20080315 Ver 1_Site Plan_20080219

INDEX OF SHEETS
1 TITLE SHEET
2 GENERAL NOTES AND LEGEND
3 PLAN &PROFILE SHEET
STA. 0 +00 TO STA. 6 +00
4 PLAN &PROFILE SHEET
STA. 6 +00 TO S 12 +00
5
PLAN &PROFILE SHEET
STA. 12 +00 TO STA. 18 +00
6
LAN-- &- PROFILE SHEET
-
STA. 18 +00 TO S 21+50
7
CONSTRUCTION ACCESS
8
DETAILS
DETAILS
9
ATTENTION CONTRACTORS
The Construction Contractor responsible for the modification
to the water or sewer, as approved in these plans, is
responsible for contacting the Public Utilities Department at
919- 857 -4540 at least fo —glyht (48) hours prior to
beginning any of their construction.
Failure to notify the City of Raleigh s Public Utilities
Departments in advance of beginning construction. will
result in the issuance of monetary fines, and require
reinstallation of any water and sewer facilities not inspected
as a result of this notification failure.
Failure to call for Inspection, Install a Downstream Plug,
have Permitted Plans on the Job site, or any other
Violation of City of Raleigh Standards will result in a �jng
and Possible Exclusion from future work in the City of
Raleigh.
T
HE C R
ITY OF
A LEIGH
PUBLIC WORKS DEPARTMENT
s
BIG BRANCH CHANNEL STABILIZATION PROJECT
/cam,. Nc amcK�N
ea�a� rou otc
1- 800 -632 -4949
6LA11M U1NJ1Y DAYA�.
�IVI 2007 -0019
WOOLPERT
PREPARED BY:
WOOLPERT, INC.
8731 RED OAK BOULEVARD
CHARLOTTE, NORTH CAROLINA 28217
704 - 525 -6284 FAX 704 - 525 -8529
rp�
VICIN ITY MAP
F ir
•
1 1 1 1
t
a Lj
v
1- 111 1� � � •
♦ • •
-
f
3 '' 1
<. 1
I ! t
•
. •i ,.,
0 8-0 3 15
PAYMENT
RECEME--s),
N CARS
� • Ess, •
•Q • i
••.!�G NEB;.• � �\
Na DATE REVISIONS FILE tvo.
01 10/15/07 REVISED AS PER CfTY OF RALEIGH COMMEMS DATED 10/12/07 5,526,3
6
z
w
W
U)
1

GENERAL NOTES
1, ALL WORK SHALL COMPLY
WITH NCDOT AND THE CITY OF RALEIGH STANDARDS AND SPECIFICATIONS, UNLESS
OTHERWISE NOTED.
H
2. THE CONTRACTORS
ALL 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 REPRESE
TATIVE.
4. TRAFFIC CONTROLS
ALL 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 L
EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, NCDOT STANDARDS
AND SPECIFICATIONS, AqD
THE CITY OF RALEIGH STANDARDS AND SPECIFICATIONS.
5. THE CONTRACTOR SHALL
BE RESPONSIBLE FOR THE DESIGN, INSTALLATION, AND OPERATION OF ALL TEMPORARY
AND PERMANENT BRACI
G AND SHORING AS NECESSARY TO PERFORM THE WORK AS DESCRIBED IN THE PROJECT
PLANS AND SPECIFICATONS.
THIS INCLUDES EMPLOYING OR OTHERWISE PROVIDE FOR PROFESSIONAL STRUCTURAL
AND GEOTECHNICAL EN(
INEERING SUPERVISION TO ASSESS THE NEED FOR SHEET PILING, BRACING, SHORING, AND
DESIGN. RESULTS OF THIS
DESIGN ANALYSIS SHALL BE SUBMITTED TO AND APPROVED BY THE CITY OF RALEIGH
PRIOR TO INSTALLATIO
.
6. THE CONTRACTOR SHALL
COMPLY WITH ALL CURRENT OSHA AND OTHER SAFETY STANDARDS AND REGULATIONS.
7. UNDERGROUND FACIUTIESv
STRUCTURES AND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND
RECORDS, AND THEIR L
CATIONS MUST BE CONSIDERED APPROXIMATE' ONLY. THERE MAY BE OTHERS, THE
EXISTENCE OF WHICH I
AT PRESENT NOT KNOWN. VERIFICATION OF THE LOCATIONS OF UNDERGROUND UTILITIES,
SHOWN OR NOT SHOWN
SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
8. ADJUSTMENT OF CITY—OWNED
UTILITY STRUCTURES AND MANHOLE TOPS SHALL BE PROVIDED BY THE
CONTRACTOR.
