20071806 Ver 2_Site Plan_20080922

~~u~
Pro erty Line
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Site
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\ ~ Coastal Chemic I ~2
orp. Prapetty
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/ ~ ~ / ~ ~ ~ ~ i 20' reenwa ~ a$e en ~ ~ ~~hd see / - ! / ~ - -
~ - ; s 30' ERIRHERY 15 ~ ~]1'i
12 13 t 14 I O O, _ iJi ~ i°j~ ,i ~
~t _ , ~ ~ ,6, I i ~ " 12S II ~ i ~ ~
o )z~ so too z~ aoor~~r ~ ( 1~ _ n ^ ~ L' I- C L~
P 5 I, Vi a, L-~---
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23 19 -
~ ~ ~ 24,~, " _ ~ "
5'; ~ ~ ~ 1 38 M ~ v
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` 29 > r, , A - 3 i , i ~ tea, ~
i ~ ! ~ L 0. ,t ~ ~icinit ~a Y ~
1 t`~ < < Y ~ 3 ' R' ?,P . ~ i~,
21' \ _ ~ ~ ~ ,
_r~ a1, "8 ~ ~ ~i , ~i 3;;'
, / ~ ~ 1~ ~ A i : l'if~ ~ , ~ 70 ~ )/~a ~ (~i ' 3914 S s
V ~§R ~ ~ f -j. ~ ,'o g A j ~ a. 7 ' ~ 99 ~s
4 6 i~ ~ ;yr;~ ~ q' , ~ 1 7 ~ ~ ~vc 4C ~
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/ \
it s, 41~` ~ ~ a ,el ~ ~ 3 ~
ri~l ,'i ~ s~ `,fig > 0 ~ i~~ ~ / ~ 1 \ ~
it "10 g ~ , t 9 ~ 1
1 ~ 3' v~. a A,••t, I ~ ~ Developer: Clayton East l/ifaage CTJ, LtC
dr 9 r~ • ~ 6 ~ 304 Glenwood-Ave
Y ~"1 - < •"i• 5 l~ate~gh, NC 27603
a P~ ~i~ i° 147 e~ ~ a F f , -
0 , 1 ,1 ~ ' 132 .1( r " A t.t i ~ ~ , ~ \ 919-821-998
_ ~ 0 ";x's'" ~ ~ i ~ ~ S pF'` ~ i'~a 109`,': 7 _ ~ "~,@,."C i i ~ ~ ~ ~ \ ~ ~R~ 149 "1 ~ c 87 i° ~~rya 55 y ~ " G ~
` ~ 4 ~ , ~ ~
sa• ~ ~ ~l~ / ~ ~ 3~ ~ ~ 1~~~, ~ 1~" 1 ~~~.86 ;1 ~ "81~'~r`. ~ m'' 1
~ 0.3 \ ~ " 1 " 12 i \ ~ 53 ~ ~ ~ 4 m ,
- 153 l m
t 113, : ' , _ , `c~, i~t ,173 ~ \ , 127 51 =t_ _ L _ l 1 _ _ 1,
_ , ~ ~ ~ y~, 15 ~ - ~
' ~ G3 ~ ~ ~ ~ , 171 n ~ ^i - _ G4 5 ~ ~ , ~ 115,'r ' , , i
" ~;i ~ ti• \ 7 S 155 5 ~ ~ 82 _ ~ - , ` ~ ~ _ - • 116
,J "166, ~<124 s: ~r iG~ - - ~ - p ~ ~ ~ 49 _ _ - - - _ ~
~ ~r ~ oA ~ 123 - 4 4 8 \ yi ~ 1 8 J~ ~63 ~ ~m ~ ~ _ ~ ` 4 8 ~ 1~
r 184 ' ~ ~ „ 158 S0' ~ ~ ~ ~ 7 1 , ~ `,122 ~,i r i - _ ~ 1
~ 1 f ~ c~' 8 16 \ G38 G~g'G40 - ~ ~ , ~ / r ~ d?- ~ 186 1 - G G42 G4
~ / ~ ~ _ , - _ - ~ 0 - _ 121 ~ 11~'' . ; , 'G ~ ~ - ~ 120 ~ 119 118 ~ - i - ' } G1~ I ~
' - _ - o ~F~ 1 Ace ~ _
~ ~ l - • SSE VA US ' V USE USE VACANT ~ - CZ~ U 1 I ( ~ ~ - G ~ G35' - I N~ D EX
~ A / b, ~ ( a - , G34 ~ - ` i-_ , ~ i - 3 - G3 ~ ~ ' ~ i~i I o ~ - 33 _ 1, !
