e I~~
~rIF ~ ~ G _ i _ ~ , _a.u,~. ~~r~„ , ~~,~~.,..bti TG BE ta.J _D i~r~
Q 6°J4 I.~ G d = iLLINO. a 1 I~ t~ II
E - e:~l,r~ !I~</'~~~~~~-~~~~; t~'ITHT "L' _~PTEDITION , ~ ~ 6. ALL l G 8°. C ? LL BE E I
i i C = Vv a' J '9. 4;~. ~ ..'~~sAL Sr~Fr Ttil '~niC L' ~ d~ 3. 7. _ THE ~ A COP9~- ~ -~,I,r, iu"GQ~~~ ; ~ .9 sT , °IU
6i I L1
~ I BUFFER ~ ; I ~ 1~/' \ / , f` ~ ti`s
~ \ ~
Uj ~ TG T :R - w e .r. / Da.. 't,,, "C3 1C~°...._. ~ ~ ~ - f ~
~ - , ~ I ~
I - , ~ } 200 544W °
C3 544 244 D ( a c~ END ROAD ~ f ~ r , II
6` C ~~Y ~ `CORK ~ t~ ' _ ~
~ i ~ LONGER TEE BC}LTS
~ ~ ~GPTIGNAL} ~ r ~ k I S00° (20D°} . ; G , ~ O OR ALL-THREADED - I ti ~ ROD NPITH NUTS . _ .
~ ~ ; ~ I a.
a- S BUFFER S ED PE I , ~ NE LAN ~ f~ ~ II ` ` e. ~ ~ _ I
U LINT FT ~ ~ ~ } RGAD ~ ~ _ _r~ ~ k AHEAD ,p p a ',U a~ ~ l ' T(D I30TTONt D MJ BEILL IRON
Q 35 200 gip, R 'D ~ D Q~ 0 p• ~ 0 p D n OF PIPE ~ D
~ ~ ~ _ . ~f 45 354 I ~ D a P 4 I~ _ 3' SHOULDER S°-0" 6°-0~ 3° SHOULDER ~ ° ~ . pD ,f . a . ' ° v° ° , ° ~ ~ ~ ° _ D p ' HEAT FUSION ~IOINT ~ a, D , (V . . p CONCRETE
~ , 500° (204 } D D L b 55 400 d' p, i}(1 D ~ ~ D v p D . ,V. (SEE NOTE ~3~ r ,,f~ - o r p D ~ ;l E3Y:
i ~ r'p r P.r'p 4, 'p' "P. G "D. ROAD a ' .J A p . ~ L - - WGRK ` ° ` °p^ p ~~q p ~'Q eD np D x p. •D . ~ ~ I ~ .o D ,o ~ ~
Via. c op~ o .eA' o :p~ ~ AHEAD o SLOPE Fib ~ i r.i . ~
~ it ~ ~ , I NOTES: ~ ~~~4~:1' D.1. PIPE _ ~~"~D ~Y,
V G .D Y-0 D p~ l~ .p ~ ~ ~ PIPE HDPE PIPE D - P ~ • D P . R DIA. JE~~ Oa,
1. FOR GPERATIGNS GF ; ~ UT S OR ESS, THE ROAD ~GRK ~ ~ ~ ° ~ . ~ ~ ~ ~ p ~ , ~ ~ ' ~ p ~ ~ ~ E L ~'1~... _ (~lr, - _ 7
DJ Tf~ AHEAD SIGN MAYBE _ I tTED. I ~ I~ D HDPE TC1 MJ ADAPTOR 12" ,
~ - ~P 35 MPH GR LESS URBAN STREETS A I D.h PIPE 2. FOR TWO-LANE, LOW EED ~ } , ' iTE;
200 FOOT SICN'SPACING MAYBE USED. CGMPACTED SUBGRADE 0 ' NOTE: U5E ON ALL CONNECTICINS OF HDPE TO DIP :J~1
~ ENERALLY THE tISE GF wEND ROAD WORK" SIGN'S IS OPTIONAL FOR 0~ MIN. CRUSHED STONE CROSS SECTION 3 G 4 TGP SGIL ~ ! SHGRT DURATI aN . - S:~-ES. HGWEVER IF TH'= ~?PGRK SITE, ITSELF, IS END VIEG~ ~ rLE:
~ ~ LONG, GR THE T~~ ~ .Nd END OF THE 1~~~1'IC SITE ARE NGT VISIBLE N4~TE
~ ~ ~ TG A DRIVER PASSI 1ROUt~H IT, THAN SEND OF ~VGRK~ ~ C3) ~ ~ SIGNS SHOULD BE _3ED. _ ~sl A~ ~
0 I 1. CC E ~ A r~E ~.:.)0 PSi F D I U 'r L 5 ~a; ~ _ E F 'E IS AT v ~I
0~ 3. NG L , ~~cs d _C~I, "k~'J.,.E=~ ~,n. ~u~s-.uE ~E <~~1 ~ i '2INCHES BETWEEN PIPE. I
Imo. b I I ~ 1'
~ . C lU ~ ~r
Q ® m e °
--'T ADAPTER D XAl- > C~ i ayi ~ v ® Iii
NOT TO SCALE xi ~ a N O Qe T C CE:l p -'T F C 17
c.D Q) ~ ~ 5 -40T T SCALE
i'
~Arn~- ~I'

_ _ _ - _ _
II NE~VV ASPHALT PAVEMENT i
0
~ i~ Q , ~ ~0' TOTAL ROB 40' TOTAL ROB I~. ' 'I '
~ II
L CUT SACK EXIST BASE 4? i 29'-6" DISTURBED AREA ~ j ~ '
~ SCUT E-'; ; F'r;'3T COURSE 12~ MIN URFAt C~IRSE I X11
C7 6" R91N F%O~1 SASE SLO_ E 4SP~IgLT CONCRETE R€~K~VELL NO. 393 ~ SPOIL PILE f (APPRO~ 66 SQ FTC
ltd S~~`~~,` ;,~C~E COURSE D~USLE STRAP IRON 2 i I~
I; T'a I?E SF9,5A PAVEMENT ~ , SERVICE SADDLE 3 SPOIL PILE ' EXIST SURFACE TACK COAT dAPPROX 160 5i~ FTC R1V~I ' ~ I I I 2 '
~%.OURSE ~ TRENCH ' ~ TRENCH I ~ ~ ~ ~
~ H-BINDER COURSE 2 I I 3 2 , ~ ~ ; ~ APPRO~ 32' 8'-0" , ~ I
TACK COAT 3 APPROX 30° 94'm®„ I ~ 3 1 ~ ' F TO RO~+ ~ I ~ r
TO ROB ° l TO EDGE OF I _ ~ I PAVEMENT , I P VE - ' ~ I
APPROX, 21"-0" t° AK U CU 2,_6,~ I - ~ 15 M IM M T 2°-6° ! APPROX 94'-6° APPROx 14'-4° °-6A 1 i'~
i ~ ~ ~ w ~ MATERIAL 2' 11' MAXIMUM CUT ~ MATERIAL I ~I LAYDOWN i
~ ~ AREA BENCH AREAOWN ~ I
THREADED ~ ~ EDGE OF ROAD EDGE OF ROAD ~ TYP ~ CUT SIDE SLOPE ~ CUT SIDE SLOPE I'~
NIPPLE ~ ST, _ -E ~ a, TR9~:- C~ - {APPROX 160 Sol FT) _ (APPROX 6 5Q FTC j 1 ` 4
~ 1 ~6'-4" HIGH, TYP) ~ NOTES: _ _
~ NOTES: EXIST SASE COURSE fl - ~ i i i SECTICC9 TYPICAL FOR 14 0°' 3EPTH OF ~ °D ~ CROSS BRACE, TYP ~
3 SCH. ~0 ~ ~ ~ ° ~ „ , _ , GALV, PIPE 1, SECT ~ ~ . , I ti,~ s;:I~ilfN DEPTH 1 1 ;`,9Tt ~ 5E1~lER PIPES `T ;IL SHALL ~ ~ 3~ _ t- _
OF S° "!"~°T:'~aF `~m' PIPE;. flFTABL , 1 ~ ~~a Si~~.~-Or:~~: SLh~.,16~. - ES OF ~ _ 8~.,s .r~°,< FUR PIPES OF '__l.L _3 - - L ~'1-~~. ° TRENCH BOX
fi ~ W ..:6 ,J c-.. , r. _ . zS AGGREGATE SASE COURSE ~ ' . _ ' - ®e?E BEDDING t~ 'SAIL FOR PIPE CC:Ni ~,~f~~TfiR MAY OPTION TO CUT 2°-4°
~ ~ _ 2 x 2. C , : TO CUT 2-0 e SAVY CUT 3 1 A~PH,S1T ro a FI_ ~.,°~~I~:S-4 a. BENCH---~ ~ I~~~1"ALLATION AND HOr.G7C"' °~~~G.. REI~CHES AT EVERY 5'-0" S" SANITARY SEER PIPE
OR i~ILL ,~c~,., OVE~sLAY a _ 5 ~ w ~ . ua ~ l ~ , _ I x 6 EDG t ~ - ,i:~F ~ .L ~ T~ EXISTING BACKFiLLiNG CUTS s' OF 4:1 SLOPBNG SIDENtALLS. ~ ' ~ VERTIC ~i':~_ " i '.AIGHT BALL ; S~ CUT BENCH >e, ~
a 9~ _ J~ S SCREE ASPHALT G m 3 I: . - _ ~ ~:1 S ~ ..n~~! ELLS. ~ f SEE PIPE ''DE: NG ~L FQR PIPE _ ~
PAVEMENT ~ ~ 3. SEE PIPE _ ; DETAIL FOR PIPE ~ ° ° 1 ~ - - - INSTALL~u: ~ ra~D SACKFILLING. INSTAL D CEO.-.:.LING. ~ ~ 6' ~ ~ ~'t
1~16~1, Cs E~STING °P CROSS BR, UViDTH '
ASPHALT _ ~ gg --CROSS BRACE, TYP
TRENCH St ® TRENCH EUX
EXIST. A.S T EXISTING
TC 8E OVE6. E ~ - ~ ~ - a ~i. " . ° 6° SANITARY S ER PIPE ~ „
NEIL t3VERLA`I PAVEMENT 301NT ®v S. ~ , a r - s`'
c- CUT BENC4 a u -~CUT~ENCH - ,m. r ~ -_r.
