20210709 Ver 1_Erosion Control Drawings_20210601

CLIENT:
GUILFOD COU\TY
PROJECT CONTACTS
CITY OF GREENSBORO
2602 S. ELM—EUGENE STREET
P.O.BOX 3136
GREENSBORO, NORTH CAROLINA 27406
PHONE: [phone]
FAX: [phone]
ATTN.: MONICA JARRETT, El
ENGINEER: KIMLEY—HORN AND ASSOCIATES, INC.
421 FAYETTEVILLE ST., STE. 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
FAX: [phone]
ATTN.: JENNIFER L. MURPHY, P.E.
SURVEYOR:
CH ENGINEERING, PLLC
3220 GLEN ROYAL ROAD
RALEIGH, NC 27617
PHONE: [phone]
FAX: [phone]
ATTN.: JEFF MUNN, PLS
REVISIONS
ARBOR
CO\STUCTO\ DAW\CS
\SSOHO
R AM HS
JEVELOPE_
CTV OF CHH
GEE\SR00,
CC\TACT
PROJECT
LOCATION
e
Greensboro
-,4
85
VICINITY MAP
© 2021 KIMLEY—HORN AND ASSOCIATES, INC.
421 FAYETTEVILLE STREET, STE. 600, RALEIGH NC 27601
PHONE: [phone] FAX: [phone]
VVVWV.KIMLEY-HORN.COM
NC LICENSE #F-0102
KHA PROJECT
011462061
DATE
5/14/2021
SCALE AS SHOWN
DESIGNED BY JLM
DRAWN BY DLH
CHECKED BY JLM
FOB:
h\SBORO
\OTH CAOL\A
\C. 2O2OO11A
PROJECT
SITE
w wry'
y4
Friendly Center
l,R rie..— 9
"IV Ave
xr
Si
0
z
Stormont Forest J 1
Country Club '
.f
E
26 it WaifaerAMr
75 *
w
m
#
.10,0,Jec Ave
w Maiket st
t
pp
g
sparigoagrden St
LOCATION MAP
GREENSBORO ARBORETUM
STREAM RESTORATION
PREPARED FOR
CITY OF GREENSBORO
CITY OF GREENSBORO
SHEET
NO.
SHEET INDEX
DESCRIPTION
TITLE SHEET
GENERAL NOTES
TOPOGRAPHIC SURVEY
SITE PLAN KEY SHEET
SITE PLAN AND PROFILE
TYPICAL SECTIONS
EROSION AND SEDIMENT CONTROL PLAN KEY SHEET
EROSION AND SEDIMENT CONTROL PLANS
EROSION AND SEDIMENT CONTROL PHASING PLAN
EROSION CONTROL DETAILS
DETAILS
PLANTING NOTES AND DETAILS
PLANTING PLAN KEY SHEET
PLANTING PLAN
CROSS SECTIONS
TITLE SHEET
SHEET NUMBER

This document, together with the concepts and designs presented herein, as an instrument of service,
GENERAL NOTES:
1. TOTAL DISTURBED AREA = 3.91 ACRES
2. A PRE -CONSTRUCTION CONFERENCE MUST BE HELD WITH
REPRESENTATIVES OF THE CITY, REPRESENTATIVES FROM THE PARKS
AND RECREATION & CONTRACTOR OF RECORD BEFORE ANY WORK
CAN BE STARTED ON SITE. THE STREAM SHALL BE INSTALLED
ACCORDING TO APPROVED PLANS AND PROFILES. IF A FIELD
CHANGE IS NEEDED, THE REDESIGN AREA(S) MUST BE APPROVED BY
THE CITY AND ENGINEER PRIOR TO INSTALLATION.
3. THE CONTRACTOR SHALL HAVE A SET OF SEALED CONSTRUCTION
DRAWINGS ON THE PROJECT SITE AT ALL TIMES.
4. THE CONTRACTOR SHALL ADHERE TO ALL FEDERAL, STATE, COUNTY,
AND CITY LAWS, ORDINANCES, AND REGULATIONS WHICH IN ANY
MANNER AFFECTS THE CONDUCT OF THE PROJECT, INCLUDING, BUT
NOT LIMITED TO INITIATING, MAINTAINING, 8c SUPERVISING ALL
SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE
WORK.
5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONFORM TO
ALL REQUIREMENTS OF THE SPECIFICATION AS THEY RELATE TO
COORDINATION WITH THE OWNERS AND THE UTILITIES THAT EXIST ON
SITE. CONTRACTOR MUST ALSO COMPLY WITH UTILITY OWNER
REQUIREMENTS WHEN OPERATING WITHIN THE RIGHT-OF-WAY AND
EASEMENTS.
6. ALL CONSTRUCTION MATERIALS AND WORKMANSHIP SHALL CONFORM
TO THE PROJECT SPECIFICATIONS AND THE CITY OF GREENSBORO
STANDARD SPECIFICATIONS. IN THE CASE OF CONFLICT, THE
PROJECT SPECIFICATION SHALL GOVERN. IN CASE OF A CONFLICT
BETWEEN THE STANDARD SPECIFICATIONS AND THE SPECIAL
CONDITIONS, THE SPECIAL CONDITIONS SHALL GOVERN. THE
CONTRACTOR SHALL OBTAIN AND USE ALL APPLICABLE ADDENDA.
7. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE
ITS WORK WITH ANY WORK TO BE PERFORMED BY THE UTILITY
OWNERS OR OTHERS IN THE RIGHT-OF-WAY. ARRANGE A SCHEDULE
OF OPERATIONS THAT WILL ALLOW FOR THE COMPLETION OF THE
PROJECT WITHOUT ANY UNDUE DELAY.
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF
ALL EXISTING STRUCTURES, UTILITIES, FENCES, ETC. WHICH ARE NOT
TO BE DISTURBED DURING CONSTRUCTION. REFER TO THE PROJECT
SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.
9. ALL EXCESS MATERIALS SHALL BE HAULED OFF BY THE
CONTRACTOR. EXCESS GRADE MATERIAL SHALL BE SPREAD AT THE
DESIGNATED PERMANENT STOCKPILE AREA WITHIN THESE DRAWINGS.
REFUSE SHALL BE DISPOSED OF LEGALLY OFFSITE.
10. THE PROPOSED BANKFULL LINE AND GRADING LINES SHOWN WITHIN
THE PLAN/PROFILE SHEETS DENOTE PROPOSED GRADING AS
INDICATED IN THE CROSS -SECTIONS AND PROFILE. GRADE LINES
MAY BE ADJUSTED AT THEIR BEGINNING, ENDING, AND AT
STRUCTURES AS DIRECTED BY THE ENGINEER IN ORDER TO SECURE
A PROPER TIE-IN OR TO CREATE A MORE "NATURAL" APPEARANCE
FOR STREAM WORK.
SUBSURFACE:
LIMITED SUBSURFACE DATA IS MADE AVAILABLE TO THE CONTRACTOR FOR
THIS PROJECT (SEE PROJECT MANUAL). THE CONTRACTOR SHALL BE
RESPONSIBLE FOR MAKING ADDITIONAL SUBSURFACE EVALUATIONS.
UTILITIES:
THE CONTRACTOR SHALL CALL THE "CONTACT ONE -CALL CENTER" BY
DIALING 811 BEFORE DIGGING. THE CONTRACTOR SHALL FIELD
LOCATE ALL UTILITIES INSIDE THE CONSTRUCTION CORRIDOR.
TOPSOIL REMOVAL AND STOCKPILE:
1. TOPSOIL CONSISTING OF LOAM AND ORGANICS SHALL BE REPLACED IN
ALL GRADED STREAM BANK AREAS TO A MINIMUM 4" DEPTH UNLESS
A GREATER DEPTH IS OTHERWISE SPECIFIED. THE FINAL GRADE
ELEVATIONS INCLUDE THE APPLICATION OF THIS TOPSOIL LAYER.
THEREFORE, IN THESE AREAS IT MAY BE NECESSARY TO OVER
EXCAVATE TO ACCOUNT FOR THE REPLACEMENT DEPTH OF THE
TOPSOIL. THE CONTRACTOR IS RESPONSIBLE FOR TEMPORARILY
STOCKPILING THE TOPSOIL FOR RE -PLACEMENT THROUGHOUT
CONSTRUCTION.
TRAFFIC CONTROL:
1. ACCESS TO PRIVATE RESIDENTIAL DRIVEWAYS MUST BE MAINTAINED
DURING CONSTRUCTION. IF ACCESS TO PRIVATE RESIDENTIAL
DRIVEWAYS CANNOT BE MAINTAINED DUE TO CONSTRUCTION ACTIVITIES,
ON -STREET PARKING WITHIN 50 FEET OF PRIVATE ACCESS TO THE
RIGHT-OF-WAY AND PEDESTRIAN WALKWAY AROUND CONSTRUCTION
ACTIVITY MUST BE PROVIDED.
2. ACCESS TO GREENSBORO ARBORETUM AND PARKING LOTS MUST BE
MAINTAINED DURING CONSTRUCTION.
3. CONTRACTOR TO INSTALL ADVANCED WARNING SIGN(S) ON WENDOVER
AVENUE PRIOR TO CONSTRUCTION ENTRANCES. REFER TO NCDOT 2018
ROADWAY STANDARD DRAWING 1101.05.
4. CONTRACTOR TO PLACE TRAFFIC CONTROL DRUMS ALONG WENDOVER
AVENUE WHILE CONSTRUCTION ENTRANCES ARE IN USE TO PREVENT
UNAUTHORIZED ENTRY INTO WORK ZONE.
5. CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT TRAFFIC FLOW IS
MAINTAINED ON ALL IMPACTED CITY AND NCDOT STREETS DURING
CONSTRUCTION.
6. IF A TEMPORARY CLOSING IS REQUIRED, CONTRACTOR TO REFER AND
ADHERE TO THE NCDOT 2018 ROADWAY STANDARD DRAWINGS FOR
TRAFFIC CONTROL PROCEDURES FOR LANE CLOSURES IF NEEDED.
GROUND COVER AND SITE STABILIZATION MEASURES:
1. SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF A SITE
WHERE LAND -DISTURBING ACTIVITIES HAVE TEMPORARILY OR
PERMANENTLY CEASED ACCORDING TO THE FOLLOWING SCHEDULE:
1.1. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND
ALL SLOPES STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1)
SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION
WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY
EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST
LAND -DISTURBING ACTIVITY.
1.2. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR
PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS
PRACTICABLE BUT IN ANY EVEN WITHIN 14 CALENDAR DAYS FROM
THE LAST LAND DISTURBING ACTIVITY.
2. CONDITIONS - IN MEETING THE STABILIZATION REQUIREMENTS ABOVE,
THE FOLLOWING CONDITIONS OR EXEMPTIONS SHALL APPLY:
2.1. EXTENSIONS OF TIME BE APPROVED BY THE PERMITTING
AUTHORITY BASED ON WEATHER OR OTHER SITE -SPECIFIC
CONDITIONS THAT MAKE COMPLIANCE IMPRACTICABLE.
2.2. ALL SLOPES 50' IN LENGTH OR GREATER SHALL APPLY THE
GROUND COVER WITHIN 7 DAYS EXCEPT WHEN THE SLOPE IS
FLATTER THAN 4:1. SLOPES LESS THAN 50' SHALL APPLY GROUND
COVER WITHIN 14 DAYS EXCEPT WHEN SLOPES ARE STEEPER THAN
3:1, THE 7 DAY REQUIREMENT APPLIES.
2.3. ANY SLOPED AREA FLATTER THAN 4:1 SHALL BE EXEMPT FROM
THE 7-DAY GROUND COVER REQUIREMENT.
2.4. SLOPES 10' OR LESS IN LENGTH SHALL BE EXEMPT FROM THE
7-DAY GROUND COVER REQUIREMENT EXCEPT WHEN THE SLOPE IS
STEEPER THAN 2:1.
2.5. ALTHOUGH STABILIZATION IS USUALLY SPECIFIED AS GROUND
COVER, OTHER METHODS, SUCH AS CHEMICAL STABILIZATION, MAY
BE ALLOWED ON A CASE-BYCASE BASIS.
2.6. FOR PORTIONS OF PROJECTS WITHIN THE SEDIMENT CONTROL
COMMISSION -DEFINED "HIGH QUALITY WATER ZONE" (15A NCAC
04A. 0105), STABILIZATION WITH GROUND COVER SHALL BE
ACHIEVED AS SOON AS PRACTICABLE BUT IN ANY EVENT ON ALL
AREAS OF THE SITE WITHIN 7 CALENDAR DAYS FROM THE LAST
LAND -DISTURBING ACT.
2.7. PORTIONS OF A SITE THAT ARE LOWER IN ELEVATION THAN
ADJACENT DISCHARGE LOCATIONS AND ARE NOT EXPECTED TO
DISCHARGE DURING CONSTRUCTION MAY BE EXEMPT FROM THE
TEMPORARY GROUND COVER REQUIREMENTS IF IDENTIFIED ON THE
APPROVED E&SC PLAN OR ADDED BY THE PERMITTING AUTHORITY.
CONSTRUCTION SEQUENCE:
1 THE CONTRACTOR SHALL PROVIDE A SCHEDULE OF WORK TO THE CITY
AND ENGINEER FOR APPROVAL. THE CONTRACTOR SHOULD
GENERALLY PLAN TO CONSTRUCT THE PROPOSED STREAM
IMPROVEMENTS FROM DOWNSTREAM TO UPSTREAM TO PROTECT
COMPLETED STREAM SECTIONS FROM CONSTRUCTION ACTIVITIES
DURING CONSTRUCTION. THE CONTRACTOR MAY PROPOSE AN
ALTERNATIVE CONSTRUCTION SCHEDULE FOR APPROVAL BY THE
ENGINEER.
2. THE CONTRACTOR SHALL COORDINATE A PRE -CONSTRUCTION MEETING
WITH CITY STAFF, PRIVATE AND PUBLIC UTILITIES, AND THE DESIGN
ENGINEER. THE CONTRACTOR SHALL SCHEDULE THE MEETING A
MINIMUM OF 48 HOURS PRIOR TO ANY LAND DISTURBING ACTIVITY.
3. THE CONTRACTOR SHALL PROVIDE THE START DATE OF ANY ONSITE
LAND DISTURBANCE ACTIVITY TO LAND QUALITY SECTION'S
WINSTON-SALEM REGIONAL OFFICE AT [phone] 48 HOURS
PRIOR TO MOBILIZATION.
4. THE CONTRACTOR SHALL INSTALL TRAFFIC CONTROL MEASURES,
EROSION CONTROL MEASURES, TREE PROTECTION FENCING, AND
OTHER MEASURES AS SHOWN ON THE PLANS, CLEARING ONLY AS
NECESSARY TO INSTALL THESE ITEMS. THE CONTRACTOR SHALL
NOTIFY THE ENGINEER WHEN FENCE INSTALLATION IS COMPLETE FOR
INSPECTION BY THE CITY. INSPECTION BY THE LAND QUALITY
SECTION IS NOT NECESSARY PRIOR TO COMMENCING LAND
DISTURBANCE AS THE LAND QUALITY SECTION WILL PERFORM
PERIODIC INSPECTIONS FOR COMPLIANCE.
5. THE CONTRACTOR SHALL MAINTAIN EROSION CONTROL MEASURES
REQUIRED FOR WORKING IN A LIVE STREAM PER THE PLANS AND
SPECIFICATIONS AND/OR AS DIRECTED BY THE PROJECT ENGINEER.
SEE EROSION AND SEDIMENT CONTROL PLAN.
6. THE CONTRACTOR SHALL SET/STAKE AT A MINIMUM THE STREAM
CENTERLINE, PROPOSED TOP AND TOE OF SLOPES AND BREAKLINES,
STRUCTURE LOCATIONS, AND LIMITS OF DISTURBANCE IN THE FIELD
PER THE DRAWINGS. THE ENGINEER RESERVES THE RIGHT TO ADJUST
THE LOCATION AND ELEVATIONS OF THE PROPOSED ITEMS BEFORE
THE CONTRACTOR BEGINS ANY CONSTRUCTION.
7. CLEAR VEGETATION AS WORK PROGRESSES ALONG THE PROPOSED
BANK STABILIZATION AND STREAM CHANNEL ALIGNMENTS. THE
CONTRACTOR SHOULD PAY SPECIAL ATTENTION TO REMOVED TREES
THAT CAN BE USED IN THE PROPOSED LOG STRUCTURES OR AS
TRANSPLANTS. STOCKPILE TREES THAT WILL BE USED LATER AS
ROOTWADS AND LOGS. SHRUBS AND TREES LESS THAN 3" IN
DIAMETER THAT ARE TO BE TRANSPLANTED SHALL BE MARKED WITH
HIGHLY VISIBLE TAPE BY THE ENGINEER. THESE SHRUBS AND TREES
SHALL BE SAVED FOR TRANSPLANTING AND STOCKPILED. ALL
SHRUBS AND TREES MARKED TO BE TRANSPLANTED SHALL BE
REMOVED ENSURING THAT THE ROOT MASS IS INTACT.
8. WHERE DESIGNATED, THE CONTRACTOR SHALL CONSTRUCT PROPOSED
CHANNEL IMPROVEMENTS. AS THE SITE IS GRADED THE CONTRACTOR
SHALL STOCKPILE TOPSOIL FOR LATER USE.
9. THE CONTRACTOR SHALL CONSTRUCT CHANNEL AND BANK
STABILIZATION TO A STABLE FORM BEFORE MOVING OUT OF THE
WORK AREA. A STABLE FORM SHALL INCLUDE, BUT IS NOT LIMITED
TO, THE COMPLETION OF FINAL GRADE, THE COMPLETE INSTALLATION
OF IN -STREAM STRUCTURES, TRANSPLANTS, EROSION CONTROL
MATTING, TOPSOIL, AND TEMPORARY VEGETATION ACCORDING TO THE
TEMPORARY SEEDING SCHEDULE. SECTIONS OF STREAM WITHIN THE
PUMP AROUND OPERATION WORK ZONE SHALL BE STABILIZED WITH
MATTING BY THE END OF THE WORK DAY.
10. THE CONTRACTOR SHALL MAINTAIN EROSION CONTROL MEASURES
REQUIRED FOR WORKING IN A LIVE STREAM PER THE PLANS AND
SPECIFICATIONS AND/OR AS DIRECTED BY THE PROJECT ENGINEER.
SEE EROSION AND SEDIMENT CONTROL PLAN.
11. CONSTRUCTION SHALL BE COMPLETED INCLUDING TEMPORARY
VEGETATION, EROSION CONTROL MATTING, TRANSPLANTS, AND
STRUCTURES. AS NECESSARY CONTRACTOR SHALL RE -SEED AREAS
WITH TEMPORARY SEEDING TO MEET THE COVERAGE REQUIREMENTS IN
THE PROJECT SPECIAL CONDITIONS.
12. IF CONSTRUCTION IS COMPLETED DURING THE PLANTING SEASON
SPECIFIED HEREIN, THEN INSTALL FINAL PLANTING PER THE DRAWINGS
AND SPECIFICATIONS. OTHERWISE, DELAY FINAL PLANTING UNTIL THE
PLANTING SEASON.
13. THE CONTRACTOR SHALL COORDINATE A FINAL SITE INSPECTION WITH
THE TOWN STAFF AND ENGINEER TO REVIEW THE COMPLETED SITE
CONSTRUCTION AND TO OBTAIN FINAL APPROVAL.
14. UPON FINAL APPROVAL, THE CONTRACTOR SHALL NOTIFY THE LAND
QUALITY SECTION WHEN ALL LAND DISTURBANCE ACTIVITY IS
COMPLETE AND A GOOD STAND OF TEMPORARY VEGETATION AND
ADEQUATE PERMANENT GROUND COVER HAS BEEN ESTABLISHED.
15. REMOVE SILT AND CONSTRUCTION FENCES, AND OTHER TEMPORARY
EROSION CONTROL DEVICES AFTER APPROVAL.
No.
REVISIONS
DATE
BY
mley»Horn
© 2021 KIMLEY-HORN AND ASSOCIATES, INC.
421 FAYETTEVILLE STREET, STE. 600, RALEIGH NC 27601
PHONE: [phone] FAX: [phone]
VVVWV.KIMLEY-HORN.COM
NC LICENSE #F-0102
KHA PROJECT
011462061
DATE
5/14/2021
SCALE AS SHOWN
DESIGNED BY JLM
DRAWN BY
DLH
CHECKED BY JLM
GREENSBORO ARBORETUM
STREAM RESTORATION
PREPARED FOR
CITY OF GREENSBORO
CITY OF GREENSBORO
NC
PRELIMINARY
to iiiiiiiiii
*O. o@SSfo•.'.y9;;
.y SEAL r'
_.
• 044608
NOT FOR CONSTRUCTION
.
GENERAL NOTES
SHEET NUMBER
02

is intended only for the specific purpose and client for which it was prepared, Reuse of and improper reliance on this document without written authorization and adaptation by Kimley—Horn and Associates, Inc, shall be without liability to Kimley—Horn and Associates, Inc,
This document, together with the concepts and designs presented herein, as an instrument of service,
PLAN LEGEND
PROPOSED MINOR CONTOURS
— no — PROPOSED MAJOR CONTOURS
BOULDER TOE PROTECTION
ROCK TOE PROTECTION
11201150
wig
EXISTING TREE TO BE REMOVED
FLOODPLAIN BENCH
LOG VANE
ROCK CROSS VANE
RIP RAP
LOG ROCK AND ROLL
RIFFLE
PHHULL M.
DEED BOOK 15, PG 4,
3701 PARK.. DRIVE
IIALLINDA
W
>
Z
co
1
STORM MANHOLE
INV./(6)=9AA
TOP OF ER LINE=I3st'
(+-+rz"WATER LINE BURIED TOGETHER)
TOP OF 3"WATER LINE= (1-1, WA LINL BMILD Iovelneu) A
INVOUT( E)=78s,
EWER MANHOLE
I' - INVNNOT ACCESSIBLE
INV OUT (q= NOT ACCESSIBLE
(LEVEL C)
CA4.04 RAMC',
NVIN(N�=s.E'
INVOUT (9=I3as
Fsg
SHEET 8
,a APLL
(APWA
RIL.
TOP OFWATER=I305
(APw2 . LULU)
BURIED TOGETHER
/
PARCEL 18105
PIN 7854165009
LINDL, PARK ASSOCIATES
STORM MANHOLE
�AN'(6)
NV=,3V2
12" MAP
•
114-11, MENTAL .A7-711.mLN AM�ivnOL�a>
\INVINOM=,m,
INV ISO=,m,.
BENCH
BENCH
WOODEN ARBOR
••
c"i�� 1'
o �i_�
wN� ' /
/'i
/ ri/
312E-�
7
WALKER AVE
(APHIL. LULU)
S
WER MA OLE
VIN,3A 'S141=,.
St),,39A•
LANIIARPSE,
INVIN :selb a:;.
INV ,(NE)7302/
/ ---- —
/•
794 7'
7,
NVOUI
2020)
HAS
INV NO3(5t)= 1903
PRIL.
/
I
ATC
INVMin'(N
q void (5'
SANITARY SEWER MANHOLE
A, „V,
INVWI (t),„a9
DEED BOOK 496 PAGE 442
DEED BOOK 496 PAGE 448
OP OF
20200)
,OP°T7A7 AAA
TOP OW,
1 1
(APRIR=I,a3
L 2020)
(APR 22W
2020)
LIP
PARCEL 17398
PIN: 7854159298
LINDLLL
85
STORM MANHOLE
RIM=
INV OUT(NM= N.' A.. SIBLE
PIN 'n4201:121
DEED BOOK 7660 PG1889
PLAT BOOK 10 PAGE,
LIVING MD,
,SLINDELLROAD(TRUSTEE)
PLAT BOOK 10 P DEED BOOK 24
,rG3042
TOP OF
NGS NC MONUMENT 32P>A,COMBINED FACTO, 0 99994250
NOR
A =
RIL
O O /'9 )/
202,
,(PRI 22 01
LOW CHO
TOWER
e .V
7345 HIMD«=„V2
INV OUT (Nw}n53'
PARCEL 17394
PIN 785425,126
DEED BOOK 3929 PG1960
SLINDLLL
i
/
785 0'
PARCEL 17393
PIN 7854252582
1,41.,HINt LAWNS/LAD
SANITARY SEWER MANHOLE
RIM=]305'
INV OUI (3E)= Na;f'(nvn It0w3
PRI2 'LUPr
20)
/tl778
2,.
PARCEL 18108
PIN 7854263276
CITY OF GREENSBORO
TOP OF WATER= 7, 8
PRIL23, 2020
ALPIPr,1;
▪ 1.,0,1200112
DEED ▪ BOOK 7427 PG,127
PLAT BOOK 21 PAGE 32
(APRIL 23, 2020)
CATCH BASIN
INV IN (St)=110
INV om (NM=„0
INVINV
E)=NOTACCEssa E
INV OUT (S� NOT ACCESSIBLE
DEED BOOK 6768 PG 2186
\ 31SLINDELLR.D
T
NSINISSIUN
�NOWER
C OO,ING
SAW MANHULL
�INro =„V5•
INV q' a3'5' O
10" GUM
OPOFWATER
STORM MANHOLE
83
N' NOT ACCESSIBLE
INV wI (W=NCI AI;Ixe'e'roLe
STORM MANHOLE
NVOU IT(N-
DEED BOOK 80. PG2596
\ 30,SL,NDELLROAD
PHHULL 1100HLYNt DEED BOOK 4753 PG 236
\ 303 SUNOS, ROAD
`LAT BOOK 21 PAGE
PIN 7854257899
PARCEL 17692
v6LMD LRtD >
P IN ▪ RrrrNGIHUSI
DEED BOOK`67 PG 2321
/
1.,0430,14
PLAT BOOK 21 PAGE 32
/ \ DErB=52 45 \
223SLINDELLROAD \ \
\ PARCEL ,650 \ \
\ \ \ /
\ DEL sLINVLLLV V \ \./
/
\PARCEL ,649 PIN: 7854360029 \ \ /
\ =IKL, LLROAD \ V A/
\ \ / /
PAHULL
PIN 7854269074
DEED BOOK 1519 PG22
PLAT BOOK 21 PAGE 32
i
\ \ /
\ //
\ /
EIR
n,6„ND LRDADPIN: 7854363365
DEED BOOK 8126 PG \ DEED
JtAll, HARAIH,
\ 2153LINDELLROADPLAT BOOK 21 PAGE
PARCEL ,654
2,2==D v v
1.10 INDELL ROAD \
\ .HULL: 11002
\ \ / /
\ 22, S LINDELL ROAD \ \ /
\ \/
\ /
\ //
\/
/
\
\ /
NORTH
GRAPHIC SCALE IN FEET
0 50 100 200
No.
REVISIONS
DATE
BY
lmley») Horn
© 2021 KIMLEY—HORN AND ASSOCIATES, INC.
421 FAYETTEVILLE STREET, STE. 600, RALEIGH NC 27601
PHONE: [phone] FAX: [phone]
VWWV.KIMLEY-HORN.COM
NC LICENSE #F-0102
KHA PROJECT
011462061
DATE
5/14/2021
SCALE AS SHOWN
DESIGNED BY JLM
DRAWN BY DLH
CHECKED BY JLM
GREENSBORO ARBORETUM
STREAM RESTORATION
PREPARED FOR
CITY OF GREENSBORO
CITY OF GREENSBORO
NC
PRELIMINARY
SEAL r'
NOT FOR CONSTRUCTION
SITE PLAN KEY SHEET
SHEET NUMBER
06