Tap raphy Contour ~ ' ~ fl , G24 tso 7i3rAt X29 ~ ~ ~ _ Sheet 1: Plan View
~ V ~ ~ Z~N~ B' _ ~ G25 ~ G26 G27 ~ ~ r _ ' - - _ _ G28 ~rl - Proposed Topography Contour \ ~ ' l
~ • ~ ~ n ~ - __~29_ G30 ~ ~ ~ ~ ~ 71 re i _ G30 ~ ! ~ ~ ~ Sheet 2: Wetland Im act .Areas 1 & 2
Existin Tree Line ~ _ r" C e ~ =--w`- ` g - p ~ _ o ~ , o ~ ~ ' _ G1 ' ' ~ ~ ~ Sheet 3: Stream Impact (A)
~ " ~ ~ ~ m _ ~ a~ 1'G2 ~ - Roadway - ~ ~ = - SSA E 1s 18' ~ ~ 18 ~ ~ ,
A ~ - - ~ t~ i~ 18' ` w~"-~ V o- y ~ ,
~ _ u, o~ -Street Centerline w: 4. _ ~ _ 1 ,
- HC Side Walk - ~ /~'~4 - - - ' _ _
~ ~ 1~i ~ ~ ~ - _ -
no ~ f
o V n ~ ' ! \ r-_ ~ C Sewer Une ~ ~ ~
! - - - ' - _ i Dro Inlet ~ ~ ~ ~ - ' _ ~ ~ , %
- ~ Stormwa#er System ~ ~ ; ~ ~ - - ~ ro~ ~ Oi \ / \ ~ ~ ~ ~ ~
Water Lines ~ - ' ~ _ - - ~ ~ 1 • _ ~ _ f ~ 41
~r o - _ , Fire H druant -

- ~ Blow Off Vatve r-
- Water Line Valve ~ ~ ~ ~ ~
t~/~ i
Right-of Way or Parcel Line ~ ~ ~ C' _ ~m - - ~ ~ ~ j.
Hi h Vsibil' Pedestrian Crossin ~ --m unnw 9 ~Y 9 ~,---~j~
~ s-- _ r%- Pedestnan Crossing % ~
~ \ ~
Limits of Disturbance
50' Buffer WSTI.AVDSAh, ~^aTORt~4,?ATEr266AtdG~i
Stream and 50'
m Nuese Buffer Strea
ENGINEERING & ENVIRONMENTAL DATE:
50' Buffer
2 C SCIENCE COMPANY o3iaa~o7 3008 Andersen Drive DRAWN.
Raleigh, NC 27609 R~
[phone]'.
nnrnnnn.
° Plan View C Ylaru.
Wetland. Limits ~F~ssro , i~ 7/8'/08.
X °o East Village of Clayton SEAL/ t Clayton, NC scniE:
U- 15472 See Drawing.
UHF Development sheetN4.
304 Glenwood Ave. 1
Raleigh, NC 27603
919-828-4808 of- 3

/ / ~
_ - r h Contour .l r ~ ~~~~~1 ~ t \
Too a p9 pY ~i ~ ~ .