~ ® ~ , ~n JT ~ ~ ~ I : ~ T I J _ T _ GALE 1 ~~I~ a a a-
CT a O ~ ~a eL~ e°a
NOTES: FINISH GRADE
1. P ANT ON NON-STAY : ;GADS
S° __?'PAIRED°""" ~
T ' c THE CUTS ~CPE. ~ lil~li~~ll~~' 1°=4° MIN. FINISH GRADE . P I „ t
PROVIDE 4 MIL POIYETHYP_ENE 2. OPEN CUTNCDOTR( "'S AROUND PIPE TO'='I~i_°,1EP?T ~ ~ ~ ~ ~ 1'-0° MIN. °c^ _
LL BE AIREDPER;aCDOT CONC. FROM SOrdl~l?~d~~ TO PIPE. E'DUI ENTS I mAw ~ ~ ~ ~f ,R c~IVCC. ~ I "-I , i I I ~I I ~I I " ~~I~~I~~ ~ _ _
i PAVEMENT III III REINFORCING
SHALL flE SIPHON DREAK SAS CUT TO EXIST. ~ I- [ I 4 #5 U EARS ~ I I 4184 CROSS BARS a I
PAVEM PROVIDEA 1g-6~ E'REATER THAN OUT- 4°MIN. ~ I ~ (I ( ~
fl~. EDGE C D D C B SI-E El'ER OF PIPE } 12® I ~ 12® 12g 12" AT TtiP :9F ?IPE I I II ~Il~lll=i i~ ~ 1'-6° _ - I~ - - I ~~I~ , ~ ~ MAXIMI3M ANGLE 40~ ~ ~ 'i
Se "'CUT A R = 'e' ~e ` _ ~ - _ ~ ~ 'n _ I I 11 ~ ~ r~ r ~
- -9~ - _ , " "CH HAS ~..!a , . ' ~ ~ ~ ~ ~ ' ~ ~
I' L~EENE~ACKFILLED , gk~ ,°~,~:-i I _ ~ NOTE HOSE EIRE SHALL ~ ~ ~ ~ CCO MOD TE STD, ~ P . >'~4 ~ Il~il~ll~ll~ll~ - ~ ~ - C ~
. .
4'° X 24°' X 4'° THK. G DEN HOSE. I' V~ TPRI R A , r A - A Z c . ° Po. . SA CU O ~ o TO CH ~ CONCRETE PAD ~ ,o , o~
EXCAVATION I ~ ~ 4 MIN. CONC.THRUST ELOCK f . ~ i CONC, TO EE POURED ~ ~ ~ ,
(9 ~ I r~ ~ ~ 94A ~ `Ui ~J 94A AGAENST FIRM ° UNDISTUREED EARTH T~ ' ~ ~ '
ASP T FPIIZ~,TEASPHALT 4000 PSI CONCRETE ~ ii , °
PAVED ROADS r UNPAVED ROADS i~im",~ DRAPE MIN. ~~"t~RINC AF?EA OF UN-
~C) bNON-STATE RC3ADS) ~ ~ ~ ~ ~ o ~ a ~ DISC 'u-`r~" a' ~.~.i~_QUIRED W ~ ~ 'a ~ r p 9 TC e~l~r~Q LIfI'~L I~~ ~L;~CE s° - 9
~ E FOR FITTING AS LISTED I 12® 12W IN CHAP~T. I SIZE C :TE ELOCK UR CUBIC NOTE: VERITC~ _ BE"ENDS ARE TO SE ~ ~ ~ I
I I ~ I ®A° FEETd -6 J. ~:~ETE: RE~TRI~Iv~=DIINL~S.. C ,.~R~ISE
i ~ III ~ ' A. AREA TO SE COMPACTED. p~ _ , ~ TOT:.L ~ { y : HRUST T NO ~°=D~1~ P2 IIS. 0-Gg,~;; - P1FE TORE ~ I RESTR ;iEvEb FCB' ~ot~%'rl CIF 64 LF. ' ~ '
La,1 ~ i~ ~i ~EIGt I, C.F. OF CONCRETE ~ 150 ~ ~
j B. 6® OF CRUSHED STONE. f~~ - ~ DRAIN PORT ~ I
I C. 2® BITUMINOUS CONCRETE SURFACE COURSE A S, ~T. ~ S9.5B m _ ~~~li~~ ~'a~~d' ~,.T ~j ola
~ ~ a FITT9°dG 4® PIPE 6° ° PIPE 6° PIPE 8° PIPE 12° PIPE U'"AL RADIAL THRUST - Lf3S. ~ ~
~ D. 5® CRUSHED STONE ~ ~ n w I ~ ~ 1 CU. FT, OF X57 .,.~o sa _ 1 1 3 5.5 _ 40.6 ANGLE ~ ;
Q ' I E. NEB CONCRETE 912®THiCKEI ',THAN EXISTING ` ~ GNASHED STN D.E. t::: m~ 1 ' N BETE SUT NOT LESS TI 6" TWICK. O E I CO C PRIVri ~5 ~ I. ~5"OR LESS 1 1 2.5 4.8 41.5 4° P/PE~ 6® PIPE 8p PIPE 12° PIPE ~ I,
~ CONCRETE DRIVE ~ ~ 1 2 3 22.9 11.25° BEND 750 954 1,700 3,504
EXCAVATE AS NEARLYI laJ ' aTE AS NEARLY VERTICAL AS POSSIi3LE 22:5° SEND 1,040 1,840 3,004 7;504
40° FEND 1,254 2,540 4,040 9,500
~ ° s ~
a t°n®' non-ALE
JI° TO SOLE °T _ ~ L .~oQ NOT TO SCALE
~i ~oa~
wl nl
c~ ' _ -
~ I' CONCRETE THRUST
I S TYPES C= THRUST BLOCKING RESULT:°~~~'T THRUST AT EITT e ~ COLLAR 13404 P.S,I.I JST °T l ITTING AT 150 PSI i~'ATER PF~SS1. RE
UNDISTURBED ~.~~;.f ~ O SGALE TOTAL P ~ I SOIL . TOTAL POUNDS ~ I~~
_ =lam r'' _ tra I-1I I-111-1I I-1I ICI i I-=1I ICI I I-1I I~ ~ ~ I ~I11-! I I- ~ ~ o ~ - _ I i-, Nt~~INAL _ - Pp I . _ _ _ DEAD 94 ~D 94° 45° 221 ° 11~
- - - r III-I I ~I1 I 1 f-I 11 -III III I 1 ~ _ o , n `I ° , ~ , _ = r - DIAa END SEND ~ ~ - ~ ~ ~ I ~ i - - _ - - ~I,' 'III-._ _ D SEND SEND BENp EEND !'i '
P • ~ C D,LP. 1-1~1=1~1 ~ ° II_~~I_~I- E ~a ;a-°°. - I- I - - 1 _I I . I . TRENCH BALI • . ' • ° , ~ , ~ . ' . ' ~ ; . ~ ° ~ : ~ . • - - - 4® 2;700 3,500
~ MAIN a , _ - I-III-I I - . ^ : I_ I ANCHOR RING d I II. ~ I'~ . o , i0 3,000 2,100 1,100 530 III ~
L, ~ o ~ . I. ° , D.hP. o , a I _ . I (I---J-i i a_ ~ • - ~ ~ ~ 5 644 >3 000 C3 I ~ o MAIN . , ~ I I-III a, _ b 6 ~ . 10 x3,000 4,300 2,200 1,100
~ i .p _ ~ - 00 1 0 - , . ' . ~ 4 0 9 ro , _ - 9,7 3,60 C I I TRENCH BALL o- ~ . ,,~.~-TAMPED BACKFILL -iii-, , ~ ~ ~ . ~ F , ~.1 I- I ~ ~ ° IO 13,600 7,440 4,400 1,900 i '
~ _ii~--u~~. ~~o - -rl 90° 14,500 24:""7 >.,P 10 %".b00 11,100 5,700 2,900
I © ` ~ ~ ANCHOR RING ~ I k I_ I ~ ~ J I I-I I - _ . - I lii-li~l11 li~li~~~~~~~,~1 ICI iii Iii ii . ~ _ - - 'P~ ' ~ _ .IC 12~ 20,540 O4 ' G' .....15,704 0,004 4,040 i ~
1-1 I hI 11=1 I I~ I N I 11,-1 11-111-1 I I-III-1 I I_ 7 I_ I I_ i 1 i_ i SECTION ~ I- k.' X11=111-~~~-~~~-~~ -1 III -i t- 14~ 27640 30 O4 .~,~744 21,100 11,000 5,400 ~
~ 1 I h' I UNDISTURBED 96" 35,70D 50,00 00 54,444 27,44a 14;004 7,004
