20150005 Ver 1_Site Plan_20150108

Strickland, Bev
From: Smith, Paul <PauiSmith0yWkoo|pert.com>
Sent: Thursday, January U8'ZUl54:35PK4
To: Strickland, Bev
Cc: Kirkpatrick, Robert (Robert.Kirkpatrick@ra|eighncgov)
Subject: RE: DVVR# 15'0005 Big Branch Stabilization
Attachments: 073006_Sheetsl'8.pdf
Hello Beverly— Peryour requestto Mr. Hinkle below, I've attached the signed digital drawing files to our FTP server in
TIFF and PDF format. The server address and login information are listed below.
u*ername:VVoo|pert
Password: number1
Please let me know if you have any issues retrieving the files. The combined pdf file was small enough to e-mail so I'X?A
;ittached the file. Please let me know if you need any additional information. V
Paul A. Smith P.E.
Woolpert
11381 [armei Commons 8bd' Suite 388
[har�otteN[' 28226
D7&4.526.3114 � 0 704. 5215. 6284 � [784.516.6394
From: Kirkpatrick, Robert
Sent: Thursday, ]anuaryO8 20159:18AM
To: Smith, Paul
Subject: FW: IDWR# 15-0005 - Big Branch Stabilization
See below.
Thanks, RK
From: Strickland, Bev
Sent: Tuesday, ]anuaryO6, 2015 11:38 AM
To: Hinkle, Blair
Subject: IDWR# 15-0005 - Big Branch Stabilization
Mr. Hinkle,
1

Please provide a data CD or ftp site with a full size version of the signed plans
in TIF Group 4 format (black and white 300clpi, not grayscale or color). If the plans
are too large to store in TIF format, they can be stored in PDF.
Thanks
Bev
Beverly Strickland, Administrative Officer
NCDENR .. Division cif `dilater Resources
Physical: Suite 1219, 512 N Salisbury, NC
Mailing: Mail Service Center 1617, Raleigh, NC 27699--1617
Phone# [phone]
Email Address: ..U..e..v..,..S.t..r.i..c.kl.a.n.d..(_.n.c.den.r,.goy
. .... .... ......
E -mail correspondence to andjroin this address may be subject to the North Carolina Public Records Low and may be
disclosed to third parties.

INDEX OF SHEETS
1
TITLE SHEET
2
GENERAL NOTES AND LEGEND
3
PLAN & PROFILE SHEET
STA. 0 +00 TO STA. 5 +50
4
CROSS — SECTIONS
5
CROSS — SECTIONS
6
STREAM RESTORATION DETAILS
7
STREAM RESTORATION DETAILS
8
STREAM RESTORATION DETAILS
THE CITY OF RAL
PUBLIC WORKS DEPART
%:
"2Tq&L1 S E0 "9 / /-`
Q� ���������i��!���i���l�� iii■
EIGH
RENT
j
j
PER
rs
BIG BRANCH CHANNEL STABILIzKriON PROJECT
SM 2014m68
CITY MANAGER W� R
RUFFIN L HALL NANCYMrCFARLANE
CALL NC OPECALLN
STO P
BEFORE YOU DIG
1- 800 -632 -4949
.AVOID UIM DAMAGE.
. .) . .) ,
11301 Carmel Commons Blvd.
IL A/ Suite 300
Charlotte, NC 28266
ill/ O Q L P E R T 704.525.6284
DESIGN I GEOSPATIAL I INFRASTRUCTURE FAX: X: 704.525.8529
NC Firm License No. P -0648
VICTY MAP
FAIRFAX D
5 Q �O� IVY LANE
MILLB OOK ROAD
CEDAR yv ?
�L Q4 RST DR. C
N TH o o
OR wooD . �
PiN @CROAT DR $ 0
0 �
'NC�aV HEMINGWAY DR
THOREAU DR.
ROWAN STREET R p c
o
� GA R
f & DRit�
a $
HARDIMONT RO
R °qo Z
I-44o o�
S DR.
PROJECT SITE COMA 70 R.
/'V414180 �
OR'
,<
31592 �•"ts
FINAL DRAWING
NOT RELEASED FOR CONSTRUCTION
No. DATE REVISIONS
FILE NO.
O
Z
W 1

6
x
TEL
■
GATV
■
PROP.
v
LEGEND
-TREE
-TREE TO BE REMOVED
-DO NOT DISTURB
- TELEPHONE PEDESTAL
-CABLE TV PEDESTAL
- EXISTING
- PROPOSED
- DUCTILE IRON PIPE
-TO BE REMOVED
-TO BE ADJUSTED BY OTHERS
-TO BE REMOVED AND REPLACED
- CONSTRUCTION ACCESS LIMITS
-SILT FENCE
-SEE DETAIL NO. 2 ON SHEET 6
BANK TREATMENTS
EIP - EXISTING IRON PIPE
EIS - EXISTING IRON STAKE
CP - COMPUTED POINT
ISS -IRON STAKE SET
R/W -RIGHT OF WAY
N/F -NOW OR FORMERLY
WL -WATER LINE
SS - SANITARY SEWER LINE
O - MANHOLE
r4 -WATER VALVE
t -SPOT ELEVATION
- PROPERTY LINE
P.D.E - PERMANENT DRAINAGE EASEMENT
P.U.D.E. - PERMANENT UTILITY & DRAINAGE EASEMENT
T.C.E. - TEMPORARY CONSTRUCTION EASEMENT
0011000 SLOPE BANKS AS SHOWN, SEED, MULCH, INSTALL PERMANENT TRM,
❑ ❑ ° ° ❑ ❑ LIVE STAKING, AND TREE PLANTINGS
EXCAVATE MATERIAL
I ff I I I -III =1 COMPACTED FILL
III - III -III
FILL WITH EXISTING CREEK BOTTOM MATERIAL / CLASS I RIP RAP
INSTALL CLASS II RIP RAP
INSTALL 3'X3X2' MINIMUM SIZE CUT BOULDERi
• THE FOLLOWING CITY OF RALEIGH DETAILS ARE INCLUDED BY REFERENCE:
• SW -20.01 - STANDARD TEMPORARY (SEDIMENT /SILT) FENCE;
• SW -20.03 - STANDARD TREE PROTECTION DETAIL;
• SW -20.09 - CONSTRUCTION ENTRANCE;
• PRCR -01 - TREE PROTECTION FENCE;
• PRCR -02 - TREE PROTECTION FENCE LAYOUT;
• PRCR -03 - TREE PLANTING DETAIL
• THESE ARE AVAILABLE IN PDF, AUTOCAD, OR MICROSTATION AT THE CITY OF RALEIGH
WEBSITE UNDER BUSINESS & DEVELOPMENT, DEVELOPMENT RESOURCES, STANDARD
DETAIL DRAWINGS.
LANDSCAPE NOTES
1. ALL LANDSCAPED AREAS ARE TO RECEIVE A MINIMUM OF 4" OF TOPSOIL.
2. ALL PLANT MATERIAL SHALL BE HEALTHY, VIGOROUS, AND FREE OF PESTS AND DISEASE.
3. ALL PLANT MATERIAL SHALL BE CONTAINER GROWN OR BALLED AND BUR LAPPED AS INDICATED IN THE PLANT
PLANTS SHALL HAVE ALL STRINGS OR ROPES AT THE BASE OF THE PLANT CUT AWAY FROM THE TRUNK.
4. ALL TREES SHALL HAVE A STRAIGHT TRUNK AND FULL HEAD AND MEET ALL REQUIREMENTS SPECIFIED.
5. ALL PLANT MATERIAL SHALL BE UNDER A ONE (1) YEAR WARRANTY AFTER ACCEPTANCE.
6. THE CONTRACTOR IS RESPONSIBLE FOR PERMANENT SEEDING ALL DISTURBED AREAS.
7. TOTAL DISTURBED PROJECT AREAS IS 0.81 AC.
DOWNSTREAM AREA = 0.57 AC
UPSTREAM AREA = 0.24 AC
SEEDING NOTES
1. SCARIFY TOP 6" SEEDING AREAS.
2. REMOVE ALL LOOSE ROCK, ROUTS AND OTHER OBSTRUCTIONS LEAVING SURFACE SMOOTH AND UNIFORM.
3. APPLY FERTILIZER (10- 10 -10) AT A RATE OF 1000 LBS /ACRE & LIME AT A RATE OF 2000 LBS /ACRE.
4. FILL AREA UNTIL A WELL - PULVERIZED, FIRM RELATIVELY UNIFORM SEEDBED IS PREPARED 4" TO 6" DEEP.
5. APPLY PERMANENT AND TEMPORARY SEED MIX PER THE SPECIFIED MIXES AND RATES.
6. APPLY MULCH AT 4000 LBS /ACRE GRAIN STRAW.
7. INSTALL THE PERMANENT TURF REINFORCEMENT MATTING PER THE MANUFACTURER'S RECOMMENDATIONS.
8. WATER SEEDING AREAS AT LEAST 1" PER WEEK UNTIL GROUND COVER IS ESTABLISHED. NATURAL RAIN FALL
AMOUNTS CAN OFFSET CONTRACTOR WATERING REQUIREMENTS.
LIVE STAKING NOTES
1. STAKES TO BE INSTALLED IN TRIANGULAR PATTERN 3' APART WITH 2 TO 4 STAKES PER SQUARE YARD.
2. THE BUDS SHOULD BE ORIENTED UP WITH 4 /5T"S OF THE LENGTH BELOW GRADE.
3. CREATE A PILOT HOLE THROUGH THE MATTING BEFORE INSTALLING THE STAKING.
4. STAKES SHOULD BE INSTALLED AT RIGHT ANGLES TO THE SLOPE. TAMPING WITH A DEAD BLOW HAMMER. ANY
SPLIT STAKES SHALL BE REPLACED.
5. REFER TO SHEETS 3 & 4 FOR PLATING LOCATIONS.
PERMANENT RIPARIAN SEED MIX 40 LBS /ACRE
PLANT LIST
QTY
COMMONNAME
SCIENTIFIC NAME
I SIZE /SPACING
CONDITION
TREES
7
WILLOW OAK
QUERCOS PHELLOS
3" TO 3 1/2' CALIPER
BALLED IN BURLAP
7
RED MAPLE
ACER RUBRUM
3" TO 3 1/2- CALIPER
BALLED IN BURLAP
LIVE STAKE SPECIES
225
SILKY WILLOW
SALIX SERICEA
30" LONG / 3 FEET
DORMANT AND
10
BRUSH GRASS
AND SPECIFICATIONS.
N CENTER
MOIST CONDITION
225
VIRGINIA WILLOW
ITEA VIRGINICA
30" LONG / 3 FEET
DORMANT AND
LITTLE BLUESTEM
SCHIZACHYRIUM
10
ON CENTER
MOIST CONDITION
225
ELDER BERRY
SAMBUCUS
30" LONG / 3 FEET
DORMANT AND
LATIFOLIUM
d'
ti
CANADENSIS
ON CENTER
MOIST CONDITION
225
BUTTON BUSH
CEPHALANTHUS
30" LONG / 3 FEET
DORMANT AND
SETARIA ITALICA
50
OCCIDENTALIS
ON CENTER
MOIST CONDITION
PERMANENT RIPARIAN SEED MIX 40 LBS /ACRE
COMMON NAME
SCIENTIFIC NAME
PERCENTAGE
INDIAN GRASS
SORGHASTRUM
15
ARE TO BE
NUTANS
CONTRACTOR AS DIRECTED BY THE CITY, OR THE
VIRGINIA WILDRYE
ELYMUS VIRGINICUS
15
BEAKED PANICGRASS
PANICUM ANCEPS
15
DEER TONGUE
DICHANTHELIUM
15
AS DIRECTED BY THE CITY. ALL TRAFFIC CONTROL SHALL COMPLY
CLANDESTINUM
ON UNIFORM
EASTERN BOTTLE
ELYMUS HYSTRIX
10
BRUSH GRASS
AND SPECIFICATIONS.
BIG BLUESTEM
ANDROPOGON
10
GERARDII
LITTLE BLUESTEM
SCHIZACHYRIUM
10
C
M
SCOPARIUM
N
4R
N~
INDIAN WOODOATS
CHASMANTHIUM
5
M
LATIFOLIUM
d'
ti
SOFT RUSH
JUNCUS EFFUSUS
5
TEMPORARY SEED MIX 40 LBS /ACRE
RYE GRAIN
SECALE CEREALE
50
FOXTAIL MILLET
SETARIA ITALICA
50
TEMPORARY SEED MIX TO BE APPLIED 1N COMBINATION
WITH THE PERMANENT RIPARIAN SEED MIX.
GENERAL NOTES
1. ALL WORK SHALL COMPLY WITH NCDOT AND THE CITY OF RALEIGH STANDARDS AND SPECIFICATIONS, UNLESS OTHERWISE
NOTED.
2. THE CONTRACTOR SHALL KEEP ALL DISTURBED AREAS TO A MINIMUM.
ALL AREAS DISTURBED BY THE CONTRACTOR
SHALL BE RESTORED IN ACCORDANCE WITH
THE PLANS,
STANDARDS, AND
SPECIFICATIONS.
3. ADDITIONAL EROSION CONTROL DEVICES
ARE TO BE
INSTALLED BY THE
CONTRACTOR AS DIRECTED BY THE CITY, OR THE
CITY REPRESENTATIVE.
oo
WN
4. TRAFFIC CONTROL SHALL BE INSTALLED
AND MAINTAINED THROUGHOUT
THE PROJECT BY THE CONTRACTOR, IN
ACCORDANCE WITH THE PLANS AND SPECIFICATIONS
OR
AS DIRECTED BY THE CITY. ALL TRAFFIC CONTROL SHALL COMPLY
WITH THE LATEST EDITION OF THE MANUAL
ON UNIFORM
TRAFFIC CONTROL
DEVICES, NCDOT STANDARDS AND
SPECIFICATIONS, AND THE CITY OF RALEIGH
STANDARDS
AND SPECIFICATIONS.
