20081015 Ver 1_Site Plan_20080905

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PROPOSED IMPERMOUS AREA BY LOT
x�
...... % LOT NUMBER PROPOSED IMPERVIOUS (SF)
f
5099
2
C0okat 5083
7
v, Henr L.,�
....X, . ­� i � ­_.­_ . : ., , ­7'��,,�., '.1 1- ...­­ I ;'if : t f i , / i i : � f : -- . _­­I—. . 1 1 v .
��6ffdoa�'. Jane 8
3853
PERE
&'Ch I T I Cdc4ls. 1 j 3
0
c 5094
-Trustees
Qe#d
E�. 4
5 4007
6 5139
J
1 4275
-7
BUtIALOE PRESENVE LLP,
8 3861
49 7
it''A' V
D. �43,0_
'PIN,� �,16
. ..... Pg, 2
7
0.0 RdC 1�
. ... ... 3543
18.82;
10 3890
PR 5239
G
0-5� 1�68
.8. 12,
rlu TV 0.4
�Am
P ?E
998' PG.f; 2414
162
12 4867
-6k.b . ............ CONN
E
StIN
. ........... z
.7 . .... ........ 14 4514
....... 15 5357
"0
4428
4447
4574
19
Y_
4519
20
21 4354
7
....... 22 4524
23 4512
L
4542
24
25 4484
--BUF -'PRESEF C
26 4455
441 AC -------
ZL i .. ALOE mg L
).B. 2 27 4478
28 4425
P
29 4446
30 4553
FIER,
6.
31 4441
�,$17EAM
... .................... 4430
32
33 4511
LIM- 34
4470
4471
TE 1 20(.44, AC.�
36
35 4511
37 5386
..... BAN
............. 38 4508
............... 39 4472
5490
42 4528
43 4411
44 4379
41
402
40
m
45 443
4436
T.
LG A
46
4443
47
13UFFALOE PR
48 4454
. ...............
5932
PG 248
-lJ.B-.. 12998 50 4388
20.44 AC.. 49
Oft" 1629- 1 6 :1 51 4254
52 5998
53 4243
T ......
-OF
.............. 54 4713
55 5540
f
.....................
4575
56
.......... 57 4414
..........
.......... .......
58 5535
5359
'601.3'A6 ..................... ...
.......... 59
5380
60
.............
...........
..............
ity.of Roh
61 5487
.... ......
-224
62 5333
..........
63 5201
7.
... .........
.... .............................. ...
64 4867
65 5051
66 4045
�66wn,-p
ot !;Croek rioll
Oro.,
67 4956
GRAPHIC SCALIE PHASE 1 68 4337-
69 4168
200 0 100 200 400 aw 1"=200' 70 4467
71 4414
m mi 6mmi i 72 4516
73
4482
74 4933
75 4549
1 inch 200 ft. 76 4146
77 4227
78 4270
19 4268
'Bafal jarid 8� Cocks
5139
...........
Henry L
80
T
81
4249
..........
'20
8302 P
82 5051
83 4670
Tii PfN 84 4787
ARTERMITTEN 5 t: M 420-436 6
INt 85 5054
--TO—.934
POOL AREA
. .. ... ...... MAX ALLOWABLE AVERAGE IMPERVIOUS PER LOT IS 5,950 SF,
50' 4USE
PROPOSED AVERAGE IMPERVIOUS PER LOT IS ±4641 SF.
UFFER
`25
'30' TUR ON
_EC
ITSEE STORM WATER MANAGEMENT PLAN CALCULATIONS
EiTA N­­ -ER---ZON
81-0" 6.0"
------------------
21Y-0"
PAVE
eta I i SHOULDER MENT
DITCH
SLOPE
I FT.14"
I FT.
SLOPE
ifiiir t
RESIDENTIAL COLLECTOR ROAD
1-4 SLOPE
BOM 1106, PG1 91
O�
LEVEL 2:1
S CT 1\(, PH 11
TURNER FARMS 0'-6"
E
5
ROLLING 2:1 HILLY 1-1/2:1
BC OR ABC
-SECTION-SHOULDER SECTION
CROSS
Note: Centerline of Swift
Creek is property line.
'loll
...........
ek RIGHT OF WAY
DITCH SHOULDER PAVEMENT SHOULDE DITCH
E
CL
SITE DATA TABLE
PROJECT. GLENCREEK SUBDIVISION
V/FT
)14-/FT i 147/FT -r-\1-/FT PREPARER'S N AME: ADVANCED CIVIL DESIG INC.
----------------- . .. ..... RCJ:i�;'-2 *SLOPE 4:1 *SLOPE AREA OF TR kCT. .
—18-5682
------- ----
PIN NUMBER: 1628
OD D.B.. PG. 2411
ZONING: R-30
RESIDENTIAL COLLECTOR ROAD
EXISTING LAND USE:
VACANT
PROPOSED LAND USE: SINGLE FAMILY HOMES
0
CL PROPOSED LOTS:
-ZONE
*TERRAIN MAX SLOPE 85
ch
LI OF ROAD: 8907'
LEVEL 2:1
04 ROLLING 2:1
HILLY 1-1/2:1
ild
W ...... ...........
CROSS—SECTION—SHOULDER 2 DITCH S
ECTION
CA
OLINA
04
0
C .......... SITE PLAN
h
9
FOR
:3
D.
B _1 2 P NOIES:
WAKE COUNTY GIS, CONTOURS WITHIN THE
1. CONTOURS OUTSIDE
PROPOSED R/W PROVIDED BY FIELD SURVEY.
..........
...............
04 07-275 IN WAKE COUNTY DATED DECEMBER 11, 2007.
2. STREAM DETERMINATION PROVIDED BY AGRI—WASTE TECHNOLOGY, INC. WITH NCDWQ # NBRRO
SUBDIVISION
z
.............
3. SEE THE ATTACHED CONSTRUCTION DRAWINGS FOR THE EROSION CONTROL PLAN. DITCH AND PLAN PREPARED BY-
......... .........
ti h
....................
... ....... .........
CHANNEL LOCATIONS FOR PHASE 1 OF THE SUBDIVISION. A R 0
0 .....
. ........
...........
CALCULATIONS. 51 Kilmayne Drive
...... 5. CHANNEL FLOW CAR
4. SEE ATTACHED STORMWATER MANAGEMENT PLAN REPORT FOR PROPOSED IMPERVIOUS RIES MOSTLY UP STREAM DRAINAGE NTH MINIMAL PROPOSED IMPERVIOUS
:�;z Suite 203
INCLUDED IN EACH DRAINAGE AREA* DIFFUSE FLOW REQUIREMENTS ARE NOT NEEDED AT THE END Know what's below. se PL
OF EACH CHANNEL. AM AA Cary, North Carolina 27511
z . zz
z 6. THE LEVEL SPREADER PROVIDES DIFFUSE FLOW FOR STORMWATER LEAVING THE PROPOSED Uall before you dig. . # ADVANCED ph 919.481.6290
N RKING AREA, SEE SHEET 4 1-0 :z,
PHASE2 CIVI L DESIGN fax [phone]
1"=200' EL 0 IM ecl
SCALE: 1" 200'
DATE: SEPTEMBER 4, 2008 SHEET 2 / 4

LOT 6 -
,
'
,
f - -
.•
LIMITS OF '
DIISTURBANCE
,
J T
100:, / 50' GAS EASEMEN _.-
�QQ RCOD—z 1�'EAM 9
UFFE
ING STREAM BED
I 00,
5
so
/
ENO
t SpN m s r'p INTERMITTENT;
sa, % � _- c E ', •qL r ,�, G.nF 2 STREAM '
NEUSE RIVER BUFFER
-, ZONE-2 DISTURBANCEZ ti
PROPOSED / -
,Y r HEAD WALL
a% 50' ADDITIONAL; RCOD'-2
STREAM BUFFER 3O ZONE 1 o s��
NEUSE RIVER o / "
y`EUSE,`RIVER ;
BUFFER BUFFER a t L ti
INTERMITTENT STREAM TOP 0
WEST BANK ,
OOP
I
NEUSE RIVER BUFFER �` ''`�
s5s��� , � �► ------------ Note: Creek locgtion shown
ZONE 1 DISTURBANCE per field; survey;along west
, � '' � >�^k,�S��t ,, i `r t' ® '"�`- ..r.,. %- - __ •j '/� top of banks. ;
�,�Gj// 50' NEU E R BIER BUFFERloop '" ,
ate` 3fr ® LOT 8 ---
1
NEUSE RIVER BUFFER
ZONE 2 DISTURBANCE LIMITS- OF
DISTURBANCE /
I ' �..
t ------
NEUSE RIVER: BUFFER ZONE 2,
�
r k: 54 L;U�VER ---
DISTURBANCE,
xL�. NEUSE,RIVER 'BUFFER',
-
± -__ ---------------------------
ZONE t, DISTU"ANCE '
BtJ1=PER ENCROACHMENT
s` ` 1 =20
PROPaSEO --------
END LO�f 9 WA1 I_
PROPOSED 121P ------
X RAP',OUTLET \ — — NOTES:
3 yyz " s PROTECTION 1. CONTOURS OUTSIDE R/W PER WAKE COUNTY WAKE COUNTY GIS, CONTOURS WITHIN THE PROPOSED
yr ."
R/W PROVIDED BY FIELD SURVEY.
2. STREAM DETERMINATION PROVIDED BY AGRI—WASTE TECHNOLOGY, INC. WITH NCDWO # NBRRO 07-275
----------------
<, IN WAKE COUNTY DATED DECEMBER 11, 2007.
3. SEE THE ATTACHED CONSTRUCTION DRAWINGS FOR THE EROSION CONTROL PLAN, DITCH AND CHANNEL
% \ ' ` LOCATIONS FOR PHASE 1 OF THE SUBDIVISION.
4. SEE ATTACHED STORMWATER MANAGEMENT PLAN REPORT FOR PROPOSED IMPERVIOUS CALCULATIONS.
lt' rn 5. ALL FILL INSIDE THE BUFFER IS AT A 3:1 SLOPE AND VEGATATION TO BE RESTORED TO
' ------
i ---------------------------------
_ PRECONSTRUC110N CONDITIONS.
EX+STIKG TOP 6. ROADSIDE DITCHES APPROACHING THE STREAM CROSSING WILL BE RELEASED AT THE EDGE OF THE
100' RCC?D-2 STREAM BUFFER.
OF,, 7. ALL PROPOSED GRADES ARE AT MOST A 3:1 SLOPE UNLESS OTHERWISE NOTED.