P 6 (?j I SOIL ~ THRU LINE CONNECTION 7WRU LINE CONNECTION IRE_°°I4` , ~,.""aP~E DIRECTION CHANGE 63 404
~ I' TEE CROSS USED AS TEE ELL':':: TEE USED AS ELBOW 15w ~~+500 v I PLAN 40 63,444 X4,400 17;~oa a,6ao I
~ 24" 55;000 77;504 Q d O4 77,344 42;100 21;500: 14,804
I 7~~ 4 ~11~~a - 4 ~ 24 , ~ I, 00 111aJ00 .60,000 31,600 15,400 ~ ~ ~r,
k - I 34~ 124;600 1 NOTES: _ ~ - .00 1'" m°~ ~ I ,a ~.:u„ 92,340... 7.°,~~ 24s600 ~
® ~ _ _ ~ ~ -1 I - ~ - ~ I 36~ ~ -2,844 2~, ~o~ 6 TO 16 MAPNS 12 N0.7 BARS ~ - -1 . ' 644 2'd,444 132,304 67,40 33,900 ~Y: ~I`
~,-T'36®MAINS=I2-NO.SBARS ~ .I~ 11=11~ ~ ~ I~ _ , - - _IlI .">,~~I~INIK 42 ~°:..,,,..w4 330;400 104 i;~ ^;044 178;604 91,400 45,700
pa ; : S ?LACED AS SHOGUN I ~ - =III=11= i I-1 ~ 4 0 04 - 07 _ - ~ ~8~ la. I REINFORCING ~ n° ~ . - 140 ~~,00~ 232,704. .8,600 59;644 ' rl;~^~~ED ~Y: 'I'
-1 ~ a. ~ I~ ~ ~ . ~ 11=I II=111=11I -II~IIIJ . "iii~~,~~~ ~ . 5~° ,1 .C, 53,244 .1 ~I ii I44 ~ar.240 294;044 4 .75,300 I v ~ ~
t • a • a v e ( ~ -
. . , _ I - ~ „ ° , . ~ ' ~ ' . - 1=~ OYES: nI - _ _ ~ N . ~A~t,
~ ~ .I I i-1 - . ~ i~r-iu=• b ~ ~ 1. TOL"E:~~~.~~~.INETHESIZE _..~At I - ~ I° f ~ ~ 'it ~ a ' Th . Sli'~ t. ~ A 'F'.>~T~ THRUST gL~+~. , p? THE TOTAL ~I
- - 0 I' PIPE DIAMETER CONCRETE THRUST CC°.Lr ANCHOR RING RING REQUIRED I i'E IG ~ ~L l ` E SOIL. T3~E ~.~L~TIE64I l^'.'I~L SE THE t et - _ a C "i1,°~ P O~~C{ a ~~?~a~a~~ a=EET. MAY L~~1 ~
A S C ,,,Ll z~ a" ~ i "E„ Ct?I~ n ~ Li~~StE~~ 9N THE
~ -C;} I~~ 6°,5°,12" 1'-0° 1°-0~ 2~ ONE I ~ . ~ ~ ~II~I~1 ~:~°~LE ~..Q.-. ~C . ~E: ILL HAVE A 28-DAY °-~.~F?SSIYE STRENGTH 63F 3,404 PSI. r-
tJ 2. CONCRETE SHALL HAVE A 25-D~ 96" 1°-4" 1'-0~ 2® ONE _ r. . q I~'
~ 20 1 ~ 1 4 3 ONE CHANCE LINE SIZE DIRECTION CHANCE DIRECTION CHANCE 3. LEAOE~~ '~,"'®S CLEAF c: ~ rDNC ~ ~ ~ REDUCER CROSS USED AS ELSODU FC E°t. , R O ONCR I 4LEA
2~~ 1'.4w 1'-0~ 3° TRIO 4 POL~'E°' P -°.=~H°I._ ,"°.a SHAT ~ °'E 1C'PED AROUND FITTING WHERE CONCRETE SE.
~ ~ ~ 30W 1'~4° 1'-2" TAO . L_ I ~I ~ 'i
n ..r 36" 1'-d" 1'-~W da T~iB
;I( LOAD 9
h SOIL i, C1 4` Cj ri~UC'K )IL AQ. FT.) 0
7- r LAY CLAY 9,000 ~ 9,500
J Q I~ ° C ®e J d _ L~-AR DE ~L f:,,, SILT t SILT 3,000
a o ~TTY S 4,000
:Y CLAY Q l Cod.' `T TO SCALE (CLAY 3,000 j 1
HA R D CLAY CLAY 9,000 i

LIN
q)
Q
Q_
co
CN
C)
'Z Q)
q)
q)
_j
---,
N
C<i (z) p N -
MANHOLE FRAME & COVER
FIN. GRADE
PRECAST CONCRETE RING OR BRICK
& MORTAR FOR GRADE ADJUSTMENT
(THREE COURSES OR 8- MAX.)
N
ECCENTRIC
TAPER UNIT
USE FOUR % INCH ANCHO
BOLTS TO BOLT FRAME TO
SPACER. USE ROPE MASTIC SEAL 1'-4' TYP. EXTERNAL JOINT SEALS
BETWEEN FRAME AND SPACER
RISER UNIT PER SPECIFICATIONS
4'DIA
OR
MANHOLE STEPS ALONG
VERTICAL WALL NOT 5' CIA
OVER THE (PER PLAN) ALL LIFT HOLES WHICH
INFLUENT OR EFFLUENT PIPE COMPLETELY PENETRATE
BE FILLED WITH NON -
SHRINKING GROUT
BASE UNIT
5' VAIN. 5' MAIN.
O-RING JOINT OR
BUTYL RUBBER JOINT
BRICK & MORTAR OR
PRECASTINVERT
MON. 1.5" PER FOOT
SLOPE UP FROM 314
OF PIPE DIAMETER
AM, '�NNl PIPE
EXTENDED DRAWINGS INDICATED ON DRAWINGS
all a
•g
I R l'ill 111 11 1 11- W, lizmll
fir millm,
INITIAL SELECT
FINISHED
BACKFILL
22',/20BEND
HAUNCHING
BEDDING
0
OC
4" MIN. k0VION01-�0
T\'- 76
0
0
' erg 1.
Will
PROVIDE 3,000 PSI
CONCRETE ENCASEMENT
IN PAVED AREAS.
SURFACE COURSE
MANHOLE
BASE COURSE RING COVER
USE ROPE MASTIC SEAL COMPACTED FILL
UNDER FRAME
MANHOLE IN PAVEMENT MANHOLE IN NON -PAVED AREAS
fi
NOT TO SCALE
NORMS
it i
.1, wI
0 1l I'll i
)LTING LUGS
K HOLES
(P. OF 2 @ 180-)
—POLYVINYL GASKET BETWEEN
COVER AND FRAME SEAT
NOT TO SCALE
FLOW
WELDED
BUG
SCREEN
VENT
TEE PIPE
MANHOLE
MH RING 8c COVER
VENT PIPING
W/ BUG SCREEN
PLAN VIEW
r 'IV
2' MINIMUM
100 -YEAR FLOOD ELEVATION
NOTES:
1. VENT PIPE OPENING IN PRECAST CONCRETE MANHOLE WALL
SHALL BE CORED WITH A CONCRETE CORING MACHINE,
2. LOCATION OF VENT PIPE SHALL BE AS DIRECTED BY THE
CONSTRUCTION INSPECTOR WITH WATERTIGHT RING AND
COVER VENT TOP TO BE ELEVATED AT LEAST 24 INCHES
2' MIN. COVER
FROM EXISTING I
GRADE TO TOP
OF TEE PIPE
3' MINIMUM
E
FLOW
TWO 2" GALVANIZED STEEL
90* ELBOWS WITH BUG SCREEN
2" GALVANIZED STEEL PIPE
TOP OF MH
VARIABLE DEPTH
(SEE PLANS)
Ek GRADE
"TEE PIPE WITH
BOOT CONNECTION
—FILL BOTTOM OF VENT
PIPE WITH CONCRETE
1 GALVANIZED
STEEL STRAP.
STRAP SPACING:
-ONE EVERY 3'
-MINIMUM OF 2 REQUIRED
ABOVE THE 100 YEAR FLOOD PLAIN ELEVATION. ELEVATION VIEW
W
SEE NOTE 2 & 3 BELOW
FINISHED
22',/20BEND
GRADE
MATCH CROWN ELEV.
