SW3220102_Construction Sequence_20220131 (2)

Price Street 2 Y
2 Howie Mine Road
~ c McDonald street
x,
a n
East North Main Street
freet �' ® East South Nei
W esF North MN ins .. S^
® N ee
¢5t south Main street f
��
n 3 e sec
n rt G
> rn
n: street as
P
e
o S^
1. Site It 1%
oe
a h ae
Lynn Street
'o
10
m as
Teresa curie m a\,Street
Is
Ouran DO
VICINITY MAP - N.T.S.
ADEQUATE DIVERSION BERMS SHALL BE PROVIDE
THROUGHOUT ALL CONSTRUCTION AND DIRECT GRADED
AREAS TO BASINS 1 & 2
TEMPORARY SLOPE DRAINS
PIPE NUMBER
CONTRIBUTING DRAINAGE
AREA (ACRES)
REQUIRED PIPE
DIAMETER (INCHES)
TSD #1
0.96
18
TSD #2
0.42
12
TSD #3
0.14
12
TSD #4
0.54
15
TSD #5
0.48
12
TSD #6
1 2.29
18
CONSTRUCTION ENTRANCE OFF GIVENS: 34°55'23" N, 80°44'44" W
CONSTRUCTION ENTRANCE OFF LYNN: 34°55'17" N, 80°44'45" W
PID05 , , , 1 , , I 1 + ,\', ,
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EXTEND DIVERSION TO EDGE OF ` - -------------- \ \
1 1 I 1 1 , , 1 1 I dL 1 1 ,
I I z I,� �%, ROADWAY AFTER INSTALLING STORM ; ' oc ; ; \ rl �`, ` I
I I 1 INSTALL PIPE RUN DI 27A TO FES 23 LINE DI 27A TO FES 23 ; �'�,`,``,``�`% \"'Nd`�---------%'``
1 ; AFTER BASIN INSTALLATIONS (MUST% _�% ; ; ; , 11`; , \` 'EpRMERLY_N____ __
BE INSTALLED PRIOR TO ANY \ ' I� 'I ' ' ` STEVMS
1{ %NpW,O, , �,, sb.o 1 ; ; 11\, `,F�QL�NP.F.
O DISTURBANCE IN GIVENS R/W %R��R1Lr� \ ; ; ;I ; ' �'; r;� ``-
1 1 , `
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;1 = OR,, FdRM�R \ & EMM , \% 1 1 I I ---
I; I ,, N W \I}, ,,/ 1 ` THQMAS L `F/% 1 1 1 1 �]\\
, \ ' WAY,
, , 1\RA,YIS,�• , , \ I , ` \ T �8",R`Y ` I, , 1 I , 1 I , 1 , ,\ `` `'RIGHT OF
I C 1 , , , , 1 1 E , , , , 1 1 1 1 ' 1 , ' + „ _ .f� ```
RLA \ 1 1 I 1 1 , „\ `% `'PLATTENBU ' \ , &51150�9A , , , , , 1 , , 1 ' ,M1176,,, , � ,
%
INSTALL RIPRAP OVER ANY AREA %'II ; (ID \051�15�? \ %% 1 1 _ - - MOVE SILT FEI
DISTURBED FOR STORM BOX �`x ; ; _ ';% ; ; ; I %; ` \ `--_ 0/HO `�� SHOWN ON C3
INSTALLATION ; IIGHT',OF WW1,—` `\� ;' 1 yFV KO LP, ; 'H — S `SS%;STORM PIPE
`, U?N! 658.6 g 1, /_ (1� H0 1 SS �� ` l� r ` `I-
I < _ J f:P x-r� S<S \, � 1 1 `o _ INSTAI
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1 0 f SWM
S—� 18" HDPE TEMPORARY -` �JB 23 -_-
, P� \` ,\ '1- _ + • SSA` _,_ — ; / ,C126A
ENS S RE � - � ' -�i� i y CULVERT _
INV659.05 IS- % - _-�W—r%'
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•)`-
/ RIGHT OF WAY _ _ _
' _ _ _ - - ___ _ = = - - y r OF kygr ---
/ 60 I� _ DI 27; _ 4 1
/ Z (PC AI 5-A '' pry \ N-� l' J �� ; TEMP. SLOPE DRAIN ,
I 1 1
J D (TYP.) C501 \ \
1
r 1
�P 1 y fK 1 62 \ IK A
L OPTIU eox I \ ' ' 2
/ ( — of 0 1 a \ - — i20 'FRONT ; ; 1 FES 2
�}WI�4 i-- �--:�\ , ' DI 27A,`` ` %y% ; `,
, , 1 ,
', 5 12 5Z5'a a ; ; 7 <! \
SOIL CLASSIFICATION �, 1 ; SEDIMENT BASIN #1
I 1 BOUNDARY (TYP.) I \ r 1 I ,' I, ,) C501 owl