------—--- ------- -------—— - ---
JALRCOD-2
/ D1T10
50' AO UF,FER
zflc1E STEAM B STREAM CROSSING INFORMATION
RIVER NEUSE RIVER ZONE 1 BUFFER DISTURBED
� `� ti E '► NEUSE _ __ - -` -
6754 SF
N ZON R
NEUSE RIVER ZONE 2 BUFFER DISTURBED 2118 SF
NEUSE RIVE AREA OF CREEK DISTURBED 1467 SF
FER --------------.._-___ EAST SIDE RCOD-2 BUFFER DISTURBED 6$93 SF
------
WEST SIDE ROOD-2 BUFFER DISTURBED 7719 SF
' 5 ------- -- TOTAL RCOD-2 RIVER BUFFER DISTURBED 14612 SF
2� LINEAR FEET OF STREAM DISTURBED 140'
�' ,�
l ; -=---"' c U ENCRO CUM NT
--= NEUSE RIVER ZONE 1 BUFFER DISTURBED 0 SF
/' , .-- -- - NEUSE RIVER ZONE 2 BUFFER DISTURBED 303 SF
AREA OF CREEK DISTURBED N/A
/ - TOTAL NEUSE RIVER BUFFER DISTURBED 303 SF
LINEAR FEET OF STREAM DISTURBED N/A
TOTAL DISTURBANCE
NEUSE RIVER ZONE 1 BUFFER DISTURBED 6754 SF
NEUSE RIVER ZONE 2 BUFFER DISTURBED 2421 SF
E l - AREA OF CREEK DISTURBED 1467 SF
co I O TOTAL NEUSE RIVER BUFFER DISTURBED 9175 SF
`� 1FfiR TOTAL BUFFER DISTURBED 14915 SF
1 ,
icy ; C,OQ '2
tREP� Bu LINEAR FEET OF STREAM DISTURBED 140'
tOfl R \
o INTERMITTENT
co
SJ'REAM TOP OF
' L WEST BANK
o
a ZON��jOiy
GRAPHIC SCALE
I r' 4,
20 0 10 20 40 e0
W
N I '
------ -- ----
v° QRpP ----- ( IN FEET )
LOT 12 __ 1 inch = 20 Yt WAKE COUNTY, NORTH CAROLINA
STREAM CROSSING
� PLAN VIEW STREAM CROSSING
(BUFFER ENCROACHMENT
1"=20' FOR
70' \�llt l l l ow
NSE
CA�' �'!268.2' 5S% '�� 'aPROPOSED ROAD TOP OF HEAD WALL = 264 9t' PLAN PREPARED BY:
o TOP OF HEAD WALL = 262 = 1
� ;• �. ,� 51 Kllmayne Drive
rn
j RIP RAP OUTLET '' a \\ Cary, North Carolina 27511
EL PROTECTION 256.9' PROPOSED 54" CULVERT AT 1.6� 258' EXISTING STREAM CHANNEL
t� STREAM CHANNEL
i�i ®C+ o•��\`� Suite 203
�/ �'AEL J• \� ar
Z EXISTING ;. 1 •V ADVANCED CE ph 919.481.6290
t� 1 ra° , now hafs . '' fax [phone]
t PROPOSED CULVERT IS PLACED 1.0 BELOW EXISTING CIVIL D E S I G N
o GRADE TO ALLOW AQUATIC LIFE PASSAGE. Cal I before you dig.
I NATURALLYMATERIAL INRBOTTOM OF PIPE STREAM CROSS SECTION
��=�®B SCALE: 1" = 20'5-1 ,/
DATE: SEPTEMBER 4, 2008 d SHEET

------- 00/-000"
de
00
---------- ---- _
ys,F� ®- ------- -
Ile
------------
h DA a 0.50 ACRES
/ - ------
,� -------
µ
---- -- ----- - \ ---- --- - - �Q5 /
PiZOi�OSEt3------------ -- / x
--_ POOL
04
��/ — - �/
op
30-
PROPOSED AIi� 2:1 TO 3:1 GRAPHIC SCALE
® CHANNEL CH3 ` \ CURB SLOPE
R; / ao o 10 ao ao sa
® CUT i
IN FEET )
_
1 inch = 20 fL
" //
FOREBAY ! / NOTES:
atv� PROPOSED 123 SF - / 1. CONTOURS OUTSIDER W PER WAKE COUNTY WAKE COUNTY GIS,
. ®2 CONCRETE LIP `�" - � '�'S• _ ,fNTERMITI'ENT STREAM �` /
/ sU� �''� ' qLF -"" TOP OF WEST BANK CONTOURS WITHIN THE PROPOSED R/1N PROVIDED BY FIELD SURVEY.
FF 2. STREAM DETERMINATION PROVIDED BY AGRI—WASTE TECHNOLOGY,
INC. WITH Q 1 NBRRO 07-2 5 WAKE COUNTY DATED
co, �- DECEMBER N 1O 2007. 7 N
3. SEE THE ATTACHED CONSTRUCTION DRAWINGS FOR THE EROSION
/ CONTROL PLAN, DITCH AND CHANNEL LOCATIONS FOR PHASE 1 OF
/ THE SUBDIVISION.
p / 4. SEE ATTACHED STORMWATER MANAGEMENT PLAN REPORT FOR
PROPOSED IMPERVIOUS CALCULATIONS.
/ 10: 5. ALL PROPOSED GRADES ARE AT A 3:T 1 SLOPE U NLESS
OTHERWISE NOTED.
PROPOSED LEVEL SPREADER CALCULATIONS /
DRAINAGE AREA = 0.50 ACRES /
PROPOSED C = 0.8 /
110yr = 7.08 IN/HR / _
Q 1 IN/HR = CIA = 0.8*1*0.50 = 0.400 CFS / Note: ,, Creek Location,,'
Q 10YR = CIA = 0.8*7.08*0.50 = 2.832 CFS
FOREBAY SURFACE AREA = 0.2% AREA = 43.56 SF i shown per field survey
along west 'top of hanks. '
USE 123 SF s .�
LEVEL SPREADER LENGTH (DENSE VEGETATION 1CFS = 13') _______________
13*2.832 = 36.8' / �•
USE 37' _
;S IF 10 YR EVENT IS PASEO THROUGH THE LEVEL SPREADER A -
E HIGH FLOW BYPASS SYSTEM IS NOT NEEDED THROUGH THE
RIPARIAN BUFFER,
POOUCLUBHOUSE AREA
M 1"=50*
N
1
O
N
NOTE:
''E FIRST 10' OF THE FILTER STRIP DOWNSLOPE OF STANDARD CONCRETE 18"
O THE LEVEL SPREADER IS NOT RECOMMENDED TO CURB AND GUTTER (SPILL)
0 EXCCEED 4 PERCENT SLOPE. FLOW
CONCRETE LEVEL
mr SPREADER LIP
PNO
3" LAYER OF #57 STONE C�- INFLUENT
cn 6'• CL w F0 S� SpRE Pp STORMWATER TO LEVEL
RIPARIAN BUFFER V o z �vE� SPREADER
c Y4"/FT a <t z — �E PIPE OR DITCH
�1 c�LOp WAKE COUNTY, NORTH CARQUNA
Lj
•c •• - �.�� " ,-�Gt-t FROM DIVERSION
0 4:' �°' ° Know what®s below.
olrc LEVEL SPREADER
_a EXISTING GGN RADE SLOPE H
a � l before you dig.
3 FT WIDE STRIP ®R 0
OF FILTER FABRIC 18" 12 ! 36 ARMOR MAY BE NEEDED o 1 FTGLENCREEK
1 TO PREVENT SCOUR
0 2 FT
3" PERFORATED UNDERDRAIN TO SUBDIVISION
Z DRAIN AT THE EDGE OF RIPARIAN G
I BUFFER 6 c� THE FOREBAY TO BE LINED WITH CLASS B ��\�c1PtR o
PLAN PREPARED .
o MAINTENANCE AN CE RIPRAP TO DISSIPATE ENERGY. \�� `r.
Q
INSPECT THE LEVEL SPREADER AFTER EVERY RAINFALL UNTIL VEGETATION IS ESTABUSHEO
rn AND PROPERLY MAKE ANY NEEDED REPAIRS. AFTER THE AREA HAS BEEN STABILIZED, NOTE: ���- '"tGSsf off' 51 Kilmayui Drive
MAKE PERIODIC INSPECTIONS AND KEEP VEGETATION IN A HEALTHY, VIGOROUS CONDITION. FOREBAY IS AN EXCAVATED, BOWL SHAPED FEATURE THAT SLOWS ` �°�� y
Suite 203
STORMWATER AND ALLOWS SEDIMENT AND DEBRIS TO SETTLE OUT 3E1& ° Cary, North Carolina27511
AND SHOULD BE DESIGNED SO THAT ITS SURFACE AREA IS 0.2% �Ci, , ADVANCED ph 919.481.629 90
o OF THE CONTRIBUTING AREA'S IMPERVIOUS SURFACE. ��i FNGIi��• �� CIVIL DESIGN fax [phone]
o 911AE1.y a\�����
O .�
I STANDARD LEVEL SPREADER (CROSS SECTION) N.T.S. FOREBAY FOR LEVEL SPREADER N.T.S.
SCALE: 1" = 20'
SHEET
5-1 DATE. SEPTEMBER 4, 2008 ®®
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w t;• r- 1 ( '- % , rI r- %'t' 5¢ '\ -_ k%-" --_ f: % - / ? /``% L CONTOURS OUTSIDER W PER WAKE COUNTY Gi5, CONTOURS 119 e ZZ
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' `' 87 OE TE TECHNOLOGY SOILS (CM S01 s / IN°°,',P,�~
l 1/ 'i i ; `o ` >'' INC. WITH NCD N RRO 7- 7 IN WAK;'/';i��r t`\ ' ,58 -_ - " WO # B Q 2 5 E COUNTY DATED WAKE COUNTY MAPPING ®fi,CHAE4 a` �`
v r / i, /'` _ , :; ----- DECEMBER ti, 2007. * s°e
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64 �' �' 11 - '!� t WAKE COUNTY, NORTH CAROUNA
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o // _ r ` _,_ -_--:`- - f"" , " ` f \' / _ PROJECT: GLENCREEK SUBDIVISION OR
\ -- ` _ - + ' ' t PREPARERS NAME: ADVANCED CIVIL DESIGN INC. ®
5 �� / y ' -- 3 �)`,KASI�EY'BRANG4' City'Q ,Rialei9'h'\`\,' `` I i (� r i' I AREA OF TRACT _ 1
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4 <' _ _�'� _ '\ '/` % , PHASE 1 LINEAR FEET OF ROAD: 5050
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18+00 17+00 16+00 15+00 14+00 13+00 12+00 _� 11+00 10+00 9+00 8+00 180.00' VC 5+00 4400 3+00 N a 2+00 1+00 0+00
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ccn �" 20' V 1. CONTOURS OUTSIDE R/W PER WAKE COUNTY GIS, CONTOURS CaLE �iREEK �C IL
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W SCALE: 1"=60' H
NOTE: WAKE COUNTY, NORTH caRouNA
_ 1. CONTOURS OUTSIDE R/W PER WAKE COUNTY GIS, CONTOURS ��� (� ��
1"-20' V SUPPLY LINE TO PUMP UNDER ALLUVIAL F1000 PRONE SOILS (CM SOILS) WITHIN THE PROPOSED R/W PROVIDED BY FIELD SURVEY.