-lb
W
SCH 80 FVC
ADAPTER COUPLING
OF FORCE MAIN PIPE
rSTUB OUT VPAST WYE
AND INSTALL RUBBER TEST
TO CROWN ELEV. OF
CAP NO. TP6 AS MANUFACTURING
CO. OR APPROVED EQUAL
010
NOTES:
OUTLET PIPE
1) SCH 40 PVC DWV SEWER
221/2'
SERVICE PIPE AT 1% MIN.
GRADE D-2665, D-1786)
(ASTM
\'Z7�PVC
2) INSTALL I JOINT OF DIP
(z)
TAPPING SADDLE INSTALL IN ACCORDANCE CENTERED ON DITCH, IF COVER
WITH MANUFACTURER'S RECOMMENDATION, MIN. 4' IS BETWEEN 6"& 8"
#57 STONE BEDDING UNDER WYE
3) SERVICES WITH LESS THAN 6®
OF DEPTH BELOW DITCH BOTTOM
517
g=
ARE NOT ACCEPTABLE
4) B'xB'x4' WYE TO BE USED FOR
SERVICE CONNECTIONS TO NEW
SANITARY SEWER MAINS
5) AFTER SUCCESSFULLY
IF,
TESTING OF SERVICE LINE,
CONTRACTOR TO REMOVE STUB
OUT CAP AND INSTALL SERVICE
POPE TO EX, DWELLING PLUMBING
CONNECTION.
h
'NPVC GRAVITY SEWER
SERVICE DETAIL -
NOT TO SCALE
ODE
BRICK MORTAR INVERT
eLmu )()u OR PRECAST INVERT
v0 0C!00 R
VO0 0
00 MEETING SPECIFICATIONS
9U)0�)
no 0 0 c
co
--Or\
12" STONE BASE
NOT TO SCALE
El
'JLQ'jSLlZ d"
-AfllAMwr Is
&� TIVINW.1102m
N' TYP.
PIPE
-: T,, x 3J6® STEEL PLATE STRAP
STEEL PLATE
FINISHED
GRADE
MATCH CROWN ELEV.
OF FORCE MAIN PIPE
TO CROWN ELEV. OF
010
OUTLET PIPE
<
>
(z)
GROUT POPE IN PLACE
517
g=
W/NON -SHRINK GROUT
UA
FORCE MAIN
IF,
<
DISCHARGE
(5)
BRICK MORTAR INVERT
eLmu )()u OR PRECAST INVERT
v0 0C!00 R
VO0 0
00 MEETING SPECIFICATIONS
9U)0�)
no 0 0 c
co
--Or\
12" STONE BASE
NOT TO SCALE
El
'JLQ'jSLlZ d"
-AfllAMwr Is
&� TIVINW.1102m
N' TYP.
PIPE
-: T,, x 3J6® STEEL PLATE STRAP
STEEL PLATE
A P o
9
71-
4L' S E/,u
AL
"M
-%0
/VA114
DESIGNED BY:
ASH
DRAWN BY.
DRS
010
(z)
517
g=
Lv
UA
IF,
<
(5)
ONE
fx�
c"g
Lu
La
A P o
9
71-
4L' S E/,u
AL
"M
-%0
/VA114
DESIGNED BY:
ASH
DRAWN BY.
DRS

- - - _ - - _ _ - - - a
U) ~ I i
i
EX. GROUND ! ~
~ ~ ~ I ~I' i
~ i NEB MANHOLE I f^ A l
V 3 ~I 8" DIA. FARCE MAIN $"X$°X8" TEE a 3' MIN NEW SE FORCE. N EX. WATER ~AAIN N=' SEWER ' . ~,.E .:vUN
'I I
~ a~ b 0 6 2 ~«r~
- T~ ° NIP ~j ~ DIP
II ~ e- a- pa~ ~ r I
~ D. 6~ t
~ n. ~ ~ ~ ~ ~~I NEW ~s 9E~9D ~NdP} t~iMEC~rn+c;~n~~~- ~l~ ~H~RElE~THRUST ! ~ ~
C d . n cffer,c~scrt~rEn~L~sT 9°-6°MIN
~I b ~ A p G icy'', I ~ i ~I
1p 1 b' ~ } ~-~"1 a I I 'I
~ NQN SHRINt6 GROUT f ~L DIP I i i '
~ ' 31°
P1! C.1.90° FIEND ) _ LINER DIA. PLAN ~ . '45 d3E ~g®dP} ~ -1 ' 4dY ~ _ ~ iw ~ m G; '.RESTRAINT - NEW 45° SENN {NIP} I
NE` t18 C9R C{9N THRUST WI ME ICAL RES dNT
61t u]C::G ~ DEVICE OR CON THRUST BtOCKdNG
I . I OF EX. WATER MAIN '
2 MIN. - A
o d e. o. o o: ~ NOTES: ' r PLACE CONC. StOCKBNG SUCH T IT Wdtt
4 0 o: ~ a: ~ _°e ~ STAINLESS STEEL n. a n co, n CLAMP ELEVATION SIDE ELEi/ATIC?N NOT dddTE REMOVAL OF SOLTS.
NOTE: ADD STAINLESS STEEL ~ a , ~ b ~ b n ~ A p ~ b FLEX113LE SLEEVE PIPE LENGTHS SHALL d~E AS REQUIREd) ' TO CC^NSTRUCT CRd)SSING. _ '
SUPPORT STRAPS TQ a . o . A . ~ o DISCHARGE PIPE AS MANHOLE SASE JOINTS TO d3E TRAINED
NEEEDED
" d ~ ~ _
m a. a I1N a_~ ~ ,
~ i n ~ n~~ ® i
- - a
r
E#ISTING S R N
STANDARD MANHOLE RING E AND COVER ;u
UNDIS'°":'QED NI TREn"_..1"' ~L NEW TAPPING SLEEVE N€3TE: Nth ENCASEMENT RE4~UIRED F®R
~ ~s, ~ 0 SPACE GREATER THAN 92°
j, e ~ I, STANDARD PRECAST MANHOLE ROADVYA~ i NTRPPING ° - ~iALVE - _ I
i f ~ ~ % /
~ _
CAST QR DUCTILE IRON O E_C : ~ _ , ; , ' d. ~ PAVEMENT ! ~ ~
4° PIPE TEE ~TH CUT-OUT ® _ 5'-0°DIA. CLASS, :':~:,-G110 - ~ A - 1 ,r~~ 6" PIPE 6° ~ ~ - e f3 ~
?.,c 5' FROM {MiN) ~ FILL SLOPE ° ~ . D.LI*. INFLUENT UVITH i D.D.
FERNCO COUPLING FOR PLOWABLE FILL ~ dS ~ E
PIPE TRANSITION. j STEEL PIPE SUPPORT ~ FULL TRENCF3 WIDTH ; ~ SEE Nt~TE) - i ~ i ~
~ ~ ~ END SEAL {SEE SFECIFICATIQNS) PLAN PLAN \ _
~ 2°-q° . _r ~ GASKET ~ ~ s.`."_ ~''~.._CROUT ~ {TYP.) P.E,-P.E. E~6ST '
{AAtN) ¢SPQG'; 'IECE) UNDtSTURI PIPE ~ UNdj ~"C _ .EED ~
TRENGH4~ SS STRAP DUCTILE IRON PIPE Ed BOLTS ' GLASS AWt~A-C/51 - ' TRE..t,. ,LL q - ~ i ~ mn"
. ~ ' ~ ~ . , GRQUT i ~ D.L PIPE .TAPPING N T LNG VALVE ~ i ~ ~ ~ '
~ "6u. P SLEEVE 1 . I A _ CASTOR DUCTILE 4. ~ p 2~a MIN
R. '1 IRON 9{~ FIEND ° , ~ C~ t i 3
~ r .n ~ CRUSHED STONE 6EDDING ~ 9 I'
' . ,I
~7 18° d1O1NT OF Dt {SE.- : ; 'T ~ < . d ~
F a) NOTES: STEEL ENC.~aSF- :NT I"" FOR PR(~PCSED ' I ~m P`") F~BR UNDdSTUR03ED PIPELINE ~ i
~ ~ PIPE ~ 1. PIPE SIZE FOR DROP TOE UAL INFLOW SEDER PIPE SIZE, ~ PIE ' OR ruE 'ClR SflTTOFA
~ I ~ ~ ~ ~ O'' ~ ELF DYED ELE®~- I !I _ _ . ~
I 'i i 2, MECHANICAL .9O1NT OR PUSH-ON FITTINGS ALL E3ELL TO BE USED. a.a' NOTE: EQL L ~ ENDS OF CASINGS CAN':? SE~~,LED USING ~i~>7O@5El AG Pt~~ L-QN
3. SAS-CUT OR DR~gIL AlL HOLES FOR PIPE AND BQLTS. END SEAL GASKET, ~ I"'1F'?C r 19RED ~1~ ~'~~VANC . - 7 ~ UGT i ~ NOTES: . ~ SYTEMS, LNG,, OR Ae"P~^4. D tN LIEU aF CC` ; FILL ,,,.A. , - 1~ THICK ~ ~ ~
l0 d. DROP-MAN"~1C „i - ~ ~TORI° THEN DIFFERENTIAL EIET~EEN 1, ALL F°'l" ~s5 ~ C . C ..."'GS SF~ C°`l'RED STN COMPRESS113LE ~ ~ ° ' Jt71NT FILLER I
Q I ~ INVERTS IS G'"~:.LTE- THAN 30". PQ_ ~ .:,.-',-:ETE6LC 1-FHL~ :ETSPR10RT0 ~ MATERIAL ~ ~I ~ CflNt:-~ ~ ~
tip i be INSTALL STAIN-ESS STEEL STRAPS WITHIN 12®QF EACH PIPE - - I-~ i, JC?INT AND AT SPACING {MIN. 2 REQ°D), 2, P _ 3F PROPOSED PIPELINE efld o ~ F SS i i E i~iER UNDER EXIST PIPE r = i
ta-1 Ij _ -
~ - ~ ~ I i ~ - ~a o INST I~, W,DLE. 8 .®,e ® w a e~.~ p- ~ , ,d -a t'~ t i
~1 a - ~ ~ ~ _ der, I
I ! .~.~ao~ i~T T~ Si~~ / ~
NAT T ; `~sE , T : ',n , tea.
