SW3220102_Construction Sequence_20220131 (3)

Price street 2 Y
2 Howie Mine Road
' c McDonald street
n a v! a n
.. rt n . East North Main stree
fraet �' ® t streeEast South Nei
W esF North MN ins .. S^
r® Nee
,Nest south
Main f
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o A
n: n- straal _ �'t.,.s ► S^ �.p
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Na$ / 'eo e f
CA Site s^
of
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a h ae
Lynn Street
�9 e,
10
Teresa circle m a„Straet
Ouran
VICINITY MAP - N.T.S.
a — I ll�ll I II` I `,� `, i i i i ' PID`, `, `, `, `,\,, ,,\—
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• .0 N 'r� I� C��--�5'Tx ; \ t I CLASSIFICATION. -
� 11-1I1 IIL r x
�i1 \ BACKFILL AT HEADWALL '
� 1 jzc 1 1 t WITH CLASS B RIPRAP ,
Q '1j1 xi I STORM PIPE EXISTING DITCH SHALLLn
; I ; ; BE INSTALLED IN DRY CONDITIONS.
LIMN \ CONTRACTOR SCHEDULE WORK WITH
?t i�N'' W \OR'' FCd'RM�R FAVORABLE WEATHER FORECAST 1 '
R \ AND BACKFILL ALL PIPE BEFORE END ,
PLATTENL3 ,
13d6/�50 ''', \ OF EACH WORKING DAY
•, ` 1 1 1
1 1
\051,15 STORM SEWER FROM DI 27A TO \ ,
INSTALL CLASS A RIPRAP ID \ FES 23 TO BE INSTALLED BEFORE '
WITH FABRIC UNDERLAY IN GRADING IN DITCH ALONG ROAD 1 `� 0
DITCH LINE ; — '
15"" R I e , I •` FIGHT ,GF Wes'',— \m \. PE 38
x—*—'
' ( �' CI 26A '
f S S INV:659.05 I S
GIV 1 ` ,
/ RIGHT OF 1
i WAy
6�' ' - A
p p► 1�+','� , I \ SEDIMENT BA. `
1 1 1 1
FaER Fo
AD 20A
� L oPTic eox _ I
2p .FR r ,E ; AD 20B
1_
/ " ✓ / ( I l '`, ; t, � 654. 12 / 5Z 5' � � '1 '( ;1 \ ,
C
STABILIZE PERIMETER DIKE WITH SOD
\ / AFTER REMOVING FABRIC LINER
' 1 1
, 1 1 1
/ \\ \ N,,� I �a `` CONCRETE ; RIPF
Ir/
;� ` 655.62, top SAIL ; PROTE(
STATION 0.1 ;� \ a T I S`,rOCKFILE ,,
I Q , �1p1 L6CATIdN
2 TEMPORARY GRAVEL '
C500 CONSTRUCTION ENTRANCE (TYP.)