39 ROAD FOR LOT #2 PER WAKE COUNTY MAPPING 2. STREAM DETERMINATION PROVIDED BY AGRI-WASTE PHASE 1 PLAN AND PROFILE
Iq TECHNOLOGY, INC. WITH NCDWQ # NBRRO 07-275 IN WAKE FOR
ri COUNTY DATED OECEMBER 11, 2007.
v 3. SEE SHEET 6 FOR CULVERT INFORMATION
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m PIN: 1628-18-5682
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SCALE: 1"=60' H
340 ____-_ _ � v
4
HIGH POINT ELEV = 282.5 P6 - ------ ----__._ ___ --.---. -- 340
HIGH POINT TA = 39+00 W POINT STA = 34+92.5 PM STA 33+00
PVI STA 39+00 PVI STA 35+00 PVI ELEV = 275.56
IGH POINT EV = 262.3 = - - - -— ---- - = -3 0000----LOW POINT ELEV = 260.15 A.D. = 8.5000 K = 3 .0000
HIGH POINT TA = 49+50 LO POINT STA = 47+05.$6 PVI STA 44+00 A.D. = 9.0000 K = 3D.0000
320 PVI STA 49+50 RVI STA _ 5 PVI ELEV = 263.06 K = 301.000090.0 VC i
PM ELEV • 270. VC -- --- __ --255 -VC - '
A.D. = 2.0000 PVI ELEV 260.00 K = 310000 320
K = 2 .9998 A.D. _ .0000
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264.75
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SCALE: 1"=60' H NOTE:
1"=20' V WAKE COUNTY, NORTH CAROLINA
z 1. CONTOURS OUTSIDE R/W PER WAKE COUNTY GIS, CONTOURS
a ALLUVIAL FLOOD PRONE SOILS (CM SOILS) WITHIN THE PROPOSED R/W PROVIDED BY FIELD SURVEY. GL ENCREEK TRAIL
rn
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V
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Know whars below.i inch = 60 ft. � .,,
SCALE: 1" = 60° SHEET
DATE: JULY 29, 2008 5 / 1U
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CULVERT DESIGN TABLE
25 Yr Design Stonn=6.6"(SCS 24-hr) '100 Yr Design Stonxi=8.2"(SCS 24hr) n= 0.013 "_" - __ ___. _ _ " _ _ -` -
,I I' r ! f r /' /
Ditch Entering Total Total Cap. ;
- - -----
Length th /
r
r '
° Flowin
St c. Sta. Year Culvert with Drama a We( hted Des ll>a. In Slope/o Vel 9 Status " `' - -
ru 9 5. Q ft. r , i r ( - -
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Index Storm corresponding Q(cfs}Area(AC) CN CFS Full '-'''' ` _-
r ,
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,
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C1 HWO 3+50 25 D1 =21954 1.21 , 62 2.95
40,00 18 I:000% 5.95 10.51 OK \ - ``,\ \ ` \ \ ,- ( /" /^, t ,
\ / /
, _
+ 25 D3-7:874 3:3 58 787 \' •\``\ ;
C2 HWO ? 50 - • ' - • , ----) \ \'. /` ------ --
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40.00 1$ L000% 5.95 10.51 K
r 25 D4-6:295 2.91 5$ 630. _ -- - 1 ' ',` \ I. -
C3 HWO 10 50
40.00 18 10 3%: 5.95 10.51 OK __- - _ :� , _
) v �`
C4 HWO 14+53 25 tJ5= 5:916 2,01 60 592 " - _ --_-_
,' vim \ _ r `r 4, ---_-_
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40.00 18 1:Oi) I 5.95 10.51 OK - _ ______ - t v "" e} i \I.I,'m_,�-N,__��,�-
25 D6= 17,43 10 66 56 20.84 / - --__ _ _ - \" / t `v ,r __ _-- _ % ( -
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CS HWO 17+25 __ ____ -, _ �� -` �
D8=3906 1.85' 61' - - ------------ --- -
40,00 , , 30' T:000% 8.36 41.04 OK v
_
' ` ' I ' ----- ! � , -
--
_
CS HWU 17+25 100 D6=28.16 10.60 56' 33`.3S _""_"__---
t _; :\ f
r
r r /
_
t '
D8=5.186 1.85 61 40.00 30 1:000% 8.36 41.04 OK { . . _r _ ___ ----_- ___- -
r •
r ,
_
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25 D10=2.91 0.96 65' 2.91 f , > , i " -`"" --- - "._-.._ \ - -
C6 HWO 24 46.2 ' \ , t
` r { 't r
40:00 18 hOQO% 5.95 10.51 OK "" _ `
�:N - _",
\ 4 _\ ----
C7 HWO 28+70 25 Q=75.29 00.06 ,55 75.39 ,lt, _ _ "_ --___ __-_--"_ _
70,00 42. 160t1°fo 13.23 127.33 OK \ �t - --- _-. -_ / ; ' x
C7 HWO 28+7U 100 Q=124.t7 60.06 55 i2#.65 \ `'� . - _ _.. i --- � f t, -ti
70.00 42 1:600/° 13.23 127,33 OK _"-- __- - - t \
C8 HWO 34�91.38 25 Di6= 13.05 7.98 56 15.55 -- -____-- / _ t \
2 1.300% 8.21 25.81 OK _---- ----- -- 't
D18 2:495 1.33 63 46.04: 4 .___-- r' /" _
+ 100 D16 21:08. 7.98 56 24,82 ------ _ r` _ ,` "- �
C8 HWU 34 . - - - r t
a
8.21 25.81 OK 1. ° ti /24 300 /�a .00 �,'
D 8-3. 9 i, - ,'
---
C9 HWO 42+95 25 D21 =2.0.93 0,29 86 2,31 t/ ---' - - _ -
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- r` i' Q.
4U.OU 18 i:000/0 5.95 10.51 OK -------- f t 1 _-_. _ \� -- -\ _ __ t -% t`
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CIO HWO 45+85.9 25 D23=3.742 1:6 61 4.92 \ `f `/ ' '" ` -'- - t
D23= 1.174 0.59 62 40.U0 I8 1.000/a 5.95 10.51 OK J :;. .\ I \
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00 i; ._,- �Cr' ��- \`, _ i / -- ~ ""„- - _ -- ( - (CM SOILS) PER WAKE COUNTY
1v '`,`, ,\ i� , _ MAPPING
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'; �; DITCH DESIGN TABLE
No /` /" - ' '' '" DITCH DRAINAGE AREA AC DISTURBED AREA AC Q cfs TC min SLOPE
,,'� �� ' , ,ems - - `'' X )
_ t� � f` D1 1.21 0.26 2.177 21.3 4.67P. GRAPHIC SCALE
i ;r ' ' ,v �� �� , D2 0.31
a ,-. ,v, + ,�, ( , , v t ( ; , , 0.31 1.871 5 4.50%
\, ( , - - _ 'a i k ' D3 3.30 0.29 5.594 19.60 7.24% 200 o too zoo aoo aoo
a `',',\'\: ` ( _` - - '+ D4 2.91 0.2 4.191 20.40 2.75%
\ f` ;
\'';, , { ' 05 2.01 0.30 3.253 29.10 4.50%
- h, .`� '> ' . , t t ; J - City of Raleigh \ D6 10.66 29.1 2.7\ 3 c 0.2t 11.97 0 0 ( IN FEET )
- -- -- j _ 601 A {geed) D7 0. 2 0.22 1.327 5 3.60% -
W __ _ -- __ ) `) , ) ; ; `I ' ; ' I ' , D.B. 12224, Pg. 149 ' `` OS 1 27.90 2.059� 1 inch - 200 ft.
` .62 0.29 2.477
\ _ _ - 11 ! - ,) PIN: 1628-25-9668 D9 0.27 0.27 1.629
__ ,;` //'_^ -- D10 1.22 0.35 2.171 25.20 3.19% now uvhat's
1 ______ ____ '/, , ; D11 0.25 0.25 1.509 5.90 3.587
"',r, 012 0.33 0.24 1.644 5 4.00% o ®re 0 .
---- - ------- -- ,�_- �1 ` \ ,} D13 0.27 0.27 1.629 5.20 3.80%
® ---___ _ -` --- CH EL DESIGN TABLE
D14 0.48 0.18 1.268 15.20 1.50%
t - _ _ =- 015 0.08 0.08 0.483 5 1.70%
WAKE COUNTY, NORTH CAROLING
DRAINAGE DISTURBED AVG CURVE TIME(MIN) FLOW DESIGN
v -` CHANNEL AREA AC AREA AC NUMBER Q10 cfs INTERVAL TC (min) SLOPE Z(m1n b(min DEPTH':DEPTH Dt 6 7.98 fl.30 8.957 28A0 2.85%
z -" - E I® CG TROL
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o __ '`' \ r` CH2 3.31 0.30 5$ 4.767 3 20.20 3.9% 3:1 3.0
' 0.45' 1.0' D18 1.33 0.34 1.842 37.90 3.63% ®R
019 0.35 0.35 2.112 5.80 3.78%
o �'; CH3 2.96 0.3fl 58 4.263 3 21.Ofl 4.5% 3:1 3.0' D20 0.77 0.34 1.542 31.30 4.49%
O -'r 1 I - ` CH4 2.03 0.36 60 3.937 3 17.40 4.81% 3:1 3.0' ' 1. '
$ 1,, '- " - ,'' CH5 11.78 1.01 57 15.38 3 26.90 1.6% 4.1 5.0' 0.66' 1.0' D21 0.29 0.29 1.75q 5.80 4.25% .�„'
�' CH6 1.60 0.70 69 3.528 3 25.90 3.0% 3:1 3.0' 0.39' 1.0' : 022 0.27 0.27 1.629 5 2.447 PIN: 1628-18-5682
z CN7 10 94 1.36 59 3 4:1 4.0 0.56' 1.0' D23 1.60 0.29 2,733 21.80 2.50%
o CH8 2.25 0.80 66 4.385 3 1.027 3:1 3.0 0.42' 1.0' 024 0.17 0.17 1.026 5 2.45%
D25 0.59 0.14 0.860 30.70 2.29% \111111/// PLAN PREPARED 8Y:
M CH9 3.48 1.11 65 7.213 3 20.3fl 1.45% 3:1 3.0' 0.525' 1.0' ,��\l G A Q •/%`s
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- - - - _ - 'REQ'D`S.A: �F3 .F P R F- _ _ - 5'� E e s
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BAFFLES - 5 BAFFLES - 3 BAFFLES - 3 _ LE GTH
BAFFLES 3 BAFFLES 3
PHASE 1
1"=100' _LEGEND
CUSTS?M IIASIN 6 ^ - - --- �~ ---- -----
DRAINAGE AREA = 1.47 AC -___ ------, _ ®�®_®'® PROPOSED PROPERTY LINE
FLOW FROM 10 YR STORM Q=Q(D10)+Q(D11)
-2.171+1.509-3.68 CFS
'I
Q _ _ _ •'� '.� ';�- _- EXISTING PROPERLY L E
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WEIR LENGTH ft.) 10' - - .\` f�RO!'OSED'' 1�j96 $F 26 % 1 I -_
� ' Sft:fFENCI` ; LIMITS OF M PIP
BAFFLES 3 s- ; '1 bl _ PROPOSED STORM E
--- 27 �
'� ,DISTURBANCE
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- � L DITCH ,Ij2 -=-- '>�0.6'- - � �---� -O'� - O ,4,
AREA = 9.89 AG .� :� -ei M"'"' !ys' r4?t �',%
DRAINAGE � .�" -� _...--- ---;=�=� _ - tG'�' fit' rya, , END' WA ,
FLOW FROM 10 YR STORM 0=0(016)+ '-� „/� �p^Z"7J, ', �'---��--� TEMPORARY DIVERSION DITCH
Q(D17)+Q(D18)+Q(D19) /,' ` 31 - - ,=' - I ROT 6SEQ kIP
\ `�".3 --
RAP� T' r
4 + .11 =14.299 CFS :� E L I
Q=8.957+1.3$8+1.8 2 2 2 %y - _ _�;, ,��'�- 7' __-- SF TEMPORARY SILT FENCING
�� 7
*
1
_ AREA _fl
I A E
1 0 DR
AINAGE NAGS y w VOLUME $ 0 R U E `�
E 0 4L
/ '% CUSTOM~ 01'\ ;..�;; e---R -• .° - fl� -S`
_ - TEMPORARY EROSION
_ . TE 0 E
READ VOLUME = 17,802 CIF BASIN �- - -------------- �`-- - __
i 32 ;
_ C 0
EASEMENT;00^ D Q2 _ MANAGEMENT NT
R D S.A. - 435 S.F PER CFS � 2790 SF -
MA GEE
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OLU E _ -
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----� -- " ' -
TOP OF BERM 265 fl'
ra - 2 -- 'SQ NEUSE RfVEfF` -
_ 19' 1" - -
263 - - - -
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N i"° - - - �- - -
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E f 0 i�IR LENGTH - _
LE t. i ^WE G _ _ ,I COUNTY
9 _ - WAKE UN 3 \ ___ -___ - CM SOILS PER E CO
---- - - _- - - -
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ORAINAGE AREA 1.06 AC '4fl _ _____ - - _ -_ - -________-
FLOW FROM 10 YR STORM Q=Q D20 +Q D21 _ _ -- _ __--
37
Q=1.542+1.75=3.292 CFS ; \ , ' . _ - - - - ------
t10 - - - -------------- - -------_^
REQ 0 VOLUME 1$00 DRAINAGE AREA
c�
REQ 0 VOLUME - - -
- - - 1
0
PER -
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V ME 0 OE \ _ - _ E OLU
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tn _ - - -- -
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f 1
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---- Uall before you dig.
