20110251 Ver 1_Site Plan_20110408

Strickland, Bev
From: Jason Marshall [[e-mail]]
Sent: Friday, April 08, 2011 10:14 AM
To: Strickland, Bev
Subject: RE: Subject: W-S and Kernersville Stream Restoration DWQ# 11-0251
Beverly,
Sorry it took so long to get these posted. We have been working on some minor revisions to add structural data and
details and have now dated the plans for April 2011. Nothing changed that would affect the work areas and impacts for
the PCN. You can download the PDF files using the information below. Let me know if you have any questions.
Username: 05466WS
Password: streambanks
End Date: 12/31/2011
Contact Person: [e-mail]
Notes:
Client Link: ftp:H05466 WS: stream banksCaD-ftp.mckimcreed.com
Thanks,
Jason E. Marshall
From: Strickland, Bev [mailto:[e-mail]]
Sent: Tuesday, March 22, 2011 11:38 AM
To: Jason Marshall
Subject: RE: Subject: W-S and Kernersville Stream Restoration DWQ# 11-0251
Mr. Jason,
Sorry about the message. We were having problem with the voicemail and we lost some.
If the plans have been signed, then I need an electronic copy of the signed plans. If they are in the planning stage,
then that is not necessary.
As for the format. Just send them in pdf and I can fix the rest. We are trying to move to electronic storage so I am
requesting the large plans be sent on a cd.
Thanks for all your help.
Beverly Strickland, Administrative Officer
Division of Water Quality - Program Development
N.C. Department of Environment and Natural Resources
Mail Service Center 1650, Raleigh, NC 27699-1650
Plione# 919-807-6350
Email Address: [e-mail]
Main Line # [phone]
Fax Luce # [phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records lace and may be disclosed to third patties.
From: Jason Marshall [)Marsha [e-mail]]
Sent: Tuesday, March 22, 20119:52 AM
To: Strickland, Bev
Subject: Subject: W-S and Kernersville Stream Restoration DWQ# 11-0251
Beverly,
I left a message with you last week about your request below. We can scan our plans to TIFF at 300 dpi but I'm not sure if
it's format 4. How firm are these requirements and is this now required for all PCN applications sent to DWQ? Do you also
want them signed and sealed by a PE?
Thanks,
Jason Marshall
Civil Designer
McIQM&CREED
1 Ii1t"t RS SUR,,
8020 Tower Point Drive
Charlotte, NC 28227
704.841.2588
704.841.2567 fax
704.575.2214 mobile
http://www.mckimcreed.com
Follow us on:
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A Please consider the environment before printing this e-mail.
To send me a file larger than LOMB please click here
-----Original Message-----
From: Strickland, Bev <[e-mail]>
To: Mike Osborne
Sent: Wed Mar 16 13:16:56 2011
Subject: W-S and Kernersville Stream Restoration DWQ# 11-0251
Mr. Michael,
Please provide a data CD or ftp site with a full size version of the signed plans in TIF Group 4 format (black and white
300dpi, not grayscale or color) for the project listed above. If the plans are too large to store in TIF format, they can be
stored in PDF.
Beverly Strickland
Division of Water Quality - Program Development
N.C. Department of Environment and Natural Resources
Mailing Address - 1650 Mail Service Center, Raleigh, NC 27699-1650
Physical Address - 9th Floor Archdale, 312 North Salisbury St., Raleigh, NC 27604
[phone] [e-mail]
This e-mail and any files transmitted with it are confidential
and intended solely for the use of the individual or entity to
whom they are addressed. If you have received this e-mail in
error please notify the system manager. Please note that any
views or opinions presented in this e-mail are solely those of
the author and do not necessarily represent those of the
company. Finally, the recipient should check this e-mail and
any attachments for the presence of viruses. The company
accepts no liability for any damage caused by any virus
transmitted by this e-mail.
This e-mail and any files transmitted with it are confidential
and intended solely for the use of the individual or entity to
whom they are addressed. If you have received this e-mail in
error please notify the system manager. Please note that any
views or opinions presented in this e-mail are solely those of
the author and do not necessarily represent those of the
company. Finally, the recipient should check this e-mail and
any attachments for the presence of viruses. The company
accepts no liability for any damage caused by any virus
transmitted by this e-mail.
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C1 SITE 1: MILLER PARK W
PROP LOG VANE " C2 SITE 1: MILLER PARK J J
C3 SITE 2: WEATHER WOOD APARTMENTS Q
PROP STONE TOE 20 U~' ROe~Ny ~o ~5E OOp ~ COL
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GENERAL NOTES: ~ ~ ~/S ~ Tq ~ C8 SITE 4: WASHINGTON PARK m
D 1. THE CONTRACTOR IS RESPONSIBLE FOR MARKING AND AVOIDING UTILITIES. UTILITIES SHALL BE MARKED IN THE FIELD PRIOR TO Q 1 M I LLER PARK ~ _ ~ ~ _ ~ C9 SITE 18: INDUSTRIAL DRIVE SITE 1 ~
THE ON-SITE PRECONSTRUCTION MEETING. CONTACT: CAROLINA ONE CALL OR THE INDIVIDUAL UTILITY PROVIDERS I.E. ~ _ ~ D D ~ z ~2t C10 SITE 18: INDUSTRIAL DRIVE SITE 1 (n
WINSTON-SALEM/FORSYTH COUNTY CITYlCOUNTY UTILITIES, DUKE ENERGY, PIEDMONT NATURAL GAS, AT&T, TIME WARNER, ETC. ~ D ~ z r 2. THE CONTRACTOR IS RESPONSIBLE FOR CREATING AND MAINTAINING A SAFE AND APPROPRIATE TRAFFIC SAFETY PLAN. FIRST ~
3. FEMA REFERENCE: SITE 1, FEMA MAP #3710682500J; SITE 2, FEMA MAP #3710682400J; SITR 18, FEMA MAP #3710683700J. Sj r C11 SITE 18: INDUSTRIAL DRIVE SITE 2 ~
4. TOPOGRAPHY AND SURFACE UTILITIES SHOWN HEREIN ARE BASED ON A SURVEY BY ALLIED ASSOCIATES, P.A. AND 427 Q C11A SITE 18: INDUSTRIAL DRIVE SITE 3
WINSTON-SALEM GEOGRAPHIC INFORMATION SYSTEMS MAPS. ALL DATA BASED ON NC GRID NAD 83 AND VERTICAL DATUM IS QR
NAVD 88. ~ ~RF o 5. WETLANDS SHOWN HEREIN ARE DETERMINED BASED ON ONSITE REVIEW ON AUGUST 31, 2010 BY MCKIM & CREED, P.A. THEY HAVE 5 m ~ ~ y ` ~ C12 SITE 17: TUKWILA COURT o
NOT BEEN SURVEYED. WATER'S OF THE US FOR ALL SITE LOCATIONS ARE ASSUMED AS TOP OF STREAM BANK. Q W W ~ C13 SEWER & STREAM PLANTING DETAILS
6. THESE PLANS WERE PREPARED WITH THE FIELD INFORMATION AT THE TIME OF PROJECT SURVEY. IT IS POSSIBLE THAT FIELD k~ ro ~ ~ ~ N
CONDITIONS AT THE TIME OF CONSTRUCTION VARY FROM THESE PLANS AND IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY 421 0 ~ ~ ~ FIELD CONDITIONS SUCH AS ELEVATIONS, DEPTHS, ETC., PRIOR TO PROCEEDING WITH WORK. ~ o a . D ~ C14 EROSION CONTROL DETAILS z M
7. SPECIFIED ANDlOR PROPRIETARY PRODUCTS SHOWN HEREIN MAY BE SUBJECT TO SUBSTITUTION WITH OTHER PRODUCTS OF ~ m ~ C15 STREAM DETAILS 00
~ ~tiE EQUAL OR SUPERIOR FUNCTION AS RECOMMENDED BY THE CONTRACTOR SUBJECT TO WRITTEN REVIEW AND APPROVAL OF THE ~ .Q (LAS CR EK ~ ~ C16 STREAM DETAILS ~
DESIGN ENGINEER. WHEN THE CONTRACTOR USES PROPRIETARY PRODUCTS, IT IS THE CONTRACTOR'S RESPONSIBILITY TO W TU KWI LA CT 17 0 p ~
VERIFY WITH THE SUPPLIERIMANUFACTURER THAT THEIR PRODUCT WILL FUNCTION PER THE DESIGN OR THE GIVEN FIELD ~ 5 CONDITIONS. THE DESIGN ENGINEER SHOULD BE NOTIFIED IMMEDIATELY IF ANY DEVIATIONS FROM EXISTING FIELD CONDITIONS ~ /`4p ~ '
EXIST WHICH MAY AFFECT PRODUCT FUNCTION. ~ ~ m
8. THE AVERAGE ESTIMATED DRY WEATHER BASE FLOW FOR THIS PROJECT WAS ESTIMATED FOR PUMP AROUND PURPOSES: SITE 1 ~ o ~
= 0.12 CFS, SITE 2 = 55.79 CFS, SITE 3 =1.51 CFS, SITE 4 = 44.7 CFS, SITE 17 = 0.23 CFS, SITE 18 = 0.70 CFS. THIS INFORMATION IS ~ ~ , ~ cREE~ W o~ ` ~ W PROVIDED FOR CONCEPTUAL USE BY THE CONTRACTOR BUT SHOULD NOT BE CONSIDERED BINDING TO THIS DESIGN AS DISTANT W B~RKE m SP1~ ~ Q
STORM EVENTS, WEATHER PATTERNS, GROUNDWATER DISCHARGE, UPSTREAM MAN-INDUCED RELEASES, SNOW MELT, ARE M1~L v hry z
INCALCULABLE FACTORS WHICH CAN INCREASE OR DECREASE DRY WEATHER FLOW. THE CONTRACTOR IS RESPONSIBLE TO 0 ~
CARRY OUT A SITE RECONNAISSANCE TO DETERMINE THE SIZE AND NUMBER OF PUMPS HElSHE WILL NEED TO SUCCESSFULLY W 1 ~ Phase 1 Summary of Environmental Impacts V
COMPLETE THIS PROJECT. W 9. ALL QUANTITIES SHOWN HEREIN ARE ESTIMATES ONLY. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING QUANTITIES ~ ~ Existing Proposed W
THROUGHAFIELDVISITANDHISlHEROWNOUANTITYTAKE-OFFS. 3 SALEM CREEK ~ Impacts to Temporary Permanent Stream Stream ~
10. SOILS UNDERLYING THE STREAMWORK FOR EACH SITE ARE LISTED BELOW. Limits of Waters of Impacts to Impacts to Length Length ~
SITE 1: FAIRVIEW SANDY CLAY LOAM AWELL DRAINED MODERATELY PERMEABLE SOIL FOUND IN THE PIEDMONT UPLANDS F~ Site No. Site Name Disturbance the US Wetlands Wetlands Impacted Generated d
SITE 2: CODORUS SILT LOAM, MODERATELY WELL DRAINED AND SOMEWHAT POORLY DRAINED FLOODPLAIN SOIL WHICH HAS ~P 2 WEATHER WOOD APTS. BEEN IDENTIFIED AS A HYDRIC SOIL PER THE NORTH CAROLINA HYDRIC SOILS LIST. sf sf sf sf If If
SITE 3: CODORUS SILT LOAM, MODERATELY WELL DRAINED AND SOMEWHAT POORLY DRAINED FLOODPLAIN SO WHICH HAS BEEN 4 WASH I NGTON PARK IDENTIFIED AS A HYDRIC SOIL PER THE NORTH CAROLINA HYDRIC SOILS LIST. 'ARK 1 Miller Park 28,193 5,410 0 0 182 182 2 Weather Wood 117,303 32,577 4,678 0 290 290
3 Salem Creek 52,794 5,971 0 0 150
SITE 4: CODORUS AND DAN RIVER FINE LOAM, WELL DRAINED, MODERATELY PERMEABLE SOIL FOUND IN THE PIEDMONT FLOOD PLAIN VALLEYS WHICH HAVE BEEN IDENTIFIED AS HYDRIC SOILS PER THE NORTH CAROLINA HYDRIC SOILS LIST. 4 Washington Park 32,269 13,690 0 0 167
SITE 17: CODORUS SILT LOAM AND SILOAM FINE SANDY LOAM, WELL DRAINED, MODERATELY SLOW PERMEABILITY WITH 17 Tukwila 14,829 2,378 0 0 132 L1J
SHALLOW SOFT BEDROCK. 18 Industrial Drive 11,045 6,331 0 0 180 ~
SITE 18: CODURUS SILT LOAM, A MODERATELY WELL DRAINED TO SOMEWHAT POORLY DRAINED FLOODPLAIN SOIL WHICH HAS Total 256,433 66,357 4,678 0 1,101 472 W
BEEN IDENTIFIED AS A HYDRIC SOIL PER THE NORTH CAROLINA HYDRIC SOILS LIST.
11. SITE 1, 2, 3, AND 18 WERE SURVEYED BY ALLIED ASSOCIATES, P.A. (C-2198), 4720 KESTER MILL RD., WINSTON-SALEM, NC, (336)
765-2377. DATA PROVIDED INCLUDED TOPOGRAPHY, PHYSICAL LOCATION OF STRUCTURES, EASEMENTS, AND PROPERTY LINES
WITHIN THE IMMEDIATE IMPAIRMENT AREAS. ADDITIONAL DATA WAS COMPILED FROM WINTION-SALEM GIS, TAX MAP DRAWINGS, Q
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12. SITE 4, AND 17'S DATA WAS COMPILED FROM WINSTION-SALEM GIS, TAX MAP DRAWINGS, ASBUILTS, AERIAL IMAGES, AND SITE VISITS. PHYSICAL LOCATION IN FIELD MAY VARY FROM PLAN. CONTRACTOR SHALL LOCATE AND VERIFY EXISTING UTILITIES W
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Courtne Driver, PE, Pro'ect Mana er
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NOTES:
1. SHALLOW FOUNDATION DESIGN SHOWN ON THIS DETAIL IS
BASED ON THE FOLLOWING PARAMETERS:
• CONCRETE TO BE IN ACCORDANCE WITH ACI 318
• ALLOWABLE SOIL BEARING CAPACITY = 2000 PSF
• CONCRETE COMPRESSIVE STRENGTH = 4000 PSI
• REINFORCING STEEL ASTM A 615, GRADE 60
• REINFORCING PLACEMENT TO BE IN ACCORDANCE
WITH THE ACI DETAILING MANUAL, LATEST EDITION.
• MAXIMUM STREAM VELOCITY = 10 FT/SEC
IF FIELD CONDITIONS REQUIRE ANY DEVIATION FROM THESE
PARAMETERS, THE FOUNDATION DESIGN SHALL BE REVIEWED
BY THE ENGINEER.
2. IF SUBGRADE AT LOCATION OF SUPPORTS IS DEEMED UNABLE
TO WITHSTAND 2000 PSF BEARING PRESSURE, A PILE
SUPPORTED FOUNDATION SHALL BE UTILIZED PER ENGINEER.
3. FOUNDATION PREPARATION SHALL BE IN ACCORDANCE WITH
GEOTECHNICAL ENGINEERING REPORT PREPARED BY TERRACON
DATED FEBRUARY 16, 2011, PROJECT No. 71115006.
4. BACKFILL OF FOOTING SHALL BE IN ACCORDANCE WITH DETAIL
TO PROVIDE RIP RAP PER STONE SIZE CHART ON SHEET C15
AND FILTER CLOTH.
5. IF ROCK IS ENCOUNTERED THE FOOTING MAY BE POURED ON
BED ROCK IN ACCORDANCE WITH "PIER FOOTING ON ROCK"
DETAIL ON SHEET C6 EXCEPT THAT A MAXIMUM OF FOUR
DOWELS SHALL BE USED.
PHASE 1 - WINSTON-SALEM
RESTORATION
SITE #1 - MILLER PARK
SECTION, PROFILE, AND PLANTING PLAN
20' 0 20' 40'
SCALE: 1"=20' (Horiz.)
IF
DATE:
-01
APRIL 2011
intwn-Saleen
5466-0003
J
NOTES:
1. SHALLOW FOUNDATION DESIGN SHOWN ON THIS DETAIL IS
BASED ON THE FOLLOWING PARAMETERS:
• CONCRETE TO BE IN ACCORDANCE WITH ACI 318
• ALLOWABLE SOIL BEARING CAPACITY = 2000 PSF
• CONCRETE COMPRESSIVE STRENGTH = 4000 PSI
• REINFORCING STEEL ASTM A 615, GRADE 60
• REINFORCING PLACEMENT TO BE IN ACCORDANCE
WITH THE ACI DETAILING MANUAL, LATEST EDITION.
• MAXIMUM STREAM VELOCITY = 10 FT/SEC
IF FIELD CONDITIONS REQUIRE ANY DEVIATION FROM THESE
PARAMETERS, THE FOUNDATION DESIGN SHALL BE REVIEWED
BY THE ENGINEER.
2. IF SUBGRADE AT LOCATION OF SUPPORTS IS DEEMED UNABLE
TO WITHSTAND 2000 PSF BEARING PRESSURE, A PILE
SUPPORTED FOUNDATION SHALL BE UTILIZED PER ENGINEER.
3. FOUNDATION PREPARATION SHALL BE IN ACCORDANCE WITH
GEOTECHNICAL ENGINEERING REPORT PREPARED BY TERRACON
DATED FEBRUARY 16, 2011, PROJECT No. 71115006.
4. BACKFILL OF FOOTING SHALL BE IN ACCORDANCE WITH DETAIL
TO PROVIDE RIP RAP PER STONE SIZE CHART ON SHEET C15
AND FILTER CLOTH.
5. IF ROCK IS ENCOUNTERED THE FOOTING MAY BE POURED ON
BED ROCK IN ACCORDANCE WITH "PIER FOOTING ON ROCK"
DETAIL ON SHEET C6 EXCEPT THAT A MAXIMUM OF FOUR
DOWELS SHALL BE USED.
PHASE 1 - WINSTON-SALEM
RESTORATION
SITE #1 - MILLER PARK
SECTION, PROFILE, AND PLANTING PLAN
20' 0 20' 40'
SCALE: 1"=20' (Horiz.)
IF
DATE:
-01
APRIL 2011
MCE PROJ. #
5466-0003
DRAWN
JEM
DESIGNED
KAB
CHECKED
TCS
PROJ. MGR.
JMO
SCALE M&C FILE NUMBER
CN701
HORIZONTAL: DRAWING NUMBER
1IN=20 FT
VERTICAL: C2
3 OF 17
STATUS: REVISION
,1009 PRELIMINARY DESIGN

g s.
MILE M RKER 192 ~ = " g - - - _ FAIRFIELD DR. g L.. _ ~
m a _ Z ACCESS FROM FAIRFIELD DR. APPROXIMATELY >JS
- a. 320 LF ACROSS 1-40 RIW UNDER BRIDGE #486 ~F~
am mma M 2 ~ a FR ~ ~ ~ ~ AND #487 ALONG EXISTING DIRT ROAD J5
0 0 ~ N~,~, ~ ® - J m- 9
_ s_ : ~ ~ -
~ ~ CONSTRUCTION ENTRANC ~ ~ , ~ JOHN A. SHELTON
SEE DET SHEET C14 _ ~ ( ~ ) DB 2084, PG. 3502 ACCESS INSTALL SI FENCE ` 6824-44-7234 . ~
m m..m ~ - - m a At0~t6 C EK SIDE ` _
OF ACC ROAD ` _.i ~ ~ s ~w ~ ~o ~
n ~ \ 0 ~ ~ ~ e:, ~ ~,Q' ss n; ~ o 0~
a ~ a ~1 ~ _ /
~ ~ ~ - a _ SSMH ~ 5 ggg n. D
~ ~ ~ ~ m=~ RIM = 739.16' ~F a ~ ~ . 0 0.37 MILES TO EXIT 192
BRIDGE #4 3~ ~ R m / ~ 0.70 MILES TO HIGHWAY 150 ~5
o ~ " ~ o ~ L ~ r., ~ :_(AR p SS -a - - . m ~ ss CSSMH BRIDGE #4 6 , ~ ~ ~ ~~n., mss ~FCT -C RIM = 735.36
36e' gg-- / - (PETERS CREEK PARKWAY)
~ ~ ~ ~r~.\ ~ m = .rC ss .J s _ .J~ ~ ~
a y.C a . ~IUETLANDS ~ G' rr~(,. 8
1 ~ ~ ssr 'r , ~ ti~ ~ SITE \ \ r r `r,r..r~.~`~ r r`r~ rrr,r. C r ~~J ti ~ - _ / J~ /
~ SANDBAG DIVERSION - ~
~ ~s 4 =~.J o ~ s - 2 ,.J ~ F F \ ~ SSMH ~ . J 5 a F 5
~'o G ~ ss J -
o S' ~ ~ _ RIM = 738.89 J.~ 5 J O J..J,J.J,J,J..J.J..J•.J.g-
N ~ J ~•J:J~J'v ~ ~ ~ / Q
~ J:y ~ a 1
~ ~ ~ ~J.J~J \ ~ ~ aa¢ =m .
J .gyp P ~ ~ J5
\ P ~ (n ~ ~ _ /Q ~
a= < f . - - ~ /
< ~ . ~ BASEFLOW BYPASS PUMPING av _ g ~ ~ m :e ~ a m
~ ~ ~ SEE DETAIL SHEET C14 ~ ( ) i ~ a m -a, J5 .ea
4 ? o A P - o~ ~F
~ _ ? ~ TPF®.......~ o a- m
~ ~ INSTALL SI T ~o - ~ ~ ~ ~
ALONG CRE K - . ~ _ m _ ~
OF ACCESS o ` ~ ~ TP ~ S SF © ~ A SF S ~ J
1 ACCESS s9 ~ U$ ~ ~,P o < US ~ p P ~P v
Q ® F ~ ~ ~ .t ~ a c ~ 00 CONSTRUCTION ENTRANC .gyp 'Li , a
~ SEE DETAIL SHEET C14 ~ ~ ~
~ T ~ SCALE.1 300 ~i- ~ ~ ~ ~ ~
: ~ p0 ~ ~ 3.5:1 3.5:1 _ ~ f ~j' ~O
~ ~ ~ ~ , ~
e ~ ~ ~ ~ ~ ~ _ _ _ .
n. ~ L~ ~ J ~ ~2f ~ Np ..g'
S ` - ~ 725 e ~ C bs,~ - a. 7 a ~ ANC £ ~ ~ }
~a® , ~a~ N~~S
~ ~ • ~ SANDBAG DIVERSION ~ ~ ~ , EXTEND 12 DIA. DIP BLOW-OFF PIPI --a a . o - ~ -o - :6 n; - N-OFF PIPING ~ ~ ~ ~~~TY ~ ~G
o SEE DETAIL SHEET C14 ~ - s-~ T TLET AT T NE T E - - ~ - \ o ~ 0 OU S 0 0 m
®a e e S ~ SEE DETAIL NEXT SHEET
~ \ ( ) ._m _
~ ~ v~ _ ~ ~ ~ STONE TOE (SEE DETAIL SHEET AIL SHEET C16) ~-e ~r ~ ~ -9
of ~ , o < ~ a 0 2
G ~ ,-1 of ~ ~ - + - - ~ m S ~ - m _ a ' ~o
a ~ ~ J ~ x>
y 1 ~ ~ ENCAPSULATED FILL )FILL / ~ G~
\ m ~ - ~ ( ) -aa EXISTING BROKEN CONCRETE SEE DETAIL SHEET C16 , fa IEET C16) ~ x~
a ~ ~ na S TO BE REMOVED h ~ F ~ 1:1 ~ ~ i ~ ~ S .
~ ~ ~ SF ~ ~
_ n. - ~ . ,h
r1; . n: (/S , i 0
~ ~ ~ ~ ABANDONED DlP FM ) ~ ~ G
;~5 ~ 20
r SF US ~ ~ US \ + . 4~ I
U US ~ N ; _ of _ ~ ~ 1~ ~ ~ 11
~ S ~ \ . ~ ~ 2
'1. li] ~ 1'~ ~ a =.a - ~ m. ~ ~ ~ r ~ ~ . ~ x ) i ~
.m®. 0 n~ F k
n. ~ r .
L n: _@ - , o
SF v.....;\a =na F =asa EROSION CONTRO V CONTROL MATTING )
-m
-a ® 2:1 A' (SEE DETAIL SHEE' TAIL SHEET C16) o° ,_1~ ~ o~
_ ~ ~ 9m m of 6 1 J
..m 5F ~ am n~ rte, ~ a r~- B o
-e -mmmm \
am -m - a n.. EXTEND EX. DIP BLOW-OFF #42 GATE VALVE i of ~ ~
ma m a, n fe am n, PIPE WI VALVE BOX AND CONC. PAD ~ ` m
m .mm ~ m a m m :m m
-am TO NEW SURFACE GRADE (730.0) mam a -m ~ m I r
of _m ®,g sm /
mma as a-IDg '1 4`''0. ~ ~ m m~ --a. ~ ~
m~= ~ EX. ACCESS MANHOLE AND 30 DIA. GATE VALVE o ~ T --seas yd,~ ~ ~ ~ ~ ~ ~ ~ CE ~ ~ 1 p~,
a a o 1 ~ m F- a =m -mm am, a
m mm -mm -a ~ ~ \ , ~ 9 ~ ~ ~QF
a. m 1 m ~ -m mm g.. ~ ~g mmg o ~ , ~p ~ ~ Q ~ r r rr ~
F `yd o,,,J't' ~ ~ r ~ Q 1 , C ~C'r ~ ~ ~r.r~`~
_ m m ~ m - .m ,i.C(\ ~
_ HH .r~- ~ -.a GEORGE J. & ELIZABETH M. l/LAS1S -m m O
m mm ama a m® of o~ ? r r ' -m DB 1028 PG. 10 ~ se m :.m \ ~
- .mmm gg' ~ -m ~ 6824-44-5328 a. -a ~ 00-YEAR FLOOD LINE n ~ o~ \ -e
-m as =mm ~ -;m ~ d e a ~ ~0 0 `
a ~ ~ . ~PF ~ ~ e 00 s
-a - F ma_ r r F m, .m-
=m , r o m- -me -a ~ r o s~ a ~ , _v1 T~ C ~ ,
-sa ~ , _ r ~ ~ sy o ay --ma maa gg.~. ~ ~ p0 r r ' mm of F r : 0
~ m ~ .=a =g =m . r g s ~ , r ~ . r

yam a -a a _m ~:a `r o 6 a, mm e ~:e 0
a a _ a - a 0
a a- Q 0 n ~
- - a 2 ~ ~ ~ ~1 R ~ °t ~ ~ ~
0 is m a ~ _ --n e
_ -n 0 ~ r `
~ a \ ag: q --m. na - :mm s '
0 m ~ ~y `SCALE: 1"= 0' (Horiz.)
SEAL SEAL DATE: APRIL 2011 SCALE M&C FILE NUMBER
MCE PROJ. # 5466-0003 CN701
PHASE 1 - WINSTON-SALEM DRAWN JEM HORIZONTAL: DRAIMNGNUMBER
~ ~ ~ 1~lirae~atirti_Cs~la~evt ~ Fir cam + Fnr°~rsth C_~a e~trs
A. / i A. iii V A. ?/i W~Ii/ w s ...y r wvre r -wraw ..r.. .
8020 Tower Point Drive RESTORATION DESIGNED TCS N = zu 1- 1 VERTICAL: C3 CHECKED J* Uxi dies SITE 2 - WEATHER WOOD APTS. PROJ. MGR. JMO 4 „
Charlotte, North Carolina 28227 CRY/County
Phone: [phone], Fax: [phone]
AA0002667 EB0006691 Water s Sewer ® Solid 1J Solid Waste Disposal SEDIMENT & EROSION CONTROL PLAN 1100% TATUS: REVISION
REV.NO. DESCRIP110NS DATE License No. C-0342
www.mckimcreed.com REMSIONS PRELIMINARY DESIGN

EXTEND EX. DIP BLOW-OFF #42 GATE VALVE
PIPE W! VALVE BOX AND CONC. PAD
TO NEW SURFACE GRADE (730.0) FACE BLOW-OFF OUTLET
~ DOWNSTREAM
~ ~ ~ \ / / ' o
12 DI MJ 45 BEND ~ / /
/ / / ~ / /
e _ J
EX. 12" GV ' m
\ ~ ~ \ \ yJ.J.J.JJ ,J.JJv / ~ ~
STONE TOE ~ \ \ J J\ J J J JJ.J J.J \ '
J
- - MPA TED 7 T NE BEDDIN ZONE 1(LIVE STAKE) PLANTING SCHEDULE: CO C #5 S 0 G \ = 1 ~ .J ~
Site 02: Weather Wood Apts. a ~ a: ,
~ .a=
Percent Planted o Common Name Scientific Name Wetland Indicator Status Approx. No. Notes a. ~ o ~ ~ ~
12 DI MJ 45 BEND by Species ~ g; m
Serviceberry Amelanchiercanadensis FAC 30% 160 plantfrom midslopetotopofslope CONNECT 12 FLG W/RETAINER GLAND TO EXISTING OUTLET Uburnum Viburnum dentatum FAC 30% ~topofslope \ TFF + A i ~ a
160 plantfrom midslopetotopofslope EX. 72"DIA. BLOW-OFF Elderberr Sambucus canadensis FAC W- 20% ~topofslope ` L i p0 / ~ r-
p ALL JOINTS y 110 plant mid slope to bottom of slope om of slope ~ _ ~ - ~~j \ ~ ~ /
EX. 36 DIA. RAW WATERLINE Sdkydogwood Cornus amomum FAC W+ 15% 80 plant mid slope to bottom of slope SHALL BE RESTRAINED om of slope ~ \ ~ ~/S ~ / 6=
Buttonbush Cephalanthusoccidentalis OBL 5% 30 plantatwater's edge
Livestake Total 540 \
LIV E STAKES TO BE PLANTED FROM BOTTOM OF ACTIVE CHANNEL TO TOP OF BANKFULL BENCH, NOT ON BENCH. ~ ~
r ~ ~ ~
NOTE: EXISTING BLOW-OFF CONFIGURATION MAY DIFFER FROM , tv~~~~~ ~ ~ ~ ~
PROPOSED DESIGN. E.G.12" BLOWOFF MAY NOT BE A TANGENTIAL ZONE 2 PLANTING SCHEDULE: SITE #2, WEATHERWOOD APTS
OUTLET. CONSULT WITH ENGINEER IF ADJUSTMENT IS NECESSARY. Percent Planted Common Name Scientific Name Wetland Indicator Status Container Size Approx. No. i~, No. ~F.
SOME EX.12"DIA. BLOW-OFF PIPE MAY REQUIRE REMOVAL. by species ~ _ ~ / ,
Trees -Spaced 15 feet on center (one inch caliper):
River birch Betulanigra FACW 10% 1incaliper 0 ~ ~ ~ STABILIZE AREAS DISTURBED WITHIN _
Green ash Fraxinuspennsylvanica FACW 15% 1 in caliper 1 n, ~ ~ ~ ~ ROW WITH SEEDING AND STRAW, SEE
BL W- FF R E TI N Sycamore Platanusoccidentalis FACW- 15% 1incaliper 1
Swamp chestnut oak Quercus michauxii FAC W- 10% 1 in caliper 0 = ~ -a ~ ~ ~ ~ - SHEET C13 FOR ACCEPTABLE SEED ~ ~ ~
Black gum Nyssa sylvatica FAC 10% 1 in caliper 0 r-- MIXES.
Red Maple Acerrubrum FAC 15% 1 in caliper 1 i®
Virginia pine Pinus virginiana FAC 10% 1 in caliper 0 \ ZONE 1 \
Beauty berry Callicarpa americans FAC U- 15% 1 in caliper 1 o ¢ ~ ~ . \ m
Tree Total 4 - ® .m ~ a
Shrubs -Spaced 5 feet on center: mm -
Tag alder Alnus serrulata FAC W+ 25% 1 gallon 11 ii: ~ .mm ~ ~ ZONE3 ~
Wnterberry Ilexverticillata FACW 25% 1 gallon 11 m m
Southern wax-myrtle Myrica ceritera FAC+ 10% 1 gallon 4 • ~ -
736 Blue Huckleberry Gayussacia frondosa FAC 25% 1 gallon 11 J`'
Paw-Paw Asiminafriloba FAC 15% 1 gallon 6
Shrub Total 17
S 1 v ~ ~ i~5 \ V ~ l~S ~ + ~ SIG
ZONE 3 PLANTING SCHEDULE: SITE #2, WEATHERWOOD APTS ~1i-. U,, !y t~l
Percent Planted by
Common Name Scientific Name Wetland Indicator Status Container Size Approx. No. Species ~ ~ ~
Trees -Spaced 20 feet on center (one inch caliper):
ADDITIONAL COIR MATTING '
OVER ALL FILL Red Maple Acerrubrum FAC 1o°i° 1 in capper o 732 Loblolly pine Pinus taeda FAC 25% 1 in caliper 1 i' ~ _ ~ \ a , L.~
Tulip poplar Liriodendron tulipifera FAC 10% 1 in caliper 0 gym.
Ironwood Carpinus caroliniana FAC 10% 1 in caliper 0 ~ ~
Southern red oak Quercus falcata FAC U- 10% 1 in caliper 0 . A '
Black cherry Prunusserotina FACU 15% 1 incaliper 0
Eastern redbud Cercis canadensis FACU 10% 1 in caliper 0
Flowenn do wood Cornusflonda FACU 10% g g 1 in caliper 0
~ PROPOSED GRO ND Tree Total 1 ~`~J' m ~ t
Shrubs -Spaced 10 feet on center: ~ '
Wax myrtle Myrica ceritera FAC+ 10% 1 gallon 1
t m m - e o~ ~ , e ~ ,
728 EXISTING G OUND Southern arrowwood Viburnum dentatum FAC 25% 1 gallon 3 American beautyberry Callicarpa americans FAC U- 25% 1 gallon 3 a _ ~ a a
1:1 Wild hydrangea Hydrangea arborescens FACU 25% 1 gallon 3 g ~ - -
3.5:~ SELECT FILL Red Elderberry Sambucusracemosa FACU 15% 1 gallon 2 / ~ yak _ ~ ,~Q
Shrub Total 8
STREAM PLANTING LEGEND
MATCH EX. GRADE
~ ~ PLANTING ZONE #1 = 657 SF
~ , ZONE 1: 1 ENCAPSULATED ZONE 3: EDGE OF WATER ZONE 3:
X24 m
~ ~ FILL LAYERS BACK OF BANKFULL TO TOP OF BACK OF BANKFULL ~ BENCH TO TIE IN BANKFULL BENCH BENCH TO TIE IN
~ ~ SEE DETAIL SHEET C16 WITH EXISTING ~ WITH EXISTING c. ( ) IF PRESENT PLANTING ZONE #2 = 1,381 SF
m GRADE GRADE n
y~ ~Z ZONE 4: ZONE 2: Z0~ zoNE4: PLANTING ZONE #3 = 1,258 SF
~ ~ ~ FROM TIE IN T P F BEN H FROM 0 0 C FROM TIE IN
i ~ , ~ ~ ~ WITH EXISTING TO BACK OF WITH E. WITH EXISTING
N ~ STONE TOE GRADE TO LIMITS GRADE T ~ m BENCH GRADE TO LIMITS
(SEE DETAIL SHEET OF DISTURBANCE OF DISTI OF DISTURBANCE
C15 FOR SIZE)
~2o Z m ~
~ TOP OF
~ ~ BANK
APPROXIMATE LOCATION ~ _
OF 36 DIA. WL. ADJUST
"BENCH SIDE" TOP OF "OUTSIDE MEANDER STONE TOE TO FIT BANK TIDE MEANDER"
"OUTSIDE MEANDER"
AROUND PIPE AND BED NOTE: NO ZONE 2 ON "OUTSIDE ME,'
WITH #57 STONE
TREAM PLANTIN Z NE HEMATI
ATUM ELEV NOT TO SCALE
716.00 ~ _
N c0 N rn O r7 O Ln
r N O cD O O r~ r7 N N N N N ~ ~
0+00 0+40 0+80 1+20 20' 0 20' 40'
R E TI N A-A' L KIN WN TREAM PLANTING PLAN SCALE: 1"=20' (Horiz.>
SEAL SEAL DATE: APRIL 2011 SCALE M&C FILE NUMBER
MCE PROJ. # 5466-0003 CN701
PHASE 1 - WINSTON-SALEM DRAWN JEM HORIZONTAL: DRAIMNGNUMBER
~ ~ ~ 1I11irae~atirti_Cs~la~evt ~ Fir cam + Fnr°~rsth C_~a e~trs
A. / i A. iii V A. ?/i W~Ii/ w s ...y r wvre r -wraw ..r.. .
8020 Tower Point Drive RESTORATION DESIGNED TCS N = zu 1- 1 VERTICAL: C4 CHECKED J* Uxi dies SITE 2 - WEATHERWOOD APTS. PROJ. MGR. JMO 1 IN = 2 FT 5 OF 17
Charlotte, North Carolina 28227 CRY/County
Phone: [phone], Fax: [phone]
AA0002667 EB0006691 Water s Sewer ® Solid 1J ® Solid Waste Disposal CROSS SECTION/PLANTING PLAN 1100% TATUS: REVISION
REV.NO. DESCRIP110NS DATE License No. C-0342
www.mckimcreed.com REMSIONS PRELIMINARY DESIGN