5. THE CONTRACTOR SHALL COMPLY WITH ALL CURRENT OSHA AND OTHER SAFETY STANDARDS AND REGULATIONS.
6. UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND RECORDS,
AND THEIR LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY. THERE MAY BE OTHERS, THE EXISTENCE OF WHICH IS AT
PRESENT NOT KNOWN. VERIFICATION OF THE LOCATIONS OF UNDERGROUND UTILITIES, SHOWN OR NOT SHOWN, SHALL BE THE
SOLE RESPONSIBILITY OF THE CONTRACTOR.
7. DURING ALL PHASES OF CONSTRUCTION, CARE SHALL BE TAKEN TO MINIMIZE DAMAGE TO EXISTING IMPROVEMENTS ON
OR ADJACENT TO THE SITE. ANY ITEMS DAMAGED SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE OWNER
AT THE CONTRACTOR'S EXPENSE.
8. TEMPORARY RESIDENTIAL FENCING WILL BE REQUIRED WITHIN BACKYARDS OF LOTS, AS DIRECTED BY THE CITY OR THE
CITY REPRESENTATIVE.
9. WORKING HOURS SHALL BE LIMITED FROM 8:00 AM TO 6:00 PM MONDAY THROUGH FRIDAY.
CONSTRUCTION SEQUENCE
1. THE CONTRACTOR SHALL HAVE ALL UTILITIES MARKED PRIOR TO THE PRE- CONSTRUCTION CONFERENCE.
2. THE CONTRACTOR IS RESPONSIBLE FOR ATTENDING A PRE - CONSTRUCTION MEETING ONSITE WITH CITY OF RALEIGH STAFF
AND THE DESIGN ENGINEER.
3. SUBMITTALS AND OR SHOP DRAWINGS SHALL BE PROVIDED AT THE PRE- CONSTRUCTION MEETING AND APPROVED BY
THE CITY PRIOR TO BEGINNING ANY WORK. CONTRACTOR SUBMITTALS WILL ALSO INCLUDE A WATER CONTROL PLAN,
PRODUCT AND MATERIAL SUBMITTALS.
4. CONSTRUCTION NOTICES SHALL BE HAND DELIVERED TO ALL RESIDENTS WITHIN THE CONSTRUCTION VICINITY AS DIRECTED
AND APPROVED BY THE CITY. ALL CONSTRUCTION NOTICES MUST BE REVIEWED AND APPROVED BY THE ENGINEER AND CITY
PRIOR TO DISTRIBUTION.
5. INSTALL EROSION CONTROL MEASURES TO INCLUDE; IMPERVIOUS DIKES, PUMP -A -ROUND SYSTEM, SEDIMENT BAGS, SILT
FENCE AND CONSTRUCTION ENTRANCE IN ACCORDANCE WITH THE CONSTRUCTION PLANS. CONTRACTOR SHALL ONLY CLEAR
ENOUGH TO INSTALL SEDIMENT AND EROSION CONTROL DEVICES. ALL EROSION CONTROL MEASURES SHALL BE INSPECTED
AND APPROVED BY THE STORMWATER CONTROL INSPECTOR. AFTER SITE APPROVAL FOR SEDIMENT AND EROSION CONTROL
DEVICES IS GRANTED, SITE WORK CAN COMMENCE.
6. ONCE APPROVED BY THE CITY OF RALEIGH, THE CONTRACTOR SHALL BEGIN CLEARING AND GRUBBING THE SITE. SELECT
TREES ARE TO BE CUT AND GROUND 6- INCHES BELOW GROUND LEVEL IN ACCORDANCE WITH THESE CONSTRUCTION PLANS
AND AS DIRECTED BY THE CITY.
DOWNSTREAM AREA (STA. 2 +19 TO STA. 4 +77)
7. THE CONTRACTOR TO INSTALL UPSTREAM & DOWNSTREAM IMPERVIOUS DIKES AT STATIONS 2 +19 AND 4 +77 AND INSTALL
PUMP -A -ROUND SYSTEM IN ACCORDANCE WITH DETAIL, SHEET #7 OF THESE CONSTRUCTION PLANS.
8. CONTRACTOR TO INSTALL A PUMP IN THE WORK ZONE TO COMPLETELY DEWATER THE WORK AREA BRINGING THE GROUND
WATER ELEVATION TO AT LEAST 1 FOOT BELOW THE LOWEST EXCAVATION ELEVATION.
9. EXCAVATE THE CHANNEL BANKS TO THE EXCAVATION LIMITS AND STOCKPILE ANY REUSABLE MATERIAL ON THE CITY
OWNED PROPERTY.
10. EXCAVATE THE CREEK BED MATERIAL AND BOULDERS TO THE PROPOSED GRADES AND STOCKPILE THE MATERIAL ON THE
CITY OWNED PROPERTY FOR REUSE.
11. PERFORM THE BOULDER INSTALLATION INSIDE THE CHANNEL AND ALONG THE RIGHT BANK OF THE CREEK. UNDERCUT
AND COMPACT THE BOULDER SUBGRADE MATERIAL TO ACHIEVE 95% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY IN
ACCORDANCE WITH ASTM D698.
12. INSTALL THE FILL ON THE RIGHT BANK (LOOKING UPSTREAM) BEHIND THE BOULDERS TO FINISH GRADES COMPACTING IN
6" LIFTS TO 95% PER ASTM D698.
13. INSTALL THE TOPSOIL, RESTORATION SEEDING AND PYRAMAT PERMANENT TURF REINFORCEMENT MATTING (OR APPROVED
EQUAL) PER PLAN ALONG THE RIGHT BANK. TURF REINFORCEMENT MATTING TO BE FULLY ANCHORED PER THE
MANUFACTURER'S RECOMMENDATIONS AND CONSTRUCTION PLAN DETAILS.
14. PERFORM THE LEFT BANK IMPROVEMENTS (LOOKING UPSTREAM) AND FINAL CHANNEL GRADING WORKING UPSTREAM
TOWARDS STATION 5 +50.
15. INSTALL THE LANDSCAPE IMPROVEMENTS INCLUDING OVERSEEDING WITH RESTORATION SEED MIX, TREE PLANTINGS & LIVE
STAKING PER PLANS.
16. ONCE THE CITY OF RALEIGH ACCEPTS THE WORK BETWEEN STATIONS 2 +10 AND 5 +20 THE DEWATERING SYSTEM CAN BE
REMOVED AND FLOW CAN BE RESTORED THROUGH THE PROJECT AREA.
17. CONTRACTOR SHALL PROVIDE FINAL AS -BUILT DRAWINGS TO THE CITY OF RALEIGH DEPICTING ANY FIELD CHANGES TO
THE ORIGINAL DESIGN.
o \ \ \ullluI// / / //, _
.�`�\A CARO �''%
�. ES . <
031592
FNG
FINAL DRAWING
NOT RELEASED FOR CONSTRUCTION
Z
O
W
W
FA-
°0
0
lb�
d-
w cr
ui
Z
CV
~
O
�
oo
WN
�U)
<
W
V W
Y
IL
a
ow G c
U
Imo,
J
0
Q
V
0
Z
w
0
W
t
LL
0
u �
�
i
W
LL
� a�
00 J�
08
O9'
):°
V
W
0
m
CL
Z
0
Q
N
J
m
a
W
c1c
1�-
m
V
Z
Q
m
0
ro
NO.
D
Z
W
W
J
D
Z
Q
W
O
z
J
9
W
Z
W
CD
>
oo
m
tt
m
o
c
o
a
E
w
C
E
Li
C
M
N
N
V
Z
w
C
N
4R
N~
a)
G
N
.4
Z
J
L.
r
M
M
m
V
d'
ti
X
LL
LL
Z
Imo,
J
0
Q
V
0
Z
w
0
W
t
LL
0
u �
�
i
W
LL
� a�
00 J�
08
O9'
):°
V
W
0
m
CL
Z
0
Q
N
J
m
a
W
c1c
1�-
m
V
Z
Q
m
0
ro
NO.
D
Z
W
W
J
D
Z
Q
W
O
z
J
9
W
Z
W
CD

0
z
O
0
L.L..
Q
's >
/y
' SMITH, JAMIE LENN I MATCH LINE
400o 09 E DR.
PIN 171 1-5- 509 --6632 (SEE THIS SHEET FOR CONTINUATION)
.., . .. . ,.,...
ALBOUYEH, C EMIL
I ........ ..... �... -.. �...._.- 4,.,_.. CITY OF RALEIGH ,
BENNETi', JOHN W 3908 CONVERSE DR. L - j✓ ...:- ° ... y 4008 CONVERSE DR. I
3900 CONVERSE DR. PIN 171- 509 -6544 I " ...... __, • PIN 171- 509 -6739 I CITY OF RALEIGH
PIN 171 -509 -6476 -. �I 12 CONVERSE DR. 1
.�..... - -
- .
2 0 08, 11 E ACCESS
a ,,
.............
CONTRACTOR
...- 1 �`- �. �:
` ...... '� ... ....... _... TO RESTORE TO O
_ .._.._... ONS. _
PROTECT EXISTING
� `- . ._.- EXISTING CONDITIONS.
CITY OF RALEIGH
TREE PER DETAIL,
4004 CONVERSE DR. if
�.. - PIN 171- 509 -6740 SEE SHEET 9
Ix
INSTALL DOWNSTREAM
r _ 1
I ~ IMPERVIOUS DIKE. MAINTAIN ° _
- 12" FREE BOARD. I I ..
�.,
SEE DETAIL SHEET 7 200 LF OF CLASS ii RIP RAP �_ , o
. BANK STABIUZATION
_ .......... CONSTRUCTON SEE C SS SECTION /
..... �� LIMITS ran, ! -SHEETS 5 & 6
__._ BANK RhP RA
a T , , f EXIST P REMOVE BOULDER 2" IRE I
+� 1 `ti _ ' ~ EMO BOULDERS FROM FROM THE, - STREAM 1 ►. ,
- f fr ; ;.,► ) I 10 WIDE ACCESS
- " P PLA @' THE STREAM BED AND E ED r§EH T E\ I I °
BED AND IN
.' VANE - jl E- - PLACE N THE TOE FOR THE I / O \ I� I ROAD. CONTRACTOR W
_ PROPOSED 4-HOOK-,\
I TO RESTORE TO
4:. �i - _ STREAM BANK RESTORATION t..' - - -WEIR
\ H
I t'r __.__ - -2� �_ ___._"^�:- �.- `.� ��,� I I EXISTING CONDITIONS.
50 LF OF BANK RESTORATION
..._ r ', �� ROCKS -- .► '� ,� _ SEE CROSS SECTIONS 1
,-- d
,/� r o •� _.. _ .... — ° `y I �,'' SHEETS 5 & 6 �.,� _ . _.¢.-
:�. Z
4° DOGWOOD°
4" HOLLY / ROCKS,'
r' /!r / ~� "'•- � 26-...
DOGWOOD , r / - 1$-- -g CAMOR W — '
2" P�1E 4" / BIRCH
PLUM ,
.I 12• GUM BIRCH . &IJ ' f '�' ..,` ✓.,'
i k t p P l* n M� a
12 SYCAMORE i it �r r i/ /.v
n ❑ °.. an ❑nc
13 • GUM
a ° n ...° „ , n
,8” BIRCHJr /,PROTECT EXSG �
° ❑ ❑ n _c❑r�on� nnontna�
,j . ❑ , n o nEROSION CONTROL SEQUENCE h TREE PER DETAIL, ,n
% '
SEE SHEET 9
nC:r
�z
1. NOTIFY CITY OF RALEIGH EROSION CONTROL INSPECTORS PRIOR TO BEGINNING ANY EROSION CONTROL / /// , ,' i f ❑ ❑ d ° rv;r H n
r / ❑ n � Q Q
t Q ACTIVITIES.
/ r
2. INSTALL CONSTRUCTION ENTRANCES AS SHOWN ON THE PLANS AND /OR AS DIRECTED BY THE CITY OF n c c
i rce
RALEIGH. •s� ' Q -
3. INSTALL IMPERVIOUS DIKES AT STATIONS 2 +19 4 +77 9 +22 & 10 +56. SET UP PUMP -A -ROUND TCf
SYSTEM (SEE DETAIL SHEET 7). PLACE DIRT BAGS ON EMBANKMENTS DOWNSTREAM OF IMPERVIOUS DIKE. 1 PLANT 3" SAUCER TREE I
PUMP SEDIMENT LADEN WATER FROM WORK AREA TO DIRT BAGS. DIRT BAGS WILL OUTLET CLEAN WATER +, (TYPE SPECIFIED) STA. 2 +12 STA. 4 +80
TO DOWNSTREAM CHANNEL. PLANTED D 20 O.C. & 268 LF OF BANK STABILIZATION
10' OFF TOP OF BANK SEE CROSS SECTIONS
4. ANY TREES NOT DESIGNATED TO BE REMOVED WITHIN THE CONSTRUCTION SITE SHALL BE PROTECTED I OR AS DIRECTED BY 1 SHEETS 5 & 6
WITH TREE PROTECTION FENCING, UNLESS OTHERWISE DIRECTED BY THE CITY OF RALEIGH. ( ENGINEER (TYPICAL)
CONVERSE DRIVE
o,
N
t I
`--CONSTRUCTION
I ENTRANCE
I 11 I
2•
I
i
i I
i
I I
I I
I
I, I 12 WIDE ACCESS
i l ROAD. CONTRACTOR
I I TO RESTORE TO
I i EXISTING CONDITIONS.