792
792
PROFILE LEGEND
This document, together with the concepts and designs presented herein, as an instrument of service,
co
rn
L
W
z
ct
O W
H
3" DIP
✓: 784.67
--
PEDESTRIAN
BRIDGE
O
M 0788 0 �
788
1
<
1_X
v.)W
Ww
m J
NW
—d
PEDESTRIAN
BRIDGE
784
784
/
\ /
/
/
O
\
v
A
A
780
\
/
/
780
778
778
0)
Ih
Ib
N
0
M
03
N.
0)
cV
CO
N
0
C
N.
III■"IIIIIIiII /!/ / / // /
IIII II\IIIII111I t!!/:-J/ l�-__/
11 Illlil 1 \illlljlij Il j l l ���
I� III I IIII%III)A\�\ I i (0��A
I I((l 1 O
1110 II j11111 111 / D
111111 1 \ AIAA A\V%IIII\ IIII / 73 -I
IIr \ I --.1
11
-
II ll\\1111 I ZZ D-
�` //Ij� �11111111i111 << 38t
REMOVE HIBISCUS TREE
* m
r *.
-4 G `N
REMOVE HOLLY TREES
/
I
z
—J,
FT
�e N
cJo Ci coo _ \
SAVE JAPANESE MAPLE TREE. CONTRACTOR TO
CONTACT PARKS AND RECREATION TO HANDLE
PRUNING OF JAPANESE MAPLE TREE.
101+00
0
0
m
-
75
73 -r
r
7-5
N
o w
W
0
CO
co
ivitiona
\ \to \
\ _ \\`.
\ \\
o W \\\(
/0 D OZ
0�im p
/ co
m t II
CO 1)3
gerk
s\ 7'
�-7 c / O ° o% i I
cP,s, O fQ w / I 1
m( _ / II1
I C., rn ) I,
0 OUTLET PROTECTION
O „�`O-_Ci 2 TONS CL—B RIPRAP \
z U�` _T� 7 S.Y. GEOTEXTILE
/ ---\~'K �'
m-1 ! F"I
r_xOUTLET PROTECTION
1 i71' \ c 7 TONS CL—B RIPRAP 8
1 i 22 S.Y. GEOTEXTILE 6
BANK STABILIZATION
7 TONS CL-1 RIPRAP
15 S.Y. GEOTEXTILE
102+00
u
/ I\ " \\ '\ \0
■.
rn� III �\
o� ICI FT \
Off,Oq‘
SAVE JAPANESE MAPLE TREE
4; ce
OZOZ`�—�
MATCHLINE — SEE SHEET 8
<�z
O '�
C cow
u -co
rn
zO
O -1 m
-n
0 m
Mw 0
m m
r
N
103+00
G Z (I)
< 0
C Z
�Z73•K
m2.
11 33 " Z
op co up
0") N�
m
co
104+00
D N-
MI m�
r- O m
mc'' 1--O
CO
m
cD m(-''_
r
\\ ,�— 00m O73
\. to'1 m" OZ
\ \ �'. T co 0 m
APPROXIMATE LOCATION OF STONE ri w �,
WALKWAY TO CONNECT FROM STREAM ) = °'
BANK TO PEDESTRIAN PATH. MATERIAL /
TO BE APPROVED BY PARKS AND REC.
-
m II
GRIND TREES TO GROUND
AND LEAVE STUMPS IN PLACE
REMOVE MAPLE TREE
J
0
H
ce
0
G I
z \
4
2
1
0
GRAPHIC SCALE IN FEET
0 15 30 60
HORIZONTAL
EXISTING SANITARY
SEWER/WATER LINE
EXISTING GROUND
PROPOSED CHANNEL
EXISTING PEDESTRIAN
BRIDGE
CROSS VANE
CONSTRUCTED RIFFLE
LOG ROCK AND ROLL
RIFFLE
NOTES:
1) BOULDER STRUCTURES MAY REPLACE LOG
STRUCTURES, AS APPROVED BY ENGINEER, TO
USE ON SITE MATERIAL AS LONG AS BOULDERS
MEET SPECIFICATIONS AND DETAILS.
PLAN LEGEND
PROPOSED MINOR CONTOURS
— no — PROPOSED MAJOR CONTOURS
BOULDER TOE PROTECTION
wig
ROCK TOE PROTECTION
EXISTING TREE TO BE REMOVED
FLOODPLAIN BENCH
LOG VANE
ROCK CROSS VANE
HP RAP
LOG ROCK AND ROLL
RIFFLE
GRAPHIC SCALE IN FEET
0 15 30 60
No.
REVISIONS
DATE
BY
pf:mley)» Horn
© 2021 KIMLEY—HORN AND ASSOCIATES, INC.
421 FAYETTEVILLE STREET, STE. 600, RALEIGH NC 27601
PHONE: [phone] FAX: [phone]
VWWV.KIMLEY-HORN.COM
NC LICENSE #F-0102
KHA PROJECT
011462061
DATE
5/14/2021
SCALE AS SHOWN
DESIGNED BY JLM
DRAWN BY DLH
CHECKED BY JLM
GREENSBORO ARBORETUM
STREAM RESTORATION
PREPARED FOR
CITY OF GREENSBORO
CITY OF GREENSBORO
NC
PRELIMINARY
4 SEAL r ;
044608
•
/F......... _0
L. `�,
..........
' 1„```�,"
NOT FOR CONSTRUCTION
PLAN AND PROFILE
SHEET NUMBER
07

PROFILE LEGEND
EXISTING SANITARY
SEWER/WATER LINE
This document, together with the concepts and designs presented herein, as an instrument of service,
784
784
780
0
0
H
780
A\
776
\
/
776
_ _
v
v
I
774
774
rn
o
r,
rn
ao
r,
ao
ad
r,
rn
n
N
o
co
r,
ao
6
r,
TOP OF WATER= 781.9'
(APRIL 22, 2020)
105+00
- TOP OF WATER= 780.6'
(APRIL 22, 2020)
/
---SOFT /
\
'(1) 3" PVC & (1) 1-1/2" P F
BURIED TOGETHER
Lv
Lv
Lv
(f)
s 9,
CRARYBENCHM
THEAST CORNEA
6RETE PAD
V►'/88 ELEVOI/ON = 78
/
/D /
SIGN
IAN) 40-
SS
i
REMOVE ORNAMENTAL TREE
OC)PJ
12LIYIAPL
106+00
TOP OF WATER= 779.8'
(APRIL 21, 2020)
J _
/
/
/
/
SAVE MAGNOLIA TREE
TWIN "ORNAMENTAL
10"MA
IO7TWIN 1"NOLL
14"MAGNOLIA 30\T
3(785.6' \
0
TOP OF RO
SANITAR _ ER MANHOL
= 789.1'
I�lLRIMIJI(VV)=781.1'
IN O, (SE)= 781.1'
N
Oa
�S Ss
BENCH
WOODEN ARBOR
s N
2
IA MY'
= 781.
OUTLET PROTECTION -
3 TONS CL-B RIPRAP
10 S.Y. GEOTEXTILE
= 780.7' - -
\ S'i ' REM_OVE TREES -/
REMOVE AND REPLACE BENCH
`��s \ \\ COORDINATE WITH CITY ON
\\ REINSTALLATION LOCATION.
SANITARY
TARY SEWERMANHOLE ---47��• •
RIM= 788.4'
INV IN (NVI0= 781.4',-- -� - - - _ �'
INV OUT (NE)= 780.2', �' -
—
BENCH -�� ▪ --- ---
/--
//. -'
7 7� ,▪ -- IRi7Q.5 C -
107+00
TOP OF WATER= 779.1'
(APRIL 22, 2020)
SANITARY SEWER MA OLE-
--RIM= 786.9'
V IN (SVV)= 780.1'
-- IN ®. SE)= 780.0'
792.3'
108+00
TOP OF WATER= 778.9'
(APRIL 22, 2020)
)8(784.4' ON".
790.8'
TWIN 14?5
0.0'
TOP OF WATER - i77.9'
(APRI , 2020)
110+00
0
H BASIN
IM= 788.2'
INV IN (NVI/)= 782.2'
l V OUT (SE)= 782.2'
C9
UM
es
109+00
_ j/�
TRASH
� I
/
TRANSMIS
TO ER --
CO FOOTING
0
788.5'
OF WATER= 777.8'
10" ORNAMENTAL PRIL 22, 2020)
789.4'
TOP OF W = 778.1'
(APRIL 22, 020)
J
U
H
ce
4
1
0
GRAPHIC SCALE IN FEET
0 15 30 60
HORIZONTAL
EXISTING GROUND
PROPOSED CHANNEL
EXISTING PEDESTRIAN
BRIDGE
CROSS VANE
CONSTRUCTED RIFFLE
LOG ROCK AND ROLL
RIFFLE
NOTES:
1) BOULDER STRUCTURES MAY REPLACE LOG
STRUCTURES, AS APPROVED BY ENGINEER, TO
USE ON SITE MATERIAL AS LONG AS BOULDERS
MEET SPECIFICATIONS AND DETAILS.
PLAN LEGEND
PROPOSED MINOR CONTOURS
— 27o — PROPOSED MAJOR CONTOURS
BOULDER TOE PROTECTION
(IIIIIJ
piffimra
Wroil
ROCK TOE PROTECTION
EXISTING TREE TO BE REMOVED
FLOODPLAIN BENCH
LOG VANE
ROCK CROSS VANE
HP RAP
LOG ROCK AND ROLL
RIFFLE
NORTH
GRAPHIC SCALE IN FEET
0 15 30 60
No.
REVISIONS
DATE
BY
pf:mley)» Horn
© 2021 KIMLEY—HORN AND ASSOCIATES, INC.
421 FAYETTEVILLE STREET, STE. 600, RALEIGH NC 27601
PHONE: [phone] FAX: [phone]
VWWV.KIMLEY-HORN.COM
NC LICENSE #F-0102
KHA PROJECT
011462061
DATE
5/14/2021
SCALE AS SHOWN
DESIGNED BY
JLM
DRAWN BY
DLH
CHECKED BY
JLM
GREENSBORO ARBORETUM
STREAM RESTORATION
PREPARED FOR
CITY OF GREENSBORO
CITY OF GREENSBORO
NC
PRELIMINARY
lb
•
4 yip
r ; _
044608
•......•
NOT FOR CONSTRUCTION
PLAN AND PROFILE
SHEET NUMBER
08

is intended only for the specific purpose and client for which it was prepared, Reuse of and improper reliance on this document without written authorization and adaptation by Kimley—Horn and Associates, Inc, shall be without liability to Kimley—Horn and Associates, Inc,
This document, together with the concepts and designs presented herein, as an instrument of service,
780
+17.45
G WATER LINE
DIP
7.11
780
776
PEDESTRIAN BRIDGE
._z"N
i_ R N Lli J
cnwcnw
776
—1
h--
13+75.00
773.30
0
co
+r'
o
+N
o
M °Cs1
o
°
o
Na
\
--'
/
\
v
w
Qw
Nw
••>
u)w
�>
HJ
u)w
—>
HJ
u)w
V)w
W
772
772
/
. —
1_I_I_I..
.'
,t-
/
= - -
.
768
768
CONSTRUCTED CONSTRUCTED
RIFFLE RIFFLE
1
1
0
N
0
N
N.
N
o
N
N.
^
N
o
N
-o
0
111+00
0
DUKEbNE RGY R/W LIMITS
T
G)
co
TOUTLET PROTECTION
2 TONS CL-B RIPRAP
----7 S.Y. GEOTEXTILE
\>O
'T
<22 0>>.
-s-
GRASS \
110g
ss/e<
F
112+00
/5/<22 2 2O/
/—
'OHE
113+00
UGE
�8„RCP
6�S s2
4frA
O!,°>>• 9ti
>>
s�,
UGE URGE _______
E>6
O<F
114+00
�gAq���a 1
BANK STABILIZATION
7 TONS CL-1 RIPRAP./
15 S.Y. GEOTEXTILE
LODJ
BANK STABILIZATION
`7 TONS CL-1 RIPRAP
15 S.Y. GEOTEXTILE
ION
UGE
68,
UGE
UGE
115+00
'�vVG 4 J\ 1'v' =off
1 BANK STABILIZATION O
3 TONS CL-1 RIPRAP,ia
11 S.Y. GEOTEXTILE 1-
•
_°F
116+00
�s —LOD CLOD CLOD LOD �L -LO
D
'706;' BANK STABILIZATION �FijiL, { �. ❑ �i
o ® �qti 3 TONS CL-1 RIPRAP
S.Y. GEOTEXTILE
SEE
UGE
/ GRASS
uGE
�>�p >6 sr 3
• sr,
UGE
WENDOV
4
2
1
0
PROFILE LEGEND
EXISTING SANITARY
SEWER/WATER LINE
EXISTING GROUND
PROPOSED CHANNEL
EXISTING PEDESTRIAN
BRIDGE
CROSS VANE
CONSTRUCTED RIFFLE
LOG ROCK AND ROLL
RIFFLE
GRAPHIC SCALE IN FEET
0 15 30 60
HORIZONTAL
NOTES:
1) BOULDER STRUCTURES MAY REPLACE LOG
STRUCTURES, AS APPROVED BY ENGINEER, TO
USE ON SITE MATERIAL AS LONG AS BOULDERS
MEET SPECIFICATIONS AND DETAILS.
PLAN LEGEND
PROPOSED MINOR CONTOURS
— 270 — PROPOSED MAJOR CONTOURS
VFOXIAM
BOULDER TOE PROTECTION
ROCK TOE PROTECTION
EXISTING TREE TO BE REMOVED
FLOODPLAIN BENCH
LOG VANE
ROCK CROSS VANE
HP RAP
LOG ROCK AND ROLL
RIFFLE
GRAPHIC SCALE IN FEET
0 15 30 60
No.
REVISIONS
DATE
BY
i'mley»>Horn
© 2021 KIMLEY—HORN AND ASSOCIATES, INC.
421 FAYETTEVILLE STREET, STE. 600, RALEIGH NC 27601
PHONE: [phone] FAX: [phone]
VWWV.KIMLEY-HORN.COM
NC LICENSE #F-0102
KHA PROJECT
011462061
DATE
5/14/2021
SCALE AS SHOWN
DESIGNED BY JLM
DRAWN BY DLH
CHECKED BY JLM
GREENSBORO ARBORETUM
STREAM RESTORATION
PREPARED FOR
CITY OF GREENSBORO
CITY OF GREENSBORO
NC
PRELIMINARY
01111111____4
• :@ �9;
• 4 SEAL
044608•
• ..........
���
NOT FOR CONSTRUCTION
PLAN AND PROFILE
SHEET NUMBER
09

PROFILE LEGEND
0 EXISTING SANITARY
SEWER/WATER LINE
This document, together with the concepts and designs presented herein, as an instrument of service,
0
O
N
N
121+00
N
N
122+00
780
776
772
768
w
w
1n
>-
a I
tn
NzQ
c u o
+oo
Z N
Q(n W
H X N
U) W VI
O
O
o0
CONSTRUCTED
RIFFLE
O
O
ROIK AND ROLL
RIFFLE
O
N
tri O00o
Or
N
1- W
H J
(/)w
CONSTRUCTED
RIFFLE
N
O
1b
N
w
W
CONSTRUCTED
RIFFLE
O
N
N
N
W
J
w
0.67X
CONSTRUCTED
RIFFLE
r
780
776
772
768
0
cN
N
N
117+00
ASPHAL
• bOD
tRA SS A�
DO NOT DISTURB BEEHIVES
OR EXISTING FENCING
GRASS
s)G,�---1_d0g
N ARBOR
oo
cN
N
N
118+00
BANK STABILIZATION
3 TONS CL-1 RIPRAP
w' 11 S.Y. GEOTEXTILE ' ' ----
0
N
N
N
119+00
GRASS
BANK STABILIZATION
3 TONS CL-1 RIPRAP
11 S.Y. GEOTEXTILE
GRASS -
5n-727-7797-
N
N
120+00
( \` -
-OUTLET PROTECTION / ` `�_
3 TONS CL-B RIPRAP /
10 S.Y. GEOTEXTILE
4
J
0
F 2
WQ'
1
0
GRAPHIC SCALE IN FEET
0 15 30 60
HORIZONTAL
EXISTING GROUND
PROPOSED CHANNEL
EXISTING PEDESTRIAN
BRIDGE
CROSS VANE
CONSTRUCTED RIFFLE
LOG ROCK AND ROLL
RIFFLE
NOTES:
1) BOULDER STRUCTURES MAY REPLACE LOG
STRUCTURES, AS APPROVED BY ENGINEER, TO
USE ON SITE MATERIAL AS LONG AS BOULDERS
MEET SPECIFICATIONS AND DETAILS.
PLAN LEGEND
PROPOSED MINOR CONTOURS
— no — PROPOSED MAJOR CONTOURS
BOULDER TOE PROTECTION
(I1111)
ROCK TOE PROTECTION
EXISTING TREE TO BE REMOVED
FLOODPLAIN BENCH
LOG VANE
ROCK CROSS VANE
HP RAP
LOG ROCK AND ROLL
RIFFLE
GRAPHIC SCALE IN FEET
0 15 30 60
No.
REVISIONS
DATE
BY
i'mley»>Horn
© 2021 KIMLEY—HORN AND ASSOCIATES, INC.
421 FAYETTEVILLE STREET, STE. 600, RALEIGH NC 27601
PHONE: [phone] FAX: [phone]
VWWV.KIMLEY-HORN.COM
NC LICENSE #F-0102
KHA PROJECT
011462061
DATE
5/14/2021
SCALE AS SHOWN
DESIGNED BY JLM
DRAWN BY DLH
CHECKED BY JLM
GREENSBORO ARBORETUM
STREAM RESTORATION
PREPARED FOR
CITY OF GREENSBORO
CITY OF GREENSBORO
NC
PRELIMINARY
*. oF@S�o•.;.y9;;
: @ Tv, :
SEAL •_
044608
yip........•
NOT FOR CONSTRUCTION
PLAN AND PROFILE
SHEET NUMBER
10

This document, together with the concepts and designs presented herein, as an instrument of service,
ce
cr
J
l.1
0
EXISTING GROUND
STA 100+00 TO 101+25
STA 103+00 TO 104+55
STA 117+00 TO 118+50
NOT TO SCALE
TIE TO EXISTING
BANKFULL
BENCH
3.0'
1%
TIE TO EXISTING
EXISTING GROUND
EXISTING GROUND
STA 111+50 TO 113+00
NOT TO SCALE
NOTE: SEE PLAN AND PROFILE SHEETS FOR GRADING
BANKFULL
BENCH
3.0'
1%
TIE TO EXISTING
STA 101+25 TO 103+00
STA 105+50 TO 107+00
NOT TO SCALE
EXISTING GROUND
TIE TO EXISTING
STA 113+00 TO 115+25
STA 118+50 TO 120+00
NOT TO SCALE
EXISTING GROUND
TIE TO EXISTING
STA 107+00 TO 108+00
NOT TO SCALE
TIE TO EXISTING
BANKFULL BENCH
.0' 3.0'
STA 115+25 TO 117+00
NOT TO SCALE
TIE TO EXISTING
EXISTING GROUND
BANKFULL
BENCH
3.0'
EXISTING GROU
STA 108+00 TO 111+50
NOT TO SCALE
EXISTING GROUND
STA 120+00 TO 122+40
NOT TO SCALE
".imley»>Horn
© 2021 KIMLEY—HORN AND ASSOCIATES, INC.
421 FAYETTEVILLE STREET, STE. 600, RALEIGH NC 27601
PHONE: [phone] FAX: [phone]
VWWV.KIMLEY-HORN.COM
NC LICENSE #F-0102
KHA PROJECT
011462061
DATE
5/14/2021
SCALE AS SHOWN
DESIGNED BY JLM
DRAWN BY DLH
GREENSBORO ARBORETUM
STREAM RESTORATION
PREPARED FOR
CITY OF GREENSBORO
CITY OF GREENSBORO
PRELIMINARY
ftS S• *,';
4 SEAL r •
;
044608
1.1.4-1::: ''',,tl'jit.: • ! L !4.!; lllll
:,.:4;1?`
TYPICAL SECTIONS
SHEET NUMBER
11
No.
REVISIONS
DATE
BY
CHECKED BY JLM
NC
NOT FOR CONSTRUCTION

