SW6111103_APPROVED PLANS_20121113 (2)

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ . COMPLIANCE EVALUATION INSPECTION
DOC DATE����
YYYYM M DD

FAYETTEVILLE, CUMBERLAND COUNTY, NORTH CAROLINA
TO RAEFORD
LLE
NOTF-
Approveu liOCUrns Qt
(r isV-uN4)-, it w i d w,e with +r; or.�cumanta s;
rncwred :" !nG ,._, waial pe.i,l l NU-I.t CarcnmG
rules require that ihr. Vysrelm ckrryf er
If "ad owing Cori _,.w1ionry r :�JU'M. py Wtj it*
bt
---
�{; � ��� 5 K fC=�cS6��eS •,',C�Lv�an 9f1Kov�
City Of
�'y glFipeuertuag�q� w
City ofFiryetteville En '
grnewingDUlion or
our office shall be no �Poneibirit �`� amufack c�
sp-Ailmition� a comply with fiN
tifled This Apewftuith d wlnd"jil.Its. —IstChftW, L omya4
Prior to const .do �n note n
ruCtjoII :64 � does not cCnetltuq�.� �
433-1613 r e,
s,
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
CITY OF FAYETTEVILLE STANDARDS AND SPECIFICATIONS.
Sheet Index
Jneei Number
Siwnt idle
Cl
Cover Sheet
C2
Woier & Sewer Pian
C3
Dicilncige Plan
C4
Per Diversion Swale-
C5
Streel Plan
C6
EiosioI l Control Plon
C7
Hecilhcote Drive 0+00 10-50
C8
Heathcote Drive 10+50 16+50
C9
rlecilhcote Drive 16+50 End
CIO
Roswell Road
Cl I
Moitleind Drive
C 12
Sun, oast Drive
C 13
Exisiii ig Cot ditioi is
C 14
Sew(:r & Streel Detail-
C I5
Mile[ & Sform Doloils
16
Erosion Control DefolL
"l7
Bosin I Defoils
II
Bosin 2 Deloil-
Gooden & Associates,
Surveving l'ltnutnt, ,:thip/tNie
I i45 Cypress I tikes Rd
Hop,; Mills, NC 28348
Pt ie: 910 223 7/66
I -lure f icense: C 19Y2
Wolersupply cnid ,/uiil� l� , wei dF11,9I I,
Dvn B Jessup P t 487t
IUS tIII n9t011'1 F< III( I K 28 306
Pcimanent Delenlion B, Isli 1 Routing Lr:
Steven C. Bolt nger, P-1-. 24894
P.O. Box 128/ Lun;berltnl, tJC 78359
FINAL FOR REVIEW
PJGI Kik GUr-1S IRU� _ Illdl .vl l l o- :u i APPkGv.ti rite ,i,+.
II r OF Fart 1111';1 H
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SEAL
48/6
p�V
84 5
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Inc
a
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Heathdiff at
Westpoint
City of Fayetteville
Cumberland County
North Carolina
Cover Sheet
Bioadwell Lot ici Company
PO Box 53587
kiyelieville NC; 28305
08018 Cover-dvvy
Ivlriy 11, 2012
C1

NORTH
SO' se1-
-----------------------
- - - - - - - - - - - - - - - -
0+00.00 "
EX. SAN MH #2 \�\'
RIM 230.50 1
INV. 217.61 IN NEW
INV. 216.94 OUT
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Wextpoint, Sec 5
\J'B 82, IsO 10
General Utility Notes
Water
I. Water System by City of Fayetteville PWC.
2. All construction shall be to PWC Standards and Specifications.
3. See Detail Sheet for specific construction standards and materials.
4. Proposed Water System to tie into proposed 12" water at lots 71 & 72
engineering by George Rose.
Sanitary Sewer
I. Sanitary Sewer System by City of Fayetteville PWC.
2. All construction shall be to PWC Standards and Specifications.
3. See Detail Sheet for specific construction standards and materials.
4. Proposed Sanitary System to tie into existing Sanitary system at Barfield Drive and Jersey Drive.
5. All Manholes shall be vacuum tested in accordance with PWC specifications.
6. Lots 9, 18-28, 43. 63, 64, 7 L 72, 92-105, 107 & 108 Sanitary Sewer Laterals to be Ductile Iron due to
insufficent cover.
7. Lots 1-7, 43, 53-62,05, & 73-81 Sanitary Sewer Laterals to be Ductile Iron due to insuffecient seperalion
with Water Main. Water Main at these crossings shall be Ductile Iron 10' each side of crossing.
I
I
\
--- --
T F
I I I 1 I
1 I I I I
I I I I I
I WcetpuigI t, Sec 4 I I I
PB 81, 11'6 41 I
1 I I I I
I I I 1 I
1 I I I I
I 1 I I 1
1 / StaA5+12.5 -
1 Weslpoinl, Scc 5 '� [� 231.57
I'B82. I'(. I(1 chi Mv. 22883 i
\i �1
N/F
McPayden
PIN# 9476-99-2058
DB 6921'(1 221
- �NC Gooden & Associates, Inc
Rlp N Surveying " 1'lrrnnin > " 91a1/lling
N \\ Ap83 2�p'�'
� 1 /45 Cypress Lakes Rd
\ Hope
eMills,
C '28 `48
Pl0 \ 1111
-pQf
1 nl A f=um License: C 1992
0+00.00
- 1 ��
1 Ex. SAN MH /1 \ Wafer supplyand scu 1o(ii ,hwCl clesiy n I ,
p RIM 227.75
L' LL I 2 1 INV. 221.61 IN OUT �' �'�� Dofl B. .Jessup: P.L 48/b
105 Cllington St, Foylate:ville NC 2830(,
m Permanent DBIerItIotI Bclsit) Routing 1)y
_______--___.____ _ Steven C. Bol
Adrian Drive - 50' R/W ►- - - - I 8• SANS�Ab `'
Exl„tImI W nr WutMain. �AOIIA NQlf* Yi(i'Z 14A)
FZ---------F----- - 1 - - - - - - - - - T - - - - - - - - - - - - - - - T - - - - - -
I I I I I Wc,lpotnt, Weslpi�int, Sec 4 A
I I I Set: 1, I' l I I
I I I I I PH NI, I'<: 41 1
I I 1 1 I I I I I'll 811, P(. 89 I
I I I I 1 I I I I
I 1 I I I I I I I
I I 1 I I I I I I
I I I I I I 1 I 1
I I I I I I I I 1
I I I I I I I I I
I I I 1 I I I I
gpyy,
'N'
P O. Box 1287 Lurr L)eilori NC 28359
S.' FI '2 Well uml Sec '_
1
I 1'80, PG 811
B PB 16. P(; 99
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Sla.5+00.3 Sto,4+33.2 ---Sta.3t6.}.2 Sta.2+93.2
GR 228.00 GR 228.33 CR 228.68v
Sta2+23.2 Sto.1+53.2 Sta.o+86.9 Sta.0+02.5
i
1I �� Snppk
GR 229.03
Inv. 224.79 Inv, 225.07 Inv. 225.37 lev. 225.68
GR 229.38 GR 229.73--GR230.07.1 GR 230.49
�'1
% Sta.-0+47.4
I Ihp /Idh-UI >84r
Inv. 225.98' - Inv. 226.38 Inv. 226.69 Inv. 227.07
GR 230.69
I)It %Leo I6 8_'
N/I
Grrg,'p.
PI N# 9416-87 1604
DB 7293 P(i 244
1u U,AIA
land" I IIt """". I.I I /
1AN#947fi-'r/ /40b /
D6 7490 11( l 1 16
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FINAL FOR REVIEW
Nl)I tUR CC,NSIluu IICIN 'NI I I i. ! ul AI'I'kOVAl Ki ih1
-.It" Ur 14ll l H 11111
SEAL St
L-3196 - 4876
��
\\ Q U�NpA �Q
//lll/lll I�IVIIIAAIPA"
\\ alrr ;Intl Scvck�r ()I17v
Heathdiff at
Westpoint
City of Fayetteville
Cumberland County
North Carolina
Water & Sewer Plan
Blcadwell Land Cornpauy
PO Box 5358/
Fayclleville, NC 28,105
08018-utlllly-levl(_SD�.d;vg
1,1(iy 11, 2012
C2
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T 7 t..
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I`- 100'

NG GRG Gooden & Associates, Inc
NgpB� j GGI surveying- Planam - llapping
1 /45 Cypress lakes Rd
Hope Mills, NC 28348
Phone:[phone]
Finn License: C 1992.
I 1
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
------------------------------------------ ----
I .'
Adrian Drive - 50' R/W ,
-------- - _ -- -._-------- -- -- -_-------- _ I .� r---------I---------r---------r � r--------�---------r �--- r---------I----- r---------I I-r------ I---- r- 1-__ �_-_ _.__I---------1-__-.-------r------.
Westpoint, I
I Westpoint Sec 4 I Westpoint I p L
'Sec 3, PT 2 1 1 I Sc.c 3 PT 2 Westp(int Sec 2
I I I 1 I I I I PB 81, PG 41 I ' I ' 1 I 1 '
I I PB 80 PG 89 1 PB 7� PG 99 1
Westport Sec 4 ¢B 80, PG�9 Weft oint, Sec
I I ' i i i i i i i i i i i i Bp
I PB 81,1 PG 41 I I I I I I I I '[ �I I 1 I 1
1 I I I I I I 1 I I 1 1 I -a 0_I I
C Lrj
;Westpoint, Sec 5 m
' i 96 97 98 99 100 -101 10 103 104- : `.. 1 5� 106 - 1 I....•- \ �' e
O. .-I O ,
O ,� ,� I Q O ,1 O 0 O O O O
I PB 82 PG 10 , � � � =' I
\ \ L---_- 1 l I�-- ----J r/ _ _.---1 1-- ---- J L. -_J t __ �. 1 1 J L -..I vplley Gutted
r L
- L 34.78' 1 GI_-v r 53.32'.1 RCP _- -� _ �! - -- 140go,. _T CR I 1 r
31.3r 1s^ E-v CI 16A RCP ® .as% I-16 I-7A I-7 1:0t%
hco e rD •ve 0' R�� - P /
1 4
/ 7 - \ •\ .X, 138.05' 15" RCP 0.497 '127.78 24 RCP 2 0189-
w � / / �� ; � • � .V / -_. m,_.v_r. �: ,,, . _ - ,�- �� 4, NOTE: /
` 70.00' 1 " RCP I-6 CI-5. CI- -�-2 ors 6-10 tnusT aE
--'- 94 , / U __ CI 168 -_ -. -- I- GI-17 % ®0.40 ` 28 5 ' 15' 34 78 1 "RCP -`,' GRADED TO DRAIN TO THE /
` - ---- �4.25 24" 35.75' 24' 117.22' 4" _ 0 0 52%
-RCP ®0.509 STREET OR TO THE SWALE. /
z.69Y > _
RCP: .RCP
28 w i �®o� 24g�cp �a�
Nr am v l I N I °
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e
\ - -_ - - ---_ 5 1a
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1 r - I Pack Investments 1. "
i i S -- n -- -- - - - ---- -- ` �-
i�' r ) r 1--- - F DB. 7222 Pg. 198
/ -® s.so�
58 III 59 80 61 62 63 0' :. 64 65 86 67 68
57 O .. O O O O � I O
I I; 13.61`24" RCP ; \ \
30 / __-_�RCPJ 14000'15 l; _ _
1 I- - -I L SDMH-1 OA ;R I t _ 1 I _ I I _ !/ i �
92 ��'� *c __ I ®0209. ®0 46% RCP - - �� -,
moo/ �� ! '✓;/ - Cl-18 __ Valley cutter CC�1B "v DI 11D Six Pack Investments LLC
CI-19 CI-19A f CI 11A _, _
Roswell Rsa� __50 R/W - ®oss% sn2r 24RCP r' _251 TV z RCP 0 0.30% ro -� adz DB. 7222 Pb. 198
i j -�/ - ®0 30%
7 , W estpomt; Sec 5 91 - - - -- _- --
.. � . �: 55 1 �- - ....gin
PB82 PG 10� <O / \-� -:�;/ �_- CI-20
< / CI-20A 24" RCP
2% � CI 12 J
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211b5.501
050t�c_P ----J 1---- -J-----_� ,� ----1---------,� Ls ---I-- �� -F. _ _J L_-_-__..i L ----- I_ -_ -I ` �, : L�• .�.
_ , 1 I 1 28.5' 15' RCP �, eQ PIN# 9476-97-7406
- __ 1 RCP 1.759, _ -i.,
CI 27 - valley Gutter DB 7490 PG 1 16
- - -
\ = CI 21 3 CI 29
RCP ®0. °
• land 0r'ive.-'50' RI oe-= ` {
28.
75
I --- '� • _ _ /�'::�__ CI-28 - .- . CI
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- O_ 82 r 81 1 0 79 ' ,8. 7 7 _ FES-15
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Perm. RiPRap Appron y, A �"a; .L ,:_ - 1
DIIn Swale at the end ,. �__. J L.___... J L-�_.. ____. _.. _...-J LPerm.-DI 64n Berm 1�---/� � •.... - ', '- ��..'__.._, �..
WET
of Heatheote Drive _.�.. .,. \._ - • :�r. ,�.. _'�.... II
__..__ .- -. ....-.,- --_. _. I-32 __ _� __ I � • . :. I :1� I NTION
- -� - BA N 1
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\ WET DETENTION BASIN 2
N/F
McFayden
PIN# 9476-89-2058
DB 692 PG 221
N/F
Gregory
PIN# 9476-87-1664
DB 7293 PG 244
CIiyOf�����
City of Fayetteville Engineering Division
our office shall be notified
prior to construction
433-1613
I"ixedn,
N le
1
2
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ue
6vert
ter nih-
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225,04
224,86 --
223 95
223 36
223 3
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225.74
140.00
111
225.04
34 78
1800
24 UO
2-1 00
0.52
0.18
0
228. 1>
17.110
224.36
223,95
221 78
11722
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9
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227. 0
22280
228 88
)28.5 3
228. 10
227.58
221.2b
227.2E
2S 6
23023
224.84
223.36
226.52
226.24
224.95
223.22
223.23
22234
28 SO
V,
10 00
IS 00
2400
1500
15 UU
2400
24 00
O.SO
0 19
040
1 01
_ 69
fl 80
U SO
1.00
224 10
223 22 -
226.24
225.70
223,22
222,34
-
223.09
220.94
222.18
221.87
S3 3 z
.41
110 21
28 50
1-1056
15 00
2400
222.75
114.33
1800
050
222.18
100.53
1800
0 30
110
1IA
229.76
228. 0
221.87
25116
2400
0.30
221.12
220.97
22112
SO22
2400
0.30
1 I
228 to
220.97
1 3 61
2400
0.2,
220.94
MII IOA
227_
22094
5018
36.00
0.99
220,44
12
226.34
222.01
1461
18 00
0.48
221.94
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228,01
220.44
314. 18
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219.18
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228.46
211.00
52.45
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220.93
210,00
229 46
221.07..
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221.51
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138,05
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226.56
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227.73
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227.56
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191
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230.33
221 4,
221,21
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22579
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220.56
219,53
219.58
219.81
140 00
24 00
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---
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22173
14000
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217.75
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223.36
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----
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227.12
226.21
225.30
31.1
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216,95
22756
231.10
227.12
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21
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22627
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225.16
28
229.17
225.16
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21161
1.79
240(1
O.Ri
211 U0
Watersupply and saiiilary sewer design 1) -
Don B. Jessup P.E. 4876
105 Ellingion St. Fayetteville NC 28306
Permanent Detention Basin Routing by:
Steven C. Bolenger P E- 24894
P.O. Box 1287 1_umbet lon. NC 28359
I,
ALL BUILT -UPON AREAS MUST BE
GRADED SO THAT STORMWATER RUNOFF
FROM IMPERVIOUS AREAS WILL FLOW
INTO THE STORMWATER COLLECTION
SYSTEM
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o .•FEss/o 2
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FINAL FOR REVIEW
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Heathdiff at
Westpoint
City of Fayetteville
Cumberland County
i�lnrth (-'rrnlir�r-t
Drainage Plan
Bnxldwell Land Comparry
PU Box 53587
F(Iyell@vllle, NC;'28305
08018 Drainage ECIC3DI.dwg
May 11, 2012
1' - 100'
C3

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C j Out=221.87
Permvlem
`Pond N l
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PERM. RIPRAP
LINING IN SWALE-3-
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SWALE-3
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R m� 230.2}3
Out> 22� 18
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- IN 223:41 00 9 2 Pond H 2
-..-/ '\' �.:! --_ ' ,: / I L--:�:r.\' _-INV OUT, 211.61_.-.
r % FES 3L /
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INV. 211
1
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oil
88-QAVN
LOOZ/SB-aVN
235
230
225
To Permanent Pond # 1
220
00
EXISTING GROUND
GRASS -LINED
CHANNEL
NOT 10 SCAI_F
I1 11
CROSS SECTION DETAIL
NOT 10 SCALE
EXISTING GROUND
cifyof Me
opt
230
City of F Qyetteritle-EnginPerijlg Division
our office shall be 110tinied
225 prior t
Iclio
433-1613
220
'o Permanent Pond # 2
>_15
�O•.�FEss>o
� ; a 5/II/IZ w•�/�'
SEAL
N-A, 024894 k
-N(j INF��••t��
N �
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fNrtu (V )R I, � `� I
Permanent
Diversion Swales
C4
V
Y
Y
Y
Y
Y
Y
,
Y

✓FpsAl
Existing
7
96
1
S
K
�
K'
100 (II 101 _/10
HEATHCOTE DRIVE - 50' R/W
r
26 21 20
t
59 60 61 62 63
/ rR/W RR=2. S' (Typ) _ --
ROSWELL ROAD - 50' R/' W
BC Rad 5r Typ
� r
.i,J 53 52 51 50 49 46 47
39 40 41 I, I 42 45
MAITLAND DRIVE- 50' R/W
„J
Existing Pavement
rr
0
T
pLa
70
LLJ
i
-
Q
O 74 i
1 Jg 1 i
i lil! r r
15
• I ql
NC
Gooden & Associates, Inc
Surveviug " l'latimito - :11apping
1 745 Cypress Lakes Rd
Hope Mills, NC 28348
Phone: [phone]
Finn License: C 19v2
Miter supply and sallltafy sP,Wef deslgl l li'/
/
Dom B. Jessup, P.E. 4876
105 Ellington SI. Foyel loville: NC 28306
Pennanent Detention Ba;u, Rouling by
Steven C. Bolenger, P.E 24894
P 0. Box 1287 Lumbe!ton L!C 28359
a
FINAL FOR REVIEW
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7�7///lllllllllllll\\\\\\ grrr III tllli ro
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Heathdiff at
Westpoint
City of Fayetteville
Cumberland County
North Carolina
Street Plan
Broadwell Land C;oii Iprn �y
PO Box 53587
Fcryelleville, NC'' s05
08018 streek[CA )] dwp
10(,y H. 2012 C 5
r
Y
•
•
Y
1 = 100'