9. 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.
10. TEMPORARY RESIDE
TIAL FENCING WILL BE REQUIRED WITHIN BACKYARDS OF LOTS, AS DIRECTED BY THE CITY
OR THE CITY REPRESE
TATIVE.
11. WORKING HOURS S
ALL BE LIMITED FROM 8:00 AM TO 6:00 PM MONDAY THROUGH SATURDAY.
12. A BYPASS PLAN SE'ALED
BY A NC PROFESSIONAL ENGINEER MUST BE SUBMITTED TO PUBLIC UTILITIES PRIOR
TO PUMPING OPERATIONS
TO COORDINATE WITH ADMINISTRATION ENGINEERING STAFF. PUMPS SHOULD BE SIZED TO
HANDLE THE PEAK DAILY
FLOW (2.5 TIMES THE AVERAGE DAILY FLOW) FOR THE LINE OR AREA OF WORK. THE
CONTRACTOR SHALL SECURE
PUMPS FROM A PUMP SUPPLIER ACCORDING TO THE PROVIDED FLOW INFORMATION.
PUMPING OPERATIONS
LIST BE MONITORED 24 HOURS A DAY FOR EACH DAY OF THE PUMPING OPERATION BY
QUALIFIED PERSONNEL
N ORDER TO RESPOND TO PROBLEMS OR FAILURES. 1007 REDUNDANCY IS REQUIRED FOR
PUMPING OPERATIONS.
IN ADDITION, BACK UP PUMPS ARE TO BE CONNECTED TO THE BYPASS FORCE MAIN TO
FACILITATE IMMEDIATE
USE UPON FAILURE OF THE PRIMARY PUMPS. PUMPS AND GENERATORS USED FOR BYPASS
OPERATIONS SHALL BE
QUIET EQUIPMENT ENCLOSED IN SOUND DEADENING DEVICES AND SHALL BE IN
ACCORDANCE WITH CITY OF RALEIGH CITY CODE SECTION 12, CHAPTER 5: NOISE. AVERAGE DAILY FLOW =695
GALLONS /MINUTE. PEAK DAILY FLOW =1.737 GALLONS /MINUTE.
CONSTRUCTION SEQUENCE
1. FURNISH AND INSTALL TRAFFIC CONTROL ADVANCE WARNING SIGNS NEAR CONSTRUCTION
ACCESS POINTS, AS DIRECTED BY THE CITY. AND MAINTAIN THEM THROUGHOUT THE
PROJECT'S DURATION.
2. INSTALL FABRIC, STONE, AND GRAVEL CONSTRUCTION EXIT WITHIN CONSTRUCTION ACCESS
AND STAGING AREAS AS INDICATED ON THE PLANS AND SPECIFICATIONS OR AS DIRECTED
BY THE CITY.
3. REMOVE EXISTING TREES IDENTIFIED ON THE PLANS, IN ACCORDANCE WITH THE
SPECIFICATIONS. PROVIDE TREE PROTECTION FOR THOSE TREES TO BE SAVED WITHIN THE
CONSTRUCTION AREA.
4. INSTALL ONE ROCK CROSS VANE DOWNSTREAM OF IMMEDIATE AREA OF DISTURBANCE TO
ACT AS SILT BASIN. MAINTAIN IN ACCORDANCE WITH SPECIFICATIONS.
5. CONTRACTOR SHALL BEGIN STREAM STABILIZATION ACTIVITY AT THE UPSTREAM LIMIT OF
CONSTRUCTION. THE WORK SHALL BE LIMITED TO NO MORE THAN 250 LF OF CHANNEL,
WITHOUT COMPLETE RESTORATION AND /OR STABILIZATION, AND CONTINUE DOWNSTREAM
WITHOUT INTERRUPTION IN CHANNEL RESTORATION.
6. THE CONTRACTOR MAY BEGIN PREPARATION OF THE NEXT DOWNSTREAM REACH (250
L.F.) PRIOR TO FULL STABILIZATION OF THE UPSTREAM REACH, HOWEVER, INSTALLATION OF
PROPOSED IMPROVEMENTS IN THE DOWNSTREAM REACH WILL NOT BE PERMITTED UNTIL THE
UPSTREAM REACH IS APPROVED BY THE PROJECT INSPECTOR.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER REMOVAL AND DISPOSAL OF
ANY UNSUITABLE MATERIAL TO A LOCATION OFF SITE. THE CONTRACTOR SHALL OBTAIN ANY
AND ALL STATE OR LOCAL APPROVALS AND SUBMIT COPIES TO THE CITY FOR RECORD.