~ .0,. 6"Sewer ServiceCormeclion Pro osed To o ra h Contour _ p p 9 p Y ~ ~ Seems . ~ ( eett3Detad) ,F ~ ~
~ d u
Existin Tree Lme 9 ~ o k t 9
_
Roadwa - - - - - - - _ y - - - -
+ -
Street Centerline ~ ;--j N ~ 1 , G.PtP R=320.0-- l+d~, N ~ ~ , tea, _ ~ r-Q ~rr
~t ~
1 _ Note: Future sewer not to be contracted at this time. - ~ ' - ''2 HC - rt EL 317,5 , ~ Concrete or As[. halt S~~d~e Walk any install ~-sA at tn~S time. ~ - ~ '1 ~ > . _ _ _ _ - "
1~ 88.3 q' Ara 6 act ~ T.fi ti
~ - ~ \ \ ',rr CB- ?~~~~`Yo :102'-42"CONC. t,- , 7 P I A :.F ~ fat a a CONC. IppE.j00'~ 4d'°? \ ,l ~ ~ \ S,` ,Y
Manhole ' \ tos of , - 1PE ,.DD's
Sewer Line - 0 \ ~ $ , , , r CON ,
Dro Inle# J°~,~ ~1s~ / R / 2x76'-24°CONC.CULVERT 0.33% 33% V~. ~ \ ~ ~ ~ O ~ ~ inuat EL 311.5D " 14, ~~VVV / ~ ~ ~ 15 -18 CONC. CULVERT 224°k + GD 6" rSen~aeCannedion o(i
Stormwater S stem ~ ~ n~ ~ , Y ~ ~ d a,~~~ , ! ClassAEROSIONCONTROLST i , , , 0 ~ A~ ~ SeeSch. Sheet (3 . \ ~ \ ~ ~ ( e Sheet 13 DetaO)
. 7j ~ ! ~ " ~b . , °b , Inve EL 377.25 { ) _ _
Water Lines ~ ~ , , ,Q ~cP COQ ','y 272`- Ia~ertEG3D7.s ` 00 \ teSidewalk i?~~
Fire H drant ~ ~ ~ , , , - ~4 _
0 In ert Out: 315.01 ~ ~ p\e~'~ MH ~ 1 .4" • ~ ~ ~ : l6"C R 350. ~ t" r+ ~ "Q 1 ~ ~ 1~, ~ ~ ~ p/A L•~'~ 9' ~ N ~ b : ~ v R .230 0 ~9 p~ . 1.00% ~ Fg r1-24.89'' WI ~ ~ rn. ---+-L 80.0' p ~
. ~ o ~ Pro d 8" to 8"' TaDPN9 Sleeve gild Valve r r ; GOtp. / r' , i r r Blow Off Valve BOV , ~ - _ O tv' -,19:93'x_ N `o ~ ~ MH-12 0
Note: End Sewer Line A , \ . \ m 38.18"CONG.PiPE7.20 1 \ ~
' Water Line Valve - - t~, d~ - 1 11 O
R - , QrG 4r~ aikwa - r L
Water Line Reducer ~ . , ~ . sg ~ ~ , p p r , e \ / 11~
r~ 124'•18"C - r " "f,r C/0 ~~/na ge0°0 ~ _ - Invert EL 308.0 1 ClassAEROSIONCONTROLSTONE ~ . ra~jd ; \ ` (See Sc7~. Sheet 13)
- - - Ri ht-of Wa or Parcel- Line c~13 ! CB-16 ~ ~ 6"Sewer ServiceConneclion ` W 'r0~~~ - ~ 7 MH-5 ~ . N ~o \ ~ \ A Q~ £ _ _ _ . Invert EL 307.00 \ / _
~ invert In: 3124.4 OZ~ (See Sheet 13 Detail) ~
r~ n roSS~n _ r vertOut:3142 H1 h Visibiht Pedest a C , iunnn 9 Y g r so.o° ` ~ ~ Class AEROSION CONTROLSTONE \ ~ ~ .F . ~ (SeaSch.Sheell3)
Pedestrian Crossin ~ ~ o -roP°~$"~teValves
g 1r uffer .
