20030386 Ver 1_Site Plan_20030331

TEMPORARY SEDIMENT TRAP TAB F i L
~ CULVERT DETAIL TABLE

o~ T LEFT TRAP DIMENSIONS RAP STATION
T STAT! N NGTH IA INV !N INV DUT SLOPE OUTLET PROTECTION TYPICAL RDADWA CULVER 0 LE D PIPE END FzD,q~~/l/AY SECTION STREET OR WEIR I I N BUFFERED STREAM # (FT) TYPICAL R PAR A RIGHT FT) FT) FT) LENGTH
SITE STREET TYPE STONE , ~ (FT) (FT) (IN) TREATMENT (Fl) (FT) (q) FT FT FT CLASS 7O R R W 70
( ) NEUSE RIVER
SR 1704 1 MURPHY ROAD 0+22 52 18 RCP FES BOTH ENDS 296.86 295.90 1,83 9 6 2 B 70' 1 PARKWAY 11 +30 RIGHT 49 24.5 0, 50 6 To'
--I RIGHT OF WAY 2 NEUSE RIVER PARKWAY 28+83 84 24 RCP FES INLET END 241.14 232.32 10,8 24 14 2 1 I --I RIGHT OF WAY ~ o• 2 NEUSE RIVER 28 14 0,50 4
ENDWALL OUTLET END i ~ o" ao.o' PAVEMEN? SNOUIDER ao.o' PAVEMENT s' o• s' o" ~ o PARKWAY 11 +30 LEFT SHWIDE DITCH DITCH
3 NEUS£ RIVER PARKWAY 34+21 132 30 RCP FES BOTH ENDS 207,67 200.08 5.75 30 175 2 1 ,µ~~FT V''/Ft. i/~"/vT. NEUSE RIVER
H A A !N T N 1 1 4 1 ~T 4 NEUSE RIVER PARKWAY 36+40 128 36 RCP E DW LL LE E D 207 0 99.63 5 8 36 21 2 Mln s:, SLOPE T ~ ,~rX• 3 PARKWAY 11 +50 RIGHT 44 2 0.50 4 3
FES OUTLET END 8" COMPACTED ABC STOP B' COMPACTED ABC STONE AND 1' BOTTOM > ,/2" SUPERPAVE MIX SF-S.S
5&6 NEUSE RIVER PARKWAY 46+20 149 8X8 BOX HEADWALL INLET END 184,55 183.03 1.02 Mc. 3;, SLOPE ~ +/z" suPERPAK Mlz s I~~ T ENOWALL OUTLET END LOCAL RESIDENTIAL AND COLLET RESIDENTIAL AND COLLECTOR ROAD 4 NEUSE R/VER 11+5D PARKWAY LEFT 45 22.5 0,50 4
G CULVER ~A ~ 7 NEUSE RIVER PARKWAY 11+38 48 18 RCP FES BOTH ENDS ?95,26 295.00 0,50 6 4,5 9 A
~O s
tiF **NOTES*~` 7. PIPE LENGTH INCLUDES PIPE END TREATEMENT O'-6"~ i- 30' 20' S NEUSE RIVER P8+50 RIGHT 20' 30' PARKWAY 87 43,5 0.50 10
G,F ZONf ? ZONE 1 ZONE ?
2. SEE EROSION CONTROL DETAIL SHEET FOR NEUSE RIVER
SPECS N INLET ION 6 PARKWAY 28+50 CEFT 52 26 0.50 6
Zone ~ NEUSE RIVER
RIPARIAN 20' Limited horveel/10' Undisturbed 7 PARKWAY 33+15 RIGHT 53 26,5 0.50 6
B - A LIMITED AMOUNT OF HARVESTING rs ALLOWED rN THE OUTER 20 FEET OF
~ ~ ~ - - - ZONE 1. THE FIRST 10 ' OF ZONE i MUST REMAIN ESSENTlALL.Y UNDISTRRBED. B NEUSE RIVER 34+35 PARKWAY LEFT 31 15.5 0,50 4
1 ~ ~ ~ ~
~ ~ 2 4 5.8 -ZONE 2 IS AN ADDITIONAL 20' ON E1lHER SIDE OF THE STRF4M. ZONE 2 o MUST HAVE A DENSE PLANT COVER, FOR BOTH ZONES, 7HE LANDOWNER OR 9 NEUSE RIVER 37+10 27 13.5 0,50 4
4 ~ ~ _ i ~ ~ CARETAKER IS REQUIRED TO KEEP THE CAND UNDISTURBED AND REFRAIN FROM PARKWAY RIGHT USING FERTILIZER. NEW DEVELOPMENT 1S NOT ALLOWED IN EITHER ZONE.