NOTE:
NO SEDIMENT OR EROSION CONTROL
MEASURE SHALL BE REMOVED WITHOUT
DENR APPROVAL
NOTE:
ALL SEDIMENT BASINS WILL BE INSTALLED
WITH BAFFLES
NORTH
NOTE:
The angle for graded slopes and fills shall be no greater
than the angle that can be retained by vegetative cover
or other adequate erosion -control devices or structures. In
any event, slopes left exposed will, within 21 calendar days
of completion of any phase of grading, be planted or
otherwise provided with temporary ground cover, devises or
structures sufficient to retain erosion. Permenant
groundcover will be provided for all disturbed areas within
15 working days or no more than 90 calendar days,
whichever is shorter.
All curb inlets will be protected with Block Inlet Protection
as shown on plans.
NOTE:
All sediment and erosion control structures were
designed based upon a 10 year storm.
• All Q10 values were derived using total drainage area
to structure and a c factor of 0.3
• All rainfall intensity duration was derived from the
NCDENR Erosion Control Manual (Estimating Runoff,
Section 8.03)
• TOTAL DISTURBED AREA = 33.9 ACRES
**NOTE**
ALL OFF SITE STORM DRAINAGE IS BEING TREATED BY
EXISTING OFF SITE STORM WATER SYSTEMS.
J
Westpoint, Se,C5
PB 82, PG I
CONSTRUCTION SCHEDULE:
I. Obtain plan approval and necessary permits.
2. Hold a pre -construction conference at least one week prior to beginning construction. SWALE LINER CALCULATIONS
3. Stake the temporary sediment traps. A = 2.7 m
4. Install the Construction Entrance/Exit 110m/15.0 = 5.34
C = 0.35
5. Install the Temporary Sediment Traps Q,o/s = 5.04 os
6. Install all porous battles inside all temporary sediment traps and as shown on plan. S = 0.50%
7. Install the silt fences and temporary diversion berms necessary to contain sedimentation in M = 3 : 1
MIN DEPTH = 0.86'
th se areas as shown on the plan. V = 2.25 n+s
8. Clear the site as shown. USE GRASS SEEDED
9. Rough grade the streets. STRAW & NETTING
10. Install silt fence along the cut/till slopes of the streets.
11. Irntall Storm Drain System.
12. Install Flared End Sections to storm outlets as shown on plan. These structures will be
in stalled within the sediment traps. Please note that prior to removing the sediment traps the
Flared End Sections will be reinstalled above the sediment trap.
13. Install inlet protection to all curb inlets.
14. Stabilize the easement areas and seed according to specifications. Surface area required = 0.01 acres/cu. ft. x Q10 x 43,560 sq. ft./acre
IS Fine grade the streets and pave. Volume Required = Disturbed area (acres) x 3,600 cu. ft./acre
16. Stabilize the cut/fill slopes along the streets and seed according to specifications. All Q10 values were derived using total drainage area to structure and a c factor of 0.3
17. O:lce the site development is complete, stabilize (if necessary) disturbed areas and establish Minimum Weir Length (feet) is 4 feet. Weir lengths derived using Weir Length (L) = Q10/Cw x H
permanent round cover according to specifications. P S b P Cw = 3.0 H= 1.0'
18. Remove all temporary measures.
19 A I erosion control measures will be inspected weekly and after each rainfall event and -
necessary repairs/maintenance will be made immediately. Adrian Drive - 50' R/W
-Illil
20.Estimatedtime before �inalStabilization ofinfrastructure -90days.
Westpoint, Sec 4 Westpoint, Westpotnt, -- -
PB 8 , PG 41 Sec 3, PT 2 Sec 3, PT 2 Westp lint, See 2
Westpoi t, Sec 4 B 80, PG�9 PB 90, PG 89 PB 7 , PG 99 We. tpuinl, See
PB81,PG41 0��1 P 76,PG99
v Construction
LIMITS OF DISTURBANCE „1 Entrance
ILOr, OF DISTURBANCE LIMITS - -- - RF3ANCE
Westpoint, Sec 5 : .: �' � � >* � .......... ......... .....,...... ............,,, I ...,..............,....... .................. ,,.,...,,� ........._ �. _ ! ..�.,. ...,...
.� 1, ........ .. .. .. �
PB 82, PG 10 Silt Fence
ad 1 97 98 99 100 101 n O2 O3 0 l ! 5 I O O
e1
�..
1
\.-
i
) i
ley Guilts
r
obo'1s'Ilrca
/ ! 34.78' 1 CL-V �' 53 32'.
L-V CI-16A RCP ® .497 C-16 i I-7A I-% ®1�0i% ®O.zO%
4 1 1
hcote !Drive 50' _ -
" _-3 - - ®% 11 2zr7e 24' RC a 0.18% - 5
/� _ 138.05' 15" RCP ®0.499 _
\ 16 CI 5 n r_ _ \ t NOTE
struction
once
\ 33
3.1 V ,5" R
9 % 34
35
I - - -- LOTS d-10 MUST BE
CI-17 70.00' 15- CI- 28.5 ' 15" 1-2 3478' 1 RCP I �/- GRADED TO DRAIN TO THE
/ ) ® 0.40 35.75' 24" 117.22' 4" RCP 0 0,50% 0 0 52% -
___-__ __. -. � STREET OR TO THE SWALE.
i -4.25' _24'l RCP, CP _
18 27 _ '-_._ E 24 23 `,., 22 21 2.209% I ®004� CpRB ®0% 17 76 j i.2111
FlbY1
�6
CI- 9I ICI 8 0 O Q to 3 1z n oe \
b- 2as_ Rc --' ''
g- _- --- ---1s
-_ L11 I �I Swale 1 Swale 2 Swale 3 Swale 4
o, --_ __--_ _-_ -_ _--_-_:�-0: 1 _ r--..ih:-L .LJ i .`<-� c=0.5 c=0.5 c=0.5 c=0.5
/ .... - _ _._-... i=6.33 i=6.33 i=6 33 i=5.34
56 •o - '" VA A=1.46 A=1.14 A=1.26 A=3.32
II
60 81 62 63 84 65 68 67 68 i I 1/� 0=4.6 Q=3.6 0=4.0 0=8.9
y A o 136 '�4" RCP
L- SDMH l0A o ®0. CI-11 m=3.1 m=3.1 m=3 t m=3a
N � w I ��✓� - .. O-
i s=0.4% s 1.0% s -3.88% s -0.48%
ll,
14 --- `O .,, h.. d=0.88 d=0 68 d-0 55 d=1.09
140.00' 4" 12CP -Z-140.00' 15' RCP _-- - - �� --- .x` g� V=1.98 V=2.60 V=4.41 V=2.50
®o zo% ®o.as CI 11 B i� y - r \ Valley Gutter � ' � ------
�tland
TEMPORARY SEEDING SPECIFICATIONS FOR; " ..�
L�
LATE WINTER AND EARLY SPRING CB 2H"
�... - -
SEEDING MIXTURE -
J.
P N
RATE (lb/acre) ocre w
SPECIES ( / ) �
F
4
Rye Grain 120
n,
Annual Les edeza (Kobe)...., -� _
\ ` o
•* Omit annual lespedeza when duration of temporary ground cover Vv.�... _ - ,- � -' ,, ' _�.,, �'- �--. _-_ _ 83-�,._-p
is not to extend beyond June.** `v, A\ _ - ...n, 8 > O ..- 82 et - o @0
Perm. Ri Ra A ron A �.. :5 -
P P PD A
SEEDING DATES - A - --
in Swale at the end -`� '- � �� � `C. � -'-
Dec. 1 - Apr. 15 of Heathcote Drive�.-
o r r 132
SOIL AMENDMENTS ,r � ",,,, a -
Follow recommendations of soil tests or apply 2,000 lb/acre ground - "`\�,,�= - pars-
,
agricultural limestone and 750 Ib/acre 10-10-10 fertilizer. W� �' ,._----! 9 r21�'-"�s•�.�;\\\\
er
MULCH `oa
Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt, netting Q _
or a mulch anchoring tool. A disk with blades set nearly straight can be
used as a mulch anchoring tool. On '\
MAINTENANCE US,
Refertilize If growth is not fully adequate. Reseed, refertilize and mulch\\
immediately following erosion or other damage. \ jl
SUMMER `
SEEDING MIXTURE \\ \-
SPECIES RATE (lb/acre)
German Millet 40
SEEDING DATES
Apr. 15 - Aug. 15
SOIL AMENDMENTS
Follow recommendations of soil tests or apply 2,000 lb/acre ground
agricultural limestone and 750 lb/acre 10-10-10 fertilizer.
PERMANENT SEEDING SPECIFICATIONS:
MULCH
Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt, netting
SEEDING MIXTURE
or a mulch anchoring tool. A disk with blades set nearly straight can be
SPECIES RATE (lb/acre)
used as a mulch anchoring tool.
Pensacola Bahiagross 50
MAINTENANCE
Sericea Lespedeza 30
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch
Common Bermudagrass 10
Immediately following erosion or other damage.
German Millet 10
SEEDING NOTES
FALL
1. Where a neat appearance is desired, omit sericea.
SEEDING MIXTURE
2. Use common Bermudagrass only on isolated sites where it cannot
SPECIES RATE (Ib/acre)
become a pest. Bermudagrass may be replaced with 5 lb/acre centipededgrass.
Rye Grain 120
SEEDING DATES
SEEDING DATES
Apr. 1 - July 15
Aug. 15 - Dec. 30
SOIL AMENDMENTS
SOIL AMENDMENTS
Follow recommendations of soil tests or apply 3,000 lb/acre ground
Follow recommendations of soil tests or apply 2,000 lb/acre ground
agricultural limestone and 500 lb/acre 10-10-10 fertilizer.
agricultural limestone and 1,000 lb/acre 10-10-10 fertilizer.
MULCH
MULCH
Apply 4,000 lb/acre grain straw or equivalent cover of another suitable
Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt, netting
mulch. Anchor by tacking with asphalt, roving, or netting or by crimping
or a mulch anchoring tool. A disk with blades set nearly straight can be
with a mulch anchoring tool. A disk with the blades set nearly straight
used as a mulch anchoring tool.
can be used as a mulch anchoring tool.
MAINTENANCE
MAINTENANCE
Repair and refertilize damaged areas immediately. Topdress with 50 lb/acre
Refertilize the following April with 50 lb/acre nitrogen. Repeat as growth
of nitrogen In March. If It Is necessary to extend temporary cover beyond
requires. May be mowed only once a year. Where a neat appearance is desired,
June 15, overseed with 50 lb/acre Kobe lespedeza in late February or early March. omit sericea and mow as often as needed
-18
-
CI-19 _ CI-19A
- --
- -
11D� s
i,
6" R50
a
1 Roswell Rood- 50' R/W o.ssz
---
1 22 24 RCP 251 1&' 24` CP 0 0.307
2 `
-
i
o0
\
®.22'
28.5
' 24" RCP
�2
CI-12
18' RCP\14
7 ta" "
3CP
52\
51
)
50
49
O
47
Lno
®
a
F9048
},
n-'
72 �:
71
\
`•., 70
C I -11 C
e
GROUND STABILIZATION*
i I i
i c 3 VVV
to
o i
41 taz o 43 44 45 i
� III
74 i ,•„a cA
- - - _- - - - 28.5' 15 RCP
.I @ 0.631.75%
CI-21 ®os3e� CI 29 valley Gutter
-
- ._
_
S
j_.75 1
31-2
ae
0
_ _.._ A
111 65':
14
52.45' 36" RCP
- L
W
8I(FI3L©P€
M(JST
\
2,6 a ns Rdn...
DI 15A
a
T6Af`1D6
0' 7-
0
T6 in
2
o
0
I I,
x 0.88 36 RCP
FES-15
J Rerm-
- - - vfl
- F 31 ES
_
_ .Pzrfnl RiPRoP �PP(6
TEMPORARY SEDIMENT
WITH BAFFLES AND ROCK DAM
TEMP SEDIMENT BASIN
WITH ROCK DAM Wetlands /
__..
�\ ,\ PROVIDE BAFFLES IN ACCORDANCE WI rH
THE EROSION AND SEDIMENT CON ROI_
PLANNING AND DESIGN MANUAL.
(PAGES 6.65.1 - 6.65.5).
109 SEE PROJECT SHEET 11 OF 11.
Line
LEGEND:
SIL T FENCE
LIMITS OF DISTURBANCE
PERMANENT DI VERS/ON BERM
GRA VEL CONSTRUCTION ENTRANCE (L O TS)
INLET PROTECTION
VELOCITY
DISSIPATOR
(RIP -RAP)
11 33
7 60
V
794
d_ o
0- ' e
d mux
0-911
I'luc knc,s
10"
La
III' 0"
DO
"'0"
Sun
6-0„
TEMPORARY SEDIMENT TRAP 1
Q,a,a= 0.30 X 6.30 X 8.03 = 15.17 CFS
DRAIN AREA = 8.03 AC
DISTURBED AREA = 8.03 Ac
SAR= 15.17 X 435 = 6600 SF
SURFACE AREA PROVIDED = 8450 sF
VOL. REQD = 8.03 X 3600 = 28908 CF
VOL. PROVIDED = 38205 CF
DEPTH = 4.5'
SIZE= 65' X 130' X 41s'
WEIR LENGTH = 15'
BOTTOM Ei EV = 215.50
WEIR CREST ELEV = 220.00
TOP BERM ELEV = 221.00
VELOCITY
DISSIPATOR
(RIP -RAP)
i
�=11®
TEMPORARY SEDIMENT TRAP
Q,w,o= 0.30 X 6.30 X 9.79 = 18.50 CFs
DRAIN AREA = 9.79 Ac
DISTURBED AREA = 9.79 AC
SAR= 15A 7 X 435 = 8047 SF
SURFACE AREA PROVIDED = 15359 SF (Including 39 x 65• Side clays)
VOL. REQD = 8.03 X 3600 = 35244 CF
VOL. PROVIDED = 69500 CF (Including 39' x 65' Side Bays)
DEPTH = So'
SIZE= 65' X 193' (Excluding 39' x 65' Side Bays)
WEIR LENGTH = 20'
BOTTOM ELEV = 210,00
WEIR CREST ELEV = 218.00
TOP BERM ELEV = 219.00
VELOCITY
DISSIPATOR
(RIP -RAP)
Irsl
fI
- -
h-
1, fr'
I uI:,1
0 :�..
n,I,IT
r 0
VA'
-
IT'I-
Site Area
Stabilization
Stabilization Time
Description
Time Frame
Frame Exceptions
Perimeter Dikes,
swales, ditches
7 days
None
and slopes
High Quality
Water (HOW)
7 days
None
Zones
If slopes are 10' or
Slopes steeper
7 days
less in length and are
than 3:1
not steeper than 2:1,
14days ane' allowe ( 1
Slopes 3.1 or
14 days
7-days for slopes
Flatter
greater than 50 feet
in length
All other areas
--
None
with slopes flatter
14 days
(except for
than 31
perimeters and
HOW Zones)
-txtenslons of time may be approved by the permitting authority
based on weather or other site -specific conditions that make compliance
impracticable." (Section 11 6(2)(b))
Upsh r°am
Nod,
UpsU eem
Biu,
U stream
lwv ,t
length
Size
Slope
Downstream
Inver:__
Doanstream
Nude
A
l
�,
-,
(i -
CI -IA
129.21
225.74 _
140.00
18 00
0�50
225.04
CI t
0 40
__
0.50
S 00
9.
1 --
( -1 _
228 53
225.04
34 78
18.00
0.52
224.86
CI 2
l 10
0.50
6 28
_
51
.t 3=
CI -2
228.43
224.36 _
22/.78
24.00
0.18
223.95
CI3
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0.50
o II
ii
r.89_
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221 50
223y95
111.22
24.00
0_50
223.36
CI-5
030
0-,0/
r+
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1 10
1.1'1
CI _.
227.',0 _
22484
2tl50
1500
O.SO
224.70
01
103
0'i0
5.00
/.9,_
4O18
CI-S _
227 8U_
223.36
3575
2400
0.39
223.22
SDMH_ 6A
p.15
OSCI
S ll2
L 9d
11 ',0
C'17A
228.88
226.52
7000
1500
_
040
22624
CI /
110
0.50
_
S 00
_
h92
_
d.3o
228.53_
226.24
224.95
28.22
53.32
1SOU
1OI
_
225.70
Clfi
040
OSO_
532
IS13
CI-6 _
SOMH6A
228.3(1
227.58
64.25
24.00
2.69
223.22
SDMH-6A
015
0 SO
1
_
/ //
0 99_
110.17
24.0(1
OBIT_
222.34
C18
0.00
0.50
8D,
091
0000
CI-9
227.26
223.23 _
28.50
Is ON
_0.50
223,09
CI-8_
0.24
0.5o
5.00
y;
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CI$
22726
222.34
19056
24.00
_
I ON
220,94
SDMH IOA
030
0511
_
813
_7
LI'r
DI -lilt
156/
222.75
114.33
18.0C1
U50
_
222.18
CI 11(
0.90
0.50
S00
_o.Hi
1y32
_
3Su
CI1)(230.23
222.18
100.53
18.00
030
221.87
(1 lHil
025
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S61
//1
09'
CI-1II1
229 Al
221.87
251 ]6
24 00
0 3O
221.12
Cl 11A
0.50
0.50
6_I >
7 Y,
_
1.98_
C1-11A
22850
221.12
5022
24,00
0_30
220.97
CI110.Is
0.5o
7.64
108
0Yl
(111_
228.0u
220.97 _
13 61
21.00
0.21
220.94
-
SDMI4 l0A
0 27
0.50
802
--
696
1 01 -
SDMH IOA
217 5 /
220.94
50 28
16.00
(199
220.44
SDMH-10
0 00
050
8 / -
5 / 3
0 Of
C112
22'8.34
222.01
1467
I8.00
UA8_
221.94
SDNII110
106
0.50
00
/92
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12807
220.44 _
A4.78
36.00
040
21918
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0.00
0.50
8.89
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CI-13
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211.00
524
36.00
L07
210.44
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CI-14 _
DI-15A
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221.07
210.44
28.50
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220.93
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40.88
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231 01
228.28
31 32
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225.79
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220.23
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192
3.9u
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219.53
28.50
24.00
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219.24
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1.18
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221.73
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---
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7.52
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221.75
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1179
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1.58
Gooden & Associates, Inc
Surveying Plemlii71�r1/n/1lI11
1745 Cypress Lake; R(1
Hope Mills, NC 28348
Phone: 910-223 / /66
Firm License: C 1992
Wnter supply an(i nnllarl sewFtl cleslUn try.
Don B. Jessup. P F 481e,
105 Ellington SI. LIC 28306
PI•nnanent Defe nllon Brr;n1 houlin<) f-;y
Sloven C Bolen(µ I P E. 24894
P.V. Box I
12Hi lunit lll I I 1iiSJ
FINAL FOR REVIEW
uUr K)R CCN5IKU IlUIv wl WiiUI APIROS �.I li:. )!.1
II f VI I ACl I I-l'ILI F
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Heathdiff at
Westpoint
City of Fayetteville
Cumberland County
North Carolina
Erosion Control Plan
&oa(Iwell Lnnd (:�Inpuny
PC) Box 5358/
Fayetteville. NC _'83(i;
08018 Drnin(lye F( 1C31)1.(ivog
M,Iy 11, 2012
100
C6
v
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,

