NCC211958_MODIFICATION Supporting Documents_20210930

- - - - - - - - - _ _ - - - - _ _ - - - - _ - - - - - - - - - - - - - - - - - - - - . _ - - - - _ - - - - - . - - - - - - - - - - - - - - - - - - - v v - - v - - - - - - - - - - -
{/ EROSION CONTROL AND CONSTRUCTION SEQUENCE
8. CONTRACTOR SHALL CLEAR AND GRUB FOR INSTALLATION OF TEMPORARY SILT FENCE AND TEMPORARY DIVERSION DITCHES TO 13_ CONTRACTOR SHALL BEGIN CLEARING AND GRUBBING OF THE PROPOSED ROADWAY.
1. CONTRACTOR SHALL OBTAIN ERASION CONTROL AND GRADING PERMIT FROM THE CITY OF WINSTON-SALEM. DIVERT SEDIMENT LADEN RUNOFF TO THE TEMPORARY SKIMMER SEDIMENT BASIN.
14- CONTRACTOR SHALL INSTALL PROPOSED CULVERT PIPES, OPEN THROAT DRAINAGE STRUCTURES WITH GRAVEL AND HARDWARE
2. CONTRACTOR, ENGINEER AND WINSTON-SALEM CITY EROSION CONTROL INSPECTOR SHALL HAVE A PRE -CONSTRUCTION 3. CONTRACTOR SHALL INSTALL TEMPORARY CREEK CROSSING WITH TEMPORARY SILT FENCE ALONG BOTH UPSTREAM AND CLOTH INLET PROTECTION AND RIPRAP OUTLET PROTECTION ON THE DOWNSTREAM SIDE OF THE CULVERT.
CONFERENCE 48 HOURS PRIOR TO COMMENCING ANY CONSTRUCTION. DOWNSTREAM SLOPES AS WELL A5 THE INSTALLATION OF THE CULVERT INLET PROTECTION AND RIPRAP OUTLET PROTECTION.AS 1
SHOWN ON THE PLANS,
15, CONTRACTOR SHALL INSTALL TEMPORARY EROSION CONTROL DEVICES (ROCK CHECK DAMS, STRAW WATTLES, ETC.) IN THE
3. CONTRACTOR SHALL INSTALL TEMPORARY CONSTRUCTION ENTRANCE. DRAINAGE DITCHES AT THE END OF EACH WORKDAY TO PREVENT SEDIMENT LADEN WATER FROM LEAVING THE SITE-
10. CONTRACTOR SHALL CALL WINSTON-SALEM CITY EROSION CONTROL INSPECTOR FOR INSPECTION OF THE INSTALLED � L
TEMPORARY EROSION CONTROL MEASURES PRIOR TO BEGINNING CLEARING, GRUBBING AND GRADING WORK FOR THE
/ 4. CONTRACTOR SHALL ONLY CLEAR AND GRUB ENOUGH AREA TO INSTALL TEMPORARY SILT FENCE AT THE DOWNSTREAM SLOPE OF PROPOSED ROAD AND LCID LANDFILL AREA. 16. CONTRACTOR SHALL SEED, MULCH AND MAT THE PROPOSED ROADSIDE DITCH SECTIONS AND INSTALL ROCK CHECK DAMS AND f
l THE TEMPORARY SKIMMER SEDIMENT BASIN_ STRAW WATTLES AS NECESSARY AT THE END OF EACH WORKDAY TO PREVENT SEDIMENT LADEN WATER FROM LEAVING THE SITE. 1
11. CONTRACTOR SHALL REMOVE TREES WITHOUT GRUBBING THE STUMPS WITHIN THE PROPOSED RIGHT OF WAY AND AREAS OF
5. CONTRACTOR SHALL INSTALL TEMPORARY SILT FENCE AT THE DOWNSTREAM SLOPE OF THE TEMPORARY SKIMMER SEDIMENT SCRUB GROWTH. 17. CONTRACTOR SHALL BEGIN INSTALLATION OF PORPOSED 6' DIP WATER LINE.
BASINS.