0
0
and adaptation by Kimley—Horn and Associates,
0
on this document without written
of and improper
instrument of service,
This document, together
EROSION CONTROL GENERAL NOTES:
1. TOTAL DISTURBED AREA = 3.91 ACRES
2. SOIL TYPES: CONGAREE LOAM (CoA) AND MADISON SANDY LOAM (MaD)
3. REFER TO SHEET 02, GENERAL NOTES, FOR THE PROJECT CONSTRUCTION SEQUENCE.
4. EROSION AND SEDIMENT CONTROL (E&SC) PERMIT AND CERTIFICATE OF COVERAGE (COC) MUST BE OBTAINED
BEFORE ANY LAND DISTURBING ACTIVITIES OCCUR. THE CONTRACTOR SHALL BE FAMILIAR WITH THE EROSION AND
SEDIMENT CONTROL REQUIREMENTS OF THE DRAWINGS, AS WELL AS, THE REQUIREMENTS SPECIFIED IN THE PROJECT
SPECIAL CONDITIONS. PER NPDES REQUIREMENTS, A RAIN GAUGE, SELF -INSPECTIONS RECORDS, PERMIT, CERTIFICATE
OF COVERAGE, AND ES&C PLAN ARE REQUIRED TO BE MAINTAINED ON SITE AND ACCESSIBLE DURING INSPECTION.
IT IS RECOMMENDED THAT THESE ITEMS BE PLACED IN A PERMITS BOX AT THE BEGINNING OR ENTRANCE OF
PROJECT.
5. THE CONTRACTOR SHALL CONDUCT SELF -INSPECTIONS OF THE EROSION AND SEDIMENTATION CONTROL MEASURES
AND COMPETE THE FOLLOWING COMBINED SELF -INSPECTION FORM FOUND ON THE DEMLR WEBSITE
https: //files.nc.gov/ncdeq/Energy%20Mineral%20and%20Land%20Resources/Stormwater/NPDES%20General%20Permits
/DEMLR-CSW-Monitoring-Form-Rev-August-8-2019.pdf. TWELVE MONTHS OF COMPLETE INSPECTION FORMS SHALL
BE KEPT ON -SITE AND AVAILABLE FOR INSPECTION AT ALL TIMES. IT IS RECOMMENDED A COPY BE KEPT IN A
PERMITS BOX.
6. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE CITY OF
GREENSBORO STANDARD DETAILS AND NORTH CAROLINA EROSION AND SEDIMENT CONTROL REGULATIONS.
7. ALL CONSTRUCTION WORK SHALL BE IN COMPLIANCE WITH REGULATIONS OF THE NATIONAL POLLUTANT DISCHARGE
ELIMINATION SYSTEM (NPDES) STORM WATER GENERAL PERMIT (NCG010000). THE CONTRACTOR SHALL BE
RESPONSIBLE FOR CONDUCTING, RECORDING AND SUBMITTING THE REQUIRED SELF -INSPECTION REPORTS TO THE
APPROPRIATE AGENCIES. PERMIT DOCUMENTATION CAN BE FOUND IN THE PROJECT SPECIAL CONDITIONS.
8. FOLLOWING APPROVAL OF THE PROJECT EROSION CONTROL INSPECTOR, ALL TEMPORARY EROSION AND SEDIMENT
CONTROL MEASURES SHALL BE REMOVED WITHIN 21 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE
TEMPORARY MEASURES ARE NO LONGER NEEDED. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING
FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER
EROSION AND SEDIMENTATION. ALL LAND -DISTURBING ACTIVITIES ARE TO BE PLANNED AND CONDUCTED TO DISTURB
ONLY WHAT CAN BE STABILIZED BY THE END OF THE DAY.
9. SEE PLANTING NOTES AND DETAILS (SHEET 26) FOR LOCATION OF COIR MATTING INSTALLATION.
10. PHOTOGRAPHS OF EXISTING CONDITIONS OF CURB AND GUTTER, FENCING, PAVEMENT, GREENWAY, LIGHT POSTS,
PEDESTRIAN BRIDGE, AND ANY OTHER FEATURES SHALL BE PROVIDED TO THE CITY BEFORE WORK BEGINS. ANY
DAMAGE TO EXISTING STRUCTURES OR FEATURES SHALL BE REPAIRED AT THE COST OF THE CONTRACTOR. SEE
SPECIFICATIONS.
11. WHEN THE PROJECT IS COMPLETE, THE PERMITTEE SHALL CONTACT DEMLR TO CLOSE OUT THE E&SC PLAN. AFTER
DEMLR INFORMS THE PERMITTEE OF THE PROJECT CLOSE OUT, VIA INSPECTION REPORT, THE PERMITTEE SHALL VISIT
deq.nc.gov/NCG01 TO SUBMIT AN ELECTRONIC NOTICE OF TERMINATION (e-NOT). A $100 ANNUAL GENERAL PERMIT
SITE EROSION CONTROL MEASURES:
1. WHERE FEASIBLE, TREE PROTECTION FENCE MUST BE INSTALLED AROUND ALL TREES TO BE SAVED AT A MINIMUM
RADIUS OF 2.0' PER INCH DBH.
2. SILT FENCE AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN
ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES
PLACE.
3. AS CONSTRUCTION PROGRESSES, SILT FENCE SHALL BE RELOCATED AS NEEDED TO ENSURE THAT THE ENTIRE
UPSLOPE DISTURBED AREA IS COLLECTED FOR TREATMENT.
4. STABILIZATION MEASURES SHALL BE APPLIED TO PROPOSED EROSION AND SEDIMENT CONTROL STRUCTURES
IMMEDIATELY AFTER INSTALLATION.
5. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT ALL ACCESS LOCATIONS PER THE PLANS AND SPECIFICATIONS.
6. TEMPORARY SILT FENCE SHALL BE PROVIDED BETWEEN STREAMS AND ALL DISTURBED AREAS THAT DRAIN TOWARD
THE STREAM, UNTIL GROUND COVER IS REESTABLISHED.
7. SILT FENCE STONE OUTLETS SHALL BE CONSTRUCTED IN LOW LYING AREAS AND AREAS OF CONCENTRATED FLOW
ALONG THE LENGTH OF TEMPORARY SILT FENCING AND AT LEAST EVERY 150'. IF LOCATIONS ARISE DURING THE
COURSE OF CONSTRUCTION WHERE THE TEMPORARY SILT FENCE BECOMES OVERWHELMED WITH OVERLAND FLOW AND
FAILS, THE CONTRACTOR SHALL REPAIR THESE AREAS WITH SILT FENCE OUTLETS.
8. DURING CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ADDITIONAL EROSION CONTROL
MEASURES NOT SHOWN ON THE PLANS BUT NECESSARY TO CONTROL EXCESS SEDIMENT, AS DETERMINED BY THE
ENGINEER OR EROSION CONTROL INSPECTOR.
1
STAGING. STOCKPILES AND HAUL ROAD AREAS:
SPECIFIED AREAS SHOWN ON THE EROSION AND SEDIMENT CONTROL PLANS HAVE BEEN ESTABLISHED AS HAUL
ROADS AND STAGING AREAS, AND TEMPORARY STOCKPILE LOCATIONS. WITH PRIOR WRITTEN APPROVAL, AND
REVISED PLAN IF REQUIRED, THE CONTRACTOR MAY MODIFY THE PROPOSED LOCATION OF STOCKPILE AREAS ALONG
THE PROJECT, AS NECESSARY, TO CARRY OUT THE WORK. ALL TEMPORARY STOCKPILE AREAS MUST BE INSIDE THE
LIMITS OF CONSTRUCTION AND APPROVED BY THE DESIGNER. STOCKPILE AREAS SHOULD NOT BE LOCATED WITHIN
FORESTED AREAS. SILT FENCE SHALL BE REQUIRED IN AREAS WHERE LOOSE SOIL HAS BEEN PLACED IN THE
STAGING AND STOCKPILING AREAS.
2. IF ANY MATERIAL IS TRANSPORTED OFFSITE, IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT OFF -SITE
MATERIAL IS TAKEN TO A PERMITTED FACILITY AND THIS ACTION IS CONDUCTED IN A MANNER THAT IS CONSISTENT
WITH THE APPROVED EROSION CONTROL PERMIT, OR A REVISED PLAN MUST BE OBTAINED PRIOR TO TRANSPORTING
MATERIAL.
3. EXCAVATED MATERIAL MAY BE TEMPORARILY STOCKPILED IN THE TEMPORARY STAGING AND STOCKPILE AREAS.
4. ALL HAUL ROAD AND TEMPORARY STOCKPILE LOCATIONS ONSITE MAY BE ADJUSTED IN THE FIELD TO PROTECT
EXISTING TREES IDENTIFIED TO BE SAVED. THE FINAL STAKING OF THE HAUL ROADS SHALL BE APPROVED BY THE
DESIGNER BEFORE CLEARING COMMENCES.
IN -STREAM EROSION CONTROL MEASURES:
THE PROJECT CONSTRUCTION AREA IS LOCATED WITHIN AN ACTIVE FLOODPLAIN AND SUBJECT TO REGULAR
FLOODING. AS SUCH, THE CONTRACTOR SHALL LIMIT THE DAILY WORK AREA TO A STREAM AND FLOODPLAIN
SECTION THAT CAN BE COMPLETELY CONSTRUCTED AND STABILIZED WITHIN A SINGLE DAY. A COMPLETED AND
STABILIZED WORK AREA SHALL BE AT FINAL GRADE WITH MATTING, TEMPORARY SEEDING, AND/OR MULCH IN PLACE.
2. IN THE EVENT THAT THE WORK AREA CANNOT BE COMPLETED BY THE END OF THE WORK DAY, THE CONTRACTOR \/ \
SHALL BE RESPONSIBLE FOR PROVIDING ADDITIONAL STABILIZATION AND EROSION AND SEDIMENT CONTROL \
MEASURES TO PROTECT THE COMPLETED WORK FROM DAMAGE. ALL ADDITIONAL MEASURES MUST BE APPROVED BY
THE ENGINEER.
3. ALL WORK FOR THE STREAM SHALL BE PERFORMED FROM THE
STREAM CHANNEL BANK, UNLESS STREAM DIVERSION
IS INSTALLED SO THAT STREAM CHANNEL WORK IS COMPLETED "IN THE DRY."
EROSION CONTROL MAINTENANCE:
EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED CONTINUOUSLY, RELOCATED WHEN AND AS
NECESSARY, AND SHALL BE CHECKED AFTER EVERY RAINFALL. SEEDED AREAS SHALL BE CHECKED REGULARLY
AND SHALL BE WATERED, FERTILIZED, RESEEDED AND MULCHED AS NECESSARY TO OBTAIN A DENSE STAND OF
GRASS.
2. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE
CLEANED IMMEDIATELY AND CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED
FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA.
STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER.
3. WHEN A CONSTRUCTION ENTRANCE HAS BEEN COVERED WITH SOIL OR HAS BEEN PUSHED INTO THE SOIL BY
CONSTRUCTION TRAFFIC, IT SHALL BE REPLACED WITH A DEPTH OF STONE EQUAL TO THAT OF THE ORIGINAL
APPLICATION, OR OTHERWISE REINSTALLED PER THE ORIGINAL APPLICATION.
4. COIR FIBER MATTING SHALL BE MONITORED AND REPAIRED AS NECESSARY UNTIL GROUND COVER IS ESTABLISHED.
COIR FIBER MATTING SHALL BE LAID IN SUCH A WAY THAT GOOD CONTACT WITH THE GROUND IS ESTABLISHED.
IF GOOD CONTACT IS NOT ESTABLISHED, OR EROSION OCCURS UNDER THE COIR FIBER MATTING, THEN THE BANK
SHALL BE REPAIRED AND THE MATTING RESECURED.
5. SHOULD THE SILT FENCE FABRIC COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO REDUCE PRESSURE ON THE FENCE; AVOID UNDERMINING SILT
FENCE DURING CLEANOUT.
e, a,'M 8,711
7
WALKER AVE
F
i
i
NG
I
\
\
\�
\
\
\
L
\ \
\ //
/
\ /
\ \ //
\ 7
/
/
\
EROSION CONTROL LEGEND
- LOD - LIMITS OF DISTURBANCE
CONCRETE JERSEY BARRIER
SILT FENCE
TREE PROTECTION FENCE
COMBO SILT FENCE/
TREE PROTECTION FENCE
COFFER DAM
TURBIDITY CURTAIN
EXISTING TREE TO BE REMOVED
///
-TPF-
/// TP F-
CD
SC
GDB
111111ll!I11111111ill!I11
PUMP AROUND OPERATION
GEOTEXTILE DIRT BAG
TIMBER MAT
,, ">14 TEMPORARY CONSTRUCTION
ENTRANCE
IMEN
TEMPORARY HAUL ROAD
TEMPORARY STAGING AREA
TEMPORARY DEEP STREAM
CROSSING
NORTH
GRAPHIC SCALE IN FEET
0 50 100 200
\
\
\
\
Kimley» Horn
© 2021 KIMLEY-HORN AND ASSOCIATES, INC.
421 FAYETTEVILLE STREET, STE. 600, RALEIGH NC 27601
PHONE: [phone] FAX: [phone]
VWWV.KIMLEY-HORN.COM
NC LICENSE #F-0102
KHA PROJECT
011462061
DATE
5/14/2021
SCALE AS SHOWN
DESIGNED BY JLM
GREENSBORO ARBORETUM
STREAM RESTORATION
PREPARED FOR
CITY OF GREENSBORO
PRELIMINARY
EROSION AND SEDIMENT
CONTROL KEY SHEET
SHEET NUMBER
12
No.
REVISIONS
DATE
BY
DRAWN BY DLH
CHECKED BY JLM
CITY OF GREENSBORO
NC

NOTES:
1) CONTRACTOR IS TO TAKE EVERY PRECAUTION NECESSARY TO
PROTECT THE GREENWAY TRAIL (WHETHER THAT'S PLATES, MATS,
RUBBER TIRED EQUIPMENT WHERE POSSIBLE, ETC.). THIS INCLUDES
BUT IS NOT LIMITED TO CROSSING GREENWAY IN ONLY ONE
LOCATION. IF THE ENGINEER AND OWNER DO NOT BELIEVE THAT THE
PROPER PRECAUTIONS WERE TAKEN BY THE CONTRACTOR, THEN THE
CONTRACTOR IS SOLELY RESPONSIBLE FOR THE REPAIR.
2) NCDOT REQUIRES THAT CONTRACTOR HAS EQUIPMENT (WATER TRUCK,
SWEEPER, ETC.) ON SITE AT ALL TIMES DURING OPERATION TO
ENSURE THAT DEBRIS IS NOT ON THE PAVEMENT AND THEIR OFFICE
RESERVES THE RIGHT TO STOP OPERATION IF TRAFFIC ISSUES OR
DEBRIS (SAFETY ISSUE) IS ON ROADWAY. CONTRACTOR WILL
DETERMINE HOW LONG WILL THE DRIVE BE NEEDED. SINCE THIS IS A
TEMPORARY DRIVE THEIR OFFICE WILL WAIVER THE $50.00 INSPECTION
FEE
3) CHANNEL WORK MUST BE COMPLETED "IN THE DRY". TO CONSTRUCT
STRUCTURES IN STREAM CHANNEL, FLOW TO BE DIVERTED AROUND
WORK AREA AND SILT CURTAIN INSTALLED DOWNSTREAM, TO REDUCE
SEDIMENT ENTERING DOWNSTREAM CHANNEL. STRUCTURE MAY BE
BUILT IN SECTIONS TO WORK "IN THE DRY" STREAM DIVERSION AREA.
4) SILT FENCE TO BE INSTALLED ON STREAM SIDE OF HAUL ROAD
EXCEPT WHEN STREAM BANK REPAIR IS BEING CONSTRUCTED, AND
SHOULD BE RE —INSTALLED AT THE END OF EACH WORK DAY AND
WHEN ACCESS IS NOT REQUIRED FOR BANK REPAIR.
5) SEE PLANTING NOTES AND DETAILS ( SHEET 26) FOR LOCATION OF
COIR MATTING INSTALLATION.
/
0
is intended
This document, together with the concepts and designs presented herein, as an instrument of service,
GRASS
ems/
o
0
<&'fib,
CONTRACTOR TO PLACE
DOUBLE SILT FENCE AROUND
TEMPORARY STAGING AREAS
'•' jO6
8s ,
r.
STAGING AREA
sT0 I
/ti /,l, nt/1/'9iI/
T/ J 8,6,_,SS
CONTRACTOR TO AVOID USING
EXISTING PEDESTRIAN BRIDGE
STONE PA I°
790
ASHPHALT
.. / GJO
AGINIIMMIIMMIN 9�1i®.I
Illt..._.•0l , ....
S�yo . 11M1MNIMEMEINMEIME
u•�1111 �111:
.., ..�®npi�u■ II.,
�.. mom.■
-"miLl
T -
zzz
/
•
Ae
/ BURIED TOGETHER
/ / / ./., /
/ SAVE JAPANESE MAPLE TREE
/ / // / //
�
/
80/
SAVE JAPANESE MAPLE TREE. CONTRACTOR TOl
i
7-
SAVE MAPLE TREE
REMOVE MAPLE TREE
CONTRACTOR SHALL INSTALL
UTILITY PROTECTION IN
LOCATIONS WHERE EQUIPMENT
CROSSES SANITARY SEWER OR
MATERIALS ARE STOCKPILED
iBT EXAMPLE OF GREENWAY
<<cL0 PROTECTION. SEE NOTE #1.
N
•
�--,REMOVE ORNAMENTAL TREE
•Ov, -� ♦�
1- ❑ �. .�
Q REMOVE AND REPLACE BENCH. — \
COORDINATE WITH CITY ON, \
SAVE MAGNOLIA TREE F. REINSTALLATION LOCATION. •ASS \
--CONTACT PARKS AND RECREATION TO HANDLE 1//
_PRUNING OF JAPANESE MAPLE TREE. _`- -' ------ -___ I�
REMOVE HOLLY TREES
EXCAVATE AREA AS NEEDED TO ACCESS
UGE SITE AND TO CONSTRUCT CONSTRUCTION
ENTRANCE. AVOID DISTURBING EXISTING
UNDERGROUND ELECTRIC LINE.
sq� /
8,36/ WENDOVER AVENUE
SEE GENERAL NOTE SHEET 02
FOR TRAFFIC CONTROL NOTES.
/ 6
(\ SAVE MAGNOLIA TREE
REMOVE TREES
`s-9,1,/ I I V
-.1')-_I I I ��
CONTRACTOR TO PLACE __
DOUBLE SILT FENCEis. AROUND \�
TEMPORARY STAGING AREAS-__-_-_--11/1/..A.;":2,07:5:7:57....1,_...-: _ _ 7 ,__
EXAMPLE OF STREAM DIVERSION OPERATION TO INSTALL
IN -STREAM STRUCTURES. ALL WORK MUST BE COMPLETED
"IN THE DRY." STREAM DIVERSION MAY BE MOVED ACROSS
CHANNEL AS WORK IS COMPLETED ON STRUCTURES THAT
SPAN THE CHANNEL. SILT CURTAIN TO BE INSTALLED
DOWNSTREAM OF STREAM DIVERSION OPERATIONS TO
PREVENT SEDIMENT FROM ENTERING DOWNSTREAM CHANNEL.
EROSION CONTROL LEGEND
- LOD - LIMITS OF DISTURBANCE
CONCRETE JERSEY BARRIER
SILT FENCE
TREE PROTECTION FENCE
///
-TPF-
/// TP F-
_ 8 8
CD -
SC -
COMBO SILT FENCE/
TREE PROTECTION FENCE
COFFER DAM
TURBIDITY CURTAIN
EXISTING TREE TO BE REMOVED
\__..._ PUMP AROUND OPERATION
GDB
Illllilllllllllllilllll
GEOTEXTILE DIRT BAG
TIMBER MAT
>vsi TEMPORARY CONSTRUCTION
ENTRANCE
TEMPORARY HAUL ROAD
TEMPORARY STAGING AREA
TEMPORARY DEEP STREAM
CROSSING
GRAPHIC SCALE IN FEET
0 15 30 60
No.
REVISIONS
DATE
BY
i'mley»>Horn
© 2021 KIMLEY—HORN AND ASSOCIATES, INC.
421 FAYETTEVILLE STREET, STE. 600, RALEIGH NC 27601
PHONE: [phone] FAX: [phone]
VWWV.KIMLEY-HORN.COM
NC LICENSE #F-0102
KHA PROJECT
011462061
DATE
5/14/2021
SCALE AS SHOWN
DESIGNED BY JLM
DRAWN BY DLH
CHECKED BY JLM
GREENSBORO ARBORETUM
STREAM RESTORATION
PREPARED FOR
CITY OF GREENSBORO
CITY OF GREENSBORO
NC
PRELIMINARY
@ �;
4 SEAL _
044608
#,#/it. ......... 4 :two4t:•. :: ::
NOT FOR CONSTRUCTION
EROSION AND SEDIMENT
CONTROL PLANS
SHEET NUMBER
13

NOTES:
1) CONTRACTOR IS TO TAKE EVERY PRECAUTION NECESSARY TO
PROTECT THE GREENWAY TRAIL (WHETHER THAT'S PLATES, MATS,
RUBBER TIRED EQUIPMENT WHERE POSSIBLE, ETC.). THIS INCLUDES
BUT IS NOT LIMITED TO CROSSING GREENWAY IN ONLY ONE
LOCATION. IF THE ENGINEER AND OWNER DO NOT BELIEVE THAT THE
PROPER PRECAUTIONS WERE TAKEN BY THE CONTRACTOR, THEN THE
CONTRACTOR IS SOLELY RESPONSIBLE FOR THE REPAIR.
2) NCDOT REQUIRES THAT CONTRACTOR HAS EQUIPMENT (WATER TRUCK,
SWEEPER, ETC.) ON SITE AT ALL TIMES DURING OPERATION TO
ENSURE THAT DEBRIS IS NOT ON THE PAVEMENT AND THEIR OFFICE
RESERVES THE RIGHT TO STOP OPERATION IF TRAFFIC ISSUES OR
DEBRIS (SAFETY ISSUE) IS ON ROADWAY. CONTRACTOR WILL
DETERMINE HOW LONG WILL THE DRIVE BE NEEDED. SINCE THIS IS A
TEMPORARY DRIVE THEIR OFFICE WILL WAIVER THE $50.00 INSPECTION
FEE
3) CHANNEL WORK MUST BE COMPLETED "IN THE DRY". TO CONSTRUCT
STRUCTURES IN STREAM CHANNEL, FLOW TO BE DIVERTED AROUND
WORK AREA AND SILT CURTAIN INSTALLED DOWNSTREAM, TO REDUCE
SEDIMENT ENTERING DOWNSTREAM CHANNEL. STRUCTURE MAY BE
BUILT IN SECTIONS TO WORK "IN THE DRY" STREAM DIVERSION AREA.
4) SILT FENCE TO BE INSTALLED ON STREAM SIDE OF HAUL ROAD
EXCEPT WHEN STREAM BANK REPAIR IS BEING CONSTRUCTED, AND
SHOULD BE RE -INSTALLED AT THE END OF EACH WORK DAY AND
WHEN ACCESS IS NOT REQUIRED FOR BANK REPAIR.
5) SEE PLANTING NOTES AND DETAILS ( SHEET 26) FOR LOCATION OF
COIR MATTING INSTALLATION.
This document, together with the concepts and designs presented herein, as an instrument of service,
GRASS
EXAMPLE OF GREENWAY
PROTECTION. SEE NOTE #1.
DUKE ENERGY R
III�IIIIII�I�� ���4 0 '
i ! 9
• ao�111��I�i��I����i����p������E�l���,�0ii�1 �JBB�gg+lijj���Ri p ��•;
. �A�9l�e �l�ll�'�H1®
�A
• ��2���i����Sm
yam: •�-`�s�
C,9
1s)o • ,
-OHt
Ir —
GRASS ��-
77
OHE
CONTRACTOR TO PLACE CONCRETE
JERSEY BARRIER AROUND TOWER
10" OFF OR AS WORK ALLOWS
�--� 0,6q10100-� ,��" WC-& (1) 1-1/2' \ \ \����... .
iEpTOGET 41,0S61
��' �� �\ *' ��,•
— BUR L\✓_ F �`00�1`��a �` �. .a—' - �/J
(1)
LIMITS
0
HE
o
CONTRACTOR TO PLACE CONCRETE-
' JERSEY BARRIER AROUND TOWER
\);' 10" OFF OR AS WORK ALLOWS
-94
- I /
R \\ / I
\ ..--------N I
FT \ 6�/Lc /) (\ \ \
5FT
1305
UGE
U 76 RC
S).47,
_- CONTRACTOR TO PLACE CONCRETE
JERSEY BARRIER AROUND TOWER
10" OFF OR AS WORK ALLOWS
UG1E UGE--------
EROSION CONTROL LEGEND
— LOD — LIMITS OF DISTURBANCE
CONCRETE JERSEY BARRIER
SILT FENCE
TREE PROTECTION FENCE
COMBO SILT FENCE/
TREE PROTECTION FENCE
COFFER DAM
TURBIDITY CURTAIN
EXISTING TREE TO BE REMOVED
///
—TPF—
/// TP F—
CD —
SC —
\__..._ PUMP AROUND OPERATION
GDB
Illllilllllllllllilllll
GEOTEXTILE DIRT BAG
TIMBER MAT
>A TEMPORARY CONSTRUCTION
ENTRANCE
TEMPORARY HAUL ROAD
TEMPORARY STAGING AREA
TEMPORARY DEEP STREAM
CROSSING
GRAPHIC SCALE IN FEET
0 15 30 60
i'mley»>Horn
© 2021 KIMLEY-HORN AND ASSOCIATES, INC.
421 FAYETTEVILLE STREET, STE. 600, RALEIGH NC 27601
PHONE: [phone] FAX: [phone]
VWWV.KIMLEY-HORN.COM
NC LICENSE #F-0102
KHA PROJECT
011462061
DATE
5/14/2021
SCALE AS SHOWN
DESIGNED BY JLM
DRAWN BY DLH
GREENSBORO ARBORETUM
STREAM RESTORATION
PREPARED FOR
CITY OF GREENSBORO
CITY OF GREENSBORO
PRELIMINARY
/4?4**".409\
4 SEAL e
044608
%11.y••••..•••• �
EROSION AND SEDIMENT
CONTROL PLANS
SHEET NUMBER
14
No.
REVISIONS
DATE
BY
CHECKED BY JLM
NC
NOT FOR CONSTRUCTION