J _ . _
i
~4.I Q!
~ I, e
i ~ ~ Ii
FINISHED ~ I 'I
Q~ ~ ~ d~RADE C.L A~ANHOLE R: ~fe1:~ CQVER
2° AIR RELEASE VALVE
~ a LAT TOP ~/r ~ - ~ ~'~PdC.
~ ~ _ ,
NOTES: ~ i 1. PIPE SIZES VARi' DEPENDING ~ - ~T~. S
UP{~N PUMP STATION _ I si~° O.C. 'J EIRAS~ I'1~ ~ ~ A c .f I
EIP, E 2.PIPEA~uDFLL~'i°;ETERAS ~ ~ C ~ 2° AIR RELEASE ' ~ SPECIFIED ~d~ ~PEC.~FIC STATIt9N ~ I~te° °SS ~°i ~ 'I
PLAN AND SPECIFICATIONS. VALVE C} 5' I.D. PRECAST CORPOR " - ,r j
CONCRETE MANHOLE - J STOP
~ _ SERVICE
~ ACCESS HATCH ~ SADDLE ~ 2' x , _1 ~I : M O ~ PIPE DETAIL ~ DETAIL
.648 t°- _ Z.
~ ~ 8" B ~ ~ ~ ~ y~v ~ ~ i y So S"IITARV SE"VER FORCE IN
Gl. F4'~7 .GRADE MANHt7LE STEPS u~ _ , ~ ~ A V~ , ~Q E 9O1N'" D P EPOXYLINED
~ :.A V` v \ \ 5° LD. PREGAST o a ~ ~ ~ . ~ ALE} S ! I % GANG, hIANHALE ~ {Y'" ~ " ~ SEE PIPE.DETAIL ~ ~ it N _ 1
~//i~~ FLANGED ADAPTQR FOR PIPING IN THIS ~'n.~~,u~,. ~ .,P~,. „ i'' '
~ AREA ~j 3' 12° 12° N0.57 STONE ' ~ 5' IUIN. PROVIDE PIPE ~ 2" SGHED. 80 ~h~ -
SUPP~IRTS PVG PIPE NQYES: I~
m AS REQUIRED ~a„ ' y'®CKED EY; _ '
_ FLOW 1. ALL MANHOLE UNITS SHALL EIE CONSTRUCTED IN ACCQRDANGE 1MITH AND ~ FLOW REINFQRCED YO EQUAL OR EXCEED AASHOSPEC Mi99-731 {ASTM C~7$) °PREGAST ' m
- REINFQRGED GQNCRETE MANHOLE SECTItBNS°. C..,a'G'T
~ ~ I 2. GQNCRETE SHALL BE 40Q4 P51 MINIMUM. era^r i ' .r '
VARIABLE SIZE - VARIABLE SIZE-D.LP. FIOQR DRAIN IIUI D.I.P. - P.E. x P.E. 3, MANHOLE STEPS SHALL SE PLACED 12" OC THEN DEPTH Q iOIE EXCEEDS 5 FEET. C1 ' ! ':AGK~ATER VALVE FL. x P.E. nip ^`<I~Ee '
CJ ~JOO ~O MANHOLE STEPS TO 13E STEEL REL.., ORCE, PLAST-,. OR E~eUAL. . 6® -6!I
~ t!) ~ , 4. ALL UNITS SP'ALL BE POURED S.DNtyLIHIGALLY l STEAM CURED
c~~ U} ' 6 ABG STONE E°~ 2" SOH. 80 PVG PIPE L6~ MA-, ; TIC FLQ I.1FTFq 5. TAP PIPE : 1.. DLATIQN VALVE YG~ T; ~ S: ' S ZE AS AIR RELEASE VALVE, . eq o
y., ~ SLOPE TQ V1EY SELL , ° ~ ~ ~ L C PER , -ACTURERS 6, . C TCE MAI.: SHALL EIE DUCTILE IRON PIPE THQUf~H THE MANHOLE. v~n.,
~ - ~90dau~;~. 'C) 7, `:HOLE SHALL BE COATED V~eTH '~r• P 'OAT QF-BITUMASTIC FLACK PAINT.
~ ~ v .m.
n r PLACE MANHOLE QPENING OVER : ; A:,~E STEPS. an+.! r1rm. n-n..un.. n... x
-f"' X-- ~ S. PIPE AND FITTINGS SHALL RE BRASS OR BRONZE. ll~ 0 M 1
C7 CJtyQ
Cl O P' :)T T S -®E

i
j'.
~ ~ 1t$-3.~Sin 21d-6.57dn 1f1-3.~3dn INSTALLATION RECOMMENDATIONS:
~ ' i OVERLAP MAX. SPACING PREPARE THE SOIL l ^ID APPLY APPROP°' ATE FERTtLdZEI Q OVERLAP ' TE FERTILIZER AND SEED. 2'-9" m~. I
TOP ALONG EDGES S(9TTOM 2, REMOVE ROLL C® ..~~OM PLASTIC ":C ER. ~ 'i 3. UNROLL THE MA STTINC~ CN ' ' ,'d STRAP FI® MIN. ' ~I I ' i STRAW FIBERS IN CONTACT WITH THE SOIL. 2 ~ MAX. FLOW i
0 + L ' B 4, ON SL':..>ES, PL ~ IE MAT VERTICAL TO THE SCOPE At O THE SCOPE AND FOLLOW STAPLING PROCEDURES SHOWN 9 .a i > ~ i
~ w ~ ~ 5. Ih 111; L. ' v PLC, E TI: ~ ~ Ph; T>EL TO THE iLLEL TO THE FLOWLINE OF THE DITCH AND FOLLOW ~ ixf ~ STEEP GUT OR ,
~ 1\~~ e;~aOOG + ~ STAPLE LOCATIONS TYP, . _ v - l0 ~1ty~s;l~i 0~ G d ~ ~ ~ ~ ~ 6, S : _ . , ~ _ - _ ~ S` UGLY Tt ~ FILL SLOPE ( ~f; y ~I~'~JOLY TOGETHER ~-:-E`RE STAPLING. I
ll.. ~ fl a Q~ ~ ~a0 C1ao ~ v3t12 ° ~ 'E E~LA~TtS ~ A~ BSB LLB gy r ~ ~ ~ - ~'7/ I _ . r 'Yf '-'°TIG NE ~ . ~ -SET FLUSH WITH THE I' I
lJj ~a o O ~ ~ B ~ ray . ~ , a ~ - ° _:~_a. SY Wl ~ ~ 'WIND OR _ .~'Y RAIN; MAT ~ FORM COMPACT€'"~ BERM I
~ a~~'C?oa 887 ~ I ~ -I ~ ~ FILTER FABRIC TO Qu 0 Oo ~ ~ t~RADE SLOPE ,~~N~G~1L~~ o3E 4~CA~._ ~ a;?9 : E 1 e--.. i ~ I_d~ ~ T i 3 e° T~~ IL ~3, ~t~~ ~ ~r `
0~ >~p as s° a f18~G6E vJ FFICUt ~C"~ 0.2 ~i~~.CL LOG-_-`I~sIY~ Lt~~~T A PE KEYED INTO o0 ,g ~ ~ i -T S , TOP OF SLOPE ~ + ~ ' o RI;<'I'UIRED. ° a1?ooa ~ITIa;€ i..'~ . 5 , A CLC ~'EF SPACING OF STAPLES MAY BE 1 . WITH EXCAVAT:" 11~RIAL I
g3 MIN.) o o ~ ~ _ ueo ~ ROLL ~3d1T "`;.T Gt~OG ~j w 2116.w37tn tB THE FLC ROLL ("1`I : ' ".T °M! -GC9MP~ON RdJW F~JR - c _ -,~-~a,
~0~~ a°~ ~ ~ ~ ~ ( ACRC~ss MdDDL~ I THE FL' DITCH LINES. PLACE 6 STAPLES ACROSS
I L1Qo a ~ O ~ ~ USE 6 STAPLES AT START 90 MIN. OF + - d ~ 0 o i~ 0 0 ~ .9 + C& CLASS X13" RIP-RAP r~ + w w q OF EACH MAT B°_5~ GOO BY U9 i 0. SEAM.