~ 1 7~y ~
Water- Line Service Connection a r r I I i ;I r
I Sewer Line Service Connection , I
Cl0 , I rs ~ ~ .1 ~ ! i i °o \~~F~ w _ F
, / Oyu j , / J .
, MH-3 ~ ~ r ~ ~
, / ~ mil Town of Cla on T ical 8.11 ' X77/
Yp p /
38'-18"CONC. PIPE7.00°k O o dp ~ ~ / 1 SDR-35 For Sewer o ~ ~ ~ .
) I~ s es os an onmen o es.
2 C900 PC150 For Water Minimum I i . s \ t,l ` Note. All Utili * ~ A Ir Note: All Utility Construction Shall be per Town of Clayton Standards and Specifications.
nl ss Otherwise Noted oozy'^'~ I. Install new $ Lme. U e ~ 5 - - ~ ` ~ ~ Note: Sewer S Mote: Sewer Service Cleanout and Water Service Meter are to be installed at ROW line.
..3~G,-' ; ` \ 2. Connect existln residencelfacilites tonew line. q6 , ,l; 0 i , , ~ , ti ~ ~ ---e`S werServiceConnection \ \ 11
, {~es~eet,3Det-dll) ~ , ~ 3. Abandon existin 8 Asbestos. Note: RCP ml Note: RCP must be located in ROW with suffecient clearance for maintenance.
t, g \ \ Addition Additional junction boxes may be required.
\ ` 4. Coordinated abandonment with Town of Cla on Yt
Utilti De Note: Sewer; Y p• Note: Sewer Service connection to Manhole with Core Drill and Rubber boot.
r ~ d' W N O r N M I O (9 d' I N O n O O O O.N O,~ O~ In ~ O d, N O O~ O O O N O~ O O O r O M O O O O O N O.O O h O O O O O O an t• O N O O N O N O M O O O N O M O + h + h + f0 t O t O + f4 + c0 t M t to t ci• + M + N t N + + O + 0) + m + O N^ N^ M ~,~IO OM ~(4 00~ Nn: O~ t~N p~ ~.W p~ i ^ + (O + ~ + er + et + M + N + N + ~ + O + to + to
~ N t N N N N N N N (0 N O N N N h N ti N O N W N W N Of N O N O ~ "-M ~M r'M ~M e-M ~M ~M ~M e-M ~M ~M ~M ~M rM NM M NM M NM M M ~ CO r s} ~ 7 r U1 ~ l0 r (fl ~ Ip ~ ^ ~ - N1 M M M M N M M t*) ch N M N M W~ Elevations Intlieate Centerline afRoad
1600.00' @ .535% I I 1600.00' -1.445°k
50. 'V.C.