\ i 11 a CONCRETE ; ; ; OS 13 r'
1 ,0- > ` WASHOUT ; ; ; ' X6 c^
\ i ' ` a n i 1` �OP SAIL 't ; I ; N , to ,
s 1 1 r 1 1 ,
'1 555.52,\ STATION S;fOCKpILE ; ; I coo
J ( 20.I1 , Q '1' \ , ` \\ �a a '" L6CATIQN '+. l) � / �� '' \ �° 1 RIPRAP OUTLET 5
/ I \' \ , PROTECTION (TYP.) C500 2� +
/ % `•� - — / / -�� \ S I i I �; \ 2 `TEMP CONSTRUCTION I 1 /
i`. \X\to 1 o ' FES 14 / '
' C500 , ENTRANCE (TYP.) �h '
/� I I I 171 \ +, I;, TEMP. SLOPE DRAIN , 5 2%3
`, I;;r-' (TYP.) C505 \
no
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%
\ N rp
W 10R FORME L Y \ ``,` % 1 ,
N \ \\ \ , 1 1 1 1 \ \ ``,% \ R ��
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t�A S & LOU WARMER 1 / 1 ,
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f 1 �/ 'TbG2'% \
PI 051150Y4 \ `, \ `,, \ ; `
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%
I /' PERIMETER DIKE. PROVIDE 8 ,o PREDEVELOPMENT% INSTALL PERMANENT DROP `` `\
l EROSION CONTROL BLANKET C500 658.03 `\ INLET AND PIPE INITIAL PHASE
/ 1 AND SEEDING AT TIME OF ' � �; DRAINAGE TO SEDIMENT BASIN #1 %
\ INSTALLATION m TOTAL AREA - 2.32 ACRES % '\\_= TEMPORARILY ALLOW DRAINAGE ` \ , ,.
S INTO SIDE OF STRUCTURE%% `
1 i Ln ` DISTURBED AREA = 2rri.24 ACRES --_-- - PRECAST INVERT = 624.78%\
_ `
// f I p =-�__= \ ` \ CHECK ` 10 ` .
%
/ v _,- - -- \ \ ` DAM (TYP.) ., C500 \
— — / EXISTING PROPERTY 1 \
1 , , , , , , \ , 1 1
LINE I / i ' / / ' i o I' II 1 '+, 1', II ; II 1' `',, `` `` \ `` `` `` `` \ `'
TEMP. DIVERSION 8% \I 1
1 1 1 1
v \ f ( , ; SWALE (TYP.) C500 1 1
I f'' ,
CHAINL K FENCE , INSTALL PERMANENT PIPE TO DI 16 ;
/ , , 1 ,
x—x— _� �, ''�� ,�' ' ; 1 1 LOCATION. PIPE INVERT = 626.38 (DO ;
S i I - J ' NOT INSTALL DROP INLET INITIAL ;
_ S NOW Old FORMERLY^ ) ' ' �54.7T' ` , CONDITION) 1'1 ,
MERRIS PARKER REV. 7RUS
/ W LIMITS OF CONSTRUCTION \
-/ 1� 1 , , 1 ,
�1 lXl , (TYP.) 1 ; A�DITIOP�AL \\ t,r , `,r , ', `,r
Z I DB 3�16/823 / w TbPSOIL \ '
1 ; ' , ; \ 1 1 '' 528. 97'
PlD�O'S114181 / f � � I I � _ , ; , SI;OCK PIKE , , , , , , , \ , ,
% —C ( , i / f — --___- 1 LdCATIONi , It
/ ---------"- ; (IF;NEEDEq) 1 `,
\ I SEE SEEDING SPECIFICATIONS FOR' - 3 - 651.64 ,/ _ It
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W�
GRA VE
— , DRIVE
1 `'N
s^�
I - - - (TYP.)
JV
I 1 I 1 '' '
650.80
EXISTING SPOT ELEVATION ; I
\I (TO BE USED FOR LAYING
/ OUT PERIMETER DIKE)
1 \.,
N C�R F RMERL YL l I
N \Y &I NO(A JOHNk4V
\ �8\385 215 ? 1 �'
q5114178 \ l ,N ; to
it)
�650.51,
'%
( I 1 \
%
` TEMP. CONSTRUCTION 2
I ENTRANCE (TYP.) C500 /
�l\�6.9
I I RIGHI Ur "` -- �, "� = 1 OTCB 102
( 1 r 1 If SIDES ,
1 11 J I 1 1 1
1 1 1 I
I / I J I I / —NOW ON 1 ,
I I FORM4 YN
J I I JASO%l EISS
A)LIBER� BROOME� I `
I DB of
7962/4.39- `\ l
PID 105114116
CONTRACTOR TO PROVIDE SPECIAL CARE IN
t I I J J I PROTECTING TREES DURING CONSTRUCTION.