NOTES:
1) CONTRACTOR IS TO TAKE EVERY PRECAUTION NECESSARY TO
PROTECT THE GREENWAY TRAIL (WHETHER THAT'S PLATES, MATS,
RUBBER TIRED EQUIPMENT WHERE POSSIBLE, ETC.). THIS INCLUDES
BUT IS NOT LIMITED TO CROSSING GREENWAY IN ONLY ONE
LOCATION. IF THE ENGINEER AND OWNER DO NOT BELIEVE THAT THE
PROPER PRECAUTIONS WERE TAKEN BY THE CONTRACTOR, THEN THE
CONTRACTOR IS SOLELY RESPONSIBLE FOR THE REPAIR.
2) NCDOT REQUIRES THAT CONTRACTOR HAS EQUIPMENT (WATER TRUCK,
SWEEPER, ETC.) ON SITE AT ALL TIMES DURING OPERATION TO
ENSURE THAT DEBRIS IS NOT ON THE PAVEMENT AND THEIR OFFICE
RESERVES THE RIGHT TO STOP OPERATION IF TRAFFIC ISSUES OR
DEBRIS (SAFETY ISSUE) IS ON ROADWAY. CONTRACTOR WILL
DETERMINE HOW LONG WILL THE DRIVE BE NEEDED. SINCE THIS IS A
TEMPORARY DRIVE THEIR OFFICE WILL WAIVER THE $50.00 INSPECTION
FEE
3) CHANNEL WORK MUST BE COMPLETED "IN THE DRY". TO CONSTRUCT
STRUCTURES IN STREAM CHANNEL, FLOW TO BE DIVERTED AROUND
WORK AREA AND SILT CURTAIN INSTALLED DOWNSTREAM, TO REDUCE
SEDIMENT ENTERING DOWNSTREAM CHANNEL. STRUCTURE MAY BE
BUILT IN SECTIONS TO WORK "IN THE DRY" STREAM DIVERSION AREA.
4) SILT FENCE TO BE INSTALLED ON STREAM SIDE OF HAUL ROAD
EXCEPT WHEN STREAM BANK REPAIR IS BEING CONSTRUCTED, AND
SHOULD BE RE -INSTALLED AT THE END OF EACH WORK DAY AND
WHEN ACCESS IS NOT REQUIRED FOR BANK REPAIR.
5) SEE PLANTING NOTES AND DETAILS ( SHEET 26) FOR LOCATION OF
COIR MATTING INSTALLATION.
uJ
LtJ
cn
w
w
z
J
U
This document, together with the concepts and designs presented herein, as an instrument of service,
zo
A
m m
•99 9 ,
' ? srp.
0
\\\\\\\\\\\\\\\�\���\\\\�\ Ju. ..-.-�il�
� C .a.u.er....a•.... � �■lam ��..I'�Z•7■
CONTRACTOR SHALL INSTALL TIMBER MATS IN
LOCATIONS WHERE EQUIPMENT CROSSES
SANITARY SEWER OR MATERIALS ARE STOCKPILED
EXAMPLE OF GREENWAY'
OFT �� PROTECTION. SEE NOTE #1.
�'e\e\e\ems\: _ _ __1.��.�__ =- .:_ _::�!!_ ...��._�►,i■,.��
Germ■p■p■ III amar_
�■u�MalnaliaMaa27Li■n■�u■
4.11111MraMMI_■■-MinehillUMMUMOOIAMMEIII I:■.�.
�� Y `rt
o
.�■r� Tait•=sue
x3�
�z ■
■
m
fib•
IiL7i7 L�C9
N. -- / --J
_ r q4/
STAGING AREA
100,
ii:���
-- ----- �oF =tt
1,)"__..._ III1 ....
_.
N'N\trAt\%\"\V"SYVIOMPSWalu�`\v`vw�e� al �, w� y, �, '' "_,vAv�w.vvvv v\v�vvv \\\�\\v��wc,
�wwvvwvvwvvwvv��
c° _.„.
0 �Ai tic `��■
Q GRASS q� Ate\\ear
CONTRACTOR TO PLACE
DOUBLE SILT FENCE AROUND
TEMPORARY STAGING AREAS
ASPHAL
� � � �� � � ��•� ����� � � � it
H�%A:
AOg --- GRASSY <
it c � 6 S'i -- 1�0 GRASS wSi a
� cti S�G'
--- CONTRACTOR SHALL INSTALL TIMBER MATS IN — ti ----
WOODEN ARBOR LOCATIONS WHERE EQUIPMENT CROSSES
—j __ SANITARY SEWER OR MATERIALS ARE STOCKPILED ___—
___ —
GRASS
DO NOT DISTURB BEEHIVES
OR EXISTING FENCING
S
i q�/T
G� (� 9�yS�
OG (/.' 4. GG"5'4 -
cn
m
m
Ln
m
m
EROSION CONTROL LEGEND
- LOD - LIMITS OF DISTURBANCE
CONCRETE JERSEY BARRIER
/// SILT FENCE
TPF - TREE PROTECTION FENCE
/// TPF- COMBO SILT
FENCE
CD COFFER DAM
SC TURBIDITY CURTAIN
( Y1 EXISTING TREE TO BE REMOVED
GDB
llllillllllillllilllll
PUMP AROUND OPERATION
GEOTEXTILE DIRT BAG
TIMBER MAT
16,5">17.4 TEMPORARY CONSTRUCTION
ENTRANCE
IMNiii�i
■�IIMEI
TEMPORARY HAUL ROAD
TEMPORARY STAGING AREA
TEMPORARY DEEP STREAM
CROSSING
GRAPHIC SCALE IN FEET
0 15 30 60
i'mley»>Horn
© 2021 KIMLEY-HORN AND ASSOCIATES, INC.
421 FAYETTEVILLE STREET, STE. 600, RALEIGH NC 27601
PHONE: [phone] FAX: [phone]
VWWV.KIMLEY-HORN.COM
NC LICENSE #F-0102
KHA PROJECT
011462061
DATE
5/14/2021
SCALE AS SHOWN
DESIGNED BY JLM
GREENSBORO ARBORETUM
STREAM RESTORATION
PREPARED FOR
CITY OF GREENSBORO
CITY OF GREENSBORO
PRELIMINARY
�O: OFtSS��••;.y9 �;
4 SEAL '
044608 •
••••....• t ,
F
,
.,
NOT FOR CONSTRUCTION
EROSION AND SEDIMENT
CONTROL PLANS
SHEET NUMBER
15
No.
REVISIONS
DATE
BY
DRAWN BY DLH
CHECKED BY JLM
NC

NOTES-
1) CONTRACTOR IS TO TAKE EVERY PRECAUTION NECESSARY TO
PROTECT THE GREENWAY TRAIL (WHETHER THAT'S PLATES, MATS,
RUBBER TIRED EQUIPMENT WHERE POSSIBLE, ETC.). THIS INCLUDES
BUT IS NOT LIMITED TO CROSSING GREENWAY IN ONLY ONE
LOCATION. IF THE ENGINEER AND OWNER DO NOT BELIEVE THAT THE
PROPER PRECAUTIONS WERE TAKEN BY THE CONTRACTOR, THEN THE
CONTRACTOR IS SOLELY RESPONSIBLE FOR THE REPAIR.
2) NCDOT REQUIRES THAT CONTRACTOR HAS EQUIPMENT (WATER TRUCK,
SWEEPER, ETC.) ON SITE AT ALL TIMES DURING OPERATION TO
ENSURE THAT DEBRIS IS NOT ON THE PAVEMENT AND THEIR OFFICE
RESERVES THE RIGHT TO STOP OPERATION IF TRAFFIC ISSUES OR
DEBRIS (SAFETY ISSUE) IS ON ROADWAY. CONTRACTOR WILL
DETERMINE HOW LONG WILL THE DRIVE BE NEEDED. SINCE THIS IS A
TEMPORARY DRIVE THEIR OFFICE WILL WAIVER THE $50.00 INSPECTION
FEE
3) CHANNEL WORK MUST BE COMPLETED "IN THE DRY". TO CONSTRUCT
STRUCTURES IN STREAM CHANNEL, FLOW TO BE DIVERTED AROUND
WORK AREA AND SILT CURTAIN INSTALLED DOWNSTREAM, TO REDUCE
SEDIMENT ENTERING DOWNSTREAM CHANNEL. STRUCTURE MAY BE
BUILT IN SECTIONS TO WORK "IN THE DRY" STREAM DIVERSION AREA.
4) SILT FENCE TO BE INSTALLED ON STREAM SIDE OF HAUL ROAD
EXCEPT WHEN STREAM BANK REPAIR IS BEING CONSTRUCTED, AND
SHOULD BE RE -INSTALLED AT THE END OF EACH WORK DAY AND
WHEN ACCESS IS NOT REQUIRED FOR BANK REPAIR.
5) SEE PLANTING NOTES AND DETAILS ( SHEET 26) FOR LOCATION OF
COIR MATTING INSTALLATION.
Go
Go
—1
CD
This document, together with the concepts and designs presented herein, as an instrument of service,
0
CONTRACTOR TO PLACE CONCRETE
JERSEY BARRIER AROUND TOWER
10" OFF OR AS WORK ALLOWS
CONTRACTOR TO PLACE
DOUBLE SILT FENCE AROUND
TEMPORARY STAGING AREAS
STAGING AREA
Oy f �0 16 54 GRID l7E
E 1525 7g (GROUND)
Oyf
7\\
44111: \
. .............
/11111111111111111111111,
LIZAMIIIIII LW flik\ak
IIMMialeMelllir G
AibAIIIIIIIIIIIIIIIIIIIINIIII
4./ ammumprill
tommum
irimagroLimariarais
11 31.11 ......mor
4,titoilit:i.....71.7: 17::: :lin sill pp,111 II I imilim
.4 lummuir mom
\ imsormumman
11111111111111111111111111111
LOD 111111111111111111111111111111111111111
111111111111111:11:117z,
al:" 111111111111111=flornir
Oyf
Dye
/
/
/
EROSION CONTROL LEGEND
— LOD — LIMITS OF DISTURBANCE
CONCRETE JERSEY BARRIER
SILT FENCE
TREE PROTECTION FENCE
COMBO SILT FENCE/
TREE PROTECTION FENCE
COFFER DAM
TURBIDITY CURTAIN
EXISTING TREE TO BE REMOVED
///
-TPF—
/// TP F-
CD —
SC —
\__10..._ PUMP AROUND OPERATION
GDB 1
llllillllllillllilllll
,01410)15
GEOTEXTILE DIRT BAG
TIMBER MAT
TEMPORARY CONSTRUCTION
ENTRANCE
TEMPORARY HAUL ROAD
TEMPORARY STAGING AREA
TEMPORARY DEEP STREAM
CROSSING
GRAPHIC SCALE IN FEET
0 15 30 60
i'mley»>Horn
© 2021 KIMLEY-HORN AND ASSOCIATES, INC.
421 FAYETTEVILLE STREET, STE. 600, RALEIGH NC 27601
PHONE: [phone] FAX: [phone]
VWWV.KIMLEY-HORN.COM
NC LICENSE #F-0102
KHA PROJECT
011462061
DATE
5/14/2021
SCALE AS SHOWN
DESIGNED BY JLM
GREENSBORO ARBORETUM
STREAM RESTORATION
PREPARED FOR
CITY OF GREENSBORO
CITY OF GREENSBORO
PRELIMINARY
,,
•4 9
_ SEAL _
,
044608
•
•
EROSION AND SEDIMENT
CONTROL PLANS
SHEET NUMBER
16
No.
REVISIONS
DATE
BY
DRAWN BY DLH
CHECKED BY JLM
NC
NOT FOR CONSTRUCTION

and Assocates,
without liability to Kimley—Horn
0
and adaptation by Kimley—Horn and Associates,
0
0
0
on this document without written
of and improper
instrument of service,
This document, together
PHASING NOTES:
1) CONTRACTOR MAY PROVIDE ALTERNATE
PHASING PLAN FOR APPROVAL BY ENGINEER OR
OWNER.
2) CONTRACTOR SHALL GENERALLY CONSTRUCT
THE PROJECT FROM UPSTREAM TO
DOWNSTREAM.
3) WHEN WORK IN A PHASE IS COMPLETED AND
STABILIZED, TEMPORARY STREAM CROSSING
SHOULD BE REMOVED, AND PARK FEATURES
AND GREENWAY SHOULD BE REOPENED.
1
I
WALKER AVE
rb
7<\
EROSION CONTROL PHASING LEGEND
NORTH
TEMPORARY CONSTRUCTION
ENTRANCE
TEMPORARY HAUL ROAD
TEMPORARY STAGING AREA
TEMPORARY DEEP STREAM
CROSSING
GRAPHIC SCALE IN FEET
0 50 100 200
Kimlep)Horn
© 2021 KIMLEY—HORN AND ASSOCIATES, INC.
421 FAYETTEVILLE STREET, STE. 600, RALEIGH NC 27601
PHONE: [phone] FAX: [phone]
NC LICENSE #F-0102
KHA PROJECT
011462061
DATE
5/14/2021
SCALE AS SHOWN
DESIGNED BY JLM
GREENSBORO ARBORETUM
STREAM RESTORATION
PREPARED FOR
CITY OF GREENSBORO
EROSION AND SEDIMENT
CONTROL PHASING PLAN
SHEET NUMBER
17
No
REVISIONS
DATE
BY
DRAWN BY DLH
CHECKED BY JLM
CITY OF GREENSBORO
NC

This document, together with the concepts and designs presented herein, as an instrument of service,
GEOTEXTILE DEWATERING
DIRT BAG WITH STABILIZED
OUTLET.
m
BY-PASS PUMP OUTLET
WITH ENERGY
DISSIPATOR, TYP.
IMPERVIOUS DIKE, TYP.
1117
DEWATERING PUMP
FOR SEDIMENT LADEN WATER
WITHIN WORK AREA
m
v
m
m
m
-a
EDGE OF FLOODPLAIN,
TYP.
DRY WORK AREA.
TEMPORARY FLEXIBLE
PUMP HOSE, TYP.
BYPASS PUMP
FOR CLEAN UPSTREAM
CHANNEL BASE FLOW
m
m
m
v
m
m
m
AA
SEQUENCE OF CONSTRUCTION FOR TYPICAL STREAM WORK AREA
1. CONTRACTOR SHALL DETERMINE A PROPOSED SIZE AND LOCATION OF GEOTEXTILE DEWATERING DIRT
BAG FOR APPROVAL BY THE ENGINEER PRIOR TO INSTALLATION.
2. INSTALL GEOTEXTILE DEWATERING DIRT BAG, AS APPROVED.
3. INSTALL BYPASS PUMP AND DEWATERING PUMP AND NECESSARY TEMPORARY FLEXIBLE HOSE.
CONNECT DEWATERING PUMP TO GEOTEXTILE DEWATERING BAG.
4. PLACE UPSTREAM IMPERVIOUS DIKE AND/OR COFFER DAMS TO ISOLATE THE WORK AREA. BEGIN
BYPASS PUMPING FOR STREAM PUMP AROUND OPERATION.
5. PLACE DOWNSTREAM IMPERVIOUS DIKE FOR STREAM PUMP AROUND OPERATION. BEGIN
DEWATERING THE ISOLATED WORK AREA. AREA TO BE DEWATERED SHALL BE EQUAL TO ONE
DAY'S WORK.
6. PERFORM STREAM REPAIR WORK IN ACCORDANCE WITH THE PLANS.
7. EXCAVATE ANY ACCUMULATED SILT AND DEWATER BEFORE REMOVAL OF IMPERVIOUS DIKES AND/OR
COFFER DAMS. REMOVE IMPERVIOUS DIKES, COFFER DAMS, PUMPS, AND TEMPORARY FLEXIBLE
HOSE. (DOWNSTREAM IMPERVIOUS DIKES COFFER DAM FIRST).
8. PUMP AROUND AREA TO BE STABILIZED WITH MATTING AT THE END OF EACH WORK DAY. THE
IMPERVIOUS DIKE LOCATIONS AS SHOWN ON THIS SHEET ONLY SHOW THE UPPER AND LOWER
EXTENT OF WORK FOR EACH STREAM SEGMENT. THE CONTRACTOR IS RESPONSIBLE FOR
DETERMINING THE LOCATION OF THE IMPERVIOUS DIKE(S) FOR EACH DAY'S WORK.
9. REMOVE DIRT BAG AND PROPERLY DISPOSE OF CAPTURED SEDIMENT AND DIRT BAG. STABILIZE
DISTURBED AREA WITH SEED AND MULCH.
STREAM DIVERSION AND PUMP AROUND GENERAL NOTES
1. ALL IN -STREAM EXCAVATION AND STRUCTURE INSTALLATION SHALL BE PERFORMED IN ONLY DRY OR
ISOLATED SECTIONS OF CHANNEL.
2. CONTRACTOR SHALL USE A " SILENT PUMP FOR ALL PUMP -AROUND WORK ASSOCIATED WITH THIS
PROJECT.
3. IMPERVIOUS DIKES OR COFFER DAMS ARE TO BE USED TO ISOLATE WORK FROM STREAM FLOW WHEN
NECESSARY.
4. MAINTENANCE OF STREAM FLOW OPERATIONS SHALL BE INCIDENTAL TO THE WORK. THIS INCLUDES
PUMPS AND HOSES.
5. GRADED STREAM BANKS SHALL BE STABILIZED, WITH MATTING, PRIOR TO PREDICTED RAIN FALL
EVENTS, UNLESS ALL RAIN EVENT FLOW CAN BE PUMPED AROUND FOR PREDICTED EVENT.
6. PUMPS AND HOSES SHALL BE OF SUFFICIENT SIZE TO DEWATER THE WORK AREA.
7. REFER TO THE PROJECT SPECIFICATIONS FOR ADDITIONAL NOTES.
Pp
DAILY CONSTRUCTION AREA TO BE
STABILIZED BY THE END OF THE DAY.
MAY VARY IN SIZE FROM TOTAL WORK
AREA.
Fp
'rA
FP
EXISTING STREAM
CHANNEL
Fp
Fp
FP
FP
EXISTING STREAM
TOE OF BANK, TYP.
TOP OF EXISTING
STREAM BANK, TYP.
MINIMUM REQUIRED BASE
FLOW WIDTH FROM TOE
OF BANK SLOPE
m
m
m
m
m
EDGE OF FLOODPLAIN,
TYP.
GEOTEXTILE DEWATERING
DIRT BAG WITH STABILIZED
OUTLET.
VLF
COFFER DAM, TYP.
DEWATERING PUMP
FOR SEDIMENT LADEN WATER
WITHIN WORK AREA
DAILY CONSTRUCTION AREA TO BE
STABILIZED BY THE END OF THE DAY.
MAY VARY IN SIZE FROM TOTAL WORK
AREA.
Fp
eA E Flow
Fp
Fp
GEOTEXTILE DEWATER DIRT BAG GENERAL NOTES
1. GEOTEXTILE DEWATERING DIRT BAG DIMENSIONS ARE VARIABLE AND DEPENDENT ON SPECIFIC SITE
CONSTRAINTS AND PROPOSED CONSTRUCTION OPERATIONS.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING THE SIZE AND LOCATION OF THE
GEOTEXTILE DEWATERING DIRT BAG FOR APPROVAL BY THE ENGINEER PRIOR TO CONSTRUCTION.
3. THE CONTRACTOR SHALL INSURE THAT THE DIRT BAG IS OF A SUFFICIENT SIZE AND STRENGTH TO
PROPERLY DEWATER THE PUMP HOSE INFLUENT.
4. DIRT BAG SHALL BE REPLACED WHEN FULL OF SEDIMENT OR WHEN FLOW THROUGH BAG IS LIMITED
BY SEDIMENT ACCUMULATION.
5. IF GEOTEXTILE DEWATERING DIRT BAG IS PLACED IN EXISTING VEGETATED AREA ADJACENT TO AN
UNDISTURBED STREAM NO OUTLET IS REQUIRED (PREFERRED). IF GEOTEXTILE DEWATERING DIRT
BAG IS PLACED ON DISTURBED SOIL THEN A STABILIZED OUTLET/CHANNEL NEEDS TO BE PROVIDED.
6. THE STABILIZED OUTLET WILL BE A MINIMUM OF 1' THICK AND CONSIST OF A WELL GRADED MIX OF
1”-6” RIP RAP PER THE DIMENSIONS BELOW. PLACE FILTER FABRIC BETWEEN THE RIP RAP AND
SOIL FOUNDATION. THE STABILIZED OUTLET WILL EXTEND FROM THE SPECIAL STILLING BASIN TO
THE BANK OF THE CHANNEL BELOW THE WORK AREA.
0.5'
SEWN IN SPOUT
PUMP
DISCHARGE
HOSE
Y
HIGH STRENGTH -1
STRAPPING FOR
SECURING SPOUT TO
PUMP HOSE
GEOTEXTILE DEWATERING
FILTER BAG
C
0.5' LAYER OF NCDOT
NO. 57 STONE
0.5' LAYER OF 2"-3"
RIP RAP
3:1
NON -WOVEN FILTER FABRIC
HIGH STRENGTH DOUBLE
STITCHED "J" TYPE
SEAMS
LENGTH RANGE
6.0'-15.0'
PLAN VIEW
3: 1
3.0 FEET
STABILIZED OUTLET
SEE NOTES 5-6
EXISTING
GROUND
WIDTH
RANGE
4.0'-15.0'
�► w
FLOW
GEOTEXTILE
DEWATERING STABILIZE OUTLET
DIRT BAG / AS NEEDED
PUMP
DISCHARGE
HOSE
IIIII IIIIIIIIII IIIIIIIIIIII I
LENGTH RANGE
6.0'-15.0'
EXISTING GROUND
SIDE VIEW
DIRT BAG TO BE PLACED
ON 0.5' OF NCDOT NO. STREAM BANK.
57 STONE PROVIDE STABILIZED
OUTLET TO STREAM
CHANNEL
v
EXAMPLE OF PUMP
AROUND OPERATION
NOT TO SCALE
EXAMPLE OF STREAM DIVERSION
FLOW A
PONDED
WATER
TOP OF IMPERVIOUS
DIKE
A
DRY WORK
AREA
PLATE UPSTREAM SIDE
OF IMPERVIOUS DIKE WITH
SANDBAGS, RIP RAP OR
OTHER NON -ERODIBLE
MATERIAL, 1 FOOT THICK
PLAN VIEW
TOP WIDTH
3.0' MIN.
2 MAX.
HEIGHT
1 /2 BKF DEPTH MIN. ��l�j �''''-1 I
OR WSE + 1.0' Wr44444-4.",.,.,.,,�.1', .i
sposoatk
TRENCH IN FABRIC
MIN. 1 FOOT
FILTER FABRIC PER
SPECIFICATIONS
II III III III III III III
CLASS I RIP RAP, NEW
JERSEY BARRIER OR
OTHER APPROVED
NON -ERODIBLE MATERIAL
SECTION A -A
MAINTENANCE:
1) ENSURE IMPERVIOUS DIKES ARE
MAINTAINED TO PREVENT
COLLAPSE, TEAR, OR BECOMING
INEFFECTIVE. MAKE REQUIRED
REPAIRS IMMEDIATELY.
PLATE WITH IMPERVIOUS
POLYETHYLENE
MEMBRANE, 20 MIL
THICK
DRY WORK
AREA
III III III
EXISTING STREAM BED
A
L x
N
4 x D
( PUMP
o HOSE
GRADE
FILTER FABRIC
A
no
WELL GRADED
MIX 8"-12"
- RIP RAP
von
1
2
PLAN
SECTION A -A
NOT TO SCALE
MAINTENANCE:
1) INSPECT RIPRAP OUTLET
STRUCTURES WEEKLY AND AFTER
SIGNIFICANT (1 INCH OR GREATER)
RAINFALL EVENTS TO SEE IF ANY
EROSION AROUND OR BELOW THE
RIPRAP HAS TAKEN PLACE, OR IF
THE STONES HAVE BEEN
DISLODGED. IMMEDIATELY MAKE
ALL NEEDED REPAIRS TO PREVENT
FURTHER DAMAGE.
IMPERVIOUS DIKE(4NOT TO SCALE
ENERGY DISSIPATOR PUMP OUTLET
18)
NOT TO SCALE
PERATION
1.0' DEPTH OF
CLASS A RIP RAP
6' MIN.
#57 STONE
NON -WOVEN TYPE II FILTER FABRIC
GEOTEXTILE DEWATERING DIRT BAG (�,
T
`.1,A
•-•-•-•z.
�4.........."..
t ." .41.wiwiwiw �.
I•I•I•I•I
*till ere oral ere oral era.
itr:60.10.10.6.4
.4ke. f„,s.s. or
'Nair ....id
.-ixt. 4.A„:4,
0
NOTES:
1. TURNING RADIUS SUFFICIENT TO ACCOMMODATE
LARGE TRUCKS SHALL BE PROVIDED.
2. ENTRANCE(S) SHOULD BE LOCATED TO
PROVIDE FOR UTILIZATION BY ALL
CONSTRUCTION VEHICLES.
3. MUST BE MAINTAINED IN A CONDITION WHICH
WILL PREVENT TRACKING OR DIRECT FLOW OF
MUD ONTO STREETS. PERIODIC TOP DRESSING
WITH STONE WILL BE NECESSARY.
4. ANY MATERIAL TRACKED ONTO THE ROADWAY
MUST BE CLEANED UP IMMEDIATELY.
5. GRAVEL CONSTRUCTION ENTRANCE SHALL BE
LOCATED AT ALL POINTS OF INGRESS AND
EGRESS UNTIL SITE IS STABILIZED.
FREQUENT CHECKS OF THE DEVICE AND
TIMELY MAINTENANCE MUST BE PROVIDED.
6. NUMBER AND LOCATION OF CONSTRUCTION
ENTRANCES PER THE PLANS OR DETERMINED
BY THE ENGINEER.
7. WHERE A PIPE IS SHOWN ON PLANS, SEE
SPECIAL PROVISIONS.
MAINTENANCE:
1. MAINTAIN THE STONE PAD IN A CONDITION TO PREVENT MUD
OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS
MAY REQUIRE PERIODIC TOPDRESSING WITH 2-INCH STONE.
AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO
TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY.
IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED,
WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.
TEMPORARY CONSTRUCTION ENTRANCE
NOT TO SCALE
18
No.
REVISIONS
DATE
BY
v mley» Horn
© 2021 KIMLEY-HORN AND ASSOCIATES, INC.
421 FAYETTEVILLE STREET, STE. 600, RALEIGH NC 27601
PHONE: [phone] FAX: [phone]
VVVWV.KIMLEY-HORN.COM
NC LICENSE #F-0102
KHA PROJECT
011462061
DATE
5/14/2021
SCALE AS SHOWN
DESIGNED BY JLM
DRAWN BY DLH
CHECKED BY JLM
GREENSBORO ARBORETUM
STREAM RESTORATION
PREPARED FOR
CITY OF GREENSBORO
CITY OF GREENSBORO
NC
PRELIMINARY
.0 iiiiiiiiii 4,
4 SEAL r ; _
044608 •
•
ice, F • •.• _�1 `,
•s',IR' L.....iii0%s
NOT FOR CONSTRUCTION
EROSION CONTROL DETAILS
SHEET NUMBER
18