Ic= se ~
34U _
I I
u~i N °o, a o
NN Op IDN I ~m ON cC~ II II °1 11 II
Q ~ II II Q ~ I , 330 B'-,B ~ ~ ~ W ~ ~ I
132'- "CONC. PIPE-0.80°!o as as as 38'-18"CONC. PIPE 1240% i
327.51 '
NaturatGroorrci 40'-18"C NC. PIPE 7.70% i CB 1a 1,_ _ 124'- 8" CONC_PIPE •n.nn~, 38' -18' CONC. PI E 1.00% ~ ~
216'-30" I Ili / 8 _ /2x76'-2 "CANC. CULVERT 0.330 CONC. PE•1,00 "aiA=151d~M Ili -71---- --96 / R dCenltlin~ ~ 38'-42"CON .PIPE 1.00% EL=326. I l terLineC900PC150{8") ~ :PIPE 1.00%
INVERTO T=322.38 l 38'-18' ONC.PIPE1.00% --1- I
326 Flthng II dAr.~-dp I ~ W11t1 Ct r,(NUC. PIPE-U.tni?° IIPIII / 200-8" CSAN.SE
WER-1:60 STA ] +10.0 ~ Q, PIP - 1.445°!° 3a' • 18" CONC. PIP 8.50%
(I III .PI E-. I \ I C8-11 284 -8"PVCS 200'•8"PVC SAN. R-0.50% 11 IIY I STA =14 19.20 .SEWER -10p°/, 5ti -18" CONC. CULVE 224% 38"-18" ONC. PIPE 720%
EL = 328.9 INVERT UT = 323.01 MH 110' -6" PVC SAN. 3 ER -1.00 ° ~ ~----.-..y-~6'' 4~" (`(1N7, ' -15"CONC. CULVERT .fi0%
4~ STA 14+50.00 MH-0 CB-16 ! d 3-20' i sections i II _ ~,+rL=-i ~ ~ _ ~
3t0 EL= 27.54 STA=16+00.00 _ + I Benda-20' i Sections INVE IN = 316.44 EL = 326.44 EL = 325.60 MN-0 CB-18 MIH-7 C&2t C&12 INVE TOUT = 31624 INVERT IN = 314.00 INVERT IN = 32 .63 STA =18+00.00 STA =18+16.00 Cg.19 STA = 39+89.90 STA =20+87.0 I ~0 - 8" ~C 8AN. I . ~ _ ~ ~ `1rc.--y_~s,,' nor +aot 309.11 22D'-8"PVCSAN.SEWER-1.50% __pp
STA=1419.20 INVERT OUT=313.0 INVERTOUT= 21.43 EL=322:93 Bend2-20'p esecfions STA=19+53.00 EL=320.80 EL=319.03 EL = 328.9 EL = 323.55 INVERT IN = 315 25 i ~-=3 - INVERTIN=31.65 INVERT IN=31.54 B-9 CB-22
INVERT 1 = 320.35 INVERT IN = 312.80 INVERT OUT = 3 5.05 INVERT UT=320.15 CB-17 INVERT OUT=312.60 INVERTOUT=316:96 INVERT OUT= 11.45 INVERTOUT= 12.34 S A=21+94:00 STA=22+00:00 STA=16+30.66 E =317.86 EL=317.37 150''8"PVC II I A •--Y SAN. SEW E •2.00%
CB-18A CB-21A INVERTIN=310.74 EL=325.60 { STA=20+87.08 I VERT1N=31034 INVERTOUT=310.54 INVERT IN=31.72 STA=18+16.00 CB-2D ~ EL=319.03 I ERTOUT=310.54
INVERT OlR = 16.52 EL =322.93 STA =19+62.00 , INVERT IN = EL = 320.83 ~ INVERT IN = I STAt 24+15.10 STA 424+45.00 110'-8" VC SqN EWER -1,60% 196' • 48"CONC. PIP • , EL= 14.66 EL=313.56 100%
3~0 INVERT OUT=3 5.63 INVERTIN=313.88 INVERT OUT= 1292 i INVERT OUT - 313.68 MH-8 CB-23 INVE TIN=305.24 INVERTIN=306.32 MH-11 INVE TOUT=305.04 INVERTOUT=306.12 8(1'-g+ 268'- STA=25+66.00 PVC 8"DIpS S
