SW1080801_APPROVED PLANS_20090514

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
-A a (75 I'�
YYYYMMDD

DEVELOPER
CASHIERS CANOE CLUB
CONTACT
DEVELOPMENT, LLC
1600 CAMDEN ROAD
CHARLOTTE, NC 28203
CONTACT, DAVID LEE
PH: 704.887,4773
CIVIL
LANDDESIGN, INC
ENGINEER/
GROVE ARCADE BUILDING
LANDSCAPE
ONE PAGE AVENUE, SUITE 220
ARCHITECT
ASHEVILLE, NC. 28801
PH: 828,281.1447
FAX: 828.28 I . i 449
LAND
SYLVESTER & COMPANY, PA
SURVEYOR
P.O. BOX 1596
8 CHESTNUT SQUARE
CASHIERS, N.C. 28717
PH: 828.743.2155
SFTE INFORMATION
TOTAL PROJECT AREA
- 30.31 AC
LINEAR FEET CF GRAVEL ROADS
18 NTH ♦' SHOULDER
- 3,277 LF
14' DRIVES WITH 4' SHOULDER
- 1.552 LF
14' WIDE BRIDGES FOR DRIVES
- I o 80 LF
TOTAL LINEAR FEES
- 4.989 LF
PROPOSED SINGLE FAMILY HOMES
- 45
EXISTING SINGLE FAMILY HOMES
- 4
DUPLEX UNITS
- 19 - 2 UNIT 38
TOTAL RESIDENTIAL UNITS
- 87
TOTAL DISTURBED AREA = 14.37 ACRES
CANOE CLUB
SUBDIVISION PLANS
CASHIERS TOWNSHIP,
JACKSON COUNTY, NC
SHEET INDEX:
wWAN REVISION LD-5wM
OwT> wsMrrru
1E10
DATE:
RE49D ADDENDUM � +„"•
NO. I rNo.7 LID SUBMITTAL
C1.0 Cover Sheet
UUM 7110= 0IM2M9
016."
417I09
CI.I Existing Conditions Plan
_ 513001 01101M
3116M
417109
C2.1 Preliminary Plat I of 2
snare 04=09
3r16M9
V7109
C2.2
Preliminary Plat 2 of 2 srsoroc
6, w
Olma9
3016"
417109
C2.3
Site Plan 1 of 2 Snaoe
711oms
01102M
Jn6m9
417109
C2.4
Site Plan 2 of 2 snare
7nam
01102M
31161(19
417109
C3.1
Grading Erosion Control Infrastructure Plan I of 2 s umm
711aae
01(01"
3/160
4/7109
C3.2
Grading Erosion Control Infrastructure Plan 2 of 2 snare
711oros
01102"
3116M
417109
C3.3
Grading Erosion Control Re3identia3 Plan I of 2 Srxros
7110105
ounm
3116M
417109
C3.4
Grading Erosion Control Residential Plan 2 of 2 SOWN
7110M
0002"
3ilim
V7109
C4.1
Road Profiles I of 3 srsaroe
011021D9
C4.2
Road Profiles 2 of 3 sr3ams
011021D9
C4.3
Road Profiles 3 of 3 sr3ome
011021D9
C5.1
Sanitary Sewer Extension Plans I of 2
V300
7r10/08
V1W09 413109
C5.2
Sanitary Sewer Extension Plans 2 of 2
5130M
711ow
VI&O9
4f7109
C5.3
Sanitary Sewer Profile Sheet I of 2
six=
7110108
C5.4
Sanitary Sewer Profile Sheet 2 of 2
srsoroe
3116/09
6.1
Stormwater Management Plan 1 of 2
sr3a0e
7rloos
01r0309
)116r09 JOWN
417109
C7.2
Stormwtaer Management Plan 2 Of 2
5130w
'In"
01102M
V16M
4f7109
C7.3
LID Stormwater Management Supplemental Plan I of 2
011m1w
3116M
417/09
C7.4
LID Stormwtter Management Supplemental Plan 2 of 2
01)"
1116109
417109
D I.I
Erosion Control Details and Notes I of 2
srwms
01102M
3_/ 16/0_9
D 1.2
Erosion Control Details and Notes 2 of 2
51I019a
6a],"
0101 9
31161D9 3130,m
417109
D1.3
Stormwtaer Management Details
111V09 ��
4/7109
D 1.4
Sanitary Sewer Details and Notes
5110M
�
0002M
31I6m9
417M
GENERAL MOTES: _
1. 6WNDARY SURVEY BY SYLVESTER & COMPANY, P.A.
2. CONTOUR ELEVATIONS PROVIDED BY SYLVESTER & COMPANY, P.A. & 2007 N.C.D.O.T. UDAR DATA.
3. TOTAL PROJECT AREA. 30.31 ACRES
4. NO PORTION OF THIS PROJECT LIES 'MTHiN THE 100-YEAR FLOOOPLAIN AS DEFINED BY THE NO FLOODPLAIN MAPPING PROGRAM.
5. PROPERTY PINS 7571-36-30".
6. DEED REFERENCE: 1776/808.
7, THIS PROJECT IS EXEMPT OF JACKSON COUNTY SUBDIVISION ORDINANCES DUE TO VESTED RIGHTS,
8. WATERSHED CLASSIFICATION - CLASS 'B' WATERS. TROUT WATERS, AND OUTSTANDING RESOURCE WATERS.
9. STORMWATER RVNOFF FROM ALL IMPERVIOUS SURFACES SHALL BE TREATED BY A LOW IMPACT DEVELOPMENT STRATEGY PRIOR TO DISCHARGE,
10. FOR TYPICAL STREET SECTIONS. SEE SHEET 01.2,
11. ALL IMPROVEMENTS SHALL CONFORM TO THE WATERSHED PROTECTION ORDINANCE. -
12. PRELIMINARY WETLANDS & WATER SHOWN ARE AS OFTINEATED BY CLEARWATER ENVIRONMENTAL CONSL141ANTS, INC.
13. ALL PROPOSED ROADS WILL BE PRIVATE AND MAINTAINED BY THE HOME OWNERS ASSOCIATION. 17
14. ALL DRAINAGE SWALES AND STORM DRAINAGE CULVERTS LOCATED OUTSIDE OF THE 30' UTILITY, ACCESS AND DRAINAGE EASEMENT ARE SUBJECT TO A
PERMANENT DRAINAGE EASEMENT, DENOTED BY 'PDE'.
15. SANITARY SEWER SHALL BE PUBLIC AND SUPPLIED BY AN EXTEN90H TO THE TUCKASEIGEE WATER AND SEWER AUTHORITY. ALL SEWER LINES SHALL BE LOCATED
WITHIN A 20' DEDICATED UTILITY EASEMENT.
i& ALL WATER SYSTEMS AND WELLS ARE PRIVATE AND SHALL BE OWNED AND MAINTAINED BY THE HOME OWNERS ASSOCIATION.
17. ALL TRAFFIC CONTROL EIGNAGE SHALL CONFORM TO THE MANUAL. OF UNIFORM TRAFFIC CONTROL OEVICES STANDARDS,
1& ZONING DISTRICT IS CASHIERS TOWNSHIP, JACKSON COUNTY.
19, A 30' VEGETATED BUFFER SHALL BE PROVIDED ALONG ALL SURFACE WATERS.
20, THIS PLAN WAS PREPARED WITH THE INTENT TO AVOID ANY JURISDICTIONAL WATERS AND WETLANDS IMPACTS. NO STREAMS OR WETLANDS SHALL BE DISTURBED
UNLESS/ UNTIL A PERMIT IS 06TAINED FROM NCOENR AND THE US ARMY CORPS OF ENGINEERS. CCNSTRUCTION CHANGES THAT MAY RESULT IN IMPACTS TO
JURISDICTIONAL WATERS SHALL BE COORDINATED WITH THE ENGINEER AND PERMITTED PRIOR TO ANY DISTURBANCE ACTIVITIES.
21. ALL ROAD CONSTRUCTION AND COMPACTION SHALL CONFORM TO NCOOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES.
22. WHERE PRESENT, CONTRACTOR SHALL MAINTMN EXISTING SANITARY SEWER SERNCE AT ALL TIMES DURING CONSTRUCTION.
23. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE LOCAL, STATE AND FEDERAL STORM WATER POLLUTION PREVENTION LAWS AND ORDINANCES
24.THE CONTRACTOR SHALL PROTECT EXISTING PROPERTY MONUMENTATION AND PRIMARY CONTROL ANY SUCH POINTS WHICH THE CONTRACTOR 4LIEVES WLL 43E DESTROYED
SHALL HAVE OFFSET POINTS ESTABLISHED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ANY MONUMENTATiON DESTROYED BY THE CONTRACTOR SHALL BE REESTABLISHED AT
HIS EXPENSE.
25. IT SHALL BE THE RESPONSIBRITY OF THE CONTRACTOR TO: A.) PREVENT ANY DAMAGE To PRIVATE PROPERTY AND PROPERTY OWNER'S POLES, FENCES, SHRUBS, ETC, B.)
PROTECT A4L UNDERGROUND UTILITIES. C.) NOTIFY ALL UTILITY COMPANIES AND FIELD VERIFY HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO START OF
CONSTRUCTION. NOTIFY OWNER OF ANY POTENTIAL CONFLICTS WHICH MAY EXIST BETWEEN THE EXISTING UPLI-IES AND CONSTRUCTION PLANS
26. ANY DAMAGES THAT MAY OCCUR, TO REAL PROPERTY OR EXISTING IMPROVEMENTS SHALL BE RESTORED BY THE CONTRACTOR TO AT LEAST THE SAME CONDITION THAT THE
REAL PROPERTY OR EXISTING IMPROVEMENTS WERE MN PRIOR TO THE DAMAGES. THIS RESTORATION SHALL BE SUBJECT TO THE OWNER'S APPROVAL: MOREOVER, THIS RESTORATI
SHALL NOT BE A BASIS FOR ADDIT10NAL COMPENSATION TO THE CONTRACTOR. RESTORATION SHALL INCLUDE, BUT NOT BE UNITED TO, REGRASSING, REVEGETATjON, REPLACING
FENCES. REPLACING TREES. ETC.
27. BARRICAEXNG AND TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL CONFORM TO THE NCDOT STANDARD
SPECIFICATIONS AND ORAYINGS. TRAFFIC FLOW AND ACCESS SHALL BE MAINTAINED DURING ALL PHASES OF THE CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR PROV1011
TRAFn SAFETY MEASURES FOR WORK ON PROJECT. ACCESS TO EXISTING RESIDENCES WITHIN THE PROJECT SHALL BE MAINTAINED AT ALL TIMES,
APPROVED
Drrislof! of Water (duality
Date y v
Permit # g±�Ll,
VIUNI I T MAP
1 "= 5000'
BEFOFE YOU DIG
CALL 1-800-632-4949
RC. CAE CALL CSVM9
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LIVE TABLE
LINE TABLE
LINE
L31
L32
Ld3
'54
L35
L56
L87
' -
L69
1 t90
1-91
L92
L93
L94
95
I L9E
1 L97
L 98
L99
1 100
Lr01
I L7--
L103
'_104
I L705
1 1705
L107
6M IARi E
D7REC RCh1
SN 3.529F
S6927J8E
N-5.5'42'52E
N05T0'47';Y
N4,73546W
N5l 56"^9"W
N14'07'i8E
N0711'57'W
I 58 73'iJ'W
I N07-4627'A'
N8679241
.5.313T40"F
SJ737'40"
N86'19'14"E
53?",.9'S7
5J933.36-W
M0233'48"W
S0358 27 -E
NJ921'42"
S7770'43E
N28'49'17'E
S25'.6'Ib"W
S45J251E
,UBS'5?'56'E
N07140'137",Y
037927
85651W
D7ST,4NGE
46.96'
6756'
2E.32'
55 3'
9.6P
19. 63'
J5.68'
.31'
60,28'
48. 34'
14053,
6001'
III
151.90'
F .5.57'
24C 50'
9777,
I !JO 00'
36.19'
40, 95'
a, 00'
J6.89'
J272'
J8. 19'
116.01'
8Z9E'
1524'
L1N£
D1.4EC710N
075YPNCE
LfffE
DIRECRON
Df$TANC£
L7
I l45J'18'3"
200.31'
Lst
77" 'S -
796
L2
S86U0'39 W
257-Of'
L42
NS;"0 '34"E
40 re,
L3
517Y1'14'
69.20'
L4J
;;6 '10EI
52.67'
L4
S7278'Jt1
82.52'
L44
N56 V914'E
1 9 7.4'
!.5
505'41- 4"
66. 11'
L45
573 455 £
J355
L6
S,4'3J'07"
8L4r'
L46
51 '4 '33"f
60.82'
I L7
WC,765,3"iY
58.23'
L47
S1079.09"E
59. 5'
L8
IW25--6'2Z"W
J2.30'
L48
520 0"W
LOOT'
L9
I N8609'79'E
r09-79'
L49
S7421'43"E
J8.36'
L70
S12-5:-12-C
44.98'
L50
544 7.48"E
893J'
L71
592'45'37'N
8.25'
42.0 '
L51
5 95 '29E
68. 2'
L12
S0321' "
L52
N83'1531"E
32.54'
L7J
S37'48'54''
44,
L53
S4 ' 17 F
5Z 4'
L1i
3- 561
149 I5'
1,54
N65.2'02 E
89.02'
L'S
5_6'19'd0":Y
36.43'
L55
S58 3'Jd'E
7
L16
53259r52-C
J2.68
CSc
N59V626"E
50.67'
L77
53922'34'
47.55
L57 -
N3109'15"E
M. 56'
L 78
N4177 22"W
41. 10_
L58
!{02 J9'04 "W
53 ;
119
S64LJ'02"W
91.J2'
L59
N23'4G'19"c"
31.04'
L20
N8451S7"W
145. 96'
L60
S70'J;11"E
30.52
L21
N0222'46E
82.72'
Lot
N7923'03'E
3575
L22
N33214 '
s357
L62
N3JVJ'01E
3546'
L2J
Ns47156"F
42.39'
L63
N479,'20'WI
�9.65"
L24
N75:3J'7 E
34. 96'
L54
N09'15'J6"WI
27.114
L75
N2277'48"W
36.95'
165
N475805-EI
;0. 6'
L26
.V09aJ'1r £
43. 77'
L66
5B4'24'1JE
56.93'
L27
N08T7'32-W
3070'
L67
JV6831.30 E1
2 4
I L23
NOr-2F' "
31.07'
L68
NJ5J7'24'F
3.97'
I L29
I N71-19,07"E
31.59'
L69
:I&678"40-E
4s 76'
L30
N15 n440"E
50. 36'
L70
N '49'f6E
50.4'
137
N647854-F
35.20'
L71
V07*15,52 E
64.9r'
L32
I S5531'1'
22.69'
L72
IV
55.52'
CURVE TABLE
13J
.w'656'16E
35, 32'
L7J
N58'10'44"W
5.1.94'
C'RvE
RADIUS CEN i;I cwwD
BEAPINC
L34
1 N14'I4'59'W
8.30'
L74
NI '4 '41"W
84.49'
Cf
158.42 1 d9.W I 46.89
S07T76'39'N
I LSS
1 501'40' 7
46.02'
L75
N35' �5 [
218'
C2
160.00 I 66, P6 55, 51
5174345'N
I L36
541 :363 "W
58.55'
L76
N74 '26-E
465 '
C4
30.00 56.67 d858
N07-37'14"W
137
57.i4757-W
56.62'
L77
51 '< 'f0"E
64,03"
L38
S35'7T "-
35. 79'
178
NB5'1 '42'E
2-R.3'
C5
l45.00 104-J6 702.12
$1856'30"W
L39
15-12tj276W
43.3d
L79
,dry '06"E
48.1 '
! L40
SJ7T76'46
13006-
880
N4777'49"E
25.J3'
GFNERAL NOTES
L BOUNDARY SURVEY PROVIDED BY SYLVESTER & CO- PA
2. TOPOGRAPHICAL DATA IS BASED ON 2W7 NCDOT UDAR DATA
AND FIELD SHOT DATA PROVIDED BY SYLVESTER 6 CO. P.A.
J. STREAM AND WETLANDS DELINEATION DATA PROVIDED BY
CLEARWATEt ENVIRONMENTAL CONSJLTANTS INC.
EXISTING CONDITIONS LEGEND
EXISTING TREE LINE (PARTIAL)
- - - -
- EXISTING 10'CONTOUR
- _ - - - _ - - - - EXISTING T CONTOUR
WMANDS AREAS
- -
PROPERTY BOUNDARY
_ - EXISTWG ROADS AND ENWEWAYS
EXITING RESIDENCES
10,
AVN
m
GRAPHIC SCALE
w
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lan"'.11 — —
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i3�
0.26 Ac
6 1I '
WO ACi d 5�,1b I O.s. A[
fm3 f — 519 _ — *SEE SHEET C2.2 FOR LINE
Q! J r307� �� / ,'! a'2o6r I __� �5,as' C.O.S.` AND CURVE TABLE.
W4 ` 1—��i�
0.37 AC _ f
as 7 W
4 1 \ 0-13 Ac�
4� S'\� ` :ii ��E� - �L`SZ'g"__�is51 I
f} o� ' V G3$ l 10, ` 1,
` 00 (��] I r _L7n_-� I — 119 o.as Ac 1 1
! ' J ! — 0.24
_ I 1 1 s "I" 1
HOOPER 7� i i I �. s 117 II a:1Ac—v;�1— — — — —
PIN' 7571-29-6750 1 1 r 3� Eby _ul�� S 411
DEED BOOK & PAGE: IC74/287 f } 0.20 Ac
+r ) ��I�yl{I ` '�•� ' 'IL- /�c�" E31�wE4 — �, LAKE ASSOCIATION INC.
!1 ! ro Nl �. - �? - - - 1 PIN: 7571-39-s1B8 PARTNER'
(° a a�i„ sas�,0.34•E , ��� DEED BOOK SC PAGE: 1501/682 LAKE HOUSE F,/
s✓'"�e 6g•L 1• ' 41.5e' I AND ACCDRA]NA4'E. �1
1/`P ' L I EASEMENT \
30' UTILITY, DRAINAGE, OAGaAC9 ig OIaaC `-1 i i 14' 'MDE CABC ` \
AND ACCESS L !� II~E, - !` I 121 1 TRAVEL \
EASEMENT f, P G4'
I! 9•a1I II 0.26 Ac 1-SURFACE TYr.
310
, \ CASHIERS LAKE ROAD
0 12 Ac (SR 1113) SATE MAINTAIN
SHOULDERTO �
SHOULDER / �_..-
Ter.. (CA8C SURFACE) /
14• WIDE CABc 12z _59n-5r45'rr_ JONFS ' 1
TRA SURFACE TYP, r+ .3 O ,� 4.17 AC I :IL91'
r u 311 �� I I PIN: 7571-38-3464 1
c.:z Ac o I 1 DEED BOOK & PACE: 1573/5S7
y ri 1 '�s'S8"E - N 1 � � 123 ,
Iz2.as' t seszz'10g I
1s I 312 1 ou — — Ac— S j o 1 ¢ I a- n Ac L
rs° zs w 1
—eta 95" J 6S 0.23 AC PROPOSED DRIVEWAY / ' EASEMENT
EXISTING DAM MAINTENANCE
124
I 'SF-O .IIP'� _ CONNECTION TO SERVE
O•S•I %hC \FPct f — JONES RESIDENCE VILLAGE °
#10 100 Lac
I f y• F�j,Tq�i �(,5�PC• i 'ram~ ~�~� _ 4 r �� �p32` / /.as'A'� , CABC
TRAVELESURFACE TYP,
It'
q cis/V�ll
°"L,t `
TUCKASEEGEE I/ �.'�` /'3G unuFY, DRAINAGE, VILLAGE ja \\ ANOU CCESSRAINAGE,�1V�TER & SERVER PP f EAMES 3�ti�1O �/ r// \ EASEMENT C.0.5.�/ 125 / AC �s f�LAKE ROAD CC�IDCS
yr;S s 1.r a�PIN: 7571-28-5154, / / I \�` aY�-I f 2I2 \ .���J� �` ` yMILY, LTD.
0FE0 BOOK do PAGE: 81B�if I /- J I ._\� _ I` \ ;`may_ ♦ \�fB PIN: 7571-56-9262
\/ 136 1 DFID 1!01* A, PAGE. 990/8G
aw Ac 1
// 5�,,9` 1 •.moo" L4 126A K7DE CABC 213
\TRAVEL SURFACE TYP.
' \s t•6 ST6 \ \\ \ 111 i 1 35
N 215 Ly o %
/l J1 e�j.� \ C.O.S. 214 r ! a21 Ac ,-J J ��1
L N-\ 217 s \ \� !
hi 1
VILLAGE �y� �\ a.1a Ac \ 0.86 Ac
I' \ 216 /;e9% d'"�' A5c CIDTIONAL DRAINAGE
,. 1 OIo Ac S r 0 \ ASEMENTS SHALL BE 7 es•
" \ `yey �,� \ HsA: 39 `\ o L CHATTOOGA RIVER
ECOESED FOR ALL DRAINA \ / / 1 REPRESENTS SOUTHERN
Jl•� /.� \ ALES AND PIPES OUTSIDE
134 5 BOUNDARY OF PROJECT AREA
E 3O' ACCESS. DRAINAGE. \
128 \ o UTILITY EASEMENr.(TYP) \ , �
GENERAL NOTES:
` 7 �� ` - - G c \ I. BOUNDARY SURVEY PROVIDED BY SYLVESTER & Co -PA.
�t•2 133 ` 2. ALL LOT LINES EXTEND TO THE CENTERLINE OF PROPOSED
\ S / 0.2a Ac f ROADWAY.
\ 4
129 �- \ , ` `f 7. PROPOSED ROADS AND DRNES SHALL HAVE A 30' dRAINAGE
0.2f AC / ��\ I UTILlTT AND ACCESS EASEMENT. EASEMENT SHALL BE IS' EACH ADOF CENT&J.1NIE OF ROAD OR 94ARED DRIVE.
- - - - - - - m M P _ E N I - R P RISES INC. 4- ADDfTIONAL DRAINAGE EASEMENTS EAR DAlNEATED ON TIME
`j PUBLIC DRAINAGE EASEMENTS I \ `TT� `'o. / a C =
�1 SHAH EXPAND DISC TO E AFTER ! / L 132 'A' 4 '�` / PRELIMINARY MT. SUBDIVISION PLANS AND SfORMWATER
'l POINT OF DISCHARGE TYP. ` a..,7 Ac \ J �� i PIN: 757E-37-9765 MANAGEMENT PANS.
/ S. COMMON OPEN SPACE (CO--,) INCLUDES PUSUC DRAWAGE
;' 13b \ :yba _ _ GEED BOOK k PAGE: 1719 635
EASEMENTS WHERE APPROPREATE AND SHALL BE OWNED AND
i REPRTOCOAESENTS
RIVER �) y o111 i /e 0.45 -C /,f l4 o MAINTAINED BY THECIUJOECLUa HOMEOWNERS ASSOCIAT1oN.