CONS UCTION ENTRANCE N ~ N
~ / ' SEED AIL SHEET C14 ( I ( ) _ _ ~ 9 / ~J~ ) N ACCESS 6 e ~ ~ I
ACCESS OQ - J l e a
- I n _s a i i
BURKE MILL ROAD e O ~
a- ~ ~ I ~r
0 - ~ / a ~ n
O 0 v - ~ o ~ :a .
D - g. 1 / / ~ _ j ~ .I
a v ~ ~ ~ I ~ ~ ~ - ~ N
2 m m ' e a a - 0 ~ ~ ~ e - e 1 1.
0~ I ~ N - e` ~ `a. . ' a as I 1~ i, 1 i f 1 I
\~G I NTRA T RE P N IBLE F R D i ~ p CO C SOS 0 ~ 00 I I~ O O ~ I =e
~ 1 REPAIR OF RB AND GUTTER Z e O ~ e ~
AT ACCESS e ~ i ~ I ~ .m ~ a; n
4 Ui n ~ ~ _ 1 ~ o_: m = , ~ a i -a N , e I a ~
v ~ - ~ ,m- -a_m , N o ~
m ~ I_ - ~ ~
v= I m I ? / J ~ ~
INSTAL L NCE ~ - ~ ~ ALONG CREEK SI -n t I I
OF ACCESS ROAD ~ ~ ~ ~ -o I I > . e.
_e" ~ ~ , ~ -
m ~ I / ~ I I NORTHBRIDGE ROAD 1 ~ ~ G I `J a ,i _ 1 ~
~ _ ~ ~ m
/ _ ~ N I I I.-- m ~ - ~ ~ ~ s-.. i L..: <
I~ ~ ~ ~ ~ r O ~ am- I
~ ~ III w ~ O J ~ ~ ~ i K1SER, ALLEN ET AL6 I ~ N i _ ~ y i DB, 1843, PG. 2752 ~ WATE S OF THE US ~ ~ ~ I@ = ~ ~ i 6814-70-5421 ~ I
c ~ I J I I ~ ITE m I ~
LANDSDOWNE DR. ~ i s--~ I ma~ ~ ~ I m SALEM CK 1
~ o ~ N o ~ a IIII,. i . / Z
I~ ~ ! i = ~ I m~ m ~ i
m - - - !/1 N
I N ee ~ ~ ~ a ~ -m i _ - - cn I o
\ ~ a i \ I / ~ L~ ZZ~ J ~ ~ y y ~ ~ y = ~
Z I ~ ~ ~ WATER OF THE US ~ ~s ~ V a ~ ~
z ~ N KISER, ALLEN ET AL ~ I I ~ ~ I _ - I - DB, 1843, PG. 2752 ) ) , v a
~ L T I 6814-70-5421 I ~ ~ --m ~ - ® -
~ r o r ..:--r , F ~ • o I N p gm I m ~ J ~ ` ~ I _ o ~ I ~ n
~ 0 ~ O m 7 v a L..® ~ I v ~`~~tF~ ~ _ ~ ACCESS ~ I ~ l~ ~ ~ o ~ <I I ~ ~
o - ~ ~ I J , ~ -
o SCALE.1 -300 o N I m= m ~ o - ~ ~ r; -
~ I ~ e 1s" MAPI,~ STONE TOE _ ~
e ~ --a6 ~ a- I / _ W a a ~ a SEE DETAIL SHEET C15 v
~ - ACCESS ° I n ~ ~ 18'~MAPLE 1s MAPLz~ ( INSTALL 2 NEW ~ s AND STONE SIZING CHART
~ mm e a I ~ ~ ~ ~ a / o~ ~ ~ ~ 1s" N,aPLE _ ~ CONCRETE PIERS I
\ ~ I ~ a + , (DETAIL NEXT SH) I I a
i e / > ~
~ ~ . SANDBAG DIVERSION o ~ I I ~ ~ SF ' i : fiPF " ~ !8" MAP 8" WHI1E OAK I = ~
~ ~ I ' ~ SEE DETAIL SHEET C14 I 6 MAPLE' " EROSION CONTROL MAT
,c ( ) ~ I N ~ _ _ - 16 MAPLE I
r ~ ~ ~ r5 (SEE DETAIL SHEET C16) . U I
18 PLE 16 MAP1~ ~ L~
\ / N \ / / 1~ • N 16 NAPLE ~ I I ~ \ ~ F
i \ / I ) ~ ~ a = a. TA \ S ~ 3 (per ~ I > ~ , ~
i I rn I I ~ m. ~ - I -
.a ~ ~ PF I I
~ ~ SF ~ 8' WHITE OAK - - TAq eURkFCRFEK ~ ~ ~ I _ DB PROPERTY INC.
- m ~ ~ ~ 6' MAPLE' 118 MAP ~ ~ ~ ITE 0 r 2728, PG. 4177 9 ~ P ) ~ DB, ~S ~ ~ ~ (/S 6813-88-3592
i ~J ~ A... / ~ B _
~ 1 ~ US ~ i rp ~l \ ~ ~ BENCH
~ ~ ) } ( I ~/S ~ ~ ~ ~ ~ I
J 7 I F m
~ ti ~ Tp I I m e ' ~'Ni e ^M o j I - r
' y ~ - ~ DB PROPERTY INC. ~ F
i ~ Tj0 %'F ~ ~ >9 6' DBL. MAPLE ( ~ - F 2728, PG. 4177 = 6H ~ . /r 1 ' MAPS i I DB' `~L T T ` ~ U I ~ ~ REMOVE AND REPLACE ~ po,~ ~,pq ~ o I S -
~ - W 6813-88-3592 i \ rr ~ ~ i ~ 22 CBL. MAP V ' I ~ mm -s APPROXIMATELY 60 LF OF S + ~ _
. e m _ (O
~ = Q~ - I a m. - i ~'p ~ D W ~ ~ ~ ~ PIPE PLUS MH AND ~ ~ rpF
Q - ~ SANDBAG DIVERSION ~ - ~ ( ~ e a REPLACE WITH 48" DIP a,,K a, ~ ~ ~ e- ~ ~ ~ ^ ~
I , EX. MH TO BE REMOVED e i = I a
~ k ~ ~ 1 ~ _ .e DB, 2068, PG. 2090 ` ~ 9 I
gg - d ~ ~ F~ - ~ I ` / ? GAIL B. WILLIAMS ~A EX 48" DIP SS ~ I , ~ ~2~ "PINE
~~'11 ~ I I - l m. -<m ~-a e' a
-m I ~S - --a s-a ~ BASEFLOW BYPASS PUMPING ~ ~ :aa ( - a = 6813-79 3898 EX. 48" RCP SS i ~ .m. ~ ~ ~ ~ ~ a.
s - / ~-ma ~ (SEE DETAIL SHEET C14) ~ ~ / m i ~ CiONC, PIERS(TYP.) TO REMAIN 18' MAI'i~' , ~ ~ ~ 4 a _ ~ ~ ~ ~ ~ ~ ~ EX. SON . WALL TO REMAIN:
m m a ma 6 - ~ rp m _ t" ~ ,
m ~ mm a i ~ ~ ~ i 1 ~ - ~ a ~ , 9lRCH ~ .
- a m ~
a / a. m a ® a . -:n 18 ~ C.4M~RE -fit -a e9 loo YEAR ELOOO uNE I m A ~ i ADD RIP RAP BEHIND ~ ~ ~ ~
aID ~ - - - C - - a. N ~ " ~ I - i 2~ " PINf
"1 EX. 48 DIPa: SS -m GAIL B. WlLLlAMS .-m. 9 - ~ ; S , ~ HEADWALL (SEE STONE 1z' ~1Ra~ ~
-.a DB, 2068, PG. 2090 ~ =a EX. CONC. PIERS TYP. ~ , F ~N ' ~ ~ SIZE CHART FOR SIZE ~ - ~ '~=e
6813-79-3898 ~ ~ m I m I; s I = \ A I l.r ~ C ~e' aF~LL ~ , ' ~ NF ~ SHEET C15) ~ ~ n
~ i ~ I - N r 1?~A~
a _ ~ nl ~ ~
=a ~ ' + ~ ! EX. CONC. ~ WALL ~ ~ e 41RCH m ~ ~ 1 f e~~ - + c~t~ o > ~ 1e" POP .AR =
~ BENJAMIN V. & KAY W e FLYNT i0 _ N - G~ ~ I ~ 15 i~lilF!!' e= ~ i ~ ~ DB, 1372, PG. 546 i ~ ~ e= I
~ - ~ - ~ c, 6813-79-4778 I ~ ~ ~ e Q ~ _ „1 ' S67~AM0?f ~ 15 ,'~AF'Ll" ~ .
~ v ~ I ~ ! 12 ~fRG71 i l
I ~i+ "1 a ~ -n s ~ ~ C, i 1 ~ I > ~ r
~ I ~ I ~ ~ e~ _ ~ x i O 18 Af'Lc L n p I ~ ~5 MAPLE Q, ~
l ~ ~ i ~ ( ! . ~
_ ~ ~ c. e ~ a, ~ I
10J~YEAR FLOOD LINE ~=a a ~ ~ - m ~ ~ O ~ ~ m W ~ . fc P(1P~ AR i~ ~ ~y ~ J v. C i ` i can I / C
i a. p I G a I~ 15 ~~IiIF! t' I a y x ~ ~ C., ( ~ C N
a ~ ; ~ ~ ~ ~ ~ NOTE: BYPASS PUMPING AROUND PROPOSED
Z " sr A4IDPf ~ BENJAMIN V. & KAY W. FLYNT ~ 15 '~AF'L!C ~ ~ ~ SEWER REPLACEMENT SHALL BE ADEQUATE
i DB 1372 PG. 546 ~ ~ 1
6813-79-4778 ~ - r a ~ ( , 1 I~ 5 AIAP.E f C - a ~ ENOUGH TO PUMP A PEAK FLOW OF 60,000
l nl 1 >pF ~ ~ GALLONS PER MINUTE. CONSULT WITH
~ r ) . 10 I y ~ J ~ ~rp~ ~ ~ WINSTON-SALEM FOR FLOW VERIFICATION. ~ ® N ~ ~ ~
I~ I ~ C
I Ul : - ~ I ~ C
E IMENT ER I N NTR L GRADING 20' 0 20' 40'
SCALE; 1"=20' (Horiz,)
SEAL SEAL DATE: APRIL 2011 SCALE M&C FILE NUMBER
MCE PROJ. # 5466-0003 CN701
PHASE 1 - WINSTON-SALEM DRAWN JEM HORIZONTAL: DRAIMNGNUMBER
~ ~ ~ 1~lirae~atirti_Cs~la~evt ~ Fir cam + Fnr°~rsth C_~a e~trs
A. / i A. iii V A. ?/i W~Ii/ w s ...y r wvre r -wraw ..r.. .
8020 Tower Point Drive RESTORATION DESIGNED TCS N = zu 1- 1 VERTICAL: C5 CHECKED J* Uxi dies SITE 3 - SALEM CREEK PROJ. MGR. JMO 6 OF „
Charlotte, North Carolina 28227 CRY/County
Phone: [phone], Fax: [phone]
AA0002667 EB0006691 Water s Sewer ® Solid 1J ® Solid Waste Disposal PLAN
REV.NO. DESCRIP110NS DATE License No. C-0342
www.mckimcreed.com REMSIONS 1100% TATUS: REnsiord PRELIMINARY DESIGN

m g®
s I i a - ~ _ - J
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ZONE 1(LIVE STAKE) PLANTING SCHEDULE: 2 CLEAR (TYP. UNLESS OTHERWISE NOTED)
Site 03: Salem Creek ~ ~ e ~ - , / - I - a
e' _ . J e v ~r I ~ I of v )
Percenf Planted Common Name Scientific Name Weiland Indicator Status Approx. No. Notes by Species I _
A ADD CUTOFF WALL Serviceberry Amelanchiercanadensis FAC 30% 90 lantfrom midslo etoto ofslo e ~topofslope f'L~tN KISER, ET AL - ~ 'I, I am ~ ~ ~
p p p p ~ . TO PIER ADJACENT 90 plantfrom mid slope to topofslope DB i8~3, PG;. 2752 ~ N I a ~topofslape - ~ e ~
~ _6 TO STREAM Uburnum Viburnum denfatum FAC 30% 1:4X P.LN. 681-70-5421 e= ~ , ~ a~ om of slope I ~
3• CLEAR ~a" Z Elderberry Sambucus canadensis FAC W- 20% 60 plant mid slope to bottom of slope om of slope I _ / ~
D 8 B=0' 0• Silky dogwood Cornusamomum FAC W+ 15% 50 plant mid slope to bottom of slope Buttonbush Cephalanthusoccidenfalis OBL 5% 20 plant at water's edge a.
\ ~ ~ \ ~j ~ Livestake Total 310
' ' LIVE STAKES TO BE PLANTED FROM BOTTOM OFACTIVE CHANNEL TO TOP OF BANKFULL BENCH, NOT ON BENCH. / I a I - ~I ~m a a ) i t / r I' r ~ -
O Z #6 ®9" C/C #6 ®9" C/C ~ g TOP OF FOOTING EW TOP OF FOOTING EW I 1 O r~ ~ ~ ~ ~ I _ v y v ~ z
NOTES: & PIER STEM EW & PIER STEM EW ~ > z ~
1. SHALLOW FOUNDATION DESIGN SHOWN ON THIS DETAIL IS EACH FACE EACH FACE ZONE 2 PLANTING SCHEDULE: SITE #3, SALEM CREEK - i ~ cn O I
BASED ON THE FOLLOWING PARAMETERS; ~ Percent Planted CONCRETE TO BE IN ACCORDANCE WITH ACI 318 #6 a~ 6" C/C 6 ®6" C C Common Name Scientific Name Wetland Indicator Status by Species Container Size Approx. No.
~ / ALLOWABLE SOIL BEARING CAPACITY = 2000 PSF D EW BOTTOM C EW BOTTOM Trees -Spaced 15 feet on center (one inch caliper): z3, ~~P ~ ~ I ~ a m-
CONCRETE COMPRESSIVE STRENGTH - 4000 PSI OF FOOTING OF FOOTING
REINFORCING STEEL ASTM A 615, GRADE 60 River birch Betula nigra FAC W 10% 1 in caliper 1 REINFORCING PLACEMENT TO BE IN ACCORDANCE ~ STABILIZE AREAS DISTURBED WITHIN
WITH THE ACI DETAILING MANUAL, LATEST EDITION. CASING "H" THICKNESS PIER FOOTING FOOTING Green ash Fraxinuspennsylvanica FAC W 15% 1 in caliper 1 a ~ I a ROW WITH SEEDING AND STRAW, SEE
MAXIMUM STREAM VELOCITY = 10 FT/SEC PIPE DIA. FT. "A" IN. WIDTH LENGTH WIDTH Sycamore Platanus occidentalis FAC W- 15% 1 in caliper 1 MAXIMUM SUPPORT HEIGHT (H) = 12'-0" "D" IN. ( ) ~ ) "B" FT. "C" FT. "D" FT. ~1 mm ~ _N: < SHEET C13 FORACCEPTABLE SEED
( ) ( ) ( ) ( ) Swamp chestnut oak Quercus michauxii FAC W- 10% 1 in caliper 1 IF FIELD CONDITIONS REQUIRE ANY DEVIATION FROM THESE - ~ P oO I
PARAMETERS, THE FOUNDATION DESIGN SHALL BE REVIEWED 48 <12 24" 10'-0" 14'-0" 6'-0" Black gum Nyssa sylvatica FAC 10% 1 in caliper 1 BY THE ENGINEER. MIXES.
Red Maple Acerrubrurn FAC 15% 1 in caliper 1 ~ ~ I ~ I i ® ~ I
IF SUBGRADE AT LOCATION OF SUPPORTS IS DEEMED UNABLE Virginia pine Pinus virginiana FAC 10% 1 in caliper 1 ® 16" MAPLE ~
TO2WITHSTAND 2000 PSF BEARING PRESSURE, A PILE Beauty berry Callicarpa americana FAC U- 15% p SUPPORTED FOUNDATION SHALL BE UTILIZED PER ENGINEER. 1 in tali er 1
Tree Total 8 1 " • 16' MAP1~~' I - ~ 8 MAPLE
IF ROCK IS ENCOUNTERED FOOTING SHALL BE PLACED ON Shrubs -Spaced 5 feet on center: BE ROCK PER "PIER FOOTING ON ROCK DETAIL". MAINTAIN ~ ~ ~ ~ 16' N~1PLE ) ~ ~ <
3- ET MINIMUM COVER OVER FOOTING IF BEDROCK IS DEEPER AERIAL PIPER IN Tag alder Alnusserrulata FAC W+ 25% 1 gallon 13 / + _ ~
THAN 6', DOWELS SHALL BE DRILLED INTO BEDROCK PRIOR TO VUnterberry Ilexverticillata FACW 25% 1 gallon 13 .g® I ~ ~ p. m. ~
PLACING FOUNDATION. SEE "PIER FOOTING ON ROCK DETAIL". ~ RETE PIER ETAIL Southern wax-myrtle Myrica cerifera FAC+ 10% 1 gallon 5 ~ TPF II 18F MA ~ 8" Nffl1E OAK i
Blue Huckleberry Gayussacia frondosa FAC 25% 1 gallon 13 ~ - ~ 6 MAPLE' ~
Paw-Paw Asimina triloba FAC 15% 1 gallon 8 Y 1
EXISTING GROUND PREPARE JOINT FOR DIP MJ CONNECTION. Shrub Total 21 ~ _ _
EXISTING CONCRETE PIPE CONCRETE (NON-SHRINK) ENCASE EXISTING DIP MJ CONNECTION ~ ~ ~ ~ \ ZONE 3
DIP MJ CONN. CONNECTION WITH WELDED WIRE FABRIC TO MATCH EXISTING FIELD CONDITION. EXISTING CONCRETE PIPE \
ZONE 3 PLANTING SCHEDULE: SITE #3, SALEM CREEK / / _ a. 3 ~~p~
_ _ _ / Percent Planted by \ \ Common Name Scientific Name Wetland lndicatorSfatus Container Size Approx. No.
I ~ I ~ I / Species \ ~ 7®rT ~ r I r ~ Trees -Spaced 20 feet on center (one inch caliper): . ems., I am / ~ TA's ~ ~ _ - ~
PROP. PROPOSED PROPOSED I I I I I ~ ~ r ~ ~
48"DIP 48"DIP 48"DIP EXISTING EXISTING ~ Red Maple Acerrubrum FAC 10% 1 in caliper 0 r~ I 48"DIP I I 48"DIP I ~ ° ~ r ~ ~ ' i
PE-FL FL-FL FL-MJ BELL I Loblolly pine Pinus taeda FAC 25 1 in caliper 1 / I I I I I ~ Tuli o lar Lmodendron tub rtes FAC 10% 1 in tali er 0
_ g e e///„ pp p P p I -I r I r -I ~ ° D ~ ~ yr, / o ) rp ~ ~ S AB rp ~ ~ ~ I ~ J
\ / Ironwood Carpinus caroliniana FAC 10 1 in caliper 0 I I I I I I
Southern red oak Quercus falcata FAC U- 10% 1 in caliper 0 VA I I I I I I C/~ m S ~ ~ ~ ~ `~-=~,%k ~ to ~ - ~
~ Black cherry Prunus serotina FAC U 15% 1 in caliper 1 I I I I I ° ~ ~ ~ ~..k ~ IW ~ ~ =a ~ ~ ~4. ~ d ' I
/ ~ Eastern redbud Cercis canadensis FAC U 10 1 in caliper 0 \\\i\~\.~~\.`\\~\\ \ I I I I I \ ° \ _ ~ . ~ ~ ~ G I
Flowering dogwood Cornus florida FAC U 10 1 in caliper 0 I I I I I ~ ` \
\ Tree Total 2 I I I I I ~i
/ i Shrubs - S aced 10 feet on center: p / I \ \y G
' / Wax m rtle Tito cerifera FAC+ 10% 1 anon 2 \ \ \ \ \ \ \ \ / / x y ~ g I h\\\\\\ \ \\\\y I. AlL 8. WILUAM~ ~ ~~rpF, ` " _x
/ / ~ ~ \ \ ~ Southern arrowwood Viburnum denfatum FAC 25%~ 1 anon 5 / /I / / / / / / / ' 9 J L\ ~ , / / -m
\ r ~ \ ~ \ \ ~ American beaut err Callicar a americana FAC U- 25% 1 anon 5 ~ / , ~ / / ~ y p 9 24, P-~ ;~1, SOT Ir1) ~ I ~a'o~P h~ ZONE)21UND I
A T A ~ ~ ~r Wild hydrangea Hydrangea arborescens FAC U 25 1 gallon 5 .l X813 79-,.;89t; 1s' rt;.aM~E ;
/ / ~ / / i/\/\/\/~\~~ RedElderberr Sambucusracemosa FACU 15% 1 anon 3 PROPOSED TRANSITION y g COUPLING Shrub Total 13 e I ~9 1 a m„
CONCRETE ENCASED \
( ) PROPOSED PIER CUTOFF WALL e - a=~ ~ e ZONE 1 ~
(SEE CONCRETE PIER DETAIL) EXISTING CONCRETE PIERS
PROPOSED CONCRETE PIERS (TO REMAIN) - ~ •,I ~ ~ + ~
'NOTE: ALL PIPE JOINTS SHALL BE SUPPORTED AT CONCRETE PIERS ZONE 1: - 1~ , ~I ~ / i ° I ~ ~
ZONE 3: EDGE OF WATER ZONE 3: 716 BACK OF BANKFULL TO TOP OF BACK OF BANKFULL y I
BENCH TO TIE IN BANKFULL BENCH, BENCH TO TIE IN a ~ ~ ~ r ~
WITH EXISTING IF PRESENT WITH EXISTING
~ GRADE GRADE -a I s
~ EXISTING GR UND . a =s
~ ZONE 4: ZONE 2: ZONE 4:
\ FROM TIE IN T P F BENCH FROM TIE IN ~ EX. MH TO E REMOVED 0 0 ~ WITH EXISTING TO BACK OF WITH EXISTING OM TIE IN - _ ~ ~ FN 1 ,2'-~A~.~,. I ~ EXISTING y ~ I "
GRADE TO LIMITS BENCH GRADE TO LIMITS / c ` I ~E TO LIMITS ~ - I O ~ I G~~~;~
~ OF DISTURBANCE OF DISTURBANCE STURBANCE ~ ~ I - 115"i
PROPOSED GROU D I ,v N % ~ _ 100-YEAR FLDOD ELEVATION I I
I ~l j I ~ I sr~A~ro~e ~
712 I
I ~ ~ r) ~ TOP OF ~ - i a=~ ` I
I I BANK II I
I I _ L_ lr I .
I I "BENCH SIDE" TOP OF "OUTSIDE MEANDER" I I I I BANK )ER" ~r ~ lO N I ~ I' ~
I I I I " I I NOTE. NO ZONE 2 ON OUTSIDE MEANDER l I uIEANDER^ BENJkIM~'N V. k kAY V~! r'C X1'1 ~s. 1 ~ I ~ ) i
I I I I I I
I I I „ I ~Dl~ ~'37~; PG. 546 ~ ~ ~ I
EX. 48 SS I II TREAM PLANTIN Z NE HEMATI I I I (P6}~'4, F'G, 3,~ 1 G T 11~ a~ ~ I
I I I I I I I NOT TO SCALE Ti~X- J.h'. 5c313-IQ-47~1Z s~Nira~r: R~r~Nr~~~
708 I I I I ~ Ri~~ ~.as -
I I I
I I I I I I
I I-- 6" PLANTING PLAN
I II
I I I II a I I I - a
I I II = _ ~ 6 STREAM PLANTING LEGEND
I =1 I I~ I1=1 I ~I I 1=1 I I~ I1=1 ~ I1=1 I ~I I 1=1 I I~ I1=1 I ~ ' _III 111-
1 I I I I-1 a I - - PLANTING ZONE #1 = 620 SF
REMOVEAND REPLACE I I - = ~ ~ = - I I EX. NE WALL TO REMAIN ~I I I-III = ~ I=1 I ~I I I-I I
APPROXIMATELY so LF OF I -1 I I=11I=11=11I a ~ III=11I=1 I I=111= 704 PIPE PLUS MH AND _ - - = I
I =III CLEAR ~ III= REPLACE WITH 48 DIP AT
BEDROCK =I 8 BARS TYPICAL EXISTING SLOPE NORMAL FOOTING THICKNESS - # ( ) SEE NOTE 1 = I ~ 1= (TYPICAL) PLANTING ZONE #2 = 1,326 SF
(SEE DETAIL ABOVE) EX. PIER TOR AIN ~ = ~
=1II IIL-
PROPOSED PIER EX. PIER/ ALL TOR MAIN _ _ ~ I DATUM ELEV DISTANCE VARIES =III = 11,;,111-III„=~ ~ 1=111- PLANTING ZONE #3 = 1,880 SF
702.00 i I I= I l i ~-III-I I I~ I I-III- s'
" I~,III . I r>7 ~ O N rn o ~ O 1'-6 MAC #8 BARS GROUTED IN 2 DIA. HOLES
uj ~ ~ Mj raj raj O ~ 0 o NOTES: s°
r r r r r` ~ r r
1. MINIMUM THICKNESS OF FOOTING ABOVE ROCK TO BE SAME AS BASE THICKNESS OF PIER. K 20' 0 20' 40'
2. MAT STEEL FOR FOOTING SHALL BE TIED TO DOWELS. PIER F TIN N R K 0+00 0+40 0+80 1+20
3. CONCRETE SHALL BE 4000 PSI. SCALE: 1"=20' (Horiz.)
R E TI N A-A SCALE: 1"=2' (Horiz.)
SEAL SEAL DATE: APRIL 2011 SCALE M&C FILE NUMBER
MCE PROJ. # 5466-0003 CN701
PHASE 1 - WINSTON-SALEM DRAWN JEM HORIZONTAL: DRAIMNGNUMBER
~ ~ ~ 1~lirae~atirti_Cs~la~evt ~ Fir cam + Fnr°~rsth C_~a e~trs
A. / i A. iii V A. ?/i W~Ii/ w s ...y r wvre r -wraw ..r.. .
8020 Tower Point Drive RESTORATION DESIGNED TCS N = zu 1- 1 VERTICAL: C6 CHECKED J* Uxi dies SITE 3 - SALEM CREEK PROJ. MGR. JMO 1 IN = 2 FT
Charlotte, North Carolina 28227 CRY/County
Phone: [phone], Fax: [phone] OF 17
AA0002667 EB0006691 Water s Sewer ® Solid 1J ® Solid Waste Disposal PLAN
REV.NO. DESCRIP110NS DATE License No. C-0342
www.mckimcreed.com REMSIONS 1100% TATUS: REnsiord PRELIMINARY DESIGN

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mm . .m-mm ~ e . ` CITY OF WINSTON-SALEM sm. .~aH J`~ =m. ~ PO BOX 2511
R C1TY OF WINSTON SALE>I~. R 6834-08-4469 ~'--mm
--m PO BOX 2511 .e -a - m.
6834-08-4469 ~'n OE , ~ pE DE OE -mm ~ -~ia~.....~ ~ =m -.m pE DE \ ! E pE pE pE -s
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CITY OF WINSTON-SALEM s~ ~ - = - _ r PO BOX 2511 J's -
PO BOX 2511 PO BOX e e , 6834-09 6834-09-7415 ~ APPROXIMATE LOCATION OF SSMH 6834-09-7415 \ C~. =
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ON EX. 36 DIA RAC! Wil~:a - LOD TPF ~-m m= ~ G s D TPF ~ ~
mmm =a a D L~ -m__ EGf - E gyp,, =m pE pE a DE --m p
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EE DETAIL HEET 14 ~ (S S C ) G (SEE DETAIL SHEET C16) B s~ ~ A ~ \
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r ss ~ s SS ss ss° a. Ss SS ss EX. ASPHALT GREENWAY :a ~ ss _ ss s ~ ss ~ ss ~ s ~ ss ss
v ss _ a ss ~ ss JS ~ G _ ss - ss 2:1 J ~ ~
ss T A ~ m ss - ss _ i US a m. ss - o- ss - ss - ss - _ ~ i~ ~S US ~
ss a....~ _ '(Q ~ od ss S -m U Tp ~ US ~9P --s
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- of E pE US f~` nE pE pE DE pE ~ DE D ~ pE ~ pE . pE -C OS EE /~if3l li#r, r _$E~~H - 0'~ ICE EE - r ~ E EE J~
pE pE DE ~E ~t OE ~ ~ pE ~ X40 ~ aE ~ d `".~jpE - pE_ _ „.III ' ~_.f'~~ ` ~ ~'J~~ ~ ~ ~ 1 ~ < ~ I I I, J, ~ s.,- - 0 d ~4p _.U i I~,~Li_~~~~L~~l~,l ~~J~I -
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- - _ d i ~ ~ 7 738 REEK , , ~ ~ STONE TOE ~ ~ , ~ X36 °_7
APPROXIMATE LIMITS OF RIP RAP 36 ~E~ / ~ (SEE DETAIL SHEET C16) 7~2
c 7~2 734 i TO BE REMOVED _ ® - _ ~ ~ _
_ _ _ _
-1 CON ' - ~ SANDBAG DIVERSION CONTRACTOR'S TO USE _ - - - ~ NEW STREAM ~ ~
d 8, L SANDBAG DIVERSION 8' LONG, 6" 0 OR LARGER TIMBER ~ _ _ sTRFgM FCO d \
' SEE DETAIL SHEET C14 - ~ _ ~ ~ ~ ~ ~ i ~ ~.T o~ ( ) ~ \ _ _ ~ ~ TAKI F ' TAKEN FROM CLEARING ON _ ~ SCOUR PAD STONE w
r _ M r .i,.. V~ REE d ~ ~ - STREAM FLOW THE d OPP g~ r y- d OPPOSITE BANK (TYP.)
M ~ ~ ~ _ E ~ 5 _ P _ - 7 _
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~~US US d US _ US _ _ _ ei _ _ - - `
- US ~ ~ , i - _ - s _ _ U ~ ~36 - =~c ~3 ~
134 ......:734 c - US - ~ b 734 v
d S - - d i.. _ d 738 . - ~
8 _ i ' - ~
U ~ 740 S 740 ~0 - a..., ~ ~ 3g
LOD ~ LOD ~ LSD ~ ~ 4c~:..®,~ S ~4 LOD LOD ~ LSD ~ LOD ~ ~ ~ LOD LOD ~ LpD ~ LpD ~ LOD LOD ~ L ~ 2:1 DD LSD LOD ~ pD LOD LOD LSD ~ LOD ~ LOD ~ ...a
A' LOD ~ LSD
US - B'
SEE SHEET C8 FOR PLANTING PLAN
E IMENT ER I N NTR L CONSTRUCTION 20' 0 20' 40'
SCALE: 1"=20' (Horiz.)
SEAL SEAL DATE: APRIL 2011 SCALE M&C FILE NUMBER
MCE PROJ. # 5466-0003 CN701
PHASE 1 - WINSTON-SALEM DRAWN JEM HORIZONTAL: DRAIMNGNUMBER
~ ~ ~ 1~lirae~atirti_Cs~la~evt ~ Fir cam + Fnr°~rsth C_~a e~trs
A. / i A. iii V A. ?/i W~Ii/ w s ...y r wvre r -wraw ..r.. .
8020 Tower Point Drive RESTORATION DESIGNED TCS N = zu 1- 1 VERTICAL: Cl CHECKED J* Uxi dies SITE 4 - WASHINGTON PARK PROJ. MGR. JMO 6 OF 17
Charlotte, North Carolina 28227 CRY/County
Phone: [phone], Fax: [phone]
AA0002667 EB0006691 Water s Sewer ® Solid 1J ® Solid Waste Disposal PLAN
REV.NO. DESCRIP110NS DATE License No. C-0342
www.mckimcreed.com REMSIONS 1100% TATUS: REnsiord PRELIMINARY DESIGN

n.
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748 744 Cl T' OF WINSTON-SALEM
CI CITY OF WINSTON-SALEM \ --n. ~ ~ ` ~ PO:a BOX 25~ 1
PO BOX 2511 6834x-OS-449 =
s STABILIZE DISTURBED AREAS WITH 6834-09-7415 s
EROSION CONTROL MAT SEEDING AND STRAW, SEE SHEET C13 a
(KEY IN PER MANUFACTURER'S SPECS) \ FOR ACCEPTABLE SEED MIXES.
D TPF sJ, pE pE p~ ~ pE ~ p~ pE _
mm m _ LOD pE ~ DE pE R ~
EXISTING GROUND E ~ DE
0 _ < J' TAB Gf LODTPF - r~- \ Gf
744 740 TPF ESS p,~C
ACCESS g , A\ \
EROSION CONTROL MAT ~G
(KEY IN PER MANUFACTURER'S SPECS) 2:1 r ~ L tr ~_g _
2.1 MATCH EX. GRADE PF
EXISTING GROUND
PROPOSED GROUND SS SS SS SS~m :aa SS SS
r as-_
n o ~ Ss ~ ss sS JS ~ G~, ss US I ~ =sa ~
2:1 ss J SS ~ SS S - i IC ~S .P-- SS VS -?9P,--------- - - ~ OE ~np ~'E DE
740 - ss . 736 7.5:1 E
2.1 i D .
uF + S 140 pE ~ OE p~ ~ ~ ~ fi , ~ I I
PROPOSED GROUND E~~ MATCH EX. GRADE -
EXIS ING GROUND ~ 4( - - ' ~ 40 - ~ ~ ~ ~ ~ - - ~ -
2:1 -
4:1 38 _
P OPOSED GRO ND 2:1 ~ REEK , ~ - - - - - ZONE 3 ~ MC
~ - - \ \ - - - fo
736
732 ' ~ ~ ~ - ~ ~ ZONE 2 _ _ ZONE 1 STRFgM F~o~ ~
2:1 r ~ ~ F~0 ~ ~ 0 - _
J HOOK ~ ~F~ ~ _ S~REF a ~
SEE DETAIL REP ( ST d ~
SHEET C15) _ _
;z~w ~1C~ 'ter,-. . .
i s:.
' 736

734_:_:....- . 732 34 o - " -738 ;qC------------------ - - ~J
728 - as _........i ,~i- _g_~~~_ _
7 X40 S -
US ~ ~ 2:1 LOD LOD LOD LOD DD LOD LSD LOD LOD LOD LOD
g~ A'
ZONE 3
STONE TOE (SEE DETAIL SHEET
C16)
DATUM ELEV
728.00 724
o U7 ~ o 0
o ~ N N N
~ Cl Cl ~ ~ ~ ~ ~ ~ ~ PLANTING PLAN
STREAM PLANTING LEGEND
Q+QQ ~+BQ ZONE 1: ZONE 3: EDGE OF WATER ZONE 3:
NOTE: ELEVATIONS SHOWN FOR SITE 4 ARE BASED ON PUBLICLY AVAILABLE GIS TOPOGRAPHY BACK OFBANKFULL TO TOP OF BACK OFBANKFULL PLANTING ZONE #1 = 1,900 SF
AND ARE APPROXIMATE. CONTRACTOR MAY NEED TO MAKE ADJUSTMENTS IN THE FIELD BENCH TO TIE IN BANKFULL BENCH, BENCH TO TIE IN
BASED ON ACTUAL SITE CONDITIONS AS DIRECTED BY ENGINEER. WITH EXISTING IF PRESENT WITH EXISTING
DATUM ELEV GRADE GRADE
720.00 ~ PLANTING ZONE #2 = 460 SF
ZONE 4: 0 o u~ o o FROM TIE I ZONE 4: ZONE 2: ZONE 4: FROM TIE IN TOP OF BENCH FROM TIE IN
~ c'7 c'7 ~ ~ WITH EXISTI WITH EXISTING TO BACK OF WITH EXISTING PLANTING ZONE 3 - 5,620 SF
~ ~ ~ ~ r GRADE TO LIP GRADE TO LIMITS BENCH GRADE TO LIMITS # -
OF DISTURBA OF DISTURBANCE OF DISTURBANCE
0+00 0+80
NOTE: ELEVATIONS SHOWN FOR SITE 4 ARE BASED ON PUBLICLY AVAILABLE GIS TOPOGRAPHY
20' 0 20' 40' AND ARE APPROXIMATE. CONTRACTOR MAY NEED TO MAKE ADJUSTMENTS IN THE FIELD BASED ON ACTUAL SITE CONDITIONS AS DIRECTED BY ENGINEER. TOP OF BANK
SCALE: 1 "=20' (Horiz.) 20' 0 20' 40'
SCALE: 1 "=2' (Vert.) "BENCH SIDE" TOP OF "OUTSIDE MEANDER"
SCALE: 1"=20' (Horiz.) BANK NOTE: NO ZONE 2 ON "OUTSIDE MEANDER"
SCALE; 1"=2' (Vert.)
STREAM PLANTING ZONE SCHEMATIC
R E TI N A-A' - ' R E TI NBB NOT TO SCALE
L KIN WN TREAM L KIN D WN TREAM
ZONE 1(LIVE STAKE) PLANTING SCHEDULE: ZONE 2 PLANTING SCHEDULE: SITE #4, WASHINGTON PARK ZONE 3 PL ZONE 3 PLANTING SCHEDULE: SITE #4, WASHINGTON PARK
Site 04: Washin ton Park PercentPlanted g Common Name Scientific Name Wetland Indicator Status Container Size Approx. No. Common A Percent Planted by Common Name Scientific Name Wetland Indicator Status Container Size Approx. No.
by Species Species
Percent Planfed Trees -Spaced 15 feet on center (one inch caliper): Trees -Space Common Name Scientific Name Wetland Indicator Status b S ties Approx. No. Notes ° Trees -Spaced 20 feet on center (one inch caliper):
y ~ River birch Betula nigra FACW 10 /0 1 in caliper 0 Red MaK Red Maple Acerrubrum FAC 10% 1 in caliper 1
Serviceberry Amelanchiercanadensis FAC 30% 290 plantfrommidslopetotopofslope Green ash Fraxinuspennsylvanica FACW 15% 1incaliper 0 Loblolly Loblolly pine Pinus taeda FAC 25% 1 in caliper 4
Uburnum Viburnum denfatum FAC 30% 290 plantfrom mid slope to top ofslope Sycamore Platanus occidentalis FAC W- 15% 1 in caliper 0 Tulip poi Tulip poplar Liriodendron tulipifera FAC 10% 1 in caliper 1
Elderberry Sambucuscanadensis FACW- 20% 190 plant mid slope to bottom of slope Swamp chestnut oak Quercusmichauxii FACW- 10% 1incaliper 0 Ironwoc Ironwood Carpinus caroliniana FAC 10% 1 in caliper 1
Silkydogweod Cornus amomum FAC W+ 15% 140 plant mid slopete bottom ofslope Black gum Nyssa sylvatica FAC 10% 1 in caliper 0 Southern re Southern red oak Quercus falcata FAC U- 10% 1 in caliper 1
Buttonbush Cephalanthusoccidentalis OBL 5% 50 plantatwater's edge Red Maple Acerrubrum FAC 15% 1 in caliper 0 Blackch~ Black cherry Prunus serotina FAC U 15% 1 in caliper 2
Livestake Total 960 Urginia pine Pinus virginiana FAC 10% 1 in caliper 0 Eastern rep Eastern redbud Cercis canadensis FAC U 10% 1 in caliper 1
LIVESTAKESTOBEPLANTEDFROMBOTTOMOFACTIVECHANNELTOTOPOFBANKFULLBENCH,NOTONBENCH. Beauty berry Callicarpaamericana FAC U- 15% 1 incaliper 0 Flowering do Flowering dogwood Cornus florida FAC U 10% 1 in caliper 1
Tree Total PENDING Tree Total 72
Shrubs -Spaced 5 feet on center: Shrubs -Spa Shrubs -Spaced 10 feet on center:
Tag alder Alnus serrulata FAC W+ 25% 1 gallon 5 Waxmyr Wax myrtle N~ricacerifera FAC+ 10% 1 gallon 6
Winterberry Ilex verticillata FACW 25% 1 gallon 5 Southern arrc Southern arrowwood Viburnum dentatum FAC 25% 1 gallon 14
Southern wax-myrtle Myrica ceritera FAC+ 10% 1 gallon 2 American bea American beautyberry Callicarpa americana FAC U- 25% 1 gallon 14
Blue Huckleberry Gayussacia trondosa FAC 25% 1 gallon 5 Wld hydrae Wld hydrangea Hydrangea arborescens FAC U 25% 1 gallon 14
Paw-Paw Asimina triloba FAC 15% 1 gallon 3 Red Elderl Red Elderberry Sambucusracemosa FACU 15% 1gallon 8
Shrub Total 8 Shrub Total 36
SEAL SEAL DATE: APRIL 2011 SCALE M&C FILE NUMBER
MCE PRO). # 5466-0003 CN701
PHASE 1 - WINSTON-SALEM DRAWN JEM HORIZONTAL: DRAIMNGNUMBER
~ ~ ~ 1111irae~atirti_Cs~la~evt ~ Fir cam + Fnr°~rsth C_~a e~trs
A. / i A. iii V A. ?/i W~Ii/ w s ...y r wvre r -wraw ..r.. .
8020 Tower Point Drive RESTORATION DESIGNED TCS N = zu 1- 1 VERTICAL: C8 CHECKED J* Uxi dies SITE 4 - WASHINGTON PARK PROJ. MGR. JMO 1 IN = 2 FT 9 OF „
Charlotte, North Carolina 28227 CRY/County
Phone: [phone], Fax: [phone]
AA0002667 EB0006691 Water s Sewer ® Solid 1J Solid Waste Disposal PROFILE
REV.NO. DESCRIP110NS DATE License No. C-0342
www.mckimcreed.com REMSIONS 1100% TATUS: REnsiord PRELIMINARY DESIGN

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EXIT 113 FROM HWY 52 EXIT 113 FROM HWY 52
XS-2A )~4 REBAR) g. g.
N.• 875,555.40 US FT ~ _ T NE T E ENCAPSULATED FILL
~ ~ E.• 1,632,747.47 US FT EX. 10 C! SS
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g® \ r. s
- Ex. Io" c1 ss
BASEFLOW BYPASS PUMPING CONCRETE HE WALL CONCRETE HE WALL
(SEE DETAIL SHEET C14) e EX. 12" VC SS
EX. 12" CI SS 1:1 864.4 863.5. Fx. 12" c1 ss
. ~ S WATERS OF THE US __,,,k L - ® ~ -
LOD Lpp ~ LOB ~PF TP T ~ ~ TPF TPF TPF = ~pD ~ Lop - -
TPF PF _ TPF ~ ~ SS SS SS SS ~ 7PF 1-PF PF L~ TPF TPF TPF A PFF 7P T J~ SS SS SS SS
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00 ~ .-a ~ N. 875 556.76 US FT SEE DETAIL SHEET C14 ~ F' SEE SHEET C10 FOR ~5 p ~
rpF ~P ~ E.• 1, 632, 778.07 US FT ~ ~ ~ ~ CROSS SECTION
~ ~ - ELE~ 868 74' NA VD 88 > ~ ( ) r G~ rpF ~P ~ ~ LEAKS K FREE
G n S ~ a. G SrR quo-- q a -m m m Ho--n„~nNO_nNO_ „_,~,,,-,~_.~~-~DNO-n~o_n~o-nNO- ~ /n _
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° CHAMPION INDUSTRIES, lNC. 0 DB, 1619, PG. 3418 g- o
PARKING AREA ~ 6837-35-1514 : ~ ~ PARKING A -°-,.i PARKING AREA ~
~==-m. McGEE INDUSTRIAL PARK CHAMPION INDUSTRIES, INC m
DB, 840, PG. 326 DB, 1619, PG. 3418 ~ ~ 6837-35-1514
~ ~ ~ 6837-25-8746
~ $ ~ ~ McGEE INDUSTRIAL PARK .
J - DB, 840, PG. 326
- 6837-25-8746
LOD ~ LOD LOD ~ LOD ~ /
E IMENT ER I N NTR L GRADING 20' 0 20' 40'
SCALE; 1"=20' (Horiz,)
SEAL SEAL DATE: APRIL 2011 SCALE M&C FILE NUMBER
MCE PROJ. # 5466-0003 CN701
PHASE 1 - WINSTON-SALEM DRAWN JEM HORIZONTAL: DRAIMNGNUMBER
~ ~ ~ 1~lirae~atirti-Cs~la~evt ~ Fir cam + Fnr°~rsth C_~a e~trs
A. / i A. iii V A. ?/i W~Ii/ w s ...y r wvre r -wraw ..r.. .
8020 Tower Point Drive RESTORATION DESIGNED TCS N = zu 1- 1 VERTICAL: C9 CHECKED Uxi dies SITE #18 - INDUSTRIAL AV SITE 1 PROJ. MGR. JMO [10 OF 17
Charlotte, North Carolina 28227 CRY/County
Phone: [phone], Fax: [phone] 'A I ® Solid Waste Disposal PLAN
AA0002667 EB0006691 Water s Sewer ® Solid 1J STATUS: REnsiord
REV.NO. DESCRIP110NS DATE License No. C-0342
www.mckimcreed.com REMSIONS (100% PRELIMINARY DESIGN

n m a
- ~
Site 18: Industrial Ave.
Percent Planted Common Name Scientific Name Wetland Indicator Status Approx. No. Notes by Species
Serviceberry Amelanchiercanadensis FAC 30% 70 plantfrommidslopetotopofslope
Viburnum Viburnurndenfaturn FAC 30% 70 plantfrommidslopetotopofslope ~e ~e
Elderberry Sambucuscanadensis FAC W- 20% 50 plant mid slope to bottomofslope a
Silkydogwood Cornusamomum FAC W+ 15% 40 plant mid slope to bottomofslope
Buttonbush Cephalanthusoccidentalis OBL 5% 10 plantatwater's edge r \ _e
Livestake Total 240 ~ \
LIVE STAKES TO BE PLANTED FROM BOTTOM OF ACTIVE CHANNEL TO TOP OFBANKFULL BENCH, NOT ON BENCH. Ex. 10" c1 ss
CONCRE>-E HE WALL
EX. 12" VC SS
ZONE 3 PLANTING SCHEDULE: SITE #18, INDUSTRIAL AVE. EX. 12 " Cl SS saaaN ZONE 1
Percent Planted by Common Name Scientific Name Wetland Indicator Status Container Size Approx. No.
Species ' ~ LOD _
Trees -Spaced 20 feet on center (one inch caliper): LOD LOD ~ LOD LOD ! J~j
Red Maple Acerrubrum FAC 10% 1 in caliper 0 A ss ss ss ss
Loblolly pine Pinustaeda FAC 25% 1incaliper 1 ~..-ss ss -s~.~ . _ . US US - s ASS
Tulip poplar Liriodendron tulipifera FAC 10% 1 in caliper 0 r °o ~S ~ ~ ,iB o s ~ S J
Ironwood Carpinus caroliniana FAC 10% 1 in caliper 0 ~ ~ 14" OAK ~SS ; ~i ~ 1
Southern red oak Quercus falcata FAC U- 10% 1 in caliper 0 S ~ ~ 22" GUM 18" GUM
Black cherry Prunus serotina FAC U 15% 1 in caliper 0
Eastern redbud Cercis canadensis FAC U 10% 1 in caliper 0 LAW ~ 1 ~ 22" P m
Flowering dogwood Cornus florida FAC U 10% 1 in caliper 0 NC DOT STREAM F ~22" PO LAR ~18" POPLAR
Tree Total 1 - r-, ~ ~ J
Shrubs -Spaced 10 feet on center: S ~A ~ ~ ~ uS ~ ~ 22'~ IRCN /
Wax myrtle Myrica cerifera FAC+ 10% 1 gallon 1 ~a"
Southern arrowwood Viburnum dentatum FAC 25% 1 gallon 3 US - LoD ~ Loo ~ g~ ZONE 3
American beautyberry Callicarpa americans FAC U- 25% 1 gallon 3 i.
Wild hydrangea Hydrangea arborescens FAC U 25% 1 gallon 3 ms ~
Red Elderberry Sambucusracemosa FACU 15% 1 gallon 2
Shrub Total 8 ° 4 ~ CREEK
G~li gyp/ ~ LEAK FORK _ _
G ~ ~ ~ a s ~ tom/
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flHa~fIHD~11Hp~fIHO~fIHO--_I111o-~~,,;,~f111o-~f1H0- : - +
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STABILIZE DISTURBED AREAS WITH °g=
SEEDING AND STRAW, SEE SHEET C16 ~ L(~@
FOR ACCEPTABLE SEED MIXES.
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CHAMPION INDUSTRIES, INC. D8, 1619, PG. 3418 g-
~ 6837-35-1514
cn _ i a
g _ McGEE INDUSTRIAL PARK
- DB, 840, PG. 326
6837-25-8746
872 PROPOSED ROUND 872
EXISTING GROUND PR POSED GROUND LOD ~ LOD ~ /
EXISTING GR UND
1:1 1:1
I STREAM PLANTING LEGEND
I ~ 868 ~ 868
PLANTING ZONE #1 = 490 SF
MATCH EX. GRADE
MATCH EX. GRADE
3:1 PLANTING ZONE #2 = 0 SF
4:1 1 ENCAPSULATED PLANTING ZONE #3 = 1,020 SF
I FILL LAYERS 1' ENCAPSULATED
II
(SEE DETAIL SHEET C16) FILL LAYERS
864 864 (SEE DETAIL SHEET C16) I s.
ZONE 1:
STONE TOE ZONE 3: EDGE OF WATER ZONE 3:
(SEE DETAIL SHEET C16 ) BACK OF BANKFULL TO TOP OF BACK OF BANKFULL
STONE TOE BENCH TO TIE IN BANKFULL BENCH, BENCH TO TIE IN
(SEE DETAIL SHEET C16 ) WITH EXISTING IF PRESENT WITH EXISTING GRADE GRADE
EX 72 DIA. VC
ZONE 4: ZONE 2: ZONE 4:
FROM TIE IN TOP OF BENCH FROM TIE IN
WITH EXISTING TO BACK OF WITH EXISTING
DATUM ELEV DATUM ELEV GRADE TO LIMITS BENCH GRADE TO LIMITS
860. DO 880, 00 OF DISTURBANCE OF DISTURBANCE
~ ~ r` ~ ~ r7 o c~ 00 0 ~ ai
r` ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ro
TOP OF
BANK
0+00 0+00
"BENCH SIDE" TOP OF "OUTSIDE MEANDER"
BANK
NOTE: NO ZONE 2 ON "OUTSIDE MEANDER"
STREAM PLANTING ZONE SCHEMATIC
NOT TO SCALE
20' 0 20' 40'
R E TI N A-A' L KIN WN TREAM R E TI N B B L KIN D WN TREAM PLANTING PLAN SCALE: 1°°=20' (Horiz.>
SEAL SEAL DATE: APRIL 2011 SCALE M&C FILE NUMBER
MCE PROJ. # 5466-0003 CN701
PHASE 1 - WINSTON-SALEM DRAWN JEM HORIZONTAL: DRAIMNGNUMBER
~ ~ ~ 1I11irae~atirti_Cs~la~evt ~ Fir cam + Fnr°~rsth C_~a e~trs
A. / i A. iii V A. ?/i W~Ii/ w s ...y r wvre r -wraw ..r.. .
8020 Tower Point Drive RESTORATION DESIGNED TCS N = zu 1- 1 VERTICAL: C 1 O CHECKED Uxi dies SITE #18 - INDUSTRIAL AV SITE 1 PROJ. MGR. JMO 1 IN = 2 FT 11 OF 17
Charlotte, North Carolina 28227 CRY/County
Phone: [phone], Fax: [phone]
AA0002667 EB0006691 Water s Sewer ® Solid 1J ® Solid Waste Disposal CROSS SECTION/PLANTING PLAN 1100% TATUS: REVISION
REV.NO. DESCRIP110NS DATE License No. C-0342
www.mckimcreed.com REMSIONS PRELIMINARY DESIGN 00

