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`rJ / 300 ~ ~ ~ ~ _ CONTRACTOR TO SUBMIT SHOP DRAWINGS TO ~ ' ENGINEER fOR REVIEW AND APPROVAL H
- ~ ~ ~ ~ ~ ~ ~ ! - SON ~2-~. s"; ;n~ / ~ 50,Q0 NEU~E ~ ~ ~ ~ ~ ~ -GYP; r2~ ~ 20' CONTRACTOR MAY USE ROUND MANHOLE MH ACCESS TOP
~ ~ .'RIPARIAN ~UFFERr ~ / (~YP;~ ~ ~ WITH STEPS ~ ~ tea'
I ~ / ~ ~ ~ i ~ ~ ~ A URED F'RO~ ~ ~ ~ , _ i Z / / v_i~:
I i / TOP OF;BANK r I ~ / me / , AM E C `DES •b ~ ~ ' _ BA=S TOP - 418,5D mmm
FES i 1'~ ; ~ o. K E ~ - I ~ ~ ~ % ' ~ OP G~ ~ QUT~F13.00' ~ X. 201- CtTI PROPERTY OF THE ST TE ~ S ~ ~ I - - ~ % ~ ~ z ~-EX. 20'-CITY-~~OF, RALEIGH
_ / _ i _ _ / SANITARY S ~ _ OF NORTH CAROLI A ~ ~ / / PIPE INV = 412.0'," SANITARY SEWER'EASfMEN.L 12" PIPE OUT TO INV out-a16,ao
_ ~ ~ - _ ~ ~ _ - _ BYPA S C ~ ~ CR S HANNEL - _ ~ EEKINV,-413,0' i ~ ~ ! lINE1S Wl CLASS B RIP P i l 1 ~ LEVEL SPREADER
'i / i " ~ GINV IN - 416.00' INV OUT-416.4 i 15' PIPE 0 T W
/ 5 0' N E u+ { ~ t 1~ ~ i ~ ~ 15" PIPE OUT
a E '0 . . L , f F..1 a _ - ~ ~ i' ~.11,. ~ - - ~ / ~ ~ ~ _ _ n~ INV UT - 416.00 TO BYPASS CHANNEL ~ CHANNELSS A 75' PIPE IN
4. T•~ ~ i i % i ~F OREBAY 0 Y ` IN OUT - 416,D0'
I / i / 2 ~ L_ I ~ J ~ ~ ~ ~ 0~ tipNE ~ / ~ 6k10 PIOPERTY QF THE STATE INV IN-416,00'
_ \ / ~ B ~ ~ ii I ~ ~ ~ / i ' ~ ~ ~ i ~ ~ ~ O~E,2 1 FES~ ~ I ~ ti ~ ~ " OF NORTH CAROLH~'A- -a-° PLATE W/ 6" ORIFICE 6° ORIFICE IN BAS{N WALL
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~ . ~ i ~ l ~ FII, P o ORIFICE DETAIL
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ti ~ ~ ~ _ _ - f + ~ ~ ~ ~ X891 s ~ , I - I ~ ~ ~ T ! ~ ~ I ~ ~ h~ ~ - 1'891 sf NOT TO SCALE \ D
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~ i. ~,3+ 0 1iICINITY MAP ~ ~ ~ ~ ~ ~ 15400 i _ _~s r -.16-H (S"
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RIPARIAN BUFFER ! ~ ~ ~ ~ r i ~ / i i M~EA UR FROM S ED o: ® ~ ~ ~ ~ ' ~ OUT-416.00' A LEVEL SPREADER
i O I PROPE TY 1{SC AS ~ A'TES t _ ~ ~ _ ~ ~ 1 ~ ,SOP 0~ BANIF - P.IFE INV - 413.0 / ~ IV w
O ~ i i ~ -'CREEK INV`= 414.0' ~ - ~ G:L, ~ ~ ' ~ ( !EACH SIDE) / j I ~ >'~~c
I ~ ~ / 1 - i I ~ I ~ ~ ~ i ~ ~ ~ y, , 'I ! / / ~ I . I GRASSED CHANNEL 3 4 ~ r PROPERTY OF PROGRESS w/ MANHOLE ACCESS (1`. Jl) 13'
- ~ ~ 1 ~ ~ ~ ° ~ I < < ~ i ~ / m ENERGY TOP-418,50 30 CURB AND G TIER
Q7 ` ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ - 'r ~ ~l IN-416,00 ~ ~ ~ i
i,,.~ i _ l ,o~~ ~ PROPERTY OF GAJkY W. ' , - - - j ~ I I ~ ~ ~ ~ WILL[Ah1S Y W ' I ~ 3' WIDE 3" LAYER OF q57 STONE ~ y a I OUT-416.40' ~
j ~ ~ j ( ~ ~ i ~ \ ~ 1 + ~ I I ; ~ ~ i TO BYPASS CHANNEL N 10' MIN. A 38' MIN.
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` i ~ ~ I ~ _ ~ / / .j ~ ~ 1 ~ _ f ~ 1 - - I j I ~ ~ ~ r, / / PLAN VIEW 30" CURB AND GUTTER
~ ~ ~ ' / ~ ~ CONSTRUCT FLAT EIEV 416.00
3' WIDE 3" LAYER OF q57 STONE WITH.GEOTEXTILE FABRIC LINER
® ,'MIN. I IIIIIII
PVI STA = 11+40,63 VIII GRASSED CHANNEL SECTION A-A
PVI ELEV = 442,71 IIIIII II
A,D, _ -7,17 K = 18,00 LEVEL SPREADER DETAIL VIII
LOW POINT ELEV = 427,18 NOf TO SCALE
N 129.03 VC LOW POINT STA = 13+91.83
450 N _ _ m _ _ - _ 1- _ IIIIIII
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- ~ - - 1. LEVEL SPREADER TO BE SODDED WHEN DRAINAGE AREA IS STABILIZED, J m z
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- - - - _ N ~i- ~ - - - - - - t© 2. JOHN A. EDWARDS & COMPANY TO INSPECT AND CERTIFY THAT LEVEL
h-- 01 SHEET SPREADER IS CONSTRUCTED TO MEET DESIGN STANDARDS.
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