S. TREES TO BE INSTALLED ALONG THE TOP OF BANK SHALL BE INSTALLED ONCE THE
ENTIRE STREAM LENGTH IS COMPLETED.
9. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES AND MEASURES
UPON ESTABLISHMENT OF VEGETATIVE COVER AND UPON APPROVAL BY THE CITY AND AT
COMPLETION OF THE PROJECT.
-TREE
FTO BE REMOVE'll
D.N.D.
TEL
CATV
EXIST.
PROP.
D.I.P.
T.B.R.
T.B.A. B.O.
T.B.R.R.
LEGEND
-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
- SI LT FEN CE
K H.B SEE DETAIL NO. 2 ON SHEET 8
2
SEE PLAN VIEW
FOR BLANKET
TREATMENT
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
N. -WATER LINE
SS - SANITARY SEWER LINE
O - MANHOLE
-WATER VALVE
�- -SPOT ELEVATION
- - -- - PROPERTY LINE
P .E - PERMANENT DRAINAGE EASEMENT
IP.U.D.E.1- PERMANENT UTILITY &DRAINAGE EASEMENT
T.C.E. - TEMPORARY CONSTRUCTION EASEMENT
o�
'30!;;�,
111111111111
SH.8 COVER EXISTING RIP RAP WITH TOPSOIL, TREAT WITH JOINT PLANTING 19
3 �o D No?
Sri %4�ry
SH.B
1 GRADE AND STABILIZE BANKS, WILLOW STAKING �
8 III -I I STABILIZE BANK AS SHOWN, INSTALL ROOTWAD, BOULDER REVETMENT AND WILLOW BRANCH PACKING
r.B r. v SLOPE BANKS AS SHOWN, INSTALL COIR FABRIC, WILLOW STAKING, AND SHRUB PLANTING
8 •r v
SH'9 WRAPPED EARTH SLOPE
1
SH.9 PLANT WITH SHRUBS
2
n
EXCAVATE MATERIAL FROM SANDBAR
Brats ='r;,
FILL WITH EXISTING CREEK BOTTOM MATERIAL
SIDE SLOPES SHALL BE NO STEEPER THAN 1.5(H):1.0(V).
SIDE SLOPES MAY BE CONSTRUCTED UP TO 3(H):1(V)
WHERE CONDITIONS ALLOW.
VARIES
NAFF-
NOTE:k-- LIMITS OF PILOT---'
SEE SHEETS 3 -6 FOR LIMITS CHANNEL AS
OF CHANNEL WORK. SHOWN ON PLANS
4' 6"
TYPICAL PILOT CHANNEL SECTION
N.T.S.
EXISTING GROUND
\,..SEE PLAN VIEW
FOR BLANKET
i�
TREATMENT
MINIMUM DEPTH
BELOW TOP OF BANK.
• THE FOLLOWING CITY OF RALEIGH DETAILS ARE INCLUDED BY REFERENCE:
0 40.02 — CONSTRUCTION ENTRANCE;
0 40.04 — TEMPORARY SILT FENCE;
o40.28 —RIP —RAP LINED CHANNEL;
o40.29 —RIP —RAP LINED CHANNEL;
o40.36 — TEMPORARY STREAM CROSSING;
o40.37 — TEMPORARY STREAM CROSSING;
o40.38 — TEMPORARY STREAM CROSSING;
0 THESE ARE AVAILABLE IN PDF, AUTOCAD, OR MICROSTATION AT THE CITY OF RALEIGH
WEBSITE UNDER PUBLICATIONS, PUBLIC WORKS DEPARTMENT, STANDARD DETAIL
DRAWINGS.
r
0
N
O
D
U
0S =
cc
W
O
U
W
d
D
W
N
Fa
n
Q O
V p
Z
.
H
H
00
�
L
v)
qq-
tf)
U)
V)
0
o
C)
o
C�
>
two
�Z
0:
0
Z
N
�
�
J
�
W
~
tf)
o
N
z
rn
H
Q
�'
O
Q
Q
U
W.
OC
Y
ML
Lf)
Q.
v
m
00
.J
.
H
00
�
L
v)
O
Z
�
w
a
C�
>
�
I
J
0
Z
�
J
�
W
~
O
o
N
z
rn
=
V
J
m
00
W
(N
Z
N
Lf)
Q.
v
m
00
.J
0
U
Z
o0
ul
N
N
co
Lq
W
�
U-)
Q.