~ _i _ a 89 a m a m m a- - - NOTE: ELEVATIONS SHOWN FOR
e . N e . 892 PROPOSE GROUN SITE 4 ARE BASED ON PUBLICLY _
~ ~ e = EXISTING GA AVAILABLE GISTOPOGRAPHY EXISTING GROUND g_
~ _ _ AND ARE APPROXIMATE.
CONTRACTOR MAY NEED TO
I e a a MAKE ADJUSTMENTS IN THE FIELD BASED ON ACTUAL SITE
e a _ CONDITIONS AS DIRECTED BY
\ ~ ~ ENGINEER.
m
L 7 1:1 US.....'
~ - 88
~ 1 888 5
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J , gs- ~~WATERS OF THE U ~ e~
0 ? s~ ? fl i ..........i. y
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S i~ SITE 0 ~ 2 ~ I
a ~ I ~ ~ ~ /ssa
c 1 D CHAMPION INDUSTRIES, INC. 4 \ CREEK ~ o+oo ~
® 1 ~ ~ DB, 1384, PG. 574 ~ SCALE.1 -300 _ _ _ _ CROSS SECTION A-A' J , - /ss
~ 6837 35 8103 5 ~ ~ - ~ ~ / s5 _ ~ / /
/s5
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5 g WATERS OF THE US J = US US ~ ~ -s5... _ _ m
(SEE DETAIL SHEET C14) s5
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0 _ ~ ~ 0 ~ / ~ _ ~ SS ~ TPF®'..ma a m
m J TPF ' ' " TPF - ENCAPSULATED FILL
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=m V V _.....rm - f ~ - ~ ~ y m4 a
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.r. 5 . G e e. US ~ g ~ DB, ? 175, PG. 1604 9`
SS ,a S g., a ~ 6837-44-0822
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= f PLANTING PLAN
E IMENT ER I N NTR L GRADING 20' 0 20' 40'
SCALE: 1"=20' (Horiz,)
SEAL SEAL DATE: APRIL 2011 SCALE M&C FILE NUMBER
MCE PROD. # 5466-0003 CN701
PHASE 1 - WINSTON-SALEM DRAWN JEM HORIZONTAL: DRAIMNGNUMBER
~ ~ ~ 1~lirae~atirti_Cs~la~evt ~ Fir cam + Fnr°~rsth C_~a e~trs
A. / i A. iii V A. ?/i W~Ii/ w s ...y r wvre r -wraw ..r.. .
8020 Tower Point Drive RESTORATION DESIGNED TCS N = zu 1- 1 VERTICAL: C 11 CHECKED Uxi dies SITE #18 - INDUSTRIAL AV SITE 2 PROJ. MGR. JMO 12 OF 17
Charlotte, North Carolina 28227 CRY/County
Phone: [phone], Fax: [phone]
AA0002667 EB0006691 Water s Sewer ® Solid 1J ® Solid Waste Disposal PLAN
REV.NO. DESCRIP110NS DATE License No. C-0342
www.mckimcreed.com REMSIONS 1100% TATUS: REnsiord PRELIMINARY DESIGN

. - i;
1 i ~ ~
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- \ ~ ~ i i ® ~ SCALE:1 "=300' 'J
i
- gc 892
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® ~ EXISTING GR ND ~ L i - - - /
I c(~ / / EX. DROP INLET
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p _ IS 8~ ~ - ~ EX ~ =e 884 I ~ /
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~ ATERS OF THE US CHAMPION INDUSTRIES, INC. .~ss: ~ ~ J cn I ~
~ DB, ?384, PG. 574
~ i 6837-35-8103 880 r ~ INV. OUT=88 .19
~ ~ i ~ m INV. OUT=88 .83
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S ~ INV. = 87 51 BROKEN OFF \ INV. = 881.47 (BROKE OFF)
,a a \ a m -
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I
-o~ ~ I INSTALL NEW FES TO MATCH EXISTING GRADE NOTE: ELEVATIONS SHOWN FOR SITE 18-3 ARE BASED ON PUBLICLY AVAILABLE GIS TOPOGRAPHY AND ARE
~ 876 INSTALL NEW FES TO MATCH EXISTING GRADE = N ~ FROM EXISTING INVERT OUT WI STEP POOL AND APPROXIMATE. CONTRACTOR MAY NEED TO MAKE
m <2 ~ FROM EXISTING INVERT OUT WI STEP POOL AND <T F ~ ~ I RIP-RAP PROTECTION ADJUSTMENTS IN THE FIELD BASED ON ACTUAL SITE
RIP-RAP PROTECTION n, - ~ I I CONDITIONS AS DIRECTED BY ENGINEER.
N~~' , - ~ ~ - ~ B If STEP POOL
. B ~ STEP POOL - ~ 8.
- (SEE DETAIL SHEET C16 ) 876 (SEE DETAIL SHEET C16
- ~ EX. ` 7 S' RCP
- ~
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m- `
-
PROPOSED 15 FES - ~ - anm . „ EX 12 DI . VC SS EX 12" DIA. VC S
STEP POOL DATU~~2
~ ~ DATUM ELEV DATUM EL b J ILT FENCE ~ S 870.00 860.00 860.00
~ O O ~ ~ O O N ~
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I oo ao ao ao ao ~ ao 00 00 I~ CD CO ~ CA 0) 0) CA DO DO CO CO CO CO CO CO CO
ACCESS FROM MINERAL AVE
I -n \ m
I ~ 0+00 0+40 0+80 1+20 ~ 0+00 0+40 0+80 1+20 1+60 20' 0 20' 40'
J
PLAN R - E TI N A-A
CROSS-SECTION B-B' SCALE: 1"=20' (Horiz,) SCALE: 1"=2' (Vert.)
SEAL SEAL DATE: APRIL 2011 SCALE M&C FILE NUMBER
MCE PROJ. # 5466-0003 CN701
PHASE 1 - WINSTON-SALEM DRAWN JEM HORIZONTAL: DRAIMNGNUMBER
~ ~ ~ 1~lirae~atirti_Cs~la~evt ~ Fir cam + Fnr°~rsth C_~a e~trs
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8020 Tower Point Drive RESTORATION DESIGNED TCS N = zu 1- 1 VERTICAL: C1 1A CHECKED Uxi dies SITE #18 - INDUSTRIAL AV SITE 3 PROJ. MGR. JMO 1 IN = 2 FT 12 OF 17
Charlotte, North Carolina 28227 CRY/County
Phone: [phone], Fax: [phone] 'A 1 Solid Waste Disposal PLAN & PROFILE
AA0002667 EB0006691 Water s Sewer ® Solid 1J
REV.NO. DESCRIP110NS DATE License No. C-0342
www.mckimcreed.com REMSIONS 1100% TATUS: REnsiord PRELIMINARY DESIGN

- N 744
NEWiNGTON D RIVE
e
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CONSTRU NTRANC ~~'a. REICH, KELL Y A `-am m
TAIL SHE T C14) FENS /l `-FENCE ~ 2408 TUKWILA CT a / =-m m:
- - 5894-11-8042
736 I EX. GROUND m - a / ~
0 l x
s / m
6' FROM EXISTING TOB
SITE AC ESS - ~ r 3 ~ ~ EXISTING TOB ~ e i
ALO G X SS -
/ EAS MENT ~ ~ I ~ a: +
.4.am A
a : INSTALLSILT ENCE ~ e 1:1 2;1 MATCH EX. RADE - , - a - ~ ~G4 ~-a
ALONG C EEK SIDE - ~
ae OF ACCE S R AD ~ - SCALE:1"=100' ~ x - -a s® k
_ _ a _ p:.
a m : e- 6.4' e m i.4' _ I PROPOSED GROUND ~ s ~Q~ <p~
~q
.m_ _ a -m 1' ~ v 0.8' ,TPF L~ x x ~hF1 <
TPF TP ~
a ENCAPSULATED FILL ma _ mm ~ ~
(SEE DETAIL SHEET C16) SS _ TPF _ SS ~ SS
r ~ J ~ SS ~ 2.26' SS S
~ m- m ~ @-_ - a ~ ~ _ ' ~ sus
-e a a g-~ 728 a - ~ a g
m m - a
_ a 2, -a. \ ag_ m 2 13.6' s' - _ _ ZONE 1
m ~ ® m 1 - I ~ ^ , ~
m a- m ID~ e r a _ _ X30 .m ~
e- - ~ ~ US 3~®
~
e a STONE TOE JS a, g
-m 1 a e a a a (SEE DETAIL SHEET C16) gg°-= \ :m. ~S..a_g 9 a
g- - - a _ _ HALLSEY, DA l/1D P & ~ '--mm EX. 8" REICH, KELLY A :a - EX. 8" DIA. SS JS ~Od g®" m ~
DONNA L. -mm 9 2408 TUKWILA CT e / x - 724 =a i
2513 NEWINGTON CT _ = ' -m 5894-11-8042 ' _ - ~ a,<p~ mg. ~s
5894-10-7908 a r =a e -REMOVE FENCE AS NECESSARY TO CONSTRUCT JS a =-m
s x a -m _a ~ -.m q
WORK AND PROVIDE TEMPORARY FENCING TO = o ~ m
a i® KEEP OWNERS ANIMALS WITHIN YARD.REPLACE m .
_a
FENCE IN KIND AFTER COMPLETION OF WORK mm_ _ m- 20' 0 20' 40' - ~~C ~ <p~ -
OUTSIDE OF EASEMENT. m m.
_ - m. WALDEN, ROGER A. & .z 140 SCALE: 1"= 0' (Horiz.)
A ma -m SANDRA D. - i.. DATUM ELEV SCALE: 1" 2' (Vert.) TURTTLE, SAMUEL G &
34e.. =.X 2412 TUKWILA CT m g. -.~a ® DAWN M
- 5894-10-9948 X u~ u~ k ~ ~ o 0 2697 PARK OAK DR _ A' SEED AND STRAW
s-~~ ~ N m. 5894-10-7689
m g-~ ofj I~ I~ q m g. ~ ~ ~ ~
_LQD ~ 0 - v
ACCES T°` S FR ~~7D ~ LE1~D.... X
WINGT rPF x -a ON CT m a~ - LPL e ~o ~ TPF 0+80
~Oi ~ lI g P S SS ~ _ _ ®~TP! - - - ~ 'r`"`Y NOTE. ELEVATIONS SHOWN FOR SITE 4 AR -TPF FOR SITE 4 ARE BASED ON PUBLICLY AVAILABLE GIS TOPOGRAPHY
LOD TPF SS _ - - AND ARE APPROXIMATE. CONTRAC' ATE. CONTRACTOR MAY NEED TO MAKE ADJUSTMENTS IN THE FIELD
- L T SS ~ LO _ OD PF ~ ~ SS ' _ _ - - - _ = c~ _ - p D BASED ON ACTUAL SITE CONDITION - = - TE CONDITIONS AS DIRECTED BY ENGINEER. PLANTING PLAN
e, a _ : --a S _
~ IiC ~ ~ S ~ S R CROSS SECTION A-A'
s ~ a - SEED AND STRAW ~ f -n
s®: s. L KI N
-nm~ . _ m: ~ SOD AREA OOKING DOWNSTREAM STREAM PLANTING LEGEND
REMOVE AND REPLACE 185 LF ~ 30 ~ _
a r _ _ ~ _ OF EX. 8" DIA. VC PIPE US 3~_ ~ ' PLANTING ZONE #1 = 630 SF
~ = _ _ _ - ENCAPSULATED FILL
WITH 8" DIP FROM MH TO MH a: 5 _ J . (SEE DETAIL SHEET C16) - NOTE: BYPASS PUMPING AROUND PROP JND PROPOSED
US:.®gg - G i BE ADEQUATE ZONE 1(LIVE STAKE) PLANTING SCHEDULE:
5 TPA ---m® ---m, SEWER REPLACEMENT SHALL BE ADEQI ~ ~o A ANDBA DIVER I N S G SO r
a m a 1 . ENOUGH TO PUMP A PEAK FLOW OF 450 m _a ~ )W OF 450 Site 17: Tukwila Ct
~ Tp g= GALLONS PER MINUTE. CONSULT WITH ~ god am_ A ~ ~ JLT WITH
S m a ~ - g S 6 m s , WINSTON-SALEM FOR FLOW VERIFICATI IERIFICATION. Common Name Scientific Name WetlandlndicatorStatus Percent Planted Approx. No. Notes
s mm m-- R ~ by Species Serviceberry Amelanchiercanadensis FAC 30% 90 plant from mid slope to top of slope
II. ~ - ® a 1/iburnum Viburnum dentatum FAC 30% 90 plantfrom mid slope to top of slope
m - - G Elderberry Sambucus canadensis FAC W- 20% 60 plant mid slope to bottom of slope
a > ~ ~ ~ - _ _ / g-- ~ amm oa ~ Silky dogwood Coinus amomum FAC W+ 15% 50 plant mid slope to bottom of slope
S .m ~ a m :a STONE TOE (SEE DETAIL SHEET C16) a - ~ ' 740 Buttonbush Cephalanthusoccidentalis OBL 5% 20 plant at water's edge
~ ~ ~ S . = ~.fi SEED AND STRAW Livestake Total 310
g-- LIVE STAKES TO BE PLANTED FROM BOTTOM OFACTNE CHANNEL TO TOP OF BANKFULL BENCH, NOT ON BENCH.
_ ~-a G ~ ~ BASEFLOW BYPASS PUMPING - , ~ TURTTLE, SAMUEL G &
DAwN M A SEE DETAIL SHEET C14 ~ G m
a ~ 2697 PARK OAK DR - _ - i„_ .m -m r
5894-1o-76s9 SANDBAG DIVERSION ga
a a SEE DETAIL SHEET C14 ( )
_ ~ US _ g a ~ .-m.a
m ~ .a_ m
20' 0 20' 40'
EDIMENT ER I N NTR L
SCALE: 1"=20' (Horiz.)
SEAL SEAL DATE: APRIL 2011 SCALE M&C FILE NUMBER
MCE PROJ. # 5466-0003 CN701
PHASE 1 - WINSTON-SALEM DRAWN JEM HORIZONTAL: DRAIMNGNUMBER
~ ~ ~ 1~lirae~atirti_Cs~la~evt ~ Fir cam + Fnr°~rsth C_~a e~trs
A. / i A. iii V A. ?/i W~Ii/ w s ...y r wvre r -wraw ..r.. .
8020 Tower Point Drive RESTORATION DESIGNED TCS N = zu 1- 1 VERTICAL: C12 CHECKED Uxi dies SITE #17: TU K WI LA COURT PROJ. MGR. JMO 1 IN = 2 FT 13 OF 17
Charlotte, North Carolina 28227 CRY/County
Phone: [phone], Fax: [phone]
AA0002667 EB0006691 Water s Sewer ® Solid 1J ® Solid Waste Disposal PLAN
REV.NO. DESCRIP110NS DATE License No. C-0342
www.mckimcreed.com REMSIONS 1100% TATUS: REnsiord PRELIMINARY DESIGN

TRENCH BACKFILL
DEPTH OF COVER (CLASS II OR III MATERIALS)
(PIPE BARREL O.D. TO CUT & REMOVE ANY
GROUND AT TRENCH CENTERLINE) COVERING AROUND
r ~ ! ROOTS rrr \ \
TOPSOIL 12 ( ) r r r \ \ r r r / ZONES 1 & 2: PERMANENT SEEDING SCHEDULE
- / / ~ r r r / / GROUND SURFACE r r r - Percent Common name Scientific name Wetland Indicator Status
- - r r r r \ \ INSTALL PLANTS WHERE r r r r / /
- / / rrr = - _ _ CROWN IS FLUSH WITH r - - - ~ \ SOIL SURFA E 46% Retltop Panic Grass, CP NC Ecotype Panicum rigidulum (P. stipitatum), CP NC FAC W
- - - - C AMENDED TOPSOIL / / - - - - - / / / / - - - - / )IL 21% Beaked Panic Grass, ElShore MD Ecotype Panicum anceps, E/Shore MD Ecotype FAC-
/ - - - - / TYP. 0.5 FT DEPTH - - - - - - - - - 'TH g% Showy Tickseetl Sunflower (Bur Marigold), CP Bidens aristosa, CP NC Ecotype FAC W
- - - - / - / / - - - - / - - - - 6% Luritl (Shallow) Setlge, SE VAINE NC Ecotype Carex lurida, SE VANE NC Ecotype blend OBL
- - - - - - \ 5% Swamp (Narrow Leaved) Sunflower, CP NC Helianthus angustrfolius, CP NC Ecofype FAC+
/ _ - - / 5% Soft Rush, CP NC Ecotype Juncus effuses, CP NC Ecotype FAC W+
\ . / I I-I I1=1 I1=III III=1I1=1 I1= /
/ _ _ _ _ _ ~ 4 MIN, + + + + + + + + + + + + + / ~ I_I ~ I_I ~ I_I I~ ~ I_I ~ I_I I I/ 3% Hop Sedge, CP NC Ecotype Carex lupulina, CP NC Ecotype OBL
~ ~ - INITIAL BACKFILL 11=1 III=III - - - - - 3% Woolgrass, CP NC Ecotype Scirpus cyperinus, CP NC Ecotype OBL
(SEETABLES -I 111=/ 1 % Fowl Mannagrass, 'Suther', P NC Ecotype Glyceria striata, 'Suther', P NC Ecotype OBL
\ II -III - - FOR MAT LS) = PIPE ID = ~ - - - - - - - _ 1% Crimsoneyetl Rosemallow, VA Ecotype Hibiscus moscheutos, VA Ecotype OBL
PIPE SPRINGLINE 1 Leathery Rush, CP NC Ecotype Juncus coriaceus, CP NC Ecotype FAC W
: TWICE ROOT DIAMETER EXISTING SOIL (MID-DIAMETER) `
- PIPE O.D. 8 OR 4"MIN. 1 % Maryland Meadow Beauty, CP NC Ecotype Rhezia mariana, CP NC Ecotype FAC W+
HAUNCHING _ / (SEE TABLES „ 1 % Llzartl's Tail, NC Ecotype Saururus cemuus, NC Ecotype OBL
FOR MAT'LS - - - - - - 6 Nate: Seed at 15 Ibs per acre or 1/31b to 1/21b per 1000 sq. h.
- - TYPI AL PLANTIN DETAIL
BEDDING CLASS I MAT'L NOT TO SCALE
( )
LIMIT TRENCH WIDTH TO OD +3'
ZONES 3 & 4: PERMANENT SEEDING SCHEDULE
Percent Common name Scientific name Wetland Indicator Status
I T RBE AREA EE IN HE LE 20% Red-top panlcgrass Panicum rigidulum FAC W
4 DIA. DIP TREN H DETAIL P0% Broomsedge Andropogon virginicus FAC-
EARLY MMER EA N LATE FALL E =ALLSEASON 10% Lance-leavetlcoreopsis Coreopsislanceolata UPL
10% Black-eyed Susan Rudbeckia hirta FAC U
INSTA~~ATION REQUIREMENTS - DUCTILE IRON DIP PIPE GRAVITY SEWERS 40 Ibs/acre of German millet 120 Ibs acre R e rain 5% Partridge pea Chamaecrista fasiculafa FAC U
/ Y (9 ) NOMINAL PIPE DEPTH PRESSURE BACKFILL MATERIALS SEEDING Brown Top Millet may be substitute for (grain) 5% Beaked panicgrass Panicum anceps FAC-
DIAMETER OF COVER (FT) CLASSIFICATION BEDDING HAUNCHING INITIAL BACKFILL MIXTURE German Millet.
80 Ibs/acre tall fesue 80 Ibs/acre of tall fesue feSUe 3°~ River oats Chasmanthium latifolium FAC-
48" 0-23 250 CLASS I I, II OR III CLASS I, II OR III gq° Deer tongue Dichanthelium clandestinum FAC W
23-27 250 CLASS I I, II OR III CLASS I, II OR III May 1 -August 15 October 25 -December 30 )ecember 30 3% Virginiawiltlrye Elymusvirginicus FAC
Refertilize if growth is not fully adequate. Apply 4000 Ibs/acre straw c NOTES FOR BACKFILL MATERIALS SEEDING hydroseeding. 'acre straw or equivalent 3% Commonsneezeweetl Heleniumautumnale FACW 3% Swamp sunflower Helianthus angustifolius FAC+
1. CLASS I MATERIALS SHALL BE NCDOT No. 5 OR 57 STONE. DATES Apply 4000 Ibs/acre straw or equivalent 3% Wild quinine Parthenium integrifolium NIA
2. CLASS II MATERIALS INCLUDE COURSE SANDS AND GRAVELS (MAX. 1-1 /2" IN SIZE) hydroseeding.
3. CLASS III MATERIALS INCLUDE FINE SANDS, CLAYEY GRAVELS AND SAND/CLAY 3% Appalachian beardtongue Penstemon laevigatus FAC
OR CLAY/GRAVEL MIXTURES AND INCLUDE MATERIALS EXCAVATED FROM PIPE 3%° Purple top Tridens flavus FAC U
TRENCHES. 2% Spotted beebalm Monarda puncfata FAC
4. TRENCH BACKFILL INCLUDES MATERIALS EXCAVATED FROM PIPE TRENCHES EXCEPT SEEDING Apply lime and fertilizer per soil tests, or Apply lime and fertilizer per fertilizer per soil tests, or 2000 2% Ironweed Vemonia noveboracencis FAC+
ROCK LARGER THAN TWELVE (12) INCHES SHALL BE REMOVED FROM BACKFILL. AMENDMENTS 2000 Ibs/acre limestone and 750 Ibs/acre limestone and 750 ne and 750 Ibs/acre 10-10-10 1% Upland bentgrass Agrosfisperennans FAC U
5. IN ALL LANDSCAPED OR MAINTAINED AREAS TOP TWELVE (12) INCHES OF BACKFILL Ibs/acre 10-10-10 fertilizer. fertilizer.
SHALL CONSIST OF TOPSOIL STRIPPED FROM TRENCH PRIOR TO EXCAVATION. 1% Tickseetl sunflower Bidens aristosa FAC W
Seed at 151bs per acre or 1/3 Ib to 1/2 Ib per 1000 sq. ft.
DEPTH OF COVER TRENCH BACKFILL
(PIPE BARREL O.D. TO (CLASS II OR III MATERIALS)
GROUND AT TRENCH CENTERLINE) NOTES FOR BACKFILL MATERIALS TERIALS
r ! 1. CLASS I MATERIALS SHALL BE NCD r r r \ \ TOPSOIL 12 ( ) rrr ~ ~ STONE. BALL BE NCDOT No. 5 OR 57
r r r / / - / / ~ r r r - / / 2. CLASS II MATERIALS INCLUDE COUF JCLUDE COURSE SANDS AND
GROUND SURFACE r r r - - ~ ~ „ r r r r \ \ GRAVELS MAX. 1-1 2 N SIZE IN SIZE)
- / / rrr 3. CLASS III MATERIALS INCLUDE FINE r - - - - ~ \ NCLUDE FINE SANDS, CLAYEY
_ - GRAVELS AND SAND CLAY / / - / / Y
/ / / - - - - / / - - - - / ~ OR CLAY GRAVEL MIXTURES AND INCL - - - - - ~ / - - - - ES AND INCLUDE MATERIALS
- - - - ~ EXCAVATED FROM PIPE TRENCHES. / - / - - - - RENCHES. ZONE 1:
~ - - - ~ 3. TRENCH BACKFILL INCLUDES MATEF - - - - - - - ~ _UDES MATERIALS EXCAVATED FROM ZONE 3: EDGE OF WATER ZONE 3:
_ - - / PIPE TRENCHES EXCEPT PROPOSED 12 / - - - / BACK OF BANKFULL TO TOP OF BACK OF BANKFULL
/ ROCK LARGER THAN TWELVE 12 INCI FORCEMAIN ~ - - - ( ) \ ~ - _ _ _ _ - - - - - - 4. TOP TWELVE 12 INCHES OF BACK LVE (12) INCHES. BENCH TO TIE IN BANKFULL BENCH, BENCH TO TIE IN iES OF BACKFILL SHALL CONSIST WITH EXISTING IF PRESENT WITH EXISTING
I-III=1 I1=1I I I I 1=1I1=1 I1= / 4 MIN, ( ) 11=III=III=1111=III=III OF TOPSOIL STRIPPED FROM OM GRADE GRADE
- - \ ~ =-I - _ _ - TRENCH PRIOR TO EXCAVATION IN ALI INITIAL BACKFILL / 11=1 III=III 'ATION IN ALL LANDSCAPED OR
/ - - (SEE TABLES -I III= / MAINTAINED AREAS. ZONE 4: ZONE 2: ZONE 4:
II -III 5. COMPACTION FOR PIPELINE AND Sl FOR MAT LS) = PIPE ID = =LINE AND STRUCTURE EXCAVATIONS FROM TIE IN TOP OF BENCH FROM TIE IN
SHALL BE ATTAINED BY THE THE WITH EXISTING TO BACK OF WITH EXISTING
PIPE SPRINGLINE , ` USE OF MECHANICAL TAMPS. EACH LI BPS. EACH LAYER OF BACKFILL GRADE TO LIMITS BENCH GRADE TO LIMITS AND OF DISTURBANCE OF DISTURBANCE
MID-DIAMETER SHALL BE PLACED LOOSE AND ( ) ~ . I IN PLACE, ALL MATERIAL SHALL
- ~ - 1.5" MIN. THOROUGHLY COMPACTED IN PLACE, i HAUNCHING - _ - - - - - HAVE AN IN PLACE DENSITY CITY
(SEE TABLES - - _ - _ - _ - _ - OF AT LEAST 95% OF MAXIMUM DENS ~XIMUM DENSITY. ALL MATERIAL
FOR MAT'LS - - - - - - 4 - ~ - ~ - ~ - ~ - ~ WITHIN SIX (6) INCHES OF THE F THE TOP OF
BEDDING SUBGRADE LEVEL OF A ROADWAY SHl OADWAY SHALL HAVE AN IN PLACE BANK
(CLASS I MAT'L) DENSITY OF 100% OF
LIMIT TRENCH WIDTH TO OD +3' MAXIMUM DRY DENSITY. ALL MATERIAL SHOULDERS SHALL HAVE AN IN aLL MATERIAL ALONG ROADWAY "BENCH SIDE" TOP OF "OUTSIDE MEANDER" AN IN
PLACE DENSITY OF 95% OF MAXIMUM OF MAXIMUM DRY DENSITY. BANK
NOTE: NO ZONE 2 ON "OUTSIDE MEANDER"
" IA. IP TREN H ETAIL
STREAM PLANTING ZONE SCHEMATIC
NOT TO SCALE
INSTA~~ATION REQUIREMENTS - DUCTILE IRON DIP PIPE SEWER VER)
NOMINAL PIPE TRENCH TYPE DEPTH PRESSURE FOUNDATION BACKFILL MATERIALS
DIAMETER DIAMETER OF COVER (FT) CLASSIFICATION BEDDING HAUNCHING INITIAL E INITIAL BACKFILL
8" CLASS "D" 0-11 350 NOT APPL I, II OR III I, II OR III CLASS I, CLASS I, II OR III
8" CLASS "C" 11-15 350 4" MIN. CLASS I I, II OR III CLASS I, CLASS I, II OR III
8" CLASS "B" 15-19 350 4" MIN. CLASS I CLASS I CLASS I, CLASS I, II OR III
8" STONE ENC. 19-22 350 4" MIN. CLASS I CLASS I CLASS I, CLASS I, II OR III
SEAL SEAL DATE: APRIL 2011 SCALE M&C FILE NUMBER
MCE PROJ. # 5466-0003 CN501
PHASE 1 - WINSTON-SALEM DRAWN JEM HORIZONTAL: DRAIMNGNUMBER
~ ~ ~ 1~lirae~atirti_Cs~la~evt ~ Fir cam + Fnr°~rsth C_~r e~trs
A. / i A. iii V A. ?/i W~Ii/ w s ...y r wvre r -wraw ..r.. .
8020 Tower Point Drive : RESTORATION DESIGNED KAB NA 3
Charlotte, North Carolina 28227 CRY/County PROJ. MGR. JMO NA 14 OF 17
Phone: [phone], Fax: [phone] ilfties CHECKED TCS VERTICAL:
AA0002667 EB0006691 Water s Sewer ® Solid 1J Solid Waste Disposal SEWER & STREAM PLANTING DETAILS 1100% TATUS: REVISION
REV.NO. DESCRIP110NS DATE License No. C-0342
www.mckimcreed.com REMSIONS PRELIMINARY DESIGN