REPRESENTS SOUTHERN 1 m / r,
I BOUNDARY OF PROJECT '01'�\ —, T
V L10SSITE PLAN LEGEND
OPOS>:77 CINTM LINE OF ROAD
(1 r -
I' t, PROPOSED LOT UNIE
• I1 V S E Y of \ 1 hlsti� j Q 30 FOOT VEGETATED BUFFUi PROPERTY
PA�DARY
FROM ALL SURFACE WATERS
PIN: 757i-27-6897 tt \ 1 , !� 1 �p� ( ") VEMWT
S,Z3 rs-. MATCHLINE �)
ENT
GEED BUCK 1 PAGE: 464/174 \ \\\ �SF9)AQ4 ` �� 1\\ ' _—
---v-_ (OUTSIDE OFPROPOSED �AEASEMGE E
' \ \ r•p ys. F �_ ! M1 pA - — 30' UT1LfrY. DRAINAGE AND
(�3,NB�145 +A• 7'E - % L7- T - - - ACCESS EASEMENT
/ A _ 39 FOOT VEGETATED BUFFER FROM
7 p� — L105 IN ALL SWACE WATERS
— \ I -- E7CSTING STREAM
COS # I0 COMMON OPEN SPACE NUMBER
131 LOT NUMBER
p/� [-� C.O.S. 1 YY� 1�� a.s tic LOT AREA(ACUS)
f1OGERS LI;7 {l \-__------""^`� #810C / IC-f•%///%/////////// CAM MAMENFWCE
?IN: 7571-27-9765 5 `` 7 S GRAPHIC SCALE
DEED SOCK & PAGE: 491/656
FIN: 7571-37-2651
GE&ED BOGY PACE: 117/454 DI FZZT
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MONDAY
PIN: 7572-30-7011
~ ` / _ DEED BOOK & PAGE: 1570/86
j C.O.S. 1 PROPER
fj #7 r`� _ T1�UNDARY
3.�3 Ac~ �� L1i
1 5 C3 - C2 L3
f , 206 VILLAGE f-,
f ` 210
I 1 3a' unuTY, ORAINALE, � / /' _ J
AND ACCESS f7
I E
;-COOPER ASEMENT 207 ,� L142
PiN: 7571-28-6750 f ! jai -5 � 208 r
DEED BOOK & PAGE: 1074/287 11 i f I z'9z - _ ' _ ! rq
209
1 I 1 �Q2' � y`•r`�ye T 'v,
HOOPER �.
PIN: 7571-28-5750x
DEED 300K. & PAGE: 1074/287
1-11
} 205
E
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el TRAVEL SURFACE TYP.
\
I
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1
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+
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ASEMENTS SHALL SE
^\
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a
!
ti WALES AND PIPES OUTSIDE •
!
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`C.O.S.
}
b
ND UTILITY EASEMENr.(TYP) VILLAGE
C96
2a3 #1
`\
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2-li .0 E
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�� ASHIERS LAKE ROAD
(SR 11t3) STATE MAINTAINED
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1
s
1
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11
a
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[to
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ROAD CENTER LINE TABLE
LINE:
I LENGTH
I BEARWG
I LINE LEWTH BEARING
L91
1915
NlI`]e2m'W
Lw
M51
r4ml'05411Y
u
r6 r9
N6r]SEiM1
L15
343
L4
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l]6
3052
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L3l
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L71
93m
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2731
N3m'131rE
to
91 Sm
e.rpA'aa'E
Lao
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6.9'Oa'Sa•E
L9
41.11
Slt•2mT
L4,1
M17
1:75•36VrE
• 1.10
4T.M
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53.It
14Ba•a14S-E
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32.30
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• L'4
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1 425
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L21
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629,
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L59
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109
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! FROM ALL SURFACEOT VEGCTATE:D WATERS
\ F3a`F sj7�r0 W 108
\�T ANTI �T - 2s• 0.^_3 AC /, 1 .�� i
\ ~ ~ CASHIERS TAKE
♦( QL/�T�'RF �%` \ 4 \'a� /' \ J."
REPRESENTS WESTERN
\ �f• �C \ �s �`%• �� i� BOUNDARY OF PROJECT AREA
IO7 \ < NEW 10N
J1 AC 4./ �1N: 7571-39-S�LB
y�'a \ OEEO BOOK & PAGE. 11£8/`41
s' \ •� I CASHIERS LAKE
!L4' 'Fe DE CAB.
Zf E F lab C.
TRAVEL SURFACE !
I } a... Ac
C.O:S. TYP.
rot C.O.S.♦#5-
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j \ 2 owl sI 0.12 Ac''
0 25 Ac302
I 1 1M1 = $ I Ir
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301
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78' WIDE CAScl' o.a Ack IG
/,� ,� � TRAVEL SURFACE TYP. #3 1 k v
1 3j~ ,k y`�\•\ / JS� Da nSSSC r ` IDS.'t' L154
N6 a0° it UTILITY, DRAINAGE,
1
OUJOCER
PIN: 7571-38-0837
DEED BOOK & PAGE: 11431�3
�_�
SA,ilS'zJ t735
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III - NO ACCESS r ! f-
710.
029 Ac \` \ EASEMENT ' LA14E r�.�s0 SLA
� I
CABC 1
Tom_ 1
III-�•f' 1 i�-�"'L,D�-���
J�f
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1 I A1. ACCESS
i
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a4a Ac
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V AND ACCESS
_ Cs ASEMENT
1 1 N77b• S' ;
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102
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C.2e C 1
P[w: 7571-39-9188
DEED ?OOK & PAGE'. 1501/682
ROAD CENTER LINE CURVE TABLE
CURVE
LENGTH
RADIUS DELTA
ANGENTi CURVE
LENGTH
RADIUS
DELTA
ANGENT
Ct
ee.za
99901 .rzr
) ff C25
107.41
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33a5
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4044
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2a29
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ma17 30•MOP
10461 L7Q
TQ.82
2=00
29-Ini.
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42m.i/ 1e'1 e�
612T 1 C3,
27.2m
,mm
tr16-w
I3,w
Q924
- a2m.07 15'15V9'
491.E C3]
6 TT
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- as+9
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51'I.'lr
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7.41
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PROPERTY BOUNDARY LINE TABLE
LWE
LENGTH BEARING
LINE
LENGTH
BEARING
1.1
1906 59Mf•S.V1rW
I'm
n.031
54r•OrRE
1,9
AT 1,1 1'r60VE
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will "411m
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l ti,41
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L117
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111.91 5,5'a9yg�
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L146
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MATCHLINE SEE SHEET C2,1 rialm
PROPERTY BOUNDARY
CURVE TABLE
CURVE I LrNOTH
RADtus
DELTA ANGEN
C52 MAS
3650
,05711'
24996
CST 49.m
te0.m
1T•34 r
24.r3
GENERAL NOTES
I. BOUNDARY SURVEY PROVIDED 3`! SYLVESFER A CO, PA
2_ ALL LOT LINES EXTEND TO THE CENTERUNE OF PROPOSED
ROADWAY.
3, PROPOSED ROADS AND DINES 24AA-L HAVE A Xr DRAINAGE
UTILITY AND ACCESS EASEMENT. EASEMENT SHALL BE IV EACH SIDE
OF CENTERL{NE OF ROAD OR SHARED DPSvL
4. ADDIELONAL DRAINAGE EASEMENTS ARE OfmEATED ON THE
PRELIMINARY PLAT, SUBDMSION RAM AND STOPMWATER
MANAGEMENT PLAINS.
S. COMMON OPEN SPACE (CO.S) INCLUDES PUSLIC DRAINAGE
fASB•tEMS MAERE ARPROPREATE AND SHALL BE OWNED AND
MN KTAWOM BY THE CANOE CLUB HOMEOWNFAS ASSOCLATION.
SITE PLAN LEGEND
PROPOSED CENTER LINE OF ROAD
PROPOSED LOT LINE
_ PROPERTY BOUNDARY
EDGE OF PAVEMENT
_4;- . MAT041NE
- - - - - - - - - - PROPOSED DRAINAGE EASEMENT
(OUTSIDE OF 3R EASEMEr•FT)
30' LJTBITY. DRAINAGE. AND
ACCESS EASEMEW
_ 30 FOOT VEGETATED BUFFER FROM
_ - - - - - - ALL RWACE WATLRS
EXISTWG STREAM
COS # 10 COMMON OPEN SPACE NUMBER
131 LOT NEIMSER
GRAPHIC SCALE
5.IT 1s m >�
( INF r
3 Laeh - 50 fL
i
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r E p eL
N
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WT - oA
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y ❑
DRIVE
307E
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14' RIDE ONE WAY
DRIVE LANE PIE 2 .
SUPPORTS R 1
WOODEN DRI 1
W FOOT LONG 1 l
\ 3456.50' DECK
EEVT10
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a \ ~
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r 9.0L.
m 1
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f } 1 f 114 I 0,7e ac
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I
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Y I ROAD TA.: t5+B 0.
�_ I TERSECTS DRIVE 2
121
0 26 4c
I
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VILLA(
#3
211 1.13 A,
AND
216
128
\ \ ole ac
f
/ 129
0.11 AC �
T•'r��U�:,r ar—� ACTUAL L ATION Or
Nq "^.rt1YFR 111 WALLS S)IALL MEANDER
I AS NECESSARY TO
/ PRESERVE LARGE AND
OR SIGNIFICANT TREES
r
1 � /
O \
I I�
a 301 c l
0.]4 AC
-,
l L
cr ---�
r
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PROPER,
WOE GRAVEL
)ADS WITH IOULDE
R AND
rc(TYP)
HES
MHEs
•��f
-
B4
I
212
ITO EXISTING HOME AT AL
213
� (f f ❑�,
I
v i
E4 ADS AND
ED DRIVES $ /
L HAVE 30' !
IAGE, UTILITY,
CASHIERS LAKE
OF f
DRIVE TO J I
DBY ND �• 1 f
E PAIR AND
VILLAGE \ ACCESS EASEMENT
0.77 .c
ell
18
14.V CIO, .
J�
136Eo.so a
DAD A STA.: 27+0
l NTERSECTS DRIVE 6
-T TA.:10+0
t35
0.21 AC
134
0.:B Ac
t 33 \
1-!�� / °'v \ 0-28 ac
7 R 132 3 \
1 S
0.3) AC `
o slat 1
R
l PROP
I
CF(AATTOOGP.1"'"
ACpMTIES SHALL
,.PACT
E(3NEATED
ND AREAS
I _ f
53��33
6 AC
r
STRUCTURE LEGEND
1 �`r
PLAN "A" PLAN W
2836 SF 2233 SF
i
PLAN "C" PLAN "D"
I 2011 SF DOUBLE UNIT
El
PLAN "E"
ECO COTTAGE
GENERAL NOTES,
1_ BOUNDARY SURVEY PROVIDED BY SYLVESTER & CO., PA
2- TOPOGRAPHICAL DATA 15 BASED ON 2007 NCDOT UDAR DATA
AND HELD SHOT DATA PROVIDED BY SYLVESTER s CO., PA
5. STREAM AND WETLANDS DELINEATION DATA PROVIDED EFY
CLEARWATER ENVIRONMENTAL COPRULTANTSL
4- ALL LOT ONES EXTEND TO THE CENTEKUNE OF PROPOSED
ROADWAY,
5. PROPOSED ROADS AND DRIVES SHALL HAVE A -W DRAINAGE
UTILITY AND ACCESS EASEMENT. EASEMENT SHALL BE IS' EACH SIDE
OF CENTTRLWE OF ROAD OR SHARED DRIVE
6- ADDITIONAL DRAINAGE EASEMENTS ARE DEUNEATED ON THE
PRELV4:WARY PLAT, WEIDW44" PLANS AND STORMWATER
MANAGEMENT PLANS,
7. COMMON OPEN SPACE (COS) SHALL BE OWNED AND
MAINTAINED BY THE CANOE CLUB HOMEOWNERS ASSOCNTION-
B. ACTUAL LOCATION OF wALL5 SHALL BE APPROVED BY
LAFIDSCAPE ARCHITECT t'RIOR TO CONSTRUCTION. WALL S♦w-L
MEANDER AS NECESSARY TO PRESERVE LARGE AND! OR
SIGNIFICANT TREES
T S1TE PLAN LEGEND
PROPOSED CENTER DIVE OF ROAD
PROPOSED LOT UNE
DAM REPAIR AND ACCESS EASWENT
WETLANDS AREAS (NO DISTURBANCE)
COMMON OPEN SPACE
+� PROPERTY BOUNDARY
_ _ _ _ - - - - - _ ADDITIONAL DRAINAGE EASEMENT
DRAINAGE, LMUTY AND ACCESS
EASEMENT
. — . . Si REAM CENYFRUNE
WALL —... ... _ LAKE 3 RHEA BOUNDARY
O SIGNIFICANT TREE
COS # 10 COMMON OPEN SPACE NUM ER
131 LOT NUMUR
U. .5 AC LOT AREA (ACRES)
N/F NOW OR FORMERLY
h
❑ ❑X ❑ ❑
cpFa p �,
z
z
7z
O
z
O
Y
a
a
z
O
x
coZ
o
J
€
CL
Vz°
W O V
QQg
O
z
Lu
m
N
L.I.J n
V (A s
Rn
�I
N Y a
f A iM
m eL N
aon�3a�ff „ U

r \ \ \ �� ERTY 80UNDgRY — — SHDULDFRS um
j4 DITCH TYP
i
206 VILLAGE R20.V �� 210
{ f 207 #2 J R
ar� f�
DADS SHALL 208 rI w v \vy
30' UTILITY, 30.
4GE, AND I
S EASEMEN d \ 209
�205
.A I L
DWBLE GARAGE
I TYPICAL ALL
10+00 c I VILLAGE UNITS
204 \
R12.0 r R20.
VILLAGE C;O,
203 #1
� \ 1.79 AC
_ 1 2. 4t
DITCH
t3
110 ` 202
10
1 0.29 AC \ , \
1 ' 109
., 026 AC \
201
108
u.23 AC
pROPER7lT8�UN
f
',Nz- NCI -EC `�
{ o
\GARAGE (TYP,) 8.2AC
a \ \ ��
Z \ \ / 106
0
O C. .S. \
AD A AND ORI S z �i 03
1 S.R. It13. FIELD VgRIFY S�
rl \ \ EXA 7 ELEVATION.105
A OCAT;ON OF
WALLS SHALL MEANDE S '
AL
\\ . A5 NECESSARY_TO _._ / \ I 1 `/�'_ \ 1 M , 11, vR'
HAVE 30'
RAINAGE. UTLL7TY
AND ACCESS
EASEMENT (TYP.)
MATCHUNE SEE SHEET C2.3
rTw
OR
;Rc9(.
SIGNIFIF ICANT TREES `
` Q2• aC ♦ IB.0,
137 / 104
EXI'.
0.29
ROAD A STA.: 13+ {`Y`
NTFASECTS DRIYF 1
tl ff/ r STA.: 10+0 I
18' O�I
ROADS WITH 3' -
'ERTY BOU DI�rCH7DETYP AND
_ \
2' •.OI I} - - - - TING HOMES
�+u 30
IQ IU COMAIUNI7Y PARKING � Y �
z c } I I
1 3 I 1'a26 c
} 0A -�� I• Illf 0.349CI I l
102
—I
Lam''
14'WIDE C.fiAVEL
1 ROADS RM1TH 3'
SHOULDERS AND
'' { DITCHES TYP
CASHIERS LAKE
Iffy
S
STRUCTURE LEGEND
I
� � I
PLAN "A" PLAN W
2836 5F 2233 SF
PLAN "C" PLAN'D"
2011 SF I� iI DOUBLE UNfT
Q
PLAN "E"
—ECO COTTAGE _
GENERAL NOTES.
1. SOUNDARY SURVEY PROVIDED EY SYLVESTER & CO, PA
2. TOPOGRAPHICAL DATA IS BASED ON 2007 NCDOT LIDAR DATA
AND FIELD SHOT DATA PROVIDED BY MVESTER & CO. P.A.
3. STREW AND WETLANDS DEUNEATION DATA PROVIDED BY
CLEARWATER ENVIRONMENTAL CONSULTANTS,
4. ALL LOT LINES EXTEND TO THE CENTEMINE OF PROPOSED
ROADWAY.
S. PROPOSED ROADS AND DRIVES SHALL HAVE A W DRANAGE
UTILITY AND ACCESS EASEMQJT. EASEMENT SHALL BE I S' EACH SIDE
OF CEN1EFLUNE OF ROAD OR SHARED DRIVE.
6. ADDITIONAL DRAINAGE EASEMENTS ARE DELINEATED ON THE
PRELIMINARY PLAT, SUBDIVISION PLANS AND STORMWATEA
MANAGEMENT PLANS
7. COMMON OPEN SPACE (GO-S.) SHALL BE OWNED AND
MAINTAINED BY THE CANOE CLUB HOMEOWNERS ASSOCIATION.
B. ACTUAL LOCATION OF WALLS SHALL BE APPROVED BY
LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. WALL SHALL
MEANDER AS NECESSARY TO PRESERVE LARGE AND OR
SIGNIFICANT TREES
SITE PLAN LEGEND
PROPOSED CENTER UNE OF ROAD
PROPOSED LOT L44E
DAM REPAIR AND ACCESS EASEMENT
F11177 !z-2 WETLANDS AREAS (NO DLSTURBANm
'lJCOMM0NOPFN SPACE
PROMTY BOUNDARY
- - - - - - - - - - ADDITIONAL DRAINAGE EASEMENT
DRAINAGE UTILITY AND ACCESS
EASEMENT
--- STREAM CENTERUNE
WALL
---... -
-.LAKE&RIVER BOUNDARY
D S7GNRCANT TREE
COS #I O COMMON OPEN SPACE NUMBER
131 LOT NUMBER
546 AG LOT AREA (ACRES)
N/F NOW OR FORMERLY
GRAPHIC SCALE
x a to ax
( III FM)
I Lack c ESQ IL
C
❑ S Cj
st:Ac /{ T�D./�nn11LL``
A
u
z
z
u
Z
0
6
g
z
a
W Z
J
F
f
af
I
Z�
V03
N
o
0 Ln t
j zz
Z
z6U
j � g
w
V
SCpDNo� j
oopu0`�r 3iv/

MAI
f 5! E C . _
30 / ! / I f y 1 5 1
I / [ �11 '� !/J! /! !1 11 1 i
r //p /� \ 1 L 307/ b { r af!//1l�ff 1! 15 lI�
I WWII n 1! rCr '•' 1 I 1 1} lV
DRNE 2 ;
�-
1 14' WIDE CNE
If l l ! LANE 80"
11 ' ,1 1! !! 11 ," !�. r'r /I { I f r r 11� , 15I L 1► 1\ \4 Iy ', o 11 15 11 117
1 v 1 11 'I 1 1. I 4
1 If � r`�
30� I r, jI
/r!1lrJ!! !rr ' I iy4 1 tt I\\\� \\\,\ 4rk +' ' lIJ ' �` • 3091r 1 fl 1 as A I 110 SI
1122! !
3111
1' I lI 14 x f APR ADrFO r
+ 1 J I 1 4 __ f GHT SIDE,DITCH I I I
1. 1 V !! 0 LEFT DE DI I ;
AT STA.: 30+5 I I
%,1 / / / r f /r ! 1 r+ 14 / r' \ 1 I I '' •� \ ' E(}.f) i 1 124f I S
'D SECTIONS/ 1 ! r 1 I I
CL/LVERT / r
MATCHLINE SEE SHEET C3.2
I. TOTAL DISTURBED AREA: 14.37 ACRES,
2. EXISTING 2' CONTOURS SHOWN HAVE BEEN GENERATED FROM CONTOUR ELEVATIONS
PROVIDED BY STATE LIDAR INFORMATION AND FIELD SHOT DATA PROVIDED BY SYLVESTE
& COMPANY, P.A.
3. ALL CONSTRUCTION SHALL BE IN COMPLIANCE WITH THE NORTH CAROUNA
DEPARTMENT OF ENVIRONMENTAL AND NATURAL RESOURCES EROSION CONTROL
PLANNING AND DESIGN MANUAL- DATED JUNE 1• 2006.
4. PROVIDE A 30' UNDISTURBED BUFFER ALONG ALL DELINEATED STREAMS AND WETLANDS.
5. A JURISDICTIONAL WETLAND AND STREAM OELIN£ATION HAS BEEN PERFORMED BY
CLEARWATER ENVIRONMENTAL NO STREAMS OR WETLANDS SHALL BE DISTURBED UNTIL
A PERMIT IS OBTAINED FROM NCDENR AND THE US ARMY CORP OF ENGINEERS.
5. FILL SLOPES STEEPER THAN 2:1. AND CUT SLOPES STEEPER THAN 1.5:1 SHALL BE
CERTIFIED BY A GEOTECHNICAL FNGSNEER.
7. ALL VEGETATED SWALES SHALL HAVE A SIDE SLOPE OF 3:1 AND SHALL BE LINED WITH
"NORTH AMERICAN GREEN C350- MATTING OR APPROVED EQUAL AND SHALL HAVE
CHECK DAMS PLACED AT INTERVALS SPECIFIED IN THE DETAIL. ALL CVT/FILL SLOPES
GREATER THAN S SMALL HAVE "NORTH AMERICAN GREEN C72%h' SLOP. MATTING OR
ENC4NEER APPROVED EQUAL.
B. ALL PIPE OUTLETS SHALL HAVE RIP -RAP PLUNGE POOLS.
9. CLOTH AND GRAVEL INLET PROTECTION SHALL BE USED ON ALL DITCH INLETS. WEN
THE DRAINAGE AREA EXCEEDS ONE (1) ACRE. ADDITIONAL MEASURES ARE REQUIRED.
10. ROCK PIPE INLET PROTECTION SHALL BE USED ON ALL FLARED END SECTION INLETS.
HEADWALLS. AND INLETS MEN THE DRAINAGE AREA IS LESS THAN FIVE (5) ACRES.
11. PROVIDE TEMPORARY SEEDING ON ALL DENVOED AREAS THAT WILL NOT BE BROUGHT
TO FINAL GRADE FOR A PERIOD OF MORE THAN 10 WORKING DAYS.
12. PROWDF PERMANENT SEEDING ON ALL DENUDED AREAS AT FINAL GRADE WITHIN 10
WORKING DAYS.
T3. SEE SHEET DI.2 FOR TEMPORARY AND PERMANENT SEEDING NOTES AND SPECIFICATIONS.
14. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSPECTED DAILY AND AFTER
EVERY RAINFAU_ ANY REPAIRS OR DEFICIENCIES SHALL BE CORRECTED lMMEINATELY.
la INSTALLATION OF ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MAY BE
NECESSARY IF REQUESTED BY ON SITE INSPECTION BY NCDENR STAFF OR THE ENgNEER.