This document, together with the concepts and designs presented herein, as an instrument of service,
W1 = 3D
A
Filter Fabric
W1 = 3Do
A
e
DETAIL A
La
O
000 00
0 0000o O`
OojoOo o0OJO0o
00°00 00°0'
00OOo00°o0
000000fl
0 0 0
a
000000 000000
00o00 300000�
On 0000 O
=00000 00
00
Plan
•
A
}
W2 = Do +La
Tailwater < 0.5 Do
Section A —A
T
Pipe Outlet To Flat Area
With No Defined Channel
DETAIL B
0 00 00
0 000000 000000
Oo vo0000 00000 00000
0 000 00 000° 000 �000 000 �000 0
00 0oOo oa 0oOo o0 j000 oa i00o Oo 0(
00 0000 0000 00000 0o00O
0 0 0800000 o 0�
)00000000000 a 0o000Oo
00 000 000 00 000 000 000 o00 (000 OC
O 0000 000 o 000 o 00OOo 00c
)oO OoOoo Oo0o0 OoOoo Oo00O
000 00000 0°°0000 0°°0000
000 0 �00000000 0
O
000E
SLOPE 1 ?: 1 OR FLATTER
Tailwater > 0.5 Do
Section A —A
H = Rip Rap to Top of Pipe (Max. H = D + T)
T= 1.5*Dmax , Unless Otherwise Shown On Plans
Pipe Outlet to Well —Defined Channel
CONSTRUCTION SPECIFICATIONS
A
W2 = Do + 0.4La
Filter Fabric
1. Ensure that the subgrade for the filter and riprap follows the required lines and grades shown
in the plan. Compact any fill required in the subgrade to the density of the surrounding undisturbed
material. Low areas in the subgrade on undisturbed soil may also be filled by increasing the
riprap thickness.
2. The riprap and gravel filter must conform to the specified grading limits shown on the plans.
3. Filter cloth, when used, must meet design requirements and be properly protected from
punching or tearing during installation. Repair any damage by removing the riprap and
placing another piece of filter cloth over the damaged area. All connecting joints should
overlap a minimum of 1 foot. If damage is extensive, replace the entire filter cloth.
4. Riprap may be placed by equipment, but take care to avoid damaging the filter.
5. The minimum thickness of the riprap should be 1.5 times the maximum stone diameter.
6. Riprap may be field stone or rough quarry stone. It should be hard, angular,
highly weather —resistant and well graded.
7. Construct the apron on zero grade with no overfall at the end. Make the top of the
riprap at the downstream end level with the receiving area or slightly below it.
8. Ensure that the apron is properly aligned with the receiving stream and preferably
straight throughout its length. If a curve is needed to fit site conditions, place it in
the upper section of the apron.
9. Immediately after construction, stabilize all disturbed areas with vegetation.
MAINTENANCE
Inspect riprap outlet structures after heavy rains to see if any erosion around or
below the riprap has taken place or if stones have been dislodged. Immediately
make all needed repairs to prevent further damage.
FILL PORT WITH CAP
INTERNAL STABILIZATION BAFFLE
FILL PIPE
DRY WORK MIN. COFFER
AREA HEIGHT = 4.0'
EXISTING STREAM
GRADE
7.0' MIN. OFFSET
WIDTH FROM BANK
%// //%/////////////// ///////%/////////////////////
DRAIN
WITH CAP
MIN. COFFER
WIDTH = 9.0'
FRONT ELEVATION
COFFER DAM GENERAL NOTES
WATER SURFACE
ELEVATION (WSE) OF DIVERTED
STREAM BASE FLOW.
WSE OF DIVERTED BASE
FLOW AT
75% OF DAM HEIGHT
1. A WATER —INFLATED TEMPORARY DAM, OR APPROVED EQUAL, SHALL BE USED FOR THE COFFER
DAM.
INTERNAL
STABILIZATION
BAFFLE
2. DYNAMIC WATER HEIGHT CONDITIONS SHALL NOT EXCEED 75% OF THE PROPERLY FILLED HEIGHT OF
THE BARRIER, OR MANUFACTURER SPECIFICATIONS.
3. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OR MANUFACTURER'S TECHNICAL
SPECIFICATIONS FOR THE COFFER DAM PRIOR TO CONSTRUCTION.
4. THERE SHOULD BE A MINIMUM 7.0' OFFSET WIDTH BETWEEN THE EDGE OF THE COFFER DAM AND
THE STREAM BANK TO DIVERT THE STREAM BASE FLOW. THE CONTRACTOR SHALL INCREASE THIS
WIDTH AS NECESSARY TO INSURE THE SAFE PASSAGE OF STREAM WATERS AROUND THE WORK
AREA.
FILL PORT WITH CAP
LIFTING LOOP (OPTIONAL)
THERMAL SEAL
DRAIN WITH CAP DRAIN WITH CAP
SIDE ELEVATION
FILL PORT
WITH CAP,
TYP.
FILL PIPE
FILL PIPE
LIFTING LOOP (OPTIONAL)
PLAN VIEW
LIFTING LOOP
(OPTIONAL)
THERMAL SEAL
DRAIN WITH CAP
EXAMPLE OF WATER FILLED COFFER DAM
LENGTH
SF
WIDTH
SF
A
SF
SF SF
A
PLAN VIEW
SF
NOT TO SCALE
SILT FENCE LOCATED
AROUND PERIMETER OF
TEMPORARY STOCKPILE
Slr
MAINTENANCE:
1) INSPECT PERIMETER CONTROLS AND INLET PROTECTIONS AT
LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY
REQUIRED REPAIRS IMMEDIATELY.
2) WHEN STOCKPILE IS NO LONGER NEEDED, PROPERLY DISPOSE
OF EXCESS MATERIALS AND REVEGETATE OR OTHERWISE
STABILIZE THE GROUND SURFACE WHERE THE STOCKPILE WAS
LOCATED.
SLOPE 1
TEMPORARY SOIL STOCKPILE
111111111111111111111111111111111111111111111111111111111111111111111111
0 10 0 0 0 0 0 o o 0 0 0 0 0 o n 11 11
SECTION A —A
HEIGHT
OUTLET STABILIZATION STRUCTURE
NOT TO SCALE
1
19
TEMPORARY STOCKPILE
NOT TO SCALE
8" TO 12" SPIKES
EVERY 2 FT
WIDTH AS NEEDED
VARY TIMBER SIZE
UNEVEN SURFACE FOR
IMPROVED TRACTION
SECTION A —A
LENGTH AS NEEDED
•
THREADED ROD
EVERY 3 FT
1. PREDRILL AND INSET 3/4" THREADED STEEL RODS
EVERY 3' AND SECURE WITH AT LEAST ONE NUT.
2. NAIL INDIVIDUAL TIMBERS TOGETHER EVERY 2' WITH
8" TO 12" BARN SPIKES.
RECOMMENDED
1/4 SUPPORT
SURFACE FLOW
DI VERSION
SPIKES EVERY 2 FT
STREAM CHANNEL
/ 111111
GRIP DRAG CHAIN
CHOOSE TIMBER WITH SIZE
AND STRENGTH TO SUPPORT
CONSTRUCTION EQUIPMENT
GRIP/DRAG CHAIN
STAGGERED ENDS
TO GRIP BANK
SUGGESTED HARDWOOD
ON OUTER SUPPORT
SURFACE FLOW
DIVERSION
RECOMMENDED
1/4 SUPPORT
11 ,, 1 11 I
STREAMBANK "— SURFACE FLOW
DIVERSION
TYPICAL TIMBER MAT
FOR SILT FENCE DETAILS.
1
1
. Tree Protection Area
..�.���,►�.
. DO NOT ENTER
IMr - '.���,
& .i'OOiO•i
��O�iO•i►id
1
1
1
1-1
I-, -- 1-1
1
G
—111-111-111—,11-111-111om 11---m-11
USE SAFETY FILTER �11 1
FABRIC OR ADD SAFETY411
/0AA1/'C OA001"AMC 1—
FABRIC—SEE SPECIAL
PROVISIONS
FRONT VIEW
SIDE VIEW
NOT TO SCALE
WARNING SIGN
NOTES
WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL.
LETTERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED.
SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS.
PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER.
FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN
PER PROTECTION AREA. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT.
MAINTENANCE
INSPECT SEDIMENT FENCES AND FENCE OUTLETS AT
LEAST ONCE A WEEK AND AFTER EACH RAINFALL.
MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
2) SHOULD THE FABRIC OF A SEDIMENT FENCE
COLLAPSE, TEAR, DECOMPOSE, OR BECOME
INEFFECTIVE, REPLACE IT PROMPTLY. REPLACE
HARDWARE CLOTH EVERY 60 DAYS.
3) REMOVE SEDIMENT DEPOSITS AS NECESSARY TO
PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT
RAIN AND TO REDUCE PRESSURE ON THE FENCE.
TAKE CARE TO AVOID UNDERMINING THE FENCE
DURING CLEANOUT.
4) REMOVE ALL FENCING MATERIALS AND UNSTABLE
SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE
AND STABILIZE IT AFTER THE CONTRIBUTING
DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
1)
COMBINATION SILT FENCE/
TREE PROTECTION FENCENOT TO SCALE
No.
REVISIONS
DATE
BY
''mley»>Horn
© 2021 KIMLEY—HORN AND ASSOCIATES, INC.
421 FAYETTEVILLE STREET, STE. 600, RALEIGH NC 27601
PHONE: [phone] FAX: [phone]
VVVWV.KIMLEY-HORN.COM
NC LICENSE #F-0102
KHA PROJECT
011462061
DATE
5/14/2021
SCALE AS SHOWN
DESIGNED BY JLM
DRAWN BY DLH
CHECKED BY JLM
GREENSBORO ARBORETUM
STREAM RESTORATION
PREPARED FOR
CITY OF GREENSBORO
CITY OF GREENSBORO
NC
PRELIMINARY
*O: oF@SS/o•. ;.y9;;
:@ �;
4 SEAL r ; _
044608
ice/ �F •..•
...._ , `, NOT FOR CONSTRUCTION
EROSION CONTROL DETAILS
SHEET NUMBER
19

This document, together with the concepts and designs presented herein, as an instrument of service,
MAINTENANCE:
1) INSPECT TREE PROTECTION FENCES AT LEAST ONCE
A WEEK AND AFTER EACH RAINFALL. MAKE ANY
REQUIRED REPAIRS IMMEDIATELY.
2) SHOULD THE TREE PROTECTION FENCE COLLAPSE,
TEAR, DECOMPOSE, OR BECOME INEFFECTIVE,
REPLACE IT PROMPTLY.
MIN. 10 GA.
LINE WIRES
4"
3•
4"
3"
4"
[..11 40"
�
TREE PROTECTION AREA
DO NOT ENTER
-F
18"
WARNING SIGN DETAILS
LLLLLLLLL
LLLLLLLLL
LLLLLLLLL
LLLLLLLLL
L L L L L L L L L L L L
L L_ _L
L _L
LLLLLLLLLI
TREE PROTECTION AREA
DO NOT ENTER
L— L_
_L
_L
_L
_L
_L_
_L
_L
I
L-
GRADE iii—iii-i—iii—iii—ii—iii--iii—iii—iii—iii—ii --ii—ii——iii—iii—iii--—iii—ii—
1-111-111= =III=III111=111=111111=111111=1I =1I I 11I11111I11I1=1I1=1I1=111=1I1-1I1-1I1-1I1-111-1I1-1I11I1
17 1���--�� �� �� �� �� III
IV WARNING SIGN
IE
-I I
PLANT CANOPY, DRIPLINE
8' MAX. VARIABLE AS
DIRECTED BY THE ENGINEER
MIN. 12-1/2 GA.
WIRES
III -III=
ORANGE, UV RESISTANT,
HIGH - TENSILE STRENGTH,
POLY BARRICADE FABRIC (TYPICAL)
NOTES:
1. ALL PLANTS TO BE SAVED
SHALL BE PROTECTED BY
FENCING AS SHOWN IN THIS
DETAIL.
2. CONTRACTOR SHALL INSTALL
FENCING PRIOR TO BEGINNING
ANY CONSTRUCTION OR
GRADING ACTIVITY.
3. CONTRACTOR SHALL CALL FOR
INSPECTION AND APPROVAL OF
PROTECTIVE FENCING PRIOR TO
BEGINNING ANY CONSTRUCTION
OR GRADING.
4. PROTECTIVE FENCING SHALL BE
LOCATED AT OR OUTSIDE
DRIPLINE OF TREES AND 1'
MINIMUM OUTSIDE SHRUBS OR
OTHER PLANTS.
6' STEEL T POST
(FACTORY PAINTED)
ORANGE, UV RESISTANT, HIGH -
TENSILE STRENGTH, POLY
BARRICADE FABRIC (TYPICAL)
XISTING PLANT
UMIT OF CANOPY, DRIPLINE
PLAN VIEW
PLAN VIEW OF PROTECTIVE FENCING
AROUND SINGLE TREE- EXPAND AS NECESSARY
N
0
MINIMUM 10 GAUGE
LINE WIRES
STEEL POST
o —WOVEN WRE FABRIC
_�-SILT FENCE FABRIC
32" MIN. WIDT
FILL SLOPE
GRADE
8" MINIMUM COVER
OVER SKIRT,
ANCHORED 4" *
SIDE VIEW
8'-0" MAXIMUM
VARIABLE AS DIRECTED BY THE ENGINEER
SILT FENCE FABRIC
INSTALLED TO SECOND
WRE FROM TOP
MINIMUM 12y2 GAUGE
INTERMEDIATE WIRES
GRADE
FRONT VIEW
* FOR REPAIR OF SILT FENCE FAILURES
USE SILT FENCE OUTLET DETAIL
NOTE:
USE SILT FENCE ONLY WHEN DRAINAGE AREA
DOES NOT EXCEED 1/4 ACRE AND NEVER IN
AREAS OF CONCENTRATED FLOW.
MAINTENANCE:
1) INSPECT SEDIMENT FENCES AND FENCE OUTLETS AT
LEAST ONCE A WEEK AND AFTER EACH RAINFALL.
MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
2) SHOULD THE FABRIC OF A SEDIMENT FENCE
COLLAPSE, TEAR, DECOMPOSE, OR BECOME
INEFFECTIVE, REPLACE IT PROMPTLY. REPLACE
HARDWARE CLOTH EVERY 60 DAYS.
3) REMOVE SEDIMENT DEPOSITS AS NECESSARY TO
PROVIDE ADEQUATE STORAGE VOLUME FOR THE
NEXT RAIN AND TO REDUCE PRESSURE ON THE
FENCE. TAKE CARE TO AVOID UNDERMINING THE
FENCE DURING CLEANOUT.
4) REMOVE ALL FENCING MATERIALS AND UNSTABLE
SEDIMENT DEPOSITS AND BRING THE AREA TO
GRADE AND STABILIZE IT AFTER THE CONTRIBUTING
DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
MAXIMUM WATER SURFACE
ANCHOR (MIN.
40 LB ANCHOR
PER 100' OF
CURTAIN)
FLOW
ANCHOR CABLE OR CHAIN
TEMPORARY SILT FENCE
CARRIER FLOAT
(MIN. 29 LBS/FT BUOYANCY)
r
CURTAI
FABRIC
CURTAIN WEIGHT
(18 OZ/SQ YD)
CHANNEL BOTTOM
SECTION A -A
NOTES:
DOUBLE SILT CURTAINS SHOULD BE SPACED 10' APART.
NOT TO SCALE
STEEL CABLE
MAINTENANCE:
1. INSPECT FLOATING SILT CURTAIN
AFTER RUNOFF —PRODUCING RAINS
TO CHECK FOR NOTICEABLE AREAS
NOT SUCCESSFULLY SECURING THE
CONTAINMENT AREA, DAMAGES OR
TEARS TO THE SEDIMENT CURTAIN,
OR ANCHORS HAVE BECOME
DISLODGED. MAKE ALL REPAIRS
IMMEDIATELY TO PREVENT FURTHER
DAMAGE TO THE INSTALLATION.
RIVERINE FLOW
PLAN
DEPTH = 1.1 x BANKFULL DEPTH
WIDTH = 1.2 x CHANNEL WIDTH
INSTALL SILT
CURTAIN IN "U"
SHAPED
DEPLOYMENT
TEMPORARY TREE PROTECTION FENCE
NOT TO SCALE
FLOATING SILT (TURBIDITY) CURTAIN
NOT TO SCALE
No.
REVISIONS
DATE
BY
mley» Horn
© 2021 KIMLEY—HORN AND ASSOCIATES, INC.
421 FAYETTEVILLE STREET, STE. 600, RALEIGH NC 27601
PHONE: [phone] FAX: [phone]
VWWV.KIMLEY-HORN.COM
NC LICENSE #F-0102
KHA PROJECT
011462061
DATE
5/14/2021
SCALE AS SHOWN
DESIGNED BY JLM
DRAWN BY DLH
CHECKED BY JLM
GREENSBORO ARBORETUM
STREAM RESTORATION
PREPARED FOR
CITY OF GREENSBORO
CITY OF GREENSBORO
NC
PRELIMINARY
/44iii.1:@ �;
4 SEAL r ; _
044608
:F 1111..•_�1 `�,
i���s',IR' L1"```,��
NOT FOR CONSTRUCTION
EROSION CONTROL DETAILS
SHEET NUMBER
20