ORANGE, UV RESISTANT, HIGH TENSILE STRENGTH POLY BARRICADE FABRIC
PUBLIC STREET POSTS MAY BE EITHER 4 IN DIA. PINE, 2 IN
WATERPROOF SIGN DIA. OAK, OR 1.33 Ib./LF STEEL
EXISTING GROUND ~ STEEL POST 8 FT MAX. 40 IN 8 FT O.C. MAX.
Z STEEL POST ~ SOIL STABILIZATION FABRIC :L POST 3 N
z UNDER RAIL ROAD BALLAST 4 IN 3 IN SEE NOTES
m ~ FILTER FABRIC 4 IN FABRIC 3 N z
w WOVEN FILTER FABRIC z ~ ~ FLOW _ ~ m z ~ ~ FLOW 4 N ~
- °n z ~ ~ y~OQ O N ~y y~OQ~ ~ ~
~
~ ~ II III=III II I II 11=III II II 11=III=11 II III=III=III II 11=III=11
z w N ~ ~ ~ I - I III- ~ ~ -III- I ~ ~ ~ - ~ ~ ~ I - I ~ ~ 1- ~ ~ ~ ~ I I I ~I I I=111 I I I~ I ~I I X11=111 I I~ I I~ I1=1 ~ 1=1 I ~I I ~I I1=111=1I I~ I I I1=1 ~ 1=1I
~ I~~ I I I I I I III I I I I I I ITTiI~I II ~I V IT~T I I I I V ITTi I 1 1 1 1 1T~T 1 1 LL ~ ~ _ "'-iii~ll-I~III' "'Illiil~ -Illl~r' - 'III"` MNCB0RNSXI4 IN TRENCH OR SKIRT
~ J - ~ ~ I - BACKFILL TRENCH I IN X 4 IN TRENCH 9LL TRENCH Z
~ AND COMPACT a COMPACT
s GENERAL NOTES:
N
1. FILTER FABRIC FENCE SHALL BE A MINIMUM OF 32 INCHES IN WIDTH AND SHALL HAVE A MINIMUM OF 6 LINE ~ JM OF 6 LINE WIRES WITH 12
INCH STAY SPACING.
NOTES: 2. WOVEN FILTER FABRIC TO BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF MORE THAN 30 DAY: :THAN 30 DAYS. NOTES:
3. STEEL POSTS SHALL BE 5 FT IN HEIGHT AND BE OF THE SELF-FASTENER ANGLE STEEL TYPE. 1. WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL
1. A STABILIZED ENTRANCE PAD OF RAIL ROAD BALLAST SHALL BE LOCATED WHERE TRAFFIC WILL ENTER OR EXIT THE CONSTRUCTION SITE ONTO A 4. TURN SILT FENCE UP SLOPE AT ENDS. PUBLIC STREET. 5. ORANGE SAFETY FENCE IS REQUIRED TO BE INSTALLED ON DOWNSLOPE SIDE OF ALL SILT FENCING. (REFEF NCING. (REFER TO SWIM 2. LETTERS TO BE 3 IN HT. MIN., CLEARLY LEGIBLE AND SPACED AS DETAILED. SEE LETTERING DETAIL FOR
2. FILTER FABRIC (8 OZ. NON-WOVEN GEOTEXTILE) OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR THE CONSTRUCTION BUFFER GUIDELINES). PROPER SIGNAGE.
ENTRANCE. 6. THE COLOR ORANGE IS RESERVED FOR VISUAL IDENTIFICATION OF ENVIRONMENTALLY SENSITIVE AREAS. TIVE AREAS. 3. SIGNS TO BE BE PLACED 200 FT O.C. MAX.
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC STREETS OR 7. DRAINAGE AREA CAN NOT BE GREATER THAN 114 ACRE PER 100FT OF FENCE. 4. SIGNS TO BE PLACED AT EACH END AND 200 FT O.C. THEREAFTER.
EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF 8. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROLINA EROSION AND SEDIMI )NAND SEDIMENT CONTROL 5. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
ANY MEASURES USED TO TRAP SEDIMENT. PLANNING AND DESIGN MANUAL. 6. MAINTAIN FENCE THROUGHOUT DURATION OF PROJECT.
4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY. 9. DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR OTHER AREAS OF CONCEP AS OF CONCENTRATED FLOW. 7. FOR ORANGE SAFETY FENCE SIGN AS FOLLOWS: STABILIZATION CONSTRUCTION AREA - DO NOT ENTER
5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN SEE CHARLOTTE- MECKLENBURG MAINTENANCE NOTES:
LAND DEVELOPMENT STANDARD, STD. N0.30.11B.
6. FOLLOWING CONSTRUCTION COMPLETION THE CONTRACTOR SHALL REMOVE ALL STONE, THE AREA SHALL BE REGRADED, AND SEEDED ACCORDING 1. FILTER BARRIERS SHALL BE INSPECTED BY THE CONTRACTOR OR HIS AGENT IMMEDIATELY AFTER EACH RAIN 'ER EACH RAINFALL AND AT SEE APPROVED TREE
TO PLANTING SPECIFICATIONS. LEAST DAILY DURING PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY. ELY. PRESERVATION PLAN FOR
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE L BARRIER STILL IS NECESSARY, THE FABRIC SHALL BE REPLACED PROMPTLY. ;TED USABLE LIFE AND THE REQUIRED RADIUS OF TREE BARRIER
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH APPROX. HALF THE HEIGHT OF THE BAR iT OF THE BARRIER. ANY
N TR TI N E NTRAN E D ETAI L SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONF~ iSED TO CONFORM TO THE
EXISTING GRADE, PREPARED AND SEEDED.
NOT TO SCALE
ILT FEN E ETAIL
2 SILT SACK OR PLAN VIEW NOT TO SCALE
APPROVED
DEWATERING STREAM
DEVICE DISCHARGE DIVERSION
HOSES PUMPS
~ ONE FOOT FOR EACH INCH OF TRUNK DIAMETER OR 112 HEIGHT
P INTAKE HOSE OF TREE WHICHEVER IS z
P DEWATERING IMPERVIOUS SHEETING PLAN VIEW OF ROOT ZONE GREATER. 6 FT MIN WIDTH FOR a 2 IN CAL. TREES OR SMALLER ~
A A ~ 6 IN BARK MULCH, PLACE BARK
i ' WORK AREA BASE FLOW + 1 FOOT MULCH AT AREAS NOT
~ (2 FOOT MINIMUM) ( .1 PROTECTED BY BARRIER. DEAD TREES AND SCRUB OR UNDER LL
FLOW ~ FLOW GROWTH SHALL BE CUT FLUSH WITH M
INTAKE HOSE ~ CROSS SECTION OF SANDBAG DIVERSION HIGH STRENGTH ADJACENT GRADE. NO GRUBBING ALLOWED UNDER DRIP LINE.
SEDIMENT CLEAN WATER SUMP-HOLE OR BAG PLACED ON
DIKE DIKE ~ DOUBLE STITCHED POOL (12 T018 SOURCE: MARYLANDS GUIDELINES TO WATERWAY AGGREGATE OR STRAW "J" TYPE SEAMS LL ~ ~
PUMPS SHOULD DEEP 2' DIA.) CONSTRUCTION -DETAIL 1.2 2 IN x 4 IN STANDARDS + 1 IN x 4 IN RAILS OR = I~ 11- ~ ~ -III-I
DISCHARGE ONTO WORK AREA LENGTH ORANGE SAFETY FENCING MAY BE USED. L I I I I I I I( I i I~ I III-
ASTABLE NOT TO EXCEED THAT WHICH CAN BE SEWN IN SPOUT TREE LIMB REMOVAL
VELOCITY COMPLETED IN ONE DAY NOTES:
DISSIPATOR MADE HIGH STRENGTH STRAPPING 'PING
OF RIP RAP OR o Section A-A FOR HOLDING HOSE IN PLACE SANDBAGS ~ 'LACE 1. REMOVE ALL BARRIERS UPON COMPLETION OF PROJECT. FOR RUNING SEE
WATER FLOW FROM PUMP PUMP INTE NATIONAL SOCIETY 2. LANDSCAPING PLANS SHALL SHOW THE LOCATIONS OF ALL TREE PROTECTION FENCES.
OF ARBORICULTURE 3. REFER TO CITY OF CHARLOTTE LANDSCAPE CONSTRUCTION STANDARDS SECTION 01000 SPECS. FOR GENERAL SPECIFICATION REGARDING TREE PROTECTION.
PUMP-AROUND PRACTICE: iE
15'-0" PUMP DISCHARGE HOSE TEMPORARY MEASURE FOR DEWATERING POND CONSTRUCTION SITES.
ES 3 TREE PROTECTION & ORANGE SAFETY FENCE DETAIL
DESCRIPTION: OPENING ACCOMODATES TOP VIEW UP T04" DISCHARGE HOSE IOSE NOT TO SCALE
THE WORK SHOULD CONSIST OF INSTALLING A TEMPORARY PUMP AROUND AND SUPPORTING MEASURES TO DIVERT FLOW AROUND POND DREDGE CONSTRUCTION SITES.
IMPLEMENTATION SEQUENCE:
SEDIMENT CONTROL MEASURES, PUMP-AROUND PRACTICES, AND ASSOCIATED DREDGE CONSTRUCTION SHOULD BE COMPLETED IN THE FOLLOWING SEQUENCE (REFER TO
DETAIL).
MIN 10 FT CRANE MATS
1. CONSTRUCTION ACTIVITIES INCLUDING THE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES SHOULD NOT BEGIN UNTIL ALL NECESSARY EASEMENTS
AND/OR RIGHTS-OF-WAYS HAVE BEEN ACQUIRED. ALL EXISTING UTILITIES SHOULD BE MARKED IN THE FIELD PRIOR TO CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE AGGREGATE OR
FOR ANY DAMAGE TO EXISTING UTILITIES THAT MAY RESULT FROM CONSTRUCTION AND SHOULD REPAIR THE DAMAGE AT HISIHER OWN EXPENSE TO THE COUNTY'S OR STRAW UNDERLAYMENT SIDE VI EW UTILITY COMPANY'S SATISFACTION.
2. THE CONTRACTOR SHOULD NOTIFY THE SEDIMENT CONTROL INSPECTOR AT LEAST 5 DAYS BEFORE BEGINNING CONSTRUCTION. ADDITIONALLY, THE CONTRACTOR SHOULD
INFORM THE LOCAL ENVIRONMENTAL PROTECTION AND RESOURCE MANAGEMENT INSPECTION AND ENFORCEMENT DIVISION AND THE PROVIDER OF LOCAL UTILITIES A NOTE:
MINIMUM OF 48 HOURS BEFORE STARTING CONSTRUCTION. SILT CONTROL SYSTEM TO BE USED IN CONJUNCTION WITH PUMP AROUND IF DEEMED ED
3. THE CONTRACTOR SHOULD CONDUCT APRE-CONSTRUCTION MEETING ON SITE WITH THE CONSTRUCTION INSPECTOR, THE COUNTY PROJECT MANAGER, AND THE NECESSARY BY SEDIMENT CONTROL INSPECTOR TO TREAT ANY SEDIMENT-LADEN WATER VATER
ENGINEER TO REVIEW LIMITS OF DISTURBANCE, EROSION AND SEDIMENT CONTROL REQUIREMENTS, AND THE SEQUENCE OF CONSTRUCTION. THE CONTRACTOR SHOULD WITHIN THE DRY WORK AREA. FIBC
STAKE OUT ALL LIMITS OF DISTURBANCE PRIOR TO THE PRE-CONSTRUCTION MEETING SO THEY MAYBE REVIEWED. THE PARTICIPANTS WILL ALSO DESIGNATE THE DEWATERINGIFILTER BAG MATERIALS SPECIFICATIONS: CONTRACTOR'S STAGING AREAS AND FLAG ALL TREES WITHIN THE LIMITS OF DISTURBANCE WHICH WILL BE REMOVED FOR CONSTRUCTION ACCESS. TREES SHOULD NOT THE DEWATERINGIFILTER BAG SHALL BE MADE OF NON-WOVEN GEOTEXTILE WITH A MINIMUM
BE REMOVED WITHIN THE LIMITS OF DISTURBANCE WITHOUT APPROVAL FROM THE LOCAL AUTHORITY. SURFACE AREA OF 225 SQUARE FEET PER SIDE. ALL STRUCTURAL SEAMS SHALL BE SEWN .MINIMUM
4. CONSTRUCTION SHOULD NOT BEGIN UNTIL ALL SEDIMENT AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED AND APPROVED BY THE ENGINEER AND THE WITH A DOUBLE STITCH USING A DOUBLE NEEDLE MACHINE WITH HIGH STRENGTH THREAD. :SEWN HREAD. CHANNEL BOTTOM
CONSTRUCTION INSPECTOR. THE CONTRACTOR SHOULD STAY WITHIN THE LIMITS OF THE DISTURBANCE AS SHOWN ON THE PLANS AND MINIMIZE DISTURBANCE WITHIN THE THE SEAM STRENGTH SHALL WITHSTAND 100LB/IN USING ASTM D~884 TEST METHOD. THE D. THE NOTES:
WORK AREA WHENEVER POSSIBLE. DEWATERINGIFILTER BAG SHALL HAVE A NOZZLE LARGE ENOUGH TO ACCOMMODATE A FOUR 'E A FOUR
5. UPON INSTALLATION OF ALL SEDIMENT CONTROL MEASURES AND APPROVAL BY THE CONSTRUCTION INSPECTOR, THE CONTRACTOR SHOULD BEGIN WORK WITH THE INCH DISCHARGE HOSE. THE NOZZLE SHALL BE SEALED TIGHTLY AROUND THE DISCHARGE ;HARGE 1. CONTRACTOR SHALL CLEAR ALL TREES AND SHRUBBERY FROM AREA WHERE FLEXIBLE INTERMEDIATE BULK CONTAINER (FIBC) ABUTMENTS ARE TO BE
ESTABLISHMENT OF STABILIZED CONSTRUCTION ENTRANCES. THE SEQUENCE OF CONSTRUCTION MUST BE FOLLOWED UNLESS THE CONTRACTOR GETS WRITTEN HOSE WITH A STRAP OR SIMILAR DEVICE TO PREVENT UNTREATED WATER FROM ESCAPING. GAPING. PLACED AND CUT STEMS FLUSH WITH GROUND SURFACE TO PREVENT PUNCTURE OF FIBC FABRIC SHELL.
APPROVAL FOR DEVIATIONS FROM THELOCAL AUTHORITY. THE CONTRACTOR SHOULD ONLY BEGIN WORK IN AN AREA WHICH CAN BE COMPLETED BY THE END OF THE DAY. THE GEOTEXTILE FABRIC SHALL BE A NON-WOVEN FABRIC WITH THE FOLLOWING PROPERTIES: AT THE END OF EACH WORK DAY, THE WORK AREA MUST BE STABILIZED AND THE PUMP AROUND REMOVED. WORK SHOULD NOT BE CONDUCTED IN THE POND DURING RAIN ;OPERTIES: 2. FIBC'S SHALL BE 1 CU YD CAPACITY OR LARGER.
EVENTS. WEIGHT ASTM D-3776 10 OZIYD 3. FIBC TO BE FILLED WITH SAND VOID OF LARGE STONES, DEBRIS, TRASH AND CLAY. CONTRACTOR TO ENSURE THAT FILL MATERIAL CAPABLE OF SUPPORTING
6. SANDBAG DIKES SHOULD BE SITUATED AT THE ENDS OF THE WORK AREA AS SHOWN ON THE PLANS, AND POND WATER SHOULD BE PUMPED AROUND THE WORK AREA. THE GRAB TENSILE ASTM D-4632 270 LBS CRANE MATS AND EQUIPMENT LOADING WITHOUT EXCESSIVE DEFLECTION OF CRANE MAT SURFACE. FIBC'S TO BE FILLED ONSITE.
PUMP SHOULD DISCHARGE ONTO A STABLE VELOCITY DISSIPATER MADE OF RIPRAP OR SANDBAGS. PUNCTURE ASTM D-4833 150 LBS 4. CONTRACTOR TO ENSURE THAT NO FILL OR EXCAVATION OCCURS WITHIN THE ACTIVE STREAM CHANNEL INCLUDING PLACEMENT OF ABUTMENTS.
7. WATER FROM THE WORK AREA SHOULD BE PUMPED TO A SEDIMENT FILTERING MEASURE SUCH AS A DEWATERING BASIN, SILT SACK, OR OTHER APPROVED SOURCE. THE FLOW RATE ASTM D-4491 70 GAUMIN/SQ FT 5. AVOID REMOVAL OF ANY LIVING OR DEAD VEGETATIVE MATTER OUTSIDE THE AREA OF PLACEMENT OF THE ABUTMENTS UNLESS NECESSARY FOR PLACEMENT OF CRANE MATS OR TO AVOID DEBRIS BUILDUP WITHIN STREAM CHANNEL.
MEASURE SHOULD BE LOCATED SUCH THAT THE WATER DRAINS DOWNSTREAM OF THE POND. PERMITIVITY ASTM D-4991 111.3 SEC 6. PLACE FIBC'S TO ENSURE STABILITY ALONG SLOPE AND PROVIDE STABLE SURFACE FOR PLACEMENT OF CRANE MATS.
8. AFTER AN AREA IS COMPLETED AND STABILIZED, THE CLEAN WATER DIKE SHOULD BE REMOVED. AFTER THE FIRST SEDIMENT FLUSH, A NEW CLEAN WATER DIKE WOULD BE UV RESISTANCE ASTM D~355 70% ESTABLISHED FROM THE OLD SEDIMENT DIKE. FINALLY, UPON ESTABLISHMENT OF A NEW SEDIMENT DIKE BELOW THE OLD ONE, THE OLD SEDIMENT DIKE SHOULD BE AOS % RETAINED ASTM D-4751 100 7. CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT CRANE MATS AND FIBC ABUTMENTS AS USED ARE CAPABLE OF SUPPORTING EQUIPMENT AND
REMOVED. CONSTRUCTION ACTIVITIES WITHOUT DAMAGE TO STREAM CHANNEL OR BANKS.
9. A PUMP AROUND MUST BE INSTALLED ON ANY TRIBUTARY OR STORM DRAIN OUTFACE WHICH CONTRIBUTES BASEFLOW TO THE WORK AREA. THIS SHOULD BE CONSTRUCTION: 8. CONTRACTOR TO ENSURE THAT CROSSING IS CLEAR OF DEBRIS AT ALL TIMES.
ACCOMPLISHED BY LOCATING A SANDBAG DIKE AT THE DOWNSTREAM END OF THE TRIBUTARY OR STORM DRAIN OUTFACE AND PUMPING THE STREAM FLOW AROUND THE THE DEWATERINGIFILTER BAG SHALL BE INSTALLED OVER A 3 INCH GRAVEL BASE OR A STRAW R A STRAW 9. IN THE EVENT OF ANTICIPATED LARGE RAINFALL EVENTS CONTRACTOR SHALL REMOVE CRANE MATS AND FIBC'S AS NECESSARY PRIOR TO EVENT IN ORDER
WORK AREA. THIS WATER SHOULD DISCHARGE ONTO THE SAME VELOCITY DISSIPATER USED FOR THE MAIN STEM PUMP AROUND. BALE BASE TO PROMOTE INFILTRATION AND DEWATERING OF THE FILTER BAG. TO PREVENT EROSION ADJACENT TO STREAM CHANNEL OR DAMAGE TO TEMPORARY STREAM CROSSING. A LARGE STORM EVENT IS DEFINED AS A STORM OF 1
IN OF RAIN OR MORE IN LESS THAN 24 HOURS AS PREDICTED BY THE NATIONAL WEATHER SERVICE. 10. UPON COMPLETION OF CONSTRUCTION ACTIVITIES, CONTRACTOR SHALL REMOVE ALL CRANE MATS; FIBC'S AND REMOVE ANY FILL MATERIAL SPILLED WITHIN
THE STREAM CHANNEL.
I LT A K ETAI L P M P AR N ETAI L
4 6 TEMPORARY STREAM CROSSING DETAIL
NOT TO SCALE NOT TO SCALE NOT TO SCALE
SEAL SEAL DATE: APRIL 2011 SCALE M&C FILE NUMBER
MCE PROJ. # 5466-0003 CN102
PHASE 1 - WINSTON-SALEM DRAWN GA HORIZONTAL: DRAIMNGNUMBER
~ ~ ~ 1111irae~atirti_Cs~la~evt ~ Fir cam + Fnr°~rsth C_~a e~trs
A. / i A. iii V A. ?/i W~Ii/ w s ...y r wvre r -wraw ..r.. .
8020 Tower Point Drive : RESTORATION DESIGNED KAB NA C14
Charlotte, North Carolina 28227 CRY/County PROJ. MGR. JMO NA 15 OF 17
Phone: [phone], Fax: [phone] ilfties CHECKED TCS VERTICAL:
AA0002667 EB0006691 Water s Sewer ® Solid 1J Solid Waste Disposal EROSION CONTROL DETAILS 1100% TATUS: REVISION
REV.NO. DESCRIP110NS DATE
www.mckimcreed.com REMSIONS PRELIMINARY DESIGN A

T NE IZIN HART
Detail Detail Req'd Scour Approx. # o f stone col~~rses
Ti e o 'Revetment Stream Reach Number Sheet Function D50 NCDOT NCDOT Depth below grade to stream invert Notes
Jp
inches Class Class niches
#4 Washin on
J-Hook - a ex/arm stone Park 1 C15 '-hook vane arm 36 boulder p J boulder 46 1
#4 Washin on
Class B 12 2 scour depth set to 2Xstone dia
J-Hook -base stone Park 1 C15 base stone for scour ool 6 Class B p
#4 Washin on
J-Hook -scour ool stone Park 1 C15 scour ool stone 14 Class 2 p p Class 2 35 3
Ri Ra #3 Salem Creek 4 C16 bank rotection 14 Class 2 p p p Class 2 36 3 thickness = 2.25 x D50
Ri Ra #1 Miller Park NA NA ade control 14 Class 2 Class 2 27 2
p p
Stone Toe ST #4 Washin ton Par 5 C16 scour stone toe 14 Class 2 Class 2 31 2
g
Stone Toe ST #3 Salem Creek 5 C16 bank rotection 14 Class 2 p Class 2 19 1
Stone Toe ST @enca .Fill #17 Tukwila Court 6 C16 bank rotection 24 boulder p p boulder 20 1
Stone Toe ST @enca .Fill #2 Weatherwood 6 C16 bank rotection 14 Class 2 p p Class 2 45 3 3 courses
Stone Toe ST @enca .Fill #18 Industrial 6 C16 bank rotection 24 boulder boulder 20 1
p p
A
L4
L3
APEX STONE SHALL BE LARGE :LARGE "X„
FLAT STONE AND FIELD APPROVED BY ENGINEER. D FIELD - _ _ FLOWy 31NEER. ~ - - - _ _ _ _ _ - - -
~ ~ M
~ ~ 1 ~ Max - - ORAS SHOWN ~ ,'T
We =CHANNEL WIDTH - ~ ~ ON PLANS '
o. .
FILTER FABRIC (KEYED IN PER iER FABRIC ' ` ~~Y~~ i'~ , YED IN PER ~ ~ _ ~ ~
Wb = BANKFULL WIDTH MANUFACTURER'S ~ACTURER'S ~ - -
~ SPECS) SPECS) ~ . ~ _ _ _ - ~ ` - - - . ~ ' ~ SCOUR STONE
W1 W2 W3 ~ ~ i (SEE STONE
SIZING CHART)
FLOW ~ ~ ~ FOOTER STONE (SEE STONE BASE STONE
SIZING CHART) ~ SET IN FIELD TO ENSURE FISH (SEE STONE
~ 113 -112 ~ STONE DIA. PASSAGE AFTER CONSTRUCTION SIZING CHART)
GAPS ~ ~ ~
+x.. ~ CROSS SECTION A-A'
20°-30°
~ ~
~ ~ C~ ~ L2~
~ ~
~ *o
B• B ~
L3
b SCOUR HOLE °Z2" + D
L4 "Z.. D ~ "Z° BANKFULL ELEVATION
\ / j
"Z1" ~ ~ r ~ + 1~ ~ \ ~ STONE 1l3 -112 STONE DIA. ° DIA. H3 =STONE
/ J ~ C ` "y ~ ~ PROTRUSION DESIGN POINT= /
+ ~ 1 ~ ~2o HEIGHT TOP LAYER OF ~ . ~ APEX STONE AT OR%
t~ H1 ~ NEAR BED
a~ ~ „X" ELEVATI
V
FOOTER STONE D ~ i,1
' ~ H2
,l
A'
FOOTE (SE FOOTER STONE t (SEE STONE ~ ~ FILTER FABRIC
SIZIN( SIZING CHART) (KEYED IN PER
UNDERLAYING BASE STONE MANUFACTURER'S
PLAN VIEW NOT SHOWN FOR CLARITY SPECS)
NOTES:
1. STONE PROTRUSION HEIGHT, H3 =1/3 STONE HEIGHT, MAX 6 IN. CROSS SECTION B-B'
J-HOOK VANE DETAIL
1 NOT TO SCALE
-H K VANE HED LE
Location Dimensions Elevations
Plan
Designation Stream Reach sheet Station We Wb W1 W2 W3 L1 L2 L3 L4 C D D H1 H2 H3 "X" "Y" "Z1" "Z2"
ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft
JHOOK Site 4: Washington Park C7 46 72 22 20 13 50 20 50 85 4 10 10 10.8 3.8 0.5 731.0* 728.0 738.0* 731.5
* Elevation to be field verified with Design Engineer.
* ELEVATION TO BE FIELD VERIFIED
WITH DESIGN ENGINEER.
SEAL SEAL DATE: APRIL 2011 SCALE M&C FILE NUMBER
MCE PROJ. # 5466-0003 CN501
PHASE 1 - WINSTON-SALEM DRAWN JEM HORIZONTAL: DRAIMNGNUMBER
~ ~ ~ 1~lirae~atirti_Cs~la~evt ~ Fir cam + Fnr°~rsth C_~a e~trs
A. / i A. iii V A. ?/i W~Ii/ w s ...y r wvre r -wraw ..r.. .
8020 Tower Point Drive : RESTORATION DESIGNED KAB NA 5
Charlotte, North Carolina 28227 CRY/County PROJ. MGR. JMO NA 16 OF 17
Phone: [phone], Fax: [phone] ilfties CHECKED TCS VERTICAL:
AA0002667 EB0006691 Water s Sewer ® Solid 1J Solid Waste Disposal STREAM DETAILS
REV.NO. DESCRIP110NS DATE License No. C-0342
www.mckimcreed.com REMSIONS 1100% TATUS: REnsiord PRELIMINARY DESIGN

3 IN TOPSOIL (MIN.) SEED AND STABILIZE
(REFER TO SPECIFICATIONS) EXISTING GRADE
TOP OF SLOPE 1
3 FT O.C.
• • • a
3 ft i~l~ • • • • t~Ra
° 3 ft ECM 5 -
FLOW EX. SLOPE ~ PROPOSED SLOPE ~ PROPOSED GRADE ail
WITH ECM STONES AS INDICATED ON PLANS
PLAN VIEW FIRMLY PACK SOIL o
/ AROUND THE BASE OF
~ THE TUBELING, SO THAT NO AIR POCKET REMAIN. AVERAGE BASE FLOW I ~ ~ a,p;;,;:r:;;~;; LIVE STAKES
~a,..v
• ~~~.h,Y..d,~. `a"'~``' ~ ADDITIONAL COIR LOG, PER SCHEDULE BELOW _ x•y '
TUBELING NOTES: '''e,44~; s''i',' '~~~:~~=~»~M EROSION CONTROL MAT BIO-D 70 OR APPROVED
1. SEE PLANTING SCHEDULE FOR DESIRABLE SPECIES AND SIZE. 2. SPACE AT 3.0 FT 0 C. (TRIANGULAR SPACING). ;Kx~ f•~;;~:,, EQUAL (KEYED IN AS PER ECM DETAIL. MAT TO .ti, . y.
3. ALL TUBELINGS SHALL COMPLY WITH THE RECOMMENDATIONS AND REQUIREMENTS OF ANSI ~~""'~'~'ti"`~* OVERLAP FILTER CLOTH 12 IN MIN) °Ih" Y'.. .4p
260.1 "AMERICAN STANDARD FOR NURSERY STOCK." L ~ CHINK WITH 4. CUT AND FOLD BACK SLOT IN MAT TO INSTALL TUBELING. SEAL SLOT WITH COMPOST AND 2 IN STONE BASE STONE, (SEE STONE SIZING CHART FOR SIZE AND DEPTH)
STAPLE. ALLOW 6 IN DIAMETER AROUND TUBELING WITH NO ECM. 1!3 L 2l3 L ~
5. PLANT THE ROOT BALL SLIGHTLY DEEPER THAN IT WAS IN THE TUB. FOOTER STONE, (SEE STONE SIZING CHART FOR SIZE AND DEPTH)
FI LTER CLOTH
I
TUBELING DETAIL ~ ~ \ FLOC Hz 2 1
NOT TO SCALE H

e FLOW
Dso PER STONE g SIZING CHART
H3 STONE TOE SCHEDULE
TENSAR BX 1100 Coir Log
. GEOTEXTILEORFILTER . ~ CLOTH IF SO DIRECTED Site No. Site Roll Measured Plan
BY ENGINEER IN THE I _ll Designation Name Side Required Length (ft) Sheet Notes
FIELD 4 Washington Park Left Yes 66 C7 16-Inch Coir Roll
PROFILE VIEW 31NFILLASNECESSARY
Not to Scale PLAN VIEW 3 Salem Creek Left Yes 104 C5 16-Inch Coir Roll
TOP OF SLOPE L L Not to Scale ,I~IIN~u~N~ll~. 17 Tukwila Court Left Yes 120 C12 16-Inch Coir Roll
NOTES: 2 Weatherwood Left Yes 144 C3 16-Inch Coir Roll
• • • 1. D50 PER STONE SIZING CHART 3 ft EXISTING SLOPE 18 Industrial Left Yes 106 C9 16-Inch Coir Roll
• • • • OR NEW 2. FIELD TOLERANCE FOR FIELD HEIGHTS 3 ft (H1 , H2) TO BE 3 IN Profile Plan Uew
5° 3. STONE TO BE PLACED BY HAND OR TOTAL: 434
FLOW SMALL MACHINERY Step Pools ~ 45° CUT
PLAN VIEW - " ~4 STEP POOL DETAIL
i 1 / NOT TO SCALE 5 STONE TOE (ST) DETAIL
NOT TO SCALE
WILLOW LIVE STAKES 1!4 IN -1.5 IN DIAM. X 3 FT - 4 FT
LENGTH SPACED 3.0 FT O.C. (TRIANGULAR SPACING) ANGLES AT 45° TO DOWNSTREAM FLOW
NOTES:
1. SEE LIVESTAKE PLANTING SCHEDULES FOR ACCEPTABLE SPECIES AND QUANTITIES
2. SOAK WILLOW STAKES FROM ARRIVAL ONSITE TO IMMEDIATELY BEFORE 4 FT -
INSTALLATION AND RECUT ENDS AT 45° ANGLES PRIOR TO INSTALLATION
3. USE Yz IN -3I4 IN REBAR FOR PILOT HOLES PRIOR TO DRIVING LIVE STAKES INTO a;
GROUND 4. DRIVE LIVE STAKE 314 OF ITS LENGTH INTO THE GROUND . ; x` «,c, EXPOSE NO MORE THAN
5. RECUT ANY LIVE STAKE TIPS DAMAGED BY INSTALLATION 2 IN OF STAKE (TYP.) 30 IN
6. STAKES TO BE 114 IN T01.5 IN DIAMETER, 3 FT LONG
LIVE STAKE DETAIL
NOT TO SCALE STAKE ALONG TOE OF
SLOPE AT 1 FT SPACINGS SECURE EROSION CONTROL MATTING
WITH 2 IN X 2 IN X 30 IN
NOTCHED WOOD DEAD STAKES
EROSION CONTROL MATTING TOE OF SLOPE
KEY IN EROSION CONTROL MATTING
FOR A DEPTH OF 1 FT
PER MANUFACTURER'S RECOMMENDATIONS
BIOD-70 EROSION CONTROL MAT 2 FT FT L
(OR APPROVED EQUAL) 2 FT I 2 FT MIN
WRAP FACE OF FILL LAYER ~ - - - - ~ NOTES:
OUTSIDE OF TENSAR BX1100 ~ - III-III I I I=III ` ;
(OR APPROVED EQUAL) III-I I I° I I I-111 III=III° • : T 1. BEGIN AT TOP OF SLOPE AND ANCHOR FIBER MATTING IN A 12 IN DEEP INITIAL ANCHOR 11=1T_I ,;r,.:.`~. ~ ; % TRENCH. BACKFILL TRENCH AND TAMP EARTH FIRMLY.
2. UNROLL FIBER MATTING DOWNSLOPE IN THE DIRECTION OF WATER FLOW.
Ih:.:`;; 3. OVERLAP EDGES OF ADJACENT PARALLEL ROLLS BY 6 IN AND ANCHOR AT 12 IN
1 FT OF TOPSOIL ICI I I ' ` ~ SELECT ONSITE FILL CENTERS.
REQUIRED ..f MATERIAL, APPROVED 4. WHEN FIBER MAT MUST BE SPLICED, PLACE END OVER END (SHINGLE STYLE) WITH 12 IN
=III °f . LIVE STAKES OR TUBELINGS -11 `:::,:'''.:.;:::;.:'>.;~.;':~,'-.`;':i;;;.;.,<.;.; - BY DESIGN ENGINEER OVERLAP AND ANCHOR USING TWO STAGGERED ROWS OF STAKES AT 6 IN CENTERS.
l- BETWEEN EACH LAYER AT 1 FT O.C. - 5. LAY FIBER MAT LOOSELY AND ANCHOR SUFFICIENTLY TO MAINTAIN DIRECT CONTACT
I =III III=III-~ WITH THE SOIL - DO NOT STRETCH.
I1=1II ~ l - TENSAR BX1100 OR ENGINEER 6. FOR SLOPES 2:1 AND STEEPER USE A MINIMUM OF 3 STAKES PER SQUARE YARD AND APPROVED EQUAL FOR SLOPES FLATTER THAN 2:1 USE A MINIMUM OF 2 STAKES PER SQUARE YARD.
- - - - - - - - - - 7. ANCHOR, FILL, AND COMPACT END OF FIBER MATTING IN 12 IN X 6 IN TERMINAL ANCHOR
i ~ .tea"fir" .r~.r~ ,r~;'v°~~': TRENCH (MIRROR IMAGE OF INITIAL TRENCH).
AP APPROVED FILTER CLOTH
I PROPOSED ECM DETAIL
STREAM FOOTER ~ FOOTER STONES 7 NOT TO SCALE
INVERT - - - SEE STC SEE STONE SIZING CHART
FOR FO( FOR FOOTER SIZE AND DEPTH
ENCAPSULATED FILL DETAIL
NOT TO SCALE
SEAL SEAL DATE: APRIL 2011 SCALE M&C FILE NUMBER
MCE PROJ. # 5466-0003 CN501
PHASE 1 - WINSTON-SALEM DRAWN JEM HORIZONTAL: DRAIMNGNUMBER
~ ~ ~ 1~lirae~atirti_Cs~la~evt ~ Fir cam + Fnr°~rsth C_~a e~trs
A. / i A. iii V A. ?/i W~Ii/ w s ...y r wvre r -wraw ..r.. .
8020 Tower Point Drive : RESTORATION DESIGNED KAB NA C1 6
Charlotte, North Carolina 28227 CRY/County PROJ. MGR. JMO NA 17 OF 17
Phone: [phone], Fax: [phone] ilfties CHECKED TCS VERTICAL:
AA0002667 EB0006691 Water s Sewer ® Solid 1J Solid Waste Disposal STREAM DETAILS
REV.NO. DESCRIP110NS DATE License No. C-0342
www.mckimcreed.com REMSIONS 1100% TATUS: REnsiord PRELIMINARY DESIGN

Z
w
w
Q
a
z
0
N_
J_
m
Q
~ ~
~ Q
W WATER MAIN ~ ~ m
x EX. FENCE Z
Q
SS EX. SANITARY SEWER
-uE uE- EX. UNDERGROUND ELECTRIC
~ ,r • ~ WETLANDS
Q
WATERS OF THE US
F EASEMENT W
CONSTRUCTION EASEMENT
W
EX. PAVEMENT
PROP STEP POOL
FOR REVI EW ON LY
goo PROP LIMIT OF DISTURBANCE
w
750 PROP MAJOR CONTOUR ~
748 PROP MINOR CONTOUR
PROP STREAM CENTERLINE
U
PROP EROSION CONTROL MATTING
PROP ENCAPSULATED FILL '
PROP SANITARY SEWER
~TpA~ TEMP PUMP AROUND
sF TEMP SILT FENCE Z
DRAWING INDEX Z
TPF TEMP TREE PROTECTION FENCE BELEWS CREE LIFT STATION 8 N Q
TEMP CONSTRUCTION ENTRANCE T1 COVER SHEET ~
C1 SITE 6: SOUTHERN ST 1 W
TEMP SANDBAG DIVERSION ~P
PROP TREE REMOVAL ~/Nl//~~ C2 SITE 6: SOUTHERN ST 1 J J
E SPR/ ~ NHS 0~ C3 SITE 7: SOUTHERN ST 2 Q
W a
FST ~ W PROP LOG VANE AUNT ° C3A SITE 7: SOUTHERN ST 2 U
q/N ~ o CRES1 C4 SITE 8: BELEWS CREEK LIFT STATION ~
~n ~ LAKE PROP STONE TOE °z ~ Z
C5 SITE 8: BELEWS CREEK LIFT STATION Q
RIP-RAP ~ _ C6 SITE 9: KENSAL GREEN CT 1 ~
r
~ o ~ ~ C7 SITE 10: KENSAL GREEN CT 2 m
r~ ~ C8 SITE 11: LEICHESTER SQUARE CT ~
~ ~ ° 6 SOUTHERN ST.1 C9 SITE 12: BROKEN SADDLE LN (q

7 SOUTHERN ST. 2 GENERAL NOTES: C10 SITE 12: BROKEN SADDLE LN ~
K N AL REE SAL GREEN CT. 09 10 C11 SITE 13: GREEN ST 1
1. THE CONTRACTOR IS RESPONSIBLE FOR MARKING AND AVOIDING UTILITIES. UTILITIES SHALL BE MARKED IN THE FIELD PRIOR TO _
THE ON-SITE PRECONSTRUCTION MEETING. CONTACT: CAROLINA ONE CALL OR THE INDIVIDUAL UTILITY PROVIDERS I.E. G~ ~`P ~ LEICHESTER SQUA fER SQUARE CT. 11 C12 SITE 13: GREEN ST 1
WINSTON-SALEM(FORSYTH COUNTY CITYICOUNTY UTILITIES, DUKE ENERGY, PIEDMONT NATURAL GAS, AT&T, TIME WARNER, ETC. 2. THE CONTRACTOR IS RESPONSIBLE FOR CREATING AND MAINTAINING A SAFE AND APPROPRIATE TRAFFIC SAFETY PLAN. OJ 0~ ~ BROKEN SADDLE L SADDLE LN 12 C13 SITE 14: GREEN ST 2
5 ~ 3. FEMA REFERENCE: SITE 6, FEMA MAP #6876; SITE 7, FEMA MAP #6876. J GREEN ST.
4. TOPOGRAPHY AND SURFACE UTILITIES SHOWN HEREIN ARE BASED ON A 2010 SURVEY BY ALLIED ASSOCIATES, P.A. C-2198 , 4720 STON m 13 14 ( ) 421 OLD WIN c~ 13 14 C14 SITE 15: CAROTEC DR
KESTER MILL RD., WINSTON-SALEM, NC, [phone] AND WINSTON-SALEM GEOGRAPHIC INFORMATION SYSTEMS MAPS. ALL ~ 42~ EAST MOU DATA BASED ON NC GRID NAD 83 AND VERTICAL DATUM IS NAVD 88. ~ NTA/N C14A SITE 15: CAROTEC DR 00
5. WETLANDS SHOWN HEREIN ARE DETERMINED BASED ON ONSITE REVIEW ON AUGUST 31, 2010 BY MCKIM & CREED, P.A. THEY HAVE C15 SITE 16: LAKESIDE DR ~
NOT BEEN SURVEYED. WATER'S OF THE US FOR ALL SITE LOCATIONS ARE ASSUMED AS TOP OF STREAM BANK. ¢
6. THESE PLANS WERE PREPARED WITH THE FIELD INFORMATION AT THE TIME OF PROJECT SURVEY. IT IS POSSIBLE THAT FIELD E 2/ C16 SEWER & STREAM PLANTING DETAILS ~
CONDITIONS AT THE TIME OF CONSTRUCTION VARY FROM THESE PLANS AND IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY SV~I-~ FIELD CONDITIONS SUCH AS ELEVATIONS DEPTHS ETC. PRIOR TO PROCEEDING WITH WORK. DER TRIAL PARK DER INDUS C17 GENERAL DETAILS ~
7. SPECIFIED AND/OR PROPRIETARY PRODUCTS SHOWN HEREIN MAY BE SUBJECT TO SUBSTITUTION WITH OTHER PRODUCTS OF
EQUAL OR SUPERIOR FUNCTION AS RECOMMENDED BY THE CONTRACTOR SUBJECT TO WRITTEN REVIEW AND APPROVAL OF THE ~ C18 STREAM DETAILS ~
DESIGN ENGINEER. WHEN THE CONTRACTOR USES PROPRIETARY PRODUCTS, IT IS THE CONTRACTOR'S RESPONSIBILITY TO ~ VERIFY WITH THE SUPPLIERIMANUFACTURER THAT THEIR PRODUCT WILL FUNCTION PER THE DESIGN OR THE GIVEN FIELD ~ C19 STREAM !SEWER DETAILS Z
CONDITIONS. THE DESIGN ENGINEER SHOULD BE NOTIFIED IMMEDIATELY IF ANY DEVIATIONS FROM EXISTING FIELD CONDITIONS LAKESIDE DR. ~
EXIST WHICH MAY AFFECT PRODUCT FUNCTION. 16 ~ v U
8. THE AVERAGE ESTIMATED DRY WEATHER BASE FLOW FOR THIS PROJECT WAS ESTIMATED FOR PUMP AROUND PURPOSES: SITE 6 ~ w
= 0.50 CFS, SITE 7 = 0.60 CFS, SITE 8 = 0.10 CFS, SITE 9 = 0.20 CFS, SITE 10 =1.00 CFS, SITE 11= 0.70 CFS, SITE 12 = 0.80 CFS, SITE 13 Z ~ = 0.10 CFS SITE 14 = 0.03 CFS SITE 15 = 0.04 CFS SITE 18 = 0.05 CFS. THIS INFORMATION IS PROVI DED FOR CONCEPTUAL USE BY 5~ ~o
L THE CONTRACTOR BUT SHOULD NOT BE CONSIDERED BINDING TO THIS DESIGN AS DISTANT STORM EVENTS, WEATHER PATTERNS, G ~ 0
GROUNDWATER DISCHARGE, UPSTREAM MAN-INDUCED RELEASES, SNOW MELT, ARE INCALCULABLE FACTORS WHICH CAN 0~ CAROTEC DR. ~ 1 a
INCREASE OR DECREASE DRY WEATHER FLOW. THE CONTRACTOR IS RESPONSIBLE TO CARRY OUT A SITE RECONNAISSANCE TO JCS DETERMINE THE SIZE AND NUMBER OF PUMPS HEISHE WILL NEED TO SUCCESSFULLY COMPLETE THIS PROJECT.
9. ALL QUANTITIES SHOWN HEREIN ARE ESTIMATES ONLY. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING QUANTITIES 1,40
THROUGH A FIELD VISIT AND HIS/HER OWN QUANTITY TAKE-OFFS.
10. SOILS UNDERLYING THE STREAMWORK FOR EACH SITE ARE LISTED BELOW.
SITE 6 & 7: CODURUS SILT LOAM, A MODERATELY WELL DRAINED TO SOMEWHAT POORLY DRAINED FLOODPLAIN SOIL WHICH HAS
BEEN IDENTIFIED AS A HYDRIC SOIL PER THE NORTH CAROLINA HYDRIC SOILS LIST. w
SITE 8, 9,10, & 18: BANNERTOWN GRAVELLY COARSE SANDY LOAM, A DEEP AND SOMEWHAT EXCESSIVELY DRAINED SOIL.
SITE 11: HATBORO FINE SILT LOAM, A DEEP AND POORLY DRAINED FLOODPLAIN SOIL WHICH HAS BEEN IDENTIFIED AS A HYDRIC SOIL PER THE NORTH CAROLINA HYDRIC SOILS LIST. w
SITE 12: HATBORO FINE SILT LOAM AND TOPST SANDY LOAM, A DEEP AND WELL DRAINED SOIL.
SITE 13,14, & 15: PACOLET SANDY LOAM, A VERY DEEP, WELL DRAINED, AND MODERATELY PERMEABLE SOIL.
11. SITE 6, SOUTHERN ST 1, WAS SURVEYED BY ALLIED ASSOCIATES, P.A. (C-2198), 4720 KESTER MILL RD., WINSTON-SALEM, NC, (336)
765-2377. DATA PROVIDED INCLUDED TOPOGRAPHY, PHYSICAL LOCATION OF STRUCTURES, EASEMENTS, AND PROPERTY LINES 0
WITHIN THE IMMEDIATE IMPAIRMENT AREAS. ADDITIONAL DATA WAS COMPILED FROM WINTION-SALEM GIS, TAX MAP DRAWINGS,
AND ASBUILTS. w
12. SITE 8-16'S DATA WAS COMPILED FROM WINSTION-SALEM GIS, TAX MAP DRAWINGS, ASBUILTS, AERIAL IMAGES, AND SITE
VISITS. PHYSICAL LOCATION IN FIELD MAY VARY FROM PLAN. CONTRACTOR SHALL LOCATE AND VERIFY EXISTING UTILITIES 8020 Tower Point Drive BEFORE CONSTRUCTION AND NOTIFY ENGINEER OF ANY CONFLICTS. Prepared For: cn
Charlotte North Carolina 28227
Courtney Driver, PE, Project Manager ~
PhnnA• (7(1d1Rd1-~~,RR FnY• (7(1d1Rd1-~
i i ivi iv. \ i v i /v 1 1 wvvf 1 %A F'% . \ i v i / v 1 1 d i~ vvinston-tiaiem « rorsym l.;ounty IVIIKU r-U LLUri, rC, rr U JCC; I IVIUHUYur 0
License No. C-0342
CJV/ U* 0
AA0002667 EB0006691 Uzc; ;1* i O%c City/County Utility Commission W Suite 357, City Hall, 101 North Main Street o
Water . Sewer a Solid Waste Disposal Wintson-Salem, NC 27102-2511 0
www.mckimcreed.com 0
[phone] LO

INSTALL SILT FENCE ON STREA ~ gH.
SIDE ALONG ACCESS ROAD _ a
SITE CO STRUCTION ENTRANCE _ - ,
(S E DETAIL SHEET C17) a
CONTRACTOR RESP IBLE / m ~T
FOR REPAIR OF PRIVATE ° GAVEL ROAD i~ GREENFIELD, SALLIE L
_ ~ PO BOX 465 m.
ACCESS ~ ~ - 6876-82-5300 ii.
f • MILL ~ g _ - a -
g~ N
-1 o' ~ i. ~
- 1 ~ ~ ~ m ~ _ GREENFIELD, SALLIE L ~ ~
- ~ PO BOX 465 ~ ~
f TEMPORARY STREAM CROSSING © am 6876-82-5300 j ° ~ ° ~ ~
( ) ~ ~ SEE DETAIL SHEET C17 N 0 ~ m
G -s y , ~ ~ ° ~
~ ~
® ® ® 2 ® ~ ~
N ~t ~
- ~ °
ERRY ~ SOUTH CH ~
° ~ ~ ~ ~ ~ -s m
~ ~ ~ i ~ r ~ i -m .mmm
TON RD N ° J °
OLD WINS .X, ~ _ ~i s \ ~ i e
~P~ / ~ ~ SSMH (41415) 4 (41415) ~ _ _ - g..
4,~ , . - RiM = 935.03' ~ ~ / ~ ~ dNV. IN = 924.5 = 935.03' g a..
~ e ~ g NV. OUT = 923. IN = 924.5'
~ ~ ®@ ~ m OUT = 923.3' EX 18" RCP SANITARY S`EWEI~ - g a
. / ~ _ - _ D (~p EX ABANDONED 12" VCP SANITARY SEWER
i APPROXIMATE LIMITS OF EX. EXPOSED ENCASEMENT ENCAPSULATED FILL - ~ _s
' ~ ~ SCALE: 1 "=300' a®"" - _ _®a SS F ~S ®i - M / - o
SOU rh ERN oMso~r SF - APPROXIMATE LENGTH = 50'
~0 KERN ~ (SEE DETAIL SHEET C19) STONE TOE
0 ~S$MH (41415) ms SSMH (41416 - ~1s sr s-=° ~ E . (SEE DETAIL SHEET C19) i
RIM = 933.75 ~RiM = 935.03' g- 3.75' ( ~ FRNF g.. SFp A - „ ~ RS Mi
CES ~ INV. 1N = 924.5' - C/L 1NV. 9278' ~ S FR = EX. 18 RCP SANITARY SEWER - F a27 8'\ $F C' ~ Cl CR~F
~ MS INV. OU 923.3 \ ~ ~ OUT p - m- - ` E (o ~ oW ~ k
~ NFR EX. ABANDOD 12"VCP~4NlTARY SEWER m- g- ~ Nsr E (Op STREAM F~
.r. CO SF -
0 SF 9 / REMOVE AND REPLACE 308 LF OF
.....~g ®g SSMH (41416) a m- E Op ~ 5 F EXISTING 18" DIA. PIPE WITH 18"DIA.
RIM = 933.75 ~ F • ~ _ f SANDBAG DIVERSION
C/L INV. 927.8 F r ~ ~ FRN .m ~ FRS ~ ss DIP. 80 LF OF FLEXIBLE RESTRAINED ~ ~ S.
F (0 _*~F Mi 0 s e ~ ~ ~ (L ? JOINT DIP SHALL BE CENTERED AT
. a ASS is ~e ~ ~ CREEK CROSSING. INSTALL PER
g . F~ E F~0
~~N 0 EAM FiyT STR , E ~ ~ ~ -m ss e WINSTON-SALEM SPECIFICATIONS.
SS SF F ~E' ss
-.i ,OFF ~ ~ p ~s E
N 0 - 1
E STR .
f A' ~ . ~ ~ ~ ` SSMH (41417)
~ ~a gm: y _ ~ ~ ~1 ~ RiM = 931.41'
m _ ~ ~ ss'. m-- a m m ~ ~ .r_ - F ~ 1.5:1 ~ SEE SHEET C2 FOR Ss ~fNV. IN = 920.7' ~
m m ~ ss m°@ \ ~ SECTION A-A' ~ ~ F ss iNV. 0`T = 920.6
ffFRN ~ G ~ \ ~ ~
S F~ ( F rRF FRS M~~~ c l0 - ~ REMOVE EX. ABANDONED 12" STEEL SANITARY SEWER. ~ ~
- gA9F ss FFk AERIAL CROSSING FROM TB TO TB (APPROXIMATELY 60 SS
-m G p!y ~ ~ ss
~ F ~ f ss BLOCK AND PLUG CUT PIPE ENDS WITH WATERTIGHT MASONRY.
( SSMH (41417) ~ ~ . ss
~ ~ ~ RIM - 931.41 ~g a
`r P f ~ F ~ lNV. IN = 920.7' ~ti !NV OUT = 920.6 REMOVE EX. ABANDONED 2" GAL. WATER MAIN ~
F~ REMOVE EX. ABANDONED 12 STEEL SANITARY SEWER. FROM CREEK CROSSING TB TO TB. PLUG SSMH (41418) ®RIM = 932.26'
AERIAL CROSSING FROM TB TO TB (APPROXIMATELY 60 ~Ss CUT PIPE ENDS WITH WATERTIGHT MASONRY. - c/L iNV. x26.3' E
~ ~ ~0
BLOCK AND PLUG CUT PIPE ENDS WITH WATERTIGHT MASONRY. ~F F~ ~
~ qC _ EROSION CONTROL MAT - s
i_ g (SEE DETAIL SHEET C19)
REMOVE EX. ABANDONED 2" GAL. WATER MAIN e
FROM CREEK CROSSING TB TO TB. PLUG
SMH (41418) m CUT PIPE ENDS WITH WATERTIGHT MASONRY. a~®® a i. ~ NOTE: BYPASS PUMPING AROUND PROPOSED
RiM = 932.26 -m
REMOVE EX.1"BLACK PVC LINE. CONTRACTOR m-® c L INtr 926.3' / a a~~~~(f/fl~ = ° SEWER REPLACEMENT SHALL BE ADEQUATE o J \
SHALL CONFIRM THAT LINE IS IN ACTIVE. ~4 V ~ ~ ENOUGH TO PUMP A PEAK FLOW OF 5,000
r~ ea ~ , ~ ~ -GALLONS PER MINUTE. CONSULT WITH
~ BASEFLOW BYPASS PUMPING 1 =e sa ma ~ k ~ ' ~ ~ Y ~ WINSTON-SALEM FOR FLOW VERIFICATION. - . ~t ~
~ ) SEE DETAIL SHEET C17 _ L, °
tom., e
a ~ _ _ g - m as 4_ ~ ° ~m ~
-saa ~ ~ SANDBAG DIVERSION ~ ~ as r~ ~ a o m g 1
, m ° J l - -.a k ° ~,v (SEE DETAIL SHEET C17) ° m ~ a ~ ` _ a
y
J ~i~ ° -z m a
_ ° _ .
~~4 ~ ~1~ ° . ~ ~ x gg '
~ y k 1 ~ ° ~ ~r m mg
1 ~ ~
~ a,. ~ -a ~ -
° ° -°i e m
i ~ ~ ~ m° m - -mm ~ ° ~
--m ~ aP
,a k a m. mm GREENFIELD, SALLIE L
-x-~ REENFIELD SALLIE L a G { ma _ ~ a PO BOX 465 =aa .-g PO BOX 465
a m m 6876-82-5300
~ ~ 6876-82-5300 --a ~ ~ ~ ~
- as am .i ~ m i
-m a m. ~ m ag ~ a ®g. ~m .m_:.
- - m,
20' 0 20' 40'
E IMENT ER I N NTR L CONSTRUCTION
SCALE: 1 "=20' (Horiz.)
SEAL SEAL DATE: APRIL 2011 SCALE M&C FILE NUMBER
MCE PROJ. # 5466-0003 CN701
PHASE 2 - KERNERSVILLE DRAWN JEM HORIZONTAL: DRAIMNGNUMBER
~ ~ ~ 1f~firae~r,r°~_Cs~la~e,ra ~ Fir
i/ i A. iii V A. ?/i W ~Ii/ w s w,., o r- r.raw .4r... e
8020 Tower Point Drive RESTORATION DESIGNED TCS N = zu 1- 1 VERTICAL: C 1 CHECKED J* Uxi dies SITE 6 - SOUTHERN STREET SITE 1 PROJ. MGR. JMO 2 OF 22
Charlotte, North Carolina 28227 Ck/cOunty
Phone: [phone], Fax: [phone]
AA0002667 EB0006691 Water - Sewer o Solid V ® Solid Waste Disposal PLAN
REV.NO. DESCRIP110NS DATE License No. C-0342
www.mckimcreed.com REMSIONS 1100% TATUS: REnsiord PRELIMINARY DESIGN