16. THE LIMITS OF DISTURBANCE AREA WAS CALCULATED USING THE POLYGONS WITHIN THE
PROGRAM AUTOCAOD. -
r \ \ \ \\ , I 1 { I I S' 1 4 \ DAM ACCESS AND
1 1 I Z3 l} 41 L4 1 51 I1 11 \ / `
t ' { DITCH INLET (TYP 1i i 1 f REPAIR EASEMENT
I L I 1 ARP OA
1 r l y 4 ( \ LEFT SIDE DITCH T01\\ DRIVEWAY. l CONSTRU TION OFFICE AND
IGHT SIDE DITCH \ ` ^'-' MAINTAIN ACCESS J ! f / / - FACING
AT AlL EA
�"'
/ / �/ � r I l /�I,ll \ 11 \\�_,-ter CROSSING§.('SYP) ! /f � 1 I �5 1 1 \ \`` �--TIM / / /' / •�..��m �•gw. , / �` ��`� _ ,
r / r` � � / 1 / I �i! / 11 \ \ / / 1 1 r/ , .. 1 +I 1 r \ \ 1 \ \ \ _ / / / 1 , Syr � 1 I 1 ! � ` �`� ` •��
�,/! rf' / r!/1 //' �J/ w ! f, / t• L � rya yi \\ \ \\ /;//! ♦ .,. �� x- 1 I rrf Y\� L
(TYP) rr./� / r / ROPOS D STORM 1 \ \\ •a \ f /1 /� 6 / E f f I + I I 1• I 1 I I 1
DR06
AIN i�j�
TALL 1 OOU ' / / f . t / ! / , �0 \ 2
/"ROW SILT / / ,/ / l 2�\ 1 \ ♦ / / / 1 ! '\ 3 rr / J ! 1 1 tl i r 1 i
_ ' r E14CI 40 AS
MOWN TYP ?r f/ e' / // / r / / PROTECTI
��i MAINTAIN E145TING i I• _- ;
SIGNFICANT TREES. l /13b / / , ! /' __-_�� / y I• } i
4
(rYP.) S } 4 213 / NSALL1
Al
, 1 ! J ♦ ! 1125 / \ } 4 \\ r-'/ // / j RIVEWAY
)' I ! 1 ' I { I S 1 ' ULVEATS WITH L` / r /1 '" r 1 I} I
4 { 1 f / / E 'B' SEDIMENT l r" /� i -, IN.COVER TYPJ
` \ \ TRAP 1 W 1
r'� r/;r/r! / ,[ II 1 I i S I\ \\ r. J y�•�\ , V Il I \ (\) .\ \ \\ \\ rr� rr/ W // 1! !I !r 1 1/,/�/,%� ;//� � µ ' `� � !/J,I�;•1!!
PROPOSED STRIP INC. MULC , �•\ \ \ \ • -' �` // J135! i,L1V J //'{t/.
I AND ST \PILE ARE0._ \\ \\ \ h \\ r �214
z �'1 / �\ \ \ \ r'
POINT
%/ \\ D DIRECTAN
/ \ Y
S70RM RUNOFF
INTO INLET.
\ I MPORARY SEDIMENT /r/! /
\ NPORARY SE IM T \\ \ — �-�I---�� \\ \ 1\ 134 \\
AP -, \ \ \ _ - - \ \ LENGTH: 42' / 1 / \ \ \ 5 S 1
LENGTH: 34'-'Y , \ \ \ _ ` },� �. \� l ' `I �.8 �' �.\ 1 1 MD TH: 21'
\ - v=' —%-�=` \\ \ _`� \ \DEPTH- 3.Z-
\ WIDTH: 17" '\ \ '� �- :? .\ � !
EP7H: 3.5' \ \ \ \ \ `
\\1
r � -�
03
!
_,ap• f. \• / \
5 \ Gc-' 124
LUNGE POOL 1\\ 5 I � 10' DRAINAGE
G TYP) \ ` i S y EASEMENT FOR I \ 1 L
} STORM PIPES f }
J / ! ! ♦ \ P i r� ~� ` \ \ ( I i i 30 I I r / ROTECT EY STIN
/ J ! / 1 / \ \ \ -�� j / _ ` \ \ \ �•\I I l 1 f Y SIGNIFICANT TREE
•PUBLIC DRAINAGE I 1'=r
I , I EASEMENT SHALL // rr�
h EXPAND TO 20' AT ! j 1 31 ! ' / / / / Y ~``-..
PIPE DISCHARGE (TYP. ! ! ! 1
r
IA 5 1 } •; /�
7.
'``ti4~
7/1
[ / _ \ \ 4 I INFRASTRUCTURE CONTRACTOR IS RESPONSIBLE
1 ty t Ili I 1� \\� �, 5 [, k FOR THE CONSTRUCTION OF COMPONENTS
\ RELATED TO INFRASTRUCTURE DEVELOPMENT
ONLY. RESIDENTIAL CONTRACTOR IS
RESPONSIBLE FOR COMPONENTS RELATED TO
r 5 X PERMANENT VEGETATION —4—
RESIDENTIAL CONSTRUCTION.
I I II IN VEGETATED SWALET _ 5 } \1 I1 1
1 4 I I SHALL BE ESTABLISHED ED \ i y I \ 5\
{ f IMMEDIATELY FOLLOIVING ;
f _Ir- ' FINAL ROADWAY GRADING 5 1 4 S 111 4 h
(TYP.) Y1, 101 1 1 l
DRIVE 4 - \\ \\ \\\h`\\ h\1 tt I4' It CASHIERS LAKE
f! PROPER BOUNDAR`f,
1 1 + fr !f ! ! // �� \\ \ \ \ \\I\ 1y\ 5 �' t4 ASHIERS LAKE
* ! 1 I I I r !, 1 ! !' / / \ \ h\\\ 1 \ V 1 \ SHORELINE
1 112
PERMANE 01 I I r ! f \ \ \ \ 1 \ \ \ l
I I I CHECK DAMS 1 1 g € t , ` j \ ` \ \ \ \,� \ \ CA HIERS LAKE DAM
a I I (TYP) I i I. I I I f t 1 \ `\ \ 1 51\1, - \`
EXISTING HO E\ 5 1 i
ITS OF I I ; \ �� 1 TEMPORARY
INFRASTRUCTURE I} I 1 \N1F JONES t 1 1 5 I y 1 �G� 'F• \ J COt;STRUCTION
1+ I DISTURBANCE TYP y I I 1 1 1 1 5 5 I$ 5 I 1 I1 \p `\ ENTRANCE {TtP}
rl I ( ) I 5 1 t \ \ \ } I A) y L
4e.
GENERAL NOTES:
I. SEE SHEETCTI THRU C7.4 FOR STCRMWATER MANAGEMENT
2 AREAS SHOWN ON THE PLANS FOR-STRIPPINGRIULCH
STOCKRLE' AND AREAS DELINEATED SY'CLEARING UMrW
SYMBOL ARE NOT TO ISE CLEARED OF ALL TREES, INTENT OF THE
OWNER G TO PRESERVE AS MANY OF THE EKISTING TREES ONSITE
AS POSSIBLE ONLY TREES THAT HAVE BEEN FLAGGED FOR REMOVAL
AND REVIEWED AND APPROVED WITH THE OWNER AND
LANDSCAPE ARCHITECT SHALL BE REMOVED. SEE ALSO TECHNICAL
SPECIFICATIONS SECTION -PROTECTION OF EXISTING PLANT
MATERIAL' FOR FULL REQLRREMLI'M
1. ALL STORM RUNOFF WILL DRAIN INTO THE CHATTOOGA RNER
WHICH HAS A -ORW (OUTSTANDING RESOURCE WATERS)
CLASSIFICATION.
4. A SITE SOIL INVESTIGATION HAS BEEN PERFORMED BY MICHAEL
ATHANAS i ASSOCIATES. INC. THE SU&SURFACE SOIL
INVESTIGATION DETERMINED THAT THE SITE CONSISTS OF 174E
EVARD SOIL SERIES
3FLADING AND EROSION CONTROL LEGEND
— — -- — — EXISTING I O' CONTOUR
- - - - - - -- - - - EXISTING V CONTOUR
PROPOSED W CONTOUR
PROPOSED Y CONTOUR
WETLANDS AREAS
STRIPRWA AND STOCK FILE AREA
X CONSTRUCTION OFFICE AND
STAGING AREA
DAM ACCESS AND REPAIR EASEMENT
p RAIN GARDEN (RG}
'n (Si2E VARIES)
TEMPORARY CONSTRUC1)ON
- - ENTRANCE
PROPERTY BOUNDARY
PROPOSED LOT URI ES
—z-----„•— SILT FENCE
® v INFRASTRUCTURE LIMITS Of
® DISTURBANCE
TYPE '5- SM121ENT TRAP
PROPOSED STORM MAIN PPE
. . . . — STREAM CEN INE
—.. • -.. — LAKE ✓R RIVER BOUNDARY
W _ DRAINAGE UT,UTY AND ACCESS
EASEMENT
- - - - --- - - -- - - ADDITIONAL DRAINAGE EASEMENT
11 DiTal INLET
13 DITCH INLET PROTECTION
- PERMANENT CHECK DAM
F RARED END SECTION
>♦ PLUNGE POOL
TEMPORARY SEDIMENT TRAP
-HF- HIGH POINT LOCATION
_LPG LOW POINT LOCAT10N
17._ CROSS SLOPE DIRECTION
0 SIGNfiCJwT TREE
TO TEMPORARY DLFCH
131 LOT NUMBER
IN
' _iA .
W E
GRAPHIC SCALE
( IN rErr )
L Inch - 50 fL
`o
SL¢ E
rrZ (V
Z LL
7 O_
Z z
Q Lu
g j
Z F-
o
H �
I-
H Ln
5
z
0
z
0
:4Zww p
m J
n O
J 0- CifU W
w O U 0
O( ) w Q
55 z
Q m�2 °
3i
U En S
` 38
mrm �
"A z
imp
ono�6�� r V
g

INFRASTRUCTURE CONTRACTOR IS RESPONSIBLE
FOR THE CONSTRUCTION OF COMPONENTS
1 4 ' ~� =� \4 '4 14 1 i I j I i JI r! !! I + RELATED TO INFRASTRUCTURE DEVELOPMENT
'J r IPROPERTl Bp(Ufy 1 1 ONLY. RESIDENTIAL CONTRACTOR IS
RESPONSIBLE FOR COMPONENTS RELATED TO
y PROTECT EXLSUN Iw s of L/ 4� X ll ! i ! + I I J J ! !!!+/ RESIDENTIAL CONSTRUCTION.
GNIFICANT TREE INFTRASTRUCTURE %►
f \ l 2 DISTURBANCE (TIP)
2�0
I 1\ \ \ \ \ \\\ 2{)7
`\ `\ \ `\ \\ \ \. \ �` _ 108- - �G• _ ,'/I/ i /' f+t i,'i d rrr'!tl t rf 1
It if
f if
205" If
` 104
OTON
C--
`1 -
—! 1I I 1 1
___ -- 202 ��\ 1 1 1 1 1 1 ! 1
r I } rI j J1 ! r
fir\ �`� `\;.`�.,` '--107 �• �. \x� r%r-_ I I I i
201
k,
ARYi
UTPRC1 �I ; I CASHIERS LAKE
y /• /i !/�1 \ �y -,`.G _-r^ NEVYT
\ /bE1ON I,�
I— , / f T II
- - - - - - -
I r— --,__---_�___
L — — — — J
_------------------ - ��-
N N
x \0
l5 yJ I• ; //� !—� — `_ � _ �4R` j I II i i i � 41 14 \\
`\ NERGY DISSPARN 1
♦ \ \ \ \ \ \ \ \ \ ) \ \ \\ \ ti `
\ \ \ \ \ \ PLUNGE YOQL TYP 11
f! I� I
\`\\\\\ 11 ; i
-T i
I
I I I I
,PROPERTY B0bND ,
304 II ! I J
! J !
1 r + I
Los
fNAT(,:HUNE SEE SHEET 01
30
4
y r !
,TCHLINE SEE SHEET C3.1
€m3m MEX-.
I. TOTAL DISTURBED AREA: 14.37 ACRES,
2. EXISTING 2' CONTOURS SHO'NN HAVE BEEN GENERATED FROM CONTOUR ELEVATIONS
PROVIDED BY STATE UDAR INFORMATION AND FIELD SHOT DATA PROVIDED BY MvESTE
do COMPANY, P.A.
3. ALL CONSTRUCTION SHALL 3E W COMPLIANCE WITH THE NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL AND NATURAL RESOURCES "EROSION CONTROL
PLANNING AND DESIGN MANUAL' DATED DUNE 1. 2006,
4. PROVIDE A 30' UNOISTURSED BUFFER ALONG ALL DELINEATED STREAMS AND WETLANDS.
5. A JURISDICTIONAL WETLAND AND STREAM DELINEATION HAS BEEN PERFORMED BY
CLEARWATER ENVIRONMENTAL NO STREAMS OR WETLANDS SHALL BE DISTURBED UNTIL
A PERMIT IS OBTAINED FROM NCDENR AND THE US ARMY CORP OF ENGINEERS.
6. FILL SLOPES STEEPER THAN 2:1. AND CUT SLOPES STEEPER THAN 1.5:1 SHALL BE
CERTIFIED BY A GEOTECHNICAL ENGINEER.
7. ALL VEGETATED SWALES SHALL HAVE A SIDE SLOPE OF 3:1 AND SHALL BE LINED WITH
'NORTH AMERICAN GREEN C350' MATTING OR APPROVED EQUAL, AND SHALL HAVE
CHECK DAMS PLACED AT INTERVALS SPECIFIED IN THE DETAIL. ALL CUT/FILL SLOPES
GREATER THAN 3' SHALL HAVE NORTH AMERICAN GREEN C125BN" SLOPE MATTING OR
ENGINEER APPROVED EOUAL-
S. ALL PIPE OUTLETS SHALL HAVE RIP -RAP PLUNGE POOLS.
B. CLOTH AND GRAVEL INLET PROTECTION SHALL BE USED ON ALL DITCH INLETS. 'AMEN
THE DRAINAGE AREA EXCEEDS ONE (1) ACRE. ADDITIONAL MEASURES ARE REOUIRED.
10. ROCK PIPE INLET PROTECTION SHALL BE USED ON ALL FLARED END SECTION INLETS,
HEADWALLS, AND INLETS WHEN THE DRAINAGE AREA IS LESS THAN FIVE (5) ACRES.
It.
PROVIDE TEMPORARY SEEDING ON ALL DENUDED AREAS THAT MALL NOT BE BROUGHT
TO FINAL GRADE FOR A PERIOD OF MORE THAN 10 WORKING DAYS.
12. PROVIDE PERMANENT SEEDING ON ALL DENUDED AREAS AT FINAL GRADE WITHIN 10
WORKING GAYS.
13. SEE SHEET 131,2 FOR TEMPORARY AND PERMANENT SEEDING NOTES AND SPECIFICATIONS.
14. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSPECTED DAILY AND AFTER
EVERY RAINFALL- ANY REPAIRS OR DEFICIENCIES SHALL BE CORRECTED IMMEDIATELY.
15. INSTALLATION OF ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MAY BE
NECESSARY IF REQUESTED BY ON STE INSPECTION BY NCDENR STAF> OR THE FNGNEER-
16. THE LIMITS OF DIS7URBANCE AREA WAS CALCULATED USING THE POLYGONS WITHIN THE
PROGRAM AVTOCADD,
L. SEE SHEET C7.1 THAU C7.1 FOR STORMWATEA MANAGEMENT
2. AREAS SHOWN ON THE KAN$ FOR "STRIPPIW_Jt U H
STOCKPILE- AND AREAS DFAINEATLO BY -CLEARING UMTTS"
SYMSOL ARE NOT TO BE CLEARED OF ALL TREES INTENT OF THE
OWNER IS TO PRESERVE AS MANY OF THE E aP'WG TREES ONSTTE
AS POSSIBLE ONLY TREES THAT HAVE BEEN Fi.AGGED FOR REMOVAL
AND REVIEWED AND APPROVED Wr7H THE OWNER AND
LANDSCAPE ARCHITECT SHALL BE REMOVED. SEE ALSO TECHNICAL
SPECIFICATIONS SECTION "PROTECTION OF EXISTING RANT
MATERIAL' FOR FULL REQUIREMENTS,
3. ALL STORM RUNOFF WILL DRAIN INTO THE CHATTOOGA RHEA
WHICH HAS A'ORW (OUTSFANDiNG RESOURCE WATERS)
CLAAITCATION.
4. A SITE SOIL i WESnGATION HAS BEEN PUTOAMLD BY MICHAEL
ATHANAS B AS50OATES. INC. THE SUBSURFACE SOIL
iNVESTIGATION DETERMINED THAT THE SITE CONSISTS OF THE
EVARD SOIL SERIES.
GRADING AND EROSION CONTROL LEGEND
— -- -_ — —
EXISTING I O' CONTOUR
- -- - -. - - - -- -- -
EXISTING 2' CONTOUR
PROPOSED ID' CONTOUR
PROPOSED 7 CONTOUR
WSTL.ANDS AREAS
STRIPRNGS AND STOCKPILE AREA
\ , r!'�c7
' ISTAGING
CONSTRUCT ION OFFICE AND
AREA
DAM ACCESS AND REPAIR EASEMENT
� � ` r
•• I
RAIN GAROEN (RG)
.__.�_
OTLE vwRIFS}
-
TEMPORARY CONSTRUCTION
ENTRANCE
PROPERTY BOUNDARY
- -
PROPOSED LOT LINES
—Y—ri—•—
SILT FENCE
a ® . .
INFAASTRUC:TUAE OMITS OF
DISTURBANCE
TYPE'W SEDIMENT TRAP
PROPOSED STORM DRAIN PIPE
STREAM CENTERUNL
- �--•-�••-
LAKEA RIVE;k BOUNDARY
- —
DRAINAGE UTIUTY AND ACCESS
EASEMENT
_ - - - _ - _ - _ -
ADDITIONAL DRAINAGE EASEMENT
0
DITCH INLET
QfTCH INLET PROTECTION
-
PERMANENT CHECK DAM
9
FLARED END SECTION
*
PLUNGE POOL
❑
TEMPORARY SEDIMENT TRAP
..HP+
HIGH POINT LOCATION
.LP.
LOW POINT LOCATION
ZIT•
CROSS SLOPE DIRECTK3N
0
SIGNIHCANT TALE
— ro
TEMPORARY DITCH
131
LOT NUMBER
�
w `�ro:k
E
S
GRAPHIC SCALE
a
( 0i FM)
1 inch » 60 It.
u N
z
LL.
O
O �
u z
9
U
a Lu
i
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a �
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W ui� Q
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10
MATCHLINE SEE SHEET C3.4
ram-
f Ip 30 !! / I I ,t;1I 1 t' 1 ! ,S 1 1\ \t is LIMITS OF DISTURBANCE
f 1� ! r t' 1 l 114 1 t\ II ,1�.�� \�•�_\ } {ACRES} I
9(6\,
\\} tt}1 - r 1 �1 _ ! } 1 • [ T FRASTR 3UCTURE5.08
{ \ 07� ! I y y �!� I -T i 1- 1! \} 15 \y N. \I 1\ \i i RWE4aENTIAL 9 29
,1 \5�`*=—i
N.
t ! r ! ! I 1 1 I l r l l\ O .-
1 f r ! f/ / % 1 ! 1 1 1? I 1 t l}' 1
DRIVE
,!! !Yl} 5} ._ x - 1011 \ 1-11` 1
!/ ! I r f I[ 1 t\ 5\ yti 'o _ I y — Il ti } 118 ly 119 }y I 51 t, , ,5 5, \ '\ tl) CASHIERS LAKE
r t 1 1 1i 5
I r I u� ;ttOE ONE .\ `y ty \\ \1 5
\_ \ 1., Il
trA I li7 I
! I`! S-].. O \ �11 II
LAN
E BO- PIER ii
! f
J rVt
gol•).NDA
PERMETE
j l J/ AAAff r ' 1jj I i PROPER
'1 ! / \ \ � \
.9 DAM (TYP.) J ♦� \\ \ ' \I LI ,}ASHIERS LAKE
r! I 1 r
r309 ! ii
r ! y 1 \ ! I ! —
! N. 1 7 \
12 Ir ! 1 ! 1 I / / ♦ ^` \\ \ \\�\11 \ \\
! ! ! I f j � \ ♦� \IIIIIf "lrr; ilz 1 ! r } � ` I 5 I II � � I I r 1 1 !! \ \\�\\\1�� 1\ \\
r!! I I I I 1 ! 1 I ! 44 1 Q I ! r 1
\I \ 1 \1\\\\I\ \ k�\ \\ \ �\ \ \ } CASHIERS LAKE DAM
��,
A
\. \
ISTING HO E\
1221 �r r } LIMI y NlFJONESI�V)
( 1 1
t. TOTAL DISTURBED AREA: 14.37 ACRES.
2, E7(ISTLNG 2' CONTOURS SHOWN HAVE BEEN GENERATED FROM CONTOUR ELEVATIONS
PROVIDED BY STATE UDAR INFORMATION AND FIELD SHOT DATA PROVIDED BY SYLVESTF
k COMPANY. P.A.
3. ALL CONSTRUCTION SHALL BE IN COMPLIANCE WITH THE NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL AND NATURAL RESOURCES "EROSION CONTROL.
PLANNING AND DESIGN MANUAL' DATED JUNE 1, 2006.
4, PROVIDE A 30' UNDISTURBED BUFFER ALONG ALL DELINEATED STREAMS AND WETLANDS,
5. A JURISDICTIONAL WETLAND AND STREAM DELINEATION HAS BEEN PERFORATED BY
CLEARWATER ENVIRONMENTAL. NO STREAMS OR WETLANDS SHAH BE DISTURBED UNTIL
A PERMIT IS OBTAINED FROM NCOENR AND THE US ARMY CORP OF FNCINEFRS.
6- FILL SLOPES STEEPER THAN 2:1, AND CUT SLOPES STEEPER THAN 1.5: i SHALL BE
CERTIFIED BY A GEOTECHNICAL ENGINEER•
7. ALL VEGETATED SWALES SHALL HAVE A SIDE SLOPE OF 3:1 AND SHALL BE LINED WIN
'NORTH AMERICAN GREEN C350- MATTING OR APPROVED ECUAL, AND SHALL HAVE
CHECK DAMS PLACED AT INTERVALS SPECIFIED IN THE DETAIL ALL CUT/FILL SLOPES
GREATER THAN 3' SHALL HAVE "NORTH AMERICAN GREEN C125BN" SLOPE VATTING OR
ENGINEER APPROVED EOL'AL
B. ALL PIPE OUTLETS SHALL HAVE RIP -RAP PLUNGE POOLS.
S. CLOTH AND GRAVEL INLET PROTECTION SHALL BE USED ON ALL DITCH INLETS. WHEN
THE DRAINAGE AREA EXCEEDS ONE (1) ACRE. ADDITIONAL MEASURES ARF REQUIRED.
10. ROCK PIPE INLET PROTECTION SHALL BE USED ON ALL FLARED END SECTION INLETS,
HEADWALLS. AND INLETS WiiEN THE DRAINAGE AREA IS LESS THAN FIVE (5) ACRES.
ii. PROVIDE TEMPORARY SEEDING ON ALL DENUDED AREAS THAT WILL NOT HE BROUGHT
TO FINAL GRADE FOR A PERIOD OF MORE THAN 10 WORKING DAYS.