I I
I
I I
I
i I
I,
I
MATCH LINE
(SEE THIS SHEET FOR CONTINUATION)
i
228
226
224
222
DATUM ELEV
220.00 00
N
N
ELL, JOSEPH B & KATHL
3905 QUAIL HOLLOW DR.
PIN 171 --509 -8576
61
I
I
20 0 20 40 60
I
GRAPHIC SCALE IN FEET
HEMRIC, BRIAN S & RENEE
3909 QUAIL HOLLOW DR.
PIN 171- 509 -8656
�� 'i"/►�`1 i7w4���.`.���z�;r Y ■ ■ ■ ■ ■ ■ ! {! ■ ■ C. • .1. n ■ 4 �� ♦ O S� -L��i� �7`5��Vr�j'J ■ • �■IA��
■ / rl ■ ■ ■ ■ ! �y��l'.� ■.% . fir. . ■ ■ ■ �; ■ ■ ■ R it PLO, _w �M,iP. �;i���Py':� ■yam.
JI - "fir -�-- a jr. '° �)1, ! .. !. ♦��.�. �' a�i`�' W
,_- ®...3r -. r . �r�� -■ ■ ■ a 1� � � _s • r s s . ■ ■ ■ r ■ ■ ■ ® 11: ■ \ ■ ■ ii 3 '� `'�,,&�.� ♦�1�,,., ��.�,�,.
O � ♦ �ti Y■ � sh �
r ■ it ■ � - r r ► ■ ii ■ ■ r � �, �� -.. ,i- � �� • -.-
fILL ETODED ARF4,
COMPACTED FILL.
90X ASTM D698
INSTALL RESTORATION SEED, STRAW, 1
PYRAMAT (OR APPROVED EQUAL) I
AND UVE STAKING (APPROXIMATELY
240 LF X 24 LF) SEE CROSS
SECTIONS ON SHEETS 5 & 6.
PBA GROUP, LLC
I 3913 QUAIL HOLLOW DR.
PIN 171- 509 -8764
I
NOTES:
1. ANY DESIGN CHANGE MUST BE APPROVED BY THE ENGINEER PRIOR TO EXECUTION.
2. ANY EXISTING BOULDERS EMBEDDED IN THE EXISTING BANKS ARE TO REMAIN IN PLACE.
i. I!II��
- ■ r 1
n
TCE
HOYTE, SANDY M & LINDA M
3917 QUAIL HOLLOW DR.
PIN 171- 509 -8862
s0
INSTALL J -HOOK WEIR
TOP ELEV. = 225.9
`- PROTECT EXISTING
TREE PER DETAIL,
I SEE SHEET 9
INSTALL UPSTREAM
IMPERVIOUS DIKE. MAINTAIN
12" FREE BOARD.
SEE DETAIL SHEET 7
LACKEY, MALCOLM ARMSTRONG
3921 QUAIL HOLLOW DR.
PIN 171 -509 -8971
r
F-
o�
5.
CONTRACTOR SHALL CLEAN OR REPLACE SEDIMENT FILTER 'DIRT' BAG AS RECOMMENDED BY THE 'DIRT'
N
O
BAG MANUFACTURER. 'DIRT' BAG TO BE PLACED BELOW DOWNSTREAM IMPERVIOUS DIKE.
ROCK
6.
CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL AS DIRECTED BY THE CITY OF RALEIGH.
\
7.
DISTURBED AREAS LEFT INACTIVE BETWEEN ANY PHASE OF GRADING SHALL BE TEMPORARILY SEEDED
I
0°3-
M
WITHIN 14 CALENDAR DAYS. PROVISIONS FOR PERMANENT GROUND COVER MUST BE ACCOMPLISHED IN
00
8.
14 CALENDAR DAYS, AFTER THE COMPLETION OF CONSTRUCTION ACTIVITIES.
CONTRACTOR SHALL SUBMIT A WATER CONTROL PLAN FOR REVIEW AND APPROVAL BY THE CITY OF
IL
o
RALEIGH PRIOR TO ANY WORK AND IN ACCORDANCE WITH STANDARDS AND SPECIFICATIONS.
w
9.
ALL TREES, SHRUBS, GRASSES, AND MULCH SHALL BE WARRANTED BY THE CONTRACTOR FOR ONE (1)
o
Z Q
YEAR AFTER THE PROJECT HAS BEEN COMPLETED AND ONE (1) YEAR MAINTENANCE PERIOD HAS BEGUN.
w
SAE KU, SOMSAK
C
10. CONTRACTOR SHALL INSPECT AND MAINTAIN SEDIMENT AND EROSION CONTROL MEASURES AFTER EVERY
1
W
RAIN AND ONCE A WEEK.
3901 QUAIL HOLLOW DR.
00
cr.
a�
J
PIN 171 -509 -8497
11.
UPON COMPLETION OF WORK AND STABILIZATION OF SITE CONTACT THE STORMWATER CONTROL
01
V z
Q
INSPECTOR AT 279 -1308 TO REQUEST PERMISSION TO REMOVE ALL EROSION CONTROL MEASURES.
W
I
CONVERSE DRIVE
o,
N
t I
`--CONSTRUCTION
I ENTRANCE
I 11 I
2•
I
i
i I
i
I I
I I
I
I, I 12 WIDE ACCESS
i l ROAD. CONTRACTOR
I I TO RESTORE TO
I i EXISTING CONDITIONS.
I I
I
I I
I
i I
I,
I
MATCH LINE
(SEE THIS SHEET FOR CONTINUATION)
i
228
226
224
222
DATUM ELEV
220.00 00
N
N
ELL, JOSEPH B & KATHL
3905 QUAIL HOLLOW DR.
PIN 171 --509 -8576
61
I
I
20 0 20 40 60
I
GRAPHIC SCALE IN FEET
HEMRIC, BRIAN S & RENEE
3909 QUAIL HOLLOW DR.
PIN 171- 509 -8656
�� 'i"/►�`1 i7w4���.`.���z�;r Y ■ ■ ■ ■ ■ ■ ! {! ■ ■ C. • .1. n ■ 4 �� ♦ O S� -L��i� �7`5��Vr�j'J ■ • �■IA��
■ / rl ■ ■ ■ ■ ! �y��l'.� ■.% . fir. . ■ ■ ■ �; ■ ■ ■ R it PLO, _w �M,iP. �;i���Py':� ■yam.
JI - "fir -�-- a jr. '° �)1, ! .. !. ♦��.�. �' a�i`�' W
,_- ®...3r -. r . �r�� -■ ■ ■ a 1� � � _s • r s s . ■ ■ ■ r ■ ■ ■ ® 11: ■ \ ■ ■ ii 3 '� `'�,,&�.� ♦�1�,,., ��.�,�,.
O � ♦ �ti Y■ � sh �
r ■ it ■ � - r r ► ■ ii ■ ■ r � �, �� -.. ,i- � �� • -.-
fILL ETODED ARF4,
COMPACTED FILL.
90X ASTM D698
INSTALL RESTORATION SEED, STRAW, 1
PYRAMAT (OR APPROVED EQUAL) I
AND UVE STAKING (APPROXIMATELY
240 LF X 24 LF) SEE CROSS
SECTIONS ON SHEETS 5 & 6.
PBA GROUP, LLC
I 3913 QUAIL HOLLOW DR.
PIN 171- 509 -8764
I
NOTES:
1. ANY DESIGN CHANGE MUST BE APPROVED BY THE ENGINEER PRIOR TO EXECUTION.
2. ANY EXISTING BOULDERS EMBEDDED IN THE EXISTING BANKS ARE TO REMAIN IN PLACE.
i. I!II��
- ■ r 1
n
TCE
HOYTE, SANDY M & LINDA M
3917 QUAIL HOLLOW DR.
PIN 171- 509 -8862
s0
INSTALL J -HOOK WEIR
TOP ELEV. = 225.9
`- PROTECT EXISTING
TREE PER DETAIL,
I SEE SHEET 9
INSTALL UPSTREAM
IMPERVIOUS DIKE. MAINTAIN
12" FREE BOARD.
SEE DETAIL SHEET 7
LACKEY, MALCOLM ARMSTRONG
3921 QUAIL HOLLOW DR.
PIN 171 -509 -8971
1+0t.68
1 +50
2 +00
2 +50
3 +00
3 +50
4 +00
4 +50
5 +00
r
F-
o�
0
z
N
O
5 Q
ROCK
BED
O
o
ROC
/SAND
BED
0°3-
M
I=
00
W
W
ND BAR
IL
o
o
w
Z
°D
o
Z Q
w
C
1
W
-j
a W
00
cr.
a�
J
L
o
01
V z
Q
W
09
m
222
cn
aim
cn
O
U
Y
Y
Y
O
af
Of
% �
WSE 226.23
j7
✓
...�
__--
�
EXISTING
CREEK
/WSE /WS
BOTTOM
PROFILE (TYP.)
225.06
I
STA: 4+3Z11
•
WSE
224.75 V
ELEV 224.38
ELEV: 224.39
WSE 2
4.53
�.
0.
I I -i I -I I -i I-
p I —I 11 =1 I I
I I-
,n
p
,n
N
N
Ltj
g
N
+
lu-1
N
C14
O O
C
�
N ^
d pN
#
N
I 1 4
N d-
C4
> ••
d
_s
cn
- --
�W
W� H�
lnW
4
tnW
�~/iW
HJ
NW
WW
NW
W
/
N
W
FILL WITH
EXISTING
PROPOSED
CREEK
\\\\\\\\\\\1�11111
CREEK BO
OM
BOTTOM
PROFILE
F
MATERIAL
9< i
�7
eEAL
- 031592 : I��•tS
� '� •• LNG � NE�� ���
q�
FINAL DRAWING
NOT RELEASED FOR CONSTRUCTION
M
00
O
00
00
rn
r
n
N
N
N
N
N
C4
co
N
N
N
N
N
N
N
N
N
N
N
1+0t.68
1 +50
2 +00
2 +50
3 +00
3 +50
4 +00
4 +50
5 +00
m
r
F-
o�
0
o f
Z�
N
O
5 Q
w
Lo
I-
Z
O
o
W�
co
N
q
C
J
0°3-
M
I=
00
W
W
Y
IL
o
o
o v
m
0
d'
O
C
O
E
0
N
cc
N
w
Lo
I-
Z
e�
o
V
Z
je
co
N
q
C
J
0°3-
M
00
o
E
N
U
ti LL
Z
°D
o
Z Q
w
C
1
W
-j
a W
00
cr.
a�
J
L
o
01
V z
Q
W
09
m
222
aim
5 +50
7il
�13:1:ai:C�a
3
tO
to
z
0
Q
co
0
°o
O
z
0
a
0
W
0
228
M
Q CL
Z
J Z
00
oc —
a Q
� N
226
J
°D
o
Z Q
w
C
W Q
-j
a W
224
cr.
L
o
=
V
V z
Q
W
m
222
5 +50
7il
�13:1:ai:C�a
3
tO
to
z
0
Q
co
0
°o
O
z
0
a

N 00 It O
M N N N
N N N N
E
0
Lo
O
n
O
N
I
I
N 00 It O
M N N N
N N N N
00
It O
M
OS
N N
N
N
N N
N
N
N
Q Li
S
N
N
N
a
t P
c�
O
C F-
W Z
Z
O
N
(w
W W
N Q
W
S
W,-:
O
U
W
Z W
F=
FW
J
QZ
I-
O
Qa
Q
M
W
COQ
W
w5
p
�Q 9
o
C.)
>^
w 3:
ce 95
W
Q
a
o
5 f5
wa
Up
O
a
°-
0O
O
II
v
a
J�
I
U
U
" W
3:0-
�O
Q
w N
Q
0 N
d•
II
—
Q
w
� W
>^
I
�-
a
Q
O�
_
Q
aN
W NQ
WS
Vzz
(L
N
^
X
=a
O
O
O
QN
~O
U
O
Ca
=
N
CL
M
0
•
N
•• w
=a
O
I
IX
a
W N
N w�
4a.
oo
F=
z
�X
N
N
N
N
W ^
N
M
�
X
W
CL m
U)
a in
pi
pW
W
N
J�
QH
"w
I
-
1--
Z
az
M
ZW
�O
>.�
'
U
m
N
w
�
a
N J_
X
w
w
Al
z
ZM
U
NN
O
U
a=
9z
Q
N
N
N
No
>..
m
>
�
CL
C!
�v
z °d
Cn
:3
..
Ile 1111
W
50
*ZZ
W O
U)
=a
W�
�
2 S
o..
2ZZ
a
a.
>
W
c4
a
'
•�
rn
o
X m
OiE
CL
N
N
w�
N
v
N
t!
•v
N
o %
'bZZ
a
U
LSZZ
Z
>
W
a
Q N
O
Z
�9
a
••
>
N
M
U
O
M
W
w
N
OZ
*ZZ
_j
Q°
J
8
5ZZ
MU
••
= W
a
N (n
U
N
S
0
N
W
_
N
a
r-
O
O
0W
a
N
a
Z
a
.•
ZU
= W
U
oa
0
O
Z
O N
F
W
U
04
a°
Q
�
C-
W
LL
04
a
W
�F
W
O
O
�- X
fn
Oi-`�
X
F=
N
U
Zo
U
Z
0
X
W,:
O
E
0
Lo
O
n
O
N
I
I
N 00 It O
M N N N
N N N N
d0'
O
N
N
O
O
N
I
O
I
N 00 d- O
P7 N N N
N N N N
00
It O
M
OS
N N
N
N
N N
N
N
N
0
S
N
N
N
a
zw
Fr
c�
O
F-
Z
O
N
(w
Q
W
S
W,-:
O
U
W
Z W
F=
Wz
J
QZ
I-
O
O
o
M
W
2
NWJO
W
w5
p
�Q 9
o
C.)