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BAFFLES 3 -
o - -- ---
o - - -
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-- - _ - ' GR
APHIC SCALE
�o
-------
CUSTOMBASIN �9 _
o0
o so too zoo +oo
WAKE COUNTY, NORTH CAROUNA
DRAINAGE AREA 2.63 AC ._- ----
z = = _ -_ ------ =-
z _ -- - - _ "= = "M 22 - - - __1 T R - 0 YR 0 Q-Q . "
F OW FR M 0 S - - _ - - EROSION
, g �g-
N - - -- - - - ®® e PLAN
Q D23 +Q o24 +Q fl25 - _ _
Se//��SR �s4.J
rs Q=1.629+2.733+1.026+0.86=6.248 CFS \ - -
( IN FEET ) FOR
o - -" NOTE:
o = 1 0 * DRAINAGE AREA ___ -_ ___ 1 inch = 100
o REQ D VOLUME $0 _ _ - - -_
_ 1. CONTOURS OUTSIDE R W PER WAKE COUNTY GIS, CONTOURS ft.
REQ'D VOLUME = 4,734 GF - _ ____ -- -
WITHIN THE PROPOSED R/W PROVIDED BY FIELD SURVEY.
- _ - _-- PHASE 1
v _ - _ - _ 2. STREAM DETERMINATION PROVIDED REQ D S.A. 435 S.F PER CFS - -� - __ „ CONSTRUCTION--- SE? _ 0 DED BY AGRI-WASTE TECHNOLOGY
v 0 1 =100 INC. WITH NCDWQ # NBRRQ 07-275 IN WAKE COUNTY DATED p��- �628-18-5gg2
REQ D S.A. = 2,718 S.F.
6 - DIVERSION DITCH DDI DECEMBER 11, 2007.
o S.A. PROVIDED= 2,790 S.F. ® 255° = 3. EACH SEDIMENT BASIN HAS A 20'
DRAINAGE AREA 0.29 AC TEMPORARY EASEMENT SITE DATA TABLE
i ° PLAN PREPARED BY:
VOLUME PROVIDED = 8,370 CIF ® 255 PROJECT: GLENCREEK SUBDIVISION
a - FLOW FROM 10 YR STORM Q=CIA PR PARER S NAME: ADVANCED CIVIL SIGN INC.
o TOP OF BERM 257 - - C=0.7 (DENUDED EARTH) 1-7.221N/HR WAKE COUNTY REQUIRES THE OUTER LIMITS OF ZONE 2 OF THE AREA OF TRACT: TOTAL AREA=137.24 Ac. 51 I<ilmayne Drive
TOP OF WEIR STORAGE - 255' ' Q=0.29*0.7*7.22=1.466 CFS NEUSE RIVER RIPARIAN BUFFER TO BE CLEARLY MARKED WITH
PIN NUMBER: 1628-18-5682 Suite 203
5,' FREEBOARD - 2' ORANGE WARNING FENCE (OR SIMIUAR HIGH VISIBILITY MATERIAL), o.B., PG. 12998, 2411
o WEIR LENGTH ft. - 10° DIMSION DITCH 002 PRIOR TO BEGINNING THE INSTALLATOIN OF EROSION CONTROL Cary, North Carolina 27511
N BAFFLES - 3( } DRAINAGE AREA = 0.45 AC MEASURES. ZONING: R-30 ADVANCED ph 97L9.461.6240
EXISTING LAND USE: VACANT C I V I L DES I G N fax [phone]
v, - FLOW FROM 10 YR STORM Q=CIA PROPOSED LAND USE: SINGLE FAMILY HOMES
U C=0.7 (DENUDED EARTH) 1=7.221N/HR PROPOSED LOTS: $5
o 0=0.45*0.7*7.22=2.274 CFS PROPOSED LINEAR FEET OF ROAD: 8907° s
°- LINEAR FEET OF ROAD PHASE 1: 5050'
c PHASE 1 DISTURBED AREA: 10.74 ACRES SCALE: 1" = 100° SHEET / luDATE: JULY 29, 2008
U ,

50' MIN. NOTES: -• 4' MIN.
SILT FENCE
BUT SUFFICIENT TO KEEP 1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO 'IF
SEDIMENT ON SITE ENSURE CONSTRUCTION ENTRANCE IS USED.
2 D IF CONSTRUCTION fl THE I A U A
SILT FENCE FABRIC
IS NOT REMOVED BY THE VEHICLE TRAVELING OVER THE MINIMUM 10 GAUGE
INSTALLED TO SECOND
STONE, THEN THE TIRES OF THE VEHICLES MUST BE WASHED LINE WIRES MINIMUM 12-1/2 GAUGE
2"-3"`STONE TO BE USED;`•-*`' : 25' OR WIDTH OF BEFORE ENTERING THE PUBLIC ROAD. WIRE FROM TOP INTERMEDIATE WIRES
EXISTING .(SURGE STONE OR RAILROAD'.,.; PROPOSED STREET,
ROADWAY -BALLAST)••:.'' :,;, ::;,:_: WHICHEVER IS 3. MAINTAIN GRAVEL PAD IN A CONDITION TO PREVENT MUD OR
GREATER. SEDIMENT FROM LEAVING CONSTRUCTION SITE. ENTRANCE TOP of slLr FENCE
MUST BE AT LEAST 1
GRADE ABOVE THE OP--LADEN REQUIRE PERIODICREMOVAL 0F SEDIMENT '
OF
STONE AND REPLACEMENT WITH FRESH STONE. - THE wnsHEa STONE
PLAN VIEW FRONT VIEW
FRONT VIEW
FILTER BURY WIRE FENCE,
FABRIC,
AND HARDWARE
STEEL POST STEEL FENCE POST CLOTH IN TRENCH
NOTE IWOVEN WIRE FABRIC STEEL FENCE POST
SET MAX 2' APART
WIRE FENCE MIN. 18" INTO SOU
GROUND
NEW CONSTRUCTION 1. USE SILT FENCE ONLY WHEN DRAINAGE AREA SILT FENCE FABRIC
35' MIN. 15' MIN. DOES NOT EXCEED 1/4 ACRE AND NEVER IN AREAS HARDWARE CLOTH
EXISTING ROADWAY OF CONCENTRATED FLOW. _
2. REMOVE SEDIMENT DEPOSITED AS NEEDED TO FILL SLOPE #57
FILTER OF
12" MIN. PROVIDE STORAGE VOLUME FOR THE NEXT RAIN AND z �O
6" MIN. \\\\\\\\\ TO REMOVE PRESSURE ON THE SILT FENCE. WASHED STONE °
�x GRADE cb°gq�°ocb ON GROUND
o Oo o°Onvoc2����+ 3' FILTER FABRIC
6" MINIMUM COVER coC�0, 0 °85�0ocb° o NOTES:
FABRIC UNDER STONE OVER SKIRT * o�O�QSp°0000�0�00 1. REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED.
SRC°v aoR,°o� a° 2. REPLACE STONE AS NEEDED TO ENSURE DEWATERING.
CROSS SECTION ANCHOR SKIRT AS DIRECTED
BY ENGINEER *
BURY WIRE FENCE AND HARDWARE CLOTH BURY 6" OF UPPER EDGE OF
SIDE VIEW FILTER FABRIC IN TRENCH
O I,JN
ORTH CAROLTN STANDARD CONSTRUCTION ENTRANCE °'1®T CAROLL�1
STANDARD TEMPORARY SILT FENCE SECTION VIEW
EFFECTIVE: 01/31/08 EFFECTIVE:01/31/08 A
OUN
1 ORT11 CAROLIN
STANDARD SILT FENCE OUTLET
EFFECTIVE: 01/31/08
NOTES: 18" FREEBOARD MIN.
NOTES:
1. TEMPORARY DIVERSION DITCH TO BE USED TO INTERCEPT FLOW AND/OR DIVERT TO A SEDIMENT CONTROL MEASURE OR BMP. _____ ___- ____ -____- I. BAFFLE MATERIAL SHOULD BE SECURED AT THE BOTTOM AND SIDES CAP TOP PIPE
6" PVC PIPE TOP Of BERM
_ _ (USE 8"PtPE FOR DRAINAGES
USING STAPLES OR BY TRENCHING AS FOR SILT FENCE. 1 I I—I((_) GREATER THAN 10 ACRES)
2. SILT SHALL BE REMOVED WHEN DITCH IS ONE-HALF FULL. ---- ----- _ - 2. MOST OF THE SEDIMENT WILL ACCUMULATE IN THE IST BAY, t
-I_1
( I I I— TOP ELEVATION OF STORMWATER 5' MIN
3. DITCH SHALL BE RECONSTRUCTED WHEN DAMAGED BY EQUIPMENT OR COVERED BY FILL. ___ ____ ____ -_= WHICH SHOULD BE READILY ACCESSIBLE FOR MAINTENANCE. -III=I{I- 07�
4. STABILIZE DIVERSION DITCH BERM WITH TEMPORARY SEEDING, MULCH WITH TAC, AND/OR EROSION CONTROL NETTING. _ ___ _ _ ___-_ ---- 3. PROVIDE 3 BAFFLES(USE TWO IF LESS THAN 20 FEET IN LENGTH).PROVIDE {-
_ 5 BAFFLES FOR DRAINAGE AREAS GREATER THAN 10 ACRES.