12, PROVIDE PERMANENT SEMING ON ALL DENUDED AREAS AT FINAL GRADE WITHIN 10
WORKING DAYS_
13. SEE SHEET DI.2 FOR TEMPORARY AND PERMANENT SEEDING NOTES AND SPECIFICATIONS.
14. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSPECTED DAILY AND AFTER
EVERY RAINFALL. ANY REPAIRS OR DEFICIENCIES SHALL BE CORRECTED IMMEDIATELY.
15. INSTALLATION OF ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MAY BE
NECESSARY IF REQUESTED BY ON STE INSPECTION BY NCE)ENR STAFF OR THE ENGINEER
56. THE LIMITS OF DISTURBANCE AREA WAS CALCULATED USING THE POLYGONS YATHIN THE
PROGRAM AUTCCADD.
DESiURBANCE (TYP)'
\ \ �\ � I ! � 1 •, 4 Y � \\\\ � �----J
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PROTECT EXISTING \\ --' /'
I 24 I , I } TREES TYP) EXACT
% ( r T T , f ; \ , WALL PLACEMENT SH _ sti
f11 r� `-
! f Q / \ \ 1 t l y \ \ /// r ! I' i 4 i \ Il 1\ \\ BE CPENDENT UPON \ / r / ±/ ! ! /! /^---lrl/ _ / / YAM ACCESS AND _ �-
,� !emu ! / \ ♦ `\\\ `Fri' / / 1 !+�lI 1I` _ - TREE LOCATION `--= r /OQ(� / / / , ,� /ram !r' _ EPAIR �ASEM T. L \
/ ,�� flgpr liter \ ♦ \ : f/ / f ,�.- I S. I \ \ \ '\ / r r. Y!/_, /„�\ ,'�d
�y v� i( /
I 11219
5 ! �= .'' r/ f/F' �' 218 , 1
ll1/Ll1 %! ( I I� \} \\ 1 +` y Ri} / '/f `� /if i��F 1 ! I ! I f �, •I�1 I �I I I
!/!
Imo' / / // ( J,/"/s/" / / IJ"1� �' r`_•, ! %}I 1'212
-�' �� / /,/ r �r I- ,` r I / / rl �f V i, ! ♦ 7 - � f r / ! ! / �.lr !'i ! I I '�l I'I`yl
SIGNIFICANT •`.-,L'S !36 ,.� /f // / r--� _ -'� / '/I rr' 1 1 V �.1' I
J,r/ V �{ GENERAL NOTES
r !t ! j �!+ \ ` 1 I 213 - / ` \/ 11 / •J'.l !/ ff / / ff' ' _� I '} 4 I I. SEE SHEET C7.r TNRu c7.1 FOR SFORMWArER MANAGEMENT
/ 1 11=
^ r f 1 II'2 \����^--'1•t!FLAIL
/J �/ ~` '" ! I I 2 AREAS SHOWN ON THE PLAINS FO0. "SfRfPRNGrFRJLCN
SILT FENCE {TYP) ! l i. I ---t- / f % / ! �. 1
Y ✓'�JjI! I STOCKPILE' AND AREAS DELINEATED BY "CLEARING LIMITS'
UMI pF \\ i !f! / / '1 - I '' _ i i J SYMBOL ARE NOT TO BE CLEARED OF ALL TREES. INTENT OF THE
C {l�:;
1 \ `^51 ISNRBANCE 37P / OWNER IS TO PRESERVE AS LUNY OF THE IXLSTING TREES OF{STTE
AS POSSIBLE ONLY TREES THAT HAVE SEEN FLAGGED FOR REMOVAL
`- L \ \ \ \ L 135
/ L{,L{! AND REVIEWEp AND APPROVED WITH THE 01NhtER AND
r / 1 \ \\ \�" \ ` •\ \ l ! ' 1 } Y1 r ` _ \ \ ` \ \ / / ' i/ Ij f� ! ! r y/ . , l' ! I LANDSCAPE ARCHITECT SHALLSE REMOVED. SEE ALSO TECHNK:AL
214 C / [ ! T y{+ / , / ! / / SPECIFICATIONS SECTION "PROTECTION OF EXIS ING PLANT
`127 \ \ \ \ \ \ / '�T' /' / f ! !h 1 ! r I `..._�' / /"� / / ! MATERIAL" FOR FULL REQLFREME14M
\\ \ \\ ~ ~ 3. ALL STORM RUNOFF WILL DRAIN INTO THE CHATTOOGA RAVER
\ WHICH HAS A "ORVr (OUTSTANDING RESOURCE WATERS)
\ \a_ 21b 4 ` \ \ \ _' \ I f 1 1 t ' \�\ r" / . r / cLA1�IHCATtOrr
\\ \ \ \ �� Y - \\• `\\ \\ \\ \ \ \ / / J T I\ U 1 }\ �'. �' ' / /'rr / r 4- A SITE SOL INVESTIGATION RAS BEEN PERFORKM BY MICHAEL
t, \ \ N. \ ♦ - _ ! \ \ \ ♦ , / / I !� \\ \ \ f ,r ///f /' ATHANAS B ASSOCIATES INC THE 5UB-SURFACE SOIL
r i 34 \ \\ \ \ \ r r r ! ' / EY OILnooNN DETERMINED THAT THE SITE CONSISTS OF THE
\ \
_ y \ -�_--- `� Yam- - ♦ \ \ � � � �i \ \ 1 L \ ♦ I !!! / /
. �-'\C. 4 � \\\ \ \ \��_- rLR'�-�� ��\\ , � \•..._ t`' ,_� \. � f �ff,111l1r r" -�-i \ SI II I I I I
! � ^ `� � \ \ \ � _ _ _ �+.`•r � � � / � ' � / �' / ! ! f � _ \ 1 I i I GRADING AND EROSION CONTROL LEGEND
�f33 �/ /'///!///! i _ \ \, I II I I ! 1 CK[STINGIO'CONTOUR
! �/ / /- ` •�-\\ �\ �p� } ,per \\ \ \ \ \ 5 i \ J� /i i' \ I I y I ! 1 1 !----_---_- EXISTING 2' CONTOUR
129 ! 11 \� i`� / �'�ir f /f / l \ I I Al !f 1I if PROPOSED IO'CONTOUIR
f RtOPOSEDYCONTOUR
WETLANDS AREAS
/! ! ! rt�-�� \ \\ \•-` �� /.`ra \ ` •5 i I f I I I 132/
DAM ACCESS AND REPAIR FASEf1EIJT
/ ! ! ! \ \ \ \ /i . _ \ ♦ \ \ I 'S 1 1 / ! . i' i `� '! / _ _ - .! / / ! ! ( SRAIN GARDEN (aG)
itiS Try(SFEVARIES) PROPERTY BouIVDARY
PROPOSED LOT LINES
N.
9IT//' / ` /i // i / `♦ 1 I I I I 1 \ \ OVERALL \ — — v .a .o LIMITS OF D15TU3iBANCE
l a 1 N. \ 1 '\ N. I S ! / 1 / / i i' / / / / ! / �� / / PROPOSED STORM DRAIN PIPE
\ \ } �1 I 1 ! STREAM CENTERLIFff
1 6,VLEa RNER BOUNDARY DRAINAGE, UTILITY ACCESS
l 1 { EASEMENT
NTALLD \` �r%!/r/, /' --
%N. \1 - \ / ./.!!, ! / - �� �r / - --- WALL 01WL DRA1h:AGE EASEMENT
\51 \ \ 1 1 ROW SILT \ 1` `1 _ M1 I _ _ / ! / r' - r / i r /
FENCING AS i` f r r/ / WALL
N. \\ \ \ \ \ SHOWN .(Ty?) ♦ \ '—" r- r �� J / r r // i _ i 0 DITCH INLET
li 1 \1~ISDICTIONAC / ! , ! / i - _ ` � / / - PERIMNEM CHECK DAM
TLANOS 6 FLARED END SECTION
/ r _ - _ _ - / \ \ `' \ •"� ` \ \ \ ~Y _ _ _ '' / 1 ! I / / / •/ • /� �f— / \ • PLUNGE POOL
O SIGNIFICANT TREE
� —----------`'111 rf !!/'/r/ 131 LOT NUMBER
GRAPHIC SCALE
N. ;\N. IN YEET
' • \ • I trwb - 50 tt
.2
�
L^J ❑
0El
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CK
DAM (TYP.) ♦ 1 \_� � _ r� �c
Ir W$TLA 1bs A EA\j ; ! "r
UL
\\ 1 5 t \ 1 t 14 •I \\ \1 1 ♦ +� ♦ \ \ PRO C7 FXSTINGI
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2TYP
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DOUBLE. Xkdft'
LT FENCE (T V
1. r I r
p i 4 , 1 , /!! � ` \ \`\ \\\ ( 1 h\ ♦ \ �� � ��ti ^-- -
Nl-
14
I I I I I I , ` \` ♦\ r ` `\ \����\ �` � �'` ISTURBANCE (TYP), � rr ,
I \ � T I 1 i � \ � \ - `3 \ \ \ � � � _ A •4 _ / / ! ! 1 r 1 r I I
\\ •\ \\t f L` ly II \I \ - I k ` \
\ \
LLJr I
It
It
f
- ----------
--' ---_-------------------- -
!�
%
\ 1 11 It, 1� \\ \ \ � \ \\ ,- ! � t � It rr
\ \ \V \\ 1 1 1 E I i l ; 1 l 1 1 1 1 \III'_ _\� \ \ \ \\� \ ~ f �I 1 1`l1► � L} 1 � Y//
-
/
I
a I. I I I I S OUTPARCE
i I I DUGGER
f //// ///////'//r/ /, ! !! Ir! I1 � !I rl--'j l} � LI I �t � •' ; � _I'���I {r/�' /.
C
!O � ! � 305
d
1 I I I + I MATGHLINE SEE'SHEET 0.3
'73E"y�A,� ! r / 1 f r•P i
1 ` tl ,i I. r' ,I i Ih I j ! I Ilr :r - -•� ` L I I `j ! ' I 1 r I .r r!
3.
202 ssLr FENCE (TYP} If r
\
♦��PO \\/ �\y �� �� J•��� / f r!! !r I CASHIERS LAKE
!
\
,' ��� •\ OUTPARCEL �' � I y i t
.` EYY1rrON
IW
\ PROPERTY BOU'NDAR02
I,
1 1
(� t
/ 7
F �
04
I. TOTAL DISTURBED AREA: 14.37 ACRES
-
2, EXISTING 2• CONTOURS SHOWN HAVE BEEN GENERATED FROM CONTOUR ELEVATSONS
PROVIDED BY STATE UDAR INFORMATION AND FIELD SHOT DATA PROVIDED BY SYLVESTE
h COMPANY. P.A.
3. ALL CONSTRUCTION SHALL BE iN COMPLIANCE WITH THE NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL AND NATURAL RESOURCES "EROSION CONTROL
PLANNING AND DESIGN MANUAL' DATED JUNE I. 2006.
4. PROMCE A 30' UNDISTURBED BUFFER ALONG ALL DELINEATED STREAMS AND WETLANDS.
5, A RJRLSDICTIONAL WETLAND AND STREAM DELINEATION HAS BEEN PERFORMED BY
CLEARWATER ENVIRONMENTAL. NO STREAMS OR WETLANDS STALL BE DISTURBED UNTIL
A PERMIT IS OBTAINED FROM NCDENR AND THE US ARMY CORP OF ENGINEERS.
6. FILL SLOPES STEEPER THAN 2:1, AND CUT SLOPES STEEPER THAN 1.5:1 SHALL BE
CERTIFIED BY A GEOTECHNICAL ENGNEER-
7. ALL VEGETATED SWAL£S SHALL HAVE A SIDE SLOPE OF 3:1 AND SHALL BE LINED 'WITH
'NORTH AMERICAN GREEN C350' MATTING OR APPROVED EQUAL, AND SHALL HAVE
CHECK DAMS PLACED AT INTERVALS SPECIFIED IN THE DETAIL. ALL CUT/RLL SLOPES
GREATER THAN 3' SHALL HAVE "NORTH AMERICAN GREEN C1256N' SLOPE MATTING OR
ENCTIEER APPROVED EQUAL.
B. ALL PIPE OUTLETS SHALL HAVE RIP -RAP PLUNGE POOLS.
9. CLOTH AND GRAVEL INLET PROTECTION SHALL BE USED ON ALL DITCH INLETS. WHEN
THE DRAINAGE AREA EXCEEDS ONE (1) ACRE. ADDITIONAL MEASURES ARE REQUIRED.
10. ROCK PIPE INLET PROTECTION SHALL BE USED ON ALL FLARED END SECTION INLETS.
HEADWALLS, AND INLETS WHEN THE GRAINAGE AREA IS LESS THAN FIVE' (5) ACRES.
11. PROVIDE TEMPORARY SEEDING ON ALL DENUDED AREAS THAT WILL NOT BE BROUGHT
TO FINAL GRADE FOR A PERIOD 0: MORE THAN 10 WORKING DAYS
-
T2. PROVIDE PERMANENT SEEDING ON ALL DENUDED AREAS AT FINAL GRADE WITHIN 10
WORKING DAYS
13. SEE SHEET 01.2 FOR TEMPORARY AND PERMANENT SEEDING NOTES AND SPECIFICATIONS.
14. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSPECTED DAILY AND AFTER
EVERY RAINFALL ANY REPAIRS OR DEFICIENCIES SHALL BE CORRECTED I.MMEDIATR.Y.
15. INSTALLATION OF ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MAY BE
NECESSARY IF REQUESTED BY ON SITE INSPECII°N BY NCDENR STAFF OR THE ENGINEER.
16, THE LIMITS Of DISTURBANCE AREA WAS CALCULATED USING THE POLYGONS WITHIN THE
PROGRAM AUTOCADD.
u1W'11TS OF DISTURBANCE
f } i \�1t 11 i YT1 (ACRES)
TOTAL: 14.37
! I y 1 1 EXIST)NG INFRASTRUCTURE 5.11E
1 , ` 17 r� ' ` 1\ i •■i' DECK RESIOENTIA_- 9.29
CASHIERS —LAKfl
SHORELINE
DR1 / `1
1 4 }
GENERAL NOTES
I. SEE SHEET C7.1 THAU C7 4 FOR STORMWATFR MANAGEMENT
2. AREAS SHOWN ON THE PLANS FOR "STRIPMNG41ULCH
STOCKPILE' AND AREAS DELINEATED BY "CLEARING LIMITS"
SYMBOL ARE NOT TO BE CLEARED OF ALL TREES INTENT OF THE
OWNER IS TO PRESERVE AS MANY OF THE L)ISTRVG TREES ONSITE
AS POSSIBLE ONLY TREES THAT HAVE BEEN FLAGGED FOR REMOVAL
AND RENEWED AND APPROVED WITH THE OWNER AND
LANDSCAPE ARCI4LTECT SHALL BE REMOVED. SEE ALSO TECHNICAL
SPECIFICATIONS SECTION -PROTECTION OF EXISTING PLANT
MATERIAL' fOR FULL REOLHREMENFS.
3. ALL STORM RUNOFF WILL DRAIN WTO THE CHATTOOGA RIVER
WHICH HAS A -ORW (OUTSTANDING RESOURCE WATERS)
CLASSOCATION
4. A SITE SOIL LM'ESTIGATION HAS BEEN PERFORMED BY MICHAEL
ATHANAS A ASSOCIATES. INC THE SIB -SURFACE SOIL
INVESTIGATION DETERMINED THAT THE ATE CONSISTS OF THE
EVARD SOIL SERIES,
GRADINGAND EROSION CONTROL LEGEND
— — — — — EXISTING W COINTOUR
- - - - -- -- - - - - EXISTING X CONTOUR
PROPOSED ICI CONTOUR
PROPOSED T CONTOUR
V TTLMUS AREAS
DAM ACCESS AND REPAIR EASEMENIT
RAW GAADEN (RG)
(SIZE VARIES)
PROPERTY BOUNDARY
PROPOSED LOT LINES
—��-x-- SILT FENCE
v — — — — OVERALL UHTTS OF DISTURBANCE
PROPOSED STORM DRAIN PIPE
STREAM CIMERUNE
LAKE E RIVER BOUNDARY
OKAWAGF, UTILITY AND ACCESS
EASEMENT
- - - - - - - - - - ADDITIONAL DRAINAGE EASEPIENT
WALL
Q DITCH INLET
- PERMANENT CHECK DAM
H HAILED END SECTION
i PLUNGE POOL
i O SPGNLFLCANT TREE
13 I LOT NUMBER
GRAPHIC SCALE
( DE FXrf )
I Inch - 50 It
O u_
z 0
fV
g
O Q
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3 ELI
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MA I LHLINt: Ntt bHtt I L-
I
I I ri
1 i + r
SIGNIFECANT TREES (TYP.)
/! o!
r I /
IJ F,r 1J1 /Jr Jr! I I 41 y'1 1\\\\`\\ \''\4
JJ if rJ
! RUNOFF SHEET I I } } }I
• / r/ / 1 FLOWS ACROSS
/ r ! ROAD
/ % I I I
TOTAL CONTRIBUTING ORANAGE
AREA EAST TRIBUTARY = a2% AC.
/ /,' /rr f / / Jr ! J! f rJ� �C>�S•11\ `\
J TOTAL CONTRIBUTING DRAINAGE
I J AREA WEST TRIBUTARY - 30.15 AC.
/ 1 � / � �.' / yf! f• rJ 1
-Y r r r�f/ 1 ♦ /�
u71LgY CROSSING/
--- EX. 8' S5. WV=3M3.13
- [my. CROSSING. 4AC.4
vy-
}
� a\
rr i� r ♦�\ \ C \ \\ i
�r _ 1 ♦\\\ \ \y \2
rJ "RAIN.CARDEN�'RC=d'\ \ \
t STORAGE WLUME"SBO OF', -K.
rin1�"nuLlc�cc�nccl �r.c
1 �" 1' I } }I 1 �"-yI :I ff 15 I�� 1 �R'� INFRASTRUCTURE CONTRACTOR IS RESPONSIBLE
+130 1 !f I I 4 yy� y 4l I ' r r ' �1 \ \.• \} 1. }I I *SEE SHEET C7.2 FOR STORM DRAIN FOR THE CONSTRUCTION OF COMPONENTS
I t , j t STDENTION=a IVEGET TEED S . \ CALCULATIONS RELATED TO INFRASTRUCTURE DEVELOPMENT '
I l" /' ! J 1 ! 4 RETENTION IN VEGETATED SWALES
ly It 5y 1. ONLY. RESIDENTIAL CONTRACTOR IS rrf
1 S5 1� II y I 4 } ` 1 I I I ! C.O.S. \y }y ly 5 , yy'\\ \� RESPONSIBLE FOR COMPONENTS RELATED TO r r r
#9
r j \ RESIDENTIAL CONSTRUCTION. r
1' l 1 1 1 RAIN-CARDEN-'RG-E% y '
STORAGE VOLUME 316 OF 1 -mil \ 1 \ ' PROTECTION OF EXISTING, TREES AND rrr 'rr
LL -0- - 1 1 `4 I BOi30M Ei V. 3462-51 } INSTALL PERMANENT CHECK GAMS �' l \ \y VEGETATION IS CRITICAL TO QUALITY
D yl y 111 I 4 } 1 1 TO RETAIN RUNOFF AND PROMOTE
NE 2
1 & �} 1 }} NFILTRATION (TYP.) SEE DETAIL. �y, 1 1 STORMWATER MANAGEMENT. ALL CLEARING
AREAS AND TREES TO BE REMOVED SHALL BE
1 i!T - I CRATE-3463.50 APPROVED BY ENGINEER AND LANDSCAPE
Igy I F„ i SUM -3 60.5 l } j 1 I \ \\ 1\ 1t 1 } I f r r
� � 4 B I I� I' 4 ! + 1 5 � y \ � 1 } ARCHTfECT PRIOR TO DISTURBANCE
i I 1 ♦ r y o \ S. -z ` \ \ \ \ 1 + l /
*COMMON OPEN SPACE AREAS SHALL REMAIN
VEGETATED AND PROTECTED
�L3 I r4 I 1 1 } _ =-r- ; Y'y y y'. ; *A PERMANENT RECORDED VEGETATED BUFFER
�! *z ,'%! 1 I I- + t }unuTY cea sN' \ ^\\ \ \\\\ 1 y 11, t 1 'y 1 30' BUFFER WILL BE PROVIDED ALONG ALL
111 I, I I• A-
-JURISDICTIONAL I PROP. a" S.S. INV.=3455.a5 / \` \\ -JURISDICTIONAL WATERS ON THE SITE.
1 !
r f4 S. IhV. CROSSING=3a59. 8
/ 30411 r rJ r I gI20 $ X
z ! { A f I 1 HECK DAMS IN Sri EES
- 1 '•-' ' w}" } J I } } I I I 112� I PROMOT"c STORM WATER \ \ \ \ L 1 1 \ \ \ '• \ r ' I 1 1
RETENTION INFI TRAn
APPR07(IMATE MEAN SOTAL CONTRIBUTING GRAIN AGE
1 Ar I I `` 1 I I I 1 X i I 1/ \ 1 5 L 1 1 1 \ \ 1• HIGH WATER AREA TO SPILLWAY = 672 AC. f 1 I !
\ 1 1 } E I r !_ 1 I I ! I I 1 I 1 II' II }C OUTPARCEL \ \\� y y\\\l\�}'\ \\\� \ ELEVATION - 3470.0 �� JJ f J! !I f !
+ IZ21 �r -I- -i-- I I ! I I 4 1 (ONES } 1 1 5 \.
} I Ji
O.I. �,l: 1 J ! 1 I I
(�RAIN:GARDEN-Rtr$• I f ATE-3461.50 l 1 5 1 ' \ \ \\ �} t I 1 I } } m \ 1 ` r.I �� t
' t r IXAGE VOLUME 211 CF r _ I I I I SUMP - 45 l
BOTTOM ELEV. 34 T I f ` \
I 7 T
'jlr Ir•IG�� I i f 3�
J.f I r { I�I II ! I URLITY CROSSING \ ♦ ♦ �y1� J I I I s,j0 f/� IE�=-- - -
/ EX,
B" S.S. INV=3460.05 \ \
PROP. 6" S.S. INV.:3454.41 \ �0� rr RAIN _GARDEN-.RG_ C.,
S.D. INV. O CROSSING•3456.70 \ }\-� rr l���� / / r r STORAGE VOLUME 185 C _ - - _ - _ - �� \ `♦ \ \\ \1 1\ 1
PROPOSED STORM 'i \ \ \ ` r / -
r • ! IJ J II/ I \ . \ `\ \ \ \ \ / / ! / ! r / r BOTTOM ELEV, 3460.5i - _ _
/. / !f/ DRAIN PIPE (T%'P) }i �1 `1 \ \ \ `�- / Q& , 1 / f r- r I - \ r y%J 3469.50
' GRATE=3445.80 % f ! ! r XISTING ANIT RY / J / ' J f 1-' / r j '` \ \
uMR 3440:a3 / / 1 /,', �a7 { 1 i 1-���,r`_-
/ Y \ ''APR LINE / / , ^'\ I f i 1
\ \ \ \ SJGNIFICANT TREE / r'r��/ -J \, f J I I 7 1 r"_ ` L-]�.��.��- �. 1} 14 ♦\ \ ` \ \ \�.