�
„+-;
0
N
O
r.
O
Lo
o
�
: '
C)
X
t�
� .
O
Q
3:
oo
to
U
t*--.
LL.
0 •••••
fs
0
o
• �- •
� SE
jolo
•.••/VC I ICI E�: ••: ``��
•,,��� c . SM�``��,.
����1111111111����\
SHEET NO.
2
H
U
�
D
O
Z
�
w
a
C�
J
�
�
J
0
Z
�
J
�
W
~
O
O
F=a
cl)
z
=
V
J
V
Z
W
Z
W
m
C�
m
SHEET NO.
2

mF6
2
NOTE:
CCTV EXISTING SANITARY AND STORM SEWER
V)
SLOPE BAN S. INSTALL COIR CONSTRUCTION ACCESS = I PIPES BEFORE AND AFTER CONSTRUCTION.
FABRIC WILLOW STAKING AND STAGING '
AL CITY OF RALEIGH : NN CONTRACTOR RESPONSIBLE FOR REPLACING
ER, JAMES W �
SHRUB PLANTING, SHRUBS 4016 CONVERSE DR. 4028 CONVERSE DR. SEWER PIPE DAMAGED DURING CONSTRUCTION.
5 OC LIV STAKES SPACED PIN 171- 509 -6974 PIN 1 71 - 600 -6192 ,
-- 4' -6' OC =, '
-I. $ STOLTZ, tCARt HOWE �
ago I 8 CITY OF RALEIGH , 4032 CONVERSE DR.
S2 w � , 4 0 7 ; PIN 171-600-6199
w 4022 CONVERSE DR. PLANT 3 CALIPER TREE
SMITH, DEAN A
gwo Ix v) a3•40' -° PIN 171 - 600 -6083 (TYPE AS SPECIFIED , ' 4036 CODE DR. ,n � • I HIe1NCHEl'TE, DAVID A do KIMBERY C D
LA_ i ;, PLANTED 25 O.C. & 10 i PIN 171- 600 -7207 , Z
00w. � I «, � PLACE SILT , N 1 . ; , � 4040 CONVERSE DR.
4 1p 07 OFF TOP OF BANK, PIN 171- 600 -7306
"r SS -SS FENCE -0.0,
T _ x,24. ; OR AS DIRECTED BY , Z j
o z I RIM - 2 32.61, CONCRETE • I ENGINEER (TYPICAL) GRADE AND STABILIZE BANKS ' o'
°- INV= 225.91 i
_ HEADWALL ;� WITH WILLOW STAKING , ; 0 D
• • • • 0000 WE __5. 6
0000••• . ,- INV =2 8 - I'j�,4.1 I H• , i °z�
• • - INSTALL J HOOK WEI 0 07'� a, °
'0'''''0.0•- - - 8727
_ 0.00... -.• ; - - _ _ OP ELEV. 226.5 SH.9 SS -MH 4 ; 1
SS 'HOPE 0''"0.0- • -•••- - - RIM = 234.93' :' RESHAPE CHANNEL v r
EXIST. WOOD R AINING S f. - 3 - ;I
I s , INV- 226.61 LINE WITH STATIONING IS PER TYPICAL PILOT
WAL 10-- BE-Rf AMQVED f _
- - - , - •��•'''•''''••••- ••0000- CURRENT CREEK CENTER LINE ' 7°; F,:: , ..
! CHANNEL DETAIL m �.