O
C
N
O
O
O
Q
C
O
C
O
E
O
T
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
0
Self -inspections are required during normal business hours in accordance with the table
below. When adverse weather or site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which it is safe to perform the inspection. In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall be
performed upon the commencement of the next business day. Any time when inspections
1. E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SCplan must be kept up-to-date throughout the coverage under thispermit.
pp p p g g
The following items pertaining to the E&SC plan shall be kept on site and available for
inspection at all times during normal business hours.
1. Occurrences that Must be Reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) Oil spills if:
Q
were delayed shall be noted in the Inspection Record.
Item to Document
Documentation Requirements
• They are 25 gallons or more,
Id improper reliance on this document without written authorization and adaptation by Kimley—Horn an,
Inspect
Frequency
(during normal
business hours)
Inspection records must include:
(a) Each E&SC measure has been installed
and does not significantly deviate from the
locations, dimensions and relative elevations
Initial and date each E&SC measure on a copy
of the approved E&SC plan or complete, date
and sign an inspection report that lists each
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
• They cause sheen on surface waters (regardless of volume), or
(1) Rain gauge
maintained in
good working
order
Daily
Daily rainfall amounts.
If no daily rain gauge observations are made during weekend or
holiday periods, and no individual -day rainfall information is
available, record the cumulative rain measurement for those un-
attended days (anc this will determine if a site inspection is
needed). Days on which no rainfall occurred shall be recorded as
shown on the approved E&SC plan.
E&SC measure shown on the approved E&SC
plan. This documentation is required upon the
installation of the E&SC measures or if
the E&SC measures are modified after initial
installation.
• They are within 100 feet of surface waters (regardless of volume).
(c) Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
"zero." The permittee may use another rain -monitoring device
approved by the Division.
(b) A phase of grading has been completed.
Initial and date a copy of the approved E&SC
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(2) E&SC
Measures
At least once per
7 calendar days
and within 24
1. Identification of the measures inspected,
2. Date and time of the inspection,
3. Name of the person performing the inspection,
plan or complete, date and sign an inspection
report to indicate completion of the
construction phase.
(d) Anticipated bypasses and unanticipated bypasses.
hours of a rain
event > 1.0 inch in
24 hours
4. Indication of whether the measures were operating
properly,
5. Description of maintenance needs for the measure,
6. Description, evidence, and date of corrective actions taken.
(c) Ground cover is located and installed
in accordance with the approved E&SC
plan.
Initial and date a copy of the approved E&SC
plan or complete, date and sign an inspection
report to indicate compliance with approved
(e) Noncompliance with the conditions of this permit that may endanger health or the
environment.
(3) Stormwater
At least once per
1. Identification of the discharge outfalls inspected,
ground cover specifications.
discharge
outfalls (SDCs)
7 calendar days
and within 24
hours of a rain
event > 1.0 inch in
2. Date and time of the inspection,
3. Name of the person performing the inspection,
4. Evidence of indicators of stormwater pollution such as oil
sheen, floating or suspended solids or discoloration,
(d) The maintenance and repair
requirements for all E&SC measures
have been performed.
Complete, date and sign an inspection report.
2. Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
24 hours
5. Indication of visible sediment leaving the site,
6. Description, evidence, and date of corrective actions taken.
(e) Corrective actions have been taken
Initial and date a copy of the approved E&SC
the appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
(4) Perimeter of
site
At least once per
7 calendar days
and within 24
If visible sedimentation is found outside site limits, then a record
of the following shall be made:
1. Actions taken to clean up or stabilize the sediment that has left
to E&SC measures.
plan or complete, date and sign an inspection
report to indicate the completion of the
corrective action.
reported to the Department's Environmental Emergency Center personnel at (800)
858-0368.
o
hours of a rain
the site limits,
specific purpose and client for which it was prepared. Reuse of
event > 1.0 inch in
2. Description, evidence, and date of corrective actions taken, and
2. Additional Documentation to be Kept on Site
Occurrence
Reporting Timeframes (After Discovery) and Other Requirements
24 hours
3. An explanation as to the actions taken to control future
releases.
In addition to the E&SC plan documents above, the following items shall be kept on the
site and available for inspectors at all times during normal business hours, unless the
(a) Visible sediment
deposition in a
• Within 24 hours, an oral or electronic notification.
• Within 7 calendar days, a report that contains a description of the
(5) Streams or
wetlands onsite
or offsite
(where
accessible)
At least once per
7 calendar days
and within 24
hours of a rain
event > 1.0 inch in
If the stream or wetland has increased visible sedimentation or a
stream has visible increased turbidity from the construction
activity, then a record of the following shall be made:
1. Description, evidence and date of corrective actions taken, and
2. Records of the required reports to the appropriate Division
Division provides a site -specific exemption based on unique site conditions that make
this requirement not practical:
(a) This General Permit as well as the Certificate of Coverage, after it is received.
stream or wetland
sediment and actions taken to address the cause of the deposition.
Division staff may waive the requirement for a written report on a
case -by -case basis.
• If the stream is named on the NC 303(d) list as impaired for sediment-
24 hours
Regional Office per Part III, Section C, Item (2)(a) of this permit.
related causes, the permittee may be required to perform additional
(6) Ground
stabilization
measures
After each phase
of grading
1. The phase of grading (installation of perimeter E&SC
measures, clearing and grubbing, installation of storm
drainage facilities, completion of all land -disturbing
(b) Records of inspections made during the previous twelve months. The permittee shall
record the required observations on the Inspection Record Form provided by the
monitoring, inspections or apply more stringent practices if staff
determine that additional requirements are needed to assure compliance
with the federal or state impaired -waters conditions.
activity, construction or redevelopment, permanent
ground cover).
Documentation that the required ground stabilization
measures have been provided within the required
timeframe or an assurance that they will be provided as
soon as possible.
Division or a similar inspection form that includes all the required elements. Use of
electronically -available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard -copy records.
3. Documentation to be Retained for Three Years
(b) Oil spills and
release of
hazardous
substances per Item
1(b)-(c) above
• Within 24 hours, an oral or electronic notification. The notification
shall include information about the date, time, nature, volume and
location of the spill cr release.
All data inspection be for
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
used to complete the e-NOI and all records shall maintained
a periodt.
of three years after project completion and made available upon request. [40 CFR 122.41]
(c) Anticipated
bypasses [40 CFR
• A report at least ten days before the date of the bypass, if possible.
The report shall include an evaluation of the anticipated quality and
°
122.41(m)(3)]
effect of the bypass.
„'
PART II, SECTION G, ITEM (4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
(d) Unanticipated
bypasses [40 CFR
122.41(m)(3)]
• Within 24 hours, an oral or electronic notification.
• Within 7 calendar days, a report that includes an evaluation of the
quality and effect of the bypass.
o
0
o
L
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down
for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather).
Non -surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met:
(a) The E&SC plan authority has been provided with documentation of the non -surface withdrawal and the specific time periods or conditions in which it will occur. The non -surface withdrawal
shall not commence until the E&SC plan authority has approved these items,
(b) The non -surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit,
(e) Noncompliance
with the conditions
of this permit that
may endanger
health or the
environment[40
CFR 122.41(I)(7)]
• Within 24 hours, an oral or electronic notification.
• Within 7 calendar days, a report that contains a description of the
noncompliance, and its causes; the period of noncompliance,
including exact dates and times, and if the noncompliance has not
been corrected, the anticipated time noncompliance is expected to
continue; and steps taken or planned to reduce, eliminate, and
prevent reoccurrence of the noncompliance. [40 CFR 122.41(I)(6).
• Division staff may waive the requirement for a written report on a
case -by -case basis.
Q
(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include
0
properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems,
,
O
O
(d) Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above,
e Velocitydissipation devices such as check dams, sediment traps, and riprap areprovided at the dischargepoints of all dewateringdevices, and
P P g
(f) Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States.
_• °�,
';!.'1 ' NORTH CAROLINA
Re' Environmental Quality
,--
NCGO1
SELF
-INSPECTION,
RECORDKEEPING
AND
REPORTING
EFFECTIVE:04/O1/19
_
e
O
,,
_,
r ' 11
ey>>>
© 2021 KIMLEY-HORN AND ASSOCIATES, INC.
421 FAYETTEVILLE STREET, STE. 600, RALEIGH NC 27601
PHONE: [phone] FAX: [phone]
WWW.KIMLEY-HORN.COM
NC LICENSE#F-0102
KHA PROJECT
011462061
GREENSBORO
CITY OF
STREAM
GREENSBORO
CITY
OF
PREPARED
RESTORATION
GREENSBORO
ARBORETUM
FOR
NC
PRELIMINARY
������������"'''
�•`��,,�� ........... R p�/ ��'�,
° °��SS�°�9•
= :4 SEAL �: =
�� 044608 =
:;% •Ale c.t`�;' Z
i.,. •F 4_ ,,��,,
'.,1,F ,�
B L.
'Ij.........0%
NOT FOR CONSTRUCTION
EROSION
CONTROL
DETAILS
SHEET NUMBER
21
DATE
5 1 4 2021
SCALE AS SHOWN
DESIGNED BY JLM
DRAWN BY DLH
No.
REVISIONS
DATE
BY
CHECKED BY JLM

U
C
N
_O
U
O
Q
C
O
C
O
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
EQUIPMENT AND VEHICLE MAINTENANCE
ONSITE CONCRETE WASHOUT
oTHE
NCG01 CONSTRUCTION GENERAL PERMIT1.
Maintain vehicles and equipment to prevent discharge of fluids.STRUCTURE
WITH LINER
Implementing the details and specifications on this plan sheet will result in the construction
2. Provide drip
�,�
pans under any stored equipment.
o 0 0
0 0
'" �_�.�.�_�,
0
activity being considered compliant with the Ground Stabilization and Materials Handling
�io`�nSANDB
�
rt�, ool�
Ya�
o
-
sections of the NCGO1 Construction General Permit (Sections E and F, respectively). The
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
o�
>
o
o>
<
d
<o
SILT
`°"�Id
, , ;,r;
)
lo.
I,ol„�04
-
""lol
.� �
permittee shall comply with the Erosion and Sediment Control plan approved by the
o
_�
Ioy�_�,_.
0
4. Collect fluids, in dispose
of
ono
oo
±
all spent store separate containers and properly as
-
o
i,, :_:
delegated authority having jurisdiction. All details and specifications shown on this sheet
s++
•�•�•�•��
may not apply depending on site conditions and the delegated authority having jurisdiction.
hazardous waste (recycle when possible).
B ITTP4
5. Remove leaking from
A -A EtSNIDDSTAPLES r LOCATION IETERNDED IN
vehicles and construction equipment service until the problem_SECTION
1711CRETENOTING
�°"�
J
` ""'"` LOCATION ZEROED �, `g`°
`�''° " �. "E `�'°"`
SECTION E: GROUND STABILIZATION
has been corrected.
I I a TiE =CRETE WASHOUT STRUCTURES SHALL
AS1O T
WHENT i�owSE M
'� I I TO TIF TIE STRUCTURES
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
CAPACITY HUM A NOMA
Required Ground Stabilization Timeframes
to disposal that handles these
eLedHOLDING
12 DOES OF FREEDOM
STRUCTURE NEEDS TO HE
Stabilize within this
a recycling or center materials.
NSIGNAGE NOTING DEVICE.
ARKED WITH =METE WASHOUT STRUCTURE
"""
BELOW GRADE WASHOUT STRUCTURE ABOVE GRADE WASHOUT STRUCTURE
Site Area Description
many calendar
days after ceasing
Timeframe variations
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
NOT To SCALE 'm TO SCALE
land disturbance
1. Never bury or burn waste. Place litter and debris in approved waste containers.
o
(a) Perimeter dikes,
2. Provide a sufficient number and size of waste containers (e.g dumpster, trash
CONCRETE WASHOUTS
swales, ditches, and
perimeter slopes
7
None
receptacle) on site to contain construction and domestic wastes.
3. Locate waste containers at least 50 feet awayfrom storm drain inlets and surface
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local
(b) High Quality Water
HQW Zones
(HQW)
7
None
waters unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff
and state solid waste regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in
(c) Slopes steeper than
3:1
7
If slopes are 10'or less in length and are
not steeper than 2:1, 14 days are
allowed
from upland areas and does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
additionplace the mixer and associated materials on impervious barrier and within
p
lot perimeter silt fence.
4. Install temporary concrete washouts per local requirements, where applicable. If an
(d) Slopes 3:1 to 4:1
14
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
ditches, perimeter slopes and HQW
Zones
6. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8. Dispose waste off -site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers.
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
-10 days for Falls Lake Watershed
discharged to the storm drain system or receiving surface waters. Liquid waste must
t
-7 days for perimeter dikes, swales,
PAINT AND OTHER LIQUID WASTE
be pumped out and removed from project.
o
0
(e) Areas with slopes
flatter than 4:1
14
ditches, perimeter slopes and HQW Zones
-10 days for Falls Lake Watershed unless
there is zero slope
1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2. Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlet(s) closest to the washout which could receive
spills or overflow.
Q
Q
Note: After thepermanent cessation of construction activities, anyareas with temporary
P Y
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site.
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
7. Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8. Install at least one sign directing concrete trucks to the washout within the project
surface stable against accelerated erosion until permanent ground stabilization is achieved.
limits. Post itself identify location.
g
PORTABLE TOILETS
signage on the washout to this
9. Remove leavings from the washout when at approximately 75% capacity to limit
GROUND STABILIZATION SPECIFICATION
1. Install toilets on level at least 50 feet away from storm drains,
0
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
portable ground,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
Temporary Stabilization
Permanent Stabilization
on a gravel pad and surround with sand bags.
10. At the completion of the concrete work, remove remaining leavings and dispose of
Q
Q
Q
• Temporary grass seed covered with straw or
other mulches and tackifiers
• Hydroseeding
• Permanent grass seed covered with straw or
other mulches and tackifiers
• Geotextile fabrics such as permanent soil
2. Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3. Monitor toilets for leaking and dispose of any leaked material.
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
0
o
• Rolled erosion control products with or
without temporary grass seed
reinforcement matting
• Hydroseeding
portable properly
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
o
• Appropriately
• Shrubs
with properly operating unit.
applied straw or other mulch
or other permanent plantings covered
HERBICIDES, PESTICIDES AND RODENTICIDES
•Plastic sheeting
with mulch
• Uniform and evenly distributed ground cover
EARTHEN STOCKPILE MANAGEMENT
1. Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
i
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retaining walls
• Rolled erosion control products with grass seed
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2. Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is
-
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
five feet from the toe of stockpile.
possible or where they may spill or leak into wells, stormwater drains, ground water
If immediately.
0
0
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMS/Flocculants.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the timeframes on this sheet and in accordance
or surface water. a spill occurs, clean area
4. Do not stockpile these materials onsite.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
provided
with the approved plan and any additional requirements. Soil stabilization is defined
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved
as vegetative, physical or chemical coverage techniques that will restrain accelerated
disturbed for temporary
HAZARDOUS AND TOXIC WASTE
0
PAMS/Flocculants and in accordance with the manufacturer's instructions.
erosion on soils or permanent control needs.
1. Create designated hazardous waste collection areas on -site.
4. Provide ponding area for containment of treated Stormwater before discharging
offsite.
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover
� NORTH CAROLI ILIA
2. Place hazardous waste containers under cover or in secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.
0
or surrounded by secondary containment structures.
r=� Environmental Quality
NCGO1
GROUND
STABILIZATION
AND
MATERIALS
HANDLING
EFFECTIVE:
04/01/19
0
-,
0
,,
i, =
m ey >>> orn
© 2021 KIMLEY-HORN AND ASSOCIATES, INC.
421 FAYETTEVILLE STREET, STE. 600, RALEIGH NC 27601
PHONE: [phone] FAX: [phone]
VWWV.KIMLEY-HORN.COM
NC LICENSE#F-0102
KHA PROJECT
011462061
GREENSBORO
CITY OF
STREAM
GREENSBORO
CITY
OF
PREPARED
RESTORATION
GREENSBORO
ARBORETUM
FOR
NC
PRELIMINARY
�`"""""',
�•`��,,��•'CaRp�/��'�,
° °��SS�°�9•
= :4 SEAL �: =
�. 044608 =
:. t tt•, t`4;' Z
„*„ •F i Ntvos ,,
'.,'4, ,s
B L.
NOT FOR CONSTRUCTION
EROSION
CONTROL
DETAILS
SHEET NUMBER
22
DATE
5/14/2021
SCALE AS SHOWN
DESIGNED BY JLM
DRAWN BY DLH
No.
REVISIONS
DATE
BY
CHECKED BY JLM

This document, together with the concepts and designs presented herein, as an instrument of service,
RIP RAP TOE PROTECTION
TO BE A GRADATION OF
CLASS A, CLASS B, AND
#57 STONE
SEE PLAN SHEET
FOR GRADING
EXISTING GROUND
Dt
2.5'
PROPOSED GROUND
30" MEAN DIAMETER BOULDERS. PLACE
LARGER BOULDERS AS FOOTER ROCKS
(PLACE FOOTER ROCKS BELOW BOTTOM
ELEVATION OF CHANNEL). BOULDERS ARE
TO BE APPROVED BY ENGINEER PRIOR TO
INSTALLATION.
EXISTING GROUND
PROPOSED GROUND
FILL GAPS BETWEEN BOULDERS
WITH GRADATION OF CLASS A
AND #57 STONE
FILL B/W BOULDERS
AND FILTER FABRIC
WITH GRADATION OF
CLASS A AND #57
STONE
NONWOVEN FABRIC
TYPE II (GEOTEXTILE
FOR DRAINAGE)
TIE TO EXISTING GROUND
BANK GRADING ABOVE RIP
RAP PER TYPICAL SECTION
OR GRADING ON PLAN
6"-18" RIP RAP AT
GRADE/FLUSH WITH BANK
TOE OF SLOPE
RIFFLE SECTION
WATER SURFACE
6"-18" RIP RAP AT GRADE
OR FLUSH WITH BANK
TOE OF SLOPE
12" DEEP
POOL SECTION
WATER SURFACE
DIRECTION OF FLOW
BOULDER TOE PROTECTION
MATTING
IN TRENCH
NOT TO SCALE
WOODEN ANCHOR TRENCH AND TOE
ON 1' CENTERS
ANCHOR OVERLAP
ON 1' CENTERS
6" OVERLAY (MIN.)
PLAN VIEW
NOTE:
ALL NEWLY GRADED SLOPES THAT ARE NOT
SPECIFIED AS VEGETATED SOIL LIFTS ARE TO
HAVE COIR MATTING INSTALLED. SEE PLANTING
PLAN.
ANCHORS ON
3' CENTERS
BARE ROOT,
TYP.
COIR FIBER
MATTING
ANCHORS ON
3' CENTERS
EXTEND MATTING
TO TOE OF SLOPE
AND KEY IN 2.5'
STREAM BED
24"
L�
NOTE:
NAIL MAY BE USED IN LIEU
OF NOTCH.
WOODEN ANCHOR DETAIL
18" (TYP.)
BACKFILL
6" MIN
ANCHORS ON
1' CENTERS
IN TRENCH
MATTING SHALL BE
PLACED IN TRENCH
AND BACKFILLED
LIVE STAKE, TYP.
FLOODPLAIN/
EXISTING
GROUND
TYPICAL STREAM BANK CROSS SECTION
CONSTRUCT RIFFLE
WITH 1.5' DEEP
GRADATION OF 1 "-12"
RIP -RAP, #57 STONE,
AND APPROXIMATELY
10% STICKS, BRANCHES
LESS THAN 4" IN
DIAMETER, AND LEAF
PACK.
TOP OF
BANK
ROCK TOE PROTECTION
A
NOT TO SCALE
TOE OF BANK
HEAD OF
RIFFLE
8A
I
00 •�8op%��IP 100
OpoQo° Q°S0O°Ifop�i�.•,��p0�o.ii80a•8%4•:T.
o
Q8000 •� 0�1•_�=. o
coo 00%.00 1144•f•y
°
0
fQ''%*.f • Op ®.1r•
00
00
ooO_
goo 00
oL800_
°Qo
pp •
00 0°
o
lKb
0
Ot)
0
00c)
00
° RIFFLE
O (SEE
PLAN/PROFILE
,„PLAN
' • FOR
0-LENGTH)
0 OP
COoc)
o.
00°O•��o f •
0•.t/0O0�0o�.io/°�p0
ofi1„r1
.,
°
o
Ow—
A
TOE OF
RIFFLE
PLAN VIEW
COIR FIBER
MATTING (TYP)
TOP OF
BANK
HEAD OF
RIFFLE
SEE PLANS FOR ELEVATION
�A_DE���A�r. �i�� RIFFLE
TOE OF RIFFLE
SECTION A -A
„o
o,,
O 61000006 00
aQ°o0000 0
SECTION B-B
0.2' MIN.
TOE OF SLOPE
POOL
CONSTRUCT RIFFLE WITH 1.5'
GRADATION OF 1"-12" RIP -
STONE, AND APPROXIMATELY
BRANCHES LESS THAN 4" IN
AND LEAF PACK.
DEEP
RAP, #57
10% STICKS,
DIAMETER,
COIR FIBER MATTING
NOT TO SCALE
CONSTRUCTED RIFFLE
NOT TO SCALE
i'mley»>Horn
© 2021 KIMLEY—HORN AND ASSOCIATES, INC.
421 FAYETTEVILLE STREET, STE. 600, RALEIGH NC 27601
PHONE: [phone] FAX: [phone]
VWWV.KIMLEY-HORN.COM
NC LICENSE #F-0102
KHA PROJECT
011462061
DATE
5/14/2021
SCALE AS SHOWN
DESIGNED BY JLM
DRAWN BY DLH
GREENSBORO ARBORETUM
STREAM RESTORATION
PREPARED FOR
CITY OF GREENSBORO
CITY OF GREENSBORO
PRELIMINARY
OQtsS�O••;'1,�';
: SEAL r
044608
/_••••..••• ***,
,
L ,IR' 1"```%
NOT FOR CONSTRUCTION
DETAILS
SHEET NUMBER
23
No.
REVISIONS
DATE
BY
CHECKED BY JLM
NC

0
E
o
o
Q
0
Q)
0
0
his docume
NONWOVEN GEOTEXTILE FABRIC, TYP.
NAIL FILTER FABRIC TO BACK OF LOG
RIFFLE 1"-1 2" WELL GRADED MIX
INCLUDING #57 STONE AND NATURAL
CHANNEL MATERIAL, 12" DEEP
2.0' —
SECTION A -A
EXCAVATED POOL,
SEE TYPICAL SECTIONS FOR DEPTH
COMPACTED BRUSH
REACH
1
ARM
LENGTH
(L)
15.0
ARM
TIE-IN
HEIGHT
0.3
ARM
SLOPE
(S)
2.0%
STEP
SPACING (X)
3.5
NOTES:
1. DEEPEST PART OF POOL TO BE IN LINE WITH WHERE VANE ARM TIES INTO THE BANK.
2. BACKFILL MIX TO BE USED TO REDUCE VOIDS BETWEEN LOGS..
3. ALL LOGS TO BE HARDWOOD SPECIES, 8"-12" DIAMETER.
INNER BERM
CUT LOGS TO MAKE FLUSH CONNECTION.
CONNECT END OF LOGS TOGETHER.
OVERLAP FABRIC
CABLE, #3 REBAR, OR
10"-12" GALVANIZED
NAIL
TIE VANE ARM INTO
INNER BERM ELEVATION
1 /2
BASE FLOW
1/2
BASE FLOW
POOL EXCAVATED PER PROFILE
OR DIRECTION OF ENGINEER
PLAN VIEW
INNER BERM
NAIL ALL UPSTREAM FACES
OF LOGS WITH NONWOVEN
GEOTEXTILE FABRIC, TYP.
BACKFILL (TYP),
SEE SEPARATE DETAIL
KEY IN VANE TO BANK A
MINIMUM OF 4.0'
ENSURE NO DROP IN BASE FLOW
ELEVATION OVER LOG VANE STRUCTURE
HEADER BOULDER ,TYP. SEE
PROFILE FOR ELEVATION
NONWOVEN GEOTEXTILE FABRIC, TYP.
FLOW
BACKFILL (TYP), SEE
SEPARATE DETAIL
I III III
2.0' MIN.
LOG VANE
EXCAVATED TRENCH FOR
LOG VANE CONSTRUCTION
NOTES:
1. DEEPEST PART OF POOL TO BE IN LINE WITH
WHERE VANE ARM TIES INTO BANKFULL.
2. DO NOT EXCAVATE POOL TOO CLOSE TO
FOOTER ROCK.
3. BACKFILL MIX CAN BE USED TO REDUCE
VOIDS BETWEEN HEADERS AND FOOTERS.
4. LOGS SHOULD BE A MIN. 12" DIAMETER OR
AS APPROVED BY ENGINEER.
TOE OF SLOPE
BURY END OF
SECURE WITH
III
SECTION A -A
FLOW
'II
BACKFILL (TYP), SEE
SEPARATE DETAIL
2' — 3'
LOG VANE
BOULDERS
ANCHOR LOG BY PINNING
WITH HEADER ROCK
POOL EX
PROFILE
AVATED PER
)R DIRECTION
OF ENGINEER
0
LO VANE, 10" MIN. DIAMETER
HEADER ROCK
FOOTER ROCK
A
T
A
36" MIN.
SET HEADER ROCK BACK
A MINIMUM OF 1 /3 WIDTH
OF FOOTER BOULDER
1
POOL
FOOTER ROCK
'
ROCKS SHOULD NOT BE
GAPPED OR HAVE ANY
SIGNIFICANT SPACES
BANKFULL
NAIL FILTER FABRIC TO
BACK OF LOG VANE
BED
II—
r
ANCHOR LOG BY PINNING
WITH HEADER ROCK
51 OP E 1 %
HEADER ROCK, TYP.
30" MIN. DIA.
FOOTER ROCK, TYP.
30" MIN. DIA.
SECTION B-B
COVER UPSTREAM FACES
WITH NONWOVEN
GEOTEXTILE FABRIC, TYP.
PLAN VIEW
FOOTER LOG CUT OFF SILL
FOOTER LOG
CUT OFF SILL
NONWOVEN GEOTEXTILE
FABRIC, TYP.
LOG CROSS VANE
No.
REVISIONS
DATE
BY
NOT TO SCALE
1�
2 4�
Hiiley»>Horn
© 2021 KIMLEY—HORN AND ASSOCIATES, INC.
421 FAYETTEVILLE STREET, STE. 600, RALEIGH NC 27601
PHONE: [phone] FAX: [phone]
VWWV.KIMLEY-HORN.COM
NC LICENSE #F-0102
KHA PROJECT
011462061
DATE
5/14/2021
SCALE AS SHOWN
DESIGNED BY JLM
DRAWN BY DLH
CHECKED BY JLM
GREENSBORO ARBORETUM
STREAM RESTORATION
PREPARED FOR
CITY OF GREENSBORO
CITY OF GREENSBORO
NC
LOG VANENOT TO SCALE
�z
PRELIMINARY
O: o �@SS�o•.;.y9;;
4 SEAL
044608
<`'yy'•. 01 Nt;` 's
�F •......•
iiiiiiiiii
NOT FOR CONSTRUCTION
DETAILS
SHEET NUMB
24
ER