>^
w 3:
MW
:3m
m
Q
a
o
5 f5
Z
a
°-
0O
O
II
v
a
aQ
Q
U
U
" W
3:0-
�O
a
w N
Q
0 N
d•
II
—
Q
w
� W
>^
�-
a
Q
O�
_
-
aN
W NQ
WS
Vzz
W
N
^
X
=a
O
O
WO
QN
~O
O
Ca
=
N
U
M
0
•
N
•• w
=a
O
I
a
im
v Z
O
Cw9
oo
F=
z
�X
N
N
N
N
W ^
N
O
W
CL m
Jv
ow
U
W
N
I
1--
aZ
m
M
ZW
�O
>.�
'
U
o
x
N
w
�
a
N J_
X
w
w
Al
ZM
U
NN
O
U
0
9z
Q
N
N
N
cn o
>..
m
>
�
a
C!
�v
z °d
Cn
U
..
Fa'
N
a.
W
50
*ZZ
0
=a
W�
�
2 S
o..
2ZZ
w O
Nor.
>
0o
c4
N
'
•�
N N
o
X m
OiE
CL
N
N
w�
N
v
N
t!
•v
N
o %
'bZZ
a
LSZZ
W
a
Q N
Z
�9
a
••
M
U
>
X
m "v
w
N
W
Q°
J
N N
2Q
MU
NN
0vzzz
U
N
S
W
_
N
r-
O
O
0W
N
a
Z
.•
ZU
= W
d0'
O
N
N
O
O
N
I
O
I
N 00 d- O
P7 N N N
N N N N
N 00 It O N 00 It O N 00 It O
M N N N M N N N M N N N
N N N N N N N N N N N N
O
N
0
0
O
O
I
N
00
It O
M
N
N N
N
N
N N
N
N
N
0
S
N
N
N
a
N
c�
O
F-
Z
O
N
(w
W w
W
S
W,-:
O
U Q
Z W
F=
FW
J
QZ
I-
O
Q
o
UZ
W
2
NWJO
W
w5
p
�Q 9
o
C.)
^
w 3:
a
m
a
O
v
5 f5
Z
a
X
O
.. w
!-
O
a
aQ
Q
:3m
U
O N
d•
�O
a
w N
Q
Q
w
� W
�-
a
Q
-
—�
LL
Vzz
W
N
^
X
O
WO
QN
�
O
Ca
''
N
w
J�
0
C3
•• w
=a
O
a
U)
O N
F=
z
�X
N
N
J Z
O
W
CL m
Jv
ow
wFS
Zp
I
1--
aZ
m
M
U
o
x
N
Q=
a
N J_
a
1*
O
U
Q
W
Q?
N
N
N
cn o
cn
>
�
a
Ow
CL
Cn
U
>
0�
W
50
*ZZ
0
CL
�
2 S
o..
2ZZ
w O
Nor.
>
c4
N
'
•�
O
o
X m
OiE
CL
N
N
w�
N
v
N
t!
•v
N
o %
'bZZ
MUNN
LSZZ
W
Q N
Z
�9
O (3.
r-
••
mW
U
>
X
m "v
w
O O
N V)
W
Q°
Q
N N
2Q
MU
NN
0vzzz
CL
N
S
W
_
N
r-
O
0W
N
N
Q
Z
.•
ZU
= W
U
oa
0
N 00 It O N 00 It O N 00 It O
M N N N M N N N M N N N
N N N N N N N N N N N N
O
N
0
0
O
O
I
N
00
It O
M
N
N N
N
N
N N
04 00 It 0
N N N N
O
N
Lo
o +
N
O
N
i
O
�r
I
N
00
't
O
!O
N
N
N
N
N
N
N
0
S
N
N
N
a
F
c�
O
Q
Z
N
(w
U
W
W,-:
O
W�
p
F=
I.L.
W
k
U
I-
O
LLJ
Q: p
o�
o
Q
0-
W
_
W o
m
U
^
w 3:
as
O
O
v
5 f5
ao
.. w
!-
O
a
�..
O N
d•
�O
a
w N
Q
Q
°-
� W
�-
a
U
—�
Z
Vzz
W
^
U_
O
WO
QN
O
Ca
''
N
w
W N
w�
•• w
=a
O
a
U)
O N
F=
�X
N
N
O
W
N
Jv
ow
wFS
I
1--
aZ
m
M
U
o
x
N
a
O
U
Q
W
cn o
a
>
50
*ZZ
0
�
5
2ZZ
w O
Nor.
>
c4
N
'
•�
O
o
OiE
CL
N
N
w�
N
v
N
t!
N
X W
oa
0
W
Q N
Z
�9
w >
0�
••
U
>
X
m "v
W
Q
N N
2Q
MU
NN
0vzzz
CL
N
S
O^
_
N
r-
O
0W
N
N
Q
Z
.•
ZU
= W
U
oa
0
O N
04 00 It 0
N N N N
O
N
Lo
o +
N
O
N
i
O
�r
I
N
00
't
O
10
N
N
N
N
N
N
N
0
N
N
N
ham
O
N
0
L0
O
N
O
d-
I
N 00 1t O
M N N N
N N N N
I-
N
0
N
N
N
a
Z
c�
O
Q
N
(w
Q
W,-:
O
W O
F=
I-
O
LLJ
Q: p
o�
W
Z
W o
>
w 3:
as
O
5 f5
ao
a
�..
�O
0
Q
N
U
Z
Vzz
W
^
U_
O
WO
QN
Ca
''
N
w
W N
w�
a
U)
F=
�X
N
O
W
N
Jv
ow
wFS
I
aZ
m
o
x
Q
cn o
a
0
w O
Nor.
N
OiE
CL
N
N
w�
N
N
W
Z
�9
w >
0�
••
>
X
m "v
W
'-
MU
NN
0vzzz
O^
_
r-
O
N
.•
= W
oa
0
O N
U
04
C-
W
O
to
�- X
F=
N
U
Zo
X
W,:
O
ham
O
N
0
L0
O
N
O
d-
I
N 00 1t O
M N N N
N N N N
N
N
N
N
ham
O
N
0
L0
O
N
O
d-
I
N 00 1t O
M N N N
N N N N
a
Ln
N
O
N
O
N
I
d°-
I
\\\\u u u i irrrriri
EAL
031592
rrrr r i i n n i WO\
FIIINAL DRAWING
NOT RELEASED FOR CONSTRUCTION
co
Z
0
r.
Z
F-
00 UJ
1 w11 J Q
Z N O a
N
3 02) o
Ix
00
m to
c C?
c a
0
E to 0
E N CA Z
N
V N c
v
00 N ae �
Zoo v
� O C� ENO d0'• J
o
nii
Va to K LL Z
W
CL?
% j
01
0
3�
W
O
a m
Z
J Z
O O
co
0 Z
= N O
� m
O W
Z
_ C* Co
O
4 LU V
LL ~
O �
Z
V Q
W
Q
a
c�
N
o
W,-:
t9
•-
F=
N
O
W
>
O
cn
0
N
Z
Vzz
O
Ca
''
F=
N
W
N
I
a
Ln
N
O
N
O
N
I
d°-
I
\\\\u u u i irrrriri
EAL
031592
rrrr r i i n n i WO\
FIIINAL DRAWING
NOT RELEASED FOR CONSTRUCTION
co
Z
0
r.
Z
F-
00 UJ
1 w11 J Q
Z N O a
N
3 02) o
Ix
00
m to
c C?
c a
0
E to 0
E N CA Z
N
V N c
v
00 N ae �
Zoo v
� O C� ENO d0'• J
o
nii
Va to K LL Z
W
CL?
% j
01
0
3�
W
O
a m
Z
J Z
O O
co
0 Z
= N O
� m
O W
Z
_ C* Co
O
4 LU V
LL ~
O �
Z
V Q

N 00 It O
M N N N
N N N N
0
O
N
O
O O
L0
9
O
1
N 00 It
M N N
N N N
H
Z
N N
N
N
MINIM
W
U
^
Mf
CL
O
Ew<
w
J
_ a0
z
ZaZ
OMW
Q
It
N
O
F=
w
U
d'
Z
m W
Q
c
a
N
N2
&
O
0 N
W
00.1
NO
D
Ow
Wu_
U
Q
w
O
0:
N
J
oa0
oQW
cwi3QLL.
a
as
N NQ
0. cl)
=?
COO
X
el
O
WZZ
O
QN
r-
U
�^
C9
�
Z9
to
� W
a N
C3
"
=o
W
UQu
a.wP
O�
a—, N
N
W
�v
F=
J
Z
U�
cn O
�
X
O
XZ
a
� Z
—
X
!-
ba
C4
N '
W5
F
v
Uw
v~i
N
N
O
s 6
H
GG
N
V
W
C
U Q
Q Cc
U
Z
_Q
to
W
>
a
NLQ
r
az�
N
N
N
Z9
O
in
WW
zF
M
N—�
N�
UwU'
J
I
Q
W
>
v
0
O
N
O
O O
L0
9
O
1
N 00 It
M N N
N N N
0
0
N
Ln
r-- o
O
I
N 00 4t O
M N N N
N N N N
H
Z
N N
N
N
MINIM
W
U
^
Mf
CL
O
Ew<
w
J
_ a0
ZaZ
OMW
Q
It
N
O
cn
w
U
d'
Z
m W
Q
c
a
N
N2
&
O
0 N
OMW
00.1
NO
D
Ow
Wu_
U
Q
w
O
0:
N
J
oa0
oQW
cwi3QLL.
a
as
N NQ
0. cl)
=?
COO
X
el
WZZ
O
QN
r-
U
�^
Z9
to
� W
a N
C3
"
=o
W
UQu
a.wP
O�
a—, N
N
W
�v
O
o�
J
Z
U�
cn O
N
I
XZ
a
� Z
—
X
!-
=a
O
N '
W5
F
v
Uw
O
N
N
O
s 6
H
GG
N
V
W
C
U Q
Q Cc
U
Z
_Q
to
W
>
a
NLQ
r
az�
N
N
N
Z9
O
in
WW
zF
M
N—�
N�
UwU'
J
Q
W
>
v
X
Q
..
Xw a.
MU
NJ
0
9z
N9
�
o
..
aZ
N
O
z i
!W o
!� Z
G
Z_
WI
Z N
N
jz0
MIX
Q
i�
NN
0
9z
00
cn
W?
a
a
>..
xq
�
a
Z
o�
U
09
CL
N
�
v
Q�
u
a
co
ricn
U
ZW>
X M
=wa
F-
w
cs
39O
m
X
00
a
N
w
>"
NO
�m
9'9ZZ
F
Q
N
= W
1� Z
�
Q
..W
�
I
O
NZ_
t/!
X
o
=a
w..
C9
F=
vX
M
N r
0 0
g
! 0.
w
o
Z~
o0
O
Q
U
n
�
NO
••
In
X
a o
w
ix
m
�- =
W
S21vZZ
w
z
°o
M
U C4
0
0
N
Ln
r-- o
O
I
N 00 4t O
M N N N
N N N N
N 00 It O N 00 d- M N N N
N N N N N N N N N N N
1*
0
N
O
O LO
+
O
N
I
O
I
D
s
F
C
co
c
C
n
a
N 00 It O
M N N N
N N N N
F-
Z
N N
N
N
MINIM
Z t9
^
Q
O
Ew<
�
_ a0
aM
a
It
N
O
cn
Q
aw
U
d'
Z
m W
Q
c
a
N
N2
&
O
0 N
OMW
OWO
r�
—
Wu_
U
Q
Q W
N
N
J
oa0
w
Ix
N NQ
LL-
I
N
=?
COO
X
el
WZZ
O
a0
�^
Z9
to
Z
C3
"
=o
W
UQu
a.wP
O�
00
�v
O
o�
J
Z
U�
N
I
XZ
a
N
U
=a
O
N '
W5
F
w N�
O
N
N
O
s 6
H
GG
N
W
C
U Q
Q Cc
U
Lq
to
W
>
a
NLQ
r
w
N
N
Z9
O
in
WW
z
>��o�
o
N—�
N�
UwU'
J
W
W
>
v
X
..
Xw a.
MU
NJ
0
9z
Wwo
>O
OO
o
..
aZ
N
C4 t&
!W o
!� Z
G
Z_
0 G
jz0
W Wm
i�
NN
0
9z
00
cn
W?
O
>O M
xq
�
:=
U
09
CL
Q
Q�
u
a
co
ricn
U
ZW>
F-
w
cs
39O
m
V
a
N
w
>"
NO
�m
cn
F
Q
N
= W
1� Z
�
Q
..W
�
I
NZ_
t/!
X
o
=a
w..
vX
M
N r
0 0
! 0.
w
o
Z~
o0
O
Q
U
n
�
NO
••
In
X
a o
w
ix
m
�- =
W
S21vZZ
w
z
°o
M
U C4
Qw
>
acn
g
a
a
Va
>
a
a�
09
N N
U
a
as
0
O 00
a
a
N
; LL
Q
a
0 N
zN
0
z
F=
-
=
X
cn
X�
WN
F
�Z
0
w
N 00 It O N 00 d- M N N N
N N N N N N N N N N N
1*
0
N
O
O LO
+
O
N
I
O
I
D
s
F
C
co
c
C
n
a
N 00 It O
M N N N
N N N N
N N N N
0
d-
O
N
LO
o N
O
N
I
O
1
N 00 It O
M N N N
N N N N
F-
Z
N N
N
N
MINIM
Z t9
^
Q
O
Ew<
�
aM
cn
=
Z
m W
Q
c
O
0 N
OMW
OWO
Q
,,.,
U
Q
Q W
a
N
m
oa0
w
Ix
N NQ
LL-
I
N
=?