Notes:
Lots 9, 18-28, 63, 64, 71, 72, & 92-105 Sanitary Sewer Laterals to be Ductile Iron due to insufficent cover.
Lots 1-7, 43, 53-65, & 73-81 Sanitary Sewer Laterals to be Ductile Iron due to insuffecient seperation with
Water Minn. Water Main at these crossings shall be Ductile Iron 10' each vide of crossing.
0+00
PROP. SAN MH #1
Rim 230.50
Inv. 225.75
Inv. 226.05 Lot. (8)
Inv. 226.42 Lot. (9)
2" 45' Bend
-0+47.4 SAN G,O.
GR 230.69
INV. 227.76 i
v
0+02.5 SAN C.O.
.ti.GR 230.49
INV. 227.07
5(
24
24
24
24
4(
23
23
23
23
3(
22
22
22
22
2(
21
21
21
21
'-1(
WE
1+03.2 SAN
GR 229.98 ,
INV. 226,02
1e
O
0+86.9 SAN C.O.
GR 230.07
INV. 226.69
11
1+73.2 SAN C.O. I/ 2+43.2 SAN C.O.
GR 229.63 GR 229.26
INV. 226.19 INV. 225�9
1+79.85
PROP. SAN MH #2
Rim 229.60
Inv. 224.96 In
Inv. 224.86 Out
O
1+53.2 SAN C.O.
GR 229.73
INV. 226.38
2+00
2+54.85
CI-1 A
Rim 229.23
Inv. 225.74
O
2+23.2 SAN C.O.
GR 229.38
INV. 225.98
Nt; GR/6
SEE SHEET C12 OF 18
_. / - - -- --- - - a
f Q
o
I I
13 14 15 16 17 18 19 l 20 21 C2
3+13.2 SAN C.O. , 3+83.2 SAN C.O. 4+53.2 SAN C.O. 5+23.2 SAN C.O. 5+88.2 SAN C.O. 6+36 SAN 0. 7+25.7, SAN C.O. C) 9+00.7 SAN C.O. II &t63.2 SAN C.O. 10+33.2 SAN C.O.
GR 228.93 / GR 228.58 GR 228.23 , CR 227.73 GR 227.60 GR 227.50 'I GR 221.64 U NV .228.48 C GR 229.17
INV. 225.59 INV. 225.29 INV. 224.99 INV. 224.69 INV. 224.47 INV. 224.68 INV. 225.08 �R 228.82 I,I
_ 5+ .87A 2 MH �/3Rim I', ,75UMH S6A INV. 226.22 INV. 226.53
Inv. 223.10 In IM 227.58
iINV. 223.22
Inv. 223.00 Out 117.22' 24" RCPI1 64 26' 24" RCP
34.78' 18"
RCP® 0.52%
400.00' of. 8"San Sewk
3+00
> o u)
140.00' 18" hC 0 > N N of
® 0 50% 1 m - m o, N
j
® 0.50%
I
3�-75' 24" RCP
,
-
I 02.69%
4-04.78
6+42.56 !
CI-3
®'.0.39%
8"GV
8459.78
-
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RIM 227.50
!
I CI-6
t
(AIM 228.43
NV. 224.86 In
INV. 224.70 In CI-4'
(
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Rim 228.30
�
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RIM 227.80
i
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'INV. 224.36 Out
1 0 0.50%
INV. 223.95 Out
INV. 223.36
.,
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Inv. 224.95 Out
t--t
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RCP 0
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i
229.93' 8" DIP Son.Sew
447
n
90' DI Pipe
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- -_-^
-
-
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er
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Rim 228.53
RIM 227 50
8+19 Heatheote
'RIM 53
RIM 88
-i
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c N
Inv. 225.04
i
20� DIP., Each Way
6�.
i
INV. 224.84.
-0+10.00
_. N
Suncoost INV, 226.24 INV. 226.52 c N
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PROP o v,
--
SAN MN #4 IL a a
ut
Rim 228.05
O
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I ' Inv. 224.11 Out
O"
-O _.__. _._
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108
107
106
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2+93.2 AN C.O.
3+63.2 SAN C.O.
4+33.2 SAN C.O.
5+00.3 SAN-C,0.
-_ _...__
5+62:4 SAN
7+33.2 SAN C.O.
8+03.2 SAN C.O. 8+73.2 SAN C.O. 9+43.2 SAN C.O. j 10+-13.2 SAN C.O.
GR
.33
GR 2225.07
R 228.00
GR 2275.101 �t,
R 2225.
228.0: GR 229.07
NV.2225.68 -
:-.
NV.2225.37
NV.28.68
v
N•,
1
,' R R 228.37 INV. INV. 226.44
\
V/
o
a
_._
ct
-
All
t J
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SEE SHEET C8 OF 18
Heathcote Drive (0+00 to 10+50) - 50' R/W (30' B/C to B/C)
Scale: I " - 401
-1+00 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50
1 ,
7+00 7+50 8+00 8-t50 91-00 9+50-
10+00 10+50
Gooden & Associates, Inc
5« /veyiftg , Plilloriil",, flu/,mint`
1145i vpi(,s, t(it, Kcl
II 'f , rfdh NC 283,48
NI n, •r. 910 2 '3 1 L6
Ilin;i(ense 1P92
"UpplyrnIct- raIII,uy , wr,l riot.iclr I,
t < f 1 ti InSl-up
10S Hllllglun )L n , tl, ;ill, ri( 18 r
PeIfoclo rlt [ etc olloll P,I'll) t'AdI ig i
Steven C. B0,I,1nq,,I P.I. . Bv-1
PO.Box 128/ Iunrl„dl If 11t.28i5`i --
FINAL FOR REVIEW
Pb �I10le( *'.1h II !. ', Ir'III nr''*.. .,
Heathdiff at
Westpoint
City of Fayetteville
Cumberland County
North Carolina
Heathcote Drive
0+00-10+50
Br !,I//, ILrnr1.::,fiI[,,lrly
P1,fiox 5358/
h�i;crllevill��, tl�.
2EttUS
. ; I I 2012
1" 40 Hof
I I Vert
C7

Notes:
Lots 9, 18-28, 63, 64, 71, 72, & 92-105 Sanitary Sewer Laterals to be Ductile Iron due to insufficent cover.
Lots 1-7, 43, 53-62,65, & 73-81 Sanitary Sewer Laterals to be Ductile Iron due to insuffecient seperation
with Water Main. Water Main at these crossings shall be Ductile Iron 10' each side of crossing.
CD
to
OC) +
0
Li `-
0
400.E
Li I
Lil W
=z _
� J
LJ =
W C)
(� Q
23
24
25
26
11+0,3.2 SAN C.O.
11+73.2 SAN C.O.
12+43.2 SAN C.O.
1
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GR r229.52
IN 226.84
GR 229.87
GR 230.22
-
R-230.57
INV. 227.15
INV. 227.55
IIIV.
12+09.78
z
w
o
SAN MH #5
w
N
Rim 228.90
a
Inv. 226.07 In
w
a
Inv. 225.97 Ou
12+74.78
a
Cl-17
a
u'
RIM 230.39
34.78' 15" CL-V
-
INV IN 227.56_-(C
RCP 0 0.49% o_
__-_
-,� -
�.]V -IN 226.58 (C
INV OUT: 225.79
- _--
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1' of 8"Soh
ewer ® 0.44% 90';6I; 31
' SDR-26
17 88" D
S .S
j11+ 0 ,f
a --- _ 12 0
13+00
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10+8,3:2' SAN C.O. 11 j-�2 SAN C.O. 12+2,12 SAN C.O.
GR--229.42 ,GR 229.77 GR 230.12
"INV. 226.75 /- INV. 227.06 .ANV. 227.47
12+54.85
CI-16 /
RIM: �30.29
INV: ; 27.73
99
12+93.2 SAN C.O.
GR 230.47
INV. 227.77
NC
29
28 I
15+45.6 SAN C.O.
GR 231.73
rGR
INV. 227.73
4+78 SAN C.O.
13+83.2 SAN C.O.
GR 230.92_.,-,
39
ST DF
NV.231 228.69
9
tNV. 228.16
78
15+33.91-,'�
�., Prop,-SAN MH #7
`Rim 231.65
Inv. 227.57
Inv. 227.87 Lot (92)
ill
14+12.83
_]6)- 31.32r 15" CL-V.
RIM: 231.08
-16B) RCP ® 0.51%
--IKV..1N>-328.12
INV OUT: 227.23
15' 15" RCP ® 0.49%
_26 San.Sew
',�xOp�..i
® 0. 44%
_
14+
_
13+99.85i
15+53.4
SAN C.O.
13+79.85
CI-16A
1 GR
231.77
Prop. SAN MH #6
RIM: 231.01
INV.
228.92
Rim 230.90
INV: 228.28
Inv. 226.92 In
Inv. 226.82 Out
Inv. 227.32 Lot (27)
15+12.5 SAN C.O.
�'--�
GR 231.57
13+63.2 SAN, 4C .-'
14+38.9 SAN C.O.
INV. 228.83
.>
GR-230:82
GR 231.20
�y
�
-- fNV. 228.15
INV. 228.51
,
Heathcote Drive (10+50 to 16+50) - 50' R/W (30' B/C to B/C)
Scale: V - 40'
`11 SHF1 I C7 OF 18
Z
O
Gooden & Associates, Inc
sw-veyinsg,.1,11m il't!,
I �15 Cypiess Loka,,, Kii
I lope Mills. NC 28348
Phone [phone]
lumlicease C IY�2
Wnloi supply "",I
unifcur1e ;iyn I,;
a 1 i,)n B Jessup P L 48/6
105f1111 Iglon;l.lu,ollrvill. Ni °8311G
Pe manent Delenlion Busii, Routing I),
Steven C. Bolengei. P.F 246'14
o P_0. Box 1287 1 ulntborlon. NC 28359
0
Barfield Drive - 50' R/W (30' B/C to B/C) SFF SHE[] (1/ i)F , t
Scale: 1" - 40'
V
Y
Y

%'
30
a)
(n
c
16+96.4 SAN C.O.
0
W
GR 232.48
INV. 228.48
a
0
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n
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+
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16+80.28
<
PROP. SAN MH #8
5' 0 W/Drop Structure
RIM 232.40
INV. 219.72 IN
INV. 219.62 OUT
LAT 226.00 Lot (91,29)
93
16+49.6 SAN _OA.
17+19.1 SAN C.O.
GR 232.24
. GR 232.58
INV. 228.24
1 N V. 228.58
.
11
17+66.4 SAN C.O. i 18+36.4 SAN C.O.
GR 232.83 i GR 232.70
INV. 228.83 ` INV. 228.70
17+98.42, 3+16.37
Prop. SAN MH #9 i
Rim 232.74
Inv. 219.10 In E,W
Inv. 219.00 Out N .
0
O
+
M
AR
a
0
I 33
9+06.4 SAN C.O.
;R 232.94
JV. 228.94
8" SDR-26 San. w
19+00
Fire Hjdrant Assembly
Flangel El 232.65
s
d
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o
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m
92
//
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o�
18+84.1 SAN C.O.
n
+
GR 232.54
O
N
Q� INV. 228.54
SEE SHEET C11 OF 18
11 \\\
1 11
�
34
be
O
W
0
19+96.5 SAN
C.O.
i­
GR 231.94
INV. 227.94
0
w
(n
4
w
W
N
20+73.66
a
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CI-25
a
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W
/-.
INV. 227.12 -
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7
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Z
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- ----� --- - 86
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85 ,, \
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22+$4.9 SA1� C.O. \ `\
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r� INV._,226.32 'il. INV. 22�':?1
� \ \ �
C1 � i
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68
I
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GR 230.57
INV. 226f57
I
i
r
.��r 11 `i ,i
91 9D
19+57.6 SAN C.O. 20+21.6 SAN C.O.
GR 232.19 GR 231.79
INV. 228.19 INV. 227.79
0498.38,
0+00.00
rap. SAN
MH #10
1nh 231.20
Ivt 220.52
In W,S
ly. 220.42
1
Out E
89
1
I
91.6 SAN
C.O. 1
231.25
227.25
111 I I I I
Heathcote Drive (16+50 to End) - 50' R/W (30' B/C to B/C)
Scale: 1" - 40'
87 '/ /
1
22+364 SAN C.O.
GR 229.72
INV. 2r25.72
1,
.o I k
25 0
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Lots 9, 18-28, 63, 64, 71, 72, & 92-105 Sanitary Sewer Laterals to be Ductile Iron due to insufficent cover.
Lots 1-7, 43, 53-65, & 73-81 Sanitary Sewer Laterals to be Ductile Iron due to insuffecient seperation with
Water Main. Water Main at these crossings shall be Ductile Iron 10' each side of crossing.
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Roswell Road - 50' R/W (30' B/C to B/C)
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1 /45 Cypress lake, Rd
Hope Mills, NC 28:348
PI lof le: 910-223 7766
Firm License: C 1992
Water supply owl s(milray �,ewef (resign l,y
l)ou B Jessup, P.F 484
105 [Ilington S1. 1 (1'/0Ie,111e NC 28306
Permanent Delenllon Bf Isin Roulif Ig Ly:
Slf-,ven C. Boieng 1 P F 248I4
P ry Box 128/ l un dx•f l,,t i NC; 28359
FINAL FOR REVIEW
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0+00.00, 20+98.38 1O GR 230.28 GR 229.81 GR 229.50 GR 229.12 GR 228.79 GR 228.44 GR 228.01 1 I
GR 227.82 GR 227.38 GR 227.12 GR 227.20I
Prop. SAN MH #110 /'„' 43.91' 15" RCP INV. 225. INV. 225.31 INV.225.00 INV. 224.62 INV. 224.29 INV. 224.49 INV. 224.80 INV.' 224.79 c INV. 225.65 INV. 225.70 INV. 225.70
Rim 231.20 ` m 0 1.00% US-- ; DI LAT REQUIRED l DI LAT REQUIRED DI LAT REQUIRED
Inv. 220.52 In W,S --
Inv. 220.42 Out t 0+24.72 I b`Iol
CI-25 36 i : 1 1 ° 46
t -•i Rim 231.10 ` I o l w _ as
v 1 Inv. 227.12 37 38 39 40 r 41 42 1 ®i o 43 44 45
•`,ST 0+10.00 �� Or ' 1 I
B"x8"Te
%I 1 o_ 1
e en 12"xB"Reducer. jl
I,
I •, ,., S s `..,:> /''Cp ��\ -i.� ..._.._._. `.•_ �`', "'. I MIN . Izo
t I
060 .. 1+71.45 `� _ 12" Gate Valve m1
CI-2230.07 ___. _. _.- -_.-- l N I a�
n - - �f.E�8.69 'i 1 12"x12" Tee : 10' Temporary Construction
Rim Inv. 226.27 M Rim 229.17 -28.5' 18" RCP �1v.2217.93 i 11 2&5' 36" RC 0.63% 8+35
O
227.$3
9"
/ o _ ,1 7+23 7 LT I I 12 8 Reducer
Cl
/.,,,` ________ _ ___Drainage Easement - Inv. 225.17 ®0.49%- _ __- ____.� - - t 1 1 Rim12226 !LT "x e ucer i Prop 12" DI Water Main
o _ _
-- - - -- -
�\ x00 .-_ >_ ---- - -_- __._. _- - -_ - - -_ I1 28.5_ 15' a 1.75% Inv. 223. E _1 / by George Rose
20Y Utilit Easement
8
--=.�, _- 1 3.72' 1 - _ --- ---_"r"_ __ .._.
�_ R San.S RCP ®0.50% - ----- _ -- --, - ---- _. _ ___.. - ----- _ _ _ - - __ -
/, <•2__-_. _. .- ,..�.., I ew® 0. 44% - 400.00' 8" S R-26 -'San ew. 0 044% i .._-_ _. .-- 167.09 8 DIP S .Sew.® 0.44 _ - \i- - t- - - 8Tx '10+3Tee 69 'I .I
2+ 0 I __._.. .{ . _ .._. __... 1 __. \ ......._ __.8" P ._....__ , : I _ _... I c,_ .. - - - - _ 8 10+43.68
x
i 3+00 2 i)! a 4+ 0 5+00 -
_ 6+Ob #16
\, --- -
7+00 .;.$+ 9+-00 10+00 , 1 - Prop. SA
N AN
00--IA--_- - __ - _
_ ___ Rim 22872
___-__- - - --. - --- - - - - - - - - - - -8" C-90U WL- - -
PROP. SAN MH 17------- ---- -_._- _ -. _ __- . _ _. - ---� STA-9+93.69
- J11..65`15 RCP ®099%- 1,
_ � Di. Pipe ,
� 1+36.91 # __.- -- -- ---- ---� - ----- ' - r. -._._ - - - � _ Inv. 225.06MH
`.:r _...- -. -_. 5 0 w/Drop Structure I 3+ 8.69 RT. - ..._.. . _---- STA 7+18. 9 - - -. _ - -- - - ,:_ -- -- _... __ _. o
L� ! RIM P30S2 2+37:38. ___. [:I3TA 2+98.69 ! CI-28 t Fire Hydrant Assembly CI` 2271 RT84-04.43
L INV. /Drop IN - -... --_. - Prop. SAN MH #18 Fire r y I R- 1 229.17 6+37.36' Flange EI: 227.9© Rim 227.18NMH #20 Rim 227.106\ \,i ' �L4e ' INV. 221.12 OUT _ Rim 230.02 Hydrant Assembly I �i- 9 , Rim 22753 vw - I
- -Inv. 221.76 In Flan a EL !30.00 1 Inv.1 225.16 - _ --- - - Prop. SAN MH #19 _ r I 15" Inv In 221.75 --
O --. INV. 224.00 (Lat 81) _ -- -- -.- -- Inv. -221:6&.Out c l RIm�228.02 ' 36 Inv In 21Z/5 Inv, 224.36 Inv: 22286 IJ
i) 85 - - -.- - Inv. 223.52 Ogt Inv. 223.62 In
I Inv. 2Y7.75 Out I
E JI
LL LLJl
_ \� v l ® I ' With Plug
1+97.8 SAN C.O.
W Q I 4+01.2 SAN C.O. 4+68.7 SANIC.O. - 5+ &7 -SAN C.O. 6+,D'8.7 SAN C.O. 6+8Y.2 SAN C.O. 1 n
W �1+37,9 SAN C.O. GR 230.22 GR.229.20 GR 228.86 M 228.51 OR 228.16 GR'227.80
2+63.0 SAN C.O. b l a
GR 230.52 ------ ----INV.-225-72.. _.. 2+28.7._$AN C.O. N I N 1 INV.'224.70 INV. 224.36 INV. 224.43 INV. 224.74 INV. 224.79 i I -
_
---INV. 226.00 GR 229.89
25.39,.. GR 229.56
INV.
INV. 225.06
250
248
246
244
242
240
238
236
234
232
230
228
226
224
222
220
218
216
214
212
210
N
M
N
Maitland Drive - 50' R/W (30' B/C to B/C)
_w
m m N
COWN
N
(ON
+ 1 E >
M U K �
a
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+K
000 N
a6
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¢ ONNO
QOrNwN
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a.N
cddd 3NNNN
^a NNN
00f :
}0_a 2>;
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NQ
a_)
= ZO
0
Z 0IN°tj1
na N cdn ri
M N N N
I�aNNN
+W M>>
IoaFrzZ
LOW POINT ELEV = 227.11
LOW POINT STA = 8+35.36
PVI STA = 8 t 50
PVI ELEV = 226.95
A.D. = 1.41
K = 70.73
1 100.00 VC `
0
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N
N
N N
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N
N N
N
N
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N
N
N N
N
N
N N
N
N
N N
N
N
N N
N
N
N N
N
N N
N
N N(N
N N
N N
N
-0+50 0+00 0+50 1 +00 1+50 2+00 2+50 3+00 3+50 4+00
4+50 5+00
5+50
6+00
6+50
%±00
7+50 8+00
'
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it
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8+50 �) 1- ()0 9+50 1 0 -1 (() 10+50
Gooden & Associates, Inc
Surveying - Nluunin- lhippilw
1 /4tt Cypress Lokcr, Pef
tiope Mills, NC 28348
Phone [phone]
I Inn Lir_en>e. C 11>2
woler supply anti ul utl-uy ,,=,vet (Iesigl I I,y_
[-)or B. Jessuf;. F E 48/6
105 1 lington St r yet lam:. -illy 1IC 28306
Pen'nanent Detention Brrsln Rouling t,y:
Steven C. Bolengrr P L 248`I4
P O_Box1287 Lunlhetlou NC 2835Y
FINAL FOR REVIEW
Mt)I FUR C�:N�IkU: _ III, t I Wlltltnl1 AI'1'h] 1', 1 ,kt 11.1
IT r t'd I A 0 1 11 V I I 1 1
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SEAL S1.t11, _
L s196 _ 4876
QR
!/llllllllllllllAA rtlrMu� nN �I100
\\awl 'kild Srss\rUn1v
Heathdiff at
Westpoint
City of Fayetteville
Cumberland County
North Carolina
Maitland Drive
BIuI r(IwCll Lan(1 Comfxu Iy
N I Box 5358/
t(ly Ei lle4he fle 28A6
ti8018 maiilancl ICvIl3U1_r1�-vg
r3rly 11, 2012
I" = 40Hor
1'=4'Verl _