This document, together with the concepts and designs presented herein, as an instrument of service,
INNER BERM
THROAT WIDTH
TW)
sa DATA
TABLE BELOW
HEADER
BOULDER
OOTER
BOULDER
KEY IN VANE TO BANK
MINIMUM OF 4' AT AN
ELEVATION EQUAL TO
INNER BERM OR SLIGHTLY
LOWER
A
PLAN VIEW
20' TO
30'
POOL EXCAVATED PER
PROFILE
NOTES:
1. DEEPEST PART OF POOL TO BE IN LINE WITH WHERE
VANE ARM TIES INTO INNER BERM.
2. DO NOT EXCAVATE POOL TOO CLOSE TO FOOTER BOULDERS.
3. VOID SPACES BETWEEN BOULDERS SHALL BE PLUGGED WITH
APPROPRIATE SIZED STONE. BOULDERS SHOULD NOT HAVE
GAPS
4. COMPACT INNER BERM TO EXTENT POSSIBLE OR AT THE
DIRECTION OF THE ENGINEER.
5. POOL DEPTH SHOULD BE ACCORDING TO PROFILE.
HEADER BOULDER ,TYP.
SEE PROFILE FOR
FLOW ELEVATION
0.5'-0.75' BACKFILL, TYP.
BACKFILL WITH 2.0' WIDE x 3.0'
DEEP GRADATION OF CLASS A AND
B RIP RAP, AND NATURAL COBBLE
MATERIAL. NONWOVEN GEOTEXTILE
FABRIC TO BE USED BETWEEN
BOULDERS AND BACKFILL
NONWOVEN
GEOTEXTILE
FABRIC
EXCAVATED TRENCH J
FOR ROCK CROSS VANE
CONSTRUCTION
INNER BERM
FLOW
0.5'-0.75' BED
MATERIAL BACKFILL,
TYP.
BACKFILL WITH 2.0' WIDE x 3.0'
DEEP GRADATION OF CLASS A AND
B RIP RAP, AND NATURAL COBBLE
MATERIAL. NONWOVEN GEOTEXTILE
FABRIC TO BE USED BETWEEN
BOULDERS AND BACKFILL
SECTION A -A
SEE STRUCTURE
DATA TABLE
FOR SLOPE
2' MIN.
BED
EXCAVATED POOL
FOOTER BOULDER, TYP.
BOULDERS IN VANE ARM SHOULD
NOT BE GAPPED OR HAVE ANY
SIGNIFICANT SPACES
FOOTER BED. 6" DEPTH OF #57 STONE
NONWOVEN GEOTEXTILE FABRIC, TYP.
TIE VANE ARM INTO
INNER BERM ELEVATION UNLESS
THE MAXIMUM ARM SLOPE DOES
NOT ALLOW
NONWOVEN
GEOTEXTILE
FABRIC
SECTION B-B
HEADER
BOULDERS
FOOTER - BED
BOULDERS
BOULDERS IN VANE ARM SHOULD
NOT BE GAPPED OR HAVE ANY
SIGNIFICANT SPACES
J
J
z
m
ROCK CROSS VANE
NOT TO SCALE
Byy
BANK TOE
PLAN VIEW
BACKFILL
MATERIAL
BANKFULL
STREAM
BANK
HEADER BOULDER ,TYP.
MATCH UPSTREAM —\
INVERT ELEVATION
%//
BMD
BACKFILL MATERIAL
KEY STRUCTURE INTO
BANK. ELEVATION VARIES
BASED ON ARM SLOPE.
FILTER
FABRIC
BMW
SECTION A -A
7///////// //
BMD
BACKFILL MATERIAL —BMW
If SET HEADER BOULDER BACK
A MINIMUM OF 1/3 WIDTH
OF THE FOOTER BOULDER
V
STREAM
/, BANK
GRADE
EXCAVATED POOL
FOOTER BOULDER, TYP.
FILTER FABRIC, TYP.
AS
FILTER
FABRIC, TYP.
SECTION B-B
J
J
L�
z
m
STREAM
BANK
//7/////
COMPACTED SUB GRADE
NOTES:
1. REFER TO PROJECT SPECIFICATIONS FOR IN —STREAM STRUCTURE
PLACEMENT, CONSTRUCTION, AND MATERIAL REQUIREMENTS.
2. PLACED BOULDERS SHALL NOT BE GAPPED OR HAVE ANY
SIGNIFICANT SPACES.
3. STRUCTURE DIMENSIONS ARE CONTAINED WITHIN THE IN —STREAM
STRUCTURE DATA TABLE THIS SHEET.
ROCK VANE
NOT TO SCALE
No.
REVISIONS
DATE
BY
,iiley»>Horn
© 2021 KIMLEY-HORN AND ASSOCIATES, INC.
421 FAYETTEVILLE STREET, STE. 600, RALEIGH NC 27601
PHONE: [phone] FAX: [phone]
VWWV.KIMLEY-HORN.COM
NC LICENSE #F-0102
KHA PROJECT
011462061
DATE
5/14/2021
SCALE AS SHOWN
DESIGNED BY JLM
DRAWN BY DLH
CHECKED BY JLM
GREENSBORO ARBORETUM
STREAM RESTORATION
PREPARED FOR
CITY OF GREENSBORO
CITY OF GREENSBORO
NC
PRELIMINARY
*O: oF@SS�o•.;.y9;;
:@ 49;
4 SEAL r ; _
044608 •
ice,,• F ......•_�1 `,
NOT FOR CONSTRUCTION
DETAILS
SHEET NUMBER
25

This document, together with the concepts and designs presented herein, as an instrument of service,
PLANTING ZONE DESCRIPTIONS AND NOTES
ZONE 1 - LIVE STAKE PLANTINGS
LOCATION DESCRIPTION:
LOWER GRADED BANKS LOCATED BETWEEN NORMAL WATER ELEVATION AND BANKFULL ELEVATION.
PROPOSED GRADED BANK APPLICATION:
1. AMEND SOIL AS DESCRIBED IN SPECIAL CONDITIONS. SOIL AMENDMENT SHALL BE SUITABLE FOR
STREAM BANK APPLICATION, SO THAT AMENDMENTS ARE RESISTANT TO FREQUENT WATER INUNDATION.
2. APPLY TEMPORARY SEED AND PERMANENT SEED MIXTURES PER TABLES 2 AND 3 THIS SHEET AND
THE SPECIFICATIONS.
3. APPLY WHEAT STRAW MULCH PER GENERAL NOTES THIS SHEET AND THE SPECIFICATIONS.
4. INSTALL COIR FIBER MATTING PER THE COIR FIBER MATTING DETAIL ON ALL NEWLY GRADED STREAM
BANK SLOPES.
5. INSTALL LIVE STAKE PLANTINGS IN ACCORDANCE WITH TABLE 1, LIVE STAKE DETAIL THIS SHEET AND
THE SPECIFICATIONS. HERBACEOUS PLUGS SHOULD BE SUBSTITUTED FOR EVERY OTHER LIVE STAKE ON
THE LOWEST ROW OF PLANTINGS NEAREST THE STREAM BED.
ZONE 2 - BANKFULL PLANTINGS
_
LOCATION DESCRIPTION:
AREAS BETWEEN BANKFULL OUTWARD AND THE TOP OF BANK, AS SHOWN IN THE PLAN AND PROFILE
SHEETS.
APPLICATION:
1. AMEND SOIL AS DESCRIBED IN SPECIAL CONDITIONS. SOIL AMENDMENT SHALL BE SUITABLE FOR STREAM
BANK APPLICATION, SO THAT AMENDMENTS ARE RESISTANT TO FREQUENT WATER INUNDATION.
2. APPLY TEMPORARY SEED AND PERMANENT SEED MIXTURES PER TABLES 2, 3, AND 5 ON THIS SHEET
AND THE SPECIFICATIONS.
3. APPLY WHEAT STRAW MULCH PER GENERAL NOTES THIS SHEET AND THE SPECIFICATIONS.
4. INSTALL COIR FIBER MATTING ON ALL NEWLY GRADED OR DISTURBED SLOPES OF 3:1 OR STEEPER.
5. INSTALL TUBELING PLANTINGS IN ACCORDANCE WITH TABLE 1, SEE SPECIFICATIONS.
ZONE 3 - EASEMENT PLANTINGS
LOCATION DESCRIPTION:
UTILITY AND GREENWAY EASEMENT AREAS WITHIN THE PROJECT.
APPLICATION:
1. APPLY TO EXISTING UTILITY EASEMENT AREAS UTILIZED DURING CONSTRUCTION AS HAUL ROADS
OR STAGING AREAS.
2. AMEND SOILS WITH TOPSOIL AS DESCRIBED IN SPECIAL PROVISIONS.
3. APPLY TEMPORARY SEED AND PERMANENT SEED MIXTURES IN ACCORDANCE WITH TABLES 2 AND 4
ON THIS SHEET, AND THE SPECIFICATIONS.
4. APPLY WHEAT STRAW MULCH PER NOTES THIS SHEET, AND THE SPECIFICATIONS.
ZONE 4 - SPECIALIZED PLANTING AREAS
DEIDEIDE
❑❑❑❑❑E,
LOCATION DESCRIPTION:
AREAS OF SPECIALIZED PLANTINGS WITHIN THE ARBORETUM. TO BE PLANTED BY OTHERS
APPLICATION:
1. TO BE PLANTED BY OTHERS.
LIVE STAKE NOTES:
SEE SPECIAL PROVISIONS FOR INSTALLATION
AND CARE OF LIVE STAKES AND LIVE
CUTTINGS.
CUT TOP END FLAT,
AND CLIP OFF HAMMER
DAMAGE.
LATERAL BUD
FACING UPWARD
/
BARK RIDGE;
UNDAMAGED BARK
\
SIDE BRANCH
REMOVED
LOW SEASONAL
WATER TABLE
45" TAPER
BUTT END
/
5/8" - 1 1/4"
J
Ln
II
0
LIVE STAKE DETAIL
NOT TO SCALE
LIVE STAKE DRIVEN
AT RIGHT ANGLE TO
SURFACE SLOPE.
1
GROUND
SURFACE
TABLE 1: TREES AND SHRUBS PLANTING TABLE
SCIENTIFIC NAME
COMMOM NAME
TYPE 1
COMPOSITION
OF EACH ZONE
PLANT SPACING
FEET
ON
CENTER2
NUMBER
PER
1,000 SF3
ZONE 1 - LIVE STAKES
Cephalanthus occidentalis
Button Bush LS
20
3-4
250
Salix nigra
Black Willow* LS
5
Salixsericea
Silky Willow* LS
25
Sambucus canadensis
Elderberry LS
20
Cornus amomum
Silky Dogwood LS
30
ZONE 1 - HERBACEOUS PLUGS
Juncus effusus
Soft Rush
HP
50
3-4
250
Carexlurida
Shallow Sedge
HP
50
ZONE 2
Viburnumdentatum
Southern Arrowwood
T
25
8-12
15
Cornus amomum
Silky Dogwood
T
25
Llex glabra
Beauty Berry
T
15
Cephalanthus occidentalis
Button Bush
T
10
Photinia pyrifolia
Red Chokeberry
T
10
Alnus serrulata
Tag Alder
T
15
*WILLOW NOT TO BE PLANTED IN DUKE RIGHT-OF-WAY.
INCREASE OTHER PERCENTAGES AS NEEDED.
1. LS = LIVE STAKE, HP = HERBACEOUS PLUGS, T = TUBELINGS
2. AVERAGE FEET ON CENTER SPACING
3. AVERAGE NUMBER PER 1,000 SQUARE FEET OF PLANTING ZONE
GENERAL NOTES
INVASIVE SPECIES REMOVAL IS REQUIRED IN ALL PLANTING ZONES.
TEMPORARY PLANTING AND PERMANENT SEEDING SHALL OCCUR IMMEDIATLEY AFTER CONSTRUCTION TO STABILIZE
AREAS OF BARE SOIL. PERMANENT PLANTINGS SHALL BE COMPLETED BETWEEN NOVEMBER 15 AND MARCH 1.
HOWEVER, PLANTING MAY OCCUR OUTSIDE THIS WINDOW AS APPROVED BY DESIGN ENGINEER.
APPLY SOIL AMENDMENTS TO DISTURBED AREAS ACCORDING TO THE FOLLOWING TABLE AT 1,000 LBS/ACRE
(UNLESS SOIL TESTING INDICATED OTHERWISE AS APPROVED BY ENGINEER):
N2
10
P2 05
10
K20
10
APPLY LIME TO ADJUST SOIL pH IN ACCORDANCE WITH THE SPECIFICATIONS.
EXOTIC AND INVASIVE PLANTS, VINES, AND GRASSES SHALL BE TREATED AND REMOVED INSIDE ALL OF THE
PLANTING ZONES.
LONGER STAKES SHOULD BE
PLACED HIGHER ON THE BANK TO
HELP WITH PENETRATION INTO THE
WATER TABLE.
2'-3' LIVE CUTTING (DORMANT)
INSTALL WOVEN COIR FIBER MAT OVER
SEED AND MULCH APPLICATION PER COIR
FIBER MATTING DETAIL
\i"
ESTABLISHED PLANT SHOWN
FOR INFORMATION ONLY
INSTALL WOODEN STAKES
TO SECURE COIR FIBER
MATTING DETAIL
/\/.\ /.\ /.\ /\/
// /UNDIST RBED \\\/
// \>\\%\
LIVE STAKE INSTALLATION
NOT TO SCALE
TABLE 2: TEMPORARY SEED MIXTURE
SPECIES NAME
COMMON NAME
(AUG. 15-MAY 15)
PERCENT MIX
(MAY 16-AUG.14)
PERCENT MIX
ZONE 1 - 6
Secale cereale
Rye Grain
75
10
Utocholaramosa
Browntop Millet
5
80
Lolium multiflorum
Annual Rye
10
10
Triticum aestivum
Wheat Grass
10
0
* APPLICATION RATE OF 130 Ibs/ac
TABLE 3: PERMANENT RIPARIAN SEED MIXTURE1
SPECIES NAME
COMMON NAME
MIX PERCENTAGE
Agrostis perennans
Autumn bentgrass
10
Andropogon gerardii
Big Bluestem
5
Coreopsis lanceolata
Lan celeaf coreopsis
5
Elymus virginicus
Virginia wild rye
20
Juncus effusus
Soft Rush
25
Panicum virgatum
Switchgrass
15
Rudbeckia hirta
Black-eyed Susan
5
Schizachyrium scoparium
Little bluestem
5
Sorghastrum nutans
Indian grass
5
Tripsacum dactyloides
Eastern gamagrass
5
APPLICATION RATE OF 20-25 POUNDS PER ACRE.
TABLE 4: NON -RIPARIAN SEED MIX (NCDENR 6.1 1 )
DATE
SEEDING SCHEDULE
SHOULDERS, SIDE DITCHES, SLOPES (3:1)
Type
Planting Rate
Aug. 15-Nov. 1
Nov. 1-Mar. 1
Mar. 1-Apr. 15
Apr. 15-Jun. 15
Jun. 15-Aug. 15
Mar. 1-Jun. 1
(Mar. 1-Apr. 15)
(Mar. 1-Jun. 30)
(Mar. 1-Jun. 30)
Jun. 1-Sep. 1
Sep. 1-Mar. 1
(Nov. 1-Mar. 1)
Tall Fescue
Tall Fescue
& Abruzzi Rye
Tall Fescue
Hulled Common Bermudagrass
Tall Fescue
& Browntop Millet ***
or Sorghum -Sudan Hybrids
Slopes (3;1 to 2:1)
Sericea Lespedeza (scarified)
and
Add Tall Fescue
or Add Weeping Lovegrass
or Add Hulled Common Bermudagrass
Tall Fescue ***
& Browntop Millet ***
or Sorghum -Sudan Hybrids
Sericea Lespedeza
(unhulled-unscarified)
& Tall Fescue
Add Abruzzi Rye
* * *
* * *
250 Ibs./acre
250 Ibs./acre
25 Ibs./acre
250 Ibs./acre
12 Ibs./acre
60 Ibs./acre
35 Ibs./acre
30 Ibs./acre
50 Ibs./acre
60 Ibs./acre
5 Ibs./acre
8 Ibs./acre
60 Ibs./acre
35 Ibs./acre
30 Ibs./acre
70 Ibs./acre
50 Ibs./acre
25 Ibs./acre
CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE
FOR ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR
VEGETATION OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE
THOSE WHICH DO WELL UNDER LOCAL CONDITIONS: OTHER SEEDING RATE
COMBINATIONS ARE POSSIBLE.
*** TEMPORARY - RESEED ACCORDING TO OPTIMUM SEASON FOR
DESIRED PERMANENT VEGETATION. DO NOT ALLOW TEMPORARY COVER TO
GROW OVER 12 INCHES IN HEIGHT BEFORE MOWING, OTHERWISE, FESCUE
MAY BE SHADED OUT.
1)
SEEDING SPECIFICATIONS
AFTER ROUGH GRADING IS COMPLETED, TILL SOIL IN AREAS TO BE
SEEDED AND PLANTED TO A DEPTH OF SIX INCHES.
2) APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE TO
DISTURBED AREAS TO BE VEGETATED.
A MINIMUM OF 2 TONS LIMESTONE/ACRE WITH 3 TONS LIMESTONE
/ACRE IN CLAY SOILS OR PER SOILS TEST
35 LBS. 10-10-10 FERTILIZER/1000 SQ. FT. (1500 LBS/ACRE)
40 LBS. 50% SUPERPHOSPHATE/1000 SQ. FT. (1750 LBS/ACRE)
DISK NUTRIENTS INTO SOIL TO A DEPTH OF SIX INCHES UNTIL
SURFACE IS UNIFORM AND FREE OF LARGE DIRT CLODS.
4) Seeding permanent grass.
3.0 LBS. KY-31 TALL FESCUE/1000 SQ. FT. (130 LBS./ACRE) DURING
FEBRUARY 15 THROUGH MAY 15 OR AUGUST 15 THROUGH
NOVEMBER 15.
- OR-
3.0 LBS. KY-31 TALL FESCUE AND 2.0 LBS. ANNUAL RYEGRASS/1000
SQ. FT. DURING NOVEMBER 15 THROUGH FEBRUARY 15.
MULCH SEEDED AREA WITH SMALL GRAIN STRAW AT 90 LBS/1000
SQ. FT. (2 TONS/ACRE). SPREAD UNIFORMLY. APPROXIMATELY
OF GROUND SURFACE SHOULD BE VISIBLE TO AVOID BLOCKING
SUNLIGHT TO SEEDLINGS. ON AREAS WHERE THE GROUND
SURFACE EQUALS OR EXCEEDS A 3:1 SLOPE, AND IN THE INVERTS
OF ALL DRAINAGE SWALES, TACK MULCH WITH ASPHALT EMULSION
AT A RATE OF 400 GALLONS EMULSION PER ACRE OF STRAW.
3)
5)
6)
7)
8)
MULCH AROUND SHUBBERY AND TREES WITH PINE STRAW TO DEPTH
OF 3 INCHES.
TEMPORARY COVER
1.0 LBS. BROWN TOP MILLET/1000 SQ. FT. MAY THROUGH AUGUST 25.
- OR-
1.0 LBS. ANNUAL RYEGRASS/1000 SQ. FT. AUGUST 25 THROUGH APRIL.
MAINTENANCE REQUIREMENTS: REFERTILIZE IF GROWTH IS NOT
FULLY ADEQUATE. RESEED, REFERTILIZE, AND MULCH IMMEDIATELY
FOLLOWING EROSION OR OTHER DAMAGE.
GENERAL NOTES (CONT.)
MULCH
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING, WITH BIODEGRADABLE NETTING, OR A MULCH ANCHORING TOOL.
MAINTENANCE
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE, AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE PER SECTION 6.10 OF
NCDENR EROSION AND SEDIMENT CONTROL DESIGN MANUAL.
SEE EROSION AND SEDIMENT CONTROL PLANS AND SPECIAL PROVISIONS FOR GROUND COVER ESTABLISHMENT REQUIREMENTS. GROUND COVER MUST BE
ESTABLISHED ON ALL DISTURBED SURFACES PER NCDENR REQUIREMENTS OR SPECIAL PROVISIONS, WHICHEVER IS MORE STRINGENT.
No.
REVISIONS
DATE
BY
mley»Horn
© 2021 KIMLEY-HORN AND ASSOCIATES, INC.
421 FAYETTEVILLE STREET, STE. 600, RALEIGH NC 27601
PHONE: [phone] FAX: [phone]
VVVWV.KIMLEY-HORN.COM
NC LICENSE #F-0102
KHA PROJECT
011462061
DATE
5/14/2021
SCALE AS SHOWN
DESIGNED BY JLM
DRAWN BY DLH
CHECKED BY JLM
GREENSBORO ARBORETUM
STREAM RESTORATION
PREPARED FOR
CITY OF GREENSBORO
CITY OF GREENSBORO
NC
PRELIMINARY
/.#\
.,:ti llllllllll 4.
:@ �;
4 SEAL r ; .1.1.
044608•
ice, �F •......• _�1 `,
i�,,,',IR' L1 "```, %
NOT FOR CONSTRUCTION
PLANTING NOTES AND DETAILS
SHEET NUMBER
26