12. CONTRACTOR SHALL INSTALL TEMPORARY SILT FENCE AS SHOWN ON THE PLANS AS AREAS ARE CLEARED OF TREES PRIOR TO
6. CONTRACTOR SHALL BEGIN EXCAVATION FOR THE TEMPORARY SKIMMER SEDIMENT BASIN. 18. CONTRACTOR SHALL INSTALL CRUSHED AGGREGATE SASE COURSE -
GRUBBING OF THE STUMPS OR GRINDING OF STUMPS IN AREAS OF SCRUB GROWTH.
7. CONTRACTOR SHALL INSTALL SKIMMERS AND BAFFLES AS SHOWN ON THE PLANS. 19. CONTRACTOR SHALL BEGIN PAVING OPERATIONS.
`,✓�/�./�./ti�tl`�/����...J`✓���./ti/��l�I���,✓���,f�/�/�/�../�..f�/�/�1�Jt/�/•.1�.1�1`J�J.1����`✓�.1���✓ti��f�✓,._./�I�.I���I�,/�l�/��./til
PIN# 5885-31-7213 "� �87Q _ 20. CONTRACTOR SMALL SACKFILL SHOULDERS, SEED AND MULCH.
MICHELLE M. PHELPS i
~ ` PIN# 5885-31-3206 �Q DB 3D35 PG 2062 ff
\ MARIDO HOLD B. LLC / !! �8 n P+N# 5885-41-1198 21. CONTRACTOR SHALL REQUEST A FINAL INSPECTION FROM THE WINSTON-SALEM CITY EROSION CONTROL INSPECTOR TO
1 f '- MARION HOLDINGS, LLC_ � J ( DETERMINE IF THE TEMPORARY SKIMMER SEDIMENT BASIN MAY BE REMOVED, SILT EXCAVATED, BACKFILLED, SEEDED AND
B 303e PG 798y� ` MULCHED.
! 15- HDPE
y
\ L r SEDIMENT BASIN SLOPE DRAINS, TYP. ,� - -� _77, PIN# 5885,41aIO2
1160' JOES RfNTAL PROPERTIES. LLC
_ SEE DETAIL SHEET N8$�57'22"E M53. SEE DETAIL SHEET DB 3MB PG 791
PIN# 5985 21 �130 � Cv
JOSS RENTAL PROPERTIES, ILCY O C- ^'
DB303aPG791 /LOCATIO LCID INERT LANDFILL -
r CULVERT INLET
L PROTECTION -
SEE DETAIL SHEET LCID DENUDED ` /
PIN# SOUS-d . ET AL/
\ TD �_�6U . AREA LIMITS E DB 051 PC. 5, A
� DB 3D51 PG 2555 /
TEMPORARY PIPE DIVERSION DITCH
f 1 L
,ry
I�
PIN# 5885-40-
�pJ�1 a
- 5789
A a / , C,,(}MMON OPEN .5, PAGE Q� I _� 3 - REVAB-NAYLOR ,
1 880- p .6 2149 PG 2072, 1
I 532,615.04 SF , 1 / / v
12.23 AC �` 1 g
s�
h C0 1
` \ , S89° .k'4 4'E 182.98' -- - S8r19'T9 E 20.0s'
PIN# 5885-2D 7b43� \ % / y Y G ' ' 1 �11'
EDITH S. 8 PC2 9 \ /
\} DB 1318 PG 229 �i3 l PIN# 5885 a }7b52 HAULIROUTt IfORiCID
1 `-,O �• � �° CONSTRUCTION
LANDkILL, 1 g
ENTRANCE (TYP) -'
BRIAN D. JARED. £T AL.