/ / GRAPE-34A7.90 �/ - t \ \ ADJITST WALLS 0' ! 1 ! I I
_ISUMP : 3444,a \ ♦ AVOID IMPACTS , ` \ r I I } € \ y \
/ �\ 2I8 r21911 I i i ff r! i `/' ; /J ! 11 \ \,
' ' 'rrp., .1. 6- \ r / ,� ♦ ! I I I I I I / 1 1 1 \ \
/ RATE=3461.SG y ♦ -`I ,r_rr / i � lI f \
' / "7 MP = a56. \ \ / / � � '1 1� I / ! j I ! !� 1 �1 I I ' S l A \ ♦ ``
\ r
` \ /_ /.. 1 I \•" / 1 I / { I ! i ! } CC 4 \ `
211 1} \ \ Y>\ r91 • / J r , f // /i C.O.S_ ! t } �1 } ! { j I \ \ \
7 0• ` !• / / / r unUr JCRO SING } 1 ` ,� / b' + / ! Ir \ r
' ' ! \ !�� �` ATE-3a61.50
.E.S. -3 +�S / PROP. 8" S.S. INV.=3451.82 ` \�/ J ''� / / 'MAR 3458- r I ' t
=3a4a 60 Y " ice_ ,i'-~ . ! f S f / Y l I GEFJEP.AL NOTES:
. INV. O CROSSING= 456.34 ( / r �. / \ }
-r� 1 r } • / ` /1 I36 i / / 'L -- _�- ri �-� \ 1 ; } 1 1 1. IOP SURVEY PROVIDES BY SED ON 2 do CO.
/ / / / V:�'•- / !,� PLACE 12 HOPE 2. TOPOGRAPHICAL DATA IS BASED ON 2007 NCDOT UDAR DATA.
k, \ INSTALL PERMANENT CI+EC7( DAMS 213 �i-�' CROSS CULVERTS AT "r! fl rr NYE T = 458.3 /r 1 1; } 3. SEE SHEET C7.2 FOR STORM WATER PIPE CALCULATIONS.
TO RETAIN RUNOFF AND PROMOTE 1 DRIVEWAY LOCATIONS / // / _ ' } 4. THE PROJECT BOUNDARIES EXTEND TO THE PROPERTY
/ \ WFTLTRATION {T1P.) SEE DETAIL ` 4 kn�• _ WERE CROSSING BOUNDARY.
00 1 I 11\ k / D3TCH. MAINTAIN 1.0' f//.- 11 1 I , 5- SEE SIf�ET C7.3 THRU C7.4 FOR DRAINAGE AREA OEUNEA TION.
/ ffC^ _ I I 1 6. ITEMS SHO'AN ON EROSION CONTROL PLAN SHEETS C3.1-C3.4
RAIN- GAR_DEN"RC=q% ` � MINIMUM COVER AND f /.y „// / --!• �' / / f ! ARE IN CONJUNCTION WITH ITEMS SHOWN ON SWM PLAN SHEETS
y 1 STOR-AGE VOLTIMEJ711 CF ' /� ! #iz�t % MIN SLCPE. TYP) ! / /./ j ` •" /�
_i r� 16 1!� J, C7.1-C7, 4. ITEMS SUCH AS EARTH CHECK GAMS MAY BE DUPLICATE
BOTTOM ELEV. 3457.Of r' , 135 ! I r, , r� 1 f , .:. 1 / 1 ON BOTH PLANS BUT ARE TO ONLY BE INSTALLEO ONCE.
C.O
} 2171 .S. Y
1 ` ` 127 _ \ \ #la / L i/ �J 1! 1 +r f' `...-�' r r'r / / ! 1. THE CANOE CLUB DEVELOPMENT SIORwAIER RUNOFF
IXW
Y IIII`���� SCHARGES TO TSTANDING RESOURCE WATERS.
LATE 214 = 3a58.00 /�. ALL SWALES AND STORMWATER PIPES ARE LOCATED WITHIN
// PROPOSED ORAINAGE EASEMENT.
N.
\ _ \ \ / r ! I \ \C \ \ S ALL VEGETATED SWALE SIDE SLOPES SHALL NOT EXCEED 3:1.
�� - ✓ \\, \ ' /�_ \ . r / /,'./ r 4. ALL VEGETATED SW'ALES SHALL BE LINEDPATH NORTH FAIERICAN
5 I \
\\ -L - A2Z ?, [S.D. INV. O CRO�SSIN`G\=3450.8lr \- I I 1 / IMMEIATELY FOLLOWING FINAL ROADWAY GRADING.
♦ J I I i 1 1 I I r ` \ I } I I I I I TIME.
FINISH FLOOR ELEVATIONS HAVE NOT BEEN DETERMINED AT THIS
71
ME.
/ / -' \ ` \ =%`� ♦ ` r \: ♦ / I I } 1 � r I'-,`.- �\ 11 I i # I 1 i { 5. ALL DISTURBANCES TO 14MOT ROADWAYS SHALL BE SUBJECT TO
' \ } N,\ 7 c \ 1 \ \ \ \ r Al \ \ INSPECTIONS 8Y THE NCODY AND SHALL REPAIRED TO MEC'JRREN7
/ . ` \ 1 \ �' .)v �I3• ` \\ - J rr 1 I ` / f r `\ ` \ 1 I I 1 STANDARDS AND SPECIFICATIONS OF THE NCOOT.
133
\\ \ / �' STORMWATER MANAGEMENT LEGEND
``\ l \ 1 f 24 fy 1 / \ rEwnNG IV CONTOUR
1 - - - - - - - - - - E CTINGcONTam
J J / j r ^ ~ � �\ .• \ , f �' fir / � � / �^\ \ \ \ l! ! \ I I /, I y t \ 0' PERMANENT PROPOSED 117 CONTOUR
/ 1 / i / \ ' � �,.•' - } I r / JJ + 1J r 1 PROPOSED 2' CONTOUR
\ rrr _ ♦ ♦ ! / r / r r / r r / /r VEGETATIVE BU r 1 I
///1!I/ \\ \\♦� ✓ /,/rir/ r. �'.-4�\\\ \\\`' .E. A- I ! } y ' PROTECT r'� �r-�=✓�// �'. - �J/ 30'UTIUTY. DRAINAGE. AND ACCESS
INVERT = 0 1B f r ,�' SIGNIFICANT TREE$ TYP. /' r / ( EASEMENT
\ 4 �I I (r ),yam �_ - ,: / / / l 1 r 1 } �---- - - - . '�' STREW CENTERLINE
/ !/! ,/, ♦ ♦ \ \ Y.•.-cam/rrr r i �� \ \\ 11 + I i 1 J I /� ` . /J I ! f r }
\ 1 10 PETMANENT I 1 131 ) Jr i'� r `r-.-.-...-WCE B RIVER BOUNDARY
r // / \ \ •. r%/ rrri'r / \ \ 1 \ I ! I \V/ r �/ �r r� - _ / ri i SFr// 7 J 1
� \ ' PROPERTY BOUNDARY
r r / \ \11 y r
TO
CONTRIBUTING DRAINAGE y r r,•r / �'' 1 } 1 / \ L \ 1 1 �5 f ! / !r I J I ! r t / ' ' rrr ' '� / r / •' �/ f- - - - - - - - -
STORM DRAIN
AREA EXITING SITE = f83B AC. r r / } } Y 1 I I� \ U \ 1 y II I ! / r ' �r/'J f`// -DRAINAGE EASEMENT
~ 'S l f'!' 11 t �J 'r/r' ,rJr/r PROPOSED SANITARY SEWER
�' r r ' \ - / J / / S i 1 I } I I ' I' \ \ / \ \ ` 1 1 4 } J ' I ! �! / J r r i r / rr / •F / r f f / r /ter' �'' !% , _ _ _ - _ _ _ _ _ _ Hr VEGETATIVE BUFi'ER FROM
ALL SURFACE WATERS
- r �� --` r/ / / ! -�\ L 1 `I } I I \ \ •t } } Y ! ( Ir /� , / / / r - - - LOT UNES
y `+1 I +I \ / f SEE SHEET C7.3 & C7.4 4 J r / , / r r �r
I I I I \t FOR FLOW PATHS AND r - / wETIANf?S AREAS
ICI 1 \ \� \ y \ Jf J TRRF_ATMENr DATA
_ EX. DAM ACCESS AND REPAIR FASFHEU•FI
/ Cam! \ / J 55 1\ 1`\\\\\\\�'i\\t\11 11 \I `\\\\\1y\(\ \ \t\� 'y\ I
lf! IJ1 ` ,'r __ •��x' r�c" ss�IN AKULN(RGr VARIES)
\ '/!I 1 Jf� " 'i`~�~~_�� (DI)
/ / \ \ \\\ \ \ \ \ \ ♦ \ _ -I. - _ = l f 1 1 - �i '! F1-A DD SECTION F£S}
/ y N. \ \ \``\�ti \ \\\\� �C�-� _-__- - �� r 1 f 1 -: r'l i� J- �� / / \. 0 PLUNGE POOL
, CENTER"NE OF PERMANENT CHECK DAM
O SICNtF1CANT TREE
�' PROPERYOTABOUNOARr /
1 / / 1 ` ` �� \ ` +� ^`\ Y - E.O•S. / 1 f i /, DELINEATED WETLANDS AREA MI STORM ID
TO REMAIN UNDISTURBED (TSP.) / N COS BITS COMMONN OPEN
EN SPACE NUPtBER
I 131 LOT NUMBER
z ` ` `/rf j/ J // / . 1 DRAINAGE AREA POINTOF INTEREST
REST
�� I f I L
GRAPHIC SCALE
\\IN FEET I
z J
r
s E5
a. Ell
�rV �y7 m�3�3
0051Zz
z
7
O
U
z
O
se
U
a
Ic
0
O
H
w
CV
LL
0
z
CL
-
w
LOP) Z
Z Z Lu
m 0
IL
O Q
U Z
W
O5.Z
Q00t p
U cn �
I I•

3
0
0

!
1 r 1 I f
I ! 1 ! }
I I r I
I l \ \ \
y I } r 1
s
y I I i r RETENT
I I I 1 f r r
I 4 I
I 1 1 I 11 I i rrr.
II y1 I`, 4 1 1 I I
\ \ 1 I y I \
y
/ ♦ ♦ \ I 1 I
• \ \ \ 11 y I I �
y i \ TOTAL CONTRIBU
AREA ENTERING
\
I 1 \ \
r t I 1 \ t
! r S t \ \
------ ------ -YJ
11
_ _ _ _ 1
♦ !
- - --- - - - - - - Clo.S. If r
___-=_=_-_--- ---------
- - - - I -
' f--------- - - - - - -
�\ .\ �.\ \ ♦\ ♦ \ \ \ \`\♦>.`♦\ \ r - �ti \ ♦� ♦♦ F.E.S. F
VE
Wy 11 \ yy � I � } A 4 ll yy yy \1 1\\\ \\ I' \\ \ ♦\ \ `�� r �r !
\\ ♦� /r�
1 i I I I I' r I, II 'I \\\I 1♦\\ `d7L►TPARCEI:
\ybUG4K
/,TOTAL CONTRIBUTING DRAINAGE 1 I 1 I I
AREA ENTERING STE = 22.80 AC. y j
1 l } 1
' 4
//r/ /•' / / / •',!` J !1 ' / 1 1 i I II I �Lt IL I Y IL I
1
�I
-
rCnmr
! r r I !! I I f l ! 1 f 1 1 I I T 1 ^a� i 30•
MATCHUNE SEE SHEET b I
" -- /
I��
LOW PATHS AND r I '� 1 I l i f
MFNT DATA
, I r l rlr / 20 f I l rfr
f
STORM ORAWAGE CALGl1LATIONS - POST CONSTRUCTION
_ - - � 3+a-e7t' �;a�c
s•.�-
_ "�pr�7.�_-��!: 4se: ...srar
P'�
LI s Proved
Ares {acl
lmparvi0,41
Arnaalx)
Tor
Area{ac1
W4pn1e0
C,
101d
IN-ky
25Yr
Vn dy
T.O.G
{min)
O,o
TctsS
Gas
(01s)
p
Dam.
Lm7
Lagdt
MapedN 0I
T.UP
G+as Elev
{h)
SevcSire
DePIh IR}
Inwn
t111
Down
Irtvert
M)
510pe
tllrtey
Fue Flow
G4pacrry
Ic1A)
pereera FuL
{%1
25 Yew
-7.00
11164 ;
At
145
064
209
0.53Y
5.09
I S
7.881
902
48
I KUPE I 95
3458.00
7.0
345099
343000
0.010
7751%
,5
,4.701
^0007
D_4
1-09
031
1140
046
7.00
B.0
5-4)
is
IiDPE li0
3481 y0
34B 1 50
4.3r
5.0
3457.00
3-58 505E
345860
20
931
58.58%
8.2
022
a t 5
0.37
0.50
7.0E
8.09
S
B 11
7.23
19
HOPE I 33
0 009
10.87
86 53%
J
}
C-1
046
0.14
0 62
048
7 06
6 D9
5
2.11
242
18
HDPE 22
3451 50
3-0
13459 j0
3438 30
D 9D9
19.8T
22 21%
_
-
_
_
..
_------
-
�r..�..
-n
-
p.t
0.20
0.1E
0.38
O 61
7DB
B D9i
s
7 88
9.01
24
HDPE I 46
34.17 90
3 D
344+ 90
1{44.60
0 007
1981.
+5.41%
0-2
0 08
0.13
0 2 t
071
7.05
H U9
I 5
8.92
1 a 22
24
HOP£ I 3
34 5.60
52
3440 43
3440,00
0 010
2456
4 t 61 %
�D38
-
,�
war
-
a->
T -.. -
._-'v
K-
x134flO
- ..' -
. 1 _
.-°.L
^.733.iS]'
� -
E-1
102
140
051
7-U
B.00
1 5
5G5
5.79
ld
HDPE I 67
3463.50
3.0
50
]+3500
0.063
2067.
20-19%
_ sfi
- -
F-4
1t5
052
i87
0:C4c.�'4reo...'
64>h1
706
b.OB
5
6.31
7.23
t5
HOPE I 92
346000
1J
3458741
N57.73
0.011
7.36
98.30%
f
'FiOPE�k
n20
�12-19
�1
029
024
0.53
O63
TOB
8.09
5
2.311
2.89
18
35
3481.50
34795D
3479.10
0.O 11
22.05%
G.2
'SEE SHEETS
0.29
C7.3 8 C7
0 24
4 FOR DRAINAGE
C.53
AREA
0 63
DELINEATIONS
7 DB
B 09
5
7 35
! 2.5A
18
HOPE 42
1452.00
33
3478.50
3478.00
0.012
12.M
21 82%
I STORM PIPE EROSION COM ROL MOTES
ALL PIPE ENT SHALL BE EQUIPPED "TTH MxT PROT ECTION AND ALL PIPE OUTLETS SHALL BE EQUIPPED VWTK RIP -FLAP PLUNGE POOLS.
SLACK AND GRAVEL INLET PROTECTION SHALL BE USED ON ALL OOCH ISLETS WHEN THE DRAINAGE AREA IS LESS THAN I ACRE
ROCK PIPE INLET PROTECTION SHALL BE USED ON ALL FLARED END SECTION INLETS, HEADWALLS. AND INLETS MOEN DRAIMIGE AREA IS LESS THAN 8 ACRES.
l
INFRASTRUCTURE CONTRACTOR IS RESPONSIBLE
C J>.5.1 f r ,r r rlr I �1 FOR THE CONSTRUCTION OF COMPONENTS
/#6/' f f I i1 I I RELATED TO INFRASTRUCTURE DEVELOPMENT
ONLY. RESIDENTIAL CONTRACTOR IS
RESPONSIBLE FOR COMPONENTS RELATED TO
r I r I r l \I r RESIDENTIAL CONSTRUCTION.
]ITCH 2O2fi �__��
{ PROTECTION OF EXISTING TREES AND
VEGETATION IS CRITICAL TO QUALITY
., xa� 041 STORMWATER MANAGEMENT. ALL CLEARING
� AREAS AND TREES TO BE REMOVED SHALL BE
CASHIERS APPROVED BY ENGINEER AND LANDSCAPE
LAKE ARCHITECT PRIOR TO DISTURBANCE
I
`1y L
yy f J a PROXIMATE MEAN
y NCH WATER
y 1 ELEVATION = 3470.0
11� I
I I III. 1 ) OLFFPARCEL
yr L I CANOE CLUB PROPERTY
OWNERS ASSOCIATION
MHLINE- SEE SHEET C7.1
W.=:::- E
;�[N7-
S
*COMMON OPEN SPACE AREAS SHALL REMAIN
VEGETATED AND PROTECTED
*A PERMANENT RECORDED VEGETATED BUFFER
30' BUFFER WILL BE PROVIDED ALONG ALL
JURISDICTIONAL WATERS ON THE SITE
GENERAL NOTES:
1. FIELD SORVEY PROVIDED BY SYLVESTER k CO.
2. TOPOGRAPHICAL DATA IS BASED ON 2007 NCOOT UDAR DATA.
3. SEE SHEET C7.2 FOR STORM WATER PIPE CALCULATIONS.
4. THE PROJECT BOUNDARIES EXTEND TO THE PROPERTY
BOUNDARY.
5. SEc SHEET C7.3 THRU C7.4 FOR DRAINAGE' AREA DELINEATION.
5. tTElA5 SHOWN ON EROSION CONTROL PLAN SHEETS C3.1-C3.4
ARE IN COMJLINCTQN WITH ITEMS SHOWN ON SWIM PLAN SHEETS
C7A-C7.4. ITEMS SUCH AS EARN! CHECK DAMS MAY BE DUPUCA
ON BOTH PLANS BUT ARE TO ONLY BE INSTALLED ONCE
NOTES FOR STORMWATER:
i. THE CANOE CLUB DEVELOPMENT STORMWATER RUNOFF
DISCHARGES TO OUTSTANDING RESOURCE WATERS
-
2. ALL SHALES AND STORMWATER PIPES ARE LOCATED WITHIN A
PROPOSED DRAINAGE EASEMENT.
3. ALL VEGETATED SWALE SIDE SLOPES SHALL NOT EXCEED 3:1.
4. ALL VEGETATED SHALES SHALL BE LINED WITH NORTH AMERICAI
GREEN C350 TURF REINFORCEMENT MATTING, OR APPROVED EOUAL
AND SHALL BE SEEDED WITH A GRASS LEGUME MIXTURE
IMMEDIATELY FOLLOWING FINAL ROADWAY GRADING,
5. FINISH FLOOR ELEVATIONS HAVE NOT BEEN DETERMINED AT THI'
TIME.
6. ALL OISTURBANCES TO NCDCT ROADWAYS SHALL BE SUBJECT T
INSPECTIONS BY THE NCDOT AND SHALL REPAIRED TO THE CURREI
STANDARDS AND SPECOCATIBNS OF THE NCDOT.
STORMWATER MANAGEMENT LEGEND
- D(LSDNG 10'CWOUR
----------- EXISTING].' CONTOUR
PROPOSED W CONTOUR
PROPOSED Z CONTOUR
i -... UPUTIDRANAGE, AND ACCESS
3T EASEMENT
- STREAM CENTERUNE
---- LAKE k RIVER BOUNDARY
PROPERTY BOUNDARY
STORM DRAW
- - - - - - - - - - DRAINAGE EASEMENT
PROPOSED SANITARY SEYVER
AT VEGETATNE BUFFER FROM
ALL SURFACE WATERS
LOT LINES
I WETLANDS AREAS
EX DAM ACCESS AND REPAIR EASEMENT
RAW GARDEN (RG) - (9ZE VARIES)
( 13 DrrCk41NLET (DI)
1 m FLARED END SECTION IF ES.)
® PLUNGE POOL
PERMANENT CHECK DAM
O SIGNIHG4NTTREE
MI STORM DRA04 ID
COS #F 1 O COMMON OPEN SPACE NUMBER
/1L3 1 LOT INUMUR
I \r- DRAINAGE AREA POINT OF INTEREST
GRAPHIC SCALE
{ IN FEET )
L i-b a 50 fL
z
O
11
z
O
Y
u
N
z
0
N rJ
u 0
0
cV
Z
g
r
M� LEI
JCL g Q
U Z
0
m p%
W O U I.-
0
Q m W
U 4A O
N Y K
Nm �§ N

.pr
I

i I �r
!
f` I! 1 1 !
{ i t I ! l 1 ELD LOCATED 1 I O! 0 1
TREE (TYP.} I I M:_ 1\ f r
r ! t o 66' '
J r f1 PROTECT EXISTING
! 1 I 1 if f SIGNIFICANT TREE (TYP.)
fI Ir / ! ! ! + r • // /, r � _ _ Y , �'�/ !/Ip;/f�q - o I } ��� i 1
f I r Al
+• r ! DELINEATED f
WETLANDS (T.P.) \ /'Irf
TOTAL CONTRIBUTING DRAINAGE +♦ I y \ \ ' / /iT 1 1 ! I
/ AREA EAST TRIBUTARY
/ TOTAL CONTRIBUTING
/ 1 AREA 'NEST TRIBUTARY = 30.15 AC.
RAIN_GARDEN_RG3D'
' / r STORAGE VOLUME 580 CF
/ BOTTOM FLEv.
i ` •ems
.I/D f
1 •~
II Ir *SEE SHEET C7,2 FOR STORM DRAIN INFRASTRUCTURE CONTRACTOR IS RESPONSIBLE
CALCULATIONS FOR THE CONSTRUCTION OF COMPONENTS
RELATED TO INFRASTRUCTURE DEVELOPMENT /
yyy 1 RAIN GARDEN "RG-E' \ \ \ y5 yt t } ONLY. RESIDENTIAL CONTRACTOR IS /rr
1 } ST�tAGE VOLUME 316 CF \ y y r
BOrraM ELEv. s46z.sf naUONAL TREE CLEARING RESPONSIBLE FOR COMPONENTS RELATED TO r `
I C.O.S. 1 1 y A11:f.1_ NOT BE ALLOWED ,
- ` I I DLI r1i '1 1 ! 1T #9 y }' T 1 ANo�1?�ESwTRRcnorlsOVENANTs RESIDENTIAL CONSTRUCTION. rr
DA =!I 1.10 Ac. 4 4 1 y 1 \ * PROTECTION OF EXISTING TREES AND
VEGETATION IS CRITICAL TO QUALITY
1 y 51' STORMWATER MANAGEMENT. ALL CLEARING
y
AREAS AND TREES TO BE REMOVED SHALL BE
APPROVED BY ENGINEER AND LANDSCAPE
o 1 h \ l 1 I CASHIERS LAKE
\ \ \ � q,-, I I ARCHITECT PRIOR TO DISTURBANCE.