STA = 21+OO.CD I STA = 22+00.00 I ~ EL=319.22 EL=317.37 EL=312.49 MH-12 •SEWER•2,~~o AN. •3.50%
I, INVERT IN = 310.35. I INVERT IN = 311.32 I INVERT OUT = 310.15 INVERT OUT = 311.12 INVERTIN=302.04 STA=26+76.00 CB-26 C&25 EL = 310.89 STA = 24+45.00 INVERT OUT =301.84 INVERT IN =299.64 STk = 27+33.50 MH-13
ro I EL=313.56 INVERTOUT=299.44 EL=~'~ STA=27+56,5 INVERT IN =302. INVERT OUT = 309:55 .INVERT OUT = ,72 EL = 309.73
ro INVERT IN =2 7.84
290 I i ~ ~ 297.64
I i i ~ •'I I CB•27 STA = 27+33.50 EL = 309.65
INVERT OUT = .66
i i
i
280
I
SEP ~ ~ 2008
t"JETL~IROSAPIO STORMY ,1TER ti3w1,yCN
+ + + + + + 20+00 20+50 21+00 21+50 22+00 22+50 23~ X50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00
+ + 15+00 + 1 +00 16+50 17 00 17 50 18 00 18 50 19 00 19 50 14 00 14 50 15 50 6
ENGINEERING & ENVIRONMENTAL DATE:
2 C SCIENCE COMPANY 1!31!0& 3008 Anderson Drive DRAWN:
Raleigh, NC 2'1609 [phone] CPM
rr_ i s
¦ .:a45949f191PBiBeo". ~iT_~t j 7.__ _ / ~ a n n~ ne",:~:....uc
C~ ~AU s UAR 3 WULI U IM aCI Areas i&/- w 7f8/08
oad Profile (STA 14+00 to 28+00)
Vertical- 1 "=10' j~ SEAL East Village of Clayton SCALE: 1 Clayton, NC See Drawing
i8ea
~,A oT,~VGINE°~La Sheet No. UHF Development
304 Glenwood Ave. 2
Raleigh, NC 27603
919-828-4808 of: 3

Le end 9 , mp Station
- Note: r Pro osed 6" Forcemain to be connected to ~MIERT IN =289.00 / .
p• ~ Topography Contour to extstm S Forcemam. Caardmate connection with r 1NH-25
Town of Layton Utility Dept., Mr. Tim Simpson INVERT IN = 2.14 MH-24 INVERT OUr =284.94.
Pro osed To rah Contour at 919-553-1530. m P po9 p Y Note: Grade fo[ mam S aS needed INVERT IN =285:42 Max slope of A:l (FL•~ an 'cross slope of 4°!e, INVERT out = zes.zz
The existing Ime will rema'm available o r
Existing. Tree Line for used in the future by other facilities. k , Existin 8" line is a rox. 2150 ft. long downstream of m ~ g pP ~ r ~ ZOOS
eonnectton and discharges at Elevation 324 ft. ~ r © _ _ _ ~ 5~at _ . ~fop0 .297.... _
Roadway _ ' ` / ~ ' / l , r°rr /-l _ _ ~~a pump _ _ ~ _ MH + ` INVERTIN=2 Fro
+ w, , ~1 Proposed 6" Gate•Valve ,y i Street Centerline ~ , ~ , , _ - W 25(r .~S + - _ ~ ' .INVERT B~F-- "app O INVERTOUT = 2 .
O ~r r ~ ~ r y~ r' - + O -
r ~ 1 ~ +r ~ i HC _~.7. ~ ~.rr ~ , 2pJ I ~
, l r ; Concrete or Asphal# Side Walk ~ r,, x . DD. ~ . ~ I ; l:' Air ReleaseValve ~ , ~ ~ ° ' l ° 1" ~ STA9+152 maV+1 O m 1..