DB 334J PG 4250 g
CD
1 / �- 8 ` \ 1 �� / •� S84°46'4 " _ flR " EXISTING GRAVEL DRIVE
GA
' STOC LE - - -- 1 E i63.7 _ aLr
f� C ` u AREA
u// '�Up r - 5 r TO BE USED A5
\ ' O \ �J / - -- s-_T _�._ J TEMPORARY HAUL ROUTE
1
N87°57`35"W 2 t 7.44' 1
PIN# 5885-408433 1
JOHN E. QUIGLEY, LT AL. I -
�� DO 2316 PG 2119 -
1�1
S J �i Ep �ry J \ / f- _ - S87 59'13'E 200.07'
11 li 1 p UP-
C'
/ f
O { / I (TYP) 1y l PIN# 5885-4aa.W fff O 1%. 86 SILT FENCE o FRANWN P. WONSAVAGE. FT AL {
` .� �+� 1 DB 3i49 PG 3201
TEMP_ ROCK P[PE j �
INLET PROTECTION19 LIT
SEE DETAIL SHEET
_ _-�. ,. 'r', + k 4 Q
ILT FENCE - F
o I i I OUTLET TYP o
( ) TEMP. CROSSING #2
l SEE DETAIL SHEET) / W
--LIP S RIPRAP APRON T2 J UP r
o UP
PIN# 5885-20-6251 f f (` o f / SEE DETAIL SHEET 1 > 1
WILLIAM A. POTiS ,� - ; _ , i A,. �_ -- -850 DB 2926.PG 1426 0 EXISTING DWELLING °Q
r. 1
'v ? ` TO REMAIN O
o
f/Cb
A8
i;7�� a" / ya
/ Z _sue I / �' - L 14
_ 8 L13
/ / tt PIN# 5885-40"I
1
FUTURE ACCESS FOR LOTS 26A6 �,
f1
J ' rim _, 27 AND APPROXIMATE HOME o i16 .. UP u _ UP
CONTRACTOR TO INSTALL = ,FH
SITE CLEARING FOR LOT 26 { ~- - S88°O8'45"I`251.48' } 1� \ l-r� a/ �.. TEMP. BRIDGE FOR ACCESS`J ( f
I �
O ` 3 - STEEL SECTIONSUn
+a
4' W x 24' L x 10" THK COMMON OPEN SPACE
810_ I 5' f $ 0-za�
\` rn
A TEMP. CROSSING #1 \ 1 r
0 \ SEE DETAIL SHEET -a60 ` TEMP. ROCK PIPE \1 m m ti
8g INLET PROTECTIONI n y +1
\ _ O� �. RIPRAP APRON T1 .r: - SEE DETAIL SHEET
SEE DETAIL SHEET 1 o DENUDED AREA I �,
LIMITS
/ (P �` - CONSTRUCTION
ENTRANCE (TYP) +I
ryp o o -0.16 AC 0.27 AC � � � \ ~ �- � � - ��- -� �_ \��\ / J ..J�
Co UP
69.2
N89°32'20"W 201.28�
_J I 1 059'19, 897.42'
a ,
N
DORIS R_ HOLDER T 1 1 -� ! `�N85'05.43"W 303.29" CID
u / \ P. 580439 4436 PIN# 5994-39-8434 r
�, PIN# 58a4-49 1589 ` V
! MALLORY A. HIPSHER STEPHEN C. BRADLEY, ET AL :`� . 6 1 O
m -� DB 3429 PG 3190 DB 2005 PG 4606 '1 HENDRY S. ROBINSON. ET AL \ HUBBARD� 1 y _cc
INS/FC EROSION CONTROL NOTICE \ DB 18I3 PG 1690(10
ci / STON SALEM. INC. _ Q�
PLANS AP/'0ROVED R CONStRUCTIOIV ' `Is LOT la 8� �n
6
This plan Lmplio *th Chapter C, Akicle 4 - Er�on Co of of
G- f
F the Tow of L isv Ile Unifi d Development Optli4nce. } ` \ \ r � �Q 8�
N printed/set of/the-stamped/approved plans must be kept on the z �l1
m
n�#fuct site
Na No r fow�- Z \ s.✓ sog \_ control measures. GA \
...._
u. ry dbr r
ra
UP
"W 360.07` N88°3206
\FiN88°32'3 'Y
n)vdtthewo 09/22021 10:36:12 AfVr-
-- ---.__ l
# 5 BOWM�A�M, ET AL. � 2 L� -890 GRECiOR
VICINM MAP
NTS
LEGEND
EXISTING TREE LINE
PROPOSED TREE LINE
---
EXISTING PROPERTY LINE
--- - - - -
EXISTING MAJOR CONTOURS
EXISTING MINOR CONTOURS
--- 860
PROPOSED MAJOR CONTOUR
-
PROPOSED MINOR CONTOURS
■w Ie1111111� rrl�
PROPOSED DISTURBED AREA LIMITS
- 7D F
PROPOSED TEMPORARY DIVERSION DITCH
PROPOSED SILT FENCE
Q
PROPOSED SILT OUTLET PROTECTION
mmPROPOSED
CONSTRUCTION ENTRANCE
PROPOSED OUTLET PIPE
PROPOSED OUTLET PROTECTION
PROPOSED COMPOST SOCK (STRAW WATTLE)
PROPOSED ROCK CHECK DAM ZI
TEMPORARY SLOPE DRAIN
GENERAL NOTES: A3
1. ALL LOTS HAVE A MINIMUM WIDTH OF 95%
2_ LOTS 12, 15, 26 & 27 ARE FLAG LOTS AND HAVE 25' WiDE
1
ROAD FRONTAGES-
f
3. EXISTING TREES TO REMAIN OUTSIDE OF THE LIMITS
OF GRADING FOR ROADS.