ZONE 1(LIVE STAKE) PLANTING SCHEDULE: a m a m m ~ m a
Site 06: Southern St 1 mm e
e66
Percent Planted ne
Common Name Scientific Name Wetland Indicator Status Approx. No. Notes E by Species tes ®g.
932 Serviceberry Am elanchiercanadensis FAC 30% 90 plant from mid slope to top of slope ape to top of slope ~ m ~ ° ~ m m
MATCH EX. GRADE Viburnum Viburnumdentafum FAC 30% 90 plant from mid slope to top of slope .ma ~ g ~ ape to tap ofslope
Elderberry Sambucus canadensis FAC W- 20% 60 plant mid slope to bottom ofslope ~ bottom ofslope ~ e .m
Silky dogwood Cornus amomum FAC W+ 15% 50 plant mid slope to bottom ofslope m m ~ bottom ofslope m m..
Buttonbush Cephalanthusoccidentalis OBL 5% 20 plantatwater'sedge U' s ige
Livestake Total 310 • ~
EROS ION CONTROL MAT LIVE STAKES TO BE PLANTED FROM BOTTOM OFACTIVE CHANNEL TO TOP OFBANKFULL BENCH NOT ON BENCH. ~ ~ ~
(KEY IN PER PROPOSE G OUND
MANUFACTURERS SPECS) STABILIZE AREAS DISTURBED WITHIN a ®i~~ ~ ~
~ ROW WITH SEEDING AND STRAW, SEE
928 ~ ~m6~° _ SHEET C16 FOR ACCEPTABLE SEED ~
1.5:1 ® \ ~ MIXES. - ama
me \ m
7' -:a m asy
~ . ®a
s ~
~ m
~ ZONE 1: ~ a
ZONE 3: EDGE OF WATER ZONE 3: ®mg
BACK OF BANKFULL TO TOP OF BACK OF BANKFULL 924 BENCH TO TIE IN BENCH TO TIE IN
ENCAPSULATED FILL BANKFULL BENCH, WITH EXISTING WITH EXISTING g- r
1 r IF PRESENT (SEE DETAIL SHEET C16) GRADE GRADE ~ \
~ ~ (0 ~
6'~ ZONE 4: ZONE 2: ZONE 4: ZONE 4: \ ~s
FROM TIE IN TOP OF BENCH FROM TIE IN ZOM TIE IN ZONE 1 ~ ~
WITH EXISTING TO BACK OF WITH EXISTING 'H EXISTING ~ .a,.. ~ \ ~ ~
STONE TOE GRADE TO LIMITS BENCH GRADE TO LIMITS OF DISTURBANCE OF DISTURBANCE ~E TO LIMITS ~ ~L T W ISTURBANCE
(SEE DETAIL SHEET i®~ .m
C15 FOR SIZE) c~
~
920 TOP OF
BANK ~s
~ ~
"BENCH SIDE" TOP OF "OUTSIDE MEANDER" DER" \ ` ~ s~
BANK
NOTE: NO ZONE 2 ON "OUTSIDE MEANDER" MEANDER" a ~ a ~ ~ a s
~ ~ -m am \
TREAM PLANTIN Z NE HEMATI ' t ~ ~ ~
NOT TO SCALE ° J ~ ~ \ 1 e 0000 \ ~ F~ '
-m a
916
STREAM PLANTING LEGEND
DATUM ELEV PLANTING ZONE #1 = 600 SF
914.00
N O ~ ~ ~ ~ r~ I~ D O
~ ~ N N M r~ D D D D D O
0+00 0+40 0+80 PLANTING PLAN
CROSS-SECTION A-A' LOOKING DOWNSTREAM
r w x+'Y
ti ~ mom, ~
Y~ yn Y~ V gT~ ~4
w k ~v 4
I ~ b I IIIII III
I ~ I y III'I
,a, s'~;
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~ °
~I~ ~ GI!~~;Yf qn pM ,
':F G ~ ~ C) le E ~ n ~rkl.
~ ! ~ EXISTING CONCRETE ENCASEMENT
, n; : ,
5~ ""r4z, "
k rv, T , rv~.
FLOW ~ J ' ~ • .
;
a IIJ -
EXISTING 18" DIA.PIPE
EXISTING CONDITIONS PHOTO
20' 0 20' 40'
SCALE; 1"=20' (Horiz,)
SCALE: 1"=2' (Vert,)
SEAL SEAL DATE: APRIL 2011 SCALE M&C FILE NUMBER
MCE PROJ. # 5466-0003 CN701
PHASE 2 - KERNERSVILLE DRAWN JEM HORIZONTAL: DRAIMNGNUMBER
~ ~ ~ 1~firae~t,r°~_Cs~la~e,rt ~ Fir
i/ i A. iii V A. ?/i W ~Ii/ w s w,., o r- r.raw .4r... e
8020 Tower Point Drive RESTORATION DESIGNED TCS N = zu 1- 1 VERTICAL: C2 CHECKED J* Uxi dies SITE 6 - SOUTHERN STREET SITE 1 PROJ. MGR. JMO 1 IN = 2 FT 3 OF 22
Charlotte, North Carolina 28227 Ck/cOunty
Phone: [phone], Fax: [phone]
AA0002667 EB0006691 Water - Sewer o Solid V Solid Waste Disposal PROFILE STATUS: REnsiord
REV.NO. DESCRIP110NS DATE License No. C-0342
www.mckimcreed.com REMSIONS 1009 PRELIMINARY DESIGN

: yea
w i..® L d .
CONSTRUCTION ENT N (SEE DETAIL SHE i
r ~
we. sere v tl m„, ~ ~
~7 ~ 'F L
m, _a _ ~ ~
® CONTRACTOR RESPONSIBLE -m
REPAIR OF PRIVATE ACCESS ROAD SITE v ~ ~ ' +a - .Y ,
~ ~ 1 ,~y~, ~c mg ~
t~. CLICK EUNI CE ' ~ ~ ~ ~
® v ~,,r z PO BOX 1258 r ~~a' ~ ~ ~ , G,~,
~ 6876-62-9647 y, g ~ y"Y ~ ~
0~6 , 0~6 ~ ,
_ ~ - .8 . - w ,
r;, - ~ ,rt w - y~,
~ ~ ~ ® . ~ ; m ~ i
MILL CREEK ~ KERNERS ~ ~ d
G~ ' m, ~ ,
f ti~ BURNS, ELIZABETH C. ~ ~
2 PO BOX 425 ® a CX 425 -m d
~j, 6876-72-2568 m 72-2568 .i L KIN WN TREAM = = ~ 00 G DO S ~
m ~ _ a
° ~ ST
° N ROAD UTH CHERRY ~ , Q WINSTO ~ M SO 41} ~ U ¢ ,
~ ~~S ~P
~ 930 30 9
- ~
SCALE: 1"=300' CLICK, EUNICE n \ mm -m ~
PO BOX 1258 6876-62-9647
~ ~ m
BURNS, ELIZABETH C.
SANDBAG DIVERSION Po eox 425 6876-72-2568
(SEE DETAIL SHEET C17) ~ , e \
E ~ EX SSM 17169 APPROXIMATE LOCATION E \ ~ Ex 18 SANITARY SEWER \ EX. SSM 17169 (APPROXIMATE LOCATION) EX 18" SANITARY SEWER ~-m
ss E ~ \ ss E
~s ~s s~ s~ ~ -mm mm a
ss E SILT FENCE ~ ss e , m E C~' ~
ss ~ Ass
E ~ E \ E
\ \ \ ~ s ~ s. e s E \ e s c~~ ~ ENCAPSULATED FILL
~F . m LOD OD LOD \ n ss~ E oo - goo (SEE DETAIL SHEET C19)
ss SF ~ ~ , SF , ss ss SF SF ~
ss ~ \ SS E
f ~ s S
/(~R S ~ F IfER HERS ss E HERS Y~ ~ ss SF < ~ ~Y~ mss, E~
Ml Ml~ '~1- 4~ CR ss ~ CR ~,''y`~~Y V~1~~ S5
_ Elk ~ - r E£k r ~ ss E EROSION CONTROL MAT
SS E ~ e- SS gg® ss
S E ss (SEE DETAIL SHEET C19)
W ! 5S ~ E W SS s ~ OZ6~ E ~ ss ~ OZ6 E ~ ~ Ss~ s5 a
~ . ,_s~. ~
~ ss ~ _ ~ '9 \ S5 0+50 1+00 ~ a aaamm ss~ss~
, ! E _ _ E a . SS
E
E ~ E ~ E
\ _ 917.9 17.9 917.6 x ~ _
E LOp ' s 916.9 916.6 ° 922 ~ \916.9 917.8
c~ c~
s SF TA SF ~ A ~ 918.0 ~ ~ s q ~ TPA TP \
~ ~ ®ag ~ ss ` SF SF ~ ss ~
gi- C LOD - LOD LOD ~ \ ` ~ _ sF ~oDF 917.4 =sm/ 2°~ Y,y ~ S
S ~ Y-`p ~ m-a.~ S S r~~ ~ S ~ ~
\ ~ r ~ ®m SS SS YY~V
B~ I 917.2 ~XO g~8~ I ~w c J A o _
SS C ,9 SS ~
"m-_. 9 m a s FLOW S s s ~ I ~ ss SEE SHEET C3A ~ -
$ STREAM m.-~ ®g m-- SS.~ = STREAM FL O W
5S _ FOR CROSS-SECTIONS 9~a 2+
~ SS . _ -a ss\ 916.2
\ c a
ss 24 q ss c`4 920 917.1 917.0 i
EX 12" ABANDONED SANITARY SEWER ^ SF EX. ~~2" ABANDONED SS ~ $ ~ ~ ~ c, ABANDONED SANrr~4R~ SEWER ss - g sF 9
l SS ~ a °--gig \ 35 ~ =-ma
TPA ~ ~ . ~ ~ ®a \ sS ~ /
ss C~ ~ i ~ 9 lpp SF -m a9 (qp SF
2 6 s ~ L RUTTLE, RAYMOND A. JR.. s ~ oD SILT FENCE 2 6 ~m®~_ SS~ r- = LOp
~ & LINDA a am e ~
s $ ~ ti PO BOX 261 s o ®g-=-- $ ss ~ LOG CROSS VANE oti
$ 6876-72-4738 s m®a. .mm m s (SEE DETAIL SHEET C19)
-m
SS s 5
r SS 0 1 .m® ~ ~ sic a
$ \ F _ g~ g . \sS ~ mIIa
ss m $ ~ ~ r P j - ~ ~J t 9 \ ^
RUTTLE, RAYMOND A. JR. ~ cn ~ o ~ ss. & LINDA TOWN OF KERNERSI/ILLE ~
PD BOX 261 ® ss ~~s TOWN OF KERNERSI/1LLE
PO BOX 728 6876-72-4738 f PO BOX 728 ' ss
6876-73-1078 r BASEFLOW BYPASS PUMPING m 6876-73-1078 ' ~ ss
~ SEE DETAIL SHEET C17 a ~ ) _ m r as g ~ _ t s5 \
~ ! ~ ~ a
a Q'~ ~ SS ~~-m.. l Q ~0 ~ QQ,~O~` _ ss
s
5 s ~m GO 5 J~ 5y~~ - \ ss ~ - ~~~~PGG ~ ~~~P ss
~
~5 ~ =am P ~~~PJ,~~ ~
Q-0 J _ ~0 ~0
~ \ _ - 20' 0 20' 40'
EDIMENT ER I N NTR L CONSTRUCTION SCALE: 1 "=20' (Horiz.)
SEAL SEAL DATE: APRIL 2011 SCALE M&C FILE NUMBER
MCE PROJ. # 5466-0003 CN701
PHASE 2 - KERNERSVILLE DRAWN JEM HORIZONTAL: DRAIMNGNUMBER
~ ~ ~ 1fl,firae~r,r°~_Cs~la~e,ra ~ Fir
i/ i A. iii V A. ?/i W ~Ii/ w s w,., o r- r.raw .4r... e
8020 Tower Point Drive RESTORATION DESIGNED TCS N = zu 1- 1 VERTICAL: C3 CHECKED J* Uxi dies SITE 7 - SOUTHERN STREET SITE 2 PROJ. MGR. JMO 3 OF 22
Charlotte, North Carolina 28227 Ck/cOunty
Phone: [phone], Fax: [phone]
AA0002667 EB0006691 Water - Sewer o Solid V ® Solid Waste Disposal PLAN
REV.NO. DESCRIP110NS DATE License No. C-0342
www.mckimcreed.com REMSIONS 1100% TATUS: REnsiord PRELIMINARY DESIGN

ZONE 1(LIVE STAKE) PLANTING SCHEDULE:
Site 07: Southern St 2
rcent Planted
Common Name Scientific Name Wetland Indicator Status Percent Planted by Species Approx. No. Notes by Species
Serviceberry Am elanchiercanadensis FAC 30% 30%~ 340 plant from mid slope to top of slope
928 928 Viburnum Viburnum dentatum FAC 30% 30% 340 plant from mid slope to top of slope
Elderberry Sambucus canadensis FAC W- 20% 20°~~ 230 plantmidslope to bottom ofslape
EROSION CONTROL MAT Silkytlogwood Cornus amomum FAC W+ 15% 15% 170 plantmidslope to bottom ofslope
EROSION CONTROL MAT (KEY IN PER MANUFACTURER'S SPECS) Buttonbush Cephalanthus occidentalis OBL 5~/° 5`% 60 plantatwater's edge
(KEY IN PER MANUFACTURER'S SPECS) Livestake Total iestake Total 1,140
LIVE STAKES TO BE PLANTED FROM BOTTOM OFACTIVE CHANNEL TO TOP OFBAI 'L TO TOP OF BANKFULL BENCH, NOT ON BENCH.
MATCH EX. GRADE ZONE 2 PLANTING SCHEDULE: SITE #7, SOUTHERN ST #2
EX. SSMN MATCH EX. GRADE rcent Planted
Common Name Scientific Name Wetland Indicator Status Percent Planted Container Size Approx. No. by Species
924 EXISTING GROUND by Species 'EXISTING GROUN 924 Trees - S aced 15 feet on center one inch cali er p ( p )
MAX SLOPE 3:1 River birch Betula nigra FAC W 10% 10% 1 in caliper 2
15% 1 in caliper 2
~ PROPOSED GROUND / Green ash Fraxinuspennsylvanica FAC W 15% 15% 1 in caliper 2
PROPOSED GROUND ~ Sycamore Platanus occidentalis FAC W- 15% Swamp chestnut oak Quercusmichauxii FAC W- 10% 10% 1 in caliper 2
Black gum Nyssa sylvatica FAC 10% 10% 1 in caliper 2
. l 15% 1 in caliper 2
BENCH Red Maple Acerrubrurn FAC 15% Virginia pine Pinus virginiana FAC 10% 10% 1 in caliper 2
1:1 Beauty berry Callicarpa americans FAC U- 15% 15% 1 in caliper 2
Tree Total 16
920 920 ' 1' ' Shrubs -Spaced 5 feet on center:
MAX SLOPE 3:1 25% 1 gallon 35
0.5' MAX SLOPE 3:1 Tag alder Alnus serrulata FAC W+ 25%
10:1 1.5' Winterberry Ilex verticillata FAC W 25% T 10:1 Southern wax-myrtle Nyrica cerifera FAC+ 10% 25% 1 gallon 35
1 :1 ° 10% 1 gallon 14
2.5 Blue Huckleberry Gayussacia frondosa FAC 25 25% 1 gallon 35
Paw-Paw Asiminatriloba FAC 15% 15% 1 gallon 21
4:1 3:1 3:1 (APPROX.) Shrub Total 140 ZONE 1:
0.5' ZONE 3: EDGE OF WATER ZONE 3:
i~ u 8' 10' 8.5' 10' 5' 15' 5' 10' ZONE 3 PLANTING SCHEDULE: SITE #7, SOUTHERN ST #2 BACK OF BANKFULL TO TOP OF BACK OF BANKFULL
916 916 ercen an e y BENCH TO TIE IN BANKFULL BENCH, BENCH TO TIE IN i an e y WITH EXISTING WITH EXISTING
Common Name Scientific Name Wetlandlndicator Status 1' ~ Container Size Approx. No. GRADE IF PRESENT GRADE
\ Trees -Spaced 20 feet on center (one inch caliper):
ENCAPSULATED FILL 10% 1 in caliper 1 ZONE 4: ZONE 2: ZONE 4:
6' SEE DETAIL SHEET C19 Red Maple Acerrubrum FAC 10% ( ) ° Loblolly pine Pinus faeda FAC 25 25% 1 in caliper 3 FROM TIE IN TOP OF BENCH FROM TIE IN
Tulip poplar Liriodendron tulipifera FAC 10% 10% 1 in caliper 1 WITH EXISTING TO BACK OF WITH EXISTING
Ironwood Carpinus caroliniana FAC 10% 10% GRADE TO LIMITS BENCH GRADE TO LIMITS 1 in caliper 1 OF DISTURBANCE OF DISTURBANCE
Southern red oak Quercus falcata FAC U- 10% 10% 1 in caliper 1
Black cherry Prunus serotina FAC U 15% 15% 1 in caliper 2
Eastern redbud Cercis canadensis FAC U 10% 10% 1 in caliper 1
10% 1 in caliper 1 TOP OF
912 912 Flowering dogwood Cornusflorida FAC U 10% Tree Total 11 BANK
Shrubs -Spaced 10 feet on center:
Waxmyrtle Myricacerifera FAC+ 10% 10% 1 gallon 5 "BENCH SIDE" TOP OF "OUTSIDE MEANDER"
Southern arrowwood Viburnum dentatum FAC 25% 25% 1 gallon 13 BANK
DATUM ELEV DATUM ELEV American beauiyberry Callicarpa americans FAC U- 25% NOTE: NO ZONE 2 ON "OUTSIDE MEANDER" 25% 1 gallon 13
910.00 910.00 Wld hydrangea Hydrangea arborescens FAC U 25% 25°,° 1 gallon 13 STREAM PLANTING ZONE SCHEMATIC
p ~ ~ ~p O ~ N Red Elderberry Sambucusracemosa FACU 15% 15% 1 gallon 8
N o~ N N ~ N r~ Shrub Total 52 NOT TO SCALE
N N N N N N ~ ~ ~ ~ ~ ~ ~ ~
-
0+00 POOL SECTION A-A' 0+80 0+00 RIFFLE SECTION B-B' 0+80
LOOKING DOWNSTREAM LOOKING DOWNSTREAM ~ STREAM PLANTING LEGEND
STABILIZE AREAS DISTURBED WITHIN
ROW WITH SEEDING AND STRAW, SEE - ~ ~ ~ PLANTING ZONE #1 = 2,260 SF
SHEET C16 FOR ACCEPTABLE SEED ~
MIXES. - ~ `l ~ ZONE 1 E
E ~ S PLANTING ZONE #2 = 3,500 SF
,a ~ ZONE 2 f ~ ss ~
ZONE 3 ss
c~
Loo ZONE 3 .ss~ E PLANTING ZONE #3 = 5,340 SF
SS E E - E S /
dD E ~ -m ,.may ~ S E
E / .aa 55 E ~
- E . SS ~ (
E ~ SS ~ E S ~ SS ~ . SS ~ SS~V`-Y-,~ V~ ~p
LOD ~ S SS SS ~ v
~ S5~ ~ e ~ _
SS ~ / 1
y ~ ~1 / A r i~ i i _ i.
S o " ~ ~
~ \ STREAM FLOt~~ a
ti 1

a-
r
M FLAW ~ STREA
0 cJ
pm ~ a
r S ZONE1 °o~,
m~~ ~
~ ~ ZONE2 $ zmz ti ~ .....i =
N ~ ~p9 0 n LoD ~
LOD ~ L~ LOD A~ ~ ZONE 3 ~ / e
m - I
a
PLANTING PLAN 20' 0 20' 40'
SCALE: 1 "=20' (Horiz.)
SCALE: 1"=2' (Vert.)
SEAL SEAL DATE: APRIL 2011 SCALE M&C FILE NUMBER
MCE PROJ. # 5466-0003 CN701
PHASE 2 - KERNERSVILLE DRAWN JEM HORIZONTAL: DRAIMNGNUMBER
~ ~ ~ 111firae~t,r°r_Cs~la~e,rt ~ Fir
i/ i A. iii V A. ?/i W ~Ii/ w s w,., o r- r.raw .4r... e
8020 Tower Point Drive RESTORATION DESIGNED TCS N = zu 1- 1 VERTICAL: C3A CHECKED J* Uxi dies SITE 7 - SOUTHERN STREET SITE 2 PROJ. MGR. JMO 1 IN =2 FT 4 OF 22
Charlotte, North Carolina 28227 Ck/cOunty
Phone: [phone], Fax: [phone]
AA0002667 EB0006691 Water - Sewer o Solid V Sold Waste Disposal PROFILE & PLANTING PROFILE STATUS: REVISION
REV.NO. DESCRIP110NS DATE License No. C-0342
www.mckimcreed.com REMSIONS 1009 PRELIMINARY DESIGN

m N .mm m
a 'rv y , 3~, d . i,= _
mg h 7 ~ ~ _
y~~ ~ ~7.h
~ ~ ~ ~ y, m.. ®
G~ i.--.. ~ J ~ ~ a ~ arv ~ ~
a:. " Y s~ ~ w~ ~
~ ~ , ~ m~ ~ ~ x
-m R
° I STAL IL FENCE 'm s.'~
AL N REE-~ -a. OF A CESS ROAD ~r ~ y
SITE T m .fir ~~ir ~ ~ ~ . m~ inn rvr
TEMPO RY STREAM CRO ING _ g - ~Y y
(SEED TAIL SHEET C17) Ri i. _ ®.g FRS
. ~ ~p ~ ° ° oo ~F~, pN CONS CTION ENTRANCE _ = ? ? p ~ 5 F
Rp ~a ~ qp (SEE DET IL SHEET C17) C ~a " r m _ ~
~ ss 0 .g®®. ~ ~ .S v _
.--g ~ Fp T ~ < ~i m~~®.. -r ~'i «Y :mom" yr Y
R q~ c ~ q ~ Oq RO TO RIERSON, MAMIE B. OC ss r~ m, ~ ~+y: v a
~ 00 F,~, RF 1226 OAK RIDGE ROAD F ..®S~S,~ m u ~V ~r~~ r~"iG ® % ~ ~Xr~nY Y
OR MANOR WAY 0 s m a= DS ~ FS STj '00 -m 6887-60-6266 R Q ~ WIN ~ S N N ~ c s ~ M s ~ \ w.. ~ Rp % .-ma ~g® ~ ®~o a m i ~a _ ~u..r~ .m', _
o ~ M Ni lF --a ~ .®g - RT ,ig
~ Np M,o ,cp ®y s a Q ~ ~ RT Ro R a. qi s --®.a ~-m a_ ~ D WN TREAM VIEW 0 S
0 ~ ~ y ~F a..®z F NS ~ Q -m ~ ~ ~-a mm a® -=a m
-n D C~ c ~ Sr ~e se m® ~ -m
0 ~ a F 0 ~ w m. as ~ 1 w SF. - a
mm _gi- .m ® F~qO _ m s ~ Hz~
a n a am _ m m m m o m .m ? s m RIERSON, MAM1E B. ae
~ ~ - m. a ~ ` ~ ss ~ 1226 OAK RIDGE ROAD ~ Cpl a, 6887-60-6266
a ° ° ~ ° .m. HH ; EDWARDS, WILLIAM
o m . S s ~ _ F - S ~ m i .ma ~
m m 201 S. CHERRY STREET m, ~o ° 0 0 0 q SCALE:1 "=400' o~ .mH .--a, m -a ~ ---m_ =m_ 6886-79-8270 g°~= mm g®® m f~ g® g..
e ,m ~ -~a S ~ Sam mm a
F m S ate.
EDWARDS, WILLIAM --mm. g--~ ~ ;.m m~~~- . ~ ~ a -a mm. CHARLES JR. q~ ~~=-a ® S - p, ~ ~ \ m
C :mg SS ~ m 201 S. CHERRY STREET ~ - ~ ---m .a -a ~ ( m .yig
6886-79-8270 F ~ . a. ® mg ~ .m
~ ss < m ' ~ ~ ®v
: 1 1r? n,. _ -
S
a jTm ...a...._ -.=g f ~i 'L - ~ m`
a, g,
~ _ m mID¢ ~ ~~--a ~
y a e VV, a
m ..m =m ` ..a 0 ~ ID ®_g g < m m ~m
~ _ m a
~n ,a ..gaiv ~ ' ~ s
m' V' a~ -m. EX. SSMH 16968 APPROXIMATE LOCH N m. ~ -m i
m. ~ ~ a6 i i.-- m, a
m S _ $ ~ ~_i mm ~ a
~ -a F n m -m. y ~n a m a® m a
s m mmmm o~ is
.mm. \ ~ E~ EX SSM~fi 16968 (APPROXIMATE ~-OC N) ~m NOTE: PROPOSED GRADES NOT ~ m
~ $ - j ® ~ .ma ~ ~ a --DETERMINED FOR SITE 8 DUE TO mm
®m m
m - m a RECENT LARGE SCALE SCOUR AT - ~ = ~ a
6a as ~ a ~ m -a a THIS LOCATION (SEE PHOTO ~m -m d -a
m _@ UPPER RIFT-}~--~E~ SECTION A-A' -a -a
mm ~ _ ~~ma ~ -m g--. -EOR APPROXIMATE ELEVATIONS. ~
a ~
~m -a ma a ma m --a m
~ -ID ~ a -a - -m. a m ma . se .aaP am qm _ m ~ mm EROSION CONTROL MAT ~ ,
-m.. ~ A a. -
m m m ,m (SEE DETAIL SHEET C19) -m. m ~ m ae m
a m -.m -m =m m =m , ~ 1~ g_ is ' a F m®~ =-e gm
.m a - -a m m, -m a a .m ._m -m m v- ma sa as m ss ya mm m m m ~ a m
m m e m ~ m -m m .m m -sm m mm m a a ~ _y '
m .a F m =m mm mm a m - - -s a 6 ® / Ss ~
=m -m mm s a®
1 m m a - m .a ~ m _ ;a a m _ - sa m m ~ ~ e E~a_8" DIA. SANITARY SEWER m. _ gm - 0.5:1 _ ss
--m ~'6:®® ~ m as ss F 9 `mg ~ m _ _ _
...m, 'sym ~ ~ i ~ m' 9 _m= - mm S ~ m ~ ~ _ A ~ F s
S V g m m _ -
.g .~,9 ..e mm.. a mm1 ~ \ m a g-® _ a ~ SS'~~ .
a S 9R _m _ F EX. 8 DIA.....,.SANI TARP SEWER _ m _ -
0 a ~A a ~ n e :a a, n (CI =s ' - - - . ENCAPSULATED FILL (APPROXIMATELY 110 SF)
e -a. _ ~ m_ e m. S~ ....i -a :a ~ - \ m_ (SEE DETAIL SHEET C19)
m-_ ~ .a ~ @.m ~ a. ~~=-e e. V ga -a SEE SHEET C5 FOR e A' -m_ ~ ~ ss -
. ~ gg, a m F SS SANDBAG DIVERSION ~ _ ~ mm a CROSS SECTION A-A' STONE TOE
n m ma 6a -m a 'a. .m 6 m -m -m
~a, ~ - a a e i _ -a (SEE SHEE C19 FOR DETAIL) F so _ o
- e m ~ ss e .m mm ~
n m ~ e a _ _ . _
a -gam _a . _ S m a a <aa a, m O -a m S5 a mm m m ~ m m m
SS m m g-_ a a a .mom a aay = i EDWA ON S a 6% a. m RDS, SIM a 'DS, SIMON S. & CASEY D. ~--m =n a F
~ ~ ma -m - - a a ~ a a 2495 CEDAR CAI a 5 CEDAR CANYON ROAD a a:. 6 m ~m _a
,a - ,m =a SS F .x. 1 ~ :m 6886-89- -m m .m _ ® ~ 6886-89-0608 a n
-a. --m _ m . BASEFLOW BYPASS PUMPING F -m sS m e ay STS
a SEE DETAIL SHEET C17 m ~ ) - m
EDWARDS, SIMON S. & CASEY D. .a a s a. -m m_ .m e -m ~ _ a _
2495 CEDAR CANYON ROAD `--m e ~ 1 -a ==s m 6886-89-0608 ~--m ~m ~ F -m. mm ~~r
-a = - SANDBAG DIVERSION a -m. ma a e - -
-ma ~ ) m ~ =a ~ SEE DETAILSHEETC17 m m <m ~ _ as a _ m
m m 6a 6 ~
,m ,.m ~ .a .a ,.m, ..g a - ..m m::a ,ma ~
a ¢9 srR a ~ m m a, g. -a
1 -s q~j FC 0 m
-m mm a m. m m ma m a, m a mm m. ~ g
20' 0 20' 40'
EDIMENT ER I N NTR L CONSTRUCTION
SCALE: 1 "=20' (Horiz.)
SEAL SEAL DATE: APRIL 2011 SCALE M&C FILE NUMBER
MCE PROJ. # 5466-0003 CN701
PHASE 2 - KERNERSVILLE DRAWN JEM HORIZONTAL: DRAIMNGNUMBER
~ ~ ~ 1f~firae~r,r°~_Cs~la~e,ra ~ Fir
i/ i A. iii V A. ?/i W ~Ii/ w s w,., o r- r.raw .4r... e
8020 Tower Point Drive RESTORATION DESIGNED TCS N = zu 1- 1 VERTICAL: C4 CHECKED J U10 dWs SITE 8 - BELEWS CREEK LIFT STATION PROJ. MGR. JMO 5 OF 22
Charlotte, North Carolina 28227 Ck/cOunty
Phone: [phone], Fax: [phone]
AA0002667 EB0006691 Water - Sewer o Solid V ® Solid Waste Disposal PLAN
REV.NO. DESCRIP110NS DATE License No. C-0342
www.mckimcreed.com REMSIONS 1100% TATUS: REnsiord PRELIMINARY DESIGN

.ZONE 1 (LIVE STAKE) PLANTING SCHEDULE:
Site 08: Belews Creek Lift Station
Percent Planted
Common Name Scientific Name Wetlandlndicator Status Approx. No. Notes by Species Notes
Serviceberry Amelanchiercanadensis FAC 30% 40 plantfrommidslope ntfrom midslopetotopofslope
Uburnum Viburnum dentatum FAC 30% 40 plantfrom mid slope ntfrom midslopetotopofslope
Elderberry Sambucus canadensis FAC W- 20% 30 plant mid slope to bo nt mid slope to bottom of slope
Silky dogwood Coinus amomum FAC W+ 15% 20 plant mid slope to be nt mid slope to bottom of slope
Buttonbush Cephalanthusoccidentalis OBL 5% 10 plantatwater'sedge ntatwater's edge
Livestake Total 140
LIVE STAKES TO BE PLANTED FROM BOTTOM OFACTNE CHANNEL TO TOP OF BANKFULL BENCH, NOT ON BENCH. ON BENCH.
~ f m - ~ _
~a N - m• w 1 ZONE 1:
ZONE 3: EDGE OF WATER ZONE 3:
940 - BACK OF BANKFULL TO TOP OF BACK OF BANKFULL
EX. SSMH EROSION CONTROL MAT - _ (KEY IN PER MANUFACTURER'S SPECS) ~ - ~ - ~ _ m - BENCH TO TIE IN BANKFULL BENCH, BENCH TO TIE IN WITH EXISTING IF PRESENT WITH EXISTING
w:. = m GRADE GRADE
Iv - - - -
a o e ZONE 4: ZONE 2: ZONE 4:
EXISTING GROUND - a . w ` FROM TIE IN TOP OF BENCH FROM TIE IN
e cn i WITH EXISTING TO BACK OF WITH EXISTING
~ 937.4' t GRADE TO LIMITS BENCH GRADE TO LIMITS
- OF DISTURBANCE OF DISTURBANCE
1.5:1 - _ N -
936 =
n , a - TOP OF
w W ZONE 1 r BANK
~ _ 3' ~ I - r
"BENCH SIDE" TOP OF "OUTSIDE MEANDER"
f BANK
i m NOTE: NO ZONE 2 ON "OUTSIDE MEANDER"
0.5:1 ~e I ~ ~~-m.. - i
5' - STREAM PLANTING ZONE SCHEMATIC a
/ _ ma .m NOT TO SCALE m ` .
-
932 B
- - ~
- e ~ STABILIZE AREAS DISTURBED WITHIN .D WITHIN e STREAM PLANTING LEGEND
o 1' ROW WITH SEEDING AND STRAW SEE fRAW, SEE
SHEET C16 FOR ACCEPTABLE SEED LE SEED ~ PLANTING ZONE #1 = 250 SF
ENCAPSULATED FILL
(SEE DETAIL SHEET C19) MIXES. / _ -
. ~ N v ~ ~
928
o o
m ~ _ ~ rn
e.
FOOTER STONE =e
(SEE DETAIL SHEET
C18 FOR SIZE) _ ~ .
INV = 927.8 FROMAS-BUILT ( ) ~
924
PLANTIN PLAN
DATUM ELEV
920.00
00 o rp
~ o ~ ~ ~ ~
rn rn rn
0+O(
R E TI N A-A
L KIN D WN TREAM
20' 0 20' 40'
SCALE: 1 "=20' (Horiz.)
SCALE: 1"=2' (Vert.)
SEAL SEAL DATE: APRIL 2011 SCALE M&C FILE NUMBER
MCE PROJ. # 5466-0003 CN701
PHASE 2 - KERNERSVILLE DRAWN JEM HORIZONTAL: DRAIMNGNUMBER
~ ~ ~ 111firae~t,r°~_Cs~la~e,rt ~ Fir
i/ i A. iii V A. ?/i W ~Ii/ w s w,., o r- r.raw .4r... e
8020 Tower Point Drive RESTORATION DESIGNED TCS N = zu 1- 1 VERTICAL: C5 CHECKED J U10 dWs SITE 8 - BELEWS CREEK LIFT STATION PROJ. MGR. JMO 1' = 2 FT 6 OF 22
Charlotte, North Carolina 28227 Ck/cOunty
Phone: [phone], Fax: [phone]
AA0002667 EB0006691 Water - Sewer o Solid V Solid Waste Disposal PROFILE
REV.NO. DESCRIP110NS DATE License No. C-0342
www.mckimcreed.com REMSIONS 1100% TATUS: REnsiord PRELIMINARY DESIGN