Notes
Lots 9, 18-28, 63, 64, 71, 72, & 92-105 Sanitary Sewer Laterals to be Ductile Iron due to insufficent cover.
Lots 1-7, 43, 53-62,65, & 73-81 Sanitary Sewer Laterals to be Ductile Iron due to insuffecient seperation
with Water Main. Water Main at these crossings shall be Ductile Iron 10' each side of crossing.
SEE SHEET C7 OF 18 SEE SHEET C10 OF 18
a
,:>
k
SDMH-6A
STA:0+15.25 L14.25
Rim= 27.5
In 223.22 CI-6 -
106
In 223.22 CI-5
Out= 23.2 i)
_
i 0+00.00,8+09.78
PROP. SAN MH #4
- Rim 228.05
_._.lnv. -224;21-+n-
Inv. 224.11 Out
8+19.78 Heath dote
-0+10.00 Suncoast
8"x 8"Tee
10,5
iD4
-
250
248
246
244
242
240
238
236
234
232
230
228
226
224
222
220
218
216
214
212
210
65
16
!1
I
72
i a
I
,1
--� -_-- -
-----
3+75.0 SAN C.O.
4+42':.5 SAN C.O.
5+12.5 SAN C.O.
E i
i. 5+83.5 SANS. C.O.
GR 228.64
GR
229.12 I
GR 229.05
0 �
t� ' QR-228J0�\',
o
INV. 225.50
INV.
225.130
INV. 226.11
I
I" INV. 226.90,
CI
i
oSTA:3+R
nN
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w°
i
;
i •,,��.
ICI'
t2209-,
�=7
_ 3(rn228.06
SRim=227.80 TA +14.71§ L24.66
.
Jn 223.36
Out=223.36
I
Out=222.01
!
1
I E
CI__13Rim-
STA: 6.+30.00 L14.25
FES i
-�
I
0
CI-8
;�
13.61' of �e RCP 00.22%
o_
0
14.67' of 18" RCP OO.It8%
SDMH-10
o
a
o I
m
i o
T
'In=219.18(($DMH-�-10)
RIm=2p28.46
Out=201190pC1-1d)
Inv-21
III
0'
1
l
I`
a 35.75' of 24" RCP 00.39% STA:1+ 4.46 L14.25 SDMH-10A
RIm=2 7126 ST)A:2+64.98 L11.12
5 �, , In=222 3SDMH-6A) Rim= 27.57
In=223 9 CI-9).. --- In=220.9 I-11))
Dut=2?�2. 4 In=220.9 CI-8) \
Pipe +00
64.25' of 24" RCP 02.69%
CI-6
Rim=228.30
In=225.70
Out=224.95
SEE SHEET C7 OF 18
LO
It `O
+
O N
N
U W
m N > U
mNNN > >
(0 ^NNN m m
I NNNNN
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s0 Y??O
35' 8" DIP
Water Main
d N
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m0F
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mlm
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n
ax c�
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p .""N
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+ o E i i
oa�cc
M
20' DI Pipe
10' each side
of Crossing
o>
0,
N
O m
........ .., ct 1a v urLW;( 50.
of 15"
tl. 0%. ....... 2+00
Ot
114.25
2+90.00,3+72.91
PROP. SAN MH #14 2+80.00 Suncoast
Rim 228.14 3+82.91 Roswell
Inv. 223.79 In S,W 8"x 8" Cross
Inv. 223.69 Out N
°i STA:3+15.25 Li .00 $ I L. 5+80.00
r; a 1= PROP. SAN MH t 16
,.] Rim=228.07 I I 1"'
M In-220.44(SDM -10A) m 0 RIM 228.72 �g
I to INV. 225.08 R \
Iry 22 204 CI-1 - -
'a f Out-220. 4 ) y __ _T _ o L.:• I IN I.-' S o p%" 1 L jj
W. 45• _8„ _DI _._.. -/,. s I �GQ ` Rim=2 44 1.
`�T' Rim 221'.51
M l
36 R ®0. 9% 4 78 of 36 RCP ®0 Out=210.44
..y.......................,.,...... .. ,,.,{m,.,.m.:: .....,..I.-2�Ow00 ;8 Sah:Sew_ ®0......,. .,...., .. "SS pipe I ��
' 3\00 ......,.. a,.,..,.m............`............. 4+00 - ....- - r'45 � DI:._. 245 DR_ 26� _ .....6+00 j8. of 15' RCP 00.50% '.. I ..,.. 1
KA
-a 20'-DI- Pip es• j' _ ".._ _..,; ---- -------- 8- G900 WL -- ".... Valley 9 5.DD aI ! 6+55`.00
y-, 8-Cete-Valve- r, 8 Gate Valve 1 -;.Gutter ! j. 8" Plug With 2`Blowoff
see Detail W-18 i
iI CI-14 33 I > Rim=228 46 R74.25
Wi rolo
o j 'V �I en Out=221.07�vNd �I
,
+
o
rn
63 m
' N
SEE SHEET C10 OF 18
Suncoast Drive - 50' R/W
Scale: It' - 40'
LOW POINT ELEV = 227.25
LOW POINT STA = 1+41.71
PVI STA = 1+45
PVI ELEV = 226.80
A.D. = 1.78
K = 112.19
200' VG
iN N
aaNr'
N O �
+air-
M
r`MO`i
`=NNNN
and NN,.
O ±rvZZO
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=N NN..
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O+�ZZ0
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INNK-- O
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of Crossing
o-
o v
a ;
N
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i
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yr o'Q
a_ 3z
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4+80.0 SAN C.O. Of 00.00 Maitl9nd
GR 229.13 8"xB"Tee
INV. 225.97
I
I I
I
SEE SHEET C11 OF 18
HIGH POINT ELEV = 229.14
HIGH POINT STA = 4+63.06
PVI STA = 4+35
PVI ELEV = 229.47
A.D. = -1.44
K = 139.09
200' VC
O
u7
ONN
06
t � >
N
Ora K?
N
C)
>
a o
L'i
a o
om�rn.-
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M'- H
-0.52%
PROPOSE GRADE 3
45' 8" DI
��
in 0
SS Pipe
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-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50
_ Fk�STIiVG
\� GRgDF
10 RCP t) 40 8 of 36"
01.077
N
O
N
N
/+00
Gooden & Associates, Inc
Surveying - llappiil�'
1.145 Cypress Lake; Rf l
I iope MIAs NC 28348
PI loi le: 910 223-7 )Go
1 u n I License G 1 119'2
Wr Ilt r supply and SCII ih Ifr wCI <Ioslgn 1,,
Dori B Jessup P E 4876
105 Ellington SI. Nn/(ilcvill< NC. 28308
Permanent Detenilun Basin Reuling by
Meven C Belotige"I P L 24894
P_0 Box 1287 Lun45eli,)i, NC 28359
0
FINAL FOR REVIEW
N01FORCUN)InUI Ill 'I VJ(IIR)ul AI'I'Ri A,,[ ik� m
[ I I II v11_I L
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L-3196 _ 4876
INk
e.lrs
5
nn,n}Iif IlOA
q \
surruml Smvi�l lnt]v
Heathdiff at
Westpoint
City of Fayetteville
Cumberland County
North Carolina
Suncoast Drive
,
&oadweil Lund Con1p<u1y
PO Box 53587
Fi Iyeaievilfe>, NC 28305
08018 wncoasljCsD <iwg /� �1
M� iy11,2012 CL 1
I 7 4 Her
I' 4' Veft
V
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k i �� ��/
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v / /
/
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PB 81,1PC
I I
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Westpoint, See 5
PB 82, PG 10
1 w
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/ N
/ n
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N/F
McFayden
PIN# 9476-89-2058
DB 692 PG 221
Adrian Drive — 50' R/W
-T---------r---------r---------r 1 --r -1--- T -1--------- T --- --I--- ---
i I i 1 1 (•st Point, �I
I I i I I I I I I West xtint1 1 W, Sec 4 I t
PB 81, PG 41 1See 3, PT 2
I I I I 1 $B 80, PG 89�
I I I I I I I I I I
1 I I (D 1
1 i 1 I
I I I I I I I I I I I >� �
I I I 1 1 I I
CI �
118rrelI Land Group. I . C
PIN# 9476-97-7400
T�7vt-- I)137490PG II6
Top of ECM-- PB 126, PG 043
Elev.: 228.22
N/F
Gregory
PIN# 9476-87-1664
DB 7293 PG 244
Wetland Boundary hy:
Hal Owen & Associates
P.O. Box 400
Lillington, North Carolina 27546
Phone: [phone]
USACE Action ID 2008-02-02485
)-1 6 1/ ),80
PB 120. 11(i 043
Gooden & Associates, Inc
Surveving= „ /'lamom, ct /a//l,//tt,
bat 1 745 Cypress I_nkw, Rd
Hope Mills, NC 28348
PI lon1�: 910-223 7166
I it License. C 1992
Welter supply cnld vii id, it sewer dosi(Jn L)y
Don B. Jessup, P.E_ 48/r,
105 Ellington St I c1Yetlo,1Jle NC. 2830f.
Pet rnanent Delel Ilion B, rin Routing I
Steven C. Bolenger P E 24894
P-O- Box 1287 Luudsellc)ri NC 28351)
N/1
YAINCO I.P i/o
Tractor Supply ('u.
PIN# 9486-06-5859
DB 7280 PG 28-1
PIN# 9486-07-2283
PB 120, PG 043
FINAL FOR REVIEW
"1(11 f OK C ON'.I kI h 1N Wl It b. 11 II Ah,IR, ih, P1
IIY CAI I tirl'Ii'aLl I
a°o9, CAR �' "
O
SEAL '
4876
O .
NG INtt � Q
'/ON B JEST ••
� s
341u1cr:ula Srsc�r(1ri1�
Heathdiff at
Westpoint
City of Fayetteville
Cumberland County
North Carolina
Existing Conditions
Blondwell Lclnd %'nmpclny
I'1.> Box 53587
lcryetteville, NC 28305
08018 existing < v,q
t"nyI1,2012
C13
r, I00
118rrelI Land Group. I . C
PIN# 9476-97-7400
T�7vt-- I)137490PG II6
Top of ECM-- PB 126, PG 043
Elev.: 228.22
N/F
Gregory
PIN# 9476-87-1664
DB 7293 PG 244
Wetland Boundary hy:
Hal Owen & Associates
P.O. Box 400
Lillington, North Carolina 27546
Phone: [phone]
USACE Action ID 2008-02-02485
)-1 6 1/ ),80
PB 120. 11(i 043
Gooden & Associates, Inc
Surveving= „ /'lamom, ct /a//l,//tt,
bat 1 745 Cypress I_nkw, Rd
Hope Mills, NC 28348
PI lon1�: 910-223 7166
I it License. C 1992
Welter supply cnld vii id, it sewer dosi(Jn L)y
Don B. Jessup, P.E_ 48/r,
105 Ellington St I c1Yetlo,1Jle NC. 2830f.
Pet rnanent Delel Ilion B, rin Routing I
Steven C. Bolenger P E 24894
P-O- Box 1287 Luudsellc)ri NC 28351)
N/1
YAINCO I.P i/o
Tractor Supply ('u.
PIN# 9486-06-5859
DB 7280 PG 28-1
PIN# 9486-07-2283
PB 120, PG 043
FINAL FOR REVIEW
"1(11 f OK C ON'.I kI h 1N Wl It b. 11 II Ah,IR, ih, P1
IIY CAI I tirl'Ii'aLl I
a°o9, CAR �' "
O
SEAL '
4876
O .
NG INtt � Q
'/ON B JEST ••
� s
341u1cr:ula Srsc�r(1ri1�
Heathdiff at
Westpoint
City of Fayetteville
Cumberland County
North Carolina
Existing Conditions
Blondwell Lclnd %'nmpclny
I'1.> Box 53587
lcryetteville, NC 28305
08018 existing < v,q
t"nyI1,2012
C13
r, I00

L I '
G0
♦ .. ` :,_ . oden & Associates,
Inc
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_ 1745 Cypresslrif% RcI
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{ Hope Mills, NC 28348
F. Pho - no�910 223 7160
firm I_ic:ense: C 19 r
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" Doll B. Jessup P.F. 4816
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le�illo NC 28306
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105 Fllinglon St, Fayet
Permanent De(enlIOn BcTsitI Pouting try.
D + Sl(tven C. Bolenger P L ,T48v4
PUBLIC WORKS COMMISSION " DALE REmsL°" rvo DALE REv1s:oN 1» Evr_:a: .:; c:.• ,:.: '. -
PUBLIC WORKS COMMISSION PUBLIC WORKS COMMISSION PUBLIC WORKS COMMISSION ' PIJIII IC WUHKS COMMISSION
GENERAL NOTES FAYETTEVILLE N.C. GENERAL NOTES FAYETTEVILLE, N-G UTILITY GENERAL NOTES FAVETTEVILLENC. SI APIDARD MANHOLE FAYETTEVIIIF NC dI ANDAHIi MANru :lF FAYEI IE VILLE NC P.O. BOX 1287 LlAll(Je(l Url, NC:. 28359
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srvEE*rvo sHAIINO WATER RESOURCES slap WAH R RESOUHCE9 WATER RE �OURCFS
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GENERAL NOTES PUBLIC WORKS COMMISSION PUBLIC WORKS COMMISSION InNas 1..ry ED NON IRAFFICOEIAu. STRUCTURE STEP PUBLICWORKS COMMISSION - PU BLIC WORKS COMMISSION ^'N :,L Vle if '1-i9VG:F 1ITEHAI Nul!i lr, wl,RKS CnMMI'aI11 JN ^" "
RING AND COVER CH AND 6INCH, FAVETT EVIL I I:. N. C. N1,I.
SA SEWER UTILITY FAYETTEVILLE. N G FAYETTEVILLE, N C. n Ts FAYETTEVILLE N.C. IJIN B �, 1 14IN1.11 AND c INC:H1
nrs z IJLYo ADDEDNOTLoNCONG COLLAR
F :. C g7 owG By Pw0 WATER RESOURCES IowaI FEa oT REnoveD NON TRAFf ir. AREA L T c++r, rvo S.e WATER RESOURCES ^-' n:' S IO ow: ,. Pvv' WATER RESO"HCE$ -'JAI
a.eer No owc no S.I owcw Fwc WATER RESOURCES .. " Rm GCD NOms °wc BY Pwc1:11111,141 ...
+or+ ENGINEE RING DEPARTMENT FL N
SATA nlLva m11 AwRoveO ev ,ec " ,ALE wwoL m11 APPRovcO By me ENGINEERING DEPARTMENT '
+
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�, a:,i n:: : FNtIINrFHING DEPAIiI ME NI
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BBI TCAt.I III 24 0 I 1°T�GFIA E ER 2�� 30 0 f AVEMENT B
OTttERWGT PTEMl SHALL
ALL; \11� .._ o� 1 +
At,\ 3 WITH
_<. MM,TA,A1;N - f" 24" ROLL -BACK CURB & 4' SIDEWALK
eE TwEEN BoI Io c,1oRr An0 i'`
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TERMINAL MANHOLE n Q /tl� •P
FAYETTEV ILLE. N.C. D,Avs uT ! FAYETTEVILLE, N. C. rvrs FAYETTEVILLE. N.C. _ Q SEA( �1 •Q ( [���
REQUIREMENTS Ev seO Nol Es ANoe yL y{ �- i' R - 2 = v • )1
Dvx; rvG g tp nwc er WATER RESOURCES NOY oa DOEu pore oNO lArcnA s5.,3 °4'G R f WATER RESOURCES 0WO NO S.20 I w' WATER RESOURCES •���•i ��� L-:3190 9 _ • 48 ��
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sREeT°° s'11�o' ° ENGINEERING DEPARTMENT •+'+° E NGINEERING DEPARTMENT `, ¢f
+oF, ENGINEERING DEPARTMENT Are nRoveoery ,F.a DATE iT
UAIE IJLYO ID PPROVFD BVC J MAR 0 WEDIATERA. SE \ • P
..,� a.e . ,..o sewrn Beo0lrve ma -v TER,. nALea. +tee L„u vA �i/_V� Q �NC'INiV- ••Q c
C
iiO� 8 JESSJ\O
TYPICAL 24" ROLL -BACK CURB
TOLERANCE TO
J NEAREST 1/16• - Y4awl and SF. cI 011h
_ r
TYPICAL 24" ROLL -BACK CURB
FLARED SIDE (BEYOND) 3'N 6• A""` 5 H e a t h c l i f f a t
� I < 7. CONSTRUCT THE WALKING SURFACE WITH SUP RESISTAMANCE AND A 70% CONTRASTING COLOR TO THE SIDEWALK.
(. 1.200 SLOPE A 20 SWPE III ow oat (IN, W A w . A . r X 8 (c•Fe
2. CROSSWALK WIDTHS AND CONFIGURATION VARY B
as '(BUT MUST CONFORM TO TRAFFIC DESIGN STANDARDS.
'•>: �' • 5' CONC. S(AB •'. ' - '.: .: (s�i0 Yew' aXre oaa02e 1Ot aos! 1Dw ��
NEW ORD • gRtm = 0.04 5' a0' 50 S.tY 5.0'• 3. NORTH CAROLINA GENERAL STATUTE 136-44.14 REQUIRES THAT ALL STREET CURBS BEING CONSTRUCTED OR RECONSTRUCTED FOR MAINTENANCE PROCEDURES,
• 6 a0' 60 60 6.0, • �_ TRAFFIC OPERATIONS, REPAIRS, CORRECTION OF UTILITIES OR ALTERED FOR ANY REASON AFTER SEPTEMBER 1, 1973 SHALL PROVIDE WHEELCHAIR RAMPS FOR W e s t p o n t
SEE WrE 17 SEE N= J THE PHYSICALLY DISABLED AT ALL INTERSECTIONS WHERE BOTH CURB AND GUTTER AND SIDEWALKS ARE PROVIDED AND AT OTHER POINTS OF PEDESTRIAN FLOW,
TYP. ROLL CURB SECTION I X T OS' 70 7.3• Iii • AND 13 ) IN ADDITION, SECTION 228 OF THE 1973 FEDERAL AID HIGHWAY SAFETY ACT REQUIRES PROVISION OF CURB RAMPS ON ANY CURB CONSTRUCiiI��N AF ri JULY 11 1976
AM AT HANDICAP RP SECTION B-B 6' 0.0' as' 7-V ON • � ) suP NE � WHETHER A SIDEWALK IS PROPOSED INITIALLY OR IS PLANNED FOR A FUTURE DATE. N.I S
5' 20' TV 70 5.01 m '° THE AMERICANS WITH DISABILITIES ACT (ADA) OF 1990 EXTENDS TO INDIVIDUALS WITH DISABILITIES. COMPREHENSIVE CML RIGHTS PROTECTIONS SIMILAR TO THOSE
�V_w W-e PROVIDED TO PERSONS ON THE BASIS OF RACE, SEX, RATIONAL ORIGIN AND RELIGION UNDER THE CIVIL RIGHTS ACT OF 1964. THESE CURB RAMPS HAVE BEEN
SUBtMI( dX® 10r K s' 3.O' 9.a' B3' 4.4' f DESIGNED TO COMPLY WITH THE CURRENT AOA STANDARDS. City O I Fayetteville
e SEE NME 4 4. PROVIDE WHEELCHAIR RAMPS AT LOCATIONS AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. LOCATE WHEELCHAIR RAMPS AS DIRECTED BY THE ENGINEER
pR1ER 5' IV SLY 8.4' 4.1' WHERE EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. AFFECT PLACEMENT. WHERE TWO RAMPS ARE INSTALLED NOT LESS THAN 2 FEET OF FULL HEIGHT
GA K 5 a�lOY q ro SIWES CURB SHALL BE PLACED BETWEEN THE RAMPS. PLACE DUAL RAMPS AS NEAR PERPENDICULAR TO THE TRAVEL LANE BEING CROSSED AS POSSIBLE. Cumberland County
SECTION A -A 5' 40' ex e.6 ae
T 45' 10.3' aT 14' ALLOWABLE LOCATIONS 5. PAY FOR ALL VARIABLE DEPTH CONCRETE USED FOR CONSTRUCTION OF WHEELCHAIR RAMPS AS CONCRETE WHEELCHAIR RAMPS. (SQ. YDS.) North Carolina
o zs1 s• so' 10a' ae• 3.r DUAL RAMP RADIL.........ANY
6. PAY FOR ALL DEPRESSED CURBS AT WHEELCHAIR RAMPS AS THE TYPE CURB AND GIBBER USED ADJACENT TO DEPRESSED CURB. (LN. FT.)
A x01E: 1' A WINN � M TW MU Jaws TYPICAL INTERSECTIONS DIAGONAL RAMP RADII... MAX. 25• 7. SUCH PRICES AND PAYMENTS WILL BE CONSIDERED FULL COMPENSATION FOR ALL MATERIALS, LABOR, EQUIPMENT, TOOLS AND INCIDENTALS NECESSARF TO
\i MAY Lx1FF10 olrlmE n1e ItE11X6L
DIAGONAL RAMP IS NOT SATISFACTORILY COMPLETE THE WORK.
600WK 2 p/CE L1O'A161BI JOM OII AIL STIES a _ X _ (A 4 a, c ewer & Tee Details
(� N6J11 MOO 9001 K AWM RAPB - OMMOE FROM FROW !TIDE OF S11N!A1NK PERMISSIBLE FOR NEW B. DO NOT EXCEED 0.08 (1:12) SLOPE ON THE WHEELCHAIR RAMP IN RELATIONSHIP TO THE GRADE OF THE STREET.
TO BACK POINT OF 12:1 (ILIM SLOPE CONSTRUCTION) 9. CONSTRUCT WHEELCHAIR RAMPS 40- (N-4') OR GREATER FOR DUAL RAMPS.
ISOMETRIC VIEW t o �A pox «»xr • I X aav¢ B10P REOURED MR AL
SIa a46O1) DWAIMM J010 SEMNLP 4y[ 10. USE CLASS 'B' CONCRETE WITH A SIDEWALK FINISH IN ORDER TO OBTAIN A ROUGH NON-SKID TYPE SURFACE.
61 q (SEE SIa M . BACK OF SVEMMK DROP 111MIXIEO FOR 4N SEE NOTE 4
q t@ SIDI AOPLS 0.04. 11. PLACE A 1/2' IXSPANSION JOINT WHERE THE CONCRETE WHEELCHAIR RAMP JOINS THE CURB AND AS SHOWN ON STD, DWG. 84 OL
SOEWNX T16 PORIMIN OF RMP -'�
O
wK 1J1ms 12. PLACE THE INSIDE PEDESTRIAN CROSSWALK LINES NO CLOSER IN THE INTERSECTION BY BISECTING THE INTERSECTION RADII, WITH ALLOWANCE OF A 4' CLEAR ZONE
(SEE x01E 13) M xatE 12 I IN THE VEHICULAR TRAVELWAY WHEN ONE RAMP IS INSTALLED. (SEE NOTE 17)
rr� F- ) F"-�-"-•") 13. COORDINATE THE CURB CUT AND THE PEDESTRIAN CROSSWALK LINES SO THE FLOOR OF THE WHEELCHAIR RAMP WILL FALL WITHIN THE PEDESTRIAN
� yf0P1 W t� CROSSWALK LINES. PLACE DIAGONAL RAMPS WITH FLARED SIDES SO 24' OF FULL HEIGHT CURB FALLS WITHIN THE CROSSWALK MARKINGS ON EACH BrOC1ClW@I LCtnC1 COITTpCIny
E�JONF
SIDE of THE FLARES, PC) Box 53587
D6PAN90N JOW SEE RB¢ t SEE N016 14. CONSTRUCT THE PEDESTRIAN CROSSWALK A MINIMUM OF 6 FEET. A CROSSWALK WIDTH OF 10 FEET OR GREATER IS DESIREABLE. FC Iy ll Ville, NC L
'' 1( .S
* E1� JONF PLAT VIEW 2 12 a 17 15, USE STOP LINES, NORMALLY PERPENDICULAR TO THE LANE UNES, WHERE IT IS IMPORTANT TO INDICATE THE POINT BEHIND WHICH VEHICLES
M WAR
W - M M I • ENGINEERING ! INFRASTRUCTURE DENT • ENGINEERING R INFRASTRUCTURE DEPT ARE REQUIRED TO STOP IN COMPLIANCE WITH A TRAFFIC SIGNAL, STOP SIGN OR OTHER LEGAL REQUIREMENT. AN UNUSUAL. APPROACH • ENGINEERING k INFRASTRUCTURE DEPT
0�1� CML ENGINEERING W19DNENGINEERING W19DN CIVIL ENGINEERING DN60N SKEW MAY REQUIRE THE PLACEMENT OF THE STOP LINE TO BE PARALLEL TO THE INTERSECTING ROADWAY, CAI. ENGINEERING DIVISION .'I. ,. ,
910) 433-1656 (910 433-1&% 16. TERMINATE PARKING A MINIMUM OF 20 FEET BACK OF PEDESTRIAN CROSSWALK. _ _--., 4(91 )Y4 3-1656OI _ OF30 IFS L ,�+�
(4a' W. FtRo� rnBN) 433 HAY ST. 28301 433 WAY ST. 28301
PLAN VIEW ( ) Ttilily fel��Il� clw�i
TEE INTERSECTIONS
William I" DETAIL OF DETAIL OF WHEELCHAIR RAMP 17. PLACE ALL PAVEMENT MARKINGS IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) WHEELCHAIR RAMP
MAX 25' RAB WHEELCHAIR RAMP PED. CROSSWALKS AND STOP LINES
PUBLISHED BY THE FEDERAL HIGHWAY ADMINISTRATION AND THE NORTH CMOUNA SUPPLEMENT TO THE MUTCD. NOTES
(NO1 Pta�E� �'%0 SHEET I OF 3 SEE SHEET 3 FOR WHEELCHAIR RAMP NOTES. SHEET 2 of 3 SHEET 3 OF 3 t`nity 1 I, 201!
SEE SHEET 3 FOR WHEELCHAIR RAMP NOTES. DATE 1/21/2011 DRAWN BY GSA DATE 3/11/2008 DRAWN BY CSA
SD-2 S D - 2.1 c D _ � . 2 DATE 3/11/2008 _ DRAWN BY CS4
J - NO SCALE
CAD FII F wC-RAMPI SCALE N.T.S. CK'D BY JPB CAD FILE : WC-RAA(P2 SCALE N.T.S. CK•D BY JPB - CAD FILE : WC -RAMPS SCALE N.T.S. CK'D HY JPR
J