]
4. LOTS ARE CURRENTLY FULLY WOODED. OTHER THAN
CLEARING FOR ROADS, DWELLING UNITS AND SEPTIC
AREAS AS NEEDED THE LOTS WILL REMAIN WOODED.
J
5. ROADS TO BE DEDICATED TO THE TOWN OF
LEWISVILLE THOURGH PETITION.
6. PHASE I EROSION CONTROL SHOWN ON TIMBERING
PLAN. SEE PLAN AND PROFILES FOR PHASE II EROSION
CONTROL AND DETAILED GRADING INFORMATION.
7. DENUDED AREA FOR ROADWAY 8.46 AC. AND FOR LCID
LANDFILL 1.89 AC., TOTALING 10.35 AC. DENUDED AREA_
8. LCID ALLOWED THROUGH TOWN OF LEWISVILLE UDO.
r
9. THE TEMPORARY BRIDGE WILL CONSIST OF 3 - 4' WIDE
X 24' LONG X 10" THICK STEEL PLATES_ THESE PLATES
WILL SPAN OVER THE TOP OF THE EMBANKMENT FOR
THE DRAINAGE CHANNEL FROM THE EXISTING
UPSTREAM DAM.
1
0�A9
LIMITS OF DISTURBANCE:
ROADWAY LIMITS OF DISTURBANCE: 12.11 AC.
LCID LANDFILL: 1-89 AC.
TOTAL 14.00 AC.
GRAPHIC SCALE
100 0 50 100 200
( IN FEET )
1 inch = 100 ft-
KENNERLY
ENGINEERING & DESIGN. INC.
12133 N. HWY 150, STE, F
Winston-Salem, NC 27127
PH- 336.775,2118 FAX:336,764,0797
NORTH CAROLINA LICENSE NO. C-3900
T
o
Z
Z
W
CV
Q
>
0
�
V
Q
QU
J
Li0
LLJ
CO
C0
�
0
Q
�
W
�
3:
QOZ
t)OC[t
_..Ii-_1
Z
Ld
z
W?Z
W
Ir
m
I�
co
N
Z
a
N
m�
J
J
J
U
e]Qlzl�l��lo
4
O
OO
Q
N
N
d
O
to
c\.I
rip
0
0
\\
N
N
N
o
1
M
\
CO
00
0
L
(0
0
W
m
O
O
0
Q
Q
00
CD
LLd
M
W
M
W
2
W
M
W
M
W
M
3
a
3:
3:
3:
3:
�9__
LiJ
>
w
0'
La
>
w
w
_W
LJ
>
W
>
W
>
La
Ir
�
�
�
cc
�
�
U
C3
Q
O
U
U
CJ
U
1,����w�
45
0.
M
M
d
0-
0-
IL
Q.
CL
CL
V
0
0
D
0
L�iJ
LiJ
w
w
w
w
w
w
w
Q
OE
0'
of
IY
i t
of
or
E
6
Technician:
Designer:
LKH
TSK
Project No:
Checked by.
18-027
NLK
Drawing Name:
EROSION
CONTROL PLAN
PHASE
Drawing Reference:
18-027 - PH 1 EC PLAN
Date:
Drawing Number.
12/18/2019
C-300