\ _ 9
rSH.9 INSTALL J -HOOK W I \ I - - - - - - 18„ ND • • •� - - - _ PLACE TREE ' (SEE SHEET 2) 2008 PE s.p
3 TOP ELEV. 226.5 I ! - - - _ - SS ' -PROT€OTIAN -- _ _- MAGNOLIA ' D Qu
y --232 - J I - - -- -- - ss -� _ S�QrWAY
\ ,�� 1
75' EASEMENT SS -' _
RESHAPE CHANNEL wooD - / I INSTALL J -HOOK WEIR 8'�
TYPICAL PILOT I TAININI3 -�\ / j _ _ — — _ — 8" HDPE — — — _ 72.97'
PER wA / - TOP ELEV. 227.5 _ ELDORADO VC
I � , SH.9 � - - _
CHANNEL DETAIL �,/ \ SS 4051 OWL HOUM OL
(SEE SHEET 2 �� � j ° �: 3
_ _ - - _ _ PN 171 :-2ro fie E RIFFLE - -
_ _ _ _ _ _ PPE Z
Sk
C)
rn
`� 1
k 5a." `�a,,. „• -. � ' .. „ -�- �.tl r ; iz!i'' , s+.r 1'tli- `r&^ y v \ ', ?j. \ \ . \ �� O v� � ` /
\ P CE TREE 8 �R , 1 - _ _� M �q ss Ucls
/ 'I / •`rl�� d. uy r r \ \ _ �/ .;�'? .""`' * i -.s- / l ` _t � L f •1,j''i •\ \� ON \\ �"� •L . �_-►• +
X231\
/ f ^s. e / _ .fi.T 3
/ ! ." ? -(:• ` +- .ti r ,. Yw I r.✓ / / '� l \ r_ R ` J� �'` \\ \ ` _ JS� --+. \ \ __ }A�_- V'�_ 240
� \ \ 23 V
rnG k _ \ /[/'. y - � ti-'• .r. • .. - _ - ,` • \ 7 _off
00,
M -Zz" DUCTA Z
IRO -PIF49:1
gm 4
own e ` 1
,� / LAR /e.. } 1�� / `�� ��� �. 30 OPLAR ��� v v ` \
0 w
0 z 0 I O - FENCE >r -V 0
" '`� f �.-- Z- CHRIN LINK � Z
0 I LE O \ N
/ 1 v v \ = ...� J LIM
` \
0-.4 '11
15 = = .0000 \ LO
F NLE 24 ORE �- �( . �.� t:.:::_ / v 0 0 0; �
—WQOD MULTI TRUNK HAIN LINK ENCE � X " d v - v
18" POPLAR �� t _ w
MULTI TR
• I . 16 GUM ..
_ .. - -232 -- , IIIIIIIIIIr
REMOVE X TUMP I 31.45 �-" 2� INSTALL OCK CROSS VANE , �\ \ --23
O ''d �� TOP ELEV. 228.8 SH.8 ' 2
1 GRADE AND TABILIZE - 5* S w
• BANKS WITH ILLOW/ I ' PROP. CREEK CENTER LINE 7 a2.009 2 \ - - _ _ W •� CA
\ _ — 32 -- R
1 _ i,
STAKING _ - - ? 233 234 , 3° '� 0000-, -
EX. 3 C. P. P. �\ �' cf) E S S i •. •,
' _ R OVE LUG 88.07
..� 1 MAINTAIN a INSTALL ROCK CROSS VANE - - ` : Q �'
REMOVE AND I REMOVE TREE E
' �;
TOP ELEV. 228.5 SH 8 ` - •
RESET FENCE I (TYPICAL) -o I =
p 7 ,' ' GRADE AND STABILIZE -
REMOVE AND �, '
BANKS WITH WILLOW FILL WITH �. - •
INSTALL ROCK CROSS VANE
STAKING •
RESET FENCE SH•$ EXISTING CREEK / %� • -.- c i NEB.••
' TOP ELEV. 229.0 SH.8 I •, %)- '. - •''. • ��:•
0 REMAIN 0 , BOTTOM MATER ,,�
' KLOOS, LYNA DODD /
I 4001 QUAIL HOLLOW DR. ,
PIN 171 -600 -9136 i
'
KEEVER, DAVID M & LINDA L SWAIN i NOTE:
3925 QUAIL HOLLOW DR. �� ALL EXISTING ASIAN BAMBOO
PIN 171 -509 -8987 ROSSELU, RAELENE s AND KUDZU WITHIN CONSTRUCTION ,
CKEY, MALCOLM ARMSTRONG 3929 QUAIL HOLLOW DR. AREA, SHALL BE REMOVED AS PART
3921 QUAIL HOLLOW DR. I � PIN 171- 600 -8097
PIN 171 -509 -8971 OF CLEARING AND GRUBBING
I
� I
'w If
�lz- p I (�Z
22 --
:0
122
Wto
3^
Y N
°o z
M--I�
J
I � W
H a.