E
STANDARD BRICK CATCH BASIN (15" THRU 54" PIPE) STANDARD BRICK CATCH BASIN (i5" THRU 54" PIPE) E -- C DENTRt NOTES
°�" 1� Heathcliff at
8' A 8'
RED 1
(N.T.S.)
.__- -_ I R�S�� CONCRETE�TO BE USED. FF '
BACK OF CURB I STD. A"' OS"D �1/N" 'L' E C.K.
STEP # 840.66 I - - - X --- X D°i ` p ! N: �cPoseO s BE mNrwvE 1ooLL°. WPC) ,
X NI N _ ♦ ♦ V V O I t
' 6" E 6 p8 ENR$ 'W' )' < nng V O ` ' FCN�4 ARE TO BE USED FOR TH£ CONSTRUCTION DF
.8 .. STD. EQUALLY SPACED / m @R -.. _-_-_- __. _J I R!E BOTOM SLAB
Y A 1 Y x 8' 8' _ STEP / 840.66 3 $,. i/2 _ _ 4 -0' S & u JDIFIO BRK1( WILL BE PERMBEIM. CONCRETE BRICK OR 4'
BLOC
USE
IEM
C e G = R r� I R N� MIN AR - _ n� _..\ L - Tt - 1 OR F l USE 1TE WALL T W' BE FROM
IN LOF A CLAY BRICK.
E RAD}-----� _....-. i scuc -°' IN NEICNt OR LESS. USE e' wrrL OVER e•-o' IN
HEr
USE 12" WALL TO b'-0' FROM TOP OF WALL, AND 8" WALL
E REMAINING 6'-0'. DIMENSIONS AND OUANTRIES 70 BE
-{- E + MIN. Y -B I" DACDCONCEY. City of Fayetteville
BNE -A
m i "D_ +xD v 5 -O o 2' PLAN ---� A RLKDRACC CONCRETe PIPE s sEl w BASE suN of Bo%.
x ki .Ip RAD. SEE 81ANDARD 840.54 C, TO CADD M BASE AS SHOWN ON STANDARD NO. 840.00,
CURB AND GUTTER o F11AIE E COVER SM MY BE UST➢ TD . Nl 'uNCIpN BO%6 OVER 3'-6'IN DEPTH SHALL BE PRWDEDaM E` Cumberland County
WITH CATCH BASIN ON STEEP GRADES I TO SURFACE ELEVATION "' ^"' " SIFP6 1•-2' ON CENTERS. SIEPS SITALL BE IN ACCORDwCEX��•:: :�.. ! '+' r PLAN OF TOP SLAB w MAX. Y wile s1D. No. 840.66.
•' �0 \ B' E OR F i , 2' AaDST THE STEEL. CONCRETE AND BRICK MASONR, QUANTITIES DIAGONAL BARS North C a ro I i n a
END ELEVATION "
ro SIDE ELEVATION. USE ON FLAT GRADES ry �'I� sRoerEiimaTw oPallos w ion SLAB, (IAnortawvAlaAaiE
WHERE 30' TO 36' PIPE IS USED. 2% AND UNDER ;,� S. >.
SECTION - JJ WHERE 42' TO 54' PIPE IS USED. SECTION I7 BRICK MASONRY, OPENING IN TOP sus.)
I .• ' C-C OR D-D
SECTION - MM E N - 114' µ BAR DIMENSIONS AND OUANITTIFS FOR BRICK JUNCTION BOXES
A E BARS 'USIV' 3'-0 DEPRESSED -0. 'oI �� DIM'S OF 80% PIP _ REINFORCEMENT COVER CUBIC YARDS __ DEDUCTIONS FOR ONE Water & Storm Details
B' 6• I E ;._ #4 BAR GUTTER LINE o WR£T PIPE
IRE SPAN WIDTH HEIGHT _ BARS DIMENSIONS_ CONC. BRICK M0.SONRY PIPE CU. YDS.Ir
MEDIAN t BASE & MIN. WALL PER
D A B H N0. L£NGTH E F COVER HEIGHT FT. Hi. C.S. R.C.
x _ I a SECTION -RR '� NORMAL CURB AND)GUTTER ON LIGHT GRADES R DOITEL - _ �L�
A T5 2' D"2' 0" 2' 6" 12_ 1 1 S 4 .S-+ 0412 0657 0.263 0.031 -0.047
(OUTLET o , UT NLLT PPE - 18' 2' 4" Y 4 2'9" 14 3 5 3 8 b 8- 0.498 0814 0.296 0.044
t J I B J p t L9Y91Q USE ON GRADE - ' -' ; o --� B' -'"- 24" 3'-0" 3' 0" Y 3" tfi 4 1 4 4 4 4' 0.695 1176 0.362 0.078 0.113
m .."'i _ t I M4 BARS 'U' NORMAL GUTER LINE USE ON SAG VERTICAL - - -- - -
y ,� M i t
M EQUALLY SPACED 2% AND OVER SECTION X-X 30' 3' 4' 3 4• 3' s 16 4 5 4 6 a e' O.e07_ 1481 0.395- 0.122 0.170
SECTION - YY USE ON GRADES a 36' 4' 0" a' 0" a' 3'_ 20 _5 1 5' 4' S-4' 1,053_ 1.959 _0,461 - 0.176 0.238
MEDIAN
RE
0,323
T: N el NO c: PLAN 3' ... ..... 3 6" a - CATCHBASIN
TO BE INSTALLATION
EDOONNFEDERAL-AIDEPRQIEC6j CURB IS USED � ��� ELEVATION 48: 5-8 5 � 4_ 5; 3 6 .. .6 9 6 B' s_ e' 1.646_ z940 _ o_sso_ 0.36 0.422 BIB ,; <{�,�T=:1 Lclr� ; c � ;Irl{;� u l
FRAME GRATE, & HOOD DOWEL TO i• - . 54 10 - 10 5 9 28 _ 6 11 7' -2" 7 - 2" 1.902_ 3.502 0.609 0.396 0.535
MORTAR JOINTS 1/2' 1/B' THICK. -�- p� SECTION N _ gg-Y�T NORMAL CURB AND GUTTER ON STEEP GRADES 'CONCRETE TO BE PAID FOR AS BRICK MASONRY R _ B � muass 2.62a a.778 0.708 0,591 0,7 8
STD. 840.038 L F >. _ so' s' 6" s' 6' s' 3' 30 --7 7 I( _ _
3000 P.S.I. CONCRETE TO BE USED. ly,�yAp� s6' T-t' T- t' 6' 9" 32 6- 2 B-�' 8 Iyt ttr_ 7 �c.: Tf3";L)S
THE POURING OF FLOOR STAB TO BE ACCOMPLISHED BY FORMING.
ALL CATCH BASINS OVER 3'-6' IN DEPTH SHALL BE PROVIDED I B DIMENSIONS AND OIANTME3 FOR BRIC4C ATCH BASIN - r
WITH STEPS 1' -2' ON CENTERS. • EMNEERING t INFRASTRUCTURE DEPT DIMENSM OF BOX AND PIPE RihR RET4FORCINC • CUBIC YARDS OF BRICK MASON CnONS F • ENGINEERING 3 INFRASTRUCTURE DB'T 1 4. B. • ENGINEERING h INFRASTRUCTURE DEM,
o�D..1nl� OYBt51M - - - ONE PIPE CML ENGINEERING DIVISION CIVIL ENGINEERING DIVISION
USE TYPE 'E', 'F', & 'G' GRAZE UNLESS OTHERWISE INDICATED. 8' 8' VsAf1.� CML ENMY SING DNISION roP AL u. FF. c.u. R.C.
v �'Baw D A B c MN. H N 433 HAY ST. 28301 433 HAY Sr,28301
x 433 HAY ST. 28301 _ _ A.E�
JUMBO BRICK WILL BE PERMRTED. CONCRETE BRICK OR 4' SOLID 0 [phone] 1e - - 3-3 -- - - - - - D.2B1 oast 1.043 ABOVEt 0.0442 o. [phone] e, - - _ (910) 433_1656CONCRETE BLOCKS MAY BE USED IN DEU OF CLAY BRICKS. - - - - Mut H /\/FOR 8' -0' IN HEIGHT OR LESS USE 8' WALL OVER 8' -0" IN A 1\�_ A TANDARD BRICK JUNCTION BOX
R- 0.32t ADOPTED FROM NCDOT OF TIONAL': MANHOLE) 12"THRU 66" PIPEC15
HIEGHT USE 12' WALL TO 6' -0- FROM TOP OF WALL, 8- WALL , ;._.- ADOPTED FROM NCDOT 4Y - . a-s 5-3 I` 3 3a3 3-3 3Bo.135an3osoe2t52 0.240oD.371B B, IV r;q Iy I 201FOR THE REMAINING 6' -0'. STANDARD NO. 840.01 - s-o s 9 n4 33 3 3-3 41 on3oaoase3 z41s "� o31m STANDARD N0. 840.01 ADOPTED FROM NCDOT STANDARDINVERTS SHALL BE SHAPED TO FORM A SMOOTH, REGULAR SURFACE, SECTION - XX PAGE 1 OF 2 - - - - - - PAGE 2 OF 2 _`` OUTLET ELEVATION NO 840.32
SLOPED TO PREVENT SEDIMENTATION. N0. 840.01 - -
DATE 3/18/2008 DRAWN BY C.W. N0. 840.01 Q DATE __3 18 2008 DRAWN BY C.W. 4• J SECTION Y=Y 1. 1� _
DR-3 - u DAIS 3 18 20D8 _ DRAWN BY C.W
CAD FILE STDBRKCBSCALE N.T.S. CK'D 8Y C.A DR-A).1 SCALE N.T.S. CK'D BY CA. t� SCATI N.1.S. CK'D BY C.A