4. BAFFLE SHALL BE 700 G/M2 COIR EROSION BLANKET. '-I I-)I I- Q'r' TARP a
E 5. TOPS OF BAFFLES SHOULD BE 2 INCHES LOWER THAN THE TOP OF THE BERMS
- -_ -- --- - 6. INSPECT BAFFLES FOR REPAIR ONCE A WEEK AND AFTER EACH RAINFALL 1 =_ D y
I-1III— �• TARP72" `f
-2 2 61. PVC(NO
SLOTS) DIS RPPA ER PAD
___m m m
2' MIN. 'IEiII-I�r-III-�TI=I►I=ICI.=ill=ICI=III=1iI=1TI=Ii1=Iii=liit�iI=ICI=1�I-I = -_ -_ -_ -_ __ __ _ _
I— WASTE M ATERIAL-COMPACT, ---- -- _ - - _-- '►I, I 1 I=I i r=III I 1=I I I hI I I I I- - -III-11 I-11�-III-I I=I I-I I I I= l I-III-III-III=III=1 I ICI I I-I I l=III=I I I I I I=I EMBED
I� F! SEED & MULCH AFTER I,I III-I(�I i l—III—i I I—I 11=III—III—III—III—III—III—III-III-III—III` I it ,I( TARP 12"
;— << VAR. CONSTRUCTION OF DITCH hIII=III=III=11I^III-III-III-III-III=III-III=III-III-III-III-II5 WA$HEO STONE FILTER
'1=III—III=III—III—III-III—III—III—III—III—III—III—III=III—i TO TOP OF HOLES TARP EXTENDS BEYON
`• `` _ TOE OF BACK SLOPE
S�Op 2' - 10 ,,.. ...:: _' •t t-III-I i c-III-III--III-Iil-Iil-Iil-Iil-Iil-Iil-Iil-III-I i•
PLAN VIEW SECTION THRU BASIN & FILTER SEE NOTE I
CROSS SECTION
�— SUPPORT ROPE SUPPORT POST INLET SHAH BE PROTECTED FOR HOLE SPECS
VAR. �p� _ — _ _ --- TO WIRE TO 24"INTRO BOTTOM (As NEEDED) FROM EROSION
0 - 2 2 --1 11=1 I I=) I I=) I I-1 I I—) I (-1 I I- PREVENT SAGGING OR SIDE SUPPORT WIRE �T}t RIPRAP, TARP, MATTING
STAKE TO OR EQUIVALENT. SEDIMENT
-I i I—III—III—I i t—III— I I ' I I=III ( (-III- III—i I I—i i t—I i I III—I 11—III / PIT
257
25%-50q
F�Ow 1$" MIN TOP OF DAM
-1 I I=III-III ` FENCE AND FABRIC TARP PROTEC I
12' BURIED IN TREN H
STEEL POST POROUS BAFFLE (TYP.) DITCH AND BURY TARP
EDGE (MIN. 12-)
0' MIN—e►
WEIR LENGTH
CROSS SECTIONAL VIEW 6"X6"TRENCH, I COIR MESH OR SIMILAR,STAPLED OR
I TRENCHED INTO BOTTOM OR SIDE eQ
BACKFILLED AND E I 6" PVC W/HOLES .�a SECTION THRU WEIR
COMPACTED t RIh EERM
SECTION VIEW AT OPENING
NOTE i
PERSPECTIVE VIEW HOLE SPECS:
DEWATERING HOLES WILL BE INSTALLED IN SETS Of HORIZONTAL RINGS. THE
GENERAL NOTES FIRST SET OF HOLES WILL BE SET 6 INCHES FROM THE BOTTOM of THE
®T lt�T OT17�T RISER. RINGS WILL CONTINUE UP THE RISER IN INTERVALS OF 3 INCHES.
V1�I Vl�t 1. DRAW DOWN RISER & BARREL SHALL 8E 6" SCH. 40 PVC HOLES WILL BE 3/4 INCH IN DIAMETER AND WILL BE SPACED EQUALLY
ORnfCAROLIN STANDARD TEMPORARY DIVERSION DITCH ORT'HC.IROLIN STANDARD BAFFLES DETAIL DAROUND THE RAINAGE AREA.
THE NUMBER OF HOLES PER RING WILL EQUAL 70 THE
WITH CLEAN—OUT CAP AND 3/4" HOLES. SEE NOTE 1 FOR NUMBER
AND SPACING OF HOLES.
EFFECTIVE: 01/31/08 2. THE TARP USED TO PROTECT THE WEIR SHALL BE THE MOTH EXAMPLE
EFFECTIVE: 01/3I/08 SPECIFIED. THE LENGTH OF THE TARP SHALL BE ACCORDING TO A BASIN DRAINING 2.0 ACRES SHOULD HAVE 2 HOLES PER RING EVERY 3
AVAILABLE SUPPLY, IF MULTIPLE TARPS ARE TO BE USED, THEN INCHES ON THE RISER PIPE. THE FIRST RING (2 HOLES) WILL BE SET 6
TARPS SHALL BE OVERLAPPED AT LEAST 12". THE UPSTREAM 12" INCHES FROM THE BOTTOM OF THE RISER.
TARP SHALL OVERLAP THE DOWNSTREAM TARP, THE TARP SHALL
BE 50 MIL. HEAVY DUTY SILVER TARPAULINS OR EQUIVALENT FOR NOTE: ROUND DRAINAGE AREA TO THE NEAREST WHOLE NUMBER TO
U.V. RESISTANCE. DETERMINE NUMBER OF HOLES.
3. MAIINTENANCE: SEDIMENT TO BE REMOVED AND PROPERLY
DISPOSED OF WHEN BASIN IS HALF FULL. GRAVEL FILTER AROUND
RISER SHOULD BE REPLACED AS NEEDED TO ENSURE DEWATERING.
COUNT
NOR4 1 CAROLK-k STANDARD CUSTOM BASIN
EFFECTIVE: 01/31/08
A A
E A
r
® _ _ ,,•- '' �— PIPE
PIPE I.D.
04
1
- 3 TIMES I.D.
000
N
N NOTES:
75
1. L = THE LENGTH OF THE RIPRAP APRON.
2. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT PLAN VIEW NOTES:
PLAN VIEW LESS THAN 6" (INCHES).
y 1. L = THE LENGTH OF THE RIPRAP APRON.
3. IN A WELL-DEFINED CHANNEL EXTEND THE APRON UP THE
CHANNEL BANKS TO AN ELEVATION OF 6" (INCHES) ABOVE 2. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT WAKE COUNTY, NORTH CAROLINA
3� THE MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE LESS THAN 6" (INCHES). GLENC°REEK TRAIL PHASE 1
BANK, WHICHEVER 13 LESS. /
L 3. A FILTER BLANKET OR FILTER FABRIC SHOULD BE EROSIONCONTROL DETAIL SHEET
r4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE L INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION. FOR
INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION. LPI
PIPE •.� a
CONSTRUCTION DRAWINGS
—, — — - PIN: 1628-18-5682
CL
N _ d _ - I f I d C A 0!!!� PLAN PREPARED BY:
51 Kiimayne Drive
p FILTER ;a SEAL Suite 203
FILTER FABRIC
SECTION 'A-A' FABRIC SECTION 'A-A' 19 d
Cary, North Carolina 27511
Z ��I�®G'•'•• °° ��� � � fax [phone]
�i� •;cj� .` ph 919.481.6290
GINS • �°�
a ® ��/'44E��f CIVIL DESIGN
n PIPE OUTLET TO WELL-DEFINED CHANNEL °RTT`CAR°L'x STANDARD PIPE OUTLET TO FLAT AREA
Q STANDARD
o EFFECTIVE: O1/31/08 EFFECTIVE: 01/31/08 NO WELL-DEFINED CHANNEL SCALE: 1" = 60' SHEET / 1
SATE: JULY 29, 2008

1/2 DIAMETER OF PIPE COARSE AGGREGATE EARTH FILL COVERED BY
6" DEEP LARGE ANGULAR ROCK W CONSTRUCTION SEQUENCE
OR WHICHEVER 15 TYPICAL RIP RAP CHANNEL 1.SCHEDULE A PRECONSTRUCTION CONFERENCE WITH THE WAKE COUNTY ENVIRONMENTAL ENGINEER. OBTAIN A LAND-DISTURBING PERMIT.
GREATER 2.INSTALL NEUSE RIVER BUFFER ZONE 2 WARNING FENCE, INSTALL GRAVEL CONSTRUCTION ENTRANCE, TEMPORARY DIVERSIONS, SILT FENCE, SEDIMENT
FILTER FABRIC Q 2/3 W -I �_ {�{ BASINS/TRAPS OR OTHER MEASURES AS SHOWN ON THE APPROVED PLAN. CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES. SEED TEMPORARY
DIVERSIONS, BERMS AND BASINS IMMEDIATELY AFTER CONSTRUCTION.
d W 3.CALL WAKE COUNTY ENVIRONMENTAL ENGINEER FOR AN ONSITE INSPECTION BY THE ENVIRONMENTAL ENGINEER TO OBTAIN A CERTIFICATE OF
d _ I I
-- ° -III- 1 =_= -=1!1-1'; I I={I• _{I I= COMPLIANCE.
_{{ i 4.BEGIN CLEARING AND GRUBBING. MAINTAIN DEVICES A5 NEEDED. ROUGH GRADE SITE AND INSTALL CROSS PIPES AND INLETS PROTECT INLETS WITH
18 1 °; r:': _ -h I PLYWOOD OR STONE.
S.GRAD NG THAT OCCURS INSIDE THE RC40-2 AND NEUSE RIVER BUFFER NEEDS TO BE STABILIZED SEEDED, TACKED, LINED, AND HAVE VEGETATION
i I ( 6 FILTER FABRIC OR ESTABLISHED AS SOON AS POSSIBLE. INSTALL TEMPORARY SLOPE DRAINS WITH DIVERSION DITCHES DIRECTING FLOW TO THE INLET AT THE LOW POINT
GRAVEL BEDDING FILTER FABRIC OR OF THE STREAM CROSSING TO KEEP AS MUCH FLOW OFF THE FILL BANKS TO HELP ESTABLISH A STABILIZED VEGETATIVE BANK FASTER.
CAPACITY OF PIPE CULVERTS -I i 1-I I i-� GRAVEL BEDDING 6.ONCE SITE IS STABILIZED WITH VEGETATION AND AT FINISHED GRADE, CONTACT WAKE COUNTY ENVIRONMENTAL ENGINEER TO REMOVE SEDIMENT TRAPS.
TOGETHER = BANK FULL FLOW ONCE SEDIMENT TRAPS ARE REMOVED, INSTALL CHANNELS, BRING UP TO FINISHED GRADE, ESTABLISH VEGITATION AND BEGIN CONSTRUCTION, BUILDING,
FLow:Y, PARABOLIC-SHAPED WATERWAY WITH STONE CENTER DRAIN TRAPEZOIDAL ETC.
ELEVATION EARTH FILL COVERED BY 7.STABIUZE SITE AS AREAS ARE BROUGHT UP TO FINISH GRADE WITH VEGETATION, PAVING, DITCH LININGS, ETC. SEED AND MULCH DENUDED AREA WITHIN
(SHAPED BY BULLDOZER)
LARGE ANGULAR ROCK FIFTEEN (15) DAYS OF COMPILE
OF ANY PHASE OF CONSTRUCTION.
&WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED COMPLETELY, CALL WAKE COUNTY ENVIRONMENTAL ENGINEER FOR AN INSPECTION
BY THE ENVIRONMENTAL ENGINEER.