k' r ~ r' ~ ~ , ; ` . r once + D _ _
r ' ?a / 1 ~ Manhole Proposed8 Ga#e-Value r r~, ~ E S i i ° o ` , ~ ~y,23 Y ~ A~~ f . ~-i a1 X11 1
-e Sewer Line < ~ , ~ ene ~ I r 1 ~ ' m k PEA _ ~ ~
r r ~ I , i i o ~ ~
Dro Inlet ; ~ l ~ i ~ ~ ! i S y a 1 W' o p n tormwater S stem ~ o ~ , - o { J Sena N 56
f \1 ,
. ~ % S~2: ~ . Water Lines ~ ~ ~ N-14 wer~~et~e4.~o +
_ - i ~,a - o N1H-22,,
IrnedE6305.00 Culved o.4~ 1 is SA=2+06.31 o. / Fire Hydrant. _ , . ~ ~ ~ i 1 / ~ i
r ~ _ 3 ~ has o,. ~ i
ement . , ~ ~ Blow Off Value (BOV) ~ i
1 r ~ i- ~ a ~ ~ ~ A+I - i - p
W r Line valve STREAM CROSSING CONSTRUCTION SEQUENCE . m . ~ N ° ate r ~ o , m 1
1. Install silt fence at tide edge of the stream bank. , ~ ~ , w - Right-of Way or Parcel Line 2. If ao flow stream conditions then install force main. If flow conditions in stream are ~ w i
apparent, then install cofferdam prior to the force main and gravity sewer construction. t ~ mow` a
! r , l ' ~ ~ f ~ ~ ~ ~ ~ ~ High Visibility Pedestrian Crossing 3. Remove coffer dam if present. r
4. Restore stream to original shape and install netting along the bank slope with f ~ I ~ ~ ~ Profile Sc~Ie:
revegetation of the stream bank. i Pedestrian Crossing
- .
Water Line Service Connection Hor zontal.1 -50
NOTES, ~
Sewer Llne Service Conneetl0n a) Pipeloints shall be at least 2ft outside the limits of the stream bank. CIO b) No fertrllzer shall be applied within IOft of the stream bank.
0
Town of ClaytonTypical v ~ 1 ~ ert~cal 1 -10
S7
1 j SDR-35 For Sewer CARRIERPIPH 3/8"STEEL PLATE, TYP
2) C900 PC150 For Force Main 318"x4" STEEL
3) Gate Valves Shall be A merican PLATB,TYP .~8" A325 BOLT
Flow Control Series 2500 SS,
Mueller H-2360-20 on Kenn Seal 2. Y
I CASING PH'E 320
Pro sed Ground
3/] 4 a 0
t" RADON ALL CORNERS ~~a/ MH•22 MH- STA = 3+07.50 MH•22 Air Release Valve l7~ STA = 3107.50 STA 4+15.2 fb
G`oend MH H STA = +48.96 ENVERT IN =286.64 EL - 3 7.80 EL = 307.23 p~{ 23 INVERT IN =286.64 STA = 5+94. ~
STA=2+10.22 INVER IN=290.D9 INVERTOUT=286.44 INVERT OUT = 286.44 EL =305.00
Pipe Alignment Guide INVERT IN = 290.31 ~ I RTOUT=290.11 taSOrouad °°~~sedG~ INVERTOUT=286.61 ~a s.. Sewer F°r~m in
1.6"22.5 Bend Nay Sha 2+36]2
eet to Eldsting Pi s^ wazer Line STA -1+98.34 Ptanp Station STA = B+88.00
~ , Et. 311.33 Storm ipe 0 ~i TOP EL =298.50 ``'^`~r,,,~ INVERT IN = 283.00
~ w 300 m _..,pjoposedfxade BOTTOMEL=265:00
Note: See S C s g Details q w W MH-14 ~ m a ° Note: Fie m
Note: All Utili{~~ Construction Shall be per Town of Clayton Stardards and Specifications. E o W Note: Fle 6" sewer force ain at joints to tticaliy follow t grain. Joi t flexure shall n t exceed manu cture's specif tions. W
4J Y _ ' 225 rid z o ~0) INVERT IN - 290.62 1.6 0. INVERTIN=290.62- STA=2+-6.35 ~ % 8
_ - O INVERTOUT=290.42 - ~ 9 w W s - i0
290 f+') ~ Z5D22'DIPSAN.SEWER -0. ° .EWER @ •0.50°k
r ence ears @ 50, 3D0'-8" IPSAN.SEWER -0.5 %
~ 49.10'DIPSAN.S ER@-0.50°/n f WER @-0.50%
Minimum 12 -112 Gauge Intemndiate Wires ~ 38.74' DIP SAN. SEWE @ •D.50% 0 w MH-24 H_ STA = 8+68.9D rA= 8+95.5
8' MAXEMUM wo EL=298.50 L= 8.50 INVERT IN=2 42 NVE 7W=284.72 (FromMH ) INVERTOUT-285.22 INVE TiN=264.25 (FromMH )
Minimum 10 Gauge Line wires tvariable as d'veuedby the engineer) i 280 ~ - _ INVE TOUT = 284.05
MH•25 STA =8+84.14
EL = 298.5D iNVERTIN=285. INVERT OUT = 2 .94
ilt enc F rie ¦
wi fr i ~
- I i -
- 270
.