Ww
LL.
el
WZZ
O
>r,
Z9
to
Z
X
Q
UQu
a.wP
O�
00
�v
Z
U�
I
XZ
a
N
U
=a
O
W5
F
w N�
O
�
O
s 6
GG
N
W
C
U Q
Q Cc
U
to
� m
a
NLQ
r
N
N
W
N
N
in
WW
w
N—�
N�
UwU'
J
W
W
>
v
X
z
O�
00
v�
o
..
aZ
N
!W o
!� Z
G
Z_
jz0
=a
i�
NN
0
9z
00
cn
W?
N
>O M
xq
�
:=
U
w
W
Q
z
a
U
ZW>
F-
39O
m
V
�J
!a
r,000
>"
NO
i Iz-
Q
N
= W
1� Z
N^
Q
..W
�
I
N
iOQ
D:
t/!
v
=a
w..
T �
M
N r
0 0
! 0.
ww >
CV N
o0
v' z
0
NO
••
ix
m
�- =
a
S21vZZ
M
U C4
o.-.
v
acn
O
LZZ
=a
Va
>
WW
>W
cc
09
N N
U
a
as
0
O 00
a
a
N
; LL
Q
a
0 N
zN
0
z
F=
-
=
X
cn
X�
WN
F
�Z
0
w
N
U�
W
\
W
ar
U_
a
N
CL
N
La
F
N
— Ow
xL�
v�
zCO
N N N N
0
d-
O
N
LO
o N
O
N
I
O
1
N 00 It O
M N N N
N N N N
O
d-
I
O
o O
O
N
I
O
I
N 00 d O
M N N N
N N N N
H
Z
N N
N
N
MINIM
z
^
Q
O
da2
�
cn
=
Z
Q Z
O
0 N
OMW
Q
a
Q
,,.,
U
Q
O
a
N
m
oa0
U
Ix
N NQ
u-
=?
Ww
LL.
el
WZZ
Q W
>r,
oc
to
Z
X
Q
UQu
a.wP
-
00
�v
U�
I
a
N
U
=a
O
cr-
w N�
O
�
CL WW
GG
N
to
X
N
N
W
N
N
in
O
w
�v
UwU'
W
W
>
z
O�
o
..
aZ
N
G
Z_
_
F- z
=a
i�
NN
0
9z
00
W?
N
N
xq
�
U
w
W
z
a
U
ZW>
39O
m
V
>"
NO
Q
N
= W
Cc
N
Q
..W
�
O
N�
a
w�
=a
w..
N
�
0 0
O
X
CV N
o0
v' z
0
0
z
�
Y Z
acn
Va
O
d-
I
O
o O
O
N
I
O
I
N 00 d O
M N N N
N N N N
H
Z
N N
N
N
O
d-
I
O
o O
O
N
I
O
I
N 00 d O
M N N N
N N N N
G
O
N
LO
O r--
O
N
1
0
I
N,C o
=o . o •�
_ �E`A
031592
FINAL DRAWING
NOT RELEASED FOR CONSTRUCTION
co
O
ca
ti
z
ao d- w
r Lo
o
i -q N 2 JO M
Zr r r O
Wo W
W
< 8 W ce Y
a c+�oov
tx1
m V
c o
o a
E to o
ON N Z
v N OR H
Z N
,v O C! CO J
V O O N r
CD
O � O LL
r V) 0 ti u. Z
r a
I
U
Cx
W
so J
O�
06
W
0
Q
Z a
J Z
O 0
CO
v Q z
= N O
J
cc m W
O < m
Z In- 1
�? O
ui a
LL
4 W V
O
U
_ Z
m
C3
m
SHEET N0.
5
H
Z
z
Q
da2
cn
Z
Q Z
OMW
Q
W
oa0
u-
WZZ
Q W
oc
UQu
a.wP
I
a
N
U
cr-
w N�
CL WW
X
in
O
�v
UwU'
aZ
N
G
Z_
_
F- z
J
a
W?
tp
N
N
N
�
U
w
M
z
a
U
ZW>
39O
m
V
>"
NO
Q
X m
= W
5Z
$,ZZ
..W
�
O
N�
99ZZ
=a
0 0
CV N
O
o
Q W
Y Z
acn
Va
>
0.N
U
a
as
0
a
a
N
; LL
Q
a
0 N
zN
0
z
F=
-
=
X
cn
X�
WN
�Z
0
w
U�
W
G
O
N
LO
O r--
O
N
1
0
I
N,C o
=o . o •�
_ �E`A
031592
FINAL DRAWING
NOT RELEASED FOR CONSTRUCTION
co
O
ca
ti
z
ao d- w
r Lo
o
i -q N 2 JO M
Zr r r O
Wo W
W
< 8 W ce Y
a c+�oov
tx1
m V
c o
o a
E to o
ON N Z
v N OR H
Z N
,v O C! CO J
V O O N r
CD
O � O LL
r V) 0 ti u. Z
r a
I
U
Cx
W
so J
O�
06
W
0
Q
Z a
J Z
O 0
CO
v Q z
= N O
J
cc m W
O < m
Z In- 1
�? O
ui a
LL
4 W V
O
U
_ Z
m
C3
m
SHEET N0.
5

i
f
i
i
r
12" 2'
PLAN VIEW
BANKFULL WIDTH of ANK TOP — —
VARIES
� Top of Bank
00 ANKFULL HEIGHTm V V
VARIES) FIBER NMATR Toy 0 Bank a%
INSTALL (SPLIT ON DIAGONAL) 2" X 4" X 30" Z
DEAD STOUT STAKES PER SPECIFICATIONS 0
Flow N
i
ROCK CROSS VANE , ��Stream
CROSS SECTION VIEW N. T. S. COIR FABRIC - TOP OF SLOPE TIE IN s3� Area Width Max.
N.T.S. _
A A
EXISTING w
CREEK BANK
P handbag /Stone
BACKFILL TRENCH
Barrier
24 " -30" HEADER BOULDERS (TYPICAL)
12" 2' LPraf rinee Drt in Pump o
24 " -30" FOOTER BOULDERS / C
(c5 nBBdBC �S
�. nP EXISTING ! Z
BANKFULL ELEVATION E BANKFULL ELEV. CREEK BOTTOM I-
FLOw 1 -III I cn
INSTALL SPLIT ON DIAGONAL 2" X 4" X 30" d' T_ O
( � .WOVEN COIR Z
CHANNEL INVERT s Z
_ ��� .. HANNEL INVERT �-
x DEAD STOUT STAKES PER SPECIFICATIONS FIBER MAT 0 O
' 1=11 X3vF II�-11= V N
��_ _,��ll�illll� �,l►ii��� i r
TRANSVERSE W W
FOUNDATION ROCK, NCDOT
NCDOT TYPE 2 GEOTEXTILE CLASS A /CLASS B MIX
FABRIC, AS NECESSARY S L T I 0 N VIEW d Q G 0�
(NOT SHOWN FOR CLARITY)
E
i
ROCK CROSS VANE COIR FABRIC TOE OF SLOPE TIE IN r
SECTION A,A' N.T.S. Sandbag/Stone Stream
N.T.S. rri�r - �- �'��°"�° OD
Flow Level + 1 9
j
Sheeting Foot in. c a
E
O N N Z
Normat Base C4
00 O
Flow Level m v
1 /3 BANKFULL •«--
Work Area —err Z N `N V
E .
WIDTH � O ai CO J
"Is i Vo *:uio E
4 "- i �"� O N I- L
THALWEG WIDTH p Q Ci
(LOCATION VARIES r N V F_ U. Z
VARIES) DEPENDING j tCBBIT Invert
ON THALWEG
LOCATION W
I INSTALL WOVEN COIR FIBER MAT
ELEVATION AND STATION A OVER SEED PER SEEDING SCHEDULE ( 0
LOCATION POINT AS SHOWN STARTING i DIVERSION DETAIL W I
ON PROFILE. LOCATIONS MAY �.. POINT �
BE ADJUSTED BY ENGINEER 15 -30' F ESTABLISHED PLANT SHOWN CL
AT TIME OF INSTALLATION
A��y�p FOR INFORMATION ONLY N.T.S j a
INSTALL SPLIT 2" X 4" X30
$
C5 00
O8
DOWNSTREAM DISTANCE DEAD STOUT STAKES PER SPECIFICATIONS G O
VARIES. SEE PLAN VIEW O
FLOW FOR STARTING AND
t ENDING LOCATIONS. ° ff i Diversion P m
„ p Dewaterin Device
o g
PLANTING TO TOP
VANE ROCK >" ENDING OF RIP RAP TYP. I Discharge H o S e s
POINT j Intake
FOOTER ROCK
A Dtring Pour Hose (�
30" LIVE CUTTING (DORMANT)
Ins needed) W
BANKFULL WIDTH .. . , �� ° • -
GROUND �.
3• IyA NOTE: i 1i
IF USING WOVEN COIR ' Q
FABRIC, INSTALL LONG �` Flow Flow
ROCK CROSS VANE sH.7 STRAW MULCH j -
PLAN VIEW — TYPICAL N•T.S. 1 BENEATH MAT. r
-3 Z J
i
Sandbag/Stone Barrier � � H
Q � W
LIVE STAKE DETAIL sH.7 V N O
N.T.S. 5 Work Area S Sump—hole _,.
BAG PLACED HIGH STRENGTH DOUBLE ( Dr Pool
Z
ON STAW STITCHED "J" TYPE SEAMS ( Discharge Pr Length Not T Exceed O
Into Velocity That Which Can 1 Min Depth O m �...
I
Dissipater in One D 'din Diameter Z Q
w
S
ca
EWN IN SPOUT _ O
HIGH STRENGTH PLACE ESTABLISHED PLANT SHOWN j
LA
STRAPPING FOR o FOR INFORMATION ONLY
o TOPSOIL W
o HOLDING HOSE W Q
IN PLACE G - NOTE: —j W Ir
WATER FLOW p Q
o Base Flow (Assuming NCDOT Design
FROM PUMP � a � �
Guidelines = 1200 Gal Min A rox.
P
LL
UMP !
DISCHARGE 0 -
HOSE
EXISTING RIP RAP i Sheeting
NGTH OPENING ACCOMODATES EXISTING
UP TO 4" DISCHARGE - — GROUND
HOSE °
TOP VIEW i _
° ! Base Flog + 1 Foot V
36' LIVE STAKE. PLACE IN ° — COIR .FABRIC � Q
A TRIANGULAR 3 ATTERN, oo I W Area Foot Minimum)
0 0
o oo m
Cf ss Section Sandbag/Stone Diversion —
{ m
R0�
STAW UNDERLAYMENT �••,.
PLAN VIEW
F ESS
COVER EXISTING /RIP RAP WITH TOPSOIL SHEET NO.
SEDIMENT FILTER (DIRT BAG) DETAIL o TREAT WITH JOINT PLANTING SH.7 ! 031592
N.T.S S 2 N.T.S. s DEWATERI NG DETAIL '••" ... ..:
.F GENE
N.T.S �����iii
6
FINAL DRAWING
j NOT RELEASED FOR CONSTRUCTION
i
i
i

i
1
Compacted Backfill Turf Reinforcement Mat Tuff Reinforcement Mat
E,C 300 mm (1 ft) Turf Reinforcement Mat Flow
600 mm (2 ft) E o Min Flow 1 Flow 300 mm (1 ft)
Min �Q
Hinge Point Mm My Compacted Backfill Compacted Backfill Edge
red
Turf Reinforcement Mat ( I ( Overlapping Q,�
Permanent Turf Reinforcement Mat / \5 \ \/ - \/ \ / \ /� /� / \/\ \/ Edge
III= 1I1 =1II =- a a \ /�/ / /. �� Z
Anchor (Typ) I �I I I I I I1 -1 11 =� i —' a a v ° a Anchor
Face of Slope I � a O��
I ( ( (Prepared Subgrade) I p E ^� �o
300 mm (1.0 ft) (Min.) Q � 0 o p
Anchor 600 mm 1 1( 2 ft) 600 mm (2 ft)
Anchor Min I Min Anchor 100 mm (4 in Min.) (Typ)
I
_ _ _ M KEY TRENCH AT
— � — � TOP OF SLOPE DETAIL �
TERMINAL ANCHOR TRENCH TURF REINFORCEMENT MAT
a g (UPSTREAM) DETAIL I INITIAL ANCHOR TRENCH OVERLAP JOINT
°' (DOWNSTREAM) DETAIL
I
--- �-- _— � - - - -� ! Key Trench at
Channel Bottom Top of Slope Shown
460 mm (1.5 ft)
900 mm (3 ft) (Typ) Permanent Turf °!! ° a`a d
Reinforcement Mat ° ®/ ° —I I —III_ Z
1.5 m (5 ft) min °/ ° III —III —�
ANCHOR PATTERN (Based on Scour Depth) / ° / III — III —III_ I-
` � � -� i Anchor _III —I oD �}- �
Detail (Typ) / 0 0 ° ®/ 0 II —III — III -11 co (A W U)
/ ®! _ _. _ i / / ° I —III — III —� I I I— n Q
/ ° ® ®/! ° °/ ° —III= Fill with 38 mm (1.5 in) to Overlap Joint °j %! —I I 1 —I I 1 =1 I d' N Z O �-
Permanent Turf °/ ° / —I -I 11-1 127 mm (6 in) Rock o ! ° ° =1II —I I I—� I z r O
Reinforcement Mat ° ! 0 0! / 0 °/ III —I —I III (Typ) °! ° / ° !! ® 111 =1 11' O �
! 0 0/ °/ I I MI I I I I; o g o 0.6 m (2 ft) I Ri rap of ° �/ ° � ° III — III —� I I V N
° / / 111= III =III 1 o min P ! W W
0/ ® ® 0 11=1 I I =1111 � .1 $oo °o � 0/ ° ®i 0 0 0�// ®® I I l l l 11 l 11 l I=' �
Anchor 1 0 ! — III —Ill —� � W CI°. Y
Detail (Typ) °// ° °/ �I 1111 II I II 11) , —1 o�°OoO�°o d° 0 / o =11 I= III =111= a.