' SMOOTH FOUNDATION 0 O 4 ( ( z_
UNDER FILTER FABRIC fl~~a0 ~ o. + ~ st , . ~ . ti . • : mz eaD UPSTREAM SLOPE POSITIVE GRADE 1.O~lo MAX ~
~a 7:2dn ~ ~ NETTING OR MATTING ~ ~ II aaa a00 _ ~ (SEE SPECIFICATIONS) . ' . ' . ~ ~ i
.g~ ¢ C7 0 ( O OG CJCJa MIN. B B e p a t e w e _ U9~y / /f/~//~ u9~ °~qoo ~ SIDESL4JPES Il/!It//fl/ ~II1r~/l/~///l~~~I/Ilf~fl ~I
~ i oa~oC~O o = _ _ - - - I aQ~a ANCHOR TRENCH ~ ~ ~ - ; , 2:1 MAX \ ~\\~\\\V~y\\\\\~V~~\\\ti:A,A
r~~ ~~c
c ~r ~n ~a a i! ~ END OF LINER SHEET . ~ GOOp oC1 r~ - INSTALLATION OF LINER: ~ ~Oo00°~t~aCl ~ ~ . - ~ ~ \ . I ~ I
a ~ ~ ~ o~ ~~~)flOo ao ~ APPLY L IL~F, 6=ERTILdZER, AND SEED SCFO LAYdNG LINER. ~
~%~~f't' '~i 2. LAY Ldt~di-~ ~~?M 3'C!P rem cL?3Pf OR CF , r , .a ~D dIR~R~7d~L IT DC~jaa~a T'~E GPADE. ~ --:t
~ y-~~ 1 ALL4' r+ ~r O _ f L~a;3ELY WIT r,~ ~ e`a k,O ;:a S -~E_ ~ i l _~R. tY LC Tdf ' S • ~~~~~~/V~,~~' BURY T~~b_ ~V ~ -G~~'4~ ~ . ANCFCF tint & F' - ~ _ fAMP ~ LL t TI~1~ ~ ' ~
~fJ~f/~~/i~ FIRnG 1 e v ; fi t ~ 1> >'19 As AVE. - - cr i"~L~.~, A\~ ~
D _ ~t-~, ~ ,~P'°v ~~~J ~ 69 P.1~ v C" E ._,~m~.~ _,~I~ , aP . ROLL 1z ~i r. = I~ „C. - t .,ti~d~,~'b'J ~A ~ ' ~ u,l_~~ P
i
T F SH., TL J ~ ~ C ES PLACE MAT SO THAT ILLESLOPE OR Sr ~a -y ~ _ LO ~G SEAMS WITHIN 24~ ,
AINTENANCE: TTL ' '°RLINE OF DITGH rr^^-
li i INSPECT PERIODICALLY ~,'o~ AFTER RA ~ STORMS FOR PATTERN FOR ANCHOR STAPLES DITCH LIN_r°PPLIC~.~IQN
m - ~ ~ - ~ - ~ - I EROSION OR FAILURE. ~:4=~1'%~~fiR ALL . ~ol-9E~~ OUT AREAS 1
I3YRE-GRADING REv~l,u~~,U ANGI~n°~.-JI'~STALIINGLINER NOTE. ° ' ~ ~ -p AND MULCH AS REQUIRED. TO E USED dN DITCH NO. ~ FROM ~dUNCTURE OF DITCH I SURE OF DITGH PIO.1,2, AND S TO OUTLET OF DITCH NO. 1 ~ ~T
~o ~ L_ " FOR A TOTAL LENGTH OF APPROX. 540 LIN : ` ~ FEET. ~ " ~ ~n~i ..._AR FEET. d _ _ y' spa i , ~ ®
~n m ~ (tea NAT T SCALE '
- ~ ' i ~ ° ~ ~ ~ ~ ~ im
® a_ no1 v,~ r
~ _ , i
a EXSTING ' .OPE CLASS I3 RIPRAP 1.5' 1~Z a1~ ~
~a
ORIfi's^~t`„_ DITCH SOTTLG's:' GRADE NEWLY EXC:°,VATE'3 EASIN EXCAVATE 1.5' BELOW EXIST, DITCH GRADE SEDIMENT TRAP 130TTOM DIMENSIONS 2A' x 2°, SIDE SLOPES 1.5;1 ~1~
I #57 - ` 1ED VOLUME 244 FTC m ° W T~P ELEM. OF STORMWATER
S. G VE LEVEL STONE APRON $ 4 MAX 4 -4 MAX 2.4 5.4' LONG, 10.4' WIDE 95° ~ MAX ~ )F 3~5 OR X57 2° MAX AT , i ~ ~ 3HE~7 STONE o, 2 CENTER i -
EDIMENT POOL EL.®VARIES _ 14 GAUGE WIRE ~ / i r, ,-~~~°11 ~ it
i EIR ELEV. CLASS'S' EROSION CONTROL STONE FILTER Fa."RIC - , 1.0 MIN. MESH BACKING ~ ~ y'~ y ,~x `
~~a~, 70ec`~u0 t NATUF ,L GROUND APPROVED ;t ..,%`~~~'"~::~:~:.~P.~~ ~
~i, )cOD ~'~Oot~O~ 21~ MIN, - ' _ io o.-fp0 , EL, VA_~._~S - - ~ FILTERING FABRIC ~ i i u2 ~ ~8 i
i 1 /~4 i. Y/ !V -FTSEDIMENT""` ~ kUv~~ .;ao~ ~ '3:1 C EANOUT S' - ~~~,~i~Jar~~~G~erJ-.-r 4 :~G~C HEIGHT AND WIDTH DETERMINED 13Y ~ PLAC :.'!°s STONE EXISTING TOPOGRAPHY AND ~
n o r r, a u _ ~.v ca FIL ~R ~9AINST SEDIMENT STORAGE REQUIRED. FILTER CLOTH a
,yam ~ 000/~~' o~v ,auw f io C`Jo~' j ~ ,.,.g ~r7`~i~+OZ-,o~Q`6;~~oUa(J!~co~~~~/J0c[`~~JOC~ ~ ~ 1r.~"~ G(1~ ~ . FE ERE ICEY RIP RAP INTO THE DAM ~ ~ ~ t~l F :O OR AS r i n
~ =u->~20GV~~~'t~a~~ ' ~O~uOr C" -~iaJOC ~~.1~' ~ _ \tG ~ I ~r ~ .,P.;;~,?a+'~~G~r t' ~.r- 3.5' Op~C~~4L~rrC~°p~~:~ ° ~~oc~LOc?o~~Or~€, C :C°' m ~ BY THE FOR STABILIZATION. Bl9] y~ W I 1 r . ~ E,~a~l'®EER. OO NOT PLACE CHECK DAMS IN ~ ;
2`T 2.5° DEPTH GU~Q~°ov~ 1.5:1 SIDE SLOPE _ p, • I SEDIMENT ~ r,JOr UjY r z p 1 I ~ I LIVE STREAMS. ~ - ~ ,
STORAGE ~^~->~_0~, _ _.,~m.__ ~ d I FILTER FABRIC ~ ` , ~rJf e. I 8 ~ II r II
CLASS'S' ERASION CONTROL STONE 9 a ~ I r I ~ ! + I ~ ,~i~ ~ I 1 ~ I I ~ ~ 9 AP uF' TI "GH, - ~ '
~'i 2.0' d I i d d~ ;>w~ ~~~~G. I I CROSS SECTION NATURAL t3ROUND d 1 Ftl B KBV"6 ~ 3Ri" I I I ~ I t STC"~ E SECTION ~ ~ = ; r i~Pd~G.) 9 I ° ~ C:` - _ 1.5' MIN. s ~ ~ lfTH I E ~ I 0 F: ~ ~ 9" MIN.