Q a cn
z1,
. f
• r
0000
W
z
U)
to t;
O
U C4S
CIS
OV II
no
+J_
IIIIJLL
44e I �i 9
WK P
• 1 �� ��
EXISTING C EEK
BOTTOM PROFILE
(THALWEG)
W
Z
cn
N Gp
O�
� N
V N
O Y ll
60
c" a W
H
N� a
Z O
go
WHITEACRE, JEFFREY B do AUDREY R
4005 QUAIL HOLLOW DR.
PIN 171 -600 -9266
w
Z
(n rr_^^/ w
O
o
N
V
0 N
oil
r o
Q +
r% r
/
POYO, RALPH & SUSAN R
4009 QUAIL HOLLOW DR.
PIN 171- 610 -0335
20 0 20 40
w a a 2
/
/ GRAPHIC SCALE IN FEET
Q in 0
oo
o-ol
i
� PR POSED CREEK
� BOTfOM ROFlLE (TYP)
FILL wi EXISTING
eorro MATERIAL
NOTE: EXISTING CREEK BOTTOM SHALL I BE EXCAVATED AT
THE
CATIONS S
OWN ON THI
PROFILE OR
AS
W ul
TED BY THE
W ul
DITIONAL FILL
�C6
BE I
3:: '
A SOURCE
ON
THE
O
00
OF BY TH
o=
.
oz
II
I
to
ui
•
j
co
w
�
a
�<_ In
-.e*
Q
9
'w If
�lz- p I (�Z
22 --
:0
122
Wto
3^
Y N
°o z
M--I�
J
I � W
H a.
Q a cn
z1,
. f
• r
0000
W
z
U)
to t;
O
U C4S
CIS
OV II
no
+J_
IIIIJLL
44e I �i 9
WK P
• 1 �� ��
EXISTING C EEK
BOTTOM PROFILE
(THALWEG)
W
Z
cn
N Gp
O�
� N
V N
O Y ll
60
c" a W
H
N� a
Z O
go
WHITEACRE, JEFFREY B do AUDREY R
4005 QUAIL HOLLOW DR.
PIN 171 -600 -9266
w
Z
(n rr_^^/ w
O
o
N
V
0 N
oil
r o
Q +
r% r
/
POYO, RALPH & SUSAN R
4009 QUAIL HOLLOW DR.
PIN 171- 610 -0335
20 0 20 40
w a a 2
/
/ GRAPHIC SCALE IN FEET
Q in 0
oo
o-ol
i
� PR POSED CREEK
� BOTfOM ROFlLE (TYP)
FILL wi EXISTING
eorro MATERIAL
NOTE: EXISTING CREEK BOTTOM SHALL I BE EXCAVATED AT
THE
CATIONS S
OWN ON THI
PROFILE OR
AS
DIRE
TED BY THE
NGINEER. A
DITIONAL FILL
SHALL
BE I
PORTED FRO
A SOURCE
PPROVED B
THE
SHAL
BE DISPOSSI'D
OF BY TH
CONTRALTO
.
f� O N M c" 0) O N c" O DO N N to
to to to to d' to 1I 00 cD
n 00 QO OD aD Oi
N N N N N N N N N N N N N N N N N N N N N N
N N N N N N N N N N N N N N N N N N N N N N
6 +50 7 +00 7 +50 8 +00 8 +50 9 +00 9 +50 10 +00 10 +50 11+00 11+50
to
N
N
►A'
230
228
226
224
a�
ri
N
N
12 +00
•
nn
Cl
� N
� 0
W W
O O
U V
Z S
(D 0
LH
O O
C C
V U
a a.
oc
W W
w N
a.l
cx d'
O
8 N �
Cl
o1 o
0
M
t0
N
LO
U-)
W
a v w 0� Y
O w O D U
00
LO
Cy)
v �
> I
� r
0 CV 0)
m 00 N
N L0
00
J V � �
O Z 00 N
W -+
a. N O
J LO!
0 pe) e-j X
0 rw*. 5 o Q
3t 00 cn U rI LL
H
f
t
V
W
i
i
j
O
�
Z
o
CN
'
Q
r
V
z
}
J
Q
0
co
Z
T
�
'
C
_
p
oC
z
Or
LL
o
F—
V
Q
f
V
Z
i
m
m
i
i
SHEET NO.