~ 1
~ 1 H F 10 NEUSE RIVER 36+40 LEFT 27 13.5 0,50 4 PARKWAY
~ Ri 1 o Q A
1 " o ~ qyF ~ I i l NEUSE RIVER 45+90 44 22 0,50 4
~ ~ 'hF 4~y I PARKWAY RIGHT I
O C' 1 NEUSE RIVER 45+05
(L w~ ~ AIP~ ~ I 2 PARKWAY LEFT 35 17,5 0.50 4 5 R1AN I
~ 1.8 ~ BUF I L ~ - J qua n - ~ I NEUSf RIVER
1 3 ~ . 4 G~ o ` 13 PARKWAY 47+50 RIGHT 24 12.0 0.50 4
1 ~
1 ~ ~
~ ~ 1 14 NEUSE RIVER 41+25 LEFT 24 12.0 0,50 4 ~ PARKWAY
~ ~ ~
~ ~ 1 ~ 1
~ , I
~ ~ ~ ~ ~ ~ SILT ENCE I
1 ~ a
~ ` ~ I 198,6 D
~ CONSTRUCTION ~ I ENTRANCE LF}fL I ie `DER
I ~
I I a ~ `
I ~
I 18.8
I ~ ~ o 298.5
r ~
i I
ro ~ ro
I ' 'a 1 ~
~ 301.5 ~ 1 Z
p 1 N
/ s. \ 0 to ~ ~ ~ n
' J . ~J \
I 1 X95.7
a ~
B o I
/ _ \ ~ 1
~ I 1
~ ` I
307.0 SILT (ENCE I ~ ~ \ ~
/a o 1
302. ~ I ER \ \ .
ti sp' LEVFL R /E ~ BUfYER
~ ~ ~ i L~ApER A'S Ell
~ 1 I 256. ~,,E I 0
I ~ I I 1
I
1 ~ I
/ \ „ I 253.4
i I ~ ° \ ~
1 ~ , ~ D~ ~ ~ MPACT /f I
i 1 I
I ~ 1 i ~ I
I ~ I I ~ 1
~ j I I ~ 248.9 ~ I I
° ~ I 1 I
i ~ ~ I I
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i ~ 1 , ~ ~
i I (g
~o ~ I 1 I ~ LEVEL SPRF.~?DER TABLE ~ p
vvvavv ~ CONSTRUCTION SEQUENCE FOR STREAM CROSSING Z LEVEL LEFT DIMENSIONS d
D \ SPREADER STATION STREET OR ENTRANCE DEPTH END LEN TN Z ~
~ 7. INSTALL TEMPORARY SEDIMENT TRAPS, LEVEL SPREADERS AND SILT FF_NCING ADJACENT TO ACENT TO STREAM CROSSING. TRAPS AND LEVEL ~ R1cHr wiDTH w~DTH G 0
~ rra a urw , ~ SPREADERS MUST BE OUTSIDE OF 50 RIPARIAN BUFFER. Fr r ~ O (F) (FT) (FT)
ar ~ ` 1 NfUSE RAVER 28+70 LEFT 16 0.5 3 20
2. ROUGH GRADE AND ESTABLISH SITE OUTSIDE RIPARIAN AREA. PARKWgY
®
e ` 3. USING SANDBAGS AND PLASTIC SHEETJNG DIVERT CREEK TO INSTALL CULVERT ~5. 2 NEUSE RivER 34+75 LEFT 16 0.5 3 20 ~ PARKWAY
~ ~ a ~ alut ~cnoR 3 NEUSE RIVER 35+75 LEFT 24 OJ 3 JO PARKWgY
0 4. DIVERT CREEK THROUGH CULVERT #5 AND INSTALL CULVERT ~6.
m ~ nraMr r~raaM ~
W ` 5. AFTER THE INSTALLATION OF EACH CULVERT AND BEFORE BEGINNING THE NEXT, PLACE THE PLACE THE APPROPRATE INLET AND OUTLET 4 NEUSE RIVER 45+so R1cHr ,0 0.5 3 10 PARKWAY
J ~ "'~'~"A01" ` P T T I IM NT FROM Q PROTECTION AND SILT FENCE THE TOE OF THE SL 0 E D PREVEN EROS ON SED E 3 SENT FROM ENTERING INTO THE CREEK.
a mra~llr aaawlc~al ~ 5 NEUSf RlVfR 45+10 LEfT 10 0.5 3 10 PARKWAY
a AND PLASTIC SENDING ALL FLOW THROUGH THE CULVERTS. ~ 6. REMOVE SANDBAGS ,
a ro ~ ~wrl? aarrrM ~ 6 NEUSE RIVER q7+25 R10HT 10 0.5 3 f0
°0 7. ENSURE THAT SILT FENCING HAS BEEN INSTALLED DOWN SLOPE FROM ALL DISTURBED ARE. IRBED AREA INSIDE THE BUFFER. PARKWgY
~ ~ Drat ow 7 NEUSE RIVER 47+35 LEFT 10 0.5 3 10
Y 8. FINALLY SEED AND MULCH SLOPES AND ALL DISTUUBED AREAS. J PARKWAY
~ _ _NII n~.. f1RdWAl RV~
(,Llt IV I: rnvUL L, I:
42 REV. NO. REVISION DESCRIPTION DATE t NGINt t K c . 42 AWH )Nj RLS REBECCA D. FLOWERS NE USE RI VER PA RK WA Y
~tsSSl DENNIS RA Y 1 CKMON, L p ENGINEER:
a 8M s LAND SURVEYING • ENGINEERING • LAND DEVELOPMENT CONSULTING INSULTING o MAPPING I EXTENSION
o = 21094
DArf; 1023C WEST MARKET STREET - PO BOX 14 BOX 140 1 SHEET TITLE: EROSION CONTROL SITE L HORIZONTAL SCA'c":
yo GIN Q,, ,
i SMITHFIELD NC 27577 PHONE. [phone]~ N+nnrrr~ Z d3 934-3490 ~ VERTICAL SCALE: DATE.' DWG SHEET. 1 "=120' N/A 03124/03 03-08 1 of 3