MAINTENANCE PLAN
1. ALL EROSION CONTROL MEASURES SHALT. BE INSPECTED BY THE CONTRACTOR NO LESS THAN ONCE A WEEK OR AFTER RUN-OFF PRODUCING RAIN
EVENT. ANY REPAIRS SHOULD BE MADE IMMEDIATELY.
2. CONTRACTOR WILL MAINTAIN THE GRAVEL PAD AT THE CONSTRUCTION ENTRANCE TO PREVENT SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS
MAY REQUIRE PERIODIC TOPDRESSING WITH 2-INCH STONE. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, TRACKED OR WASHED ONTO
PUBLIC ROADS.
3. CONTRACTOR WILL CHECK SEDIMENT BASINS AFTER EACH RAINFALL. REMOVE SEDIMENT AND RESTORE ORIGINAL VOLUME WHEN SEDIMENT
ACCUMULATES TO ABOUT ONE HALF THE DESIGN VOLUME. CHECK THE STRUCTURE FOR EROSION, PIPING AND ROCK DISPLACEMENT AFTER EACH
SIGNIFICANT RAINFALL AND REPAIR IMMEDIATELY.
4. CONTRACTOR WILL CHECK ROCK DAMS AFTER EACH RAINFALL. REMOVE SEDIMENT AND RESTORE ORIGINAL VOLUME WHEN SEDIMENT ACCUMULATES TO
ABOUT ONE-HALF THE DESIGN VOLUME. CHECK THE STRUCTURE FOR EROSION, PIPING AND ROCK DISPLACEMENT AFTER EACH SIGNIFICANT RAINSTORM
AND REPAIR .IMMEDIATELY. REMOVE THE STRUCTURE AND ANY UNSTABLE SEDIMENT IMMEDIATELY AFTER THE CONSTRUCTION SITE HAS BEEN PERMANENTLY
STABILIZED. SMOOTH THE BASIN SITE TO BLEND WITH THE SURROUNDING AREA AND STABILIZE. ALL WATER AND SEDIMENT SHOULD BE REMOVED FROM THE
BASIN PRIOR TO DAM REMOVAL. SEDIMENT SHOULD BE PLACE IN DESIGNATED DISPOSAL AREAS AND NOT ALLOWED TO FLOW INTO STREAMS OR DRAINAGE
WAYS DURING STRUCTURE REMOVAL.
5. CONTRACTOR WILL INSPECT TEMPORARY DIVERSIONS AT LEAST ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM THE
FLOW AREA AND REPAIR THE DIVERSION. WHEN THE AREA PROTECTED IS PERMANENTLY STABILIZED, REMOVE THE DIVERSION AND CHANNEL TO BLEND
WITH THE NATURAL GROUND LEVEL AND STABILIZE IT.
6. CONTRACTOR WILL INSPECT INLET PROTECTION STRUCTURES AFTER EACH RAINFALL AND MAKE REPAIRS AS NEEDED. REMOVE SEDIMENT AS NECESSARY
TO PROVIDE ADEQUATE STORAGE VOLUME FOR SUBSEQUENT RAINS. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY STABILIZED
REMOVE ALL MATERIALS AND ANY UNSTABLE SOIL. AND EITHER SALVAGE OR DISPOSE. BRING THE DISTURBED AREA TO PROPER GRADE, SMOOTH AND
COMPACT.
7. CONTRACTOR WILL INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL EVENT. IF THE FABRIC OF A SEDIMENT FENCE COLLAPSES,
TEARS DECOMPOSES OR BECOMES INEFFECTIVE REPLACE IMMEDIATELY, REPLACE BURLAP EVERY 60 DAYS. REMOVE SEDIMENT DEPOSITS AS NEEDED TO
PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN EVENT AND TO REDUCE PRESSURE THE FENCING MATERIAL.
8. CONTRACTOR WILL INSPECT OUTLET STABILIZATION STRUCTURES AFTER HEAVY RAINS TO SEE IF ANY EROSION AROUND OR BELOW THE RIPRAP HAS TAKEN
PLACE OR IF ANY STONES HAVE BEEN DISLODGED. CONTRACTOR WILL IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE.
CONTRACTOR WILL REPAIR ANY DAMAGE TO FILTER FABRIC BY REMOVING THE RIPRAP AND PLACING ANOTHER PIECE OF FILTER CLOTH OVER THE DAMAGED
AREA. ALL CONNECTING JOINTS SHOULD OVERLAP AT LEAST ONE FOOT. IF THE DAMAGE TO THEFABPIC IS EXTENSIVE, REPLACE ENTIRE FILTER CLOTH.
9, ALL DISTURBED AREAS NOT TO BE SURFACED WILL BE RESEEDED, REFERTILIZED AND MULCHED AS NECESSARY BY THE CONTRACTOR TO MAINTAIN A DENSE
VEGETATIVE COVER.GENERALLY A STAND OF VEGETATION CANNOT BE DETERMINED TO BE FULLY ESTABLISHED UNTIL SOIL COVER HAS BEEN MAINTAINED FOR
ONE FULL YEAR PAST PLANTING.
10. CONTRACTOR WILL INSPECT ALL MULCHES AFTER EACH RAINFALL, CHECK FOR EROSION AND DISLOCATION. WHERE EROSION IS OCCURRING,
CONTRACTOR SHALL APPLY ADDITIONAL MULCH. CONTRACTOR WILL CONTINUE INSPECTIONS UNTIL VEGETATION IS FULLY ESTABLISHED.
APPLY MASKING AROUND OUTSIDE OF PIPE.
2. PLACE THE COLLAR AT THE BELL END OF
THE PIPE ENSURING THAT ONLY THE BELL
END IS COLLARED, NOT THE JOINT.
ANTI -SEEPAGE COLLAR
N.T.S.
DOSING GROUND
GRASS -LINED
CHANNELS
NOT -TOSeA1F 3
EXISTING GROUND
CONSTRUCTION SPECIFICATIONS
1. REMOVE ALL TREES, BRUSH, STUMPS, AND OTHER OBJECTIONABLE MATERIAL FROM THE FOUNDATION AREA, AND DISPOSE
OF PROPERLY.
2. EXCAVATE THE CHANNEL, AND SHAPE IT TO NEAT LINES AND DIMENSIONS SHOWN ON THE PLANS PLUS A 0.2-FOOT OVERCLII-
AROUND THE CHANNEL PERIMETER TO ALLOW FOR BULKING DURING SEEDBED PREPARATIONS AND SOD BUILDUP.
3, REMOVE AND PROPERLY DISPOSE OF ALL EXCESS SOIL SO THAT SURFACE WATER MAY ENTER THE CHANNEL FREELY.
4, THE PROCEDURE USED TO ESTABLISH GRASS IN THE CHANNEL WILL DEPEND UPON THE SEVERITY OF THE CONDITIONS AND
SELECTION OF SPECIES. PROTECT THE CHANNEL WITH MULCH OR TEMPORARY LINER SUFFICIENT TO WITHSTAND ANTICIPATED
VELOCITIES DURING THE ESTABLISHMENT PERIOD (Appendix 8.05).
MAINTENANCE
DURING THE ESTABI.. ISHMENT PERIOD, CHECK GRASS LINED CHANNELS AFTER EVERY RAINFALL. AFTER GRASS IS ESTABLISHED,
PERIODICALLY CHECK THE CHANNEL, CHECK IT AFTER EVERY HEAVY RAINFALL EVENT. IMMEDIATELY MAKE REPAIRS. I F IS
PARTICULARLY IMPORTANT TO CHECK THE CHANNEL OUTLET AND ALL ROAD CROSSINGS FOR BANK STABILITY AND EVIDENCE
OF PIPING OR SCOUR HOLES. REMOVE ALL SIGNIFICANT SEDIMENT ACCUMULATIONS TO MAINTAIN THE DESIGNED CARRYING
CAPACITY. KEEP THE GRASS IN A HEALTHY, VIGOROUS CONDITION AT ALL TIMES, SINCE IT IS THE PRIMARY EROSION PROTECTION
FOR THE CHANNEL (Practice 6.11, Permanent Seeding).
"V" SWALE CHANNEL
I. REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH. STUMPS. AND OTHER OBJECTIONABLE MATERIAL.
2. ENSURE THAT THE MINIMUM CONSTRUCTED CROSS SECTION MEETS ALL DESIGN REQUIREMENTS.
3. ENSURE THAT THE TOP OF THE DIKE IS NOT LOWER AT ANY POINT THAN THE DESIGN ELEVATION PLUS THE SPECIFIED SETTLEMENT.
4. PROVIDE SUFFICIENT ROOM AROUND DIVERSIONS TO PERMIT MACHINE REGRADING AND CLEANOUT.
5. VEGETATE THE RIDGE IMMEDIATELY AFTER CONSTRUCTION, UNLESS IT WILL REMAIN IN PLACE LESS THAN 30 WORKING DAYS.
MAINTENANCE SPECIFICATIONS
INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL.
IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION
RIDGE CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED. WHEN
THE AREA PROTECTED IS PERMANENTLY STABILIZED, REMOVE THE RIDGE AND THE Nd
CHANNEL TO BLEND WITH THE NATURAL. GROUND LEVEL AND APPROPRIATELY FLQ
STABILIZE IT. �^e'\
COMPACTED SOIL OR
COARSE AGGREGATE
URALGRO �r�fi Y, \ ��\�.\\._� .\�\.\\ \\ \N \�\\\\ \\�N .\\
I+HAT ^" \ \\.:].\�.r w\a .' ....
9TYPICAL DESIGN CRITERIA
DRAINAGE AREA - FIVE ACRES OR LESS
CAPACITY - PEAK RUNOFF FROM 10-YR. STORM
RIDGE DESIGN -SIDE SLOPE: 2:1 OR FLATTER
(VEHICULAR CROSSING) 3:1 OR FLATTER
TOP WIDTH. 2 FT. MINIMUM
FREEBOARD: 03 FT. MINIMUM
SETTLEMENT: 10 % OF TOTAL FILL HEIGHT MIN.
NOTE:
PLAN TEMPORARY DIVERSIONS TO FUNCTION ONE YEAR OR MORE, OR THEY MAY BE CONSTRUCTED ANEW AT THE END
OF EACH DAYS GRADING OPERATION TO PROTECT NEW FILL. DIVERSIONS THAT ARE TO SERVE LONGER THAN THIRTY
WORKING DAYS SHOULD BE SEEDED AND MULCHED AS SOON AS THEY ARE CONSTRUCTED TO PRESERVE DIKE HEIGHT
AND REDUCE MAINTENANCE
TEMPORARY EARTHEN DIVERSION BERM
WEIR; DAM FACE 5 FT
1' MIN NCDOT 45 OR MIN'
#57 WASHED STONE
3600 CU FTACRE CLASS B STONE
CROSS SECTION
DESIGN
SETTLED
21"
TOP
\
MIN
,. .. �.. �:.:, ....
WEIR LENGTH
:.:: ...
AS DESIGNED
.. ....'.
(4 FT MIN)
2 1 SIDE
5'
SLOPE MAX
MAX FILL
2' TO \
3.5' FILTER
_ 1'.1 SIDE SLOPE
FABRIC
MAX
3 FT
I` MIN
STONE SECTION
5 FT
27 MAX
FILTER
FABRIC
OVERFILL 6"
FOR SETTLEMENT
NATURAL
GROUND
TEMPORARY SEDIMENT TRAP
N.T.S.
CLASS g1 -/
RIP RAP WEIR
BAFFLE (TYP.)
PERSPECTIVE VIEW
TOP OF BAFFLE SHOULD BE 6'
BELOW THE TOP OF THE BERM
EMERGENCYBYPASS
6" BELOW SETTLED
TOP OF DAM
i. CLEAR. GRUB AND STRIP THE AREA UNDER TI It EMBANKMENT OF ALL VEGETATION AND ROOF
MAT_ REMOVE ALL SURFACE SOLI. CONTAINING HIGH AMOUNT S OF ORGANIC MATTER AND
STOCKPILE OR DISPOSE OF IT PROPERLY_ HAUL ALL OBJEC T IONABL F. MATERIAL TO THE
DESIGNATED DISPOSAL AREA.
2. ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT IS I -To OF BOOTS, WOODY VEGE IA I ON
ORGANIC MATTER AND OTHER OBJECTIONABLE MATFRAI PL ACE THE FILL IN LIFTS NOT TO
EXCEED 91NCHES AND MACHINE COMPACT IT. OVER f It I THE EMBANKMENT 61NCHES TO
ALLOW FOR SETTLEMENT.
3. CONSTRUCT THE OUTLET SECTION IN THE EMBANKMENT. PHOI ECF TIIE CONNECTION
BETWEEN THE RIPRAP AND THE SOIL FROM PIPING BY USING Fit TER FABRIC OR A KEYWAY
CUTOFF TRENCH BETWEEN THE RIPRAP STRUCTURE AND SOIL.
4_ CLEAR THE POND AREA BELOW THE ELEVATION OF THE CHEST OF THE SPIT LWAY TO
FACIE DATE ATE SEDIMENT CLEANOUT
5_ ALL CU F AND FILL SLOPES SHOULD BE 2 1 OR Ft AT I Ell
6_ ENSURE THAT THE STONE )DRAINAGE) SEC I ON OF FIT EMBANKMENT HAS A MINIMUM
BOTTOM WIDTH OF 3 FEET AND MAXIMUM SIDE SLOPES OF I 1 THAT EXTEND TO THE BOTTOM
OF THE SPILLWAY SECTION.
7_ CONSTRUCT THE MINIMUM FINISHED STONE SPILLWAY BOTTOM WIDTH, AS SHOWN ON THE_
PLANS, WITH 2.1 SIDE SLOPES EXTENDING TO THE TOP OF TI IE OVER FILLED EMBANKMENT
KEEP THE THICKNESS OF THE SIDES OF THE SPIT L WAY OR 11ET STRUCTURE AT A MINIMUM OF
21 INCHES. THE WEIR MUST BE LEVEL AND CONSTRUCTED T O GRADIL TO ASSURE DESIGN
CAPACITY.
8. MATERIAL USED IN THE STONE SECTION SHOUT D BE A W H I GHADED MIXTURE OF STONE
WITH A d50 SIZE OF 9INCHES CLASS B EROSION CONTROL STONE IS RECOMMENDED) AND
A MAXIMUM STONE SIZE OF 14INCHES. THE STONE MAY BE MACHINE PLACED AND THE
SMALLER STONES WORKED INTO THE VOIDS Of IRE LARGER STONES_ THE STONE SHOULD HE
HARD, ANGULAR AND HIGHLY WEATHER -RESISTANT
9. DISCHARGE INLET WATER INTO THE BASIN IN A MANNER TO PHFVFNT EROSION USE
TEMPORARY SLOPE DRAINS OR DIVERSIONS WI IT I Of) N f'T PROTECT ION TO DIVERT SEDIMENT
LADEN WATER TO THE UPPER END OF THE POOL AREA TO IMPHOVE BASIN T RAP EFFICIENCY.
10. ENSURE THAT THE STONE SPILLWAY OUTLET SECTION EX HE NOS DOWNS Tit LAM PAST THE TOL
OF THE EMBANKMENT UNTIL STABLE CONDITIONS ARE li[A(;ttEI)ANI)C)UIIFIVEtOCIfYi.S ET
ACCEPTABLE FORTHERECEIVINGSTREAM. F&EPTILLAP BDIF SOFTHE STONEOUT LET SECTION
FL USH WITH THE SURROUNDING GROUND, AND SHAPE T EIE CENTER TO CONFINE THE OUTFI9W
STREAM
I i. DIRECT EMERGENCY BYPASS TO NATURAL SAIR LE AREAS. LOCATE BYPASS OUTI ETS £;O
THAT FLOW WILL NOT DAMAGE THE EMBANKML IN
12. STABILIZE THE EMBANKMENT AND ALL DISTLIRRF D AREAS ABOVE I = SEDIMENT POOL_ AND
DOWNSTREAM FROM THE TRAP IMMEDIATELY AFTER CONS FHUCTIC LI
13. SHOW THE DISTANCE FROM THE TOP OF THE SPILLWAY TO I I IT SEDIMENT CLFABOUT LLVI_L
(ll2THE DESIGN DEPTH) ON THE PLANS AND MARK IT IN IHL HELD
14. INSTALL POROUS BAFFLES AS SPECIFIED IN PRACTICE 6.65. POROUS BAFFLES
DESIGN OF SPILLWAY
DRAINAGE AREA WEIR LENGTH
(ACRES) (FIT
1 40
2 60
3 80
4 100
5 120
MAINTENANCE
INSPECT TEMPORARY SEDIMENT TRAPS AT LEAST WEEKLY AND AT I I H EACH SIGNU ICAN I
(i INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIA I FLY. REMOVE SEDIMENT, ACT)
RESTORE THE TRAP TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMIA ATED
TO ONE -HALF THE DESIGN DEPTH OF THE TRAP. PLACE THE SH)IMFNT THAT IS REMOVED IN
THE DESIGNATED DISPOSAL AREA, AND REPLACE THE PART' OF THE. GRAVEL FACING THAT IS
IMPAIRED BY SEDIMENT.
CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK I HE
DEPTH OF THE SPIT.I-WAY TO ENSURE IT IS A MINIMUM OF 1.5 FEET BELOW THE L OW POINT OF
THE EMBANKMENT. IMMEDIATELY FILL ANY SF, TI I. EMENT OF THE EMBANKMENI 1051_ICH It
ABOVE DESIGN GRADE ANY RIPRAP DISPLACED I DOM'THE SPILT WAY MUSI BE REPLACED
IMMEDIATELY.
AFTER ALL SEDIMENT PRODUCING AREAS HAVE BEEN PERVADED II.I' STABILIZEf,. HFEI
THE STRUCTURE AND ALL UNSTABLE SEDIMENT. SMOOTH TITS AREA TO BLEND WITH THE
ADJOINING AREAS. AND STABILIZE PROPERLY.
1 GRADE T HE BASIN SO THAT THE BOTTOM IS LEVEL FRONT TO BACK AND SIDE TO SIDE
2. INSTALL POSTS OR SAW HORSES ACROSS THE WIDTH OF THE SEDIMR NT TRAP AND OR
ROCK DAM. (PRACTICE 6.62. SEDIMENT FENCE)
3. STEEL POSTS SHOULD BE DRIVEN TO DEPTH OF 241NCHES. SPACED A MAXIMUM OF
4 FEET APART. AND INSTALLED UP THE SIDES OF THE BASIN AS WE LI R IE I OP OF THE
FABRIC SHOULD BE 6INCHES HIGHER THAN THE INVERT OF THE SPII.I WAY TOPS OF
BAFFLES SHOULD BE 2INCHES LOWER THAN THE TOP OF THE BERM6
4. INSTALL AT LEAST THREE ROWS OF BAFFLES BETWEEN THE INLET AND OUTIE T
DISCHARGE POINT. STRUCFRUES LESS THAN 20 FEET IN LENGTH MAY USE:,BATTLES
5. WHEN USING POSTS, ADD A SUPPORT WIFE OR ROPE ACROSS Fill' 11P (1F THE MEASURE
TO PREVENT SAGGING.
6 WRAP POROUS MATERIAL, LIKE JUTE BACKED BY COIN MATERIM. OVER A SAWHOHSE OR
\(
THE TOP WIRE_ HAMMER REHAB INTO THE SAWHORSE LEGS FOR ANCHORING. THE
FABRIC SHOULD HAVE FIVE TO TEN PERCENT OPENINGS IN THE VOL.AVE. ATTACH FABRIC
'
' \
TO A ROPE AND A SUPPORT STRUCTURE WITH ZIP TIES, WIRE .OR SI API ES
7. THE BOTTOM AND SIDES OF THE FABRIC SHOULD BE ANCHORED IN A I BENCH OR PINNED
,.
\
WITH 8-INCH EROSION CONTROL MATTING STAPI,I S.
8. )O NOT SPLICE THE FABRIC. BUT USE A CONTINUOUS PIECE AC HOSJ , THE ST RUC T RUE S.
.' INLET ZONE
MAINTENANCE
..
35% OF SURFACE
\ AREA
�-
INSPECT BAFFLES AT LEAS I ONCE A WEEK AND AFTER EACH UAINFAI.L. MAKE ANY
>-
BEOUIRED REPAIR IMMEDIATELY
S EDI TELY.
\ .5 FIRST CHAMBER
BE SURE TO MAINTAIN ACCESS TO THE BAFFLES SHOULD THE FABRIC OF A RAFFLE
\ 25%OF SURFACE AREA
COLLAPSE. TEAR. DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY
\
REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL 10 PROVIDE ADEQUATE
\ - SECOND CHAMBER
STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE BAFFI_FS,
2$% OF SURFACE AREA
TA,,E DARE TO AVOID DAMAGING THE BAFFLES DURING CLEANOUT. SEDIMENT DEPT It
SHOULD NEVER EXCEED HALF THE DESIGNED STORAGE DEPTH.
_ OUTLET ZONE
AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY SIABILWELL REMOVE
15% OF SURFACE AREA
AT L BAFFLE MATERIALS AND UNSTABLE SEDIMENT DEPOSITS. BRING I I It AREA TO SHADE_
AND STABILIZE IT.
NOTE [HE DESIGN LIFE OF THE FABRIC IS 6-12 MONTHS, HUT MAY NL EI) 10 BII REPLACED
\
MORE OFTEN IF DAMAGED OR CLOGGED.
�\\\.���u������0 `-HORIZONTAL METAL POST
CUT 6' SLITS IN THE FENCE 'HOG WIRE ATTACHED WIRED SECURELY TO VERTICAL
FABRIC WITH A KIIFE ALONG, TO POSTS WITH LENGTHS - ----- POSTS
THE BOTTOM WIRE IN EVERY ... ._...__..._. OF WIRE
OTHER SQUARE OF THE HOG
WIRE VERTICALLY AND
HORIZONTALLY BAFFLE INSTALLATION BAFFLE INSTALLATION
SILT FENCE BAFFELED FILTER BASIN
N. T. S.
A
J
W = WN IN WIUIN
FW+Le)
d=APRON DEPTH FES PLAN
I�-LN I
OUTLET NO (JVERFALL
SLOPE 0 % FLOW
d SECTION A -A FILTER BLANKET
NOTES: FILTER FABRIC
1, La IS THE LENGTH OF THE RIP RAP APRON. SECTION A -A OR FILTER BLANKET
2. d=1.5 TIME THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 6
3. IN A WELL DEFINED CHANNEL EXTEND THE APRON UP THE CHANNEL BANKS TO AN ELEVATION OF 6" ABOVE THE MAXIMUM TAILWATER DEPTH CG TO THE TOP OF THE
BANK WHICHEVER IS LESS.
T FABRIC SHOULD BE INSTALLED BETWEEN THE RIPRAP AND 4. A FILTER BLANKET OR FILTER BR SOILFOUNDATION.
OUNDATION.
5. SEE APPROPRIATE SCHEDULE FOR DIMENSIONS
CONSTRUCTION SPECIFICATIONS
1. ENSURE THAT THE SUBGRADE FOR THE FILTER AND RIPRAP FOLLOWS THE REQUIRED LINES AND GRADES SHOWN IN THE PLAN. COMPACT ANY I',I L REQUIRED IN
THE SUBGRADE TO THE DENSITY OF THE SURROUNDING UNDISTURBED MATERIAL. LOW AREAS IN THE SUBGRADE ON UNDISTURBED SOIL MAY A. SO BE FILLED BY
INCREASING THE RIPRAP THICKNESS.
2. THE RIPRAP AND GRAVEL FILTER MUST CONFORM TO THE SPECIFIED GRADING LIMITS SHOWN ON THE PLANS.
3. FILTER CLOTH, WHEN USED. MUST MEET DESIGN REQUIREMENTS AND BE PROPERLY PROTECTED FROM PUNCHING OR TEARING DURING INSTAL, A RON. REPAIR
ANY DAMAGE BY REMOVING THE RIPRAP AND PLACING ANOTHER PIECE OF FILTER CLOTH OVER THE DAMAGED AREA. ALL CONNECTING JOINT'- SHOULD OVERLAP
SO THE TOP LAYER IS ABOVE THE DOWNSTREAM LAYER A MINIMUM OF ONE FOOT. IF THE DAMAGE IS EXTENSIVE, REPLACE THE ENTIRE FILTER -LOTH.
4. RIPRAP MAY BE PLACED BY EQUIPMENT, BUT TAKE CARE TO AVOID DAMAGING THE FILTER.
5. THE MINIMUM THICKNESS OF THE RIPRAP SHOULD BE 1.5 TIMES THE MAXIMUM STONE DIAMETER.
6. RIPRAP MAY BE FIELD STONE OR ROUGH QUARRY STONE. IT SHOULD BE HARD. ANGULAR. HIGHLY WEATHER RESISTANT AND WELL SHADED.
7. CONSTRUCT THE APRON ON ZERO GRADE WITH NO OVERFILL AT THE END. MAKE THE TOP OF THE RIPRAP AT THE DOWNSTREAM END LEVEL. VJ. III 1FIE RECEIVING
AREA OR SLIGHTLY BELOW IT.
8. ENSURE THAT THE APRON IS PROPERLY ALIGNED WITH THE RECEIVING STREAM AND PREFERABLY STRAIGHT THROUGHOUT ITS LENGTH. IF A (_ 'RVE N NEEDED TO
FIT SITE CONDITIONS, PLACE IT IN THE UPPER SECTION OF THE APRON.
9. IMMEDIATELY AFTER CONSTRUCTION, STABILIZE ALL DISTURBED AREAS WITH VEGETATION.
MAINTENANCE
INSPECT RIPRAP OUTLET STRUCTURES WEEKLY AND AFTER SIGNIFICANT ( z" OR GREATER) RAINFALL EVENTS TO SEE IF ANY EROSION AROULJ OR BELOW THE
RIPRAP HAS TAKEN PLACE, OR IF STONES HAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE.
OUTLET STABILIZATION STRUCTURE (RIP -RAP)
NOT TO SCALE
FENCE AND FABRIC
BURIED IN TRENCH
6"x6' TRENCH,
BACKRUI ED AND
COMPACTED
TRENCHING DETAIL
DESIGN CRITERIA
CONSTRUCTION SPECIFICATIONS `e
I AGGREGATE :ILL IL;L 2.31NCH ITT,; HL 1) _ to INb
I CI FAR THE ENTRANCE AND EXI I A,,F ;,,,I A I VFGFIATION
2 DIMENSIONS OF GRAVEL PAU
HOLLIS, AND CRT H OB.IL CTIONABI F LIATFRIN AND PROPERLY
THICKNESS 61N MINIMUM
GRADE IT
WIDTH 13 FT OINIMUI1114'idIA.IUI II A I AI L POIIV 01
PIACL THE Gh.':t1. IU THE SN CLAO(JOUT ANO OVAL NSION(:
R LN AND L I RAN, NT, I AREA.
SHOWN N THE I' I AN`, AND SMOOTH II
O
lLEVEHICUTAf,
IVrI NEVER IS GHI. AILP
T PHOVIDE DIIAINAGI TO <ARRYWARH IOA„LILbIENI THAPOH
LENGTH 50-fTMINUAHIA
UIIIf.H5U11AHII 1,11HII
3 LOCAIMN LOCATE 'tONSTROG111411-NHdpI :L rRI EXIT:. IOIIAIII
I USEGLUIEXTIIt FAHRIaSRF(AUSE I liE'IIMPHOVESIABIL11YOF
SEDIMENT FROMI_EAVING[III rLAHR 1,04T)VIDE HUH
THEFOUNDAM,NI1,11, ATION� ;jRULCI FOIE EPAGEORI-I
01AXIMUXTUTILITYBYALI (,ON-R,UC110NVLHIL Ff,AVOID
WATERTAB[ E
SIEEP GRADES.AND ENTRANCE:, AT CIIHYE _, 1r PUBI IC.
ROAD„
MAINTENANCE SPECS ICAT IONS
4 WASHING IF CONDITIONSAI HiL', II AHE SUCH THAT IN,[ OE IRE
MAINTAIN THE GRAVE. I PAD IN A CONDIIIOR 10 PRF VEfJR.tUD UH
MUDAND SEDIMENT Alit, NVf El I IUVE D RY VFIIIC I E:I
-FINETIENIHiOIA I EAVIrr. THE CONS IFLUCTION CHI. THISI.IAY
TRAVELING OVER THE GRAVEL THE 11HE'.OHOUI D BF VIA fit I,
REOLIHE PEHIODIC TOPDRFS SING OIL LA 2 INt-LIIONS AFTER
WASHING SHOULD BE DOHL OH ,.II AHI: A:, IABII. I'10 WITH
LA(IH RAINFALI LFAIL I: I ANY SFHU(II UHE ILA G TO TRAP
CRUSHED STONE I HAF DHAfU, LROAJLOIN4N1 IHAPIA,
DEDIMFNI ANOCIE_ANIIOUI A-rNECA �ttAFO ILV IEDIATEIY
OTHER SUITABLE DISPOCN ALL, A .%WA 1 HACK MAY AI SO DC
HLIM)VL ALL. JB1EC II,INABI E M1AAI FHIN :: .PIT [-D. VJA94ED
USED TOMAKE WASHVJ( MOREi,rJVI-10IHVI ANDEFFO FIVI-
OHTRACKED UPI TO PIIHIIG IiOADWA'f:.
TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE
N.T.S.
8' MAX S I ANOAPO SI HI LI FABRIC W I I H Wllil. 1 I NC[
6' MAX EXTRA STPFNGTH FABRIC WI 11OI)I WIRE I INCE
STAY WIRES ,,I l JHMI F I AN,Tf L 6
6" MAX SPACING TANI],: I ) OLIbil vNIII I
14CAMIN . Willi III S
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I'(,] TOO I INS OR POT YF ;TER W 111 11 IS CERI If IF D RY I111
MANUI AL, I URER OF Sul PI IIRA i,I OF ORMING 0 THE RF 1p 4HPMF N In
IllA IM1)LAG 1 WHICHWHICH I ',ill WN W PAH I IN I ABI r E, tiPH YNIIEfIf
It I H HFABRIC SH L I I i C l)NIAIN UI TRAVIOI FI RAY INHI6111 N!; AND
tIAF,IWEITS IUPR„VII.I A MINIMUM' OF 6 MON 111E OF F Xff !II IJSIjAlI
(,ONS ITd JC RON I IF E A I A I L MPE NATURE RANGE OF O 1 0120 F
INUII IIJATIISI GIT S[ UIMt N f f LNC( ARE 133 L Air I INL AF 111-IL
WIII AMINIMUM IN 1, 1 Ff',IILI MAKE dIHE IHAI ;ILL11'L ISHA,,I
PH, IIV5INS 10 11 IIIATI IA', I ENING THE VABPoU
i I()H [it Ni .)H(FMENI ,I SIANUAItEJ3IRENGIHHI IEHfABFIL, 15L ONWI-
I LN .E WIIIIA MINAMIAl 1461VHGL AND AIJAMNEIS MESH ,PACIN...H n
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CONSTRUCTION
1_ N,lW1:TIHl �t FilElf NI RAHHIFH Of vTAW)AIU_IILL NiIH
,IIH;' SNIEN IH: IYFUOLI I II If H I APRIL,,
2fI N IdTHI 111IC A1 Illf III 16I I(Of IHL.,I TIME NI I FILL E U(L Ti I X,A
L-I.
,I41PICHI .ABOVt I111 ITTIoUND UHIAOE 1HIhHFk FEN( Cti MA1 HMI': lull)
e^•^r V IIIMI or WATFH LI FICItNI FU,,A Uz F 1A IT URE OF THI SI RU(,I 1, 1
3. Il I(WHI THI 111 If I. FARHK FROM A GCMIINU(UUS HUII CW It, I11
I[N111111A r11LBAF?FrFRTOAV)I,)J)INTS WHENJOINI AHLNiOI' AIiL
tICUHLI. Y EAST EN 11 IL I It It R(A 0111 OTF) AFA SOPPOT414091 WITI1
I n I T PIINIMUM OVL I,I APT) LIF NEXT PL) I
4. I 13TAN(AN0,T RFNLUf H11 ERTAFHIL ttWIHI I'I LMAS It Nr:,
l .I 11 I f IC, IIIf. UPSLORE all F „1 11 it 1 ,I ; I-'n' II NL IIIP WIRI. ME'AI
II IIIC, IIFEJ +Mfl I111 II ENCH rA',IIN ITT 111[
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Gooden & Associates, Inc
Surveying ' Planinw, " :lletpp t
1745 Cypress Lakes R(i
Hope Mills, NC 28348
Pilone: 910 223-7766
Firm License: C 1992
water supply al ld sanilaiy s(FLvar desigl I Uy:
Don B Jessup, P.F 4876
T
105 Ellington St. Fayetteville NC�d , 306
Permanent Detention Basin Rouling i
51e VC'll ('f C. BOeflg, .E. 24894
P O. Box 1287 Luniherlun. NC 28359
a
FINAL FOR REVIEW
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Heathcliff at
Westpoint
City of Fayetteville
Cumberland County
North Carolina
Erosion Control
Details
Broadwell Land Conlpc ry
PO BOX 53587
Fayetteville, NC 28305
08018 Drainage E(I(C3D] dwg
May 1 I, 2012
NO SCALE
C16
T� - I.
1 I 1I t7�1 11117,1 1� 1 L 1 1