d I SECUI,~_ T~°J ~E I d~ i _ d°~[TH I E AS SEEN Lt, . ~ DOWN STREAM } d I AT 0® O.C. i d NO.: STAPLE d 1 ~ ~ PROFdLE VIEW OF ROADSIDE DITCH ) ~PLE I I ~ 8 1 T I. tf~:LL~ ~ ~ ~
Cat ~'I. ~ d I ~ I I I L.J ~ LJ SG°L V CO°u°?ACT o ~ i
~ ~ ROCK CHECK DAM ~ ~ I _ ~ J .d L.J Q ' ~ " ~ TST - ` OR eRY SEDIMENT TRAP DETAIL ~ ~o ~°a ~ oo °c3o cr\ o~~ ©
~ i ~w ~ ~ I ( ~ d TYP' ~`L FOR ROADSIDE DITCHES 1:33 LSIFT STEEL POSTS FT STEEL POSTS n~~fl~~°~~ JC~,OoQ~~o0~Qn0~°~QOt~aoC?~ i 1 a _ i
~ k~o~ ~ N4~T TO SCALE NOTES. '
~ , N 3TES: ~ '~~,i~~ o>a 1. FOR 1~REAS Q- ~ARfiH SACKFILL PC&STS SHALL EE SET S SHALL 13E SET AT DEPTHS OF 4°-4" MIN. ° ~~Qoo ~~°o ~ m ~
i ~ o , - I ~1o~l~c~'cv~ 1. C 9E{'K BASIN AFTER Et RY I-. ~ .LL WHICH CAUSES FLOW IN ROADSIDE DITCH. AND ANCHOR ~ 1H IS TO SE WITH FILL TO S, d r,, 2.. ~ . ~ - - . WITH FILL TO SE COMPACTED. I ~ ~ 4D OF SILT FENCE TO sCT AS A FILTER CLOTH
~ ~ ; _ _ S O,E_ _ ~ ODC_D. 2. PRO. ~XCAt'''° ;~C° t~ SILTFENC ~ ~ i~\I 3..-. .-Ri.,_._ _ ,~~,~Jr,~.~,w~„ VELb .Y ~.~~JS. - . ~ ,I
I I 4.' +1 `':S!`° ~ 912 ; ~ `c'J - ~ :[~~T rb.ltil{9 DISPOSE LDF ~~~_ATERIAL BY 3.-°'G _ aLL rr,.: - - = ~ BUILT 91P ~ ~ ~ ~ I OI I' I SI ~ S~'~- r~t~ ,'a _ . LNG ~NTO BACKFILB IN'~'' OPERATIONS. FE. _ ' G" C_.iD BY 10 i :MOVE BUILT i ~ ~ . - ON FRCINT VIEW _ ~ ~ _ DIRECTED. f3Y II~~. - TOR. L =THE DISTANCE SUCH
~ ~ 2' ~ ; ~ . AFTE . ~ W ~I ~ E ISST ~~W L.w~°°'~ T' :.~i °e1S;ti u E 2EMCse1,.GJ t LTERIAL _ ~ ~-E ~._4L OR METI THAT POINTS A AND B ARE ~ iTERIAL OR METH 7D OF E{~UAL ELEVATION ~
~ , ~ DI: °'e~ ~ ' "t!I AC.~;.vr2u/?6V^,~'vVs lay 'rHE SEv(I!~i~ :~l"s. ERO510:°? tiv:'.-a'RCeL Pt'3LLUTtC3N ACT. UPCiv iw?PRd9a ~ a-i: o "..i cER. ~ ~ SEDIMENT STORAGE L III ~ _
h I I 6, PA BEINCLUw,~DIN THE UNITBID~~r l;'ICEFOF ~~1C~a: ITEMS LtJ ! I C SS ' IC' .LLY REQUESTED EY THE ENGONEER. SEE GJ~~SIS OF PAYMENT FOR ~ o fl A B i
,d ~I ~ 1 ~ ~ - - - , S. zl 7, ALL TEMFC , . t SEDIMENT TRAPS SHOWN ON PLANS SHALL BE SIZED ACCORDING TO THIS DETAIL. ao _ ~ ,
~ ~I~ ~ ~ aoo C_ ~
I~+ ' F-'~ ' fI, ~ Oi Oft IO ~ - - S
SPACE CHECK DA~~S A O( '~I"!IEL
,I ~ O I ` ~ e~ ~ ~ . ^,@ ~ _ ~ ~ ~ S' THAT THE CR .':1" OF flO ii s:~T~REAM _o -U IS ATELG1° ~ OF THE TOE t'!~E[:~C ~P~f'INO , _T
_ ~ ~ I > ~ _ ~ 'F UPSTREAM C;" ~
\ ~~dm aJ ~ ~d@89 T I~
..,I a•;°~,~r SOT T ~~E ®
~T I-„ `fi . ~ S
L~..I ' Q'

W
STD, SILT FENCE 41 ' POST 4TYP.}
~ I PC?ST jTYP.}
~'l FLOW
r , ~ ~ ,f
~ 10° ~ \ / 1U° ~O~ ~ IOQ~,~'
~ I ~ ~ sT oR~~~ ~
L ~ CLASS TRIP-RAP t ~ A NO.57 ~ ~ I ~ >l ~ ~ ~ ~ ~ 7~ ~ C',~ WASHED STONE ~ ~ i t r s
~ - > tir ~ p / P
~ I FLOW ~ FLOW ~ _ - • ~ , ~ - d / .ap-. ~ a A o a ° a s P iC , '
. d+ . ~ ~
~ r1 i - - 1 ~ ,a ~ / ~ }~r~~a~ I r~ °~4~ f e, ~ ba® MIN. ~ r
~ ~ ~ ~ ~ s~lr'~ I~AP~dEADWALL ~ . ~ ~ ` rs," . i ~ ~ aL/ a. fiE ti. ~p 1. ~ f
s ~ t,,'~~~`;~~-+_~~ f j ~ ACCC1MCsDATE NCDOT 5 OR #5?
i II ~ ~ _ ~ NO. S WASHED STONE _ LARGE TRUCKS WASHED STONE NEW CONSTRUCTION
' 1° THICK x 3° HIGH 4 -l' NOTCH AND FOLD EIE~A. OLD ° ELE~ATIt~ 1Up MIN, ~ rr~~~!' :D
~ ~ 9 ~ ~ FABRIC t1VER HORIZONTAL POST POST ~
I l-- ...STEEL POST EXISTING 70' MIN. 30' MIN.
Crol f~ ~ ~ ~ ROADWAY ~ r. _ ~Y;
~ ~ ~ --WOVEN WIFE RIC I
~ ~ ~ ' OF 57 ~ S- n r,~''~-~1 Fi-'iF~'{ED ~V: HORIZONTAL F ° "~T I " m '
PLAN VIEW 1 ~ WASHED STONE i ~ ~ Ir .SILT FENCE FABRIC 6° MIN. ` _ ~
~ ' i NO.57 WASHED ~ STONE ROADWAY AREA TO SE ~ , I '.1 ';'a SEC._ --1
~ ~ DISTURBED SHOULDER 1i1rt - I ~ ~ 4 ) OTES. ~ ~ CLASS'B RIPRAP TYP
~ SEDIMENT ~ FLOOD GRAVEL ~ RIP RAP FILTER ~ ~ I~ ~ 1, ENTRANCE APPS GABLE AT ALL FOINTS OF INGRESS AflL' EGRESS UNTIL SITE IS STABLIZED, I ~ .
~ STORAGE 9' 2® RIF-RAP STORAGE BERM BASIN DETAIL r - ~r~„'1 ZONE HEADWALL AREA _ _ _ 2. S UC ENTRANCE SHALL BE PLACED FOR MAXIMUM UTILITY B~' ALL ~ jE: _
~ ~ ~ + TO PROTECT EXISTING PIPE - I ~ 'I INVERTS THAT DRAIN 10 ACRES NOTE': 3. 11 ~ ~ •N€~~AND ROUTINE ~ `~INTENANCE SHALL'BE PROVIDED ON
v ~ ~ - OR LESS _ 'J~~ „L ..L .f~ ' ~~ONTRACT~:T ~ 3~'..L STOCKPILE FRESHSTONE ON SITE. d.GS~.E: 4, ~ , t._ ~~e"I~''' i:dS IT TOEXISr!~~G PUBLIC ROADNIAV SHALL BE REMOVED '
~ ~ ,h 1. INS..... -I_ SILT FENCE PER STD. SILT r ( w - FLOW ~ O r Fri ' . ~,rTAtL. cv I" GLE ~:D F : °TELY.
r.. y.. W POINTS U ~ TL T T l0 ~ ~ I ; . F E INVERT 2. LOO, TE REINFORCED OU E A INTS . .