*COMMON OPEN SPACE AREAS SHALL REMAIN
VEGETATED AND PROTECTED
t I C f ! f ! \ t \ I \ II yl EnsTINc THE *A PERMANENT RECORDED VEGETATED �UFFER
DINE (TYP') 30' BUFFER WILL BE PROVIDED ALONG I1
! 1 PERMANENT \ \\\I \ \ y ' , — — JURISDICTIONAL WATERS ON THE SITE
$ I I { I ! CHECK DAM (TYP) \.) _ \\ t I 1 \
TOTAL CONTRIBUTING DRAINAGE
W,THIN LIMIT OF DISTURBANCE I \\ ;y \III\\ �'� \\ 1 AREA TO SPILLWAY = 672 AC. / / /
- I_ � MMENEVER POSS3BLE (TYP.) SEE NOTE 6 � \ \ / 1 r ! ?
• �, f� I ! I 5 l y 1 1 1 l y , , � i } i$ t 1 1 \, � i�-+' -- // r' ! j r I I
1 i RAW-GARfSFN�'RC _H' t I 4 -�T.•_ r' Pr,(,
GE VOLUME 211 C�'! f I yBOTTOM ELEV. 3460.St \1 1 I ! 1 1 I '�','<. `. r I I II 54
\`D. B- hC - ( ! 4
T-,
7 D0-62/+,c/ / �/ rRAsN=GARDENaSTORAGE VOLUME
BOTTOM ELEV. 3460.5t
STORMWATER INFILTRATION/ / r / / r / \ ' 1 -��� _ - GENERAL NOTES:
RETENTION PROVIDED IN VEGETATED//r/� l ` 1. FIELD SURVEY PROVIDED BY SYLVESTER do CO.
;?" i«c n -" - • r =f' T \ SWALES BY EARTH CE+.£CK GAMS / / / r / "` ` / { I ! ! 1 _!- I~ - 2. TOPOGRAPHICAL DATA IS BASED ON 2007 NCOOT LOAR DATA.
3. SEE SHEET C7.2 FOR STORM WATER PIPE CALCULATIONS.
4. THE PROJECT BOUNDARIES EXTEND TO THE PROPERTY
BOUNDARY.
t \ ��- �- / / / !/ q _ _ \I\ ♦• I I I 1 I / y� / �I 5. SEE SHEET C7.3 THRUI C7.4 FOR DRAINAGE AREA DELINEATION.
1 6. ITEMS SHOWN ON EROSION CONTROL PLAN SHEETS C3.1-C3.A
"' A. �• \ - /// ! / ,� \ r! I I I 11ge' 1 ✓ / I I I 1 ARE IN CONJJNCTION WITH ITEMS SHOWN ON SWM PLAN SHEETS
/ AC. \ 1 1 \ �'r"'-° ! /, ♦ / /I �y I I C7.1-C7.4, ITE1u5 SUCH AS EARTH CHECK DAMS MAY BE DUPLICATE
/ 1 1 ` �?y _ •^ r ' ! ! - ` / 1 1 1 ! I' I rl I I ON BOTH PLANS BVT ARE TO ONLY BE INSTALLED ONCE.
4 I NOTES FOR STORMWATER:
/ 4 \� - f^�5 •/ r1 ! �:.j°G"`TM / , / 1 I` I I ! 1. THE CANOE CLUB DEVELOPMENT STORMWAT£R RUNOFF
DISCHARGES TO OUTSTANDkNG RESOURCE WATERS.
y 2. ALL SWALES AND STORMWATER PIPES ARE LOCATED WITHIN A
44 �' S / wj // -�.rki / r �,z /\ t • I y I PROPOSED DRAINAGE EASEMENT.
ti,y / ' „- v - _ _ �. ! ��. ♦ I'� i 3. ALL VEGETATED SSYAL E S!DE SLOPES SHALL NOT EXCEED 3: 1.
1 4 , / ♦ _ / ,�7/ ,;r -��— i / �'' r C.O.S. \ I 4. ALL VEGETATED SWALES SHALL BE LINED WITH NORM AMERICAN
GREEN C350 TURF REINFORCEMENT MATTING, OR APPRDVTS3 EQUAL,
$TORMWATER INFILTRATION/ // / /�'r '�1 i' #IQ f I AND SHALL BE SEEDED WITH A GRASS LEGUME MIXTURE
DETENTION IN VEGETATED SWALES I zr,� F , _^/ ,/ f r ' % // =y„ ` _` I I IMMEDIATELY FOLLOWING FINAL ROADWAY GRADING.
5. FINISH FLOOR ELEVATIONS HAVE NOT BEEN DETERMINED AT THIS
J r r d 1 TIME.
\ 1 RAIN :GARDEN_R�A' - Y / 1 / ,/ / , �// y / �y, y` /,4' / 6. ALL DISTURBANCES TO NCOOT ROADWAYS SHALL BE SUB,£CT TO
\\ STORAGE VOLUME 711 CF - • r- I l I+ ? .. / 1NSPECTIONS BY THE NCDOT AND SHALL REPAIRED TO THE CURRENT
6OTTOM ELEV. 3457.0t ; - .' r / / / ' ` +' / 7 I ,./!, r ! STANDARDS AND SPECIFICATIONS OF T#IE NCDOT.
K / / 1 _
'\ i r � \ /! r 7. TREE CANOPY SHOWN I$ INTENDED TO REPRESENT THE MINtiIUM
� - 14+ ! `! /// "•""� / / / I;'I / TREES PROTECTED IN PLACE. IT IS ANTICIPATED THAT ADDITIONAL
1 - �' `
FT.
TREES WITHIN THE AREA OF DISTURBANCE WILL 9E INDIVIDUALLY
/! 1 ! 1 II ! r- Yrr r% PROTECTED PER THE TREE PROTECTION SPECIFICATIONS.
\ \ \ .0 = 4.53`l- /' _ I 11 r - /r r , 8. SEE SHEET C7.2 FOR DRAINAGE AREA CALCULA DNS.
'�. �\ PROTECT EXISTING `� 1 I , ram" /r�
STORMWATER MANAGEMENT LEGEND
- - \ \ \ \` \ r / \ \ t \'!'+` \. ` r • % r r/ '/ / / / / ' — -- — — — EXISTING I Cr CONTOUR
t DISCONNECTED IMPERN W \ \ r ! / / / / _ _ - _ - - _ - _ _ EXISRNG T CONTOUR
PROPOSED IRE f r zx Y SURFACE (TYP.) ��'. \ I / f ! ! / PROPOSED IO' CONTOUR
LINE (TYP.) Jr }, �`. \ \ I I I ! + I PROPOSED TCONTOUR
I I I I I — — —-30rUTILITY.OWNAGE,ANUAC=
/ L
rr♦\ \ \ \\ /' / /I/11�/�' !' \-. \\ 1 4 ! I I ! ! — .. — .. EASEMENT
STREAM CFNTBlUNE
LAKE A RIVER BOUNDARY
PROPERTY BOUNOARY
\ /yx ^ / .' 'r��l///'/r ' i - \ ^ / T ^ '`�• ! I + 1 f +!- - - - - - - - -
GEll 1 -NAGEEASEMENT
[3EI
T_MN
TAVE BUFFER 10' VEGEATIVE BUFFER FROM
I 1 / z l I ' • %' / // i L1 1 f r I 1 I I ! I _ _ - _ _ - _ - - _ ALL SURFACE WATERS
J ,- - ♦\♦� \ ...��i,;.'r �� �- �n��\� i ilI i -i6T ' I ii -� i'�". ' �9&" - �� ,/ _�f'
r �11� //./~� \`. � �`\♦ ��= � �i,/fr rr r � � ~~ ♦ \ 1 I t J II I y .5 y L I I '\ / �S; � 1/ / �� .� i �� % -c.. / �Jy�
TOTAL CONTRIBUTING DRAINAGE r /l - AISCONNECTED FLOW PATH (TYP.) 1 ! `lit 1 1\,•y /+ F j JJ /It �� ,A� f
AREA EXITING SITE s ±838 AC. ! ,r
'Rr//W
~`'//'/ '�-�� ` ---rl '!/ I !/ f!^``\yy1151t511\jl'III \ \I �t1\\ S\Itlty 1}I II I t I �\ - ' r/ /!I/n///I��~'•l' 4� /�--- l%'ir� ///lam �! //
/ `�� `f-J I I `1 l ♦ \\1`''\�,\ t I � .t \\11,\1� \ � 1 ��/ /'//� / / t/'r= _ - Yam_ `r';r r. �
HA3T000ARIVER I^,''
EXISRNG WETLANDS (TYP.)
Z g
` �
3
❑ 1K ❑ ❑
s
z
Z
7
O
Z
[V
i
O
O
Q
zU
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Z
U
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CL
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a
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fY
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o
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U(As
y
♦ /� r' ,�� _ ~----� / -� ^=� ,`�� :..� — y� 41 I j I i I i I / I `. GRAPHIC SCALE
IN ru
k
T m
3!z'@ z
ITU �u
�O
oaoua�s: N

V,

ERMANENT CHECK DAM (TYP.)
\
1 r I I r \ \ \ \♦ � � �' �
f 1 7 r i � \ \\ \\ \ �f�'• � Y r
r ,1
\ l a
I I \\ \ PROTECT EXIS
t 4 \4 \ \\ SIGNIFICANT TREES •\ I-:•S:\.
ERL
} \I WETLANDS
1 4 I I STORMWATER INFILTRATION/
RON IN VE
it I I I 1 iOFTEN GETATED SWALES
3 } I I I'RAIN GARDEN 'RG-G
I I I I I 5TORAGE'VOLUME'406 CF \
BOTTOM ELEV. 3480.5} ♦
,
/ a
! ♦\ \\ \ \, , DISCONNECTED IMPERVIOUS /'. ♦ !� ` �:
\ \ l 1 } l SURFACE (TYP.) ♦• !
i� \} yl 'y & `\ ,\ \ ; � \ It I � r\\1 \ \ •I
,4 \ TOTAL CONTRIBUTING, DRAINAGE
41 y \\ \ AREA ENTERING SITE - 23.31 AC.' 1 lf. w
1 I} 4 \\ \ \ 1 1 FLOW PAT( (TIP.) �� \ �` / ♦ r.
I \'
! JI \ \ \I \tl \ 1 1\ 1\ 11 Ih \rq niv \ `� - \ ♦ \
- -- - _ / / / /I P \♦ lI I i J/ !/r '\ \ .I I f1\ \\ `$ 1ro
_ l 4
--��- -_
^ DELINEATED --- -- f C.O.S. I 1 r ir11f I - I� ; S• 4 T \�
TREAM (TYP.)
\` \♦\�♦�� \�.`�\ IVY l' �� NDSSLO YETLANII I 1I j •� '/BEIMFACTD \
♦ ♦ �`'�� t I t 11115 �h \
\ \ \ \ \ \ \ \ \ \ , \ \ \ \ \ \ _ ! 1 It r n
If
y , \ \\ \• I f I I ! � } i I 115 V\1 \',\1 \ I♦!_ti'\ \` � ♦\ � _ + ! r 1 ``-. :hV '`'fn ,y
? II I II I i r } I I \I I\\ I\ ♦� \\\\\\OU\rPARCEL
\' f ; rr !r If r'r
vv v v bUGGER� I
/ / / TOTAL CONTRIBUTING DRAINAGE 4 I I }11 j� I I I 4 I I ff
/ AREA ENTERING SITE = 22.80 AC. } I I E I I 1 j Y� 7 I -
f. / Ir I I i } i II ,1 t II 4 1 II ', ;y Iy-1i r` 1 If
�\ i y, 1 �/l I 1
If _:..
If
�
O.S./T f
!J / i Ir Il #10 I J a__rI _F1u
MATC�HUftiE SEE SHE 73
1 1 i I. ; I rl I i i 1 1 1 �-� 5 f ! I A• i/ �� 1
Ir
JF I,' x�• r J , , , j-T�-- ,'
.o • r , ! !! I; rrl'! 1 frI
IWI
PERMANENT CHECK DAMS _ / ' ! / ! 1 1 ! J ! If !! 1 r
IqJ (TYP.) SEE DETAIL -
` \ - Y PROPOSED CANOPY f .
Xi r BOUNDARY (TYP) / /C.O•S/ / I ! ! , r ly I
1 RUNOFF INFILTRATES
ALONG FLOW PATH (TYP)
I It
/ / L _ r-7- _ _ f 1' j EXISTING CASHIERS LAKE
OUTPARCEj I f I
EWTON I
J \ \#5 C.O.S. 1
PROPOSED TR
LINE (TYP.) /
II 1 #2 1 .' 7w2
\ 1 1 #3;. r C.O.Si F1
RAINSCARDEN-KU-E'
STORAGE VdV_MF 525 CF
BOTTOM ELEV_ 3460t,
k T D.I. F- I f } C
�C ^ 0.§'
it
/
yam`' � � h s�\SSiiii I 11
CLUB PROPERTY
lS ASSOCIATION
\y ;4 MATCHLINE SEE SHEET C7.3
1
INFRASTRUCTURE CONTRACTOR IS RESPONSIBLE
FOR THE CONSTRUCTION OF COMPONENTS
RELATED TO INFRASTRUCTURE DEVELOPMENT
ONLY. RESIDENTIAL CONTRACTOR IS
RESPONSIBLE FOR COMPONENTS RELATED TO
RESIDENTIAL CONSTRUCTION.
*PROTECTION OF EXISTING TREES AND
VEGETATION IS CRITICAL TO QUALITY
STORMWATER MANAGEMENT. ALL CLEARING
AREAS AND TREES TO BE REMOVED SHALL BE
APPROVED BY ENGINEER AND LANDSCAPE
ARCHITECT PRIOR TO DISTURBANCE.
*COMMON OPEN SPACE AREAS SHALL REMAIN
VEGETATED AND PROTECTED
*A PERMANENT RECORDED VEGETATED BUFFER
3Y BUFFER WILL BE PROVIDED ALONG ALL
JURISDICTIONAL WATERS ON THE SITE
*SEE SHEET C7.2 FOR STORM DRAIN
CALCULATIONS
GENERAL NOTES:
I. FIELD SURVEY PROVIDED BY SYLVESTER & CO.
2. TOPOGRAPHICAL DATA IS BASED ON 2007 NCDOT LIDAR DATA.
3, SEE SHEET C7.2 FOR STORM WATER PIPE CALCULATICNS.
4. THE PROJECT BOUNCARIES EXTEND TO THE PROPERTY
BOUNDARY.
S. SEE SHEET C7.3 THRU C7.4 FOR DRAINAGE AREA DEUNEATION.
6. ITEMS SHOW% ON EROSION CONTROL PLAN SHEETS C3.1-0.4
ARE IN CONJUNCTION WITH ITEMS SHOWN ON SWIJ PLAN SHEETS
C7.1-C7.4. ITEMS SUCH AS EARTH CHECK DAMS MAY BE DUPLICATE
ON BOTH PLANS BUT ARE TO ONLY BE INSTALLED ONCE.
tQTFS FOR STORMWATER:
1. THE CANOE RUB DEVELOPMENT STORMWATER RUNOFF
DISCHARGES TO OUTSTANDING RESOURCE WATERS.
2. ALL SWALES AND STORMWATER PIPES ARE 0CATED SNTHIN A
PROPOSED DRAINAGE EASEMENT.
3. ALL VEGETATED SWALE SIDE SLOPES SHALL NOT EXCEED 3:I.
4. ALL VEGETATED SWALES SHALL BE LINED WITH NORTH AMERICAN
GREEN C350 TURF REINFORCEMENT MATING, OR APPROVED EQUAL.
AND SHALL BE SEEDED WITH A GRASS LEGUME MIXTURE
IMMEDIATELY FOLLOWING FINAL ROADWAY GRADING.
5. F1NiSH FLOOR ELEVATIONS HAVE NOT BEEN DETERMINED AT THIS
THE
6, ALL DISTURBANCES TO NCOOT ROADWAYS SHALL BE SUBJECT TO
INSPECTIONS BY THE NCDOT AND SHALL REPAIRED TO THE CURRENT
STANDARDS AND SPEr.IFICAIONS OF THE NCOOT,
7. TREE CANOPY SHOWN IS INTENDED TO REPRESENT THE MINIMUM
TREES PROTECTED IN PLACE. IT IS ANTICIPATED THAT ADDITIONAL
TREES WITHIN THE AREA OF DISTURBANCE WILL BE INDIIADUALLY
PROTECTED PER THE TREE PROTECTION SPECIFICATIONS.
B. SEE SHEET C7.2 FOR DRAINAGE AREA CALCULATIONS.
STORMWATER MANAGEMENT LEGEND
— — — — — EXISTING IB'CONTOUR
_ - _ _ _ _ _ _ _ - EXISTING 2' CONTOUR
PRCPOSED tTM CONTOUR
PROPOSED T CONTOUR
_ 3Y UTILITY. DRAINAGE, AND ACCESS
EASEMENT
-- STREAM CENTERLINE
---- -..— LAKE& RTVEA BOE.PID►AY
PROPERTY BOUNDARY
STORM DRAW
_ _ _ _ _ _ _ _ DRAINAGE EASEMENT
— �+ — -- PROPOSED SANITARY SEWER
µ ,� w ,� w �• 3V VEGETATIVE BUFFER FROM
ALL SURFACE WATERS
LOT LINES
WETLANDS AREAS
EJL DAM ACCESS AND REPAIR EASEMENT
� VARIES)
DEN (RGI
13 DITCH INLIT (DJ.)
FLARED END SECTION (F.ES.)
PLUNGE POOL
PERMANENT CHECK DAM
SIGMP3CANT TREE
A-t STORM DRAIN ID
COS # 10 COMMON OPEN SPACE NUMBER
131 --
PROPOSED TREE CANOPY
DRAINAGE AREA BOUNDARY
PROPOSED CONNECTED
IMPERVIOUS SURFACE
PROPOSED DISCONNECTED
1MPERV%XJSSURFACE
Sor STORMWATER FLORA' PATH
WIAPPROXSMATE LENGTH
O FXMING SIGIS64CANT TREE
GRAPHIC SCA[Z
f0 2! 6! MO
( IH FEET 1
l tL
Mu 6
aCaub�ff � U

GENERAL NOTES:
�HOULDER
H[GH RIP RAP 9FRM FAC£C
4 BRFAJc W fH GH#57 WASHED RAP BE Lt E+TENSION OF FABRIC AND ORE
INTO TINE TRENCH
1. VEGETATED SW'AL.E SHALL BE LINED WITH NORTH AMERICAN
GREEN C350 MATTING OR APPROVED EQUAL AND SHALL HAVE
�
I
I y 28FT LETH�TH
_
9
-
PLASTIC OR WIFE TIES
f CHECK CAMS PLACED AT THE INTERVAL SPECIFIED IN THE
1.33 LB/LF
F:LTER FABRIC rSTEEL
DETAIL.
ALL `Ri AND OTHER OBSTRUCTIONS
1 1.5:1
1. EES. SHRUBS. STAMPS
MAXIMUM SLOPE LENGTH AND POST
P/LRY S OPE FOR %V111CH SEDIMENT �"
SHALL BE REMOVED FROM THE PRO; O ED S'A'ALE LOCATION.
JE 3. ALL 5lEGETA iEJ SHALES SHALL BE PLANTED WITH Tt1E CRASS
jIlII
• _
PRONDE SILT TENCH BREAKS 20G _
FEET 0= FENCING OR AT L:LW POIN`S. FENCE IS APPLICABLE _
1 AS SDLCIFIED IN THE SEED MIX IMMEDIATELY FOLLOWNG
!
^, <'-_ ;
TIRE
SLOPE VAX I � )��� I24"
SLOLENGTH {!t.} AREA s At. u T
PE
SEE NOTES SPACING c29. 7DO 10,000Sf
2 TO 5� 75 7,500
5 ;0 107G 5.000
f ROADWAY GRADING.
{ 4. V.LL SICE TLCPES ABE A MAXMUM OF 3�i_
-
\ '
1 ° -O-
\\�\
I
C L DITCH FL
i I
V1
y�
s
3
i F
50
10 TO 207 15 2,500
II 18.-24- >10% 15 1. too I
7E=MANENT CHECK GAM. SEE PLAN
{ r
`� v AHU DETAIL FOR PLACEMENF
'^ / f
� m
j
` y. '
�
ROADSIDE SHOULDER
m >�3
u S i
z
GENERAE. NOTES:
- 1. DRAINAGE AREA SHALL BE LESS T-4AN 1/4 ACRE PER 100 FEET CF
CLASS 1 RIP RAP
PLAN
�
I
COMPACT[ D FILL FE1:CE.
µp7'SILL III _ �I-I}i���-��-
2'� la ll�Il�
6- 1.0'
2. DEPTH OF WATER BEHIND FENCE SHALL NOT EXCEED 1.5 FEET.
3. FOR REINFORCEMENT OF FABRIC, USE 14 CAUGE MESH 'MTH 6'
SPED:ICATIONS FOR SEDIMENT FENCE FABRIC &FACING,
4. CONSTRUCT FENCE FROM A CON iIN0005 ROLL JOINTS SHALL
PHYSICAL PR:JPER IY RECUIkE!JENTS OVERLAP BY 4' MINIMUM.
FILTERING EFFICIENCY 85% (MIN) S. 00 NOT ATTACH FABRIC TO EXISTING TREES-
! ,�i�ll�- - d Fl I I Mi
ILL�---4-
I -11 �II i1' hl-III=� fl'! �--11�1�='
I °III-1I - III I -11 ! I_ L_IIJ Ij-11�
-1 il� iI,J II i . II "I -
IL� j���LLL LL1I-�'�1
it III_ IIII I� 11 III-"'--h,
q5 WASHED STONE rCLASS 1 RIP HAP
Io
1
F yy: h -
1
E
V
V '# '#
6. INSPECT FENCES WEEKLY AND AFTER RAINFALL EVENTS. R£PFIRSFI
ILNSILE SIRENGTH AT STANDARD STRENGTH- SHALL BE MADE IMMEDIATELY-
\, \�\
20n (MA() ELONGATION 30 LS/LIN INCH (MIN) 7. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO ENSURE ADEQUATE
STORAGE VOLUMES.
NORTH AMERICAN GREEN
C350 !BATTING
1�
/�✓�/ �I � /�,
�r
❑��
EXTRA STRENGTH- 50 R. F: MAXIMUM SPACING ON PD5T5 HIFEEN USING STANDARD STRENGTH
LB/L3N IN (Mlhl) FABRIC WITH WIRE MESH. 5' MAXIMUM SPACING ON POSTS 'TMEN USING
GRASS LEGUME MIXTURE
FILTER FABRIC
\ \'\��}.�
//\% /,/i ;\
(,
,SLURRY FLOW RATE 0.3 GAL/SC FT/MIN (MIN) E TRA STRENGTH FABRIC WITHOUT 'MR! MESH.
� CROSS SEC T;ON
.S'.I. Rp1f,
I SILT FENCE
2 VEGETATED SWALE
3 TYPE "B" SEDIMENT TRAP
�L';1
-
114TM
D I N.T.S.