COARSE AGGREGATE 9.WHEN SITE IS APPROVED, REMOVE TEMPORARY DIVERSIONS, SILT FENCE, ETC., AND SEED OUT OR STABILIZE ANY RESULTING BARE AREAS. PLUG
® ® DEWATERING HOLE AT BOTTOM OF SEDIMENT BASIN RISER AND REMOVE SKIMMER. ALL REMAINING PERMANENT EROSION CONTROL DEVICES, SUCH AS
VELOCITY DISSIPATORS, SHOULD NOW BE INSTALLED.
O ° p o°0 ° O° C? "'Co $ o0o00 o �?0 p°0° 0O OaOp 0 °00 0 ° ° W 10.WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FOR A FINAL SITE INSPECTION BY THE WAKE COUNTY ENVIRONMENTAL ENGINEER. OBTAIN A
a 0° 0O d ° °0 00 00 °° a 0 I 5:0.11 ° .0 0, 0 0 ° O . p o CERTIFICATE OF COMPLETION.
® 0 0 00 0. 000 . 004 0 ° O © 0 0 0 0 - _
0o O d 00 0 0 0 ° °pQO 0 0 0 0 �' ®o i-Ii-== - - I I
r� ° v . o o ° ® O o ° o °. a o a 1-I 11-i dI-
O 0 O o _= _ 1 i -
O 0 °0.0 0 00 0 O ° o ° a000 a o00 Il 00 ,0 1- _ 4"
0 0 0 0 0 0 0 O O O ® o O. 0".. 0.0 `1= -� i t-III= 4 to 12" NOTES:
o O .o O 0 0 O o 0 ® ® 0 18" Ili _
o ® O o .O O 0 0° ° 0 a0 O o O 0 0 00 00 ® - 1 i= i=1 I i_i Seeding
00 O 0 0 0 0 0 0 O O .0 " O 0 0 - "ill- -TO BE USED WHERE EXCESSIVE STORMWATER g
0o O.0 0 ° 0 ® O ".O O 0 O o ° Ill 0 °© 00 0 0 0°0000 6 -)ir_°.'i "-',• FILTER FABRIC OR VELOCITIES PROHIBIT VEGETATIVE LININGS. Seedbed Preparation:
0 0 00° ° o 0 0 0 0 . 0 0 a O O. 0 0 p o. o =I 11- P P A p if available.
000 o 0 0 o O °o o O o O o 0 00 O ° O � _I j 1- GRAVEL BEDDING 1.Chisel compacted areas and spread topsoil three inches deep over adverse soil conditions,
-SIZE OF STONE MUST BE DETERMINED BY 2.Rip the entire area to six inches deep.
0 0 0'O°moo O O 0 p° O o ° o®° °0°0. O° o o o . °O ° O °° 3.Remove all loose rock, roots and other obstructions, leavingsurface reasonably smooth and uniform.
®� ° V-SHAPED WATERWAY WITH STONE CENTER DRAIN APPROPRIATE DESIGN PROCEDURE_ ppy gsuperphosphatey y ( )
4.A i a agricultural lime, fertilizer and uniformly and mix with soil see
. _ -DIMENSIONS FOR d & W VARIES ACCORDING 5. Continue tillage until a well-pulverized, firm, reasonably uniform seedbed is prepared four to six inches deep.
_ (SHAPED BY MOTOR GRADER) TO DESIGN. 6. Seed on a freshly prepared seedbed and cover seed lightly with seeding equipment or cuitipack after seeding.
7. Mulch immediately after seeding and anchor mulch.
25' 25' 8. Inspect all seeded areas and make necessary repairs or reseedings within the planting season, if possible. If stand should be more than 60%
'•.'.STREAM, CHANNEL:-": MINIMUM damaged, re-establish following the original lime, fertilizer and seeding rates.
MINIMUM 9. Consult S&EC Environmental Engineers on maintenance treatment and fertilization after permanent cover is established.
TOP OF BANK TOP OF BANK g
Mixture
PLAN Agricultural Limestorl tons/acre (3 tons/acre in clay soils)
Fertilizer1,000 ibs/acre - 10-10-10
OUNTT
Superphosphote500 Ibs/acre - 20% analysis
ORTHCAROLIN STANDARD TEMPORARY STREAM CROSSING URTHCMOLIN
Muich2 tons acre - small grain straw
STANDARD RIP-RAP LINED CHANNELS AnchorAsphait emulsion at 300 gals/acreSeeding Schedule
EFFECTIVE: 01/31/08 EFFECTIVE: OU31108
Date LVA Planting Rote
Mar 1 - Jun 1 Sericea Lespedezo (scarified) and use the following combinations: 50 Ibs/acre (Sericea Lespedezo);
UPSTREAM END OF / Mar 1 - Apr 15 Add Toil Fescue 120 Ibs/acre
STORM DRAIN OVERFLOW p CLASS 1 RIP RAP (SEE SECTION THRU BASIN BELOW)
\ / Mar 1 - Jun 30 Or add Weeping Love grass 10 Ibs/acre
Mar 1 - Jun 30 Or add Hulled Common Bermudogross 25 Ibs/acre
n 1/3 PIPE / / .. j
D
D o DIAMETER F� ! j Jun 1 - Sept 1 Toll Fescue AND Browntop Mullet or Sorghum-Sudan Hybrids*�'" 120 ibs/acre (Tall Fescue);
o D , D.. °• W / 35 Ibs/acre (Browntop Mullet);
30 Ibs/acre (Sorghum-Sudan Hybrids)
RIP RAP HEADWALL
PIP Sept 1 - Mar 1 Sericea Lespedezo (unhulled - unscarified) 120 lbs/acre (Toll Fescue)
° AND Tall Fescue70 Ib / { Lespedezo);
cre (Sericea
BURY BOTTOM WASHED STONE" V-0" THICK x 3'-0" HIGH MINIMUM s a S
///////lIllillllll'��+�i / / Nov 1 - Mar 1 AND Abruzzi Rye 25 Ibs/acre
OF PLYWOOD T��"i-�=1 I i^I 11=�= I f=11 I �i 1-1 I--1 I�-- �"`_ `-`"
I I fOLyFNT STORAGE AREA-"'� '•` /
NOTE: 3/4" EXTERIOR �� Consult S&EC Environmental Engineers for additional information concerning other alternatives for vegetation of denuded areas. The above vegetation rates
9 9 9
ALL PARTIALLY COMPLETED STORM GRAINS PLYWOOD � � � � � \ are those that do well under Local conditions: other seeding rate combinations are possible.
SHALL BE PROTECTED AT THE END OF
EACH DAY IN ACCORDANCE WITH THESE PLYWOOD INLET PROTECTION
DETAILS. STEEL FENCE POST
(TYPICAL) PERSPECTIVE VIEW
UPSTREAM END OF OVERFLOW t
NO SCALE
STORM DRAIN
u 11 u
u u u
It II 11 1/3 PIPE AREAS TO BE DISTURBED SEDIMENT STORAGE
it II ii v
II ti 11 D D DIAMETER (CUT, FILL, ETC.) FLOOD STORAGE ZONE RIP RAP
HEADWALL
II II II p.
o.0
00o 2' } Ill=
00 DG D
F� 1' �� PIPE NATURAL NATURAL GROUND
WASHED STONE FILTER o a D � � 11 Oy,�� 1.5' 3 - - FLOW - - - - - - -
ACROSS PIPE INLET a n • '`
Ifs _ - - - - - - - - - - - - - - -
1.5' �I I�-IT =nail
-1 11-III-{I I-II I-i 1 I-III-III- III-III-III.
�I I I Ij j 11 TTI-
CLASS 1 RIP-RAP
r, L, r' ti ra �t + MAXIMUM SEDIMENT DEPTH
HARDWARE CLOTH (CLEAN OUT POINT) #5 WASHED STONE
STONE FILTER INLET PROTECTION SECTION THRU CATCH BASIN FILTER AND CULVERT PIPE
A NO SCALE
,UIt;CII CACZUlI.ih VOR'E'H CARO7,IN
STANDARD PIPE INLET PROTECTION (PLYWOOD & STONE) STANDARD HORSESHOE INLET PROTECTION
EFFECTIVE:01/31/08 EFFECTIVE: 01/31/08
NOTES:
1. CONSTRUCT THE ENTRANCE TO THE SLOPE DRAIN OF A STANDARD 4
FLARED-END SECTION OF PIPE WITH A MINIMUM 6-INCH METAL TOE " min.
PLATE (CROSS-SECTION VIEW). MAKE ALL FITTINGS WATERTIGHT. A
_ fl 5 -t STANDARD T-SECTION FITTING MAY ALSO BE USED AT THE INLET. ger
-TOP ELEVATION OF STORMWATER - - - - -
=WWI= 2. USE AN EARTHEN DIVERSION TO DIRECT SURFACE RUNOFF INTO
® #5 WASHED 1 MAX. D THE TEMPORARY SLOPE DRAIN. MAKE THE HEIGHT OF THE BERM OVER
$TONE THE DRAIN CONDUIT A MINIMUM OF 1.5 FT AND AT LEAST 6 INCHES
Hold-down stakes 3:1
m HIGHER THAN THE ADJOINING BERM ON EITHER SIDE. 1.5' min
l= THE LOWEST POINT OF THE DIVERSION BERM SHOULD BE A MINIMUM OF
to ` 1 FT
SLOPE - ABOVE THE TOP OF THE DRAIN SO THAT DESIGN F OW AN FREELY
E1) EXISTING - = 1=1I I= L C EEL
11 �1_ITI _I11_I I ENTER THE PIPE. �-•1t,-
#1 RIP-RAP 3. PROTECT THE OUTLET OF THE SLOPE DRAIN FROM EROSION WITH
N VARIES RIPRAP DISSIPATOR.
10' Spacing (-
N SIDE VIEW
� EXISTING SLOPES Plastic
N Corrugated ( I-� I Inlet
Il=nl Pipe -I j
II - CONSTRUCTION NOTES: I Ie►ttf++►
VARIES `b =I� mom► dI ..r.#/*t�+� a.,......,....,
HEIGHT & WIDTH DETERMINED BY
t li Ilt- EXISTING TOPOGRAPHY AND Stabilize �} AR NA
xII ) 1= SEDIMENT STORAGE REQUIRED. Outlet
WAKE COUNTY, NORTH C OU
0.5'-1 -II�I KEY RIP RAP INTO THE DAM
It- II 1= FOR STABILIZATION. ' w *�?,1►.... > .' `:` ..; GLE C EE TRAIL PHASE 1
I II-1 KEYED RIP RAP I :' �v; EROSION CONTROL DETAIL SHEET
Q ,NII�IIIII�IIII- � 4: : .. . FOR
-II�I I - lr i ! #5 WASHED STONE 4' minty
r,
.....,
level section CONSTRUCTION
s �C;OOU�N�
PIN: 1628-18-5682
EXISTI �� PLAN PREPARED BY:
N FRONT VIEW � " \��\,` C A R p��%,.