1
1
i
4

►
HANCHETTE, DAVID A & KIMBERY C ►
4100 CONVERSE DR.
---�_ _ PIN 171 -600 -7434
COVER EXIST. RIP RAP -'
WITH TOPSOIL, TREAT
WITH JOINT PLANTING SH.B
3
AERIAL CROSSING
TO REMAIN
REMOVE EXISTING
ROCK DAM
U1
m
m
:rso�
Lp
Lf
o u'+
�
ZN
G +o
�o
O
z
INSTALL J —HOOK WEIR
TOP ELEV,.- 229.5'
20 0 20 40
GRAPHIC SCALE IN FEET
234
232
W
00
Y N
0 0 N
o_ II
r 1
Cq j W
< 0
to ? f--
230 �---
MILLER, THOMAS M & MARTHA P ►
n1TV me n w l r�nu ► aim [`_nmwpCr Ili? ME w ► IT -7» le% ... rl% r-� �-r. ►
\ C \ RIM 237.21'
\ INV (OUT) = 231.28'
\ INV IN(EAST)= 232.37' OVER T
U, IN NORTH) - 231.44' EXIS '
` 1 RIP RAP WITH
\ \ TOPSOIL, TREAT
\ \ WITH JOINT
PLANTING SH.8
\ 1 3
\ 1
ANTONELLI, REBECCAS S
\ 4101 QUAL HOLLOW DR.
PIN 171- 610 -0454
w
W 0
Iri O In
N
00 00
N N �I + N
.--- 11 �
W
1— J \ —!
Jill
/
228
• I..._
V)ZR
n
00
0
Y tV
0
U
r
w
W �.
30
•
BE EX CAVAT
00
N=
II
CREEK
YM
THE
OCATIONS S
OWN ON THI'%1.)`PROFILE
OR
0004
O
�
�j
O
+
0
t
00
II
FSHALL
1 •
M
J _j
1 •
_
BE I
PORTED FROM
EXC
�-
-j w
Q
THE
en
-7
0
0
L-Etc
BE DISPOSRD
OF BY THR
-j _j
N
.
C)
0
W
Q
+
CN
QW
Iri O In
N
00 00
N N �I + N
.--- 11 �
W
1— J \ —!
Jill
/
228
• I..._
V)ZR
SLOPE
INSTALL OO
TOP ELEV. 230.5
SH.9
3
INSTAL (J—HOOK WEIR
TOP EL 230.1 ' /
1
W to
O
Y M
0 0 N
0 r II
000 1
-i- --�l >
1'7..JW
IQ—�O
In Z;2
JABBOUR, JAD G do MARCELLE G 1
4105 QUAIL HOLLOW DR. 4
PIN 171- 610 -0563
GRADE AND STABILIZE BANKS
WITH WILLOW STAKING SH.8
STA. 15 +30.00 8' RT.
INSTALL RO ('."#'K CROSS VANE
TOP ELEV. = 230.2'
JiuluLAmmlism
1
1
1
1
1
INSTALL ROCK CROSS VANE
TOP ELEV. 232.1
NOTE:
CCTV EXISTING SANITARY AND STORM SEWER
PIPES BEFORE AND AFTER CONSTRUCTION.
CONTRACTOR RESPONSIBLE FOR REPLACING ALL
SEWER PIPE DAMAGED DURING CONSTRUCTION.
SMITH, WILLIAM F III
4120 CONVERSE DR.
PIN 171- 600 -9807
,�--_•• ■____ ,_ N • 12,2 �
104.41'
ss _
X
1 -
n
00
�
U
r
._
•
BE EX CAVAT
SLOPE
INSTALL OO
TOP ELEV. 230.5
SH.9
3
INSTAL (J—HOOK WEIR
TOP EL 230.1 ' /
1
W to
O
Y M
0 0 N
0 r II
000 1
-i- --�l >
1'7..JW
IQ—�O
In Z;2
JABBOUR, JAD G do MARCELLE G 1
4105 QUAIL HOLLOW DR. 4
PIN 171- 610 -0563
GRADE AND STABILIZE BANKS
WITH WILLOW STAKING SH.8
STA. 15 +30.00 8' RT.
INSTALL RO ('."#'K CROSS VANE
TOP ELEV. = 230.2'
JiuluLAmmlism
1
1
1
1
1
INSTALL ROCK CROSS VANE
TOP ELEV. 232.1
NOTE:
CCTV EXISTING SANITARY AND STORM SEWER
PIPES BEFORE AND AFTER CONSTRUCTION.
CONTRACTOR RESPONSIBLE FOR REPLACING ALL
SEWER PIPE DAMAGED DURING CONSTRUCTION.
SMITH, WILLIAM F III
4120 CONVERSE DR.
PIN 171- 600 -9807
,�--_•• ■____ ,_ N • 12,2 �
104.41'
ss _
X
1 -
n
00
�
U
NOTE: EXIST
1
•
BE EX CAVAT
D AT
FILL wini EXISTING
BoTfou MATERIAL
CREEK
O
THE
OCATIONS S
OWN ON THI'%1.)`PROFILE
OR
AS
O
�
�j
O
+
0
t
•
ENGINEER. ADDITIONAL
FSHALL
1 •
V
�
1 •
J
BE I
Q A
••10 M
2008
N
DENR - WATT Ty
VIIETL,AAIDS ANQ ST ��
t� O AT#R OMNCH
CITY OF RALEIGH
4205 QUAIL HOLLOW DR.
PIN 171- 610 -0891 •
•1 JIN!