3 N.T.S.
I
DI N.T.S.
i
•`
j A-9,� I-d-
`IaPen"ingLA) mm�mum
j __ -3 /� STEEL r FCS15
~-
ROPE f0 WRE
SUPPDI'T 5 Fpowf POST ST-E iC SUPPORT 'w RC
i TO PRE'•t]FT SAGC'.NG \2i INTO 90TTp4 DR WE
_ uAx_
T-
V
FITI I
MIN. 7
I I I I
Ov
( ~ J
5• I
CPR MESH 3R %WAR. SiAttfD OR
RENC. TriED INTO BOTTOM OR SUE
I
Q
sn
FRAME AND GRATE
FAME RIND GRATE
REINFORCED
�-
I 7
BAFFLES NEED TO EC INSTALLED CORRECTLY IN
V
CONCRETE SLA \ �-
A TAIL
!AN. I
/TI �- r
CRDCR FULLYPRCVID£ THEIR BENEFITS.
- THE BAFFLE MATERIAL NEEDS 70 BE SECURED
a
ENFORCED
- •' CONCRETE SLAB
34 '. 6,
8" 2' '
T
I / v }
I SIFeL r Pt1s1s� ! ncDoi �5 a /57
I ,aM,ee .Tore
AN
AT THE BOTTOM AND SIDES USING STAPLES OR 6Y
TR£NCHIMO AS FOR SILT FENCE.
MOST OF THE SEDIMENT WILL ,ACCUMULATE IN
TFE FIRST BAY, SO THIS SHOULD BE READILY
Z
z
30 LL.
H
STAhIDAR4
STEPS 16 36"- I I
ACCESSIBL: FOR MAINTENANCE.
O
ON CENTEf�� FR M 4' TO 20' �- '-
t I
6 MIN. 1--UO'-i
•. •:
CENEiAi NOTES
I.SURROUND liE POSS WIPi AIR[[ MESH NAROwSRE CLOT-t SECBRE 'HE MIRE
MESH TO T E STEE" POSTS A: THE -OP. WOOLF AND BOMA PLACING • 2-.00T
CROSS-SFLVOIJ CIF POROUS BAFFLE IN A
= v)
••.� •�- -
FLAP OF FHE WRE MESH U1.tfH Itt OFA<L FOR Ar+CHORAJG- USE 19 GAUGE +
HAP.DwARE CLO-id NITA A 1/4 INCH MESH OPENING I!
bELKAETJT BASIrL NOTE THAT TPERE IS NO
G
U LIJ
L
T
2, USE STEEL T POSTS TCR SECURING WIRE MESH HARO%ARE CLOTH. POSTS NEED TO
BE 1.25 LB/LNEAP. FEET ST".iL MTH W AIU4 LENGTH�T Cr 5 FT. M RUM DEPTH OF
AIEIR BECAUSE THE WATER FLOWS THI
I THE BAFFLE MaTE�4 nL.
O
\
�MIN. 6' WASHED \ IN. 6' WASHED
STONE
POSTS NEED TO EE 2 FT YARL A MAA LM ",.PRONG OF 4 FEET -
3. FASrrN FARM SEDURILI.Y TO THE STAKES AND FRAME. .LINTS MUST BE }
1
BAFFLES MUST COMPLY 'MTH NOBI_. C%.Rfk;xA EROSION AND S01MENT CONTROL -L ANNING ANO
MANUAL
z
BEDDING InONE HEEDING
OVERLAPPED TO THE NEXT STAKE,
OE SIGN ARACD L STANDARDS AND SPEC1FlCATECN p e'65,
0
4, THE TOP OF THE FRAME AND FABRIC MUST BE 12' LOWER THEN THE GQOUND
ELEYATIDN DCWNELCPE FFUM THE DROP IHL7 TO PEEP RUNOr= FRp4 91'ASSING 'I
l 3 BAFFI FS SHALL BE INSTAI.LE.D IN EACH TEu.PORARY SEDMENT TRAP AFJD BASIN.
ME 94.ET. IT MAY 9E NECESSARY TO 9ULD A _- Ai ORARY UJ E ON THE DOAH
SLOPE S.DE OF f!-E SIRUCRURT. To �TNT UxPASS FLO
I IRAF
z
1 BAFFLE SURFACE AREA
35:
J
HARDWARE CLOTH &
SPIV FAr Zyx
J
N J
INLET PROTECTION
m Z g 0
5 GRAVEL
4 DITCH INLET
reference NCDENR 5td. 6.51 N.T.S.
(�SEDIM
:J o -J
D I N.T.S.
J � �
Er
U Z m Z
P
6- M4NL
-) I, 1.5 MiN,
12" .'._..'.-.-.'.- USE WYDTH ROLL OF �-- 33'
r .4- -. 6.5� WIDE MAT IN
TYPICAL DITCH
I 21 r
1 I - !
' , , <
O 1 Q
W V
N U
O
HORDES'
T
V O
FILTER FABRIC- i. PLACE STONE ON A FILTER FABRIC FOUNDATION.
KEEP CHE MAXIIAU'A HEIGHT AT 1 FT AT PrIE CENTER OF
art. J
mJ W
A THE DAM.
I
O
PLAN \4cW S. ENSU HE THAT THE MAXIMUM SPACING BETWEE"J DAMS
PLACES THE TOE OF THE UPSTREAM DAM AT THE SAME
ELEVATFON AS THE TOP OF THE DOWNSTREAM DAM.
,� -.i r h1
rT,l -: 2'-5 AH�
N - ,T ki
r {.` "'>Z - _ �-'' CRITICAL POINTS
/
!! 3A ll -
(A V LLJ
`�
-
^'
4. Sr BIL17E OVERFLOW AREAS ALONG tHE CHANNEL
CLASS B EROSION RESIST EROSION CAUSED 8Y CHECK DAMS.
CONTROL STONE� 5_ ENSURE THAT THE CHANNEL REACH ABOVE THE MOST
UPSTREAM DAM IS STABLE.
-�
A_ OVEBL.aPS AND SEARS
I - '.'.'-'- A B_. FCKO/ECTED WA I`ER MS
7
•� _ B-C SLOPE VERTICES_ECTTOVSIDE
,,',',.� / C. FLANNEL DOT
NI
P5 OR F157 2 6. INSPECT CHECK DAIAS AND CHAN14ELS FOR DAMAGE AFTER
STONES` 2� MAX. EACH RUNOFF =VENT. CORRECT ALL DA!VAGE IMMEDIATELY.
AT CENTER 7. r, SEDIMENT AS NEEDED TO PREVENT DAMAGE TO
I
PRFPARF. SOIL BFFORE nATALIING AIANKFTS. INCLUDNG ANY NECESSARY APPLICATION OF LME, FERTILIZER, ANO SEED. NOTE: WHEN USING
_
r
Q
-
CHANNEL VEGETATION. ADD STONES AS NEEDED TO
1.
CELL-O-SEED W NOT SELL) PREPARED AREA CELL-0-SLED MUST BE INSTALLED WITH PAPER SIDE DOWN-
2 TC - -may -FILTER FABRIC MAINTAII: PRO?ER DIMENSIGNS.
7. BEv"JN AT THE TOP OF THE. CMAHAI-L DY ANCHORING THE BLANKET 1N A 6' (15em) DEEP K 6' (15cm) WIDE TRENCH MMTH APPROXwATELY 12-
I. PREP ARf SOIL BEFORE INSTALLING BLANKETS. INCLUDING ANY NECESSAFY APPLICATION OF LIME. FERTILIZER. AND SEED. `ATE: WHEN USING
DO N07 SEED PRFPA.RED AREA BE IN5,ALLEO PARES
8. USE NCDOT CLASS B STONE AND LINE THE UPSTREAM
SECTION A -A SIDE CF THE DAM 'MTH NCDOT #5 OR 057 STONE.
9. L:EY THE STONE INTO THE DITCH HANKS AND EXIEND IT
(30L OF BLANKET EKTENDEED BEYOND THE UP -SLOPE PORTION C;' THE TRENCH. ANCHOR THE BLANKET VATH A P'W OOF SIAP_ES/SIAFLS
APPROXIMATELY 12" (30cm) APART IN THE BOTTOM DF T.E TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO
COMPACTED SCR AND FOLD R£MNNING 12' (A m) PORTION OF BLANY.ET BACK OVER SEED AND COMPACTED SOIL SECURE BLANKET OVER
CETMUST )MTH 550E DOXIT
CEL-O-SEED LL-o-SEED
2- ?EC4N A THE TCP OF THE SLOPE BY ANCHORING THE BLANKET IN A 5 (15-) DEEP X 6' (15cIn) 'AIDE TRENC-F 'MTH APPROXIMATELY 12'
(30cm) OF HLANKET EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRFvC1i, ANCHOR THE BLANKET W71T A RCAOF STAPLES/SfA.:ES
�
0$
BEYOND THE AUUTMCNTS A MINIMUM OF T.5 FEET TO AVOID
C04PACiM SC1-. W4T7H A ROW OF STAPLES/5TAKES SPACED APPROXIMATELY 12" (3C-) APAHI ACROSS THE WDTH OF THE BLANKET.
APPPO%IMATELY 12' (30-) APART IN THE 1307TOM OF THE TRENCH. SACItiF7LL AND CCMPACT THE TREN_H AFTER 57APLNG. APPLY SEED TO
L-TTHE DISTANCE SUCH THAT POINTS A AND 'NASHOUTS FROM OVERFLOW AROUND THE DA4,
3. ROLL CENTE'F BLANKET IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL ULANKETS Y4LL UNROLL 'MTH APFPCMATE SIDE AGAINST
i.N
COMPACTED SOLL AND FOO REMALNG r2' (13cm) 1DRTION OF DSOIL SECURE BACK CVFR SEED AND COMPACTED SSECURE BLANKET OVER
C) A
5 ARE OF EOUAL ELEVATION:
THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOiL SURFACE BY PLACING STAPLES/STAK.ES IN APPROPRIATE LOCATIONS
CCAJ-ACTED SOL MTH A ROW OF STAPEES/STAKES SPACED APPROMUATFL' 12' (.}Dun) APART ACROSS THE WIDTHOF THE BLANKET-
E �
AS SHOWN IN THE STAPLE PA71IRN GUIDE. WHEN USING OPTIONAL COT SYSTEM, STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF THE
3 POLL THE BLANKETS (A.) DOM CR (U-) HORIZONTALLY ACROSS THE SLCPE. 6L4NKETS WALL UNROLL 'MTr1 APPROPRIATE SCE AGAINST THE
A 3
CCL.:RED ROTS CORRESPCNDING TO THE APPROPRIATE 5TAPLf PATTERN_
SELL SURFACE. ALL 9LANK£TS MOST BE SECURELY FASTENED TO SOIL SURFACE 6Y PLACING STAPLES/STAKES IN APT'RC+'RIAT£ LOCATIONS AS
L
4• PLACE COKSECUTIVE BLANKETS ENO OAER END (SHINGLE STYLE) WITH A 4'-6' (tOun-t5cm) OVERLAP- USE A DOUITLC ROW Or STAPLES
SHCWK IN THE STAPLE PATTERN GUIDE. H1HEK USING OPnOh1AL DOT SYBT`-M , S7A PEES/STAKES SHOULD HE PLACED THROUGH EACH OF THE
TO THE
STAGGERED 4' (lean) APART A14D 4' (TO-) 0.1 CENTER TO SECURE BLANKETS.
5. FULL LENGTH EDGE OF B:.AwETS AT TOP OF SIDE SLOPES MUST BE ANCFORED WITH A FLOW OF SIAPLES/STAKES APPROXIMATELY 12' (30a)
MMEO DOTS CORRESPCNDING APPROPRIATF STAPLE PATTERN.
4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED MTH APPROYJMAJELY 2'-5' (5cm-12,5cm} OVERLAP DEFENDING CN BLANKET T1AE.
d c
CHECK DAM PLACEMENT
APART IN A 6' (15cm) DEEP X 6' (15cr.1) MDE TRENCH. BACKnLL AND COMPACT THE TRENCH AFTER STAPLING.
TD ENSURE PROPER SEAM ALIGNIAENT, PLACE THE EDGE OF THE OVIIJLAPPVAO BLANKET (BLANKET BEING INSTATED ON TOT') EVEN WITH THE
6. ADJACENT BLANKETS MUST BE OVERLAPPED APPROXMATELY 2'-5' (5cm-12.5cm) AND STAPLED. TO ENSURE PROPER SEAM ALIGNMFIJT, PLACE
COLORED SEAM STITCH ON THE PREVIOUSLY INSTALLED BLANKET.
THE EDGE OF THE OvERLAPP.NG BLANKET EVEN WITH THE COLORED SEAM STITCH ON THE BLANKET BEING OVERLAPPED.
5 CON%CVTNZ BLANnEES SPUCFD DOWN THE SLOPE MUST LIE PLACED END OVER LNG (SHINGILL STYLE) MATH AN AppRoxiMAtE S' (7-xm1
7. 14 HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS REGCMMENDED AT 30 TO 40 FOOT (9m-12m) INTERVALS- USE A DOUBLE
OVERLAP. STAPLE THROUGH OVERLAPPED AREA. APPPDXIMA.ELY 12' (30-) APART ACROSS ENTIRE BLANKET VADTH. •r:OTE= IN LOOSE SOIL
ROW' Oc STAPLES STAGGERED 4- (10-1, APART AND 4' (10cm) ON CENTER OVER ENTIRE WIDTH CIF THE CHANNEL
OONDInI THE USE OF STAPLE CR STAKE LENGTHS GREATER THAN 6' (15rm) MAY BE NECESSARY TO PROPERLY SECURE THE BLANKETS.
N Y 3
B. THE TERMINAL FRO OF THE BLANKETS MUST BE ANCHOREO MTH A ROW OF STA1'LLS/STAKES APPROXIMATELY 12' (30Cm) APART IN A 6'
6 SLOPES $HALL BE LINED WITH NORTH AMERICAN GREEK C125BH MAT71NC OR APPROVED EQUAL
YFr $ a
7 TEMPORARY CHECK DAM
DEEP- X 6- (ibrn WOE TRENCH. BACKF:LL AND CCMPACT THF. TREnCH AFTER STAPLING
9. DITCH SHALL BE LINED WITH NOR H AMERICAN GREEN C350 MATING OR APPROVED EQUAL.
9 EROSION CONTROL FABRIC ON SLOPES
m..m
19.0 _
DI "T'S'
r8� EROSION CONTROL FABRIC IN DITCHES
Dl N.A.G. C125BN OR APPROVED EQUALN .S.
m�YYs ��
N.T.S.
D I N.A.G. C350 OR APPROVED EQUAL
GOQ VOI`�,i XC)

CANOE: CLUB
SEEDING SPECIFICATIONS
SV VITALS,
A PPODLPCI DATA: SUBV,, WANLFACTURER'S PPOWCT DATA AND IhSTAUkTTJN ASTRJCT,CNS INCLUDE PED'JREO SUaSTRATL PRE-APAIION, uV OF MATEPIALS. AND
+ ICAIiDN NA SF.
B GiCs+oWC SOIL FLRTFUTY ANALYSS AND PECCUAICHDA•PONS
DEUWRV, STOFACE. AND I•ANDUNL. PFCDKv DA'A ADMTT uANL"ea.,TUlER'S -ROEI :' DATA AN'D Pt51A11ATIGN INSTRUCT ONS ArG L'GF RECVWE C11MS!RAIE
PREPAR ADON, LIST C MAIEPIALS. AND APP%ICATIQ+ RATE.
N ATEIAALS
A Al"ED SUSTa 8,E SLCPE SEED. SLOPEMASIER BY PE:+ -TON SEEP, IN[ MN TPE FOU0wING C:ARACTERISTICS.
I. MATERIAL. PERMANENT AND TupORARY EF£D VARRTIES
2. V'NMUV: 5� DURANA "P" 1 CLOVER.
f 1ICR7 1,ATERTAA. LESS TMAN li
a DIREP CROP SEED. LESS MAN .51
1 NEED SEED: LESS THAN M
A CDAIPAG 1NCCIA.'EO -TN GERNAI SEED TRFATMENT ;P,H7CtOTE AL -D APRON Ali) AMO u1C0 ADVANTAGE COMM
P AOAA:']F� 251E SFATAC 9AO5.
B. O:RCR SEED AS SPEWED
G Spy AMENDMENTS / FFRhJ7FR AS SKCQICD PER. 7,,E AGa�IWAC 5011 FERTAIlt INA_ 3S AND PECPNUWOATIQTy
SIRISTPATE P-,F..I. SJF ACE WATER CONTROL uEaA'ArS TC BE FNSTAUfO ACCCn C TD PLAM. COMPLETE GRADING BEFCR£ PREPARNG SEEDOF0,
AREAS TO BE SEEDED SRML RF RHPPE ANTI SPREAD ON -TABLE ICPSOIL L-DEEP W SLUF'ES 2:1 RF FLATIEP, TOTAL SEEBEUB +PEPaHLC GH]'IH S.AU BL ."
TO 6-DEEP, C SOUS APE COMPACTED DUPM:G Gw A'JNU LOO5Eh 10 A GEFTI. OF 6• TO 8
LOOSE ROCAS, FDOT5 ALO JMEP OHSTFUCT'•ChS S+ALL BE FEMCKO FPOM '1fE su AACL 10 PPEKwT NIERFEPSNCE ATR F51ABUSHMENT AND PATNLCRANCE OF THE
VEGEIATXIN.
APPLY SQL AME.4 ENT5 AND FEPTAIZER ACCCPORD iC- AITFCN^JI1C SOIL FEPT41TY ANALYSIS A10 'ECOuMENOAITONS.
R a*DN siz:'BEO SURFACE PRIOR TG AN,ERAroN. CFiA E OF PjPROw SLOPES 'TEEKP TI AN 3.1.
NSf a(LAT1Q1- mS1ALl $EEC PERMW,IACIREP5 GIIRRENi ??NTLD a.STA_LATA]H 'RSTRUCDb15 RiEOIIENl EIGHTIRRh:AIf ]N wlTi NEED TO BE APF'E[D f0 SEEDEDAREAS A Flo RAI•wtA PAIN E:CNTS .HAY£ OOAIRPED im Hl : eLAS BY SG'. ',- AFTER SEEM QFaeNATIM HAS 01-tWRCU AND PLANTS ARE M$ LE TPC FREOUGNC+
0, pWGATION SIOL'ED BE CUT 0A7t w.TR REAvCP APPIY,.ATICN RATES
��D(-- ? FATS - NE -R E FOR CRAM SLOPES PAC FY_.5 SHALL 3E NO GREATER irAN :M -GLEE M1CN CAN BE KTNNED BY VCaTAnx CI7+EP OR
011gR^aD[WA TEAEEIOSION CONTROL DEn(ES OP STPUC�URES W - EVENT. SLR: S LEFT E.POSM SHALL, 1MINN 21 NO V4 DAYS OF COMPLl110N OF ANY PHASE OF
f AD_ i3F PLAn:ED OR DTNEAYASF. PR0V1aE0 Wlli tltVL1:0 CZAR. DEVICES OR 51RPCFJRES 9JFFKJENI iC RESTFAN ERBSTb,.
FOR TEYPEFARY aEBNG a APAS A'-q4 MTLL NOT BE Wi OH, TO -Al CRA:L FOR IAQf R1.N TWO (2; AiiRS. TWO* THE 7MFOPANT :EEDINC 3SC1FNanORT
BELOW.
TEMPOP,ARY SEEOING SPE'-InCATIONS
TYPE RAT AMENDVENTS
RvE GRAIN 120 LB/ACRE 2:f00 _B/ACRE GROUND AGRICULTURAL LLME- STONE AND
750 EE/ ACRE OF 10-;0-10 FERTILIZER
MULCH SRAlL BE APPLAC Al NE RATE OF AOUO 0/ACRE STRAW. STRAW SHALL
eE ANCHOPEO 01 TAC.WC uN ASPHA.T. NEJTNG OR VU CN ANC.DRING TCGI
CANOE. CLUB PERIAANFNS SEECING SPECIFICATIONS - (3
SEED MIX LEGEND
11RS
BOTANICFL NAME I COMMON NAME
I x OF TOTAL YX
uIIP[ aNl tail u t yl
feat--,M-ceP 'G.yalmi
OWyatone Tdl F-.
77,D5
PGripyn AnmuMm
I+FWHrn IFS NiTeS
B.Ox
THWIM'n r.P.n. TD-na
DIATANe IMN1. Clew
10.OZ
V.I. AN-
"" WIC•
?_Ox
TOTAL POUNDS PER AI 7',rlp0 Las/A[TtE
NOTES FOR CANOF CAVE, SEED IF I - MIEPAL
1. SEED VX 1 TO BE APPLIED TO ALL WNERAL SEEDED APAS (POApwnv SR: uERS. SLOPES ETC.) 1N SUN TO PAPTN,t SI,N/'SHACE, NDT (.CNSIDEFED'STORuwATER
MANAGEMENT ISOEUTED SHALES.'
2. AVAILAMC I'RCM PCHNINCTQI SEED 'NC SEED RRG'XJC"'C - 1250 4-K--A ,I'AY. MABISOM, C.A. 106.50. BBC-2B6-EIUU (FAY 706-3+2-30M)
]_ F YIY INSTALED IN M ER, $UBSB R].E -E r:;-'-Cw SFCANTIP M-El.
+. TPLMS IN SEED MIA PRAY BC ADJUSILO > EP LAYDSvME AP-11ECI'S AIJ3/'TR MANUTACIVRER'S PECWVENOA lIpvS 1F oN�ylE COROINUNS AFTER GRAGIMG wOCA TE y(p
WILL BE IN TaLM It AREAS Q PARTIAL TO DEEP SN+OE.
5 MULCH SNAIL BE APPLIED AT INf HATS, Iy I.:M LD /ACRE STRAW. STRAW SIIALL BE A:SNORED BY TACAIN: Min ASTRALT, NETIHG CNP MULCH ANC ROPING 100•..
SEED MIX LEGEND
�YFIAEIM
BOTAHIV£ NAME COMMON NAME
L�SR-A�Ai - 1flZ 4
FeflNryf mMwlPea 'GTry.lay' Gr.Y.l- T. I-.
x OF TOTAL WX
PmiLMrn Idrlawlm
9PWn1Pp wit!L
5.0%
Tri16R-'D.-.'
NNP
plop *Wt. Dora
10.0%
VIP. AIPeo
XPi V..
7.Ox
TOTAL POUNDS PER AQTE:
75-IM LBS/ACPE
FAASMce rybFP 'PrinbAn'
�0.11 �
IDOL DKFT9EED
TOTAL.POl1f1O5 PER ACRE:
ES
lOB-7IX1 T/ACRE, QT 3- LBS/I.ODO SF
No FOR CANLC CLus SLED Mix 2 - 1.ECETA:To SHALES
1. SEED MIX 2 TO BE AP LV :D ALL'S'OPMWAFER MAN+GEUENT'+E !ATED iHALLS".
2. ALL SEED IIE IICEPT Trip �LSLVE) Al Ak IBLE F-OV PE!INNG':-M SSD WC_ SErZ PROJUC 71ON - 1250 A1LAN:A RNr. MATASC.N GA .30550. P1I0-]66-Alpo
] FESIVCA RUBFA i'EhNLAWN' (RED FCSCIiE) avMLA3E FFCM '_�NST CmISEA.vR1hDN SEEDS UP. &1M16 MERCER P.t E, Iq AD[YM.E. .A. 16]35 BOO-173-3321
IT W 811IS :NST1917.