I" HARDWARE CLOTH & GRAVEL 4,7 n \
\ I ( INLET PROTECTION (TYP.) C500 1057.61
I REPLACE WITH SILT SACKS
WHEN PARKING LOT IS '
1 — STABILIZED WITH STONE BASE I 1 t
W PR FORMk,6L YN / `
11
)A S & LOU WARNER , -
i) 403/172 / l I \ I \ \ ;,.h ;
P1 051150Y4 1 , `
%
%
I X 658.03 --
t
\ 1 S DIVERSIONS TO INLETS
/ m
-
%
/ TO REMAIN AFTER U)
---- = ==
CONSTRUCTION If/
P / / EXISTING PROPERTY
LINE
10'
fill.,
CHAINLIN NCFEE x_ . ¢•
1 1 1
/ `
1 , ,
f
er 7 " NOW A FORMER&,YN
t MERRIS PARAR REV. PU:
I DB 3Y 16/823 _ / w 1 1 ' , ,
PID A5114181 J r I I -
� I
1 '
STORM WATER (CLEAN) IS TO '1 50i 601
\ / BYPASS INLET SEDIMENT POND I, ; I
IS CONVERTED TO WETPOND
! / I N V RR F RMERL Y
N \1' &I NO(A JOH/ Ib/ \
/ I I B`385 215 ? 1 �S_111
I I PIP g5114178
�J 1
I I I
z w
�
L L DISTURBED AREA CREATED WHEN REMOVING o
L,Cl� z L PERIMETER DIKES TO BE IMMEDIATELY -AN
a j. STABILIZED /
�)Lz
_ L C - -- \
U G E'
\ 1\
GRA VE
— , DRIVE
_ N1
s�
ADEQUATE DIVERSION BERMS SHALL BE PROVIDE
THROUGHOUT ALL CONSTRUCTION AND DIRECT GRADED
AREAS TO BASINS 1 & 2
CONSTRUCTION ENTRANCE OFF GIVENS: 34°55'23" N, 80D44'44" IN
CONSTRUCTION ENTRANCE OFF LYNN: 34°55'17" N, 80D44'45" W
' ► �� I RlGtil ur Y­.' - / \ , i \I �+OTCB 102
I I l 1-11 \ TEMP. SLOPE DRAIN / 5
) NOW 09� 1 `
CLEAN WATER BYPASS / C505 '
(FORM f C Y"
I JASO% EISS
J J I AYWBERG BROOMS?
ID B 7962/4 —
�I PID 105114116
CONTRACTOR TO PROVIDE SPECIAL CARE IN '
PROTECTING TREES DURING CONSTRUCTION.
(TYP.) '
I / I I •,
t I
// / POST DEVELOPMENT ) �\ \, I
r DRAINAGE TO SEDIMENT TRAP #4
TOTAL AREA = 0.85 AC.
/ I DISTURBED AREA = 0.32 AC.
I r I \ J \
/Jell 1 I I I\ I\ I ( -NOW OR F RM
If
KENNETH & gAROL
DB 393 874
PID 0511 162A
%
/ I 1
�I '
_&�,xl �i ` `.i , 1
TEMP. SILT FENCE WITH TREE
(TYP.)
>^ O 00 O
I 1 ctn0 E00
Div lB ro 1714 0 00
/
Q aJ 00 U Ql
E+'r4
� O U N cV
C
/U�o UNZ �u'f
co �
0 O
On
FES 24D'�`. ,,,NOW OR FORMERL YN m � U �
e TRACY HORTON
DB 1935/361 o
- PID 05115037 Q
1 - /^'NOW OR FORMERL Y
/ TRACY HOR TON
E
INSTALL CLASS B RIPRAP 3 4930/521
WITH FABRIC UNDERLAY ON Y #51150J6,
✓� o;l ,:; ;'1'2:1 SLOPE / rn
' II;'' i m
1714
1
SOIL CLASSIFICATION (TYP.)
1 1 I 1
I
-NOW OR FORMERL Y-
' KA Y PL YLER
al
' DB 4771744
' ' PID 05115035 -
, 1 ,
III ' ' — 'NOW OR FORMERLYN Seals:
aI ' I 1 — JANET & BILLY SELLERS
DB 1867/303 CARD,,
_ WETLANDS Pl 05115034 ,c`� zo,
7 +
i
_ SEAL
:+
STORAGE VOLUME FOR EXCAVATE "I'll, JAI a kk10 ►``
-NOW OR FORMERL Y"
HAROLD & CAROLINE JOHNSON
DB J4471157
PID 05115033
1 C500 PROTECTION
DRAINAGE AREA = 0.33 AC
DISTURBED AREA = 0.22 AC
REQD STORAGE = 396 C.F
TOP ELEV = 616.0
`, BOTTOM ELEV = 614.0
.\'J/1
PROVIDE EROSION
' - CONTROL STRAW
MATTING ON ALL
SLOPES 3:1 OR
�y STEEPER
' ,' SEWER EASEMENT `
'NOW OR FORMERL YN
PA UL L YONS
DB 56491455
PID 05115026A
R PROTECTION
DRAINAGE AREA = 0.22 AC
DISTURBED AREA = 0.22 AC
REQD STORAGE = 396 C.F
TOP ELEV = 624.0
BOTTOM ELEV = 622.0
i
'�COORDINATE WITH TOWN OF
2:1-MAXIMUM 7' WAXHAW FOR ACCESS TO EAST SIDE
SLOPE OF STREAM
, It 1
SEDIMENT TRAP #3 TO BE
REMOVED AND BACKFILLED AFTER
FINAL STABILIZATION IS REACHED \
V O W OR FORMERL
TOWN OF WAXHA W
DB 169145J
PID 05115029
TEMP. SILT
FENCE (TYP.)