_ ®®®®®L ~ - - - , Of SILT FENCE -RI°R. 4t ' ! r . ~ ' 1°>g= 3. PLACE RIP R{ P 11 ' G #RE. DO NOT TEAR t a
~ .C t„U SEDIMENT f CLt.~B 1 RIP-R, ,P d ~ SILT FENCE FABI !C. °m
UJ ! ZONE FILTER CEOTEXTILE
G.7. ~ TP SEGI SECTION
Q „ ~ SECTION 1 p,r_° L® A b m I~
MAXIMUM SEDIMENT DEPTH m m © (CLEAN OUT LEVEL) J C3 p I`- f ' JT T r
Z

_ _ _ - _ - - - - a _ - - - . - - _ - _
I ~ n ~ JP OF 5 -3Eb~" S~ t s A - - r Tt~P CAF ST aAESJ ~AN9(
DIVERSION PUMP
0 2" x 2® STEEL POSTS DISCHARGE HOSES BYPASS PUMP
~ INTAKE HOSE PIPE STREAM FL04V FL04V COFFERDAM i P II; ~
~ CATGN SASIN
0 t ~~LOCITY P va 2®x 2w STEEL POSTS ill°x~i2" N/1RE MESH DISSIP A EA
.O' NTH T ~R1N Q ~ I a 2E._~ ~~;1~ , SE PUI, r SEEP: T~°®. , ,i ,y l° : °1 l~UDI T
57 ~/ASHEb ~ ~d2°x9t2~ MIRE MESH STONE __®__~m_~ _
~ MATER TRANSP~ISS?ON L9~,IN g ~a
~ 57 ~'UA HED ~ i, S tJ STONE ~ , i SUMP HOLE OR
~ POOL 12~ TO > 1E~ DE~P 2' Q' . ~ . ' J, m = Qi ~~~F'I F
~ P°I SHALL DISGr ; 'GE i ~ i g ON'.:: 'd~13AGSL -41~':,1-a ~ V ~ ~ . ~~l s , ~ VYATER TRANSMISSION G~'
cry + e T~'~ DISSIPATE ~'.FELG t~ _ FLOC i' n CAIN TRENCH J .4 .-..e, v m
~ ~ \ ~ ° _ Rte'" ~ I f i .~ti , ~ 7~ ~ ~G ~ ~I - { - ,a , IF AVI LE,
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GLEAN V~ATER DIKE J SILT FENCE ~ C ~ ' ~SRID
DOVNN REACH : T ~i' ~ DIKE TO FORM ~~~~+GITY ~ 6
DISSIPATI09'. POOL SEDIMENT ENGTI{ HC7 TD EXCEED THAT WHICH DIKE CAitl BE CPp'Pi.°T!~^'p' ^NE ®AY
" - C; - - SAD . ~S ~~~~I~~~~~y THE FOLLG~2~~'.'° COFFERDAM o ~ w as ~e ~
P ~ fl P o
TOP OF STREAK sAN~ 2~u ~ _ . ~ : ~ ~HLLED~
SECTION TO
_ TOP OF E3YPASS PULP
~I NOTES: dVOTE~. STREAM BANK FL®~ ,fit ~ F i'', _ 'j.~
PLA . STREAM FLO1f~ 9. '"RP'_'a COSTS INTO THE GROUND Tfl A DEPTH Of 1.5', 1. _~P BIKES SMALL SE SITUATED '~T"IE UPSTRE~.~I _ D~PINSTF-~- S OF ~ HE CORK NOTES ~
'i 2. i,F, : E~ 1 SHALL SE ',-,RD~/ARE CLOTH d23 GAUC"::% I.~ ,N~ STREAM FLOC SHALL LE ~ F D AROUND T~- .:°"7RK AREA, ` - :!MOULD 9. COFFEi'°leM SHAa_L RF [ "SIGHED AND CONSTRt AND Sr ~.LL ~tAVE 9 F9 b3PENING"S. BURY FAERIG ~a D CHARGE ONTO A STABLE VELOCITY ~ 31a°~,'~TER i~~S, ~ -~D ~?'ED ZlP _ r~~`1'~~~SAGS. s d ~ ,CONSTRUCTED SY THE CONTRACTOR. ~ i_
COFFEI ~ L E , VIOUS AND SP}.-~ T ~ AI~ . E;~ END TO Tt : T~~ ~ r-- TWE POSTS_ 2. ~ =R FROMTHF -~IORK aPE~, SHAD- ~ -;~h~Q e .~,..~,I~:E~~' F°~.~'u~~ [~PE SUCH AS A SYPAS~ " W~ ,:7 3".'_L TP oFS. s ~ a iPFc~ THE ENTIRE t:.:)TH OF THE CHANNEL. ~ ~ . ~ jii ; ~''i ~ ' ~ ~ °D R~~ D LL - „
3. SEDIMENT CONTROL S O ~5F'"~LL~E #b7 STONE. HEIGHT C ~.~TERING ~'r'a`iIN, ~ ~1~' M i ''EF1C E~H'~~ ~I ~~',~GV?r I, ~~[t.~r~° . ~i E.I _ - - - ~ ~ " - _ A ~ i s ~ =E;, V ~ LL BE 3 AFT OF STONE ~T SIRE MES ~ ALL I3E 92INCHES. Ld...:_.~ aD SUCH ~ ~~~r- _ . rll~~i : W ...I~~ a~_ .u = L _V. ~~TREAM pp++gg~~ , - '1 ~~E ,gal BEd ANI' s_ ;-a THEIR ORIGINAL C~~;aEi~ ~ ~~i~~~. ~ E~~~ ~ ; DPDUE ~ '
ii E~ ~ _ L I FASTEN FABRIC SECURELY :-,T THE CORNER POSTS, S S DIKEt'?!'. ~ , v i~~~ . .v~~n. "Vl~.~'i~`. , . ~ ~;j----~ S:~.iEA[~. 4. ~~;:r ~ _ _a- _ TE ~ ~ ~ ao R i,il.. ~ ,R~ ~~L~~ ~ :.L _e 'EDED IL DoT r~~q_d DISCHARGE -
3.AT'i..EENDOFEACH - ~ .r _ i~ . e.n~- ~ 1 ` - - 9 ~L .-'~L~ ~ _.-43 ED. ."ETC; • - ~
r U _ ~ ~6~~~ L9 ~ ` ' - - CROSSING r~ _
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PIPE OUTLET TO YdELL RIPRAP CLASS INDICATED ON PLANS ~TYP)
PIPE OUTLET TO FLAT AREA DEFINED CHANrI'tiL
NO VYELL DEFINED CHANNEL _ r ~ ~ `mac` a,u, ~
wA~ ~~6. - d ~ ~ ~ ~
N F", ~
~ = ~'A NOTE: ~:9 SID SLOPES UN ESS OTHER9NISE NOTE ee ~ ~ ~ ~ _ ~ ~'~r'~ UVIDTH VARIES rHER9NISE NOTED ON PLANS. _
c~
~ +a`~t~~ a~'~~st ~ AS NOTED ON DRANIINGS STRAW ~Jt NETTING OR as'3 Sh TEMP DITCH LINER GRAVEL BEDDING ~ OR FILTER FABRIC - i
! „„'~!7 TRAPEZO?DAL ~ RIPRAP CLASS SIN DEPTH
\
~ ~ ~ PLAN \ ~ ~ ~ ~
,%/f f/ , L23 ~ ; ~ / ' /
La F~~ \
Cho ~ ~ ~ c~c~ ~ ~ ~ csc~ ~ / ti
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"~0 1, v~ J/-`1~.~ ~ ~ ~L'j~ ~+A ern . J , „ e•, ° o FOR ~'IT °'1TH 'i1GH GRAVEL BEDDING d " ~ OR FILTER FAERIC j'~
~ ~ < < , ~ - . ~ ~ r.?~~'~-. _ ~ d o~ ~ Gi~I r~ o VOLt9P~E fL" ~ }c SL~BPE a ~ ~ ~ ~ - PERT ~ , ~ e~ ; , =~k - o'"`~~ Q ~d PROTEC'flt -Y .fie "SEEDED PERIW?ANENT -GRASS L?NED ~ j ' it
~ ,4s..: ~h ~ 45 P[.. , °'s DETAIL TEHIi ~ I ~ TYP TENIPORARI'- STRAN! ~Nt NET OR DITCH LINER PARABOLIC ~ ® ~
~ ~ ~ ~ ~ I
~ SECTI: ~ A-A F K T SECTION A-A RIP-RAP NCDOT-CLASS II ~ ~ ILTER SLAN E EROSION CONTROL STONE BEGS) ~ NOTES: " ll@ ~ ' Td 12 a ~ Pte' e
$ DITCH INV 7. Td 6f USED UVHERE ~;~CESSIVE STOR~NATER ~ ° , VELOCITIES PROH161T VEGETATIVE LININGS. -
~ NOTES: 2, DIf~ENSIONS FOR D VU VARIES ACCORDING ~
I ;~4 1. La iS THE LENGTH OF TF'. ~ [r--'. ° -P APRON. GAIN. TRENCH WIDTH 6'} ~ ~ e ~r TD DESIGN. i ~ ~ ~ ~ - - _ , • 0 ~ 3. SIDE SLOPES SHALL SE NO STEEPER THAN 2:1. ~ G-
~ 2. tl = 1 5 T~~~'"S THE ~~~'(I1~ .;T-~ OIAMETERSUT NOT LESS THAN 6". (~2" MBN.~ FILTER GEOTET&TILE {TYPE II) ~ 3. IN A ~E_.-: DEFINED Ci°- - :f°~, THE APRON UP THE CHANNEL BANKS TO OR 4" Nis 57 ST~
~tl AN EL-- ~ ~ CbF rA ~~±5~-'E ~ ` ',~:"~.JIA TAILVAIATER DEPTH OR TO THE TOP AGGREGATE FILTER m
~ OFT ' " °C, o~.:.;GHEVL;R,IS L'L ~ ~e :ate GRAVEL 6EDDING ~ ~ ~ GR FILTER FABRIC ~
A FILTER ~L:'~-~KET OR FILTER. F. " °C SHOULD SE INSTALLER HET~EEN THE RIP-RAP AND SOIL FOUNDATION. 4 ®
W ~ ~1 T ~ VIII V-SHAPED .
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y ~ ~ ~E S I 'I ~j I
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EE ~ _ S HIGH T E FOR I SORE PST E, H ~ - . !I
I ~ _ o ~ PROTECTOC~N ~ ~ ~ ~ . C~1~ ~TFiYLEtV~ 2 w
ry~ gg ~r1,r r„;ri ZONE ' ~''V ' ~ - ~9": ' b ~F.,.,, .psi .T 1L 'il ~~JECT N~,:
V ~~I KEEP aUT ~~1 ~ ~ ~a0~ ~ a~~ ~
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~ ~ ~ [ ~ ~ - S: FENCE ' `'~e~;E~ ~I
- RIAL.
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c ~ , ' . ~;,~n~ r. ~„r ~I-i G~ ~ I w, " ~ „ ~ d1 ~ . ~ _ . _ ~ y, ~ 'f i' ,i _ _ _
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,a. ae araana B a M,y s. a rma.oeanas.. 11 U -A 7101 0 DURATION OF PROJECT. 6. -T
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