Ii AAx +6 NSTA0L N ww BER, STAiSIED 1C LA EISCA Flat NE pEprAl:O? IALLEI_
S VECIS .N SEED MIA MAY fM' AD,TJ51Ep PCP L,VCSGPE A�Cw1LCT'S AND/OR W-LT•CTLRER'S PECOMMEHLAINMI W ON -SITE CONOITIONS AFTER GRADING PWICAIE
SEE WIIL BE STALLED W AREAS OF PARTIAL TO DEEP SHAPE.
6. FOR ALL VEGETATED SHALES. P1s T.HLL NORM AIIERK'AH OREER EPOS+CN CONTNO'_ MAT C35D (SEE DEIAR S. SPUT DI)
EROSION NOTES
E. CANOC CLUB 'OPAL NSTuRBED AREA . 1-.37 ACRES.
2, INSIALL EROSI-" CC,NTROL PELS L'£AS(A5 A MJIA4W. IN
CONFORMA,NCS 'Ail 'NQ1D.'R EROSTDIr AND S[D W11 COIPLANIII AND D(SiG' MAIYJAL
] ALL PVES SHAM HATE PSP RAP P._UNGC %:;OLS.
1. ALL EAR THE
MATERIAL TO REUAA ON SITE N'.` T7i UCXML
MATEIBAL OI'FSITE.
S .001PONA . CROSICN CONTROL ME IR)PES MA, eE FE_UF E,_D
AREAS OF INACCURATE TOPO OR WERE REOTIE`TT_D 3Y 1.1E
NLCENR PISPEC TOR, ENQMCER• OR ^'AILR.
B. ".a ALL lX STING lMCO'KPCC AREAS THAT WLL NOT
BE ILlPACTEO BY NEW DRADNG ACTIVATES,
7. DNECA SEDIMEN T/UOSTOFI UNTROL DE'/IF_ES AFTER AG:
STORM EVENT. MANTAHW OR PILAU EACH PEACE F SE -,MI
ACCUMULATION HAS REAC.E6 CNE HALF NE CAPACITY CF T. l
DE,CE.
B POLLED EROSON CONL FBRIC TROA'S RccArIED ON ILL
ED R SLCFES COMPLETED OCTJOEP 15N AND MARCH 15FN.
MAINTENANCE NOTES
L A'L EROSION ANO SEDIMENT CONTROL FRACW. ES
F P wa.L O CHECXED FOP l'F-RROD A'I, 1]PAA ON
FCliOwIHG EYLRv �UNQ'F_PR PING RATITE r
GLACE A -
BUT W D CASE {RS u, DIKE EVERY KATE
MFI NEEDED REPAIRS ES BE SISN IMMEINATEL' TO
MAINTAIN ALL PRACTICES AS DE5I;NED_
2. SEDIMENT ALL BE REVOVED F,TCM SL3IMENT
TRAPS NriCH `TCP,ACE CAPACITY HAS SEEN
ApPROINATE'-Y 501 TIJID. GRAVEL WLL DE
CAEANLD GP REPLACED WI714E SED..ENT POOL
NO LONGER GRAINS PROPERLY,
]. ALL SUOM AREAS RILL RE FERTILIZED,
PE SEEDED AS NE:T_SSAFY, AND IAULCI-'ED AGCCRGNG
IC
SPECIFIETAfI'Hf CATIONS IN THE WGPLAN TO
MAINTAIN A l3GDPQVS, DENSE YECETATNJ QQ'J:R,_
A_ __�--
c A
L DIA, m I J
0
PLAT)
-.
WASHED STCNE 5 FT 1.5 Ff.
FILTER LAYER
MOO Cll FT. /ACRE
VOLUME OT BASIN 5 FT. MA..
1, 5'
NOIL: RI'FR TO
RlAN FCP BASIN I F.I�lt FAERIC -� GLASS 'D'
DIMOIgpFg. RIP HEM
DESIGNSE T OYFFFRL 5"
SETT.LMENY
Top �21' MI,
OP ,
\;
11 I
i'vFit•84,... WEIR LENGTH
2' TO ' 1 VAX. FILL °A2�i.Y
5 -
ADDIilOTIAL
DRAINAGE
EASEMENT
MAX, SLOPE
ON SHALES
SHALL BE 3
TO 1
FAERIC
�3FL1�
MIN.
STONE" SECTION
1.5'
CROSS SECTION
FMFNLELMY BY-PASS
c' PFLCw SETTLED
TCy or DAM-,
I--EZTEND f TEA FABRIC
6' INTO SAS.N RANK
_ 2:1 SIDE
MAX. SLOPE
L 1 SLOPE 1
MAX SLOPE
TEIdPORARY SEDIMENT TRAP
DNARti ATi 4HEA WET. LEMON
CADRES)
In.)
a0
2
60
`
10.0
5
1zD
-v1wrKS0NS SHOAV
ARE AAN,AnA
i TEMPORARY SEDIMENT TRAP
D
SH
I
q
n' CAHC
TPERMANF,NT VEGETATION IN
VEGETATED SWALES SHALL BE
ESTABLISHEO IMMEDIATLY
F'ULLGIVTNG GRADING
2:1
FILL
SLOPE
BOTH LANDSCAPED
SHOULDERS COMPACTED
TO 95: MIN. MODIFIED
PROCTOR DENSITY
r-36'-O' YIN.
i
F FROM
FROM
LNFRAL NOTES
I- A STABILIZED PAD OF CRU`!ED STONE SHALL BE A. ALL SED'MFNT SPILiLED, DROPPED. WASHED OR TRACKED ONTO
LOCATED 'E7HERE TRAFFIC '.'ALL BE ENTEPIN S OR LEA'ANG A PUBLIC S':REFTS .MUST BE REVDVED IMMEDIATELY. SFOIMENT
CCNSTRVCTIUN &TE TO OR FROM A PUBLIC STREET- SHALL BE REMOI.IED BY SWEEPING OR OTHER MECHANICAL MEANS
2. STONE TO BE 2 -- 31NCH WASHED STONE. DO NOT WASH DOWN,
3, THE ENTRANCE SHALL BE MAJN7A:N-D IN A CONDITION 5. YA�EN NECESSARY WHEELS MUST BE CLEANED TO REMOVE
WHICH VOU PREVENT TRACKING CR FLOMNG OF EEOWENT SED;MrNT PRI.OR TO ENTERING A PUBLIC STREET. WJ 4EN WASHING
ONTO PUBLIC STREETS OR EXESTMG FA17F4ENT. THIS MAY IS RECV;iREp, IT SHALL BE DONE ON AN AREA STABILIZED WITH
REQUIRE PERIODIC TOP bRF$SING WITH ADDITIONAL STONE CRUSHED STONE ,WICH DRAINS INTO AN APPROVED SEDIMENT
AS CONDITIONS DEMAND AT10 REPAIR AIDE•/OR Cl EA14OUT BASIN.
CF ANY MEASURES USED TO TRAP SEDIMENT. 6. FILTER FAERO SHALL BE PLACED UNDER THE ETIiRANCE/EXIT
AND SHALL BE MIRAFI 500 OR EOUAL
'PERMANENT VEGETATION III
vECETATED SWALES SHALL BE
E51TA61-ISHED IMMEDIATELY
OL FLOWING GRADING
MAX. SLO-- ON
IALES SHALL BE
3 TO I
ALL SWALES SIIAI-Oii A.Ib
BE LINED 1MTH
4
ALL SWALES SHAM
BE LINED W11H
K, A.G. C35p
DITCH MA PING
� O.1, P. SANITARY
SEA VARIES
2- PVC ',SLATER
2. OFF EDGE OF ROAD
A.G. C350
DITCH MA TTI G
t-ECTRIGAL,
W)1}i1N 5' CACTI SIDE
MAINTAIN 3' OF COVER
TELEPHONE, AND
OF CENTERLINE
CABLE IN OPPOSITE
SHOULDER CF ;YA TER
LB. GRAVEL ON F:ETER FABRIC
SECTION A -A
PIZC
A
I R
C
D
E
F
G
IT � RAP
15'
I0'
7'
1 1 2
/
1'
1'
a l 2
/ 1
1 1 '
/2'
3' I 6
I B'
1.2
B'
2'
1'
1'
S'
2
a' I B
21'
24"
15:
17,
3'
1D'
2 1 7
2 1/2't
1 1 z'
I'
7'
2 t 2'
N I T I 52
30"
20-
13'
3'
2'
9'
1 3'
6' 1 22
36"
24
16
3 I /2'
2'
2'V
I 2 {]
t 2'
T 1 33
5 PLUNGE POOL
D2
C50 = 12'
MAY DI-. - le-
PHICI:HES5 = 27'
•EVS'ft P I POOL
U E LLF ,AI^E t
CONSISTS OF A
HELL -GRACED LRATLIRE OF
HARD. ANGULAR AND HIGH Y
WEATHER RESSTANT STONES.
3 18' GRAVEL ROAD SECTION
©2 N.T.S.
1. INSTALL ATICBJ CF HOPE :PIPE SHALL BE 1N ACCORDANCE
YAT:1 THE REC?'JI. -MENTS Er ASTIA D 2321-W AND THE
VA:JUFAC IURER'S RECOMMENDATIONS. WHERE THE
lAANUFA�TUP.E?'S RECOAIMENGATICNS DIFFER FPOu THE
NOIED ASTM STAND,A-'D. THE MCP,E EXACTING SPECI=ICATION
SHALL AMPLY.
2. SOILS AND AGOREGATE5 FOR FOUNDATION, EMBEDMENT
AND ZACJCFILL SHALL eE CLASS IB, 11, OR UI AS DEFINED IN
ASTM L' 2321. CONTRACTOR SHALL BE RESPONSIBLE FOR, AT
THE EXPENSE CF THE CONTRACTCR, FOR SERVICES OF A
G1707-CHN1CA'- ENGINEER AND TFFINS LABORATORY TO
OBTAIN RECOMMENDATIONS AND CCMPACTIOII RESULTS FOR
THE S%CIRC CONDITIONS OF THE INSTALLATION.
CONTRACTOR. SHALL FFOVIDE COPIES OF ALL
i<ECCLIMENCATIONS AND TESTING REPORTS TO THE OWNER
AND THE ENGINFER.
3. TREN_'H EXCAVATIDf: SHALL BE IN ACCORDANCE 'MTH
ASTM D 2321 - ITEM e_ REMDVAL OF SHEETING I OT)iCR
TRENCH WALL SUPPORTS BELOW THE PIPE ZONE WLL N01
BE A ccEPTAeLE.
4. TRENCI, FOUNDATION SHALL BE AS REOUIRFD BY AST D
2321 AND IIiE RE-'JMMENDATIONS OF THE GEOTEC'HNOAL
Ef.'G NEER.
5. -LACING AND COMPACTING PIPE EMBEDMENT SHALL BE
ACHIF'1ED BITH SMALL, HAND-HELD OR WALK -BEHIND
COM?ACTORS AS REOUIRED BY ATSM D2321.
2 STABILIZED CONSTRUCTION
D2 ENTRANCE AND EXIT N,TS,
3
-6" CABC 1 /y" I 2ILL
:1
1174 H fiER / SLOPE
F El, ems ' ';- � 1 1'�1''�'T� x..
MOTH LANDSCAPED
SHOULOERS COMPACTED
TO 957 MIN. MODItirED
'. F. f;�l•
a \
PROCTOR. DENSITY
2' PVC WATER
ElEtEPH
2' OFE EOGE OF ROAD
NF.
Tr:LePHOFJE. AND
MAINTAIN 3' OF COVER.
CABLE IN OFPOS;TE
--8- D.I.P_ SANITARY
SHOULDER OF F:ATER
SLYIER VARIES
WITHIN 5' FACH SIDE
OF OcH TERI.INE
4 14' GRAVEL DRIVE SECTION
D2 N.T.S.
6. WINTMUM EMBEDMENT DENSITIES SHALL DE ESTA9LIEHE'--
UY THE GEOTECHNICAL ENGINEER BASLD ON EVALUAIIr4 OF
THE SPECIFIC PROJECT CONDITONS.
7, THE GEOTECHNICAL ENGINEER. RETAJNED BY TnE
CONTRACTOR SHALL EVALUATE THE DEPTH OF COVER,
PROVIDED ON THE PLANS TO DETERMINE THAT IT IS
SUITABLE FOR THE SPECIFIC PROJECT ZONOITIGNS_
CONTRACTOR SHALL FROMDE COPIES OF LllT EVALUATCN
TO THE O'NNER AND THE EN(ANEER PRIGR TO IN57ALLATON.
8. CONTRACTOR SHALL PROVIDE 30 DAY POST-:FISTALLATION
DEFLECTION TESTING FOR ALL HDPE 11lSTALLATIOFIS. '3SE Oe
A 9 POINT MANDREL OP, OTHER APPPOVED METHOD SHALL
FIND NO DEcLLC11CNS GREATER THAN THOSE SHOWN BELOW
OR AS CTHERWlSE REQUIRED BY THE GEOTECHNICAL
ENGINEER:
Ncnin-I
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Plpe Sizes
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Up To a," indudinq
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6 HDPE PIPE NOTES
D2 N.T.S.
2' MIN.
FLOW
6, TVA
I
COMPACTED SGL
TI'D TE S:
1. REMOVE AND FRCPEPLY DISPOSE CF ALL TREES, BRUSH,
STUVPS. AND OTHER OBJECTIONABLE MATERIAL.
2. ENSURE TAT THE MIN. CONSTRUCTED CROSS SECTION
MEETS ALL CES13N REOUIREY.ENTS.
3, ENSURE THAT 7HE TOP OF THE DIKE IS NOT LOI AT
ANY POINT THAN THE DESIGN ELEVAVONI PLUS THE
SPECIFIED 'SETTLEMENT,
4 cPOVICE SUFFICIENT ROOM AROUND DIVERSIONS TO
PERMIT MACHINE RECRADING AND C'_EA.NOUT.
5 Vrr,FTATE THE R*GE IMMEDIATELY AFTER
cC•rIS TRUC TIOIN.
INSPECT TEMPORARY 01VERSION5 ONCE A 'IYEEK AND
AFTER EVERY RAINFALL_ IMMEDIATELY REMOVE SEDIMENT
FPO'A THE FLOII ARFA AND REPAIR THE DI%SPSION DITCH.
7. ALL TEMPORARY DIVERSION DITCHES SHALL HAVE
STABILIZED OUTLETS.
9 DIVERSIONS LOCATED VATNIN THE PROPOSED ROADWAY
SHALL BE MAINTAINED DAILY UNTIL THE AREA IS STA911-tZE0.
TEMPORARY DIVERSION DITCH
N.T.S.
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G' FREEBOARD
AND OVERFLOW 1�Ek
18' '_ITtEE'ti FT.
VEGETATED SwaLES x
12"
CHICK DAM
SWALE SFCRCN
N.A.G. C350 LINER `T7 12" MAX -
WITH GRASS MIXI� + - �� AT CENTER
/�
6'TYP
EARTH CHECK DAM SECTION
L-THE DISTANCE SUCH THAT PUNTS A AND
B ARE CF EQUAL ELFV4TION
A L B
RE TEN TION /INF!L TR A PC)N
VOLUME
CHECK DA41 PLACEMENT
NOTES:
1. EARTH CHECK DANIS SHALL BE COMPACTED ONLY TO
ACHIEVE STABILITY. DO NOT COMPACT DITCH SECTION.
2. KEEP THE MAXIIAIIM HEIGHT AT I FT AT THE CENTER NSF
THE CHECK DAM.
3. ENSURE NHAI NHL MAXJMUM SPACING BETWEEN DAMS
PLACES THE TOE OF THE UPSTREAM DAM AT THE SAME
ELEYATION AS THE TOP OF THE DOWNSTREAM DAM:
4. STADILIZE CHECK DAMS AND CHANNELS WITH N.A.G. C350
AND GRASS AS SPECIFIED IN SEED MIX..
5. ENSJRE THAT THE CHANNEL REACH ABOVE THE MOST
UPSTREAM DAM IS STABLE.
C, INSPECT CHECK DAMS AND &l ANNELS FOR DAMAGE AFTER
EACH RUNOFF EVENT. CORRECT ANY DAMAGE IMMEDIATELY.
7. REMOVE SEDIMENT AS NEEDED TO PREVENT DAMAGE TO
CHANNEL VEGETATION. RE-SF!APE AS NEEDED TO MAINTAIN
PROBER DIMENSIONS,
M PERMANENT CHECK DAM
D3 N.T.s
KiFlNISHED GRADE OF ROADWAY
TOP OF CHECK DITCH INLET
DAM
.W---------- —
UNDISTUPBED
NA FIVE SOILS
ROAD CENTERLINE
EDGE OF GRAVEL ROADWAY -
ACTUAL LOCATION OF :PALLS SHALL
NECESSARY
MEANDER AS NECESSARY TO PRESERVE
LARGE AND/ OR SIGNInCANT TREES `
CLEARING/DISTURBANCE AREAS SHALL
BE STRICTLY LIMITED TO AREAS NECESSARY
FOR VERTICAL 1RESDENTIAL CONSTRUCTION J
EVERY EFFORT SHALL BE TAKEN TO PRESERVE y�1
EXISTING VEGETATION
! RNA
�
';ILT FENCE DENOTES OMITS O- / uKf 1
CLEARING/DISTURBANCE
INSTALL SILT FENCE
AS SHO'.NN ON PLANS
J I
OW P A Tii UNDIST'JRBTYn
ED AREA � 1 I I
LOT LINE (TYP.) J ` `_j
PUDIN`-- =12--_r rr--r
"LEANCUT/ INSPECTION PORT
-AP (TYP-)
— — _SZ
2' THICK
OIL MEDIA
"�%,\jV\\�/•� \_ 4"¢ SOH. 40 - ' ' FILTER FABRIC
UNDER GRAIN SHALL PERFORATED umom BETWEEN NATIVE
BE 'WRAPPED IN :IL cR DRAIN PIPE SOILS
A14'D SOILS
FABRIC
LOCATION OF FUTURE GARAGE
SHALL BE USED AS STAGING
AND STORAGE AREA FOR
RESIDENTIAL CCNSTRUCTION.
RESIDENTIAL ACCESS SHALL
MEANDER AS NECESSARY 10
AVOID SIGNIFICANT VEGETATION
CLEARING LletiTS.
NO OISTURBANCE AND / OR
MATERIAL STOCK PILING IS
ALLOWED Ou T51DE OF
CLEAR -MG LIMITS.
CQNSTRUCTION'
1_ EVALUATE CONSTRUCTION AREA AND WSTALL SILT 'FENCING
/ EROSION CONTROL MEASURES AS SHOWN O-N PLANS,
2. CLEAR ARCH FOR FUTURE "ARAGE/ STAGING STORAGE.
3. INSTALL ORANGE CONSTRUCTION FENCING AT LIMITS OF
CONSTRUCTION AND AROUND SIGNIFICANT TREES TO BE
SAVED.
4. CLEAR REQUIRED AREAS. CONTRACTOR IS TO TAKE EXTRA
PRECAUTIOr4 NOT TO DISTURB AREAS DELlNEATEO BY
ORANGE CONSTRUCTION FENCING.
5. CONSTRUCT HOUSE.
5, STAS'LIZE ALL DISTURBED AREAS.
7. CONSTRUCT GARAGE.
K. UPON APPROVAL OF O`41ER, ENGINEER AND REGULATORY
AGENCIES REMOVE SEDIMENT CONTROL DEVICES.
r21 TYPICAL LOT DEVELOPMENT
[53 N. T. S.
PERMANENT
CHECK UAW (JYP.)
EDGE OF LINED
VEGETATED S'WALE
SECTION A -A RAIN GARDENECIFlGTFONC-
1. DO NOT CONSTRUCT THE RAIN GARDEN FACILITY UNTIL THE CONTRIBUTING
DRAINAGE AREA HAS BEEN FLLLY STABILIZED.
2. GEOTEXTILE/FILTER FABRIC SHALL HE NONWOVEN WITH CLASS C APPARENT
SECTION VIEW OPENING S2E (ASTM D 4751). GRAB STRENGTH (ASTM D 4632), AND BURST
STRENGTH (ASTIA D 4833).
3. THE SOIL MEDIA SHALL CONSIST OF 85-88 PERCENT BY WEIGHT SAND (USDA
SOIL TEXTURAL CLASSIFICATION), 8 TO 12 PERCENT FINES (SILT AND CLAY).
AND 3 TO 5 PERCENT ORGANIC !NATTER (SUCH AS PEAT MOSS).
4, COMPACTION OF THE SOFL MEDIA SHALL BE AVOIDED-
5- COMPACTION OF THE SUBGRADE BELOW THE RAIN GARDEN SHALL BE AVOTDED.
UPON ROUGH GRADING, THE RAIN GARDEN AREA SHALL BE LOCATED AND
FENCED TO PREVENT EXCESSIVE COMPACTION,
6. INSTALL 501L BACKFILL IN 12--18" LIFTS.
7. RAIN GAROE14 SHALL BE PLANTED VATH THE GRASS AS SPECIFIED IN THE SEED
MIX. PROTECT SEED UNTIL RAIN GARDEN IS STABILIZED.
8. ALL SIDE SLOPES SHALL BE 3:1 MAXIMUM.
A
4"S SCH. 40
PERFORATED UNDER
DRAIN PIPE
4 RAIN GARDEN
�,D3 N.T.S.
LIMITS OF
RAIN CARCEN
DITCH
OUTLET PifE
CLEARING LIMITS.
NO DISTURBANCE, CONSTRUCTION
TRAFFIC AND; OF. MATEFIAL
STOCK PILING IS ALLO'AED
OUTSIDE OF CLEARING LIMITS.
SILT FENCE AT BOTTOM
CF FILL SLOPE (TYP-) IS
CLEARING LIMITS.
< �w�
PROPOSED TREE CANCPY J
NOTES
CLEAR THE MIN,MUM AMOUNT OF LAND NECESSARY TO
INSTALL INFRASTRUCTURE IMPROVEMENTS AND EROSION
CONTROL DEVICES.
2. SIRICILY ADHER- TO THE VATERIALS SPED NCAPONS
SECTION MS-IR-PRO ,CTION OF EXISTING PLANT MATERIAL,
33\ TYPICAL INFRASTRUCTURE DEVELOPMENT
N.T.S.
VARIADLE
10' MINIMUM
PI AN vir- V
i
PLAN\T RAIN GARDEN
:NTH SPECIFIED GRASS
'_EGVM£ MIX.
A
4% SCH. =0
PERFORATED
UNDERDRAIN PIPE
- OF LINED
t'ECF.'A TEE
SWALE
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