0
;A --'SITE CONTRACTOR (PHASE 1) TO
( CONSTRUCTION SLOPES AS SHOWN THAN
'IMMEDIATELY SEED AND MAT. SEE SHEET
C508 FOR FINAL STRUCTURE INSTALLATION
PUBLIC SERVICES SITE
Nor I
AWN
`r,I • CONTRACTOR TO PROVIDE SPECIAL CARE IN
' _ PROTECTING TREES DURING CONSTRUCTION. WAXHAW
' MAINTENANCE
\ `. ' %r1'�� (TYP 1
FACILITY
\ INSTALL STRAW WATTLES AS
'1/NECESSARY TO PREVENT
` \ , ,
1 EROSION
,
` NOW OR
\ \ , ` %`'`, N 1' �'',, \ FORMERLY-
%% `' ', ` ` ` `, I I 1
%`% NOW OR% \ TOWN OF WAXHAW
% ; 1 ; ; , , FORMERLY- DB 1758120
X `, I KENNETH H. RICE
%', , N , r PID 05115027A
DB 0866/002J
PID 05115027
6 SEDIMENT TRAP #4 APPROXIMATE
i01 TOP OF BERM = 632.0 LIMITS OF SURVEY \
%\' BOTTOM ELEV = 627.5 N \
PVC PIPE CONTRACTOR TO
PLACE PIPE WITH POSITIVE
0 DRAINAGE TO DIVERT WATER
FROM UNDISTURBED AREA
/
Cl,
N
ASPHALT
DRIVE
LEGEND
Zyrl
EXISTING FIRE HYDRANT
EXISTING STORM MANHOLE
MH I
PROPOSED STORM MANHOLE
❑
EXISTING DRAINAGE STRUCTURE
DI I
PROPOSED DRAINAGE STRUCTURE
_ _ _ _ _ —
EXISTING CURB AND GUTTER
�---
PROPERTY LINE
— XXX— —
EXISTING CONTOUR LINE
XXX
PROPOSED CONTOUR LINE
—
EXISTING STORM DRAINAGE PIPE
PROPOSED STORM DRAINAGE PIPE
TEMPORARY SILT FENCE
MEN MEN
TEMPORARY TREE PROTECTION BARRICADE
A MEN A MEN TEMPORARY SILT FENCE WITH TREE PROTECTION
STONE OPENING IN TEMPORARY SILT FENCE
----}--
LIMITS OF GRADING/CONSTRUCTION
TEMPORARY INLET PROTECTION
TEMPORARY ROCK CHECK DAM
oOo��o
TEMPORARY GRAVEL ENTRANCE
OUTLET PROTECTION
®
RIPRAP PLUNGE POOL
PROP. DIVERSION DITCH
PROP. EROSION CONTROL MATTING
PD>
PROP. PERIMETER DIKE
STREAM BUFFER - TOWN OF WAXHAW (NCDEQ)
— — — 30' POST CONSTRUCTION STORMWATER BUFFER
WETLANDS
Know what's below.
Call before you dig.
(D
iiiim !!!I
40 0 20 40 80
SCALE: 1 "=40'
Corp. NC License: F-1320
00
(V
om 4-J fU
a) C:
e
4-1
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r-_l
Project No
Date:
Revisions:
Sheet Title:
17000403.01
1.13.21
EROSION
CONTROL
PLAN - POST
DEVELOPMENT
Sheet No:
C302