~ N , - ~ ~ ~
900 EROSION CONTROL MAT
~ (KEY IN PER MANUFACTURER'S SPECS)
U \5 I
EX. SSMH EXISTING GROUND
2:1
N ~ GF
EX. PIER ~ / V i
ROBERTS, LARRY G. 11 i
~P m ~ 961 KENSAL GREEN DRIIiE Ss\ ~ p11P g
6896-05-0507 EX 16
896 ~ ~ /
i
_ 11- ECM
~LEAR COURT ~ \ ss I mm-
0 51 /
~--a s EX. PIER
~ s a_
~NS~ GREEN ~~~R~ 892 I f
s KENSAL GREEN LANE ~ ~ ~~Sq~ ~R,c~, _ O ~T~ - . - " y ss l '
L~ . Q
S ECM s
_ _ _ _
\ 5'
ss...= .iii.........
SITE - s. - 888
SCALE:1"=200' mm _ 2:1 m..
®s s
6' 8'
SS~ ~ ~ CONSTRUCTION ENTRANCE
~ ~ (SEE DETAIL SHEET C17) _ = CROSS-SECTION FROM FIEL
\ " EX. SANl7ARY SEWER- m= ®"~g DATA SHOWN BOLD DASH a _ _ (APPROXIMATELOCATION)
a m I I
c ~ e G _ STONE TOE _ 884 _ (SEE DETAIL SHEET tt w ~
J <GF~T goo
_ ~ - ENCAPSULATED FILL C18 FORSIZE) ° 5° (SEE DETAIL SHEET C19)
/ ~ . a _i
/ ~~G~~F~gCC WA7XlNS, caNOacE na. SANDBAG DIVERSIO~ 1
~a~ FSS ^ \ 806 KENSAL GREEN COURT ~ ~ ~ ~ ~ w, ~ ~ , P- m
~3' J Rogp <<b sass ss ssss (SEE DETAIL SHEET C17) ~ ~ _ ~ - m
w m
GP SS ~ ~ EROSION CONTROL MAT ~ ~ m ~ SECTION A-A' ~ ~ ~ w g. ,m„,~, a ,Yr x a . g M
g _ LOOKING DOWNSTREAM ~ `
~~~SP~ - \TRegM c S~ ~SS\ soo (SEE DETAIL SHEET C17) ~ Y~ f-~ / F _ m , _ 880.00 ~ " w ~ ~
DATUM ELEV z ~ s „a ~r , Y'
896 ~ y y ~ x ~
lr SF SSA sF ENCAPSULATED FILL (APPROX. 100 SF _ ~ ~ CONTRACTOR RESPONSIBLE FOR Ss ~ ~ (SEE DETAIL SHEET C19) ~ ~ M ~ x
~ , µ
y ~ ~r _ ~ ~ r„ ,
REPAIR OF CURB AND GUTTER AND \SS Ex. ssMH 17548 (APPROXlMA7E LOCA EXISTING GRAVEL ROAD ~ " ~ ~ ~ S~. mss
IMATE~-LOCATION) ~ rv~ _i ' {
l~ ~ ~
< ,~~r, ~ DOWNSTREAM VIEW
J
E ZONE 1(LIVE STAKE) PLANTING SCHEDULE: ..~--E ~
~ q sF Site 9: Kensal Green Ct 1 N SF -SEE SHEET C7 FOR
cs .yoo ~ ~ I ~ S ~ SS-~s _ NOTE: PROPOSED GRADES NOT p / t " °y"\ € ~ ~ ~ DETERMINED FOR SITE 9 DUE TO ~ ' SS ~ cs KENSAL GREEN CT 2 ~ Percent Planted
SITE #10 Common Name Scientific Name Wetland Indicator Status Approx. No. Notes by Species
Seru~ceberry Amelanchiercanadensis FAC 30% 60 plant from mid slope to top ofslope
- ` Viburnum Viburnum dentatum FAC 30% 60 plantfrom mid slope to top ofslope
Elderberry Sambucuscanadensis FAC W- 20% 40 plantmid slope to bottom ofslope " 1
RECENT LARGE SCALE SCOUR AT ~ ~ STONE TOE ~ ~ YV~.. ' ~ THIS LOCATION (SEE PHOTO ~ rp Silky dogwood Cornusamornurn FAC W+ 15% 30 plantmid slope to bottom ofslope
- Buttonbush Cephalanthusoccidentalis OBL 5% 10 plant at water's edge
r ~ Livestake Total 200
RIGHT) -SEE SECTION' A-A"FOR / LIVE STAKES TO BE PLANTED FROM BOTTOM OFACTIVE CHANNEL TO TOP OF BANKFULL BENCH, NOT ON BENCH.
APPROXIMATE ELEVATIONS. ~
~ \ ~ _ ~ I - ~ - 1
STABILIZE AREAS DISTURBED WITHIN / r
sHUrrs, RoNa~o c. & Parnicia a. ROW WITH SEEDING AND STRAW, SEE / ~ - ZONE 1: ~ ZONE 3: EDGE OF WATER ZONE 3:
969 KENSAL GREEN DRNE SHEET C16 FOR ACCEPTABLE SEED e A' ~ M F - BACK OF BANKFULL TO TOP OF BACK OF BANKFULL
sass-ss-~3ss MIXES. / / R STREP BENCH TO TIE IN BANKFULL BENCH, BENCH TO TIE IN
WITH EXISTING WITH EXISTING ~ GRADE IF PRESENT GRADE
yy - g... ~ L~
~ SANDBAG DIVERSION a ~P9 ZONE 4: ZONE 2: ZONE 4:
~ ~ r..
FROM TIE IN TOP OF BENCH FROM TIE IN -~a a. -m. ~-mm. WITH EXISTING TO BACK OF WITH EXISTING
y BASEFLOW BYPASS PUMPING =m _ °-mm GRADE TO LIMITS BENCH GRADE TO LIMITS .
~ (SEE DETAIL SHEET C17) --m --..m OF DISTURBANCE OF DISTURBANCE
~ ~
r / EX „ SS / GUILFORD COUNTY & -m JTY & .-m. as
\ / FORSYrH COUNTY TOP OF rNTY BANK
1 yy / ~ 200 W. MARKET STREET srREEr a as
\ / ~ 6896-74-3076 )76
m- "BENCH SIDE" TOP OF "OUTSIDE MEANDER"
~ / POS70N, JASON BANKS & ~ ~ ~ BANK ~m°~--.. NOTE: NO ZONE 2 ON "OUTSIDE MEANDER"
JOANNA THOMASSON ~ ~ / `'y ~ ~
973 KENSAL GREEN DRI ~E ~ Q,P -
6886-95-6336 ~ / - STREAM PLANTING ZONE SCHEMATIC saa NOT TO SCALE
i
CONSTRUCTION
20' 0 20' 40'
SEDIMENT & EROSION CONTROL
SCALE: 1"=20' (Horiz.)
SENL SEAL DATE: APRIL 2011 SCALE M&C FILE NUMBER
MCE PROJ. # 5466-0003 CN701
PHASE 2 - KERNERSVILLE DRAWN JEM HORIZONTAL: DRAIMNGNUMBER
v,1V1~TCiMF~~'RFFT~ _ ,,,,..,~t,,.,_~s,om . F~
i/ i A. iii V A. ?/i W ~Ii/ w s w,., o r- r.raw .4r... e
8020 Tower Point Drive RESTORATION DESIGNED TCS N = zu 1- 1 VERTICAL: C6 CHECKED J* Uxi dies SITE 9 - KEN SAL GREEN CT SITE 1 PROJ. MGR. JMO 7 OF 22
Charlotte, North Carolina 28227 Ck/cOunty
Phone: [phone], Fax: [phone]
AA0002667 EB0006691 Water - Sewer o Solid V ® Solid Waste Disposal PLAN
REV.NO. DESCRIP110NS DATE License No. C-0342
www.mckimcreed.com REMSIONS 1100% TATUS: REnsiord PRELIMINARY DESIGN

~`S m f-- _
N
Z ART G? N~~ s
Z GREG s ~ °~~g
N ~ J~ KE _ EX. SSMH
A ss EROSI N CONTROL MAT i.
a ~o --a AC
N ~ ~ 5~
~P ss 2
m MATCH EX. GRADE
ss 896
~ a
~ ~ ss
® \
z . gm. _
SS~ G~ 0 _r~ : - EXISTING GROUND
COURT LEAR is O ~ 1
i. ssi
i... ~
C~ ~ _ ~ ~ ~ ~ - LOWS, JERRY WAYNE & . WA YNE a
-.m s~. JUDITH WHITE WHITE ~ 892 ~
KF m ~ s _ u 812 KENSAL GREEN CDURT Ngq ~ e 6896-05-2311 SEEN CDURT ~
KENSAL GREEN LANE Giq~c - m ~ - FN C a -2311 6 - ~ ~
OAR _ ~s g r 5y
a _@
W.E. 910.1 m _ sS o ~ ' ggm- ~5
m a a-
i..... - L m u 7..` 1
0 7 0 - - Ss 1 . 1'
m g -.m _ _..i / /
SITE . 5y - 888 16' ENCAPSULATED FILL
SCALE:1 "=200' g® - ~s _
- i (SEE DETAIL SHEET C1) ~ Y µ ~Yt
I i i+ _ ~g9 -
C .m. ~ A ~ ss ~ _ 0 „d ~w
6®-aa_e WATKINS CANDACE M. 5 m 5 ~.g- 806 KENSAL GREEN COURT ~ ^'.r ~
s ~ sS-~. 6886-95-9386 _ ~ C ~ " ~ ~ ~
„a a : y - STONE TOE '
S 9 g S 00 ® a - _ m ~ _ _ _ (SEE DETAIL SHEET ~ ~ ~ ~ ~ -
ST~ m- c m R m-- g- 900 !L' C18 FOR SIZE) , , ` ~ ' ` ' r ~ ~ d
Fq ~ S,~ m ~ ~ ~ m s ._......896-..._. ~ ..:-e a DATUM ELEV
o _ sS _ !y - 884.00 ~ ~ x~ ~ " M
SF ~ _ - m = ~ - _ a° s=c~5 P SS In O In ~ Sf ~rv~aw ~ ~7~~, ~ s X ~J,~ ~"~w ~ ~
®ig a EX. SANITARY SEWER ~ ~ ~ r"~ y ~ ~ ~ r~
m,. SS a a ~ 5 "x'„"p 9~, k! W ~ g~ ~pv^~ ~
5 CONS ENTRANCE .a ~ a ~
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Loo E g ~ QD , ---_-E p EX. SSMH 1.7548A(APPROXiMATE LOCA ~XIMATE LOCATION) LOOKING DOWNSTREAM
m SF SF II m ®m a A
ae
- 00 ~ ~ - SS ~ c - s ~ `~z p. ENCAPSULATED FILL I .a, SEE SHEET C6 FOR _ ~ _ S ss - TED FILL (APPROX. 600')
KENSAL GREEN CT 1 S (SEE DETAIL SHEET C m a F m L SHEET C19)
a ~ ~ SITE #9 t m-¢ a o r- ~ ..r- 890 p0 m. ~e
a _a ~ ~ f v, =m m .a ma ZONE 1(LIVE STAKE) PLANTING SCHEDULE:
mm .a.a a. / ~ Y~~,w
2:1 m ~ _ma a as mm 1 a :e Site 10: Kensal Green Ct 2
:a p a. ~ -a. Percent Planted
n:. n - - ~ EROSION CONTROL N ne , -n -a ~ =m - ~ , ;ONTROL MAT Common Name Scientific Name WetlandlndicatorStotus by Species Approx. No. Notes
mm m ~ _ SHUTTS, RONALD C. & PATRICIA A. mm L SHEET C19) Serviceberry Amelanchiercanadensis FAC 30% 140 plantfrom mid slopetotop ofslope
- SEE DETAIL SHEET C _ m _ _ ~ 969 KENSAL GREEN DRII/E -;ma a. -a.. Viburnum Viburnum denfatum FAC 30% 140 plantfrom mid slopetotop ofslope a,
a - 6886-95- 7386 J ~g m Elderberry Sambucus canadensis FAC W- 20% 90 plant mid slope to bottom of slope :m tam
~ e e --a STONE TOE E °~-m, m~ Silkydogwootl Cornus amomum FAC W+ 15% 70 plant mid slope to bottom of slope
n =e ~ ~ ~ m ~ ~ m, =m Buttonbush Cephalanthusoccidentalis OBL 5% 20 plantatwater's edge
. - ~ 1 a _ ~ ~ ~n ~ m s Livestake Total 460
- - ~ ~ ~ - _ APPROXIMATE LOCATION OF - 1 ~ STABILIZE AREA, _IZE AREAS DISTURBED WITHIN - LIVESTAKESTOBEPLANTEDFROMBOTTOMOFACTIVECHANNELTOTOPOFBANKFULLBENCH,NOTONBENCH.
LARGE NATURAL ROCK ~ - e ROW WITH SEED o °o VITH SEEDING AND STRAW, SEE
e e
~ e - ~ ~ LoD SHEET C16 FOR ~ e = ~ a e SANDBAG DIVERSION s a -m 9 _ _LOO MIXES. C16 FOR ACCEPTABLE SEED
m _ m ii a y -m -m 40 ~
~ _ a L~ n- a -a ~ 1 ~
a a n -a ,
e a A - ~ ANDBA DIVER I N S G SO )N -
~m ~ m --a e / e _ ~ - _ _ i SEE DETAIL SHEET C17 e
( ) n - ~ BASEFLOW BYPASS PUMPING C17) ~ ZONE 1: ZONE 3: EDGE OF WATER ZONE 3:
- i -a SEE DETAIL SHEET C17 -:a BACK OF BANKFULL TO TOP OF BACK OF BANKFULL s~ BANKFULL BENCH,
m- g _ m l vs _ BENCH TO TIE IN BENCH TO TIE IN
a ~ a. a a: m ~ _ f ~ _ _ WITH EXISTING IF PRESENT WITH EXISTING
_ _ a e a - - e e - m- ~ ~ - GRADE GRADE
e a _ a. _ - \ _ ~ a ~ / STFc - m n STREAM FLOW ZONE 4: ZONE 2: ZONE 4:
n e. e n , _ ~ m- _ 1 ~ _ FROM TIE IN TOP OF BENCH FROM TIE IN
e - \ n = ~ m-- - a = 9 8 ~ WITH EXISTING TO BACK OF WITH EXISTING
a a a a- - - = e - ~ 0 _ ~ GRADE TO LIMITS BENCH GRADE TO LIMITS
a m m m- OF DISTURBANCE OF DISTURBANCE
a a
- ~ a . a - .i :a m m m a- _
e _ -:a d~ . m - a a m~ e ~ TOP OF
i - = - - m e a - - - m - a g m a a a , BANK
g = a - _ - - - _ m i m- _ - - = GUILFORD COUNTY & - _ n.
g a ~ a 0~~ e m FORSYTH COUNTY = _ ~~a m "BENCH SIDE" TOP OF "OUTSIDE MEANDER"
g o - - _ 200 W. MARKET STREET ~ ~ . o - g BANK
a. - ~ - d a / - "p 6896-14-3076 e e ~ _ ~ ~ m ~ a. ~ _ NOTE: NO ZONE 2 ON "OUTSIDE MEANDER"
e e. m - a. ~ a m. - _ - - 6
_ _6 -.a a STREAM PLANTING ZONE SCHEMATIC
_ m m, a
_ a. NOT TO SCALE
N TR TI N 20' 0 20' 40'
EDIMENT ER I N NTR L SCALE: 1"=20' (Horiz.)
SEAL SEAL DATE: APRIL 2011 SCALE M&C FILE NUMBER
MCE PROJ. # 5466-0003 CN701
PHASE 2 - KERNERSVILLE DRAWN JEM HORIZONTAL: DRAIMNGNUMBER
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8020 Tower Point Drive RESTORATION DESIGNED TCS N = zu 1- 1 VERTICAL: Cl CHECKED Uxi dies SITE #10 - KEN SAL GREEN CT SITE 2 PROJ. MGR. JMO 8 OF 22
Charlotte, North Carolina 28227 Ck/cOunty
Phone: [phone], Fax: [phone]
AA0002667 EB0006691 Water - Sewer o Solid V ® Solid Waste Disposal PLAN
REV.NO. DESCRIP110NS DATE License No. C-0342
www.mckimcreed.com REMSIONS 1100% TATUS: REnsiord PRELIMINARY DESIGN

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m®@~ m-- CONT SITE m-- CONTRACTOR RESPONSIBLE FOR - \ ~3'I EXISTINGGRDUND
P- REPA MARTIN F YOUNG, ~ 5 ~ s EXIST REPAIR OF CURB AND GUTTER AND
} 840 LEICHESTER SQUARE COURT ~ - - -g.- EXISTING GRAVEL ROAD
- - 6886-85-8232 / - ,s a @® p - ~ 912
~ .f' m: m° 5F a- - - , IIa
SCALE:1 "=200' -
CONSTRUCTI e- a- ~TRUCTION ENTRANCE ~ ~I
=f SSE DETAIL H g ~ F ( m i g- ~ 5 m DETAIL SHEET C1x7) s ;
~ g. ~ m na , g..
~ . a m SELECT BA KFILL II'
a m m
JONES, CHRISTOPHER B, _ ® ~ . m ~ - e- m
& OWENS, JAIME 836 LEICHESTER SQUARE a 908 1 I'~.
5F ~ ~ COURT
6886-85-7165
_ ® ~ ® ~ r-
- - ~ r.- °g IMBRICATED RIP RAP
PO ~ . (SEE DETAIL SHEET C19)
i - 9„~ ~ ~
- _ L V ` ~ i, - V ..i
18 ~ .m EX. 15" D1A. S
LOD c, ~ . LOD - p LOD - =i
LOD SF - ~ S ~ g16® EMBED SEWER WITH #57 STONE m.® a°®- PER SPECS
A ~ Pp F EX. 15 DIA. SANITARY SEWER g 904
- - 5 ~ ...E LOD E ...i.-
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SS SS 12 E E S A S E SS ~ E S ~ SS - ~ N N
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LOD E CROSS SECTION A-A'

EROSION CONTROL MAT , E ~ LOOKING DOWNSTREAM
(SEE DETAIL SHEET C19)
0 I
w IMBRICATED RIP RAP 420 SF INCLUDING FOOTER STONE ( )
Q (SEE DETAIL SHEET C19) '
~ m. ma f ~ g12 , ii aam 9
~ i ~ --mmy SANDBAG DIVERSION _ 09
-m ~ • 9 (SEE DETAIL SHEET C17) y
g- r- ' BASEFLOW BYPASS PUMPING
~g-~ SEE DETAILSHEETC17 ( )
as

as 914...- o
LL:a a ~ -a
Q m ~
W ~ ~ ~ ~ w
TABILIZE AREA DI TUBBED WITHIN .«w ~ ~ ~ ~ z'. w
r- r ROW WITH SEEDING AND STRAW SEE ~ ~ - v xs v Ste' -,..i
x
SHEET C16 FOR ACCEPTABLE SEED ~ cDPw yoLO1NGS cLC f - y,'r',
829 GRA l/ES STREET MIXES. r --a _ 6886-94-0401 ~ ~ r . di',, - i r I! S!,
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NOTE TO CONTRACTOR: NO LIVE STA )LIVE STAKES, TREES, SHRUBS THIS SITE. ~
LOOKING UPSTREAM 20' 0 20' 40'
E IMENT ER I N NTR L
SCALE: 1"=20' (Horiz.)
SEAL SEAL DATE: APRIL 2011 SCALE M&C FILE NUMBER
MCE PROJ. # 5466-0003 CN701
PHASE 2 - KERNERSVILLE DRAWN JEM HORIZONTAL: DRAIMNGNUMBER
~ ~ ~ 1f~firae~r,r°~_Cs~la~e,ra ~ Fir
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8020 Tower Point Drive RESTORATION DESIGNED TCS N = zu 1- 1 VERTICAL: C8 CHECKED J* Uxi dies SITE #11 - LEI CH ESTER SQUARE CT PROJ. MGR. JMO g OF 22
Charlotte, North Carolina 28227 Ck/cOunty
Phone: [phone], Fax: [phone]
AA0002667 EB0006691 Water - Sewer o Solid V ® Solid Waste Disposal PLAN
REV.NO. DESCRIP110NS DATE License No. C-0342
www.mckimcreed.com REMSIONS 1100% TATUS: REnsiord PRELIMINARY DESIGN

Lu ,
s a�F Lu Lu
COT
Sa�PRE
�GNES��Rtow
JOHNSON, DEON R. & ERIC N.
511 LEA WOOD DRIVE
6886-74-9988
SITE 6886- 74- 9988
� / � � � /
GERIG, DAVID & RHONDA /
/327 BROKEN SADDLE LANE
/ 6886-75-8051
N II
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EX. SSMH (APPROXIMATE LOCA TIO
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Je 140,I
�Jp. SCALE: 1"=200' C014STT UCTION ENTRANCE/ ss/ E / SS
(SEE DE AIL SHEET C17) / 55� /
40
SVEDEK, JOHN P. & v / / / / / / / J /SF ss E
ROSE
332 BROKEN SADDLE 40&
LANE / / /
6886-74-6861 /
-'T / �441C
/ SVEDEK, JOHN P. & ROSE / / / g�8/ SF /
i 332 BROKEN SADDLE LANE
6886-74-6861
g1ro
.4k 41 SANDBAG DIVERSION _
4 (SEE DETAI—
L SHEET C17)
-XS€B- D� -
W/ C�CRE-TE-�OLL-A-RS—
/ I �� -
\ EX.T " D�VC�TAR Y SEWER
/
Qjj 41 / / ----
--- $ � ) x/11
srREAg2 / / Q S / / BASEFLOW BYPASS PUMPING
=FLOW O / / / (SEE DETAIL SHEET C17)
—
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s ss ss 1 /OCA T�N)
ss—ss--ss� ss ss—ss—ss, E��X. (�APPR11MA TE�L
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PAGE & PAGE Iii Llc
\ \ _E— LOD �J< / N / sgl / / 153 FURLONG INDUSTRIAL DRIVE, APT B
E E E __924— — — — — i / 6886-84-3891 /
- - - - -926- - -SANDBAG DIVERSION'
PAGE, JANE B TRUSTEE
� _ PAGE, JANE B TRUSTEE i / l 153 FURLONG INDUSTRIAL DRIVE
i 153 FURLONG INDUSTRIAL DRIVE - ' �, / /
/ 6886-84-0612
6886-74-7578 /
SEDIMENT & EROSION CONTROL
SEAL
DESCRIPTIONS
m
SEAL
v
v Nf K19\
8020 Tower Point Drive
Charlotte, North Carolina 28227
Phone: [phone], Fax: [phone]
AA0002667 EB0006691
License No. C-0342
www.mckimcreed.com
o
�a:�•11a
;ONT4q/ACTOR/RESPONS��E , FOR All
O"AV!Ek�E&T DAMA7 AT ACCESS
�:{
EX. /SSM{/ 17520 AP ROX/MA TE LO A TION
/ I
GERIG, DA VID & RHONDA
327 BROKEN SADDLE LANE
6886-75-8051
ss (o I JOHNSON, DEON R. &
I ERIC N.
SF F'C I 511 LEA WOOD DRIVE
RRRF- 74-.9.9RR
(MATCH EX.
SVEDEK, JOHN P. & ROSE / / / �/ iq\b / L±_50 / / STREAM rL
332 BROKEN SADDLE LANE / / �' SEE DETAIL
6886-74-6861 / / g
SHEET C19)
441 -
Z
\ _ / / / / 16" DIA DIP�ANt 2� RY SEWER
I � NE-TL_COLLARS_AT--BAN`K__
LL.I o-
- V) I �o co/
- - - - - NOTE: BYPASS PUMPING AROUND PROPOSED $
SEWER REPLACEMENT SHALL BE ADEQUATE / x. 15 DIA.rz
SAWTARY�EWE_R
_ - - - - - ENOUGH TO PUMP A PEAK FLOW OF 2,020 j / / /
GALLONS PER MINUTE. CONSULT WITH J , REMOVE AND REPLACE
WINSTOW SALEM FOR FLOW VERIFICATION. A � WITH 196' OF 16" DIP TO
MATCH EXISTING GRADE
zzz
g a ENCAPSULATED FILL /
- - _ 4:1 / / / (SEE DETAIL SHEET C14) /
— C /
r
91
10
#.
A
LOOKING DOWNSTREAM
_ / �X. ,5'SMY 17 05(AP OX/MA �E LOCA
_ss-- ss -ss -ss Tl )
ss SS ss—ss /
ss /
LOD PAGE & PAGE Iii Llc
��, �E— — — 153 FURLONG INDUSTRIAL DRIVE, APT B
E E _ STONE TOE /�� 6886-84-3891
/ -924 - - (SEE STONE SIZING CHART,,
- - - -926- - SHEET C14)U1
X930—
PAGE, JANE B TRUSTEE
— — / 153 FURLONG INDUSTRIAL DRIVE
6886-84-0612
PAGE, JANE B TRUSTEE ' / / \ \ .J
153 FURLONG INDUSTRIAL DRIVE
6886-74-7578 _ /
CONSTRUCTION
PHASE 2 - KERNERSVILLE
RESTORATION
SITE #12 -BROKEN SADDLE LANE
PLAN
20' 0 20' 40'
SCALE: 1"=20' (Horiz.)
101
DATE:
-01
APRIL 2011
•n-Salorn * f7brsyth CbunW
TIT JL
r
5466-0003
J
CONSTRUCTION
PHASE 2 - KERNERSVILLE
RESTORATION
SITE #12 -BROKEN SADDLE LANE
PLAN
20' 0 20' 40'
SCALE: 1"=20' (Horiz.)
101
DATE:
-01
APRIL 2011
MCE PROJ. #
5466-0003
DRAWN
JEM
DESIGNED
KAB
CHECKED
TCS
PROJ. MGR.
JMO
VERTICAL:
SCALE
i FILE NUMBER
CN701
HORIZONTAL:
DRAWING NUMBER
1IN=20 FT
VERTICAL:
C9
10 OF 22
i TA TU S: REVISION
1009 PRELIMINARY DESIGN

ZONE 1:
ZONE 3: EDGE OF WATER ZONE 3:
BACK OF BANKFULL TO TOP OF BACK OF BANKFULL
BENCH TO TIE IN BENCH TO TIE IN BANKFULL BENCH, / ~ ~ / WITGRADE ING IF PRESENT WITGRADE ING
,t / /
/ / ZONE 3 / N ~
/ ~ / ~ ZONE 4: ZONE 2: ZONE 4:
/ ~ r / / ~ ~ ~ / FROM TIE IN TOP OF BENCH FROM TIE IN
/ / i / / / ,C / ~ / WITH EXISTING TO BACK OF WITH EXISTING
/ / / / i - / / ~ / / / , GRADE TO LIMITS BENCH GRADE TO LIMITS
/ / ~ / ~ ~ OF DISTURBANCE OF DISTURBANCE
/ / / i ZON / j ZONE 1
~ ' ~ / / - ~ / ~ /
/ ~ i ~ ~ / / / TOP OF /
~ C / ~ ~ / ~ ~ / BANK
/ q_ , / ' ' i
~ / i ~ / , ~ ' "BENCH SIDE" TOP OF "OUTSIDE MEANDER"
~ / / , BANK
~ 6 NOTE: NO ZONE 2 ON "OUTSIDE MEANDER"
i ~ ~ ZONE / ~ ,i ~ ~ , 1 ~ ZONE 2
/ / , 9 j STREAM PLANTING ZONE SCHEMATIC
/ ~ ~ ~ / / - - NOT TO SCALE
~ ~
' w / ~ / / ~ _ - -
/ ~
/ ~ , I / / i i ~ - -
/ ~ / 1 i / / i _
\ 1 i / ~
/ ~ ~ / / ~
/ / ~ ~l
~ ~ ~
~ i ~ ~ / ~ ~
~ . , ~ ~ ~I
f / / ~ .ZONE 1(LIVE STAKE) PLANTING SCHEDULE:
1 I I ~ / y / r I ~ / / / Site 12: Broken Saddle I ~ /
ZONE 1 ,
s'~ I I / / Percent Planted / Common Name Scientific Name Wetland Indicator Status Approx. No. Notes
~g ~ i 928 / by Species / / Serviceberr Amelanchiercanadensis FAC 30% y 210 plantfrom mid slope to top ofslope
~ / \ ~ / ~ / / Viburnum Viburnum denfafum FAC 30% 210 plantfrom mid slope to tap ofslope
~ ~ / ~ ~ / ~ / / / Elderberry Sambucus canadensis FAC W- 20% 140 plant mid slope to bottom ofslope
~ ~ / i / ~ ~ Silky dogwood Cornus amomum FAC W+ 15% 110 plant mid slope to bottom ofslope
i / - / Buttonbush Cephalanthusoccidentalis OBL 5% 40 plantatwater'sedge
~ - ~ ,L / - / / / / Lrvesfake Total 710
~ ~ / i ~ / - - ~ / ~ / / LIVE STAKES TO BE PLANTED FROM BOTTOM OFACTIVE CHANNEL TO TOP OF BANKFULL BENCH, NOT ON BENCH.
~ ~ / / 9j / 8~ / - - - /
- ~ / / / / / / /
~ r / ~ / E ~ ~ / / / ~ / ZONE 2 PLANTING SCHEDULE: SITE #12, BROKEN SADDLE LANE
924 / / / Percent Planted
/ ss ss / ss ss / ss / / / Common Name Scientific Name Wetland Indicator Status Container Size Approx. No. by Species
/ ~ / 0 / / / / Trees -Spaced 15 feet on center (one inch caliper):
x_92 EXISTING GROUND - _ / / River birch Betula nigra FAC W 10% 1 in caliper 0
~ - ~ S8` - - rt E N / / / / / Green ash Fraxinus pennsylvanica FAC W 15% 1 in caliper 0
X924- - _ - - ' ~ ~ / / ~ - ~ SS ~ ~ / / / ~ Sycamore Platanusoccidentalis FAC W- 15% p 1 in tali er 0
Swamp chestnutoak Quercusmichauxii FAC W- 10% 1 in caliper 0
STREAM PLANTING L 'LANT~NG LEGEND Black gum Nyssasylvatica FAC 10% lincaliper 0
Red Maple Acerrubrum FAC 15% 1 in caliper 0
PROPOSED GROUND MATCH EX. GRADE
~ PLANTING Z( 920 ECM CANTING ZONE = 1,040 SF urginiapine Pinusvirginiana FAC 10% lincaliper o Beauty berry Callicarpaamericana FAC U- 15% lincaliper 0
Tree Total PENDING
1:1
PLANTING Z( CANTING ZONE #2 = 300 SF Shrubs -Spaced5feetoncenter: Tag alder Alnus serrulata FAC W+ 25% 1 gallon 3
1 Wnterberry Ilexverticillata FACW 25% 1 gallon 3
Southern wax-myrtle Myrica ceritera FAC+ 10% 1 gallon 1
PLANTING Z( CANTING ZONE #3 = 3,600 SF Blue Huckleberry Gayussaciafrondosa FAC 25% 1gallon 3
Paw-Paw Asimina triloba FAC 15% 1 gallon 2
Shrub Total 12
5'
916 ~
I
4:1 ENCAPSULATED FILL ZONE 3 PLANTING SCHEDULE: SITE #12, BROKEN SADDLE LANE ercen an e y
(SEE DETAIL SHEET C19) Common Name Scientific Name Wetland Indicator Status Container Size Approx. No.
Trees -Spaced 20 feet on center (one inch caliper):
PROPOSED GROUND Red Maple Acerrubrum FAC 10% 1 in caliper 1
7.6' EX. 75" DI . SS Loblolly pine Pinustaeda FAC 25% lincaliper 2
Tulip poplar Liriodendron tulipitera FAC 10% 1 in caliper 1
Ironwood Carpinus caroliniana FAC 10% 1 in caliper 1
Southern red oak Quercus talcata FAC U- 10% 1 in caliper 1
912 Black cherry Prunus serotina FAC U 15% 1 in caliper 1
FOOTER STONE Eastern redbud Cercis canadensis FAC U 10% 1 in caliper 1
(SEE DETAIL SHEET Flowering dogwood Cornus florida FAC U 10% 1 in caliper 1
C18 FOR SIZE) Tree Total 9
DATUM ELEV Shrubs -Spaced 10 feet on center:
910.00 Wax myrtle Myrica ceritera FAC+ 10% 1 gallon 4
rn ~ ~ Southern arrowwood Viburnum dentatum FAC 25% 1 gallon 9
m ~ American beautyberry Callicarpaamericana FAC U- 25% 1 gallon 9
N ~ ~ ~ Wild hydrangea Hydrangea arborescens FAC U 25% 1 gallon 9
Red Elderberry Sambucusracemosa FACU 15% 1 gallon 5
Shrub Total 36
0+00
R E TI N A-A'
P PLANTING PLAN 20' 0 20' 40'
SCALE: 1"=20' (Horiz.)
SCALE: 1"=2' (Vert.)
SEAL SEAL DATE: APRIL 2011 SCALE M&C FILE NUMBER
MCE PROJ. # 5466-0003 CN701
PHASE 2 - KERNERSVILLE DRAWN JEM HORIZONTAL: DRAIMNGNUMBER
~ ~ ~ 1~lirae~atirti_Cs~la~evt ~ Fir cam + Fnr°~rsth C_~a r~trs
A. / i A. iii V A. ?/i W~Ii/ w s ...y r wvre r -wraw ..r.. .
8020 Tower Point Drive RESTORATION DESIGNED TCS N = zu 1- 1 VERTICAL: C 1 O CHECKED J* Uxi dies SITE #12 - BROKEN SADDLE LANE PROJ. MGR. JMO 1 IN = 2 FT „ zz
Charlotte, North Carolina 28227 CRY/County
Phone: [phone], Fax: [phone]
AA0002667 EB0006691 Water s Sewer ® Solid 1J Solid Waste Disposal PROFILE
REV.NO. DESCRIP110NS DATE License No. C-0342
www.mckimcreed.com REMSIONS 1100% TATUS: REnsiord PRELIMINARY DESIGN

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\ Y~rrv~ yy ,g'ry ~ ~i \ \ ~ , v,v~r r vtl mY~iYm1~, Y rv \ \ ~ i~ G ~ ~ ~ y 1
W.E. 970, h ~ ~ ~ ` ~ \ / \ x w \ ~ „ CONTRACTOR RESPONSIBLE ~ ~ ' m r
~ \ \ FOR REPAIR OF CURB, GUTTER, ~ ~ ~r-~. ~ ~ - ~ ~ ~
? s ~ AND SIDEWALKAT ACCESS \ ` ~ ~M ~a S 1 \ \
~ ~ ~ ; Y ~ ° ~ ~ ~ ~ ~ MOORS, DOUGLAS HOWARD & ~ " 3 r 1 ~ ~ ~ ~ \ MARY S. TURPIN
v r, ri 0 CONSTRUCTION ENTRANCE C~ ~ ' ` ~ ~ ~ 318 GRAUN STREET ~ \ \ ~ \ \ ~ \
~ y d SEE DETAIL SHEET C12 ~ ;y mow; ~ ~ ~ ~`~s rc ~ ~ 6886-65-5549 \ \ \
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PO BOX 728 ~ ~ w ~,m,,~~ ~ " ~ ~ ~ \ \ ~ TOWN OF KERNERSVILLE
my 6886-65-5227 ~ o \ 1 ~ PO BOX 728 car ~ * ~ ~ I 6886-65-5227 \
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o DOWNSTREAM ;~:rv~ q. I ~ ~ 6886-66-2425 ~ I I I / J l
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~ \ \ ~ ~ \
EX 12" SANITARY SEWER FROM AS-BUILT D AWING, \ ~ r' ~ MH'S ARE NOT VISIBLE & I T'S UNKNOWN lF S IS ACTH/ \ ~ / ~ ,
_ ~ EX. 12" SAN~I ARY SEWER (FROM AS-BUI DRAWING, / I I ~
EX SANITARY SEWER \ \ _ ~ ARC NOT IRSIBLE & IT'S UNKNOWN'!F SS IS ACTII/E) ~ 1 ~ 1
\ \ ~ \ \ ~ / \ ~ ~
\ ~ \ / / ~ EX SS 17413 \ ~ ~ / ~ EROSION CONTROL MAT ~
\ ILT FEN E ~ \ \ S C \ ~ / ~ / ~ ~ \ / / (SEE DETAIL SHEET C19) / / Ex. s~iH 17413 \
~ / / / / / \ ~ \ ~ ~ / / / / ~ L \ \
~ - _ ~ / E LOD / \ \
~ / ~ ~ ~ Loo / / / - - \ SILTFENCE~~-- - =~oo~~LOD ~
- - - ~ LOD , / ~ SS / \ ~ \
\ LOD ~ ~ ~ S3~ / \ SS / \ ~ - - - - ~ ~ E LOD ~ €98~1~ LOD / % / ~ / ~4jr~
\ ~ ~ LOD , , SS / LOD ~ SS / \ \ VCS / ~ s \ \ E ~~-LOD /~i~ SS Sg/~~~S
E LOD ~_~-~'-1~D~ SSA S S \ LOD ~ ~ SS ~ SS~- / / ~
L SS ~ SS ~ ~ SS ~ \ \ SS ~ i ~ SS SS ~ / / F v ~ SS ~ SS LOO ~ ss / A ~~~~s~~s ~h
SS ~ ~ \ ~~s ~ ss F Lod ~
~ ss ~ - - ~ ss ss CP SF ~ss - ,V E ~ ~ . 10 DIA \ ~ ss EX SF ~ E ~ SS ~ ss ~ss ss~ ss _ ~ _ ss_~- ss ~ ss ~ TREE TO BE REMOVED ass ~ v ~ _ _ ~ ~ ss
SS / / SF SS E SS ~ E ~ ~ F SS ss ssEX 10" DIA. VCP / SF E ~
~ / / ~ SS / SS SF pp 0 / ~ \ l ~ ~~SS ~FE ~ E ~ ~ / ~ SF S ~h
~ L 96 / / - \ SS Op ~ ss \ < L E / ~ SS SF Loo g6o E / / / ~ / / . ~ s ~
~ / - / / \ i ~ _ ~ LOD E / ~ \ L ~ ~
a ~ / / S \ SF pp ~ EX SSMH 17412 / / \ s L E o \ \ q / _ ~ ~
\ / ~ ~ / i ~ F CO Loy - ~ . w ~ E \ / i - \ F \ ~ s Q EX. SSMH 17412 / ~ ~ ~ / ~ \ Ss ASS
o / / i w _ / \
~ \ \ ~ W 0 w - ~ / / / ~ / / S
X956 / / \ \v \ _ s ~ ~ ~ - / / / ~ \ ~6\ 00 \
- ~ \
. ~ i / /
/ r / / ~ 'p\ ~ ~ ~ / _ \ F i r _
- 50 _
~ W / \ ~o \ T
~ \ \ ~ - - . ~ STONE TOE ~i~\\
~ \ _ \
- ~
- - - o ~ L \ - ~ - - o ~ \ \ \ \
~ \ \
SANDBAG DIVERSION ~ ~ ~ w \ ~ ENCAPSULATED FILL (APPROX. LENGTH =132') ~
w . - - - (SEE DETAIL SHEET C17) (SEE DETAIL SHEET C19) w
/ ~ \ ~ w / ~ w ~ -y_\ \
~ / \ ~ ~ / \ ' V
~ BASEFLOW BYPASS PUMPING \ 9 \ \
SANDBAG DIVERSION - EE DETAIL HEET 17 \ ~ - - (S S C ) ~ ~ ~ , - \ \ \ \ ~ ~ 9~/ / 4' BENCH _ _ - - - \ \ \
~ \
W ~ ~ ~ ~ \ ~
- - -954 - \ _ W- w 1W- 954 i ~
~ ~ - ~ \ ~ ~ - - ~ - -
_ ~ ~ ~ ~ ~ ~
BASS J. MILTON ~ ~ ' ~ ~ - ~ ~ / ~
. ~ - - - - - - ~ 960 - 705 BRANCHWOOD DRI ~E _ ~ ~ - _ BASS, J. MILTON BASS, JMILTON
_ ~ ~ ~ BASS, J. MILTON _ 6886-65-1258 ~ - ~ _ ~ ~ - - - ~ ~ 705 BRANCHWOOD DRII/E - - - - - - - ~ - - - - - - ~ 960 - 705 BRANCHWOOD DRIVE _ , 705 BRANCHWOOD DRIVE _ ~ ~ BASS, J. MILTON _ 6886-65-1258 6886-65-1258
- - - - - 6886-65-1258 - - - - - - - ~ ~ _ - ~ ~ \ 705 BRANCHWOOD DRI VE ~ - -
W1LLIAMSON, LESLIE RUIZ, SHANNON - - - _ DIANE 218 BOST STREET ~ / ~ ' - - - - - - / ~ - - - - - WILLIAMSON, LESLIE RU1Z, SHANNON 6886-65-1258 - - - _ _ - - -
THOMAS, ANTWON & _ \ / ~ _ - ~ DIANE 218 BOST STREET ~ ' i ~ ~ ~ ~ - _ _ - - S, ANTWON & - 233 GREEN STREET - _ 6886-65-0396 ~ / ~ - -
KIMBERLY 233 GREEN STREET - 6886-65-0396 ~ ~ - - - ~ / ~ ~ - - - , THOMAS, ANTWON c 231 GREEN STREET 6886-65-0460 ~ / ~ ~ _ - ~ KIMBERLY '1MBERLY /
/ ~ _ / 6886-65-0434 - - - - ~ ~ ~ ~ / ~ ~ _ _ - - 231 GREEN STREET 'BEEN STREET ~ 6886-65-0460 - ~ / ~
\ \ ~ ~ / , ~ . ' - - - ~ ~ 6886-65-0434 6-60434 ~ - - - - ~ ~ ~ ~ ~ ~ / ~ / ~ ~ ~ ~ _ - -
i ~ / ~ ~ i w
~
~ ~ / \ / ~ - / /
N \ ~ / / ~ / \ / 'L U
p
/ _
/ i W ~ ~ \ / / ' p ~ / / w \ \ ~ ~ ~ i__
20' 0 20' 40'
EDIMENT ER I N NTR L CONSTRUCTION
SCALE: 1"=20' (Horiz.)
SEAL SEAL DATE: APRIL 2011 SCALE M&C FILE NUMBER
MCE PROJ. # 5466-0003 CN701
PHASE 2 -KERNERSVILLE DRAWN JEM HORIZONTAL: DRAIMNGNUMBER
~ ~ ~ 1~firae~t,r°~_Cs~la~e,rt ~ Fir
i/ i A. iii V A. ?/i W ~Ii/ w s w,., o r- r.raw .4r... e
8020 Tower Point Drive RESTORATION DESIGNED TCS N = zu 1- 1 VERTICAL: C 11 CHECKED Uxi dies SITE #13 - GREEN STREET SITE 1 PROJ. MGR. JMO 12 OF 22
Charlotte, North Carolina 28227 Ck/cOunty
Phone: [phone], Fax: [phone]
AA0002667 EB0006691 Water - Sewer o Solid V ® Solid Waste Disposal PLAN
REV.NO. DESCRIP110NS DATE License No. C-0342
www.mckimcreed.com REMSIONS 1100% TATUS: REnsiord PRELIMINARY DESIGN

ZONE 1(LIVE STAKE) PLANTING SCHEDULE:
Site 13' Green St 1
~ ~ \ ~
Percent Planted ~ ~~~9 \ ~ ~ \ S~\ ~ \ \ \ N
Common Name Scientific Name Wetland Indicator Status Approx. No. Notes by Species
Serviceberry Amelanchiercanadensis FAC 30% 60 plantfrom mid slope to top of slope pofslope \ \ \ \ \ - \ s\ \
Uburnum Viburnurndentaturn FAC 30% 60 plantfrom mid slope to topofslope pofslope \ \ \ \ \ J`~ \
Elderberry Sambucuscanadensis FAC W- 20% 40 plant mid slope to bottom of slope ofslope \A A V \ \
Silky dogwood Cornusamomum FAC W+ 15% 30 plant mid slope to bottom of slope ofslope ~ ~ V~ V~ \ \ ~ , J,~~ V A
Buttonbush Cephalanthusoccidentalis OBL 5% 10 plantatwater'sedge
Livestake Total 200
LIVE STAKES TO BE PLANTED FROM BOTTOM OF ACTIVE CHANNEL TO TOP OFBANKFULL BENCH, NOT ON BENCH. ~ ~ ~ ~ \
\ s ZONE 1 V A F \ /I
ZONE 2 PLANTING SCHEDULE: SITE #13, GREEN ST #1 \ ~ \ \ ~ ~ ZONE 2 ~
Shrubs -Spaced 5 feet on center:
Tag alder Alnus serrulafa FAC W+ 25% 1 gallon I \ \ \ 1 ~ s \
v v I ~ ~
W nterberry Ilex verticillata FAC W 25% 1 gallon 7 \ \ ~ ~ \~y ~ ZONE 3 ~ ~ ~ ~ -