(TYP.)
J \o / / l
PREDEVELOPMENT
( I I DRAINAGE TO SEDIMENT TRAP #4 I
V , \� } I I TOTAL AREA = 0.85 AC. I
/ ell\ I DISTURBED AREA 0.40 AC. —NOW OR F
KENNETH &
DB 391'
PID 051
I / _
a> I
I $
�Jej
( / If
(TYP.) '\ 'I, N /
It
1 I
' APPROXIMATE
LIMITS OF SURVEY
CORNER OF
PROPERTY
1 I
I
-NOW OR FORMERL Yam'
TRA C Y HOR TON
DB 1935/361
PID 05115037
/^'NOW OR FORMERL Y-i
/ TRA C Y HOR TON
DB 4930/521
TAX #51150J6,
l SOIL CLASSIFICATION (TYP.)
1
-NOW OR FORMERLY-
KA Y PL YLER
DB 4771744
PID 05115035 _ —
1
I—
_ NOW OR FORMERL Y-
JANET & BILLY SELLERS
DB 1867/303
PID-05115034
WETLANDSVV
, _
`
(TYP.) I 1
` 1I)
,IM\,
/
4 A
INSTALL PERMANENT DROP
INLET AND PIPE INITIAL -NOW OR FORMERLY^'
PHASE HAROLD & CAROLINE JOHNSON
DB 3447/157
PID 05115033
i
I UU DRAINAGE
I Izu I IUI\1
DRAINAGE AREA = 0.65 AC
DISTURBED AREA = 0.53 AC
REQD STORAGE = 954 C.F
• PROVIDED STORAGE = 1744 S.F.
TOP ELEV = 616.0 NOW OR FORMERLY"
-30''- BOTTOM ELEV = 614.0_____II PAUL LYONS
DB 56491455
-'�a' _- _ `��. `, 1r t PID 05115026A
EXISTING STREAM BUFFER
TOWN OF WAXHAW
3•) \`\I
MAINTAIN EXISTING DITCH
INSTALL STRAW WATTLES AS
NECESSARY TO PREVENT
EROSION
to -NOW OR
,. .1. to
SEDIMENT TRAP #4 FORMERL Y"
II TOP OF BERM = 632.0 KENNETH H. RICE
�I BOTTOM ELEV = 627.5 DB 08661002J
PID 05115027
�./ CONTRACTOR TO PROVIDE SPECIAL CARE IN
PROTECTING TREES DURING CONSTRUCTION.
(TYP.)
��411
6 , SEDIMENT TRAP #3
W01 , TOP OF BERM = 609.5
4 BOTTOM ELEV - 606
V O W OR FORMERL
TOWN OF WAXHAW
DB 1691453
PID 05115029
to RD
�'11,
NO DISTURBANCE PERMITTED IN STREAM
�lal 1
1
1 \ 1, . „III , , ,
11 '/ • "I' ' ' /f I
111
1It
,
PUBLI
-NOW OR
FORMERLY"
TOWN OF WAXHA W
DB 1758120
PID 05115027A
LEGEND
EXISTING FIRE HYDRANT
OD
EXISTING STORM MANHOLE
MH I
PROPOSED STORM MANHOLE
❑
EXISTING DRAINAGE STRUCTURE
DI I
PROPOSED DRAINAGE STRUCTURE
=
EXISTING CURB AND GUTTER
PROPERTY LINE
EXISTING CONTOUR LINE
XXX
PROPOSED CONTOUR LINE
EXISTING STORM DRAINAGE PIPE
PROPOSED STORM DRAINAGE PIPE
TEMPORARY SILT FENCE
TEMPORARY TREE PROTECTION BARRICADE
JL man & man TEMPORARY SILT FENCE WITH TREE PROTECTION
STONE OPENING IN TEMPORARY SILT FENCE
-----
LIMITS OF GRADING/CONSTRUCTION
TEMPORARY INLET PROTECTION
TEMPORARY ROCK CHECK DAM
TEMPORARY GRAVEL ENTRANCE
�OoO
OUTLET PROTECTION
RIPRAP PLUNGE POOL
No' Do}
PROP. DIVERSION DITCH
PROP. EROSION CONTROL MATTING
PD>
PROP. PERIMETER DIKE
STREAM BUFFER - TOWN OF WAXHAW (NCDEQ)
— — — — —
30' POST CONSTRUCTION STORMWATER BUFFER
WETLANDS
COORDINATE WITH TOWN OF
WAXHAW FOR ACCESS TO EAST SIDE
OF STREAM
•
Know what's below. 40 0 20 40 80
Call before you dig. SCALE: 1"=40'
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Corp. NC License: F-1320
F51
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Project No
Date:
Revisions:
Sheet Title:
17000403.01
1.13.21
EROSION
CONTROL
PLAN - PRE
DEVELOPMENT
Sheet No:
C301