° 111 -1I1 —I 1 U er Entrenchment 0.6 m j Q o0`7Qa�QD°�O °°oo °o
0 0 ! ® PP 0 0 �� ° a A D 0_ _ i
/ ® (Key Trench at (z ft) I O�poOQo Q OQ �oOQ� III — III —III —I
Overlap Joint °/ 0 ! ® 11II I II I I Top of Slope Shown) min p QOp° oO Q
(Typ) °// ° ! 0 0// o I I =1 I I =1 I II_- ooOO� Qom° oOQoOOo�OQO� I I =1 11 =1 I d I I
! o , 1= III -III— SECTION I �o�o °000 00 °0° C°O QDoa o� °Qo�o °� III 1I1I1 1IIIIII
o/ ® ® — — Oo O DO �00 =1 I I —I I I =I I Channel Bottom m et
o = III —III —I r o0o0oa a = — — -
! ° ° ®/ III —I I I_I I I o Q00� O��o °Oa ooQOO m
___ o�QoaQDoO� O��oOaQo oa III —I — — rn
o/ /! ° / III —III -111- Permanent Turf _ 00 QoDQDaO�oOQ�00 Q — {III I I —Ill s` a
Channel !'o ° °/ ®! Ill— III —IIIi Reinforcement Mat °o�D4QQQ 0 _
� 0 oOQ 111 — III —I 11= � � o
/ 0 / II —III —I 1=
Bottom / o °— _ °! I —I 11 —I 1 l -1 I I o0 Qo 1 = —I 1 I I I 1 l I' 1 E N o Z
/ ° 0/ °�` ° I =III —III -1 1 Channel _ —III =1 I I —I I- O N d
! ° ! / _- 111 =_) I Channel Bottom oq��� Bottom _ _ _ _ Excavate for Turf Reinforcement Mat U N N
— III —III —I 1 I- 111 -11 I —� I I- ao
0 0! �/ 0 Ill —I — %ice /!\ ° 4 0.9 m (3 ft) 11—; I I I— III — III — III — III =1 I and Install Riprap =
! 0 0/ 0i ® III —I 11 =11I 1- o I =1 I I; .III =� z _v
L N J
/ 0 0/ 0/ ° I II11 —III- 1.5 m (5 ft) ISOMETRIC �•,,
0 0/ ° 1 =1 I II I I c� o d co
1� Based on Scour Depth) V CO) O N t CD -.
i
o 0 I I II ISOMETRIC 1 PERMANENT TURF REINFORCEMENT MAT WITH RIPRAP c 4) = L
! ° // 0 / ® "III' _ FOR CHANNEL BANK PROTECTION '3 c Q V
O! 1.5 m
0// 0 ° p PERMANENT TURF REINFORCEMENT MAT (5 ft) SECTION N C1 ~ Z
0o FOR CHANNEL BANK PROTECTION NOTES: 1) CONTRACTOR TO COORDINATE WITH TRM FIELD REPRESENTATIVE PRIOR TO
AND DURING THE INSTALLATION PROCESS.
TURF REINFORCEMENT MAT QN CHANNEL BANKS 2) INSTALLATION SHALL FOLLOW THE MANUFACTURER'S INSTALLATION MANUAL. W
LL
N. T.$, 3) COORDINATE KEYING IN THE MATTING AT ALL TREE LOCATIONS WITH THE TRM Z
FIELD REPRESENTATIVE. a a
0 J
08
j 8
09
j ; o
G
I
36 " -48" V
1 HEADER
BOULDERS W
j EXISTING STREAM BOTTOM
GAP STONE �_� STREAM FLOW O
NCDOT CLASS II Q Im
a.
ROCKS IN THE J TURN 24" to 30" Z (�
SHOULD BE GAPPED 1/4 DIAM. FOOTER
TO 1/2 WIDTH OF THE J Z
BOULDERS O O Q
NEXT .ROCK { ` � � " � �
ROCKS IN THE VANE ARM BASE FLOW s VARIES ,
20o SHOULD NOT BE GAPPED 'pp LFqET�"— —
OR HAVE SPACES —
LOCATION OF
STATION CALLOUT
IN PROFILE VIEW LOCATION
E MAY BE ADJUSTED BY ENGINEER
~` AT TIME OF INSTALLATION SCOUR HO FOUNDATION ROCK, NCDOT
BOULDER LE SECTION A —A CLASS A /CLASS B MIX O
0 9 o P,
FORMS AFTER
SCOUR HOLE CONSTRUCTION
FORMS AFTER
CONSTRUCTION Q
Ld
j LOCATION OF ELEVATION CALLOUT J Q
B 20° FOR SEVERAL J -HOOKS IN A IN PROFILE VIEW /1Z W Ii
SERIES, THE TOP OF THE NEXT l
J -HOOK SHOULD BE PLACED 90'
OFF THE BASE OF THE UPSTREAM �I
STRUCTURE. NUMBER OF
J -HOOKS IN SERIES MAY BE �,,; - - / LL CO
FROM 1 - 5
EXISTING
TING
X
> GROUND
FOOTER W
BACKFILL WIp f}f ROCK
W
SECTION B -B ('3
M-
CA
• • : ,�5 SHEET NO.
J -HOOK WEIR PETAIL 031592 lP
SH.8 '•
•LNG I N6
N.T.S. 3 % 7
i
FINAL DRAWING
I
NOT RELEASED FOR CONSTRUCTION
I
I
i
I

8' MAX.
VARIABLE AS DIRECTED BY THE ENGINEER
WARNING SIGN / PLASTIC OR
Tn d WIRE TIES
MIN. 10 GA. MIN. 12-1/2 GA.
LINE WIRES INTERMEDIATE
WIRES
GRADE
1111► =1111 °IIIII- IIIIIN IIIII_ III = IIIII =IIIII= IIIII_ 11111- IIIII = IIIII = IIIII- IIIII -1111- III = IIIII = 1111► - IIIII =1111 = IIIII =11'
- IIIII = IIIII
IIIII _ ORANGE, UV RESISTANT IIIII
IIII HIGH - TENSILE STRENGTH fI=
I Ilill POLY BARRICADE FABRIC (TYPICAL)
FRONT VIEW
STEEL POST
WOVEN WIRE FABRIC
WARNING SIGN
ORANGE, UV RESISTANT 40”
HIGH - TENSILE STRENGTH
M N POLY BARRICADE FABRIC TREE PROTECTION AREA
(TYPICAL) �-
�� DO NOT ENTER
o
CV
M�� ZONA DE PROTECCION
`t PROVIDE WARNING
PARA ARBOLES - NO ENTRE LANGUAGE IN BOTH
SIDE VIEW ENGLISH AND SPANISH,
AS SHOWN
WARNING SIGN DETAIL
NOTES:
1. TREE PROTECTION FENCING MUST BE INSTALLED AT A MINIMUM RADIUS OF
THE CRITICAL ROOT ZONE (CRZ) OF TREES. (CRZ DEFINED AS RADIUS x 1.25'
(FT) PER INCH AT DBH FROM TRUNK OF TREE, SEE TREE PROTECTION FENCE
LAYOUT DETAIL)
2. IF CONSTRUCTION OCCURS WITHIN THE CRZ AT LEAST 12" OF MULCH AND /OR
LOGGING MATTS SHALL BE PLACED WHERE MACHINERY MANEUVERS TO
REDUCE SOIL COMPACTION IN THIS ZONE.
3. THE TREE PROTECTION FENCING MUST NOT BE VIOLATED FOR THE ENTIRE CONTACT INFORMATION:
DURATION OF THE PROJECT WITHOUT APPROVAL FROM URBAN FORESTRY CITY OF RALEIGH PARKS, RECREATION AND
STAFF. CULTURAL RESOURCES DEPARTMENT
4. THERE WILL BE ZERO TOLERANCE FOR STORING OR PARKING VEHICLES, URBAN FORESTER:
SUPPLIES, OR EQUIPMENT UNDER PROTECTED TREES. TREES @RALEIGHNC.GOV
5. IMPACT PROTECTION DEVICES MUST BE REMOVED AFTER CONSTRUCTION. WWW.RALEIGHNC.GOV
6. WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL.
LETTERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS SHOWN. C/TYOFRALE/GH
7. SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS. PLACE A SIGN AT EACH
END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER. FOR PARKS, RECREATIONANOCULTURAL RESOURCES DEPT
TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS REVISIONS DArE•NIM ivor1oscatE
THAN ONE SIGN PER PROTECTION AREA.
8. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC. MAINTAIN TREE TREE PROTECTION FENCE
PROTECTION FENCE THROUGHOUT DURATION OF PROJECT.
9. A TREE IMPACT PERMIT IS REQUIRED.
10. ADHERE TO STANDARDS IN THE CITY TREE MANUAL. PRCR -01
0
�gwg
O w
F F
QU'Q
t9
:5
a
IIIII
oRgRu
oco Uw
N p
.= W
ww
FP
UJI
Ir
Zw�
,�F'111
07
O
k
'a
\
IIIII
I
0
W
\
J
W
2
14
F_
1—
66
LL
4
J
r
z Lau
w
_
a
z w
s
z
CD
�Iuj
a2 �o
co
>
mill �w H
o
U W
w
U?O
m
O
a
$
z
wawt6 R
i IL
J
w
w
Zap
o
2
w qa
LL
Ix
'+
a4
w
w
IIIII z -'�'wQ
o
W
�
z
IIIII w Q N w�
�r
_
IIIII IX z Z
5=451fow FIR 11901
104704 709 0 501114
01 i
F1 11-1
1; 654
F1 11-1
z
CQ tj 41
10
/Z
v�
RISE( Lflllrj-�,
m
o
Z
ITiI w W o
w m wNQ
w
ma
IIIII F- ° Uc°�v«si
F1 11-1
UJI
w
aQ
(7
a o
IIIII Z
W Q dJ W S2
z m y
y .OF
W �
„sz
z
0
a,
0Do
IIIII z z �o�
zZ
g�
Z
W
W
W JLL
LUL
= W
LL � W W(oW
-n
IIIII p z avc°
„o ,z -'
m
Q
<w
v� ?
IIIII J u- z uwoj
0
co
r
a
IIIII co LL d w K
U
w
IIIiI
f
LLLL
Ow
F zz wwg
¢
W
O
o LL_ w rn U) (L
ti
OZ N
rc o w�Ed
Z
a j5 rc 9ao
Ox
IIIII z N ci
j 3 a
a=11111-
IIIII
IIIII
=L fI= II�III =1�
`t11�11111=
W
ruau1A NIVY ZE
j
C/TYOFRALE/GH
Q
W
IIIII
PUBLIC WORKS DEPARTMENT
.ez
U
U-T
o-s
.o-z
REVISIONS
WE IM nrorroscacE
o
C)
�
STANDARD TREE
Lo
°
PROTECTION DETAIL
Q =
SW -20.03
ZZz
r
6 J
0 Z
00
Z 2
Q
W cb
U b
aj Z
Z Z
CITY OF RALEIGH
Z k-
PUBLIC WORKS DEPARTMENT
LLJ LL
Z O W
REVISIONS DATE 911113 NOTTOSCALE
2 M
STANDARD TEMPORARY
(SEDIMENT /SILT) FENCE
SW -20.01
8' MAX.
VARIABLE AS DIRECTED BY THE ENGINEER
WARNING SIGN / PLASTIC OR
Tn d WIRE TIES
MIN. 10 GA. MIN. 12-1/2 GA.
LINE WIRES INTERMEDIATE
WIRES
GRADE
1111► =1111 °IIIII- IIIIIN IIIII_ III = IIIII =IIIII= IIIII_ 11111- IIIII = IIIII = IIIII- IIIII -1111- III = IIIII = 1111► - IIIII =1111 = IIIII =11'
- IIIII = IIIII
IIIII _ ORANGE, UV RESISTANT IIIII
IIII HIGH - TENSILE STRENGTH fI=
I Ilill POLY BARRICADE FABRIC (TYPICAL)
FRONT VIEW
STEEL POST
WOVEN WIRE FABRIC
WARNING SIGN
ORANGE, UV RESISTANT 40”
HIGH - TENSILE STRENGTH
M N POLY BARRICADE FABRIC TREE PROTECTION AREA
(TYPICAL) �-
�� DO NOT ENTER
o
CV
M�� ZONA DE PROTECCION
`t PROVIDE WARNING
PARA ARBOLES - NO ENTRE LANGUAGE IN BOTH
SIDE VIEW ENGLISH AND SPANISH,
AS SHOWN
WARNING SIGN DETAIL
NOTES:
1. TREE PROTECTION FENCING MUST BE INSTALLED AT A MINIMUM RADIUS OF
THE CRITICAL ROOT ZONE (CRZ) OF TREES. (CRZ DEFINED AS RADIUS x 1.25'
(FT) PER INCH AT DBH FROM TRUNK OF TREE, SEE TREE PROTECTION FENCE
LAYOUT DETAIL)
2. IF CONSTRUCTION OCCURS WITHIN THE CRZ AT LEAST 12" OF MULCH AND /OR
LOGGING MATTS SHALL BE PLACED WHERE MACHINERY MANEUVERS TO
REDUCE SOIL COMPACTION IN THIS ZONE.