Southern wax-myrtle Myrica cerifera FAC+ 10% 1 gallon 3
Blue Huckleberry Gayussacia frondosa FAC 25% 1 gallon 7
Paw-Paw Asiminatriloba FAC 15% 1 gallon 4
Shrub Total 28 ~ \
m
~ \ ~ ~ \ 1 I I \
\ ~ i ~ \
\ \ ~i
ZONE 3 PLANTING SCHEDULE: SITE #13, GREAEN ST #1 \ ~ ~
ercen an e Common Name Scientific Name Wetland Indicator Status Container Size Approx. No. ~ ~ \ , v v ~ ~
Trees -Spaced 20 feet on center (one inch caliper): iii i i ~ ~ ~ \ \ ~ ~
Red Maple Acerrubrum FAC 10% 1 in caliper 1
960 Loblolly pine Pinus taeda FAC 25% 1 in caliper 1 ~ ~
Tulip poplar Liriodendron tulipifera FAC 10% 1 in caliper 1 ~ ~ ~ 1. I
Ironwood Carpinus caroliniana FAC 10% 1 in caliper 1 ~ \ 1 I 1 1 ~ I
NOTE TO CONTRACTOR: LEAVE Southern red oak Quercus falcata FAC U- 10% 1 in caliper 1
THIS PORTION OF BANK AS IS. Black cherry Prunus serotina FAC U 15% 1 in caliper 1 ~ \ ~ ~ III ~ I \ \ ~ , I I
' Eastern redbud Cercis canadensis FAC U 10 1 in caliper 1 ~ ~ ~ ~ II I N 1
Flowerin do woad Cornus florida FAC U 10% g g 1 in caliper 1 ~ I I I
Tree Total 8
Shrubs -Spaced 70 feet on center:
EXISTING GROUND Wax m le rica cerifera FAC+ 10% yrt IUry 1 gallon 2
956 Southern arrowwood Viburnum dentatum FAC 25% 1 gallon 4 STREAM PLANTING LEGEND
American beautyberry Callicarpa americana FAC U- 25% 1 gallon 4
EROSION CONTROL MAT WId hydrangea Hydrangea arborescens FAC U 25% 1 gallon 4 PLANTING ZONE #1 = 400 SF
(KEY IN PER MANUFACTURER'S SPECS) Red Elderberry Sambucus racemosa FACU 15% 1 gallon 2
Shrub Total 16
951.7' PLANTING ZONE #2 = 675 SF
4' BENCH
PLANTING ZONE #3 = 1,500 SF
952
951.0'
0.5:1
VARIES BETWEEN CONTROLLED FILL
6' AND 12'
5' ZONE 1:
ZONE 3: EDGE OF WATER ZONE 3:
948 BACK OF BANKFULL TO TOP OF BACK OF BANKFULL
BENCH TO TIE IN BANKFULL BENCH, BENCH TO TIE IN
WITH EXISTING IF PRESENT WITH EXISTING GRADE GRADE
1' ISTING GROUND
ZONE 4: ZONE 2: ZONE 4:
ENCAPSULATED FILL FROM TIE IN TOP OF BENCH FROM TIE IN
(SEE DETAIL SHEET C19) WITH EXISTING TO BACK OF WITH EXISTING
GRADE TO LIMITS BENCH GRADE TO LIMITS
OF DISTURBANCE OF DISTURBANCE
944
TOP OF
BANK
FOOTER STONE "BENCH SIDE" TOP OF "OUTSIDE MEANDER"
(SEE DETAIL SHEET BANK
C18 FOR SIZE) NOTE: NO ZONE 2 ON "OUTSIDE MEANDER"
STREAM PLANTING ZONE SCHEMATIC
NOT TO SCALE
DATUM ELEV
940.00
o
~i ~ ~ ~ ~ ~
rn ~ rn
0+00
R E TI N A-A' 20' 0 20' 40'
L KIN WN TREAM
SCALE: 1 "=20' (Horiz.)
SEAL SEAL DATE: APRIL 2011 SCALE M&C FILE NUMBER
MCE PROJ. # 5466-0003 CN701
PHASE 2 - KERNERSVILLE DRAWN JEM HORIZONTAL: DRAIMNGNUMBER
~ ~ ~ 1~firae~t,r°~_Cs~la~e,rt ~ Fir
i/ i A. iii V A. ?/i W ~Ii/ w s w,., o r- r.raw .4r... e
8020 Tower Point Drive RESTORATION DESIGNED TCS N = zu 1- 1 VERTICAL: C12 CHECKED Uxi dies SITE #13 - GREEN STREET SITE 1 PROJ. MGR. JMO 1 IN = 2 FT 13 OF zz
Charlotte, North Carolina 28227 Ck/cOunty
Phone: [phone], Fax: [phone] 'A I [ Solid Waste Disposal PROFILE
AA0002667 EB0006691 Water - Sewer o Solid V STATUS: REnsiord
REV.NO. DESCRIP110NS DATE License No. C-0342
www.mckimcreed.com REMSIONS 1009 PRELIMINARY DESIGN

/ / ~ / ~ \ ~
/ / ~ \
/ / ~ ' \ / ~ ~
~ / / / \ \ _ ~ 960
/ / / Q MOORE, DOUGLAS
0 / / / (L' \ HOWARD ~I~ARY S.
d SITE / / / 318 GRALIN STREET ~ 1 APPROX. EXISTING GROUND
/ / / 6886-65-5549 \ ~ AT CENTERLINE
/ ~ / \ ~ CONTROLL D FILL
0 / / CONSTRUCTION ENTRANCE ~ ~ / / \ APPROX. EXISTING GROUND \ AT TOP OF BANK
'A~, (SEE DETAIL SHEET C12) ~ /
~ / /
p / ~ / 0 / 1 ~ PROPOSED CULVERT 956 ~ 2-24"DIA. CMP & HW
F / / ~ \ / 20 LF @ 12%
~ ~ / i / o ~ / / /
$ ~ / /
~ ~ / / / \ / \ / / ~ 1 STEP POOLS
E5 ~ / / MAC & MAC LLC - - ~ 1 (SEE DETAIL SHEET C19)
\ / / \ \ / PO BOX 506 /
\ ~ 6886-66-2425
\ ~ \ TRACTOR RESPONSIBLE \ / ~ 1
REPAIR OF CURB GUTTER N / \
\ \ ~ / D A IDEWALK AT ACCESS / RIP RAP
\ ~ 0 ~ / / ~ 952 \
\ / _ / INSTALL 3RD
/ / - \ ~~E J ~ / / / / STEP POOL IF
~o~ 0 v SP2 NECESSARY TO
J ~ \ / \ ~ / \ ~ / MATCH EXISTING
D o \ - \ / / - ~ ~ / / GRADE \
~ / / \ \ o \ ~ \
~ a SCALE: 1 "=200' ~ ~ / / \ \ \ 0 0 0 \ ~ \ \ ~ / \ SP3
o / / ~ \ / \ \ ~ EX. 12" SANITARY SEWER (FROM ~-BUILT DRAWING, / EX. SS
/ \ \ / \ \ ~ MH'S ARE NOT VISIBLE & IT'~NKNOWN IF SS IS A~VLr)
~ ~ \ / \ _ - ~ ~ 948 EX. S (LOCATION
/ \ \ \ ~ - ' ~ ~ UNK OWN) ~ ' ~
/ \ SOD
\ / / \ ~ \ ~ / i ~ \ - _ - - - E L~ ~€~'f- , ~ NOTE: BED EXISTING SS PIPES
PLACECONTROLLED FILL \ PROPOSED HW#1 (PER NCDOT STANDARD 838.01) E E LOD LOD ~ ~ ~ WITH #57 STONE
AROUND CULVERT ~ \ ~ °D ~ ~ \ n E LOD ~ - DD ' ~ g ~ SS~ SS 1~
~ PROPOSED TWIN 24 CMP (12 GAUGE) ~ - ~ - ~ ~ ~SS~i ~ ~ ~ /
\ ' A - ~ ~ ss ss X. SSMH 17411 ~ SS ~ SS ~ i SS ~ SS ~ ~ SS
\ ~ E ASS / ~ .s - - s - ' ss ~,ss ~ ss SF
g60 ~ I.OD ss ss EX. 10 DIA. VCP / SFE ~ E
s mss ~ ss~ / ~ s ~ ss ~~D E ~ / ~ 944
/ / , ~ - ss \ / / ~ ss ~ ss SF app
~v~ g60 / / ~
/ -E ~ ss ~ SF Lpp E / / / op s ss ~ ~ SEE SHEET C11 FOR SITE #13
/ / ~ ss ~ ~ 1 / / E I / ~ SF ~ E ~ p / / LOD/ ~ / SS - - \ i EX SSMH 17412 / - ~ - ~ ~
_ g56 / I.OD/ / / ~ ss _ ~ \ Q ~ / SS E _ ~ ~
/ E / / / SS~~ ~ W p w I w - _ _ - S / / / ~ /
/ / / / s PROPOSED RIP RAP ~ _ ~o~ ~ / / / / / ~ ss ~ SF _ - -
/ goo / / - 54 S- SEE STONE SIZING SHEET C14 9 ~ ~ ) X956 ~ / / _ - - ~ ~ /
_ _ _
mss/ / / ~ SF~-~ ~ - / / ?.oo k A~ / / / / c / - ~ ~ ' DATUM ELEV 2
/ ~o~ ~ / - - ~ ° ~ ~ 940.00 _ ~p g48
~ ~ i ~ / I E / i , L ~ ~ 9 ~ ` ~ ~ ro o0
S~ LOD i ~ ~ W / ~ / / / 950 - - ~ -rn~ _ / rn ~i o ~ i ~ Ln Ln
/ goo / E / ~ - ~ STEP POOL - . - - / / / / / pA /
/ / ~ ~ SEE DETAIL SHEET C19 - / ~ ) - - / / - - /
~ / ~ / ~ / / / o+oo
/ Ss / / ~ _ - - PROPOSED HW#2 PER NCDOT STANDARD 838.01 - ~ ) / / EX. SSMH 17410
/ / ~ / / ~ ~ - -
S / / / / \ REMOVE EXISTING 10 VCP SEWER / / / / W w
/ / / / / AND REPLACE W/ 193± LF OF 10" DIP n
S ~ ~ S / / / / / / / o / / ~ CROSS SECTION A-A'
/ / / 2.02 /o FROM MH#17410 TO MH# 17411 ~ ~ / / / ~ / /
/ / / LENGTH AND SLOPE FROM AS-BUILT \ ~ ~9~/
/ / / / /oW / \ INFO) \ BASS, J. MILTON
/ F~/ / / / \ / ~ ~ CONTRACTOR TO VERIFY INVERT / T / / ~ ~ 705 BRANCHWOOD
/ / / W / / -NOTE: BYPASS PUMPING AROUND PROPOSED ELEVATIONS AND SLOPE BETWEEN \ - w- - - - DRIVE ~
6886-65-1258
/ ~ i SEWER REPLACEMENT SHALL BE ADEQUATE MHs AND REPLACE PIPE TO PROPER ~ ~ / , / / / - ~ . ~ ~
/ , / / ENOUGH TO PUMP A PEAK FLOW OF 1,080 SLOPE , - - - - - - / / ~ / / / / ~ ~ ~ EX. SSMH 5ti - ~ _ ~ ~ EX. SSMH 54468 _ - - - - - - - - - m~ ~
/ GALLONS PER MINUTE. CONSULT WITH - _ _ - _ - \ - - - - _ . - - - - ~ g60 ~ ~ ~ -
/ ~ - - WINSTON-SALEM FOR FLOW VERIFICATION. \ , ~ - ~
~ - \ -
/ - / / 1 / _ ,~a~ ~ ~ _ ~ ~ ~ ~ ~o ,d ~ w ~ ~ ~ .
/ ~ ' GALLIMORE, CLARA M. ~ J . ' / / ~ / , N - ~ ~ \ e $r ° "`C";a'~ ~ "z a Mau ~ a 6
~ 223 GREEN STREET ~ ~ - -
/ / i / i / / 6886-55-8690 / ~ / GALLIMORE CLARA M. / ~ - _ . RUIZ, SHANNON 1iv~ ~„y p ` ~ ~ ~ ~ a~' u.S v 8 5 ~ .n vw J ~
/ / / 223 GREEN STREET ~ / , ~ w ~ - - - - 218 BOST STREET ~ ~ ~ ,w"~ r ~ ~;a; ` " ~ , ;
/ / I g6~ 6886-55-8690 ~ \ / ~ WILLIAME 6886-65-0396 ~ ~ ~ w ~ . ~ WILLIAMSON, LESLIE _ ~ ~ ' ' ~
\ LANE, LESIA RIANNE THOMAS, ANTWON & D DIANE ~ "'F ~ - ~ ~ t E ~
~ / - - ~ - , 229 GREEN STREET KIMBERLY ~ 233 GRE 233 GREEN STREET - ~ - ~ \ \ ~ ~ , i ~ G,
~ ~ - ~ i \ , 6886-65-0408 / / MAC & MAC LLC 231 GREEN STREET 6886- ~ ~ PENDER, C.H. JR. / ~ / ~ 6886-65-0434 ~ - - . 6886-65-0460 \ \
~ 219 GREEN STREET - ~ \ PO BOX 506 , / ~ , \ ,~r "
i 6886-55-8646 - 6886-66-2425 / / , ~ ~ ' ~ / ~ MAC & MAC LLC ~ / p ~ - _ -
i i PO BOX 506 / / ~ i , ~ w
~ ~ 6886-66-2425 ~ / / / , PENDER, C.H. JR. - - - - - - - - ~ i / ~ - ~ ~ ~ - -
219 GREEN STREET / ~ ~ ~
/ 6886-55-8646 _ / / / ~ - ~ -
/ / / / ~ / ~ / \ ~ YY"
COLE, MICHAEL L. & / / ~ ~ / / PAMELA K. / / ~ / ~ w r,
/ / / 217 GREEN STREET / ~ / / / ~ ~ "ry LOOKING UPSTREAM
/ / / ~ - v~- 6886-55-8700 / / /
/ / / / / - \ ~ \
20' 0 20' 40'
N TR TIN E IMENT ER I N NTR L SCALE: 1"=20' (Horiz.)
SCALE: 1"=2' (Vert.)
SEAL SEAL DATE: APRIL 2011 SCALE M&C FILE NUMBER
MCE PROJ. # 5466-0003 CN701
PHASE 2 - KERNERSVILLE DRAWN JEM HORIZONTAL: DRAIMNGNUMBER
~ ~ ~ 1f~firae~r,r°~_Cs~la~e,ra ~ Fir
i/ i A. iii V A. ?/i W ~Ii/ w s w,., o r- r.raw .4r... e
8020 Tower Point Drive RESTORATION DESIGNED TCS N = zu 1- 1 VERTICAL: C13 CHECKED Uxi dies SITE #14 - GREEN STREET SITE 2 PROJ. MGR. JMO 1 IN = 2 FT 14 OF zz
Charlotte, North Carolina 28227 Ck/cOunty
Phone: [phone], Fax: [phone] 'A I [ ® Solid Waste Disposal PLAN
AA0002667 EB0006691 Water - Sewer o Solid V STATUS: REnsiord
REV.NO. DESCRIP110NS DATE License No. C-0342
www.mckimcreed.com REMSIONS (100% PRELIMINARY DESIGN

N / \ ~
/ / FELDMAN FAMIL Y L TD. / ~ \ / / - - .
X542 MODERN MACHINE & PARTNERSHIP 1 / / /
METAL FAB INC. 2928 GAINES LANDING - ~ 6895-07-1245
\ / 3201 CENTRAL PARK / BOULEVARD / ~ ~ ~ ~ -
~ ~ 6895-OS-4179 ~ ~ ~ ~ ~ 2 i
i" i f,F EX. SSMH 17 7 (APP OXIMATE LOCATION) ~ ~8 rrolv)~ - . - -
\ /
/ / / ~ \ / - ~ / ~ ~ ~ ~ ~ - -
/ / ~ / _ / -c / - - - / ~
~A / ~ ~ F S /
A ~ / ~ - _ / / - - - - ~ 0 / ~ /
< C / / E/ - m ~ / ~ / 7~ - - - _
E
~ ~ / / o D ~ ~ ~ - E INDU ~ / STRIAE P ~ ~ C/ ~ /
ARK ~~s~ i-- D ~ ~ _ RIVE / ~ / s ~ F / / y ~ E
5 B ~ ~ ss ~ ~ ~ / ® ~ / / ss~ / / ~ ~ ss
/ / ~ SS ~ ~'S ~ SS
i o ~ / / ~ ~ E - -
~ \ E ~ - - ~ ~ E
~ ~ \ / , ~ ~ ~ ~ ~ ~
~ ~
\ ~ ~ ~ ~ -
~ ® / ~ ~ ~ SF~ STREq
i
~ ~ ~ w~ ~ ~ -
/ ~ ~ / STEP POOLS ~ ~ ~ ~ ~ \ -
SITE ~ ; ~ ~ ~ ~ ~ ~ ~ / / (SEE DETAIL SHEET C19) ~ - . - ~ _ = . _ ~
- - - - ~ .
SCALE.1 -200 /SEE SHEET C14A FOR ~ ~
/ CROSS SECTIONS ~
i ~ ~ ~ ~ S / A-A AND B-B 1 i / \
' - - F G~ ~ - r~ B ~s ~
EX. RIP RAP - \ / \ - _ _ - ~
MODERN MACHINE & / ~
/ ~ / / METAL FAB INC. / REMOVE EX. 8 VCP AND REPLACE WITH DIP FROM MH TO MH (APPR ~ / / - - MH (APPROX. 95')
1080 INDUSTRIAL PARK ~ / ~ - ~ - ~ ~ ~ ~ ~
DRIVE SE/ ~ ~ 6895-OS-4389 R/ ~ ~ / 5
STD / \ ~
~ \ ~ / / SE / 5s _ ~ \ ~ - -
/ R~// ~ /~(0 ~ EX. SSMH~78~{A-PPRQ`MATE LOCATION
~ - -
/ ~ / c,5 / / ~ / /
/
/ / c,5 / / oA - -
/ / / / \
/ / / / ~
/
i' / / \ ~ ~ /
i / / NOTE: BYPASS PUMPING AROUND PROPOSED ~ / /
/ / ~ SEWER REPLACEMENT SHALL BE ADE UATE ~ ~ / Q
i / / ENOUGH TO PUMP A PEAK FLOW OF 1,680 / \ N ~ ~
/ / ~ GALLONS PER MINUTE. CONSULT WITH - - / . ~ ~ ~ ~~r . Y
\ / ~ ,r ~ ' ~ i
~ / WINSTON-SALEM FOR FLOW VERIFICATION. ~ / / EX. SANITARY SEWER i ~ w. r~M ~ ~ r ~ r - p`x
,'N1~ ~ s ~ ~
/ ~ CONS CTION ENTRANCE , axiom - , ~ ~~i. fie,. -'"A
/ ~,0~ (S DETAIL SHEET C17) S
/ G~ - / ~ \ wa ~ as - ~ w~:
S`' ~ / / p0 / ~
/ L \ E / / S`' Fa ,r , p~
/ / / a,W r~ ~ a
/ S5 / / ~ Oa ' s ~ vaw.mr i x
"~rv" 3aY M~~. a.r"v. 0.:y:A
0~ 55 / , ,O ~ / a
x,00 / GRONER, RICHARD S. & S`' \ \ (CHARD S. & ~ y"''~„~~""~ ~ ~ ~ * ~ ~ ~
/ SALLIE H. ~ / 1060 INDUSTRIAL PARK LIE H. , ~ ~~~;~II" ;`~°>~~s,y,~ y ~ r:~ g~ ~TR1AL PARK ~
~ / \ sS po ~ / _ ~ DRIVE x~ ~ _
/ / 6895-08-1336 08-1336 ~ ' ~q~ a ~5'°
w ~
~ ~ ' c moo" a x
\ / / / \ _ ~ \ /
s• BENNETT NORMAN T. s ~b,.kw" ~"~vr ~ "fir ~..wv mw
o ~ / s~ 1070 1NDUSTRIAL PARK / ~ "6~. i Wry Jro: ~.~,y,~ ~ ~ 2~"° ~ ,3 ~
DRIVE / ,s'
6895-OS-3401 / ~ .y a x b.' ~ t -x~" i ~ d_ ~ J x , y~., rv~k, ;yam ~ o„y '$A ~y~""v ;
/ ~ V VY~ 4 .~gd~2~V b~ F~...;M wr;~IX~r " ~ ~ wV W pu &
~ / ~ / n m r ~ ~J ~ w, „ ~v ~ I ~ ~ ~ 4 i~~~~M1s ~ ~ ~ ~ ~ y~
~ ~ / J ri~ ~ Fm~.p M ~~f j r~ Y XV „ A1W ~~"~rY„ ~J ~ ~ s a -:y~ W nn u ~ a x ~t ti ~.v r " 5 ~ ,..,,a
~0 ~
G~ / ~ ~ / W"~v ^nrv ~e.~v ~x •r,Y ~„F. J~. ~ ; ` ~$W. fi,., .
~ - 9~ /
~C ~ 'dl A ~ 'fin ~t v
~ / / / GRONER, RICHARD S. &
/ SALLIE H. 4--_ fs " 7 v° w 8~L ` ~
'p, / / 1060 INDUSTRIAL PARK ~ ~ /
~ ~ DRIVE / 6895-OS-1336 ~ yr s ~ry ~ ~ rv "r5 ~p~M µeYmr rv
~ ~
1 ~
LOOKING UPSTREAM ~ y~~~~: „f~G
N TE: N PLANTI N F R Tf FOR THIS SITE
E IMENT ER I N NTR L 20' 0 20' 40'
SCALE: 1"=20' (Horiz.)
SEAL SEAL DATE: APRIL 2011 SCALE M&C FILE NUMBER
MCE PROJ. # 5466-0003 CN701
PHASE 2 - KERNERSVILLE DRAWN JEM HORIZONTAL: DRAIMNGNUMBER
~ ~ ~ 1~firae~t,r°~_Cs~la~e,rt ~ Fir
i/ i A. iii V A. ?/i W ~Ii/ w s w,., o r- r.raw .4r... e
8020 Tower Point Drive RESTORATION DESIGNED TCS N = zu 1- 1 VERTICAL: C14 CHECKED Uxi dies SITE #15 - CAROTEC DRIVE PROJ. MGR. JMO 15 OF 22
Charlotte, North Carolina 28227 Ck/cOunty
Phone: [phone], Fax: [phone]
AA0002667 EB0006691 Water - Sewer o Solid V ® Solid Waste Disposal PLAN
REV.NO. DESCRIP110NS DATE License No. C-0342
www.mckimcreed.com REMSIONS 1100% TATUS: REnsiord PRELIMINARY DESIGN

948 944
944 940
EX. SSMH 17886
EXISTING GROUND
R1M=940.60 (FROMA -BUILT)
940 936
EX. 48"RC
936 932
- - _ ~ INV. IN= 4. 930.0' 93 60 EX. SSMH 788
(FROMAS-BUILT) APP OXIMATEEXISTINGGRADE
_ \
- - 28.3'
RIM=9 .41
XISTING GROUND (FROM S-BUIL T) 1 EXISTING2'THICKRIPRAP
~ 926.7' 932 928 r
}
~ SP2
C 927.3' o ~ 924.51'
925.0'
o SP3 }
923 3'
INV.OUT=927.95 0 0
(FROMAS-BUILT) 926.17'
928 SP4 924
0
921.7'
D
~ SP
. SS TO BE
Os R PLACED
F4 922.85' 9q
0~
„ '0
924 ~ 920 RE LACE EXISTING
8" IA. VCP FROM MH TO MH 921.19'
NOTE: BED EXISTING SS PIPES
WITH #57 STONE
STEP POOLS
(SEE DETAIL SHEET C19)
- DATUM ELEV
- 916.00
INV. fN=919.50 ~ o o ~
FROMAS-BUILT ~ C0 m ( ~ ~ N N N ~ W ~ ~
DATUM ELEV 920.00 0+00 0+80
N N r~ N ~ ~ f~ N ~
~ r~ N r~ r~ ~ m m ~ ~
20' 0 20' 40'
R E TI N A-A _ PR FILE
SCALE: 1"=20' (Horiz.)
L KIN D WN TREAM SCALE: 1"=2' (Vert.)
SEAL SEAL DATE: APRIL 2011 SCALE M&C FILE NUMBER
MCE PROJ. # 5466-0003 CN701
PHASE 2 - KERNERSVILLE DRAWN JEM HORIZONTAL: DRAIMNGNUMBER
~ ~ ~ 1~firae~t,r°~_Cs~la~e,rt ~ Fir
i/ i A. iii V A. ?/i W ~Ii/ w s w,., o r- r.raw .4r... e
8020 Tower Point Drive RESTORATION DESIGNED TCS N = zu 1- 1 VERTICAL: C 14A CHECKED Uxi dies SITE #15 - CAROTEC DRIVE PROJ. MGR. JMO 1 IN = 2 FT 16 OF 22
Charlotte, North Carolina 28227 Ck/cOunty
Phone: [phone], Fax: [phone]
AA0002667 EB0006691 Water - Sewer o Solid V ® Solid Waste Disposal PLAN
REV.NO. DESCRIP110NS DATE License No. C-0342
www.mckimcreed.com REMSIONS 1100% TATUS: REnsiord PRELIMINARY DESIGN

o
® ® ~ ~ ~ ~ r:. r: ~ ~ ~ 932
~ CENTURY PARK BOSWELL, DA SID T. & IRIS L. r, ~ 1205 CENTURY PARK AVENUE 'm " N C~ RECREATIONAL CORP. ~ ~ ; ~ " ; v
C ~ CENTURY AVENUE 6875-88-7107 ~ s~~ ~ s3o.o' ws . ~ 1 ~ ~ E {1i~ ~ it
~ G ~ 5~0 ~ 6875-87-9820 ~ ~ ' ~ ~ ~ "v,
~ ~ s ~ J ~ / ~ ~ p tw ~ ~ ~ Y .~~v i
9 / ~ ? _ _ 'f~ ® ~ , ~
r, ~ ~~G SP1
5 w, ~
~°s~
~ ~ , m ~ ~~a ~ ~ ~r ~ ~ ~ ~ w d + ~ Y a, 927.0'
° SP2 ~y ~ ~.rv~,.~ y ~~y~~ 928
Y rG ~ y ~rv~
SITE n ~F , . x ~~°Y -r~;~- CENTURYPARKAVENUE r ^ ` > it ~ T , ~ EXISTING GROUND
0 ~ ~ ~w r~ ~ a A ~ , x. F,w ~~w ~;:r. 928.0' x s~,r~,~A ~ SP3 925.3'
> ~ y~y,
ro s~ V
° rte. ~
® ~ - o ® a ~ < ~ ~ ~ ~ ~ 926.5'
\ \ ,F,,s~~, C \ / ~ T.~.~ "~6
` , ~ wr~~ a SP4 923.5
CENTURY PARK AVENUE ~ ~ ~ 'a ~ " . / 0 ~ , ~ ~~~3,;,~ TIE TO EXISTING GRADE
/ / ~ ~ ° - . ~ ~.y~„ 924 924.8 OF STREAM INVERT
~ ~ ~ W
G~,.~~ ~ ` , ~ ~ SP5
~ ~ ~
y 1' ° ° ° . ~ 922.0'
/ ® ~ / ~ . , ry " ~ . . ~ 923.0' \ 920.5' r
/ m w"nw ° ~ ~ }.J m / ~ ~ L KIN P, N G UPSTREAM ~m ~ SP6
~ ~ rvr, ~ / / BLANKENSHIP, MACK 8. ~q VARIES 2'-2.2 ~ 1
® / / 111 & L YNN ` ~ f ~-M ~-M~; L m 921.5'
1204 CENTURY PARK ~ - ~ /
. ~ ' ~ AVENUE ALE.1 -2 ~ / SC 00 ~ ~ 6875-88-6498 ~ 0.5' SP7 ~ 920
i / u, / rn ~ _ m / / 919.0'
/ ~ / r,, / ~ / 0 ~
~ rx /
~ / / / WILLARD, ANGELA 1. ~ / / / 920.0'
/ / ~ ~ ~ 1200 CENTURY PARK ~ /
~ / / \ , ~ AVENUE / ~ ~ ~ LARGE STONE UPSTREAM AND DOWNSTREAM OF PIPE 918.5' / I
FROST DUSTIN 6875-88-8329 i / ~ ~ / / / PROPOSED 8"DIA. DIP
ANDREW & E S / / /s / / TO REPLACE EX. 8" PVC
/ m / KITCHENS-FROST 0 / / DATU
CHRISTINE ~ g~ / S ~ \ ~ ~ ~ CAR TER, MI Cl- TARTER, MICHAEL RAY ~ 910. DO
KA THARINE ( / ~ / E ~ / EX. SSMH 17 8 ROXI MA TE L 0 N /E - - 121 D CEN TUF 1164 CENTURY , ) / 121 D CENTURY PARK o o cv r` o ~
A l/ENL PARK AVENUE ~ / / / 1N~ERT OUT 19.70 s5 / / - ~ 6875-88- AVENUE
~ - - - 6875-98-0318 ~ / g~ / 6875-88-5483 ~ ~ ~ N ~ ~ ~ rn rn rn rn rn rn
i / / / /
/ / ~ . i / ~ - / /
~ / ~ SS ER I N NTR L MAT - - - _ / OSO CO 0 ~ - LOD SILkFENCE ,STEP POOLS S _ _ / / ~j ~ 0+00 0+80 1+60
~ - S / (SEE DETAIL SHEET C19) / ~ ~ /
F ~ - SEE DETAIL SHEET C19 ~ / -r 1 ( ) _ ~ ~/i PROFILER-A'
s ti / , 'Sp / ~ ~ / ~ ~ Cp CE LOD LO L ~ ~ ~ / /
OD - LOD LODE- LOD ~ ~ / / ~ SF SF SF ~ ~ ~ \ - _ ~ ~ ~
ss / , ~ / ~ ~ ~ _ _ - -
i ~'rRE - - / ~ F / ~ NOTE. BYPASS PUMPING AR( AM - MPING AROUND PROPOSED Ex. MH 17618
FL~ t~ / / F _ / i ,~r EPA / ~ s - / SEWER REPLACEMENT SHAL SENT SHALL BE ADEQUATE EX. S MH 17609
~ ~ ~ /
/ ~ , _ ~ ENOUGH TO PUMP A PEAK Fl E _ ~A / o 'APEAKFLOWOF410
p - g~ GALLONS PER MINUTE. CON; UTE. CONSULT WITH
~ ~ .76 / ~ ~ 0 ~ 1 65 ~ -~Qn F ~ WINSTON-SALEM FOR FLOW FOR FLOW VERIFICATION.
1~ ~ $ ~ / _ v u' 15 s ~ ~ ~ ~ - ~ _ _
~ ~ ~ 2~ m ~ ~ ~ ~ ~ g2
s SF E SF F S ~ ~ XISTING GRO ND
0 o LoD oD Loo L LOD Lbq _ ~ ZONE 3 ALONG STREAM BANK EACH IDE
~ tP n
s E REMOVE AND REPLACE EXISTING 8 DIA. < ~ s ~ m F E o
\ PVC W/ 100 LF OF 8 DIP 0.5/o MH 17609 \ @
~ sS E MESSER, TERRIE LYNN - TO M H 17618 1'_ , ~ \ e _
- 337 LAKESIDE DRII/E n e ss _ - - -926- - - - ~ - - _ _
6875-98-0522 \ ~ ~ \ s EX SSMH 17609 (APPROXIMATE LOCATION)
X F EX. SANITARY SE 9 \ ~ INl/ERT IN = 919.20 SANITARY SEWER ~ ~ I ~ I
~ CALDWELL CHARLES P. ~ ~ ~ ~ o ~ ~ - - - -
i & RUTH E E E E ~ \ I I
336 LAKESIDE DRI ~E 6875-88-8512 ~ ~
~ g' - s ~-sr,sr, s F \ \ \ F I
F \
E E -ZONE 3 PLANTING SCHEDULE: SITE #16 LAKESIDE DR I I
~ , ~ \ -932- - - _ _ _ _ _ _ ercen an e y ~cen an e y ~ PR POSED 8"DIA DIP
- Common Name Scientific Name Wetland Indicafor Sfatus Container Size Approx. No.
- - _ Trees -Spaced 20 feet on center (one inch caliper):
\ - - - - ~ ~ ~ Red Maple Acerrubrum FAC 10% 10% 1 in caliper 1 INV. 0 T=919.7 INV. IN 919.2
Lobloll ine Pinustaeda FAC 25% \ Y P 25% 1 in caliper 1 (FRO AS-BUILT) (FROM S-BULT)
r ~ _ - - ~ - - - - - ~ ~ Tulip poplar Liriodendron tulipifera FAC 10% 10% 1 in caliper 1 PROPOSED "DIA. DIP TO
SALCH MARK G. & Ironwood Carpinus caroliniana FAC 10% 10% 1 in caliper 1 EXISTING 8 DIA. PVC ROM MH TO ~H
' - Southern red oak Quercus falcata FAC U- 10% ~ PAMELA H. ° 10% 1 in caliper 1
~ 322 LAKESIDE DRII/E Black cherry Prunus serotina FAC U 15 15% 1 in caliper 1 LARGE STONE STREAM UNSTREAM
~ ~ ~ - 6875-88-7548 ~ Eastern redbud Cercis canadensis FAC U 10% 10% 1 in caliper 1 AND DOWNSTREAM SIDE OF PIPE
~ ~ - ~ Flowering dogwood Cornus florida FAC U 10% 10% 1 in caliper 1 DATUM ELL'V
Tree Total 8 916.00
~ \ ~ \ Shrubs -Spaced 10 feet on center:
JONES LUTHER L. & ~ Wax myrtle Myricacerifera FAC+ 10% 10% 1 gallon 2
DEBRA V. \ Southern arrowwood Viburnum dentatum FAC 25% 25% 1 gallon 6
i ~ \ \ 333 LAKESIDE DRNE / American beauiyberry Callicarpa americans FAC U- 25% 25% 1 gallon 6
6875-88-9693 \ ~ ~ / ~ \ Wild hydrangea Hydrangea arborescens FAC U 25% 25% 1 gallon 6 0+00 0+40 0+80
~ _ . \ ° - - ~ . ~ ~ ~ Red Elderberry Sam6ucusracemosa FACU 15/° 15% 1 gallon 3
J' ~ - / S"rubT°ta' ~3 PROFILE B-B'
N TR TIN 20 0 0 20' 40'
EDIMENT ER I N NTR L
SCALE: 1 SCALE: 1"=20' (Horiz.}
SEAL SEAL DATE: APRIL 2011 SCALE M&C FILE NUMBER
MCE PROJ. # 5466-0003 CN701
PHASE 2 - KERNERSVILLE DRAWN JEM HORIZONTAL: DRAIMNGNUMBER
~ ~ ~ 1~firae~t,r°~_Cs~la~e,rt ~ Fir
i/ i A. iii V A. ?/i W ~Ii/ w s w,., o r- r.raw .4r... e
8020 Tower Point Drive RESTORATION DESIGNED TCS N = zu 1- 1 VERTICAL: C15 CHECKED Uxi dies SITE #16 - LAKESIDE DRIVE PROJ. MGR. JMO 16 OF 22
Charlotte, North Carolina 28227 Ck/cOunty
Phone: [phone], Fax: [phone]
AA0002667 EB0006691 Water - Sewer o Solid V ® Solid Waste Disposal PLAN
REV.NO. DESCRIP110NS DATE License No. C-0342
www.mckimcreed.com REMSIONS 1100% TATUS: REnsiord PRELIMINARY DESIGN

TRENCH BACKFILL
DEPTH OF COVER (CLASS II OR III MATERIALS)
(PIPE BARREL O.D. TO CUT & REMOVE ANY
GROUND AT TRENCH CENTERLINE) COVERING AROUND
r ~ ! ROOTS rrr \ \
TOPSOIL 12 ( ) r r r \ \ r r r / ZONES 1 & 2: PERMANENT SEEDING SCHEDULE
- / / ~ r r r / / GROUND SURFACE r r r - Percent Common name Scientific name Wetland Indicator Status
- - r r r r \ \ INSTALL PLANTS WHERE r r r r / /
- / / rrr = - _ _ CROWN IS FLUSH WITH r - - - ~ \ SOIL SURFA E 46% Retltop Panic Grass, CP NC Ecotype Panicum rigidulum (P. stipitatum), CP NC FAC W
- - - - C AMENDED TOPSOIL / / - - - - - / / / / - - - - / )IL 21% Beaked Panic Grass, ElShore MD Ecotype Panicum anceps, E/Shore MD Ecotype FAC-
/ - - - - / TYP. 0.5 FT DEPTH - - - - - - - - - 'TH g% Showy Tickseetl Sunflower (Bur Marigold), CP Bidens aristosa, CP NC Ecotype FAC W
- - - - / - / / - - - - / - - - - 6% Luritl (Shallow) Setlge, SE VAINE NC Ecotype Carex lurida, SE VANE NC Ecotype blend OBL
- - - - - - \ 5% Swamp (Narrow Leaved) Sunflower, CP NC Helianthus angustrfolius, CP NC Ecofype FAC+
/ _ - - / 5% Soft Rush, CP NC Ecotype Juncus effuses, CP NC Ecotype FAC W+
\ . / I I-I I1=1 I1=III III=1I1=1 I1= /
/ _ _ _ _ _ ~ 4 MIN, + + + + + + + + + + + + + / ~ I_I ~ I_I ~ I_I I~ ~ I_I ~ I_I I I/ 3% Hop Sedge, CP NC Ecotype Carex lupulina, CP NC Ecotype OBL
~ ~ - INITIAL BACKFILL 11=1 III=III - - - - - 3% Woolgrass, CP NC Ecotype Scirpus cyperinus, CP NC Ecotype OBL
(SEETABLES -I 111=/ 1 % Fowl Mannagrass, 'Suther', P NC Ecotype Glyceria striata, 'Suther', P NC Ecotype OBL
\ II -III - - FOR MAT LS) = PIPE ID = ~ - - - - - - - _ 1% Crimsoneyetl Rosemallow, VA Ecotype Hibiscus moscheutos, VA Ecotype OBL
PIPE SPRINGLINE 1 Leathery Rush, CP NC Ecotype Juncus coriaceus, CP NC Ecotype FAC W
: TWICE ROOT DIAMETER EXISTING SOIL (MID-DIAMETER) `
- PIPE O.D. 8 OR 4"MIN. 1 % Maryland Meadow Beauty, CP NC Ecotype Rhezia mariana, CP NC Ecotype FAC W+
HAUNCHING _ / (SEE TABLES „ 1 % Llzartl's Tail, NC Ecotype Saururus cemuus, NC Ecotype OBL
FOR MAT'LS - - - - - - 6 Nate: Seed at 15 Ibs per acre or 1/31b to 1/21b per 1000 sq. h.
- - TYPI AL PLANTIN DETAIL
BEDDING CLASS I MAT'L NOT TO SCALE
( )
LIMIT TRENCH WIDTH TO OD +3'
ZONES 3 & 4: PERMANENT SEEDING SCHEDULE
Percent Common name Scientific name Wetland Indicator Status
I T RBE AREA EE IN HE LE 20% Red-top panlcgrass Panicum rigidulum FAC W
48 DIA. DIP TRENCH DETAIL P0% Broomsedge Andropogon virginicus FAC-
EARLY MMER EA N LATE FALL E =ALLSEASON 10% Lance-leavetlcoreopsis Coreopsislanceolata UPL
10% Black-eyed Susan Rudbeckia hirta FAC U
INSTA~~ATION REQUIREMENTS - DUCTILE IRON DIP PIPE GRAVITY SEWERS 40 Ibs/acre of German millet 120 Ibs acre R e rain 5% Partridge pea Chamaecrista fasiculafa FAC U
/ Y (9 ) NOMINAL PIPE DEPTH PRESSURE BACKFILL MATERIALS SEEDING Brown Top Millet may be substitute for (grain) 5% Beaked panicgrass Panicum anceps FAC-
DIAMETER OF COVER (FT) CLASSIFICATION BEDDING HAUNCHING INITIAL BACKFILL MIXTURE German Millet.
80 Ibs/acre tall fesue 80 Ibs/acre of tall fesue feSUe 3°~ River oats Chasmanthium latifolium FAC-
48" 0-23 250 CLASS I I, II OR III CLASS I, II OR III gq° Deer tongue Dichanthelium clandestinum FAC W
23-27 250 CLASS I I, II OR III CLASS I, II OR III May 1 -August 15 October 25 -December 30 )ecember 30 3% Virginiawiltlrye Elymusvirginicus FAC
Refertilize if growth is not fully adequate. Apply 4000 Ibs/acre straw c NOTES FOR BACKFILL MATERIALS SEEDING hydroseeding. 'acre straw or equivalent 3% Commonsneezeweetl Heleniumautumnale FACW 3% Swamp sunflower Helianthus angustifolius FAC+
1. CLASS I MATERIALS SHALL BE NCDOT No. 5 OR 57 STONE. DATES Apply 4000 Ibs/acre straw or equivalent 3% Wild quinine Parthenium integrifolium NIA
2. CLASS II MATERIALS INCLUDE COURSE SANDS AND GRAVELS (MAX. 1-1 /2" IN SIZE) hydroseeding.
3. CLASS III MATERIALS INCLUDE FINE SANDS, CLAYEY GRAVELS AND SAND/CLAY 3% Appalachian beardtongue Penstemon laevigatus FAC
OR CLAY/GRAVEL MIXTURES AND INCLUDE MATERIALS EXCAVATED FROM PIPE 3%° Purple top Tridens flavus FAC U
TRENCHES. 2% Spotted beebalm Monarda puncfata FAC
4. TRENCH BACKFILL INCLUDES MATERIALS EXCAVATED FROM PIPE TRENCHES EXCEPT SEEDING Apply lime and fertilizer per soil tests, or Apply lime and fertilizer per fertilizer per soil tests, or 2000 2% Ironweed Vemonia noveboracencis FAC+
ROCK LARGER THAN TWELVE (12) INCHES SHALL BE REMOVED FROM BACKFILL. AMENDMENTS 2000 Ibs/acre limestone and 750 Ibs/acre limestone and 750 ne and 750 Ibs/acre 10-10-10 1% Upland bentgrass Agrosfisperennans FAC U
5. IN ALL LANDSCAPED OR MAINTAINED AREAS TOP TWELVE (12) INCHES OF BACKFILL Ibs/acre 10-10-10 fertilizer. fertilizer.
SHALL CONSIST OF TOPSOIL STRIPPED FROM TRENCH PRIOR TO EXCAVATION. 1% Tickseetl sunflower Bidens aristosa FAC W
Seed at 151bs per acre or 1/3 Ib to 1/2 Ib per 1000 sq. ft.
DEPTH OF COVER TRENCH BACKFILL
(PIPE BARREL O.D. TO (CLASS II OR III MATERIALS)
GROUND AT TRENCH CENTERLINE) NOTES FOR BACKFILL MATERIALS TERIALS
r ! 1. CLASS I MATERIALS SHALL BE NCD r r r \ \ TOPSOIL 12 ( ) rrr ~ ~ STONE. BALL BE NCDOT No. 5 OR 57
r r r / / - / / ~ r r r - / / 2. CLASS II MATERIALS INCLUDE COUF JCLUDE COURSE SANDS AND
GROUND SURFACE r r r - - ~ ~ „ r r r r \ \ GRAVELS MAX. 1-1 2 N SIZE IN SIZE)
- / / rrr 3. CLASS III MATERIALS INCLUDE FINE r - - - - ~ \ NCLUDE FINE SANDS, CLAYEY
_ - GRAVELS AND SAND CLAY / / - / / Y
/ / / - - - - / / - - - - / ~ OR CLAY GRAVEL MIXTURES AND INCL - - - - - ~ / - - - - ES AND INCLUDE MATERIALS
- - - - ~ EXCAVATED FROM PIPE TRENCHES. / - / - - - - RENCHES. ZONE 1:
~ - - - ~ 3. TRENCH BACKFILL INCLUDES MATEF - - - - - - - ~ _UDES MATERIALS EXCAVATED FROM ZONE 3: EDGE OF WATER ZONE 3:
_ - - / PIPE TRENCHES EXCEPT PROPOSED 12 / - - - / BACK OF BANKFULL TO TOP OF BACK OF BANKFULL
/ ROCK LARGER THAN TWELVE 12 INCI FORCEMAIN ~ - - - ( ) \ ~ - _ _ _ _ - - - - - - 4. TOP TWELVE 12 INCHES OF BACK LVE (12) INCHES. BENCH TO TIE IN BANKFULL BENCH, BENCH TO TIE IN iES OF BACKFILL SHALL CONSIST WITH EXISTING IF PRESENT WITH EXISTING
I-III=1 I1=1I I I I 1=1I1=1 I1= / 4 MIN, ( ) 11=III=III=1111=III=III OF TOPSOIL STRIPPED FROM OM GRADE GRADE
- - \ ~ =-I - _ _ - TRENCH PRIOR TO EXCAVATION IN ALI INITIAL BACKFILL / 11=1 III=III 'ATION IN ALL LANDSCAPED OR
/ - - (SEE TABLES -I III= / MAINTAINED AREAS. ZONE 4: ZONE 2: ZONE 4:
II -III 5. COMPACTION FOR PIPELINE AND Sl FOR MAT LS) = PIPE ID = =LINE AND STRUCTURE EXCAVATIONS FROM TIE IN TOP OF BENCH FROM TIE IN
SHALL BE ATTAINED BY THE THE WITH EXISTING TO BACK OF WITH EXISTING
PIPE SPRINGLINE , ` USE OF MECHANICAL TAMPS. EACH LI BPS. EACH LAYER OF BACKFILL GRADE TO LIMITS BENCH GRADE TO LIMITS AND OF DISTURBANCE OF DISTURBANCE
MID-DIAMETER SHALL BE PLACED LOOSE AND ( ) ~ . I IN PLACE, ALL MATERIAL SHALL
- ~ - 1.5" MIN. THOROUGHLY COMPACTED IN PLACE, i HAUNCHING - _ - - - - - HAVE AN IN PLACE DENSITY CITY
(SEE TABLES - - _ - _ - _ - _ - OF AT LEAST 95% OF MAXIMUM DENS ~XIMUM DENSITY. ALL MATERIAL
FOR MAT'LS - - - - - - 4 - ~ - ~ - ~ - ~ - ~ WITHIN SIX (6) INCHES OF THE F THE TOP OF