Cross-Section View o • F .y ,-� 51 Klimayne Drive
M STEP SEQUENCE `�"°' • Q' " ASS/o•��
o NOTE: REMOVE SEDIMENT ACCUMULATION FROM BEHIND
CHECK DAMS TO PREVENT DAMAGE TO CHANNEL VEGETATION. Plan View •ICJ �_
101 CIO� FLOW SHOULD BE MAINTAINED THROUGH THE DAM. •a $SAL • ---rna na27511
Standard T-section r �-
` �9 • -' ADVANCED Cary, North Carolina 27511
ph 9a9.481.6290
O ,� „�P �� fax [phone]
�e i . , �� CIVIL DESIGN
U211i CA1tUI,IN UR't'ET CAI2ULTN
O STANDARD CHECK DAM STANDARD TEMPORARY SLOPE DRAIN 1llltl lti�2,�"a
EFFECTIVE: EFFECTIVE: O1/3i10$ SCALE' 1 = 60 SHEET
p 9
Q 1
DAIS: JULY 29, 2008
Evt

® z m z m z
vm oo p-o 0o v-o ovy
C;1 E-Q
Q H Z Q H Z
y"o� �� � y,Hom Ha Kj y" zo GENERAL NOTES: z�=o
r-o^n m N SLOPE AS INDICATED ON PLANS W J 0 H Z 1rll O`>7� SLOPE AS INDICATED ON PLANS W J O ft ,i r�'Mi-I _j O C'3
wz- Isy 9 000x H -� v 9'. /s- 000x ,.,Z�xy, CHAMFER ALL CORNERS 1 OR HAVE A RADIUS OF 1 oon-xz
BELL END OF PIPE / - ,� � -1 x OC O
°OO�yO TO FACE OF WALL / WQ 11-x xODnm 4" �/ H WQ¢LL-= =ODnrn WQZ11.
x m t� I•--0 O "T) s H C7 O -TI �* " ►► /r Q S
-n -- ¢ a o z�, + M>= C9 . Z�, PLACE 2 #6 Y BARS iN THE TOP OF ALL ENDWALL FOR PIPE CULVERTS 42 I`o ac O C7
O O S 1-Sf`ZH ?O+pO Q �' H 7COd0 ►t rr ¢ I- H
z" a-n (per oW zH�r� �= zW ZH�r"'' AND OVER WITH A MINIMUM OF 3 COVER AND A LENGTH OF 6 LESS THAN I"= ZW
noaooM-0 ' - oQmQ n==z r , C.S. owapd c7�'='`' ENDWALL LENGTH. U)I-,,,_o.�
7 mm I I I i :0 1/2:1 N O O� xm
Z 0OCj Q
D y D I - - -I I _ - -I s CONC. 6= Z > D D D - _ s + c SLOP£ PIPE Z H D z` PIPE #4-BARS dw -<#_� 6 ' #4-BARS c,~ f+ , CONSTRUCT BOTTOM SLAB WITH FORMS.
H
0
w
00 , I I I I }- -� , DO d , WGl O
I I _ °' DO NOT INTERPRET WALL THICKNESS (T) SHOWN FOR THE THICKNESS
Y ACCEPTABLE, BUT IS USED IN COMPUTING ENDWALL QUANTITIES.
PLAN B 12" PLAN
WHEN THE CONTRACTOR ELECTS TO USE A CONSTRUCTION JOINT AT THE BOTTOM
B
FOOTING FOOTING OF THE PIPE, PLACE BAR "X" DOWELS IN THE BASE AS SHOWN ON PLANS.
SPACE BARS APPROXIMATELY ON 12 CENTERS UNLESS OTHERWISE DIRECTED W
C� (IF CANST. JOINT IS USED) DOWEL W O (IF CONST. JOINT IS USED) DOWEL W n /�
_ > O END ELEVATION BAR-"X" _I w A G END ELEVATION BAR-"X" J a z BY THE ENGINEER. "'� w
to z G Y 6 Q O Y G O W ® O
L'` W co W N (Yp m ro--
WHEN THE CONTRACTOR ELECTS TO USE A CONSTRUCTION JOINT AT THE BOTTOM > u)
_ ® -4 CO _DOWELS IN ENDWALL WITH REINFORCED CONCRETE PIPE -- - Z _j o = 0 -1 twn I I T DOWELS IN ENDWALL WITH C. S. PIPE Z -A O x ® -# (Hp OF THE PIPE AND POUR THE BASE SEPARATELY LEAVE THE POUR ROUGH. z J °
C x PIPE SINGLE PIPE DOUBLE PIPE ® pOj C � PIPE SINGLE PIPE DOUBLE PIPE 0 C 111
CO Loc. " -n „ „ n „ Q " n r, „ „ n 1, ,r r, n r n ® °? pa USE CLASS "B" CONCRETE. O = 0)
DIA. t5 18 24 30 36 42' 48" 16" 18 24 30" 36 42 48 U. O m C/) LOC. DIA. 15' 18 24 30' 36 42 48 15 18 24 30 36 42 48 Q LL. v m (p Q
�- -4 I ( I i I I i I I I x .p r I ( i I I f I f cc r .., U.
® Z ( I I I I ( I ( BAR$ nXr, „X,r uXn "Xrr rrXr, "Xn 1,a +Xt+ Y* "XI, X uXu "Xn "X" X' Y* "Xr, Y* d W I 1 d m D (�
W w m ��., 1 ( BARS "XI, nXu X. nX,r nXn nXn �,* rexrr- Y. "Xr, nXrr uX,r ,eXn nXn "Xn Y. nXn Y* O' z ,
® G QTY. 2 2 3 3 4 4 5 2 2 3 3 4 4 5 p ®. � p G QTY. 2 2 3 3 4 4 5 2 2 3 3 4 4 5 O -A -. CL Q Q _jLtj a
M OTY. . . . . . . . 2 - 2 1 1 2 2 2 2 2 3 2 Q ,� H '�jr. -+- M QTY. - - - - - - 2 2 1 1 t 2 2 2 2 2 2 t,�r '1� •�r b� OC Fwi w
M
'® � p L DOWEL �� G QTY. 2 2 3 3 4 4 5 2 2 3 3 4 4 5 2 - rn w� p 11i L DOWEL _ Z ® m r �` d
I Q QTY. 2 2 3 3 4 4 5 2 2 3 3 4 4 5 Q '.° �. O- "O '`i" r p
p TOTAL Las. 9 9 14 14 19 55 65 12 12 19 19 23 77 92 Q r 0 TOTAL LBS. 9 9 14 14 19 53 62 12 12 16 19 23 73 85 Q W r Q Z
r OPTIONAL CONSTRUCTION JOINT (n W D OPTIONAL CONSTRUCTION JOINT (pco '" > I- W ,J t
o ® w DIMENSIONS AND CONCRETE QUANTITIES -^-_ _ LLIck o C w z cc o C O H co = o
Oo r z USING CONCRETE PIPE (n O C r z DIMENSIONS AND CONCRETE QUANTITIES 65 O a C0 r `� Z W a
.0 o ELEVATION H >!d E_-- C o ELEVATION H ® � +C o H I..
07 m ca COMMON DIMENSIONS SINGLE PIP DOUBLE PIPE J W (p m ca USING CORRUGATED STEEL PIPE m -J
® a 3 C3 7t 'n DOUBLE PIPE C'3 �: z X -n
m = D H B G T S L YD M L YD Z o L{? m ;� Z O COMMON SINGLE PIPE ® (3
. Lo
O �! 15" 3'-3/' 1'-8" 2'-9" 214- 91'2n W-61t 0.7 2'-2" 7'-8" 1.0 w Z .- O D H B G L YDa M L YDa W Z < N WCA V Z
r 18" 3'-7" V-10" 3'-2" 21�z" 10" 6'-4" 1.0 2'-7" W-11" 1.3 O r 15" 3'-4" V-8" 2'-6" W-O" 0.7 V-11" 6'-11" 1.0 O r ® Q
m 24" 4'-2n 2'-1" 4'-0" 3" 10" 8'-0" 1.5 3'-5" ll'-5" 2.0 m 18" 3'-7" 1'-10" 2'-11" 5'-10" 1.0 2'-3" 8'-llt 1.2 V m
30" 5'-0" 2'-6" 4'-7" 414" 111t" 91-2" 2.3 4'-3" 13'-5" 3.1 241f 4'-11' 2'-1" 3'-8" 7'-4" 1.4 3'-0" 10'-4" 1.9
36' 5'-8" 2'.8" 5'-6" 434" lilt" 11'-O" 3.4 5'-0" 16'-0" 4.5 30" 4'-7" 2'-4" 4'-5" 8'-10" 2.0 W-9" 12'-7" 2.7
42 W-211 W-1" b.,_4- 514" 111/2 12'-8" 4.5 W-10" 18'-6" 6.0 36„ �j'_1" .L,_7,r W-2" 10'-4" 2.8 4`-6" 14'-10' 3.8
48 6'-9" 3'-5" T-2" 5 " itl�" 14'-4" 6.0 6'-8" 21'-0" 8.0 4211 5'-7" 2'-10" 5'-11"ll'-10' 3.8 5' 3" 17'-1" 5.0
SHEET 1 OF 3 SHEET 2 OF 3 a8" 6'-i" 3'-1" 6'-8„ t3'-a" 4.9 6'-0" 19'-4" 7.5 SHEET 2 OF 3 SHEET 3 OF 3
SHEETQI OF 3 '*SEE SHEET 3 ® Qy� SHEET3 OF 3
38 a 01 838.01 ���■01 *SEE SHEET 3 838.011 O�d�s Q11838.01
m TOP OF FILL TOP OF FILL-- TOP OF FILL Z 0
b TOP OF FILL TOP OF FILL d C7 1-"
H
Q¢< Q Q RIGHT OF WAY
(p O O -- - - - Z CC x !/) O z 1- S'0" 20'-0° 6,-0„ 6.-0"
r0-n__j 0 GROUND LINE _ H GROUND LINE H GROUND LINE -.- H W J O H r O-n-q N LOOSE YATEflIAL = LOOSE MATERIAL- _ W J cc SHOULDER PAVEMENT SHOULDER DITCH SLOPE
�Omn-Di - O x� mz x'I -
a _
=u,_ r_nr�",- m�rn_ar�nr_ a rrr�"r ur „_,r,_tlrgur =arcrrr�ur-n,_ LU U_ =0D[7�
__ MIN. 2 O.D. 0.0. MIN. 2 O.D. --_-_�. MIN. 2 O.D. 0.0. I�-MIN. 2 0.0. ,p,•r _,_._ Q 0 x 1"1 114^l FC. 114_1 FT', '7+
w co
n rc Trr iu x m "/FT. I
" -TI Z�1 in in n iu io in ~V jr 0 C9 • 'n Z D GROUND LINE
-r�.HNUQ'OTI I.D. t I.O. �r O.D./24MIN. (~l?F�-�QH •Z►-r"Q�'n ~� �= r' - GO I-~LL Ow
' - , I.O. r" W o- I--x Z
NOT LESS THAN 3"� eir iu c H J.�[ 0 w '`' _ �. o J
LL 0 I— H
;u it m Z O H pL' n D f=,n lr, _,rr_,r,_rn=,rr=ur=!» _1,=r„=rrr-rrr_r,r_,r,-ul 6 u ' O O H RESIDENTIAL COLLECT-OR ROAD
D = _ ru - LD Z 0r_6"
D-I =ur�ll�nr_gl Iry ffl�)b^1! -1,t�,fl� 1lLJll^ffr - - I-� �'--I _F° .< .V - / }-H *TERRAIN MAX,SLOPE
"<H , -..D.D.'• O.D. I/-ROCK -Y .,•�'•'i..'.�'::'. �•. ..':':...'.` H e �.=• i» _ _ U ._-_-
00 O.D./24 YIN. O.D./12 YIN. ul_rn=rrr_ur ,u=I„� ur_r"_o, EARTH , W O 0 0 - EARTH W Q LEVEL 2:1
Z NOT LESS THAN 3° O.D. + 4' NOT LESS THAN 6" O`D' Z !rr•'- '; •:_rn �u,_,rl•=r,r�rrr r,^ru�rrrc,r,=r,r�nra'.'.;.:.' ue=rn-•r,_re rs_1(r-rn;�,u_ur�w-_rrr- , Q ROLLING 2:1
I:!