3. THE TREE PROTECTION FENCING MUST NOT BE VIOLATED FOR THE ENTIRE CONTACT INFORMATION:
DURATION OF THE PROJECT WITHOUT APPROVAL FROM URBAN FORESTRY CITY OF RALEIGH PARKS, RECREATION AND
STAFF. CULTURAL RESOURCES DEPARTMENT
4. THERE WILL BE ZERO TOLERANCE FOR STORING OR PARKING VEHICLES, URBAN FORESTER:
SUPPLIES, OR EQUIPMENT UNDER PROTECTED TREES. TREES @RALEIGHNC.GOV
5. IMPACT PROTECTION DEVICES MUST BE REMOVED AFTER CONSTRUCTION. WWW.RALEIGHNC.GOV
6. WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL.
LETTERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS SHOWN. C/TYOFRALE/GH
7. SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS. PLACE A SIGN AT EACH
END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER. FOR PARKS, RECREATIONANOCULTURAL RESOURCES DEPT
TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS REVISIONS DArE•NIM ivor1oscatE
THAN ONE SIGN PER PROTECTION AREA.
8. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC. MAINTAIN TREE TREE PROTECTION FENCE
PROTECTION FENCE THROUGHOUT DURATION OF PROJECT.
9. A TREE IMPACT PERMIT IS REQUIRED.
10. ADHERE TO STANDARDS IN THE CITY TREE MANUAL. PRCR -01
—SIDEWALK �-
STREET
B.
TREE
® PROTECTION
EX. TREE PIT FENCE EX. TREE DBH
MIN. (FT) = TREE
-�-- STREET DBH (IN)x1.25 PROTECTION
A. IN TREE PIT FENCE
TREE
7DBH = PROTECTION D. SQUARE LAYOUT
x1.25 FENCE
EX. TREE DBH
BY SIDEWALK
MIN. (FT) _
DBH (IN)x1.25
EX. TREE DBH
E. CIRCULAR LAYOUT
TREE
MIN. (FT) = PROTECTION
DBH (IN)x1.25 FNr.F
' EX. TREE DBH
—
BUILDING ►
C. BY BUILDING
NOTES:
1. CONTRACTOR MUST PROVIDE AND INSTALL TREE
PROTECTION SIGNAGE.
2. A TREE IMPACT PERMIT IS REQUIRED PRIOR TO
INITIATION OF CONSTRUCTION IF ANY TREES ON CITY
PROPERTY ARE TO BE IMPACTED BY PRUNING,
TRENCHING, BORING, REMOVAL, PAVING, PLANTING, ETC.
z
J W w � J Z
W � Q
�
O Q Q 3: W= U Z uj
0 � F=- F- Z � ZZ W
twi. � j(Jj= W QZU-Z
w cn E-� oZWo
° � � > w0 w � W ~ W
V9 Q W W� J � U Q
Ow W ~I�— -w a.0�0
} w
az rnm =o o�Qz
W o w a� w m m
� V H> Z� � Q a Z
Q cn �w W m � J Q W w
Z� UZO�c")p F-5H J J
W m w O mw 2m a� v a a
(.)wwzm a �mm
O a0
TREE
PROTECTION
FENCE
CONTACT INFORMATION:
`CITY OF RALEIGH PARKS, RECREATION AND
CULTURAL RESOURCES DEPARTMENT
URBAN FORESTER: TREES @RALEIGHNC.GOV
WWW.RALEIGHNC.GOV
7
"_ -moo >a '�o���
Z r cV f7 (300 fn
w
= F
�m
5: °wcwi" -'
� p Z w
L=i. 0�ww
=Q
o a w = w
N00�:
z
0
00000 Op 0 OC
0Qp0 pp00C
° ° °0 0
w o0 o crown � -, o °oc
Y� o00 Do� o °o
0 V po W o °
~ z Q oo m z g o0
zo 80 oom Op
w i- Opp � 0 00 c
z w c
tL W °0° O (9 O °°
�o g0o �_� o0
cq � p� 0 ih fn Q p 0
0
5 000 o N opoo 0
0 0
0 ° °0 °p ° 0 °C
o°°oo 0o pQO °o °oo°
' 0000 °000 °0000 °000
t9 Q
z �
H 0
� Q
Xo
W
C9
�
3X
ROOTBALL DIAMETER'
a
NOTES:
1. 4 CONTRACTOR IS RESPONSIBLE FOR
ADEQUATE DRAINAGE OF ALL PLANTING PITS.
(POSITIVE DRAINAGE AWAY FROM PIT)
2. ADHERE TO STANDARDS IN THE CITY TREE
MANUAL.
3. STREET TREES MUST BE 3" CALIPER AT
INSTALLATION WITH A 5' MINIMUM FIRST
j BRANCH HEIGHT.
4. PLANTING SEASON OCTOBER - APRIL.
5. ' A TREE IMPACT PERMIT IS REQUIRED.
6. ELECTRICAL OUTLETS AND OTHER UTILITIES
ARE PROHIBITED IN THE PLANTING AREA
IMMEDIATELY SURROUNDING THE TREE.
o z
U �
� N
Z =
IIIII
Z _ IIIII
Q o °00 °00
oo °$o° IIIII
0p00
1 00° 000 °
Qo
op
1300
o °o
00
•oo z
°
o=
_ °p °O
z IIIII
a
� o00
M °0p �
0° 0
°00
oQ
°
Oo
o Oo
Q �° 1111 � 11111
o IIIII
Co
°a
V
z
X
w
Z
O
N
Lu
W
U
U
Z
Z
W
H
N�N
LJ�
Z
0
U
C /TYOFRALE /GH
PUBLIC
W 0 R K S D E PA R T M E N T
Ro
CONSTRUCTION
ENTRANCE
SW -20.09
DO NOT PRUNE LEADER. PRUNE OR CUT ONLY
DEAD OR UNHEALTHY BRANCHES
PROVIDE STAKING IF SPECIFIED. IF STAKING IS
PROVIDED, PROTECT TREE WITH BROAD STRAP OR
FLEXIBLE TUBING. ALLOW FLEXIBILITY IN STRAPS
TO DEVELOP TRUNK TAPER. PROVIDE TURN
BUCKLE AND WARNING FLAGS. REMOVE ALL
STAKING AND ACCESSORIES WITHIN ONE YEAR
FROM PLANTING.
THE ROOT FLARE SHALL BE PLANTED AT GRADE,
NO HIGHER THAN 2" ABOVE
GRADE, AND NEVER
BELOW GRADE. REMOVE EXCESS SOIL TO EXPOSE
THE ROOT FLARE AT GRADE. TREE SHALL BE SET
PLUMB
-MULCH DEPTH 3 ". KEEP MULCH 3" FROM ROOT
FLARE AND DO NOT CONTACT STEM
-HIGH QUALITY SOIL MIX AS SPECIFIED
-WATER SAUCER SHALL BE NO MORE THAN 3"
ABOVE GRADE
- COMPLETELY REMOVE TOP HALF OF BURLAP,
LACING AND WIRE BASKET AND DISCARD FROM
HOLE
-ROOT BALL SHALL BE PLACED DIRECTLY ON
COMPACTED SUBGRADE. HANDLE TREE BY THE
ROOT BALL ONLY.
CONTACT INFORMATION:
CITY OF RALEIGH PARKS, RECREATION AND CULTURAL
RESOURCES DEPARTMENT URBAN FORESTER:
TREES @RALEIGHNC.GOV
WWW.RALEIGHNC.GOV
C/TYOFRALE/GH
PARKS, RECREAT/ONAND CULTURA
L RESOURCES DEPT
REIi/SIONS oArE•Wshs nOrroMU
TREE PLANTING DETAIL
PRCR -03
031592
FINAL DRAWING
NOT RELEASED FOR CONSTRUCTION
Z
oc
Of
O � 0-
Z O
Wo W �
�U)
IL � co
D O V E to
U1 O
� d
O
E N O Z
Ci ttN''
LID U) V
Z N Lo J
O O d co �
� M O N �' E
r co) V r.. taL Z
I— -w
W�
�
CL
00 JQ
06
a w
V
W
O
a m
Z
J Z J
O
Q � W
V _N �
o
o a
Z
0
J Q �
a W
O
V
Z
co
W
NO
c,
0
�gwg
O w
F F
�W
A m y
w wa
t9
:5
a
IIIII
oRgRu
z
0
,�F'111
07
O
k
I
0
W
J
W
14
F_
1—
0 0�3i
LL
4
z Lau
w
_
a
z w
s
z
CD
�Iuj
a2 �o
co
>
mill �w H
o
U W
w
U?O
m
O
z
wawt6 R
i IL
O
a o
w
Zap
o
2
LL
w
~
Z
Qo
%2�
itt
5=451fow FIR 11901
104704 709 0 501114
01 i
F1 11-1
1; 654
F1 11-1
CQ tj 41
10
polo :1101 MRS. MEN:
RISE( Lflllrj-�,
O
0z
W T O m
F1 11-1
aQ
(7
W Q dJ W S2
z m y
y .OF
W �
�
z
y
z� a'ia
zZ
g�
Z
U
0
r
a
U
w
f
LLLL
Ow
¢
W
O
ti
OZ N
rc o w�Ed
Z
a j5 rc 9ao
Ox
j 3 a
W
ruau1A NIVY ZE
j
C/TYOFRALE/GH
W
PUBLIC WORKS DEPARTMENT
.ez
o-s
.o-z
REVISIONS
WE IM nrorroscacE
STANDARD TREE
PROTECTION DETAIL
SW -20.03
—SIDEWALK �-
STREET
B.
TREE
® PROTECTION
EX. TREE PIT FENCE EX. TREE DBH
MIN. (FT) = TREE
-�-- STREET DBH (IN)x1.25 PROTECTION
A. IN TREE PIT FENCE
TREE
7DBH = PROTECTION D. SQUARE LAYOUT
x1.25 FENCE
EX. TREE DBH
BY SIDEWALK
MIN. (FT) _
DBH (IN)x1.25
EX. TREE DBH
E. CIRCULAR LAYOUT
TREE
MIN. (FT) = PROTECTION
DBH (IN)x1.25 FNr.F
' EX. TREE DBH
—
BUILDING ►
C. BY BUILDING
NOTES:
1. CONTRACTOR MUST PROVIDE AND INSTALL TREE
PROTECTION SIGNAGE.
2. A TREE IMPACT PERMIT IS REQUIRED PRIOR TO
INITIATION OF CONSTRUCTION IF ANY TREES ON CITY
PROPERTY ARE TO BE IMPACTED BY PRUNING,
TRENCHING, BORING, REMOVAL, PAVING, PLANTING, ETC.
z
J W w � J Z
W � Q
�
O Q Q 3: W= U Z uj
0 � F=- F- Z � ZZ W
twi. � j(Jj= W QZU-Z
w cn E-� oZWo
° � � > w0 w � W ~ W
V9 Q W W� J � U Q
Ow W ~I�— -w a.0�0
} w
az rnm =o o�Qz
W o w a� w m m
� V H> Z� � Q a Z
Q cn �w W m � J Q W w
Z� UZO�c")p F-5H J J
W m w O mw 2m a� v a a
(.)wwzm a �mm
O a0
TREE
PROTECTION
FENCE
CONTACT INFORMATION:
`CITY OF RALEIGH PARKS, RECREATION AND
CULTURAL RESOURCES DEPARTMENT
URBAN FORESTER: TREES @RALEIGHNC.GOV
WWW.RALEIGHNC.GOV
7
"_ -moo >a '�o���
Z r cV f7 (300 fn
w
= F
�m
5: °wcwi" -'
� p Z w
L=i. 0�ww
=Q
o a w = w
N00�:
z
0
00000 Op 0 OC
0Qp0 pp00C
° ° °0 0
w o0 o crown � -, o °oc
Y� o00 Do� o °o
0 V po W o °
~ z Q oo m z g o0
zo 80 oom Op
w i- Opp � 0 00 c
z w c
tL W °0° O (9 O °°
�o g0o �_� o0
cq � p� 0 ih fn Q p 0
0
5 000 o N opoo 0
0 0
0 ° °0 °p ° 0 °C
o°°oo 0o pQO °o °oo°
' 0000 °000 °0000 °000
t9 Q
z �
H 0
� Q
Xo
W
C9
�
3X
ROOTBALL DIAMETER'
a
NOTES:
1. 4 CONTRACTOR IS RESPONSIBLE FOR
ADEQUATE DRAINAGE OF ALL PLANTING PITS.
(POSITIVE DRAINAGE AWAY FROM PIT)
2. ADHERE TO STANDARDS IN THE CITY TREE
MANUAL.
3. STREET TREES MUST BE 3" CALIPER AT
INSTALLATION WITH A 5' MINIMUM FIRST
j BRANCH HEIGHT.
4. PLANTING SEASON OCTOBER - APRIL.
5. ' A TREE IMPACT PERMIT IS REQUIRED.
6. ELECTRICAL OUTLETS AND OTHER UTILITIES
ARE PROHIBITED IN THE PLANTING AREA
IMMEDIATELY SURROUNDING THE TREE.
o z
U �
� N
Z =
IIIII
Z _ IIIII
Q o °00 °00
oo °$o° IIIII
0p00
1 00° 000 °
Qo
op
1300
o °o
00
•oo z
°
o=
_ °p °O
z IIIII
a
� o00
M °0p �
0° 0
°00
oQ
°
Oo
o Oo
Q �° 1111 � 11111
o IIIII
Co
°a
V
z
X
w
Z
O
N
Lu
W
U
U
Z
Z
W
H
N�N
LJ�
Z
0
U
C /TYOFRALE /GH
PUBLIC
W 0 R K S D E PA R T M E N T
Ro
CONSTRUCTION
ENTRANCE
SW -20.09
DO NOT PRUNE LEADER. PRUNE OR CUT ONLY
DEAD OR UNHEALTHY BRANCHES
PROVIDE STAKING IF SPECIFIED. IF STAKING IS
PROVIDED, PROTECT TREE WITH BROAD STRAP OR
FLEXIBLE TUBING. ALLOW FLEXIBILITY IN STRAPS
TO DEVELOP TRUNK TAPER. PROVIDE TURN
BUCKLE AND WARNING FLAGS. REMOVE ALL
STAKING AND ACCESSORIES WITHIN ONE YEAR
FROM PLANTING.