P~/ / e,.
~ j I i I
$teet Post ~
260
woven wire Fabric
Silt Fence Geotextile Fabric
3'-0"
26"
- + + -2+50 -2+00 -1+50 1 00 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3 00 3 s+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00
Grade l~ettl~g De~ar~s
~ Temporary Liner (Straw Mulch held in place with Plastic of Jute Netting) Roll out strips of netting parallel
6 Minimum Cover over Skirt r n , \ to the direction of the flow
2-0 Stream Crossm Detail g Detail vv
III-I~~-
Groundsurface , PLAN 4 - U stream end ~ I I-) ~ 1= ~ ~-1
u_
~G CROSS SECTION A-A 1' ~ Stream I ~ h-111=
~ 5 1' Thick #4 ~ l vl III-~ ~ I'
Top of Bank Polyethylene Fabric Washed Stone
on Face (8 ml. thick) ~ ~ ice- - 3' min. Top of Bank ~ ~ \ _ ~
1 A Erosion ntrol Stone . Cass Co + Anchor nettin in a 6"
6" Sew r r, 3 rr ~ e Forcemain_-+ , Stream Flow ~ 12 Over Pipe _ 12 Dla, dt
A A -r91 E. :.S... _:i _ 12" Dia, ductile Iron Pipe
~ ~ Tem . 8" PVC Pi e 1 t P P ~ SEP?~20
i I Ex. Inv. Creek ~ ' - - DEpR•~dA~ERGUt~L11
- I 12" Temporary Stream Flow I__ x J ~ min. Stone Dam Join stri s b anchorin and overlapping INkTLA~IGu AP':p STflRM'ri,~Tr: 1ZA~Uii _
sanabags ~,~r. 6" C900 PC150 For Force Mar =or Force Main
i ~ Class A Erosion Control Stone Synthetic Filter Fabric
. 1 Thick #4 f., 3~ Sandbags.', Washed Stone min Crossing / rr 30' ENGINEERING & ENVIRONMENTAL DATE:
i Note: See Pipe ~ - 2 ~ SCIENCE COMPANY 1/31108 Note: See Pipe Alignment Guide Detail ~und 3008 Anderson Drive
W Pipes DRAWN:
::a~ s. /~1` Downstream end Raleigh, NC 27609 [phone] CPM
Crossing Pipe eC~
n . _ , , , Revision #4
13' U k. g/pg Netting Installation Specifications. Stream Impact A rSh
16' Note: Install Cofferdam only if have flow in stream. Also, do not 1. Start the laying of net from the top of the upstream end of the channel and East Village of Clayton SCALE: unroll it downgrade. Do NOT stretch netting. Clayton, NC
2. Bury the upslope end and staple the net every 12" across the top end, every S~L~t Drawing
install cofferdam when heavy rains and high stream flows are eminent. 30' Construction Easement 3 feet around the edges and across the net so that the straw is held closely ~'e X72 against the soil. Do NOT stretch the netting when stapling. t No.
No stream crossing activities should be conducted when high 8 SDR-35 For Sewer Sewer 3. Netting strips joined s should be 'together along the sides with a 3" overla UBF Development g g p 3
flow conditions are eminent. and stapled together, ®®0A0a~?~ sH`~~`~®®°®° 304 Glenwood Ave.
of SOD HO Raleigh, NC 27603
919-828-4808 3