\
._.., ,. VELOCITY
- _ DISSIPATOR
...._. (RIP_ AP)
a�
�ESIFIV 2T0.0 - --
,
Forebary
bottom EIev;208.0'
avate to 207.0-for Sediment Stona e)
,
,-_
ll /
A
e.n , .;?"tx. 'a ;�eT4 `'',+ �� tr... 'ti., l.: `:4•k'R.k2( - »a ➢ jt ll _
- ^•....,l ft /....,..... _. ._�,. � _... _.., �..e._.&h.-..-_..
SLC (x46( '. JNE (x46) ��ACH (x32'• 1" ':SLC (x45J '� -JNE (x27) 'MACH (x13t�
-- - - - - - -
r-- - - - - ---
4
()
J
'
1T MainPondxNi
,,a
Bottom Elev: 205.5'
.: RISER .. E6ccavat_e to_ 204.5 for Sediment Storage) _
Top Inlet, 213.3
- r
i c
AC (x5 JNE (x30j_._ SLC (x53) i� EACH (x32 i- - JNE (x42( 1 SLC (x47
` :J,,., .__. _... <�+,,,,�� � n -%u `' -::' �.'•` � -. n-•-,.-5•T ,,> �b�T- /�c�' 1. Vti ��y. ,y ,`. ,., ,o r yf_ _
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.. � boa k• :�� - _., �_ _ --. _... Y-�,i.,�.. _,> -. -.
ANTIC SEEP i2•� _ . CONC. ANTI SEEP COLLAR �ratr n`Ts al'f g l _
y„
r.� COLLAR < _._ R/`y)�a^rt `y'•�`l� ?l _ _ -
,�
m -fi,•- a �/ lA „M' a t:
'
....__.___....-ROCK LINED OVERFLOW WEIR
-
LEVEL SP
�;
READER LIP A
w --
w
GRAPHIC' SCALE '
20 ° "' 40 K" Wet Detention Basin 1
IN FEET Scale 1" = 20'
1 inch = 20 &
SEDIMENT FOREBAY
, BOTTOM - 208.0
Q
18.57
V
7.36
J50
0' 6"
d nlax
(I' 9"
fhickness
V-()"
IX)
3 U'
3D11
9 Y.
W
R -0„
0
�1 PERMANENT
771,711 R',,-,•.^R'.2
RIP -RAP �1
UNED WEIR
EKCAVATE V BEEOW POND BOTTOM
FOR SEDIMENT ACCUMULATION
_ RISER TOP: 213.3
V-6' WEIR IN WALL NOTE TOP TRASH
INV: 212.1 RACK NOT SHOWN
CONSTRUCTION NOTES:
PRIMARY DRAWDOWN
1. INSTALL 4' PVC WITH INVERT APPROX
2' HOLE IN 4' PVC PIPE CAP
2'li DRAWDOWN E1F/.
INV. 210.5
2. CAP 4' PIPE
4'
3. DRILL 2' NOTE IN CM WITH INVERT AT
DRAWDOWN ELEV.
TRASH RACK
BOLTED To WALL
Riser Detail
not to scale
TRASH RACK-\
RISER LOP: 213.3
24' OIILET: 206.8
8' OULET: 208.5
BOTTOM OF POND ELEV. - 205.5
SEDIMENT SHALL BE REMOVED FOLLOWING STABILIZATION OF STE
AND DETENTION POND SHALL BE FINE GRADED TO FINAL CONTOURS.
Cross Section
Wet Detention Basin 1
not to scale
TOP OF POND
BARANKMENT
ElEV. - 214.6
VeGETATED SHFLF
R IMBEDDED IN CONCRETE
-FLOTATION BLOCK
X 5R K IN THICK (3750c1)
EMBANKMENT SHALL BE CONSTRUCTED OF CLEAN STRUCTURAL SOIL. FREE OF ROOTS,
VEGETATION. ROCKS AND OTHER OBJECTIONABLE MATERME. SCARIFY SURFACES BEFORE
PLACING FILL PLACE FILL IN 6-B' LOOSE LIFTS COMPACT TO AT LEST 95X OF
THE STANDARD PROCTOR DENSITY.
EMBANKMENT SECTION
•WEIR UNED WITH CLASS B STONE
BOTTOMSTONE THICKNESS IS 18* ALONG
AND SIDES OF WEIR
25,
•• POND:
in
ary
p'. r"iri:.
t
�1 Ian • •�eview Only
%•• • • •
not •
NOTE:
Regulations require 50 plants per 200 sf of shelf area
Total planting area = 4000
Total required plants = 4000 / 200 x 50 = 1000 plants
This plan provides 1000 plants
CONSTRUCTION SEQUENCE
1. All necessary permits shall be obtained
2. Erosion control measures shall be installed in accordance with
an approved erosion control plan
3. During construction, the basin shall be used as a temporary
sediment basin.
4. After the site is stabilized, the temporary basin shall be
converted to a permanent basin.
5. Remove temporary structures and clean out any sediment that
has settled in the basin.
6. Grade and shape the wet pond in accordance with this plan.
7. Install level spreader in accordance with this Ian.
P P
NOTE: The vegetated buffer area immediately down slope of
the level spreader must remain undisturbed.
8. Install grasses and vegetation including plonts on the pond shelf
9. Ensure that all disturbed areas are stabilized - especially those
areas down slope of the outlet pipe
City of Fayetteville-Engineel"i11,,, jr
our office shall he notified
prior to Constl-L1CtiOtt
433-16t3
PLANTING PLAN
INSTALL THE SELECTED VEGETATION IN THE PLAN LIST TABLE ACCORDING TO VENDOR
SPECIFICATIONS. TOPSOIL MAY BE OBTAINED FROM ELSEWHERE ON SITE. THE SUBGRADE
MAY NEED TO BE TILLED ALONG THE PLANTING AREAS JUST PRIOR TO INSTALLING VEGETATION.
VEGETATION SHOULD BE MONITORED AND CARED FOR TO ENSURE IT SURVIVES AND MULTIPLIES.
+ TO BE USED AS PRIMARY IN PLANTING PLAN
' TO BE USED AS ALTERNATE IN PLANTING PLAN
TO USE SHOULD PRIMARY OR ALTERNATE NOT BE AVAILABLE
DEEP POOL PLANTING TABLE > 12' DEEP
FLOATING AQUATIC P4NTS
KEY
COMMON NAME
BOTANICAL NAME
AREA
SPACING
QUANTITY RE UIRE
EMS
DUCKWEED
LEMNA SPP.
50eG 2DOsf
NML
AMERICAN LOTUS
NELUMBO LUIFA
2325 sf
50ea 200sf
581 ea
RML
ROCKY MIN POND-ULY
NUPHAR LUIEA SSP. POLYSEPAU
50ea 200sf
YPL
YELLOW POND -LILY
NUPHAR BREA SSP. ADVENA
50ea/200 I
SUBMERGED AQUATIC PLANTS
EAC
NEEDLE SPIKERUSH
ELEOCHARIS ACICULARS
2325 sf
581 ea
EQT
SQUARESTEM SPIKERUSH
ELEOCHARIS QUADRANGUUTA
50ea
COW
CANADIAN WATERWEED
ELODEA CANADENSIS
WWW
WESTERN WATERWEED
ELODEA NUITAWI
j50ea200sf
NPP
SPATTERDOCK
NUPHAR POYSEPALUM
PMG
PONDWEED
POTAMOGETON SPP.
2325 sf
581 ea
VEGETATIVE SHELF SHALLOW WATER PLANTING
HERBACEOUS PLANTS < 12' DEEP
KEY
COMMON NAME
BOTANICAL NAME
AREA
SPACING
QUANTITY REQUIRE
ACS
SWEEITLAG
ACORUS SUBCORDATUM
50ea 200sf
AILS
WATER PLANTAIN
ALISMA SUBCORDATUM
50ea 200sf
H R
Q
WATERPOD
HYDROLEA UADRNALVIS
Q
50ea 200sf
_
NG
BLUE FUG IRIS
IRIS MRGINICA
50ea MOST
JNE
SOFTRUSH
JUNCUS EFFUSUS
581 sf
50ea 20Dsf
145 ea
LWS
PRIMROSE WILL
LUDWIGA SPP.
50ea 200sf
PAV
ARROW ARUM
PELTANDRA VIRGINICA
SOea 200sf
PEC
PICKERELWEED
PONTEDERIA CORDATA
__
I 50ea 200sf
SEE
DUCK POTATO
SAGITTARIA LATIFOLIA
50ea 200sf
SIC
BULLTONGUE
SAGNTARA LANCIFOLIA
765 sf
50ea MOST
191 eo
SCN
LIZARD'S TAIL
SAURURUS CERNUUS
50ea 2DDsf
ACH
FOXTAIL
ALOPERCURUS HOWELLII
576 sf
50ea 200sf
144 ea
SPT
SOFT STEM BULRUSH
SCHOENOPLECTUS TABERNAEMONTANI
50ea 2DOsf
SPA
THREE -SQUARE BULRUSH
SCHOENOPLECTUS AMERICANUS
50ea 200sf
SCR
WOOLGRASS
SCIRPUS CYPERINUS
50ea 200sf
ZOM
GIANT CUTGRASS
ZIZANIOPSIS MILIACEA
50ea 2OOsf
VEGETATIVE SHELF SHALLOW LAND PLANTING
HERBACEOUS PLANTS
KEY
COMMON NAME
BOTANICAL NAME
AREA
SPACING
QUANTITY REQUIRE
AI
SWAMP MILKWEED
ASCLEPAS INCARNATA
512 sf
24' o c
128 ea
CS
QUILL SEDGE
CAREX SPP.
507 sf
24' o/c
127 ea
CIS
_
WHITE TURTLEHEAD
_
CHELONE GIABRA
24' o/c
ED
DWARF JOE PYE WEED
EUPATORIADELPHUS DUBIUS
24- o/c
EF
JOE PYE WEED
EUPATORIADELPHUS FISMLOSUS
24' o/c
EM
SPOTTED TRUMPETWEED
EUPATORIADELPHUS MACULATUS
____ _
HC
SCARLET ROSEMALLOW
HIBISCUS COCCINEUS
24' o/c
HE
FKBERDLEAF ROSEMALIDW
HIBISCUS IAEVIS
24' o/c
_
KV
SEASHORE MALLOW
KOSTELEIZKYA VIRGINICA
24' o/c
LC
CARDINAL FLOWER
LOBELIA CARDINALIS
_ _
510 sf
24' o/c
8 ea
LE
LONGLEAF LOBELIA
LOBELIA ELONGATA
24' o/c
_I
IS
GREAT BLUE LOBELIA
LOBELIA SIPHIUTICA
24- o/c
RC
STAR RUSH WHOETOP
RHYNCHOSPORA COLORATA
24' o/c
SB
NARROW PLUMEGRASS
SACCHARUM BALDWINII
24o/c
SHRUBS
AA
RED CHOKEBERRY
AROMA ARBUTIFOLIA
3c o/c
CO
COMMON BUITONBRUSH
CEPHALANTHUS OCCIDENTALIS
36' O/C
CA
SWEET PEPPERBUSH_
CLETHRA ALNIFOLIA
3C o/c
CM
SILKY DOGWOOD
CORNUS AMOMUM
_ _
551 sf
36' o/c
138 ea
CR
TTB
CYRILU RACEMIFLORA
36_ o c
GL
LOBLOLLY BAY
GORDONIA LASANMUS
_
36' o/c
HD
BUSHY ST. JOHNSWORT
HYPERICUM DENSIFLORUM
_
36' o/c
ID
POSSUMHAW
ILEX DECIDUAS
36' o c
_
IG
INKBERRY
ILEX GIABRA
36' o/c
N
VIRGINA SWEETSPIRE
CA
fIEA VIRI
_
36' 1c
RP
SWAMP ROSE
ROSA PARIS
36' o c
VC
CREEPING BLUEBERRY
VACCINIUM CIFOLIUM
_
YN
POSSUMH4W VARIANT
VIBURNUMDUM
36' 1c
UPLAND PLANTING TABLE
TURF GROUND COVER
KEY
COMMON NAME
BOTANICAL NAME
AREAI
SPACING
UANTTTY RE UIRE
PBG
PENSACOLA RAHIAGRASS
_
0000 sf
50 Ib ac
0" Its
SLG
SERICEA LESPEDEZA
50 Ib oc
CBG
COMMON BERMUDAGRASS
_ _
_
40 Ib ac
GMG
GERMAN MIFFED
_ _
40 Ib oc
RGG
RYE GRAIN
40 Ib ac
CPG
CENTIPEDE GRASS
40 Ib ac
_
SBG NARROW PLUMEGRASS
SACCHARUM FFk DWINII
50 Ib ac
_
NOTE:
1. SEED MIXES IN WETLAND/DEEP WATER AREAS ARE NOT ALLOWED.
2. DEEP WATER AREAS INCLUDES MAIN POND & FOREBAYS BELOW PERMANENT POOL ELEV
3. IN ADDITION TO GROUND COVER AT UPLAND AREAS, LOCAL ORDINANCES MAY
REQUIRE ADDITIONAL SHRUBBERY AND/OR TREES IN UPIAND LANDSCAPING
REQUIREMENTS. THESE WILL BE SHOWN IN THE LANDSCAPING PLAN WITH A
SEPARATE TABLE/LEGEND.
4. FOR UPLAND GROUNDCOVER PLANTING, THE FOLLOWING SEED MIXTURES ARE
RECOMMENDED:
Pensacola Bohiagrass 50%
Sericea Lespedezo 30%
Common Bermudagross 10%
German Millet 10%
The purpose of the level spreader is to convert
concentrated flow within the pipe to a dispersed
even flow into the vegetated buffer.
1. Water from the pond enters the blind Swale.
2. When the blind swole becomes full, water spills
over the level spreader.
3. The #57 stone inhibits erosion as water flows
off the level spreader.
4. The wooded vegetated buffer provided
additional filtration.
\... 6" PVC
.`; INV: 206.0
oe
sa
, Pp
c
� aoc^e �aSS
(e Yaa
<P�Q exI
� a
qrP o a
L
"9ef , �3•:), C,8
00,
>O
fP^
Ve
„
ipreader
(Install rebar as
necessary for support)
Velocity Dissipater and
Level Spreader
not to scale
Gooden & Associates, Inc
Su1•veying ­ Plimmm,� " .11appmg
1745 Cypress Lakes Rd
Hope Mills, NC 28348
P1loi ie: 910-223 1766
hum License: C 1992
IWcllef supply and ;Chit(Ify ,t`�,Ver elesigil by
Dol I B. Jessup P E 4876
105 Hlington S1 Foyeatleville NC 28306
IPenrlcinent Deleiitlon B<r,in Routing by.
S leverI C. Boleng< r P F. ';'48/-1
P G. Box 128/ Lumberton, FTC: 28359
l
C ` CA
°Q�• •••.�� o
_Z0a
SEAL =
Pam;. 024894 •�441
/ ' Fl7 C. B0\\ \\moo,.
r�
\x
Rs,
FINAL FOR REVIEW
N:.,I FLAKI_tad; KU, kRJ WHIt, 1111 A11 *11VAI IKl.AI
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.. \\� NB�JES�'J•\`
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\V':dcr :Intl SrN�i r l H�1
Heathdiff at
Westpoint
City of Fayetteville
Cumberland County
North Carolina
Basin 1 Details
Broodwell Land Company
PG Box 53587
Fcyelleville, NC 28305
08018 Pond delailsjC3D).dwg
M,Iy I1,2012
AS SHOWN
C17
r
r
R