•. .-:.° `
O.D. + 4' AS DIRECTED BY ENGR. I nr�l _",s irt� ,_rrr- „ , 1 HILLY
O.D. } 4' I �`i"` O.D.124" MIN. \
NORMAL EARTH FOUNDATION ROCK FOUNDATION o.D./24" MIN. J O.D.y GROUND LINE NOT LESS THAN 3" O D. �-EARTH STBCORABC
PIPE IN TRENCH UNSUITABLE MATERIAL FOUNDATION NOT LESS THAN 3" CROSS-SECTION-SHOULDER SECTION
O.D. + 4' - 0.0. + 2' .
ac
TOP OF FILL TOP OF FILL TOP OF FILL
PIPE IN TRENCH PIPE ABOVE GROUND
� - _ m 0
sw, m _ - -- _ _
.8.i Z H MZN. O.D. r y MIN. O.D. ..._,.- ��MIN. Q.D. r H MIN. O.D. 0 I'"' z LL
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O +1' YIN. O.D. YIN. O.D - O
® r - - _-_,�� J r GENERAL NOTES:
M-M ♦ ,�� - ^ Z _ USE METHOD B PIPE INSTALLATION ONLY WHERE CALLED FOR ON THE PLANS.co Z J 5O
N ---- y GRQUND LINE !•y GROUND LINE !� w RIGHT OF WAY
x r Q ® x I.D. =THE MAXIMUM HORIZONTAL INSIDE DIMENSION. 3"00 GROUND LINE I.D. I.D. - -
� � - O.D. =THE MAXIMUM HORIZONTAL OUTSIDE DIMENSION.
m „fir" nl_ru_nr�nf s", =n-u+�, u�",-_nr_lu= C�j a "� H =THE FILL HEIGHT MEASURED VERTICALLY AT ANY POINT ALONG THE PIPE a 6' 6'
--^ m Z FROM THE TOP OF THE PIPE TO THE TOP OF THE EMBANKMENT AT THAT POINT. 2O' S' - 6'
m =,ll�lrr�lrl=rf _pGff l,�tll Nllf.=Ar-fll `•..:.••• .-..�,. •.:'• .'• ;.;. - _�� Q
•
_ �,...,: : p DITCH SHOULDER PAVEMENT SHOULDER DITCH
�y' =ur=it ^„QRII r� lit ct,= 0.0./12 WIN. _ •.•• ':..`.' .,-'r ® x D 0
mD O.D. LO.D./24 MIN. O.D. LNOT LESS THAN 6" - Q = ,•••;(�.y'•:',•:• LOOSELY PLACED APPROVED SUITABLE LOCAL MATERIAL OR SELECT MATERIAL FOR FOUNDATION CONDITIONING AS O
Q NOT LESS THAN 3" ur,•-r e,=,r�Ur�",� rtr,_gr^r„ !_. Q
p DIRECTED BY THE ENGINEER.(STONE WILL N07 DE ALLOWED) 0 � x
O.O. + 2' ROCK O.D.124 MIN. AS DIRECTED Z � I'-'- - m Z I}"� I— w ( „
EM'II O.D. + 2' MIN. 0.0. O.D. YIN. O.D. BY ENGINEER LU w w Y4 �FT Y4 /FT
D p NOT LESS THAN 3" Q t0 z p Q 4 1 FT 1 FT I`
)- D, � SELECT MATERIAL OF THE APPROPRIATE CLASS AS FOLLOWS: SLOPE 4.1 / +--- / 4.1 SLOPE
6� y ROCK FOUNDATION UNSUITABLE MATERIAL FOUNDATION o O D tp
NORMAL EARTH FOUNDATION �- �Y SELECT MATERIAL y` V-
�. w PIPE ABOVE GROUND = O �a, w z LL
Z (p Z CLASS IV OVER 50 FEET
G► APPROVED SUITABLE LOCAL MATERIAL OR SELECT MATERIAL FOR FOUNDATION CONDITIONING M-'1 0 CLASS III OVER 40 FEET THROUGH 60.FEET H RESIDENTIAL COLLECTOR ROAD
Q GENERAL NOTES: AS DIRECTED BY THE ENGINEER. J -L a
7� APPROVED BACKFriL OR SELECT BACKFILL MATERIAL. WHEN 'H' IS GREATER THAN 30', C > m CLASS II OVER 90 FEET THROUGH 40 FEET O O
..,� I.D. THE MAXIMUM HORIZONTAL INSIDE DIMENSION. AL! USE SELECT MATERIAL OF THE APPROPRIATE CLASS AS FOLLOWS: Z 0 Z
m W NOTE: A HIGHER CLASS SELECT MATERIAL, NOT TO EXCEED CLASS IV, MAY BE USED IN LIEU OF CLASS IZ OR III. W a
O.D. = THE MAXIMUM HORIZONTAL OUTSIDE DIMENSION. uF=ur_n,.--rr UNDISTURBED EARTH MATERIAL ~ 4
O � W TEF�RAlB MAX SLOPE 0.-
SELECT MATERIAL H'
Z H = THE FILL HEIGHT MEASURED VERTICALLY AT ANY POINT � LOOSE COMPRESSIBLE MATERIAL. THE BOTTOM THIRD OF THIS MATERIAL WILL BE UNBALED NAY OR STRAiq. PLACE THE REMAINING � .LEVEL 2:1
ALONG THE PIPE FROM THE TOP OF THE PIPE TO THE TOP CLASS TV OVER 60 FEET APPROVED BACKFILL IN A LOOSE UNCOMPACTED CONDITION. WHEN 'H' IS LESS THAN 30' THE LOOSE MATERIAL AND HAY IS NOT REQUIRED.
OF THE EMBANKMENT AT THAT POINT. CLASS III OVER 40 FEET THROUGH 50 FEET ROLLING 2:1 1.1
CLASS II OVER 30 FEET THROUGH 40 FEET PREPARE THE PIPE FOUNDATION AND BEDDING OF THE PIPE IN ACCORDANCE WITH METHOD 'A' INSTALLATION. PLACE BACKFILL HILLY 1-1/2'1
THE CLASS OF SELECT MATERIAL USED FOR AN INDIVIDUAL PIPE INSTALLATION IS MATERIAL TO THE WIDTH REQUIRED BY THE DRAWING AND TO A DEPTH OVER THE PIPE EQUAL TO D. THEN EXCAVATE THE BACKFILL
BASED ON THE MAXIMUM'H'WHICH OCCURS ALONG THE PIPE INSTALLATION. A HIGHER CLASS MATERIAL DIRECTLY OVER THE PIPE AND SACKFILL THE TRENCH WITH MATERIAL DEPOSITED IN THE LOOSEST
LOOSELY PLACED APPROVED SUITABLE LOCAL MATERIAL OR SELECT MATERIAL SELECT MATERIAL, NOT TO EXCEED CLASS IV, MAY BE USED IN LIEU OF CLASS II OR III. POSSIBLE CONDITION. COMPLETE THE EMBANKMENT IN ACCORDANCE WITH SECTION 235 OF THE SPECIFICATIONS.
��:':; FOR FOUNDATION CONDITIONING AS DIRECTED BY THE ENGINEER.(STONE SELECT MATERIAL WILL NOT BE REQUIRED AROUND THOSE PORTIONS OF AN INDIVIDUAL DO NOT OPERATE HEAVY EQUIPMENT OVER THE PIPE CULVERT UNTIL THE BACKFILL, INCLUDING THE TRENCH OF LOOSE COMPRESSIBLE CROSS-SECTION--SHOULDER 2 DITCH SECTION
SHEET
� 1 OF .1p WILL NOT BE ALLOWED) PIPE INSTALLATION LOCATED UNDER THAT PART OF THE FILL WHERE 'H' IS 30 FEET OR LESS NH;EE 1 OF 1 SHEEET 1 OF MATERIAL, HAS BEEN COMPLETED. ru.
OF I�1
30 ® ® 00 NOT OPERATE HEAVY EQUIPMENT OVER ANY PIPE CULVERT UNTIL THE PIPE CULVERT "AS O.®'� 300.021 02
BEEN PROPERLY BACKFILLED AND COVERED WITH AT LEAST 3 FEET OF APPROVED MATERIAL. y
0 VARIABLE Z p
O m ROADWAY WIDTH m Z
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mtm-M Z-(=y CROSS PIPE CROSS PIPE O O co x z H z--I=-4-4
v x amu�ixz
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Z= Q C7 - Z� PROPOSED PAVEMENT aC (�
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N O A D upF1IA01 E S�Op 31 a vAj�LE SIOAE Z Q j O D 3>�` RADIUS AS SHOWN ON PLANS PROPOSED CURB AND GUTTER O 0
A RADIUS AS SHOWN ON PLANS Z H
N 03~' ' 4 __ 1~~ _ 4 „ CL p 'I ROADWAY PAVEMENT 0-in
I = 6" MAX. 1�- ------==----� 3,1 ___________ �1 6 MAX. ° o z d ' /-, r d 0
o q � B p ,,' JOINT '� p B A -� � / /' ISO
a FILLER -GUTTER
w
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GROOVE INSTALLATION
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m = PIPE W '` _
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1lIC®®T DETAIL SHEET
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FOR
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?N x F O N SURFACE THIS AREA AS SHOWN x
CCL) CO 0 W PLAN VIEW Hco z ca � IN TYPICAL. SECTION OF PLANS. tOM O PIN: 1628-1$w5682
Z -L -D (�,`� O Z -n PLAN PREPARED BY:
Q ® O Z 0 o z �IIIIifl/i
I �' x w 0 x PARTIAL PLAN OF PAVED STREET TURNOUT W ���` CARD
d ® END TREATMENT DIMENSIONS ISOMETRIC VIEW e- USE ON PROPOSED AND EXISTING STREET INTERSECTIONS OR MAJOR � �SSIO�/�,��
O - Q TYPE COMMERICAL ENTRANCES. `�4.01�� /j19.y' 51 1<ilmayne Drive
H D L W Ts Tb Te A B 2•a SEAS
Suite 203
= Cary, North Carolina 27511
m 18„ 61-011 2311 41, - 4" 6" 211/4„ 25" NOTES: a = 3�194 VANCE
Z 1. CONSTRUCT PIPE END SECTION USING #4 REBAR SPACED 9" a ph 919.481.b29a
N 24rr 8r-2" 3011 4" 411 61+ 27jB" 32" EACH WAY AND MEET ALL REQUIREMENTS OF STD. SPEC. 310.
o „ �� �•;c/VG1 ��'•�'���� CIVIL DESIGN fax919.481.b291
I SHEET 1 OF-1 rr r rr r, rr r, 01 rr " 2. CHAMFER ALL EXPOSED CORNERS 34 . SHEET 1 OF 1 SHEET 1 OF 1 SHEET 1 OF 1 // �Q'��
Q 310.03 30 10 -4 37 4 4 6 335YB 39 310.03 48.04 848.®� '/�f/CHAEL �� •!d
O !Iltll•(.���i
SCALE: 1" = 60' SHEET
1 1
DATE: JULY 29, 2008