THE ROOT FLARE SHALL BE PLANTED AT GRADE,
NO HIGHER THAN 2" ABOVE
GRADE, AND NEVER
BELOW GRADE. REMOVE EXCESS SOIL TO EXPOSE
THE ROOT FLARE AT GRADE. TREE SHALL BE SET
PLUMB
-MULCH DEPTH 3 ". KEEP MULCH 3" FROM ROOT
FLARE AND DO NOT CONTACT STEM
-HIGH QUALITY SOIL MIX AS SPECIFIED
-WATER SAUCER SHALL BE NO MORE THAN 3"
ABOVE GRADE
- COMPLETELY REMOVE TOP HALF OF BURLAP,
LACING AND WIRE BASKET AND DISCARD FROM
HOLE
-ROOT BALL SHALL BE PLACED DIRECTLY ON
COMPACTED SUBGRADE. HANDLE TREE BY THE
ROOT BALL ONLY.
CONTACT INFORMATION:
CITY OF RALEIGH PARKS, RECREATION AND CULTURAL
RESOURCES DEPARTMENT URBAN FORESTER:
TREES @RALEIGHNC.GOV
WWW.RALEIGHNC.GOV
C/TYOFRALE/GH
PARKS, RECREAT/ONAND CULTURA
L RESOURCES DEPT
REIi/SIONS oArE•Wshs nOrroMU
TREE PLANTING DETAIL
PRCR -03
031592
FINAL DRAWING
NOT RELEASED FOR CONSTRUCTION
Z
oc
Of
O � 0-
Z O
Wo W �
�U)
IL � co
D O V E to
U1 O
� d
O
E N O Z
Ci ttN''
LID U) V
Z N Lo J
O O d co �
� M O N �' E
r co) V r.. taL Z
I— -w
W�
�
CL
00 JQ
06
a w
V
W
O
a m
Z
J Z J
O
Q � W
V _N �
o
o a
Z
0
J Q �
a W
O
V
Z
co
W
NO
c,
TREE
® PROTECTION
EX. TREE PIT FENCE EX. TREE DBH
MIN. (FT) = TREE
-�-- STREET DBH (IN)x1.25 PROTECTION
A. IN TREE PIT FENCE
TREE
7DBH = PROTECTION D. SQUARE LAYOUT
x1.25 FENCE
EX. TREE DBH
BY SIDEWALK
MIN. (FT) _
DBH (IN)x1.25
EX. TREE DBH
E. CIRCULAR LAYOUT
TREE
MIN. (FT) = PROTECTION
DBH (IN)x1.25 FNr.F
' EX. TREE DBH
—
BUILDING ►
C. BY BUILDING
NOTES:
1. CONTRACTOR MUST PROVIDE AND INSTALL TREE
PROTECTION SIGNAGE.
2. A TREE IMPACT PERMIT IS REQUIRED PRIOR TO
INITIATION OF CONSTRUCTION IF ANY TREES ON CITY
PROPERTY ARE TO BE IMPACTED BY PRUNING,
TRENCHING, BORING, REMOVAL, PAVING, PLANTING, ETC.
z
J W w � J Z
W � Q
�
O Q Q 3: W= U Z uj
0 � F=- F- Z � ZZ W
twi. � j(Jj= W QZU-Z
w cn E-� oZWo
° � � > w0 w � W ~ W
V9 Q W W� J � U Q
Ow W ~I�— -w a.0�0
} w
az rnm =o o�Qz
W o w a� w m m
� V H> Z� � Q a Z
Q cn �w W m � J Q W w
Z� UZO�c")p F-5H J J
W m w O mw 2m a� v a a
(.)wwzm a �mm
O a0
TREE
PROTECTION
FENCE
CONTACT INFORMATION:
`CITY OF RALEIGH PARKS, RECREATION AND
CULTURAL RESOURCES DEPARTMENT
URBAN FORESTER: TREES @RALEIGHNC.GOV
WWW.RALEIGHNC.GOV
7
"_ -moo >a '�o���
Z r cV f7 (300 fn
w
= F
�m
5: °wcwi" -'
� p Z w
L=i. 0�ww
=Q
o a w = w
N00�:
z
0
00000 Op 0 OC
0Qp0 pp00C
° ° °0 0
w o0 o crown � -, o °oc
Y� o00 Do� o °o
0 V po W o °
~ z Q oo m z g o0
zo 80 oom Op
w i- Opp � 0 00 c
z w c
tL W °0° O (9 O °°
�o g0o �_� o0
cq � p� 0 ih fn Q p 0
0
5 000 o N opoo 0
0 0
0 ° °0 °p ° 0 °C
o°°oo 0o pQO °o °oo°
' 0000 °000 °0000 °000
t9 Q
z �
H 0
� Q
Xo
W
C9
�
3X
ROOTBALL DIAMETER'
a
NOTES:
1. 4 CONTRACTOR IS RESPONSIBLE FOR
ADEQUATE DRAINAGE OF ALL PLANTING PITS.
(POSITIVE DRAINAGE AWAY FROM PIT)
2. ADHERE TO STANDARDS IN THE CITY TREE
MANUAL.
3. STREET TREES MUST BE 3" CALIPER AT
INSTALLATION WITH A 5' MINIMUM FIRST
j BRANCH HEIGHT.
4. PLANTING SEASON OCTOBER - APRIL.
5. ' A TREE IMPACT PERMIT IS REQUIRED.
6. ELECTRICAL OUTLETS AND OTHER UTILITIES
ARE PROHIBITED IN THE PLANTING AREA
IMMEDIATELY SURROUNDING THE TREE.
o z
U �
� N
Z =
IIIII
Z _ IIIII
Q o °00 °00
oo °$o° IIIII
0p00
1 00° 000 °
Qo
op
1300
o °o
00
•oo z
°
o=
_ °p °O
z IIIII
a
� o00
M °0p �
0° 0
°00
oQ
°
Oo
o Oo
Q �° 1111 � 11111
o IIIII
Co
°a
V
z
X
w
Z
O
N
Lu
W
U
U
Z
Z
W
H
N�N
LJ�
Z
0
U
C /TYOFRALE /GH
PUBLIC
W 0 R K S D E PA R T M E N T
Ro
CONSTRUCTION
ENTRANCE
SW -20.09
DO NOT PRUNE LEADER. PRUNE OR CUT ONLY
DEAD OR UNHEALTHY BRANCHES
PROVIDE STAKING IF SPECIFIED. IF STAKING IS
PROVIDED, PROTECT TREE WITH BROAD STRAP OR
FLEXIBLE TUBING. ALLOW FLEXIBILITY IN STRAPS
TO DEVELOP TRUNK TAPER. PROVIDE TURN
BUCKLE AND WARNING FLAGS. REMOVE ALL
STAKING AND ACCESSORIES WITHIN ONE YEAR
FROM PLANTING.
THE ROOT FLARE SHALL BE PLANTED AT GRADE,
NO HIGHER THAN 2" ABOVE
GRADE, AND NEVER
BELOW GRADE. REMOVE EXCESS SOIL TO EXPOSE
THE ROOT FLARE AT GRADE. TREE SHALL BE SET
PLUMB
-MULCH DEPTH 3 ". KEEP MULCH 3" FROM ROOT
FLARE AND DO NOT CONTACT STEM
-HIGH QUALITY SOIL MIX AS SPECIFIED
-WATER SAUCER SHALL BE NO MORE THAN 3"
ABOVE GRADE
- COMPLETELY REMOVE TOP HALF OF BURLAP,
LACING AND WIRE BASKET AND DISCARD FROM
HOLE
-ROOT BALL SHALL BE PLACED DIRECTLY ON
COMPACTED SUBGRADE. HANDLE TREE BY THE
ROOT BALL ONLY.
CONTACT INFORMATION:
CITY OF RALEIGH PARKS, RECREATION AND CULTURAL
RESOURCES DEPARTMENT URBAN FORESTER:
TREES @RALEIGHNC.GOV
WWW.RALEIGHNC.GOV
C/TYOFRALE/GH
PARKS, RECREAT/ONAND CULTURA
L RESOURCES DEPT
REIi/SIONS oArE•Wshs nOrroMU
TREE PLANTING DETAIL
PRCR -03
031592
FINAL DRAWING
NOT RELEASED FOR CONSTRUCTION
Z
oc
Of
O � 0-
Z O
Wo W �
�U)
IL � co
D O V E to
U1 O
� d
O
E N O Z
Ci ttN''
LID U) V
Z N Lo J
O O d co �
� M O N �' E
r co) V r.. taL Z
I— -w
W�
�
CL
00 JQ
06
a w
V
W
O
a m
Z
J Z J
O
Q � W
V _N �
o
o a
Z
0
J Q �
a W
O
V
Z
co
W
NO
c,
z
0
00000 Op 0 OC
0Qp0 pp00C
° ° °0 0
w o0 o crown � -, o °oc
Y� o00 Do� o °o
0 V po W o °
~ z Q oo m z g o0
zo 80 oom Op
w i- Opp � 0 00 c
z w c
tL W °0° O (9 O °°
�o g0o �_� o0
cq � p� 0 ih fn Q p 0
0
5 000 o N opoo 0
0 0
0 ° °0 °p ° 0 °C
o°°oo 0o pQO °o °oo°
' 0000 °000 °0000 °000
t9 Q
z �
H 0
� Q
Xo
W
C9
�
3X
ROOTBALL DIAMETER'
a
NOTES:
1. 4 CONTRACTOR IS RESPONSIBLE FOR
ADEQUATE DRAINAGE OF ALL PLANTING PITS.
(POSITIVE DRAINAGE AWAY FROM PIT)
2. ADHERE TO STANDARDS IN THE CITY TREE
MANUAL.
3. STREET TREES MUST BE 3" CALIPER AT
INSTALLATION WITH A 5' MINIMUM FIRST
j BRANCH HEIGHT.
4. PLANTING SEASON OCTOBER - APRIL.
5. ' A TREE IMPACT PERMIT IS REQUIRED.
6. ELECTRICAL OUTLETS AND OTHER UTILITIES
ARE PROHIBITED IN THE PLANTING AREA
IMMEDIATELY SURROUNDING THE TREE.
o z
U �
� N
Z =
IIIII
Z _ IIIII
Q o °00 °00
oo °$o° IIIII
0p00
1 00° 000 °
Qo
op
1300
o °o
00
•oo z
°
o=
_ °p °O
z IIIII
a
� o00
M °0p �
0° 0
°00
oQ
°
Oo
o Oo
Q �° 1111 � 11111
o IIIII
Co
°a
V
z
X
w
Z
O
N
Lu
W
U
U
Z
Z
W
H
N�N
LJ�
Z
0
U
C /TYOFRALE /GH
PUBLIC
W 0 R K S D E PA R T M E N T
Ro
CONSTRUCTION
ENTRANCE
SW -20.09
DO NOT PRUNE LEADER. PRUNE OR CUT ONLY
DEAD OR UNHEALTHY BRANCHES
PROVIDE STAKING IF SPECIFIED. IF STAKING IS
PROVIDED, PROTECT TREE WITH BROAD STRAP OR
FLEXIBLE TUBING. ALLOW FLEXIBILITY IN STRAPS
TO DEVELOP TRUNK TAPER. PROVIDE TURN
BUCKLE AND WARNING FLAGS. REMOVE ALL
STAKING AND ACCESSORIES WITHIN ONE YEAR
FROM PLANTING.
THE ROOT FLARE SHALL BE PLANTED AT GRADE,
NO HIGHER THAN 2" ABOVE
GRADE, AND NEVER
BELOW GRADE. REMOVE EXCESS SOIL TO EXPOSE
THE ROOT FLARE AT GRADE. TREE SHALL BE SET
PLUMB
-MULCH DEPTH 3 ". KEEP MULCH 3" FROM ROOT
FLARE AND DO NOT CONTACT STEM
-HIGH QUALITY SOIL MIX AS SPECIFIED
-WATER SAUCER SHALL BE NO MORE THAN 3"
ABOVE GRADE
- COMPLETELY REMOVE TOP HALF OF BURLAP,
LACING AND WIRE BASKET AND DISCARD FROM
HOLE
-ROOT BALL SHALL BE PLACED DIRECTLY ON
COMPACTED SUBGRADE. HANDLE TREE BY THE
ROOT BALL ONLY.
CONTACT INFORMATION:
CITY OF RALEIGH PARKS, RECREATION AND CULTURAL
RESOURCES DEPARTMENT URBAN FORESTER:
TREES @RALEIGHNC.GOV
WWW.RALEIGHNC.GOV
C/TYOFRALE/GH
PARKS, RECREAT/ONAND CULTURA
L RESOURCES DEPT
REIi/SIONS oArE•Wshs nOrroMU
TREE PLANTING DETAIL
PRCR -03
031592
FINAL DRAWING
NOT RELEASED FOR CONSTRUCTION
Z
oc
Of
O � 0-
Z O
Wo W �
�U)
IL � co
D O V E to
U1 O
� d
O
E N O Z
Ci ttN''
LID U) V
Z N Lo J
O O d co �
� M O N �' E
r co) V r.. taL Z
I— -w
W�
�
CL
00 JQ
06
a w
V
W
O
a m
Z
J Z J
O
Q � W
V _N �
o
o a
Z
0
J Q �
a W
O
V
Z
co
W
NO
c,
a w
V
W
O
a m
Z
J Z J
O
Q � W
V _N �
o
o a
Z
0
J Q �
a W
O
V
Z
co
W
NO
c,
W
NO
c,