j
DISSIPATOR
VELOCITY
(RIP -RAP) :
I'IiS 31
Q
1799
V
7.36
J5U
0' 6"
d alax
o' T"'
Ihickncss
V(I
I
IS' 0"
DO /
3 _n^
,3tiu
u u
W
1N _U"
Foreba B
.vim-.- y.:....'�. /-.. ............. ./,- -.. p p
`Y J"O": �ii •. [ ., .. - :.. i i7 ;,- 3 -t -\: . f Y (. i -a -6,V-�'r ,. V \ /O ".
�p p .. ''nn,, V r� 1 LL p .
--�.__. ,Yvy , ., v.- ' .... ;. .: �.� {(},/j} ( /� _ � a., � > / J � ..-L.l-St �_lLx.21.9.S1t-... _
E x 9 : � �,✓c:n,c oo.c�V x89).. .y.✓'; >� JE Iz8`5)SOc
JNE x45 �- --:. ---� c \• ACH (x34 ��\, -:.; -SLC (x57) ;., .., :..� ( ) ;. ACH (x5� �'' -SLC (x34) , I
)... f 7�v5/Z. 1�/) 1!' - -' Y� ii: ='•f , y�l tl�,� -._-
f
__
aboy]k
1
Main Pond
Ll
_ -- 69ttom-E-leu:210.0' - --
- JNE x (EXcovote to 209.0' for Sediment Storage) J (X3 - --
SC LX90)
LC
----_ _-
trTYet 226 3
"SLC.(x42) %x `ACH (x44) ��-~/ �� JNE (x47) `� :,SLC (x44) ..� , ACH tx42)
' / �-s.
T.
x89. ,..-,.:":.<., �''., JrC x8
1 I,. � I l(., J,,.-1Pv Xa9
.,_........ .. ... .. 1,
--•�_ � _.. _ _ - � >... ..... ........ Y._, c ., c... x....... ......
ANTI
_ --ANTI ,6 _
CONC.ANTI-SEEP COLLAR
-SEEP
' __ -._ -.- COLLAROa -
j
-_. P5'_.- _.
.. C�f
ROCK -LINED OVERFLOW WEIR B
VELOCITY
10
9tyF(RIP-RAP) felletllle't�''�'rLttL
DISSIPATOR
LLS 33
Q
TOO
V
7.94
J50
U-6"
(I Inax
'1'hic Anc,,
1' 11"
1a
"
DO
2'-0"
31X1
6'-(1"
W
12'-11"
- ,..ffS rfitt,"f)ilr.ri�n
_ r rne< c/�k EtNep OUr ffice s"11a11 rc.
priar ao no til'lel,"
_._
-- Co n5
may,.
_ k(
�G3
f
_ 72
-.. -
OL
LEVEL, SPREADER LIP -
-ELEV: 212 °
Wet Detention .Ba ' NOTE:
GRAPHIC SCALE Regulations require 50 plants per 200 sf of shelf area
n o Total planting area = 4000
20 0 HI 20 40 all Scale V- 20' ¢ Total required plants = 4000 / 200 x 50 = 1000 plants
This plan provides 1000 plants
w
( IN FEET )
1 inch = 20 ft.
SEDIMENT FOREBAY
V-9' WEIR IN WALL
INJ: 218.9
PRIMARY DPAWOGWN
21' HOLE IN a PVC PIPE CAP
INV'. 217.0
TRASH
BOLTED TO
RIP -RIP
LINED WEIR
EXCWATE V BELOW POND BOTTOM
FOR SEDIMENT ACCUMULATION
TRASH RACK-`
RISER TOP: 2200.3
:ONDARY DRA
INLET: WDOW2TB.9TI
IDai7L4cfAaP.n'l'X1 E
24' OULET: 214.4
8' OULET: 214.0
BOTTOM OF POND ELEV. - 210.0
SEDIMENT SHALL BE REMOVED FOLLOWING STABILIZATION OF SITE
AND DETENTION POND SIULL BE ME GRADED TO FINAL CONTOURS.
Cross Section
Wet Detention Basin 2
not to scale
RISER TOP: 220.3
NOTE TOP TRASH
-- PACK Nor SHOWN
0
Riser Detail
not to scale
CONSTRUCTION NOTE:
1. INSTALL 4' PVC WITH INVERT APPROX
2'-3- M M OPAWDONN ELEV.
2. CAP 4' PIPE
3. DRILL 2j' HOLE IN GAP WITH INVERT
AT OPAWDONN ELEV.
TOP OF POND
EMBANKMENT
ELEV. - 221.7
VEGETATED SHELF
RISER IMBEDDED IN CONCRETE
ANTI -FLOTATION BLOCK
SR X 5R X 1R THICK (3750ef)
EMBANKMENT SHALL BE CONSTRUCTED OF CLEAN STRUCTURAL SOIL, FREE OF ROOTS.
VEGETATION, ROCKS AND OTHER OBIECIIONABIE MATEIW_ SCARIFY SURFACES BEFORE
PLACING FILL PLACE FILL IN 6-8' LOOSE LIFTS. COMPACT TO AT LEAST 95% OF
THE STANDARD PROCTOR DENSITY.
EMBANKMENT SEenON
Preliminary
Plan for Review Only
Do not Use for Construction
STONEWEIR LINED WITH CLASS B STONE
. BOTTOM
• SIDES>
•• POND:
OVERFLOW ELEV: 220.
Overflow W-
not . scale
CONSTRUCTION SEQUENCE
1. All necessary permits shall be obtained
2. Erosion control measures shall be installed in accordance with
an approved erosion control plan
3. During construction, the basin shall be used as a temporary
sediment basin.
4. After the site is stabilized, the temporary basin shall be
converted to a permanent basin.
5. Remove temporary structures and clean out any sediment that
has settled in the basin.
6. Grade and shape the wet pond in accordance with this plan.
7. Install level spreader in accordance with this plan.
NOTE: The vegetated buffer area immediately down slope of
the level spreader must remain undisturbed.
B. Install grasses and vegetation including plants on the pond shelf
9. Ensure that all disturbed areas are stabilized - especially those
areas down slope of the outlet pipe
PLANTING PLAN
INSTALL THE SELECTED VEGETATION IN THE PLAN LIST TABLE ACCORDING TO VENDOR
SPECIFICATIONS. TOPSOIL MAY BE OBTAINED FROM ELSEWHERE ON SITE. THE SUBGRADE
MAY NEED TO BE TILLED ALONG THE PLANTING AREAS JUST PRIOR TO INSTALLING VEGETATION.
VEGETATION SHOULD BE MONITORED AND CARED FOR TO ENSURE IT SURVIVES AND MULTIPLIES.
+ TO BE USED AS PRIMARY IN PLANTING PLAN
' TO BE USED AS ALTERNATE IN PLANTING PLAN
TO USE SHOULD PRIMARY OR ALTERNATE NOT BE AVAILABLE
DEEP POOL PLANTING TABLE > 12' DEEP
FLOATING AQUATIC PLANTS
KEY
COMMON NAME
BOTANICAL NAME
AREA
I SPACING
IOUANTHY REQUIRE
LMS
DUCKWEED
LEMNA SPP.
50ea 200sf
NML
AMERICAN LOTUS
NELUMBO LULEA
3365 sf
50ea 200sf
841 ea
RML
ROCKY MTN POND-ULY
NUPHAR LUTEA SSP. POLYSEPALA
I
50ea 200sf
YPL
YELLOW POND -LILY
NUPHAR LUTEA SSP. ADVENA
I
50ea 200ef
_
SUBMERGED AQUATIC PLANTS
EAC
NEEDLE SPIKERUSH
ELEOCFLARIS ACICUtARS
3365 sf
50ea 200sf
841 ea
EQT
SQUARESTEM SPIKERUSH
ELEOCHARIS QUADRANGULATA
50ea 200sf
CDW
CANADIAN WATERWEED
ELODEA CANADENSIS
50ea 200sf
_
WWW
WESTERN WATERWEED
_
ELODEA NUITAWI
50ea 200sf
NPP
SPATTERDOCK
NUPHAR POYSEPALUM
50ea 200sf
PMG
PONDWEED
POTAMOGETON SPP.
3365 sf
50ea 200sf
841 ea
VEGETATIVE SHELF SHALLOW WATER PLANTING
HERBACEOUS PLANTS < 12' DEEP
KEY
COMMON NAME
BOTANICAL NAME
AREA
SPACING
QUANTITY RE UIRE
ACS
SWEETFLAG
ACORUS SUBCORDATUM
50ea 200s(
ALS
WATER PLANTAIN
AUSMA SUBCORDATUM
50ea 200sf
HQR
WATERPOD
HYDROLEA QUADRNALVIS
50ea 2DDsf
NG
BLUE FLAG IRIS
IRIS NRGINICA
50ea 2DDsf
ME
SOFFRUSH
_
JUNCUS EFFUSUS
638 sf
50ea 200sf
160 eo
LWS
PRIMROSE WILLOW
_
LUDWIGIA SPP.
50ea 200sf
PAV
ARROW ARUM
PELTANDRA VIRGINICA
50ea 200sf
PEC
PICKEROWEED
PONTEDERIA CORDATA
50ea 200sf
SIT
DUCK POTATO
SAGOTARIA LATIFOLIA
50ea 206sf
SLC
BULLTONGUE
SAGITARR LANCIFOLIA
706 sf
50eD 200sf
177 ea
SCN
LIZARD'S TAIL
SAURURUS CERNUUS
50ea 200sf
ACH
(OXTAIL
ALOPERCURUS HOWELLII
706 sf
50ea 200sf
177 ea
SPT
SOFT STEM BULRUSH
SCHOENOPLECTUS TABERNAEMONTANI
50ea 200sf
SPA
THREE -SQUARE BULRUSH
SCHOENOPLECTUS AMERICANUS
50ea 200sf
SCR
WOOLGRASS
SCIRPUS CYPERINUS
50ea 200sf
ZOM
_
GANT CUTGRASS
ZIZANIOPSIS MILIACEA
50ea 200sf
VEGETATIVE SHELF SHALLOW LAND PLANTING
HERBACEOUS PLANTS
KEY
COMMON NAME
BOTANICAL NAME
AREA
SPACING
UANIt1Y REQUIRE
AI
SWAMP MILKWEED_
ASCLEPLS INCARNATA
530 sf
24' o/c
158 ea
CS
QUILL SEDGE
_
CAREX SPP.
563 sf
24' o/c
141 eo
CG
_
WHALE TURTLEHEAD
CHELONE GLABRA
24- o/c
ED
_
DWARF JOE PYE WEED
EUPATORIADELPHUS DUB IUS
24' o c
EF
JOE PYE WEED
EUPATORIADELPHUS FISFULOSUS
24' o c
EM
SPOTTED TRUMPETWEED
_
EUPATORVDELPHUS MACULATUS
24' o/c
HC
SCARLET ROSEMALLOW
HIBISCUS COCCINEUS
24' o/c
HL
HALBERDLEAF ROSEMAL1oW
HIBISCUS LAENS
24- o/c
KV
SEASHORE MALLOW
_
KOSTELETZKYA VIRGINICA
24o/c
LC
CARDINAL FLOWER
LOBELIA CARDINALIS
555 sf
24' o/c
139 ea
LE
_
LONGLEAF LOBELIA_
_
LOBELIA ELONGATA
24' o/c
LS
GREAT BLUE LOBELIA
LOBELIA SIPHILMCA
24' ETc
RC
STAR RUSH WHRETOP-
_
RHYNCHOSPORA COLORATA
_ _
24' Efc
SB
NARROW PLUMFGRASS
SACCHARUM RALDWINII
24' o c
_ _-
SHRUBS
AA
RED CHOKEBERRY
ARONIA ARBIFTIFOHA
36' Efc
CO
COMMON BUFTONBRUSH
_
CEPHALANTHUS OCCIDENTALIS
_
36' o/c
CA
SWEET PEPPERBUSH
CLETHRA ALNIFOUA
36' o/c
CM
SILKY DOGWOOD
CORNUS AMOMUM
480 sf
36' o/c
120 ea
CR
TBI
CYRILIA RAC MIFLORA
E
36' o/c
GL
LOBLOLLY BAY
GORDONIA LASUNTHUS
_ _
36' o/c
HD
BUSHY SF. JOHNSWORT
HYPERICUM DENSIFLORUM
36' o/c
ID
POSSUMHAW
ILEX DECIDUAS
36' o c
IG
I INKBERRY
_
ILEX GLABRA
_
36' o c
IV
NRGINIA SWEETSPIRE
ITEA VIRCINICA
___
36' a c
RP
SWAMP ROSE
ROSA PAIUSFRIS
36' o c
VC
CREEPING BLUEBERRY
VACCINIUM CPASSIFOLIUM
36' o/c
VN
POSSUMHAW VARLANT
VIBURNUM NUDUM
36' o c
UPLAND PLANTING TABLE
TURF GROUND COVER
KEY
COMMON NAME
BOTANICAL NAME
AREA
SPACING
_
UAMHY RE DIRE
PBG
PENSACOLA BAHLAGRASS
0000 sf
50 Ib oc
0000 Its
SLG
SERICEA LESPEDEZA
_
_
50 Ib ac
CBG
COMMON BERMUDAGRASS
_
40 Ib ac
GMG
GERMAN MILLETT
_-
40 Ib ac
RGG
RYE GRAIN
40 Ib ac
CPC
CENTIPEDE GRASS
40 Ib ac
SBG NARROW PLUMEGRASS
SACCHARUM BALDWINII
_
50 Ib oc
NOTE:
1. SEED MIXES IN WETLAND/DEEP WATER AREAS ARE NOT ALLOWED.
2. DEEP WATER AREAS INCLUDES MAIN POND & FOREBAYS BELOW PERMANENT POOL ELEV.
3. IN ADDITION TO GROUND COVER AT UPLAND AREAS, LOCAL ORDINANCES MAY
REQUIRE ADDITIONAL SHRUBBERY AND/OR TREES IN UPIAND LANDSCAPING
REQUIREMENTS. THESE WILL BE SHOWN IN THE LANDSCAPING PLAN WITH A
SEPARATE TABLE/LEGEND.
4. FOR UPLAND GROUNDCOVER PLANTING, THE FOLLOWING SEED MIXTURES ARE
RECOMMENDED:
Pensacola Bahiagrass 50%
Sericea Lespedeza 30%
Common Bermudograss 10%
German Millet 10%
The purpose of the level spreader is to convert
concentrated flow within the pipe to a dispersed
even flow into the vegetated buffer.
1. Water from the pond enters the blind Swale.
2. When the blind Swale becomes full, water spills
over the level spreader.
3. The #57 stone inhibits erosion as water flows
off the level spreader.
4. The wooded vegetated buffer provided
additional filtration.
Blind
Swale
1 I
6" PVC A
,.'I, W V: 211.3
z.
o
A N
c
�c N ^ass
o/ �a
P O
/e9etated v .;
Buffer << ' *`Aev
[one-'�a
Concrete Level Spreader \
(Install rebar as
necessary for support) �\
X
Velocity Dissipater and
Level Spreader
not to sc.-ile
Gooden & Associates, Inc
Surveying , I'lalrni ig ^ llappim,
1 745 Cypress Lake; Rd
Hope Mills, NC 28348
PI lone: 910-223 7766
Fill License: C 1992
Woler supply anti sanlltlry sewer design L)y.
Don B. Jessup. P.E 4876
105 Ellington S1. Foyettevite NC 2.8306
Permanent Detention Basin Roulir'1g by.
Sloven C. Bokmgei, P.E 24894
P.O. Box 1287 1 umbe0ou. NC 28359
\�OQOS/IIln�9 ;G��,
SEAL
P� :• 024894
441
C.
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FINAL FOR REVIEW
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$I
Heathdiff at
Westpoint
City of Fayetteville
Cumberland County
North Carolina -
Basin 2 Details
Blondvvell Land Company
PO Box53587
f ayel leville, NC 28305
08018 Pond dalailslC3D).ciwg
rvn,Iy 11, 2012 C 1 8
AbSHOWN
•
•