BEDDING SUBGRADE LEVEL OF A ROADWAY SHl OADWAY SHALL HAVE AN IN PLACE BANK
(CLASS I MAT'L) DENSITY OF 100% OF
LIMIT TRENCH WIDTH TO OD +3' MAXIMUM DRY DENSITY. ALL MATERIAL SHOULDERS SHALL HAVE AN IN aLL MATERIAL ALONG ROADWAY "BENCH SIDE" TOP OF "OUTSIDE MEANDER" AN IN
PLACE DENSITY OF 95% OF MAXIMUM OF MAXIMUM DRY DENSITY. BANK
NOTE: NO ZONE 2 ON "OUTSIDE MEANDER"
8" DIA. DIP TRENCH DETAIL
STREAM PLANTING ZONE SCHEMATIC
NOT TO SCALE
INSTA~~ATION REQUIREMENTS - DUCTILE IRON DIP PIPE SEWER VER)
NOMINAL PIPE TRENCH TYPE DEPTH PRESSURE FOUNDATION BACKFILL MATERIALS
DIAMETER DIAMETER OF COVER (FT) CLASSIFICATION BEDDING HAUNCHING INITIAL E INITIAL BACKFILL
8" CLASS "D" 0-11 350 NOT APPL I, II OR III I, II OR III CLASS I, CLASS I, II OR III
8" CLASS "C" 11-15 350 4" MIN. CLASS I I, II OR III CLASS I, CLASS I, II OR III
8" CLASS "B" 15-19 350 4" MIN. CLASS I CLASS I CLASS I, CLASS I, II OR III
8" STONE ENC. 19-22 350 4" MIN. CLASS I CLASS I CLASS I, CLASS I, II OR III
SEAL SEAL DATE: APRIL 2011 SCALE M&C FILE NUMBER
MCE PROJ. # 5466-0003 CN501
PHASE 2 - KERNERSVILLE DRAWN JEM HORIZONTAL: DRAIMNGNUMBER
~ ~ ~ 1~firae~t,r°~_Cs~la~e,rt ~ Fir ~,m + F~r°~rsth C_t~r e~trs
i/ i A. iii V A. ?/i W ~Ii/ w s w,., o r- r.raw .4r... e
8020 Tower Point Drive : RESTORATION DESIGNED KAB NA C1 6
Charlotte, North Carolina 28227 Ck/cOunty PROJ. MGR. JMO NA 19 OF 22
Phone: [phone], Fax: [phone] ilfties CHECKED TCS VERTICAL:
AA0002667 EB0006691 Water - Sewer o Solid V Sold Waste Disposal SEWER & STREAM PLANTING DETAILS 1100% TATUS: REVISION
REV.NO. DESCRIP110NS DATE License No. C-0342
www.mckimcreed.com REMSIONS PRELIMINARY DESIGN

ORANGE, UV RESISTANT, HIGH TENSILE STRENGTH POLY BARRICADE FABRIC
PUBLIC STREET POSTS MAY BE EITHER 4 IN DIA. PINE, 2 IN
WATERPROOF SIGN DIA. OAK, OR 1.33 Ib./LF STEEL
EXISTING GROUND ~ STEEL POST 8 FT MAX. 40 IN 8 FT O.C. MAX.
Z STEEL POST ~ SOIL STABILIZATION FABRIC :L POST 3 N
z UNDER RAIL ROAD BALLAST 4 IN 3 IN SEE NOTES
m ~ FILTER FABRIC 4 IN FABRIC 3 N z
w WOVEN FILTER FABRIC z ~ ~ FLOW _ ~ m z ~ ~ FLOW 4 N ~
- °n z ~ ~ y~OQ O N ~y y~OQ~ ~ ~
~
~ ~ II III=III II I II 11=III II II 11=III=11 II III=III=III II 11=III=11
z w N ~ ~ ~ I - I III- ~ ~ -III- I ~ ~ ~ - ~ ~ ~ I - I ~ ~ 1- ~ ~ ~ ~ I I I ~I I I=111 I I I~ I ~I I X11=111 I I~ I I~ I1=1 ~ 1=1 I ~I I ~I I1=111=1I I~ I I I1=1 ~ 1=1I
~ I~~ I I I I I I III I I I I I I ITTiI~I II ~I V IT~T I I I I V ITTi I 1 1 1 1 1T~T 1 1 LL ~ ~ _ "'-iii~ll-I~III' "'Illiil~ -Illl~r' - 'III"` MNCB0RNSXI4 IN TRENCH OR SKIRT
~ J - ~ ~ I - BACKFILL TRENCH I IN X 4 IN TRENCH 9LL TRENCH Z
~ AND COMPACT a COMPACT
s GENERAL NOTES:
N
1. FILTER FABRIC FENCE SHALL BE A MINIMUM OF 32 INCHES IN WIDTH AND SHALL HAVE A MINIMUM OF 6 LINE ~ JM OF 6 LINE WIRES WITH 12
INCH STAY SPACING.
NOTES: 2. WOVEN FILTER FABRIC TO BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF MORE THAN 30 DAY: :THAN 30 DAYS. NOTES:
3. STEEL POSTS SHALL BE 5 FT IN HEIGHT AND BE OF THE SELF-FASTENER ANGLE STEEL TYPE. 1. WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL
1. A STABILIZED ENTRANCE PAD OF RAIL ROAD BALLAST SHALL BE LOCATED WHERE TRAFFIC WILL ENTER OR EXIT THE CONSTRUCTION SITE ONTO A 4. TURN SILT FENCE UP SLOPE AT ENDS. PUBLIC STREET. 5. ORANGE SAFETY FENCE IS REQUIRED TO BE INSTALLED ON DOWNSLOPE SIDE OF ALL SILT FENCING. (REFEF NCING. (REFER TO SWIM 2. LETTERS TO BE 3 IN HT. MIN., CLEARLY LEGIBLE AND SPACED AS DETAILED. SEE LETTERING DETAIL FOR
2. FILTER FABRIC (8 OZ. NON-WOVEN GEOTEXTILE) OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR THE CONSTRUCTION BUFFER GUIDELINES). PROPER SIGNAGE.
ENTRANCE. 6. THE COLOR ORANGE IS RESERVED FOR VISUAL IDENTIFICATION OF ENVIRONMENTALLY SENSITIVE AREAS. TIVE AREAS. 3. SIGNS TO BE BE PLACED 200 FT O.C. MAX.
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC STREETS OR 7. DRAINAGE AREA CAN NOT BE GREATER THAN 114 ACRE PER 100FT OF FENCE. 4. SIGNS TO BE PLACED AT EACH END AND 200 FT O.C. THEREAFTER.
EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF 8. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROLINA EROSION AND SEDIMI )NAND SEDIMENT CONTROL 5. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
ANY MEASURES USED TO TRAP SEDIMENT. PLANNING AND DESIGN MANUAL. 6. MAINTAIN FENCE THROUGHOUT DURATION OF PROJECT.
4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY. 9. DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR OTHER AREAS OF CONCEP AS OF CONCENTRATED FLOW. 7. FOR ORANGE SAFETY FENCE SIGN AS FOLLOWS: STABILIZATION CONSTRUCTION AREA - DO NOT ENTER
5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN SEE CHARLOTTE- MECKLENBURG MAINTENANCE NOTES:
LAND DEVELOPMENT STANDARD, STD. N0.30.11B.
6. FOLLOWING CONSTRUCTION COMPLETION THE CONTRACTOR SHALL REMOVE ALL STONE, THE AREA SHALL BE REGRADED, AND SEEDED ACCORDING 1. FILTER BARRIERS SHALL BE INSPECTED BY THE CONTRACTOR OR HIS AGENT IMMEDIATELY AFTER EACH RAIN 'ER EACH RAINFALL AND AT SEE APPROVED TREE
TO PLANTING SPECIFICATIONS. LEAST DAILY DURING PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY. ELY. PRESERVATION PLAN FOR
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE L BARRIER STILL IS NECESSARY, THE FABRIC SHALL BE REPLACED PROMPTLY. ;TED USABLE LIFE AND THE REQUIRED RADIUS OF TREE BARRIER
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH APPROX. HALF THE HEIGHT OF THE BAR iT OF THE BARRIER. ANY
N TR TI N E NTRAN E D ETAI L SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONF~ iSED TO CONFORM TO THE
EXISTING GRADE, PREPARED AND SEEDED.
NOT TO SCALE
ILT FEN E ETAIL
2
PLAN VIEW NOT TO SCALE
APPROVED STREAM
DEWATERING DISCHARGE DIVERSION
DEVICE HOSES PUMPS
~ ONE FOOT FOR EACH INCH OF TRUNK DIAMETER OR 112 HEIGHT
P INTAKE HOSE OF TREE WHICHEVER IS z
P DEWATERING IMPERVIOUS SHEETING PLAN VIEW OF ROOT ZONE GREATER. 6 FT MIN WIDTH FOR d 2 IN CAL. TREES OR SMALLER ~
A A ~ 6 IN BARK MULCH, PLACE BARK
i ' WORK AREA BASE FLOW + 1 FOOT MULCH AT AREAS NOT
~ (2 FOOT MINIMUM) ( .1 PROTECTED BY BARRIER. DEAD TREES AND SCRUB OR UNDER LL
FLOW ~ FLOW GROWTH SHALL BE CUT FLUSH WITH M
INTAKE HOSE ~ CROSS SECTION OF SANDBAG DIVERSION HIGH STRENGTH ADJACENT GRADE. NO GRUBBING ALLOWED UNDER DRIP LINE.
SEDIMENT CLEAN WATER SUMP-HOLE OR BAG PLACED ON
DIKE DIKE ~ DOUBLE STITCHED POOL (12 T018 SOURCE: MARYLANDS GUIDELINES TO WATERWAY AGGREGATE OR STRAW "J" TYPE SEAMS LL ~ ~
PUMPS SHOULD DEEP 2' DIA.) CONSTRUCTION -DETAIL 1.2 2 IN x 4 IN STANDARDS + 1 IN x 4 IN RAILS OR = I~ 11- ~ ~ -III-I
DISCHARGE ONTO WORK AREA LENGTH ORANGE SAFETY FENCING MAY BE USED. L I I I I I I I( I i I~ I III-
ASTABLE NOT TO EXCEED THAT WHICH CAN BE SEWN IN SPOUT TREE LIMB REMOVAL
VELOCITY COMPLETED IN ONE DAY NOTES:
DISSIPATOR MADE HIGH STRENGTH STRAPPING 'PING
OF RIP RAP OR o Section A-A FOR HOLDING HOSE IN PLACE SANDBAGS ~ 'LACE 1. REMOVE ALL BARRIERS UPON COMPLETION OF PROJECT. FOR RUNING SEE
WATER FLOW FROM PUMP PUMP INTE NATIONAL SOCIETY 2. LANDSCAPING PLANS SHALL SHOW THE LOCATIONS OF ALL TREE PROTECTION FENCES.
OF ARBORICULTURE 3. REFER TO CITY OF CHARLOTTE LANDSCAPE CONSTRUCTION STANDARDS SECTION 01000 SPECS. FOR GENERAL SPECIFICATION REGARDING TREE PROTECTION.
PUMP-AROUND PRACTICE: iE
15'-0" PUMP DISCHARGE HOSE TEMPORARY MEASURE FOR DEWATERING POND CONSTRUCTION SITES.
ES 3 TREE PROTECTION & ORANGE SAFETY FENCE DETAIL
DESCRIPTION: OPENING ACCOMODATES TOP VIEW UP T04" DISCHARGE HOSE IOSE NOT TO SCALE
THE WORK SHOULD CONSIST OF INSTALLING A TEMPORARY PUMP AROUND AND SUPPORTING MEASURES TO DIVERT FLOW AROUND POND DREDGE CONSTRUCTION SITES.
IMPLEMENTATION SEQUENCE:
SEDIMENT CONTROL MEASURES, PUMP-AROUND PRACTICES, AND ASSOCIATED DREDGE CONSTRUCTION SHOULD BE COMPLETED IN THE FOLLOWING SEQUENCE (REFER TO
DETAIL).
MIN 10 FT CRANE MATS
1. CONSTRUCTION ACTIVITIES INCLUDING THE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES SHOULD NOT BEGIN UNTIL ALL NECESSARY EASEMENTS
AND/OR RIGHTS-OF-WAYS HAVE BEEN ACQUIRED. ALL EXISTING UTILITIES SHOULD BE MARKED IN THE FIELD PRIOR TO CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE AGGREGATE OR
FOR ANY DAMAGE TO EXISTING UTILITIES THAT MAY RESULT FROM CONSTRUCTION AND SHOULD REPAIR THE DAMAGE AT HISIHER OWN EXPENSE TO THE COUNTY'S OR STRAW UNDERLAYMENT SIDE VI EW UTILITY COMPANY'S SATISFACTION.
2. THE CONTRACTOR SHOULD NOTIFY THE SEDIMENT CONTROL INSPECTOR AT LEAST 5 DAYS BEFORE BEGINNING CONSTRUCTION. ADDITIONALLY, THE CONTRACTOR SHOULD
INFORM THE LOCAL ENVIRONMENTAL PROTECTION AND RESOURCE MANAGEMENT INSPECTION AND ENFORCEMENT DIVISION AND THE PROVIDER OF LOCAL UTILITIES A NOTE:
MINIMUM OF 48 HOURS BEFORE STARTING CONSTRUCTION. SILT CONTROL SYSTEM TO BE USED IN CONJUNCTION WITH PUMP AROUND IF DEEMED ED
3. THE CONTRACTOR SHOULD CONDUCT APRE-CONSTRUCTION MEETING ON SITE WITH THE CONSTRUCTION INSPECTOR, THE COUNTY PROJECT MANAGER, AND THE NECESSARY BY SEDIMENT CONTROL INSPECTOR TO TREAT ANY SEDIMENT-LADEN WATER VATER
ENGINEER TO REVIEW LIMITS OF DISTURBANCE, EROSION AND SEDIMENT CONTROL REQUIREMENTS, AND THE SEQUENCE OF CONSTRUCTION. THE CONTRACTOR SHOULD WITHIN THE DRY WORK AREA. FIBC
STAKE OUT ALL LIMITS OF DISTURBANCE PRIOR TO THE PRE-CONSTRUCTION MEETING SO THEY MAYBE REVIEWED. THE PARTICIPANTS WILL ALSO DESIGNATE THE DEWATERINGIFILTER BAG MATERIALS SPECIFICATIONS: CONTRACTOR'S STAGING AREAS AND FLAG ALL TREES WITHIN THE LIMITS OF DISTURBANCE WHICH WILL BE REMOVED FOR CONSTRUCTION ACCESS. TREES SHOULD NOT THE DEWATERINGIFILTER BAG SHALL BE MADE OF NON-WOVEN GEOTEXTILE WITH A MINIMUM
BE REMOVED WITHIN THE LIMITS OF DISTURBANCE WITHOUT APPROVAL FROM THE LOCAL AUTHORITY. SURFACE AREA OF 225 SQUARE FEET PER SIDE. ALL STRUCTURAL SEAMS SHALL BE SEWN .MINIMUM
4. CONSTRUCTION SHOULD NOT BEGIN UNTIL ALL SEDIMENT AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED AND APPROVED BY THE ENGINEER AND THE WITH A DOUBLE STITCH USING A DOUBLE NEEDLE MACHINE WITH HIGH STRENGTH THREAD. :SEWN HREAD. CHANNEL BOTTOM
CONSTRUCTION INSPECTOR. THE CONTRACTOR SHOULD STAY WITHIN THE LIMITS OF THE DISTURBANCE AS SHOWN ON THE PLANS AND MINIMIZE DISTURBANCE WITHIN THE THE SEAM STRENGTH SHALL WITHSTAND 100LB/IN USING ASTM D~884 TEST METHOD. THE D. THE NOTES:
WORK AREA WHENEVER POSSIBLE. DEWATERINGIFILTER BAG SHALL HAVE A NOZZLE LARGE ENOUGH TO ACCOMMODATE A FOUR 'E A FOUR
5. UPON INSTALLATION OF ALL SEDIMENT CONTROL MEASURES AND APPROVAL BY THE CONSTRUCTION INSPECTOR, THE CONTRACTOR SHOULD BEGIN WORK WITH THE INCH DISCHARGE HOSE. THE NOZZLE SHALL BE SEALED TIGHTLY AROUND THE DISCHARGE ;HARGE 1. CONTRACTOR SHALL CLEAR ALL TREES AND SHRUBBERY FROM AREA WHERE FLEXIBLE INTERMEDIATE BULK CONTAINER (FIBC) ABUTMENTS ARE TO BE
ESTABLISHMENT OF STABILIZED CONSTRUCTION ENTRANCES. THE SEQUENCE OF CONSTRUCTION MUST BE FOLLOWED UNLESS THE CONTRACTOR GETS WRITTEN HOSE WITH A STRAP OR SIMILAR DEVICE TO PREVENT UNTREATED WATER FROM ESCAPING. GAPING. PLACED AND CUT STEMS FLUSH WITH GROUND SURFACE TO PREVENT PUNCTURE OF FIBC FABRIC SHELL.
APPROVAL FOR DEVIATIONS FROM THELOCAL AUTHORITY. THE CONTRACTOR SHOULD ONLY BEGIN WORK IN AN AREA WHICH CAN BE COMPLETED BY THE END OF THE DAY. THE GEOTEXTILE FABRIC SHALL BE A NON-WOVEN FABRIC WITH THE FOLLOWING PROPERTIES: AT THE END OF EACH WORK DAY, THE WORK AREA MUST BE STABILIZED AND THE PUMP AROUND REMOVED. WORK SHOULD NOT BE CONDUCTED IN THE POND DURING RAIN ;OPERTIES: 2. FIBC'S SHALL BE 1 CU YD CAPACITY OR LARGER.
EVENTS. WEIGHT ASTM D-3776 10 OZIYD 3. FIBC TO BE FILLED WITH SAND VOID OF LARGE STONES, DEBRIS, TRASH AND CLAY. CONTRACTOR TO ENSURE THAT FILL MATERIAL CAPABLE OF SUPPORTING
6. SANDBAG DIVERSIONS SHOULD BE SITUATED AT THE ENDS OF THE WORK AREA AS SHOWN ON THE PLANS, AND POND WATER SHOULD BE PUMPED AROUND THE WORK GRAB TENSILE ASTM D-4632 270 LBS CRANE MATS AND EQUIPMENT LOADING WITHOUT EXCESSIVE DEFLECTION OF CRANE MAT SURFACE. FIBC'S TO BE FILLED ONSITE.
AREA. THE PUMP SHOULD DISCHARGE ONTO A STABLE VELOCITY DISSIPATER MADE OF RIPRAP OR SANDBAGS. PUNCTURE ASTM D-4833 150 LBS 4. CONTRACTOR TO ENSURE THAT NO FILL OR EXCAVATION OCCURS WITHIN THE ACTIVE STREAM CHANNEL INCLUDING PLACEMENT OF ABUTMENTS.
7. WATER FROM THE WORK AREA SHOULD BE PUMPED TO A SEDIMENT FILTERING MEASURE SUCH AS A DEWATERING BASIN, SEDIMENT BAG, OR OTHER APPROVED SOURCE. FLOW RATE ASTM D-4491 70 GAUMIN/SQ FT 5. AVOID REMOVAL OF ANY LIVING OR DEAD VEGETATIVE MATTER OUTSIDE THE AREA OF PLACEMENT OF THE ABUTMENTS UNLESS NECESSARY FOR PLACEMENT OF CRANE MATS OR TO AVOID DEBRIS BUILDUP WITHIN STREAM CHANNEL.
THE MEASURE SHOULD BE LOCATED SUCH THAT THE WATER DRAINS DOWNSTREAM OF THE POND. PERMITIVITY ASTM D-4991 111.3 SEC 6. PLACE FIBC'S TO ENSURE STABILITY ALONG SLOPE AND PROVIDE STABLE SURFACE FOR PLACEMENT OF CRANE MATS.
8. AFTER AN AREA IS COMPLETED AND STABILIZED, THE CLEAN WATER DIKE SHOULD BE REMOVED. AFTER THE FIRST SEDIMENT FLUSH, A NEW CLEAN WATER DIKE WOULD BE UV RESISTANCE ASTM D~355 70% ESTABLISHED FROM THE OLD SEDIMENT DIKE. FINALLY, UPON ESTABLISHMENT OF A NEW SEDIMENT DIKE BELOW THE OLD ONE, THE OLD SEDIMENT DIKE SHOULD BE AOS % RETAINED ASTM D-4751 100 7. CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT CRANE MATS AND FIBC ABUTMENTS AS USED ARE CAPABLE OF SUPPORTING EQUIPMENT AND
REMOVED. CONSTRUCTION ACTIVITIES WITHOUT DAMAGE TO STREAM CHANNEL OR BANKS.
9. A PUMP AROUND MUST BE INSTALLED ON ANY TRIBUTARY OR STORM DRAIN OUTFACE WHICH CONTRIBUTES BASEFLOW TO THE WORK AREA. THIS SHOULD BE CONSTRUCTION: 8. CONTRACTOR TO ENSURE THAT CROSSING IS CLEAR OF DEBRIS AT ALL TIMES.
ACCOMPLISHED BY LOCATING A SANDBAG DIVERSION AT THE DOWNSTREAM END OF THE TRIBUTARY OR STORM DRAIN OUTFACE AND PUMPING THE STREAM FLOW AROUND THE DEWATERINGIFILTER BAG SHALL BE INSTALLED OVER A 3 INCH GRAVEL BASE OR A STRAW R A STRAW 9. IN THE EVENT OF ANTICIPATED LARGE RAINFALL EVENTS CONTRACTOR SHALL REMOVE CRANE MATS AND FIBC'S AS NECESSARY PRIOR TO EVENT IN ORDER
THE WORK AREA. THIS WATER SHOULD DISCHARGE ONTO THE SAME VELOCITY DISSIPATER USED FOR THE MAIN STEM PUMP AROUND. BALE BASE TO PROMOTE INFILTRATION AND DEWATERING OF THE FILTER BAG. TO PREVENT EROSION ADJACENT TO STREAM CHANNEL OR DAMAGE TO TEMPORARY STREAM CROSSING. A LARGE STORM EVENT IS DEFINED AS A STORM OF 1
IN OF RAIN OR MORE IN LESS THAN 24 HOURS AS PREDICTED BY THE NATIONAL WEATHER SERVICE. 10. UPON COMPLETION OF CONSTRUCTION ACTIVITIES, CONTRACTOR SHALL REMOVE ALL CRANE MATS; FIBC'S AND REMOVE ANY FILL MATERIAL SPILLED WITHIN
THE STREAM CHANNEL.
I LT A K ETAI L P M P AR N ETAI L
4 6 TEMPORARY STREAM CROSSING DETAIL
NOT TO SCALE NOT TO SCALE NOT TO SCALE
SEAL SEAL DATE: APRIL 2011 SCALE M&C FILE NUMBER
MCE PROJ. # 5466-0003 CN102
PHASE 2 - KERNERSVILLE DRAWN JEM HORIZONTAL: DRAIMNGNUMBER
~ ~ ~ 1f~firae~r,r°~_Cs~la~e,ra ~ Fir ~,m + F~r°~rsth C_t~t e~trs
i/ i A. iii V A. ?/i W ~Ii/ w s w,., o r- r.raw .4r... e
8020 Tower Point Drive : RESTORATION DESIGNED KAB NA C17
Charlotte, North Carolina 28227 Ck/cOunty PROJ. MGR. JMO NA 20 OF 22
Phone: [phone], Fax: [phone] ilfties CHECKED TCS VERTICAL:
AA0002667 EB0006691 Water - Sewer o Solid V Sold Waste Disposal GENERAL DETAILS
REV.NO. DESCRIP110NS DATE
www.mckimcreed.com REMSIONS 1100% TATUS: REnsiord PRELIMINARY DESIGN

SEE PLAN FOR DETAILS
SEEDING, EROSION CONTROL
REPLACEMENT PLANTING, AND SLOPE
Detail Detail Rerl'd Seoz~r A~~~~roa. # o f stone courses
LEADING AND TAILING ENDS PROPOSED TOP OF ° ° SLOPE (SEE PLANS) T~j}~e o f Revetment Stream~Re~aeh~ ?each Number Sheet Fuuctiorr D50 NCDOT De~~th below grade to stream invert Notes
OF WALL TAPERED 15 -30 •Y •Y •Y •Y •Y •Y r~nches Class inches
•Y •Y •Y •Y i y i
v LEVEL OF DOMINANT stackable block stone, average
OR DESIGN DISCHARGE ~ ~ .sr? ~ 1.5'x2.0'x3.0' (bury two courses
E ~
f ~ Im ri Ri R IRR # 11 L i h r r BASE FLOW ELEVATION b Gated p ap ( ) e c este Squa e :er Square 1 C18 bank protection 24 boulder 43 2 below stream grade)
~ ~ ~ Lo Cross Vane LCV -base
STREAM CHANNEL INVERT ~i1~ g ( ) ~ ~
~ stone #7 Southern Street 2 FIRST ROW OF 1 Street 2 7 C19 bed protection 6 Class B 18 3 scour depth set to 2Xstone dia
STONE PLACED BELOW Log Cross Vane (LCV) -scour
STREAM INVERT pool stone #7 Southern Street 2 1 Street 2 7 C19 bed protection 10 Class 1 22 2
Rip Rap #14 Green Street 2 Street 2 NA NA bed/bank protection 14 Class 2 36 3
IMBRICATED RIP RAP ISOMETRIC Step Pool (SP) -chinking stone #14 Green Street 2 Street 2 1 C19 bed protection 2 No. 4 Stone 12 na
3"TOP SOIL Step Pool (SP) -chinking stone #15 Carotec Drive ~c Drive 1 C19 bed protection 2 No. 4 Stone 12 na
WITH SEED Ste Pool (SP) - chinkin stone # 16 Lakeside Drive P g de Drive 1 C19 bed protection 2 No. 4 Stone 14 na
Step Pool (SP) -stone #14 Green Street 2 Street 2 1 C19 grade control 14 Class 2 27 2
2S, Step Pool (SP) -stone #15 Carotec Drive ~c Drive 1 C19 grade control 14 Class 2 37 3
rj.~~Fl . ` N Ste Pool (SP) -stone #16 Lakeside Drive de Drive 1 C19 grade control 14 Class 2 49 4
ECM r p ,S(0
~ , f p Stone Toe (ST) @encap. Fill # 10 Kensal Green Ct 2 e0 green Ct 2 3 C19 bank protection 14 Class 2 32 2
COMPACTED FILLITOPSOIL ° R I '~S Stone Toe (ST) @encap. Fill # 12 Broken Saddle Lane addle Lane 3 C19 bank protection 14 Class 2 40 3
Syo W . • • ~ . • • Stone Toe ST @enca .Fill #13 Green Street 1 Street 1 3 C19 bank protection 14 Class 2 34 2
P ON - ° ° - ,
• Stone Toe (ST) @enca .Fill #6 Southern Street 1 . qN P n Street 1 3 C19 bank protection 14 Class 2 38 3
~ . Average base flower • . • • Stone Toe (ST) @encap. Fill #8 Belews Creek Lift Sta. eek Lift Sta. 3 C19 bank protection 14 Class 2 34 2
. ° ° _
\ NOTE: 2 FOOTERS STONES REQUIRED Stone Toe ST @enca .Fill #9 Kensal Green Ct 1 . ( ) P green Ct 1 3 C19 bank protection 14 Class 2 37 3
° ° ° Stone Toe (ST) @ DIP # 12 Broken Saddle Lane addle Lane 3 C19 utility protection 14 Class 2 40 3
#57 STONE Stone Toe (ST) @ DIP # 16 Lakeside Drive de Drive 3 C19 utility protection 14 Class 2 49 4
1 "-3"STONE - - TOE PROTECTION STONE (SEE STONE SIZING CHART)
APPROVED FILTER CLOTH
TYPICAL SECTION
STREAM FLOW ~ • . .
PROPOSED FILL SLOPE AT
TERMINAL ENDS TO MATCH
EXISTING SLOPE
~ ~ , ~ ~
i 2
RO 15-30° Ck STREAM
~ ~ N~ INVERT
ry
COMPACT SOIL 92%
STANDARD
PROCTOR, THEN USE
PLAN BIO-D70 OR APPROVED
EQUAL OVERTOP. PLACE
3" TOPSOIL ON BIO-D70
IMBRICATED RIP RAP AND SEED. 1
NOT TO SCALE
NCDOT STANDARD 838.01
NOT TO SCALE
SEAL SEAL DATE: APRIL 2011 SCALE M&C FILE NUMBER
MCE PROJ. # 5466-0003 CN501
PHASE 2 - KERNERSVILLE DRAWN JEM HORIZONTAL: DRAIMNGNUMBER
~ ~ ~ 1~fir•ae~t,r°~_Cs~la~e,rt ~ Fir ~,m + F~r°~rsth C_t~t e~trs
i/ i A. iii V A. ?/i W ~Ii/ w s w,., o r- r.raw .4r... e
8020 Tower Point Drive : RESTORATION DESIGNED KAB NA C1 8
Charlotte, North Carolina 28227 Ck/cOunty PROJ. MGR. JMO NA 21 OF 22
Phone: [phone], Fax: [phone] ilfties CHECKED TCS VERTICAL:
AA0002667 EB0006691 Water - Sewer o Solid V Sold Waste Disposal STREAM DETAILS
REV.NO. DESCRIP110NS DATE License No. C-0342
www.mckimcreed.com REMSIONS 1100% TATUS: REnsiord PRELIMINARY DESIGN

LOG 3 IN TOPSOIL (MIN.) SEED AND STABILIZE
BURIED 2 BELOW (REFER TO SPECIFICATIONS) EXISTING GRADE
INVERT
TOP OF SLOPE LOG EXPOSE LOG BURIE IN BANK 1
FLOW 3 FT O.C.
SILL LOG a
3 ft i11~ Z - - rIIJRIq 1 ° ° ~ e
3 ft PROPOSED STREAM INVERT X ~ 4-7 /0,10 0 0~~~ VANE LOG 5° ECM ~ _ I VERT TO PRO . ° PROPOSED GRADE
~ EX. SLOPE - ~ ~ ~ _ ~ ~ FLOW _ / PROPOSED SLOPE ~ ~ _ _ - - - ER LOG I~ TOP OF BANK I ~ I AS INDICATED ON PLANS
FOOT ' WITH ECM - STONES
PLAN VIEW _ - FIRMLY PACK SOIL ~ ~ ~ o
/ AROUND THE BASE OF I
THE TUBELING SO THAT FILTER CLOTH No AIR POCKET REMAIN. TACK FROM MIDPOINT OF AVERAGE BASE FLOW I ~ ~ a,p;;,;:r:;;~;; LIVE STAKES
' - - ~ UPSTREAM FACE OF SILL LOG
_ _ _ _ TO BOTTOM OF FOOTER LOG NOTES: • ~~~.h,Y..d,~. `a"'p``' ~ ADDITIONAL COIR LOG, PER SCHEDULE BELOW ,A.4 . • . ~,)Jiti>„F5.
- Y 1. TACK FILTER CLOTH FROM UPSTREAM f M UPSTREAM FACE OF SILL LOG AND LOG VANE ARMS TO "~`~~~:::i;$wc .1yk'i, gyp, - y44a.y: ~ ;r~.
TUBELING ~ BOTTOM OF FOOTER LOGS. NOTES: FOR FILL PLACEMENT ADD #6 HOOKED ~S. ...;M:<,.; EROSION CONTROL MAT BIO-D 70 OR APPROVED
1. SEE PLANTING SCHEDULE FOR DESIRABLE SPECIES AND SIZE. AN ADDITIONAL LAYER OF REBAR SCOUR POOL 2. MIN EMBEDMENT DEPTH, D = 3 FT 2. SPACE AT 3.0 FT 0 C. (TRIANGULAR SPACING). D = 3 FT ,KZ~ f.~;;~:,, EQUAL (KEYED IN AS PER ECM DETAIL. MAT TO .ti• . y.
FILTER CLOTH TO (SEE STONE 3. IF SILL LOG IS NOT AVAILABLE FOR SPfE 3. ALL TUBELINGS SHALL COMPLY WITH THE RECOMMENDATIONS AND REQUIREMENTS OF ANSI FOR SILL ABUTTED AT CENTER OF SILL. ABLE FOR SPECIFIED LENGTH, CONTRACTOR MAY USE 2 LOGS ~x;,;K.~,w,..x,:~ ~ OVERLAP FILTER CLOTH 12 IN MIN) INTER OF SILL. INSTALL EXTRA LAYER OF FILTER FABRIC ON ~ ~ ~`v~"
260.1 "AMERICAN STANDARD FOR NURSERY STOCK." EX INV. OF STREAM BED SIZING CHART) 4. CUT AND FOLD BACK SLOT IN MAT TO INSTALL TUBELING. SEAL SLOT WITH COMPOST AND TO BE FILLED UPSTREAM SIDE OF SIDE. ` ~ BASE STONE, (SEE STONE SIZING CHART FOR SIZE AND DEPTH)
STAPLE. ALLOW 6 IN DIAMETER AROUND TUBELING WITH NO ECM.
5. PLANT THE ROOT BALL SLIGHTLY DEEPER THAN IT WAS IN THE TUB. P r ~ I VI W o e e VANE LOG FOOTER STONE, (SEE STONE SIZING CHART FOR SIZE AND DEPTH)
FI LTER CLOTH
BANKFULL
TUBELING DETAIL PROP TOP Z
NOT TO SCALE OF BANK EMBED 3 FT MINIMUM TOP VANE LOG ~ STONE TOE SCHEDULE
TOE OF CHANNEL I I L1 D Coir Log
TOP SILL LOG 4-7% SLOPE, I
\ 10% MAX. - - - I ~ ~ Site No. Site Roll Measured Plan
Z ~ - - I ~ ~""Ir W3 - - , - - - - - - - - - - Designation Name Side Required Length (ft) Sheet Notes
I ~ ,k ~ ~ X ~ ~ M. I ' ~ ~ 6 Southern St 1 Left Yes 80 C2 16-Inch Coir Roll
FLOW ~ ~ - - - - ~ ~ We W2 X L4 ~ L2 I Y 8 Belews Creek Lift Sta. Left Yes 42 C4 16-Inch Coir Roll
~ , ~ L4 `Wb SCOU STONE - L3 9 Kensal Green Ct 1 Left Yes 20 C6 16-Inch Coir Roll
I W1 I 10 Kensal Green Ct 2 Left Yes 92 C7 16-Inch Coir Roll
a I I ~ 12 Broken Saddle Lane Right Yes 85 C9 16-Inch Coir Roll
TOP OF SLOPE ~ ~ I I ~ ~ 20- 0° 12 Broken Saddle Lane Left Yes 50 C9 16-Inch Coir Roll
,~Nu1~~~. ~ im FOOTER LOGS I ~I~ • . • I
3 ft EXISTING SLOPE #6 HOOKED REBAR LOG ~ ~ ~ ; ~ 13 Green St 1 Left Yes 134 C11 16-Inch Coir Roll
• OR NEW 42 IN LONG AT 3 FT SPACING 3 ft SECURE WITH #6 EXPOSED J 16 Lakeside Drive - Yes 20 C15 16-Inch Coir Roll
5° HOOKED REBAR
FLOC 45° CUT LIMITS OF TOTAL: 523 FILTER CLOTH
PLAN VIEW - ~ ~4 E TI N VIEW 3 STONE TOE (ST) DETAIL
/
NOT TO SCALE
WILLOW LIVE STAKES 1!4 IN -1.5 IN DIAM. X 3 FT - 4 FT D ~ A
LENGTH SPACED 3.0 FT O.C. TRIANGULAR r LI`11, SPACING) ANGLES AT 45° TO DOWNSTREAM FLOW L R VAN E DETAI L PLAN VI EW
NOTES:
1. SEE LIVESTAKE PLANTING SCHEDULES FOR ACCEPTABLE SPECIES AND NOT TO SCALE QUANTITIES
2. SOAK WILLOW STAKES FROM ARRIVAL ONSITE TO IMMEDIATELY BEFORE L R VANE H E L E 4 FT -
INSTALLATION AND RECUT ENDS AT 45° ANGLES PRIOR TO INSTALLATION
3. USE Yz IN -3I4 IN REBAR FOR PILOT HOLES PRIOR TO DRIVING LIVE STAKES INTO a;
GROUND 4. DRIVE LIVE STAKE 314 OF ITS LENGTH INTO THE GROUND Location Dimensions EXPOSE NO MORE THAN Elevations ~ °x`~~~~°~ 121N
5. RECUT ANY LIVE STAKE TIPS DAMAGED BY INSTALLATION Designation Stream Reach Plan sheet Station We Wb W1 W2 W3 L7 L2 L3 L4 ~ 2 IN OF STAKE (TYP.) 30 IN . 1. ~
6. STAKES TO BE 114 IN T01.5 IN DIAMETER, 3 FT LONG D LOG DIA. "X" "Y" "Z"
ft ft ft ft ft ft ft ft ft ft ft in ft ft ft
LIVE STAKE DETAIL 2.0 18 917.2* 916.2* 918.7*
5 LV-1 Site 7: Southern St#2 C3 1+88.8 15 25 8.0 9 8 18 18 26 25 2.0 NOT TO SCALE
* ELEVATION TO BE FIELD VERIFIED STAKE ALONG TOE OF SLOPE AT 1 FT SPACINGS SECURE EROSION CONTROL MATTING
WITH DESIGN ENGINEER. WITH 2 IN X 2 IN X 30 IN
NOTCHED WOOD DEAD STAKES
EROSION CONTROL MATTING TOE OF SLOPE
L CHINK WITH KEY IN EROSION CONTROL MATTING
2 IN STONE FOR A DEPTH OF 1 FT
113 L 2(3 L ~ PER MANUFACTURER'S RECOMMENDATIONS
l
~ BIOD-70 EROSION CONTROL MAT 2 FT FT L
FLOC z H ~ H (OR APPROVED EQUAL) 2 FT I 2 FT MIN
WRAP FACE OF FILL LAYER ~ ~ - - - - ~ NOTES:
~ OUTSIDE OF TENSAR BX1100 11=III ` I II=III ;
~ OR APPROVED EQUAL ~ - ~ ( ) I I1=11I° _ r ~ E FLOW ~ , ~ ~ I I-1 ~ I ~ III=III° • : ' T 1. BEGIN AT TOP OF SLOPE AND ANCHOR FIBER MATTING IN A 12 IN DEEP INITIAL ANCHOR 11=1T_I ,;r,.:.`~. ~ ; % TRENCH. BACKFILL TRENCH AND TAMP EARTH FIRMLY.
Deo PER STONE 3 2. UNROLL FIBER MATTING DOWNSLOPE IN THE DIRECTION OF WATER FLOW.
SIZING CHART ~ - H3 _ ~ ~ II=111:..,;. Ih:.:`;';' 3. OVERLAP EDGES OF ADJACENT PARALLEL ROLLS BY 6 IN AND ANCHOR AT 12 IN
~ I~III 1 FT OF TOPSOIL TENSAR BX 1100 - ` ~ SELECT ONSITE FILL CENTERS.
T GEOTEXTILEORFILTER REQUIRED . r_ ~ _ . . ..f MATERIAL, APPROVED 4. WHEN FIBER MAT MUST BE SPLICED, PLACE END OVER END (SHINGLE STYLE) WITH 12 IN
CLOTH IF SO DIRECTED =1II BY ENGINEER IN THE LIVE STAKES OR TUBELINGS = i - BY DESIGN ENGINEER OVERLAP AND ANCHOR USING TWO STAGGERED ROWS OF STAKES AT 6 IN CENTERS.
FIELD v ~ _ BETWEEN EACH LAYER AT 1 FT O.C. 5. LAY FIBER MAT LOOSELY AND ANCHOR SUFFICIENTLY TO MAINTAIN DIRECT CONTACT
=III ' PROFILE VIEW 31NFILLASNECESSARY ( - III-III-:.:..,"'.,~ ` . WITH THE SOIL - DO NOT STRETCH.
II=III Not to Scale - PLAN VIEW ~ ~ - TENSAR BX1100 OR ENGINEER 6. FOR SLOPES 2:1 AND STEEPER USE A MINIMUM OF 3 STAKES PER SQUARE YARD AND APPROVED EQUAL FOR SLOPES FLATTER THAN 2:1 USE A MINIMUM OF 2 STAKES PER SQUARE YARD.
- L L Not to Scale - - _ _ _ _ _ _ - - - - - - - - - 7. ANCHOR, FILL, AND COMPACT END OF FIBER MATTING IN 12 IN X 6 IN TERMINAL ANCHOR
NOTES: TRENCH (MIRROR IMAGE OF INITIAL TRENCH).
1. D50 PER STONE SIZING CHART ~ 'n6"~'~,'Sr' AP APPROVED FILTER CLOTH
2. FIELD TOLERANCE FOR FIELD HEIGHTS PROPOSED ~ (H1 , H2) TO BE 3 IN +l-. Profle Plan View ECM DETAIL
STREAM 3. STONE TO BE PLACED BY HAND OR ~ , ~ _ - _ _ J FOOTER ~ FOOTER STONES 2 NOT TO SCALE
SMALL MACHINERY Step Pools INVERT - - - SEE STC SEE STONE SIZING CHART
FOR FO( FOR FOOTER SIZE AND DEPTH
STEP POOL DETAIL 1
NOT TO SCALE ENCAPSULATED FILL DETAIL
4 NOT TO SCALE
SEAL SEAL DATE: APRIL 2011 SCALE M&C FILE NUMBER
MCE PROJ. # 5466-0003 CN501
PHASE 2 - KERNERSVILLE DRAWN JEM HORIZONTAL: DRAIMNGNUMBER
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8020 Tower Point Drive : RESTORATION DESIGNED KAB NA C1 9
Charlotte, North Carolina 28227 Ck/cOunty PROJ. MGR. JMO NA 22 OF 22
Phone: [phone], Fax: [phone] ilfties CHECKED TCS VERTICAL:
AA0002667 EB0006691 Water - Sewer o Solid V Sold Waste Disposal STREAM DETAILS
REV.NO. DESCRIP110NS DATE License No. C-0342
www.mckimcreed.com REMSIONS 1100% TATUS: REnsiord PRELIMINARY DESIGN