0
0
0
E
0
0
0
0
0
0
E
0
0
0
E
CC
0
0
0
E
No.
PLANTING LEGEND
ZJ❑❑❑EIDEIDE
ZONE 1 LIVE STAKE PLANTINGS
ZONE 2 — BANKFULL PLANTINGS
ZONE 3 — EASEMENT PLANTINGS
ZONE 4 — SPECIALIZED PLANTING AREAS
REVISIONS
\
1
kitufiL
DATE
y/l
BY
I
11000
7
WALKER AVE
KimIey» Horn
© 2021 KIMLEY—HORN AND ASSOCIATES, INC.
421 FAYETTEVILLE STREET, STE. 600, RALEIGH NC 27601
PHONE: [phone] FAX: [phone]
VWWV.KIMLEY-HORN.COM
NC LICENSE #F-0102
\
F
KHA PROJECT
011462061
DATE
5/14/2021
SCALE AS SHOWN
DESIGNED BY JLM
DRAWN BY DLH
CHECKED BY JLM
i
NG
20,1
NORTH. 84,03, ON
daiir
1111
fiath
q Is
jt'
j
GREENSBORO ARBORETUM
STREAM RESTORATION
PREPARED FOR
CITY OF GREENSBORO
CITY OF GREENSBORO
1
NC
PRELIMINARY
tttttttttttttt
,,•\ ► CA R04
4 SEAL r
044608tttttttttt
=
NOT FOR CONSTRUCTION
/
/
/
/
\
\ 1__
}--
/
NORTH
\
\
\
\
\
/<\
GRAPHIC SCALE IN FEET
0 50 100 200
PLANTING PLAN KEY SHEET
SHEET NUMBER
27

Kimley—Horn and Associates, Inc,
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
-00
0
/
0
0
is intended
This document, together with the concepts and designs presented herein, as an instrument of service,
o
(J07.
/�I \
( /J
I /
I I I
1 >
1 \ 1 I /
I I 1 / )
ra\\ \ \\\\ \ \
\
\\ \� \ \♦♦., ` \\
\N.,,,:iNiiN,1 ...:::'N'N:! ,;-k.::%:;.1\-N\NIN----; ,,..;-„:::lL---N„, N
,�0, ivy v♦ :.,,..,.
v♦♦A v\♦ \ \ \\v�3, �v v \ ♦ A♦ A \\\\l
\\ ♦♦�\\� �� �� \\\ \ \♦\\ \\
oS
3•.
,LiyA<
ems'°c
0o
<C'4f4,
-8 • p,
�'s
7�
/ 'tic / �-
�/ /' ,- L
�� � j .(1) 3"PVC & (1) >-->/2"
siO PVC - -♦
�ji/� GRAS�
/ /
i / // /
f
/ //
i' \
0
0000
❑ 0 0 0 0 0❑
00000000
00.00000.
0-r000.')c00 D
❑00,
00
❑00_
------===--I800�
WENDOVER AVENUE
\
SOA-
•
I
%•• math/ Iliff / af142
•
6Z 133HS 33S - 3NflH31VW
PLANTING LEGEND
MEE
ZJ❑❑❑C
❑❑❑❑❑
ZONE 1 LIVE STAKE PLANTINGS
ZONE 2 - BANKFULL PLANTINGS
ZONE 3 - EASEMENT PLANTINGS
ZONE 4 - SPECIALIZED PLANTING AREAS
GRAPHIC SCALE IN FEET
0 15 30 60
No.
REVISIONS
DATE
BY
i'mley»>Horn
© 2021 KIMLEY-HORN AND ASSOCIATES, INC.
421 FAYETTEVILLE STREET, STE. 600, RALEIGH NC 27601
PHONE: [phone] FAX: [phone]
VWWV.KIMLEY-HORN.COM
NC LICENSE #F-0102
KHA PROJECT
011462061
DATE
5/14/2021
SCALE AS SHOWN
DESIGNED BY JLM
DRAWN BY DLH
CHECKED BY JLM
GREENSBORO ARBORETUM
STREAM RESTORATION
PREPARED FOR
CITY OF GREENSBORO
CITY OF GREENSBORO
NC
PRELIMINARY
:@ V9;
- SEAL r ; _
• 044608 :
/#4,•.0iNth 4t
i/,',',IR' L..00s�
NOT FOR CONSTRUCTION
PLANTING PLAN
SHEET NUMBER
28

is intended only for the specific purpose and client for which it was prepared, Reuse of and improper reliance on this document without written authorization and adaptation by Kimley—Horn and Associates, Inc, shall be without liability to Kimley—Horn and Associates, Inc,
This document, together with the concepts and designs presented herein, as an instrument of service,
N
W
w
W
W
W
J
U
\ GRASS
/ -
'°� 30FiT
GRASS
DUKE ENERGY R/W LIMITS
TS
— (7) 3„PVC
Fo j?2,
?2-
CA
O
HE
- f ;:04
,1 •:,
�isf Sri�r.�j�� r�rrrr�}: T �rwr:;r _ r r �ji�i ' r j��
r w rrr�srj anal"' �r
r� r{l .r �'rrJr� 11:
ar �✓'t
�� ��� ��,' • •fir rr r _ /
NI'if6-'41.74y�p �r�s= rfr• r��
0
. - I /
OHE
GRASS \---
1�05
130
UGE
Ui8 RC
A
S).
CA
— UGE�
UGE --
PLANTING LEGEND
I
f
ZONE 1 LIVE STAKE PLANTINGS
ZONE 2 BANKFULL PLANTINGS
ZONE 3 EASEMENT PLANTINGS
ZONE 4 SPECIALIZED PLANTING AREAS
GRAPHIC SCALE IN FEET
0 15 30 60
i'mley»>Horn
© 2021 KIMLEY—HORN AND ASSOCIATES, INC.
421 FAYETTEVILLE STREET, STE. 600, RALEIGH NC 27601
PHONE: [phone] FAX: [phone]
VWWV.KIMLEY-HORN.COM
NC LICENSE #F-0102
KHA PROJECT
011462061
DATE
5/14/2021
SCALE AS SHOWN
GREENSBORO ARBORETUM
STREAM RESTORATION
PREPARED FOR
CITY OF GREENSBORO
CITY OF GREENSBORO
PRELIMINARY
iiiiiiiiii
• y SEAL "...."
•
•
044608
FBA
•
PLANTING PLAN
SHEET NUMBER
29
No.
REVISIONS
DATE
BY
DESIGNED BY JLM
DRAWN BY DLH
CHECKED BY JLM
NC
NOT FOR CONSTRUCTION

is intended only for the specific purpose and client for which it was prepared, Reuse of and improper reliance on this document without written authorization and adaptation by Kimley—Horn and Associates, Inc, shall be without liability to Kimley—Horn and Associates, Inc,
This document, together with the concepts and designs presented herein, as an instrument of service,
(1) 3;, PVC : 1-) 1-1/2' PVC
r}-r......rrrrrrr
r� �r�' =+3 r��=3—r�rf frrrrr rirYsrra r 1 r �rirrr..
,- = �r_a_��_��- '�� rrr.�r. rsrrrisrrrrr•U.I•I ry, �GF �` r1rS"S� F-T� w �s�'-rrr 3rr��w��� .J�1J•.1Y dr
r sue, ��-r +� rr
l�rnijr_f��J"'.�r�.S=�jJrj +jr�®
ry ����s41a Orr
H7821--
LtIr
y uJa��r��-141. 73' :: FrJ 2•r"Li
T:i•_�rrsrr-.
srJeF�dr � irrrrrs� r�+�.�u� � _crr �Gaer��c3�x�crarr.a�.r.rrrrrrt��y=
r�,z •? 3 ..err ���� f+rriirrfr��-rrr�s�
r ram; :r --;"" ---
���i�i•
...r-+•j ►-�'
1 1 , .r '1 ,� II
PLANTING LEGEND
ZONE 1 LIVE STAKE PLANTINGS
ZONE 2 BANKFULL PLANTINGS
ZONE 3 - EASEMENT PLANTINGS
ZONE 4 SPECIALIZED PLANTING AREAS
GRAPHIC SCALE IN FEET
0 15 30 60
No.
REVISIONS
DATE
BY
i'mley»>Horn
© 2021 KIMLEY-HORN AND ASSOCIATES, INC.
421 FAYETTEVILLE STREET, STE. 600, RALEIGH NC 27601
PHONE: [phone] FAX: [phone]
VVVWV.KIMLEY-HORN.COM
NC LICENSE #F-0102
KHA PROJECT
011462061
DATE
5/14/2021
SCALE AS SHOWN
DESIGNED BY JLM
DRAWN BY DLH
CHECKED BY JLM
GREENSBORO ARBORETUM
STREAM RESTORATION
PREPARED FOR
CITY OF GREENSBORO
CITY OF GREENSBORO
NC
PRELIMINARY
0,1111111iiii,
*O. oF@SSio•.'.y*,
�;
SEAL e
• 044608
ice,/F•......•_. `�,
NOT FOR CONSTRUCTION
PLANTING PLAN
SHEET NUMBER
30

is intended only for the specific purpose and client for which it was prepared, Reuse of and improper reliance on this document without written authorization and adaptation by Kimley—Horn and Associates, Inc, shall be without liability to Kimley—Horn and Associates, Inc,
This document, together with the concepts and designs presented herein, as an instrument of service,
ONE
ASPyALT
GRID TIE
6 54 � E 1
5
25 79'
(GRoONO)
ONE
O
LOD
ONE
PAVED PARKING LOT
LOD
LOD
/
ONE-
/
ONE
PLANTING LEGEND
❑ ❑ ❑ u L
❑❑❑❑E
ZONE 1 LIVE STAKE PLANTINGS
ZONE 2 BANKFULL PLANTINGS
ZONE 3 EASEMENT PLANTINGS
ZONE 4 SPECIALIZED PLANTING AREAS
GRAPHIC SCALE IN FEET
0 15 30 60
No.
REVISIONS
DATE
BY
i'mley»>Horn
© 2021 KIMLEY—HORN AND ASSOCIATES, INC.
421 FAYETTEVILLE STREET, STE. 600, RALEIGH NC 27601
PHONE: [phone] FAX: [phone]
VVVWV.KIMLEY-HORN.COM
NC LICENSE #F-0102
KHA PROJECT
011462061
DATE
5/14/2021
SCALE AS SHOWN
DESIGNED BY JLM
DRAWN BY DLH
CHECKED BY JLM
GREENSBORO ARBORETUM
STREAM RESTORATION
PREPARED FOR
CITY OF GREENSBORO
CITY OF GREENSBORO
NC
PRELIMINARY
so% CA Ho
SEAL
044608
•
t4%,/.1:/..:Af:. • . . • • ,k4k4
iiiiiiiiii
NOT FOR CONSTRUCTION
PLANTING PLAN
SHEET NUMBER
31

CROSS SECTION LEGEND
This document, together with the concepts and designs presented herein, as an instrument of service,
790
780
770
765
— 50
— 40
— 30
— 20
—10
105+50
0
105+00
10
20
30
40
790
780
770
765
50
790
780
775
— 50
790
780
775
— 50
790
780
775
— 50
— 40
— 40
— 30
— 30
— 20
— 20
—10
—10
0
104+50
0
104+00
10 20
10
20
30 40
30
40
— 40
— 30
— 20
—10
0
10
20
30
40
790
780
775
50
790
780
775
50
790
780
775
50
800
790
780
770
— 50
800
790
780
770
— 50
790
780
770
107+50
i
i
— 40
— 30
— 20
—10
0
107+00
10
20
30
40
I
— 40
— 30
— 20
—10
0
106+50
10
20
30
40
765
— 50
790
780
770
—40 —30
—20 —10
0 10
106+00
20 30
40
800
790
780
770
50
800
790
780
770
50
790
780
770
765
50
765
— 50
—40 —30
—20 —10
0 10
20 30
40
790
780
770
765
50
EXISTING GROUND
PROPOSED GROUND
CONSTRUCTED RIFFLE
. BOULDER TOE PROTECTION
NOTES:
1) REFER TO SHEET 7-9 FOR STREAM PROFILE
AND PROPOSED GRADING AND SHEET 11 FOR
TYPICAL SECTIONS,
No.
REVISIONS
DATE
BY
i'mley»>Horn
© 2021 KIMLEY—HORN AND ASSOCIATES, INC.
421 FAYETTEVILLE STREET, STE. 600, RALEIGH NC 27601
PHONE: [phone] FAX: [phone]
VVVWV.KIMLEY-HORN.COM
NC LICENSE #F-0102
KHA PROJECT
011462061
DATE
5/14/2021
SCALE AS SHOWN
DESIGNED BY JLM
DRAWN BY DLH
CHECKED BY JLM
GREENSBORO ARBORETUM
STREAM RESTORATION
PREPARED FOR
CITY OF GREENSBORO
CITY OF GREENSBORO
NC
PRELIMINARY
*O. oF@SS�-4.'.y9;;
:@ �9;
4 SEAL r ; 11.
044608 •
NOT FOR CONSTRUCTION
CROSS SECTIONS
SHEET NUMBER
32

CROSS SECTION LEGEND
This document, together with the concepts and designs presented herein, as an instrument of service,
790
780
770
765
- 50
790
780
770
765
- 50
790
780
770
765
- 50
790
780
770
765
- 50
109+50
-
- - - - -
-
- -
-
p'
-
I
- 40
- 30
- 20
- 10
0
109+00
10
20
30
40
790
780
770
765
50
BB
BB
xx
- 40
-40
- 30
- 30
- 20
- 20
- 10
-10
0
108+50
0
108+00
10
10
20
20
30
30
40
40
i
i
sx
- 40
- 30
- 20
-10
0
No.
REVISIONS
DATE
BY
10
20
30
40
790
780
770
765
50
790
780
770
765
50
790
780
770
765
50
i'mley»>Horn
© 2021 KIMLEY-HORN AND ASSOCIATES, INC.
421 FAYETTEVILLE STREET, STE. 600, RALEIGH NC 27601
PHONE: [phone] FAX: [phone]
VVVWV.KIMLEY-HORN.COM
NC LICENSE #F-0102
KHA PROJECT
011462061
DATE
5/14/2021
SCALE AS SHOWN
DESIGNED BY JLM
DRAWN BY DLH
CHECKED BY JLM
790
780
770
765
- 50
790
780
770
765
- 50
790
780
770
765
- 50
- 40
- 30
- 20
- 10
111+50
0
111+00
10
20
30
40
ss
\
- 40
- 30
- 20
-10
0
110+50
10
20
30
40
790
780
770
765
50
790
780
770
765
50
L
790
780
770
- 40
- 30
- 20
-10
0
110+00
10
20
30
40
790
780
770
765
50
765
- 50
- 40 -30 -20
- 10 0
10 20 30
GREENSBORO ARBORETUM
STREAM RESTORATION
PREPARED FOR
CITY OF GREENSBORO
CITY OF GREENSBORO
NC
PRELIMINARY
llllllllll
oFo•.'9 %
SEAL
•
044608 •
llllllllll
NOT FOR CONSTRUCTION
40
790
780
770
765
50
LIPVIVIWPW
EXISTING GROUND
PROPOSED GROUND
CONSTRUCTED RIFFLE
. BOULDER TOE PROTECTION
NOTES:
1) REFER TO SHEET 7-9 FOR STREAM PROFILE
AND PROPOSED GRADING AND SHEET 11 FOR
TYPICAL SECTIONS,
CROSS SECTIONS
SHEET NUMBER
33

CROSS SECTION LEGEND
This document, together with the concepts and designs presented herein, as an instrument of service,
790
780
770
765
— 50
790
780
770
765
— 50
790
780
770
765
— 50
790
780
770
113+50
1
i
— 40
— 30
— 20
—10
0
113+00
10
20
30
40
790
780
770
765
50
/
z
— 40
— 30
— 20
—10
0
112+50
10
20
30
40
790
780
770
765
50
7
— 40
— 30
— 20
—10
0
112+00
10
20
30
40
790
780
770
765
50
765
— 50
— 40
— 30
— 20
—10
0
10 20
30 40
790
780
770
765
50
790
780
770
765
— 50
790
780
770
765
— 50
115+50
\
7 /
•00.,:;05.00,0000.
---
-40
— 30
— 20
—10
0
115+00
10
20
30
40
790
780
770
765
50
790
780
770
— 40
— 30
— 20
—10
0
114+50
10
20
30
40
790
780
770
765
50
765
— 50
790
780
770
—40 —30 —20
—10 0
114+00
10 20 30
40
790
780
770
765
50
765
— 50
—40 —30 —20
—10 0
10 20 30
40
790
780
770
765
50
EXISTING GROUND
PROPOSED GROUND
CONSTRUCTED RIFFLE
BOULDER TOE PROTECTION
NOTES:
1) REFER TO SHEET 7-9 FOR STREAM PROFILE
AND PROPOSED GRADING AND SHEET 11 FOR
TYPICAL SECTIONS,
No.
REVISIONS
DATE
BY
i'mley»>Horn
© 2021 KIMLEY—HORN AND ASSOCIATES, INC.
421 FAYETTEVILLE STREET, STE. 600, RALEIGH NC 27601
PHONE: [phone] FAX: [phone]
VVVWV.KIMLEY-HORN.COM
NC LICENSE #F-0102
KHA PROJECT
011462061
DATE
5/14/2021
SCALE AS SHOWN
DESIGNED BY JLM
DRAWN BY DLH
CHECKED BY JLM
GREENSBORO ARBORETUM
STREAM RESTORATION
PREPARED FOR
CITY OF GREENSBORO
CITY OF GREENSBORO
NC
PRELIMINARY
llllllll
*O• . oF@SS1o•.'.y9;;
:@ �9;
4 SEAL r ; _
• 044608
NOT FOR CONSTRUCTION
CROSS SECTIONS
SHEET NUMBER
34

CROSS SECTION LEGEND
This document, together with the concepts and designs presented herein, as an instrument of service,
780
770
765
117+50
- 50
780
770
765
- 50
780
770
765
- 50
780
770
765
- 40
- 30
- 20
- 10
0
117+00
10
20
30
40
780
770
765
50
,-- ----- ---
--- ---
--,,-,..7.=,::
- 40
- 40
- 30
- 30
- 20
- 20
- 10
-10
0
116+50
0
116+00
10
10
20
20
30
30
40
40
/
- 50
- 40
- 30
- 20
-10
0
10
20
30
40
780
770
765
50
780
770
765
50
780
770
765
50
780
770
765
- 50
780
770
765
- 50
780
770
765
780
770
765
- 50
- 40
- 40
- 30
- 30
- 20
- 20
-10
-10
119+50
0
119+00
0
118+50
10
10
20
20
30
30
40
40
780
770
765
50
780
770
765
50
- 50
- 40
- 40
- 30
- 30
- 20
- 20
-10
-10
0
118+00
0
10
10
20
20
30
30
40
40
780
770
765
50
780
770
765
50
EXISTING GROUND
PROPOSED GROUND
CONSTRUCTED RIFFLE
BOULDER TOE PROTECTION
NOTES:
1) REFER TO SHEET 7-9 FOR STREAM PROFILE
AND PROPOSED GRADING AND SHEET 11 FOR
TYPICAL SECTIONS,
No.
REVISIONS
DATE
BY
i'mley»>Horn
© 2021 KIMLEY—HORN AND ASSOCIATES, INC.
421 FAYETTEVILLE STREET, STE. 600, RALEIGH NC 27601
PHONE: [phone] FAX: [phone]
VVVWV.KIMLEY-HORN.COM
NC LICENSE #F-0102
KHA PROJECT
011462061
DATE
5/14/2021
SCALE AS SHOWN
DESIGNED BY JLM
DRAWN BY DLH
CHECKED BY JLM
GREENSBORO ARBORETUM
STREAM RESTORATION
PREPARED FOR
CITY OF GREENSBORO
CITY OF GREENSBORO
NC
PRELIMINARY
�O: oF@SS�o••;.y9;;
:@ �;
4 SEAL el _
044608
ice, ;F •......• _�1 `�,
NOT FOR CONSTRUCTION
CROSS SECTIONS
SHEET NUMBER
35

is intended only for the specific purpose and client for which it was prepared, Reuse of and improper reliance on this document without written authorization and adaptation by Kimley—Horn and Associates, Inc, shall be without liability to Kimley—Horn and Associates, Inc,
This document, together with the concepts and designs presented herein, as an instrument of service,
780
770
765
- 50
780
770
765
- 50
121+00
N
- 40
- 30
- 20
-10
0
120+50
10
20
30
40
7
7
780
770
765
- 50
- 40
- 30
- 20
- 10
0
120+00
10
20
30
40
780
770
765
50
780
770
765
50
7
- 40
- 30
- 20
- 10
0
10
20
30
40
780
770
765
50
780
770
765
- 50
780
770
- 40
- 30
- 20
- 10
122+00
0
121+50
10
20
30
40
780
770
765
50
765
- 50
7
7
7
7
- 40 -30
- 20
- 10
0
10
20
30
40
780
770
765
50
CROSS SECTION LEGEND
osmsmsmaJ
EXISTING GROUND
PROPOSED GROUND
CONSTRUCTED RIFFLE
- BOULDER TOE PROTECTION
NOTES:
1) REFER TO SHEET 7-9 FOR STREAM PROFILE
AND PROPOSED GRADING AND SHEET 11 FOR
TYPICAL SECTIONS,
No.
REVISIONS
DATE
BY
i'mley»>Horn
© 2021 KIMLEY-HORN AND ASSOCIATES, INC.
421 FAYETTEVILLE STREET, STE. 600, RALEIGH NC 27601
PHONE: [phone] FAX: [phone]
VVVWV.KIMLEY-HORN.COM
NC LICENSE #F-0102
KHA PROJECT
011462061
DATE
5/14/2021
SCALE AS SHOWN
DESIGNED BY JLM
DRAWN BY DLH
CHECKED BY JLM
GREENSBORO ARBORETUM
STREAM RESTORATION
PREPARED FOR
CITY OF GREENSBORO
CITY OF GREENSBORO
NC
PRELIMINARY
�O: oF@SS�o•.;.y9;;
:@ �;
4 SEAL el _
044608•
ice,,• F ......•_�1 `,
NOT FOR CONSTRUCTION
CROSS SECTIONS
SHEET NUMBER
36

CROSS SECTION LEGEND
This document, together with the concepts and designs presented herein, as an instrument of service,
790
780
775
-50
800
790
780
775
800
790
780
775
800
790
780
775
-50
— 50
— 40
— 40
— 40
— 30
— 30
— 30
— 20
— 20
— 20
—10
—10
—10
101+50
0
101+00
0
100+50
0
100+00
10
10
10
20
20
20
30
30
30
40
40
40
790
780
775
50
800
790
780
775
50
800
790
780
775
50
---
—
' ' 10x 7RCBC
_ i �
\
— 50
— 40
— 30
— 20
—10
0
10
20
30
40
800
790
780
775
50
790
780
775
790
780
775
790
780
775
— 50
103+50
1
N.
— 50
— 50
— 40
— 40
— 30
— 30
— 20
— 20
—10
—10
0
103+00
0
102+50
10
10
20
20
30
30
40
40
790
780
775
50
790
780
775
50
790
780
775
— 50
— 40
— 30
— 20
—10
0
102+00
10
20
30
40
790
780
775
50
— 40
— 30
— 20
—10
0
10
20
30
40
790
780
775
50
skapawaval
etTlebairvirve
41,0141,01.1
EXISTING GROUND
PROPOSED GROUND
CONSTRUCTED RIFFLE
BOULDER TOE PROTECTION
NOTES:
1) REFER TO SHEET 7-9 FOR STREAM PROFILE
AND PROPOSED GRADING AND SHEET 11 FOR
TYPICAL SECTIONS,
No.
REVISIONS
DATE
BY
i'mley»>Horn
© 2021 KIMLEY—HORN AND ASSOCIATES, INC.
421 FAYETTEVILLE STREET, STE. 600, RALEIGH NC 27601
PHONE: [phone] FAX: [phone]
VVVWV.KIMLEY-HORN.COM
NC LICENSE #F-0102
KHA PROJECT
011462061
DATE
5/14/2021
SCALE AS SHOWN
DESIGNED BY JLM
DRAWN BY DLH
CHECKED BY JLM
GREENSBORO ARBORETUM
STREAM RESTORATION
PREPARED FOR
CITY OF GREENSBORO
CITY OF GREENSBORO
NC
PRELIMINARY
�O: oF@SS�o•.;.y9;;
4 SEAL el _
• 044608
F•......•_ , ,,
NOT FOR CONSTRUCTION
CROSS SECTIONS
SHEET NUMBER
37