N
0
L EXISTING ASIAN BAMBOO =�
D KUDZU WITHIN CONSTRUCTION =` r
�
EA, SHALL BE REMOVED AS PART a o
CLEARING AND GRUBBING I
., oli��r
doo
0
• N
�dwoo,
so 0
CARo
�N /
= •Fv'ss /O•.
0 SEAL
•
_
0
24 -
• _
4
•
ee
0000 00
�' N� 0000 \`Z
0,6••••
c . soy``,,,.
��
to FKUI'U tU CREEK
`n BOTTO PROFILE TYP
+
/
EXIS NG CREEK
BOTT M PROFILE ( .)
WEG)
STA. 17 +25 00 13' RT.
INSTALL RO K CROSS VANE
oo TOP ELEV. 232.1'
M
N
It
J
W
0
en
+
r
00 d- O 0 0 M to M
1� DO 1t O N cD 1�
N N N N N N N O 01 0 0 0 0 01 O r M-= 0
- N N N N N N N N N N M N M N M M � � M M M M M N
N N N N N N N 04 N N N N N
12 00 12 +50 13 +00 13 +50 14 +00 14+50 15+00 15 +50 16 +00 16 +50 17 +00 17 +50
234
232
230
n
00
�
U
NOTE: EXIST
NG CREEK B
TTOM SHALL
BE EX CAVAT
D AT
FILL wini EXISTING
BoTfou MATERIAL
CREEK
O
THE
OCATIONS S
OWN ON THI'%1.)`PROFILE
OR
AS
O
�
�j
O
+
0
DIRE
TED BY THE
ENGINEER. ADDITIONAL
FSHALL
qv�
V
�
O
J
BE I
PORTED FROM
EXC
A SOURCE
--GREEK BOTT
APPROVED B
THE
cl)
0
SHAL
L-Etc
BE DISPOSRD
OF BY THR
Lxt; A-VA I
CONTRALTO
N
.
00 d- O 0 0 M to M
1� DO 1t O N cD 1�
N N N N N N N O 01 0 0 0 0 01 O r M-= 0
- N N N N N N N N N N M N M N M M � � M M M M M N
N N N N N N N 04 N N N N N
12 00 12 +50 13 +00 13 +50 14 +00 14+50 15+00 15 +50 16 +00 16 +50 17 +00 17 +50
234
232
230
0o
.II Lo
C"
>
� r
0 N t)
m 00 N
O.. N Lo
a qt 00
J 0 V 0() �
Z N N
F— -0 ., c� tf)
W Lo
J 0 L0 r-."
0�._ vd=
t\ �c 0
3: o0 to U t li
H
t
I
s
n
00
�
U
w
�
N
O
Z
1�
O
O
�
�j
O
+
0
00
11111111113
qv�
V
�
O
J
O
m
cl)
0
C)
0
W
Q
+
CN
W
W
Z
0
LLW
O
i
Q
U
�
cr)
U
Z
m
V
U
Z
Q
C=_7
O
O
C
U
U
W
Q.
W
d
W
W
O
N
O
�
O
Co
w
Q
I*,%.
rM
`p V
Us Lo
w
Lo
C3
IW-
9
D to D'D U
0o
.II Lo
C"
>
� r
0 N t)
m 00 N
O.. N Lo
a qt 00
J 0 V 0() �
Z N N
F— -0 ., c� tf)
W Lo
J 0 L0 r-."
0�._ vd=
t\ �c 0
3: o0 to U t li
H
t
I
s
228 (� j
i
SHEET NO.
to
N
t
N
18+00
1 e
F-
U
w
O
Z
a
o
�j
O
+
0
00
11111111113
qv�
V
�
O
J
O
m
cl)
0
C)
0
W
Q
+
CN
L
T
Z
0
LLW
O
i
Q
U
�
cr)
U
Z
m
228 (� j
i
SHEET NO.
to
N
t
N
18+00
1 e

1
SMITH. WILLIAM F III
4120 CONVERSE DR.
PIN 171 -600 -9607 ►
1
►
SS -MH #8
Z
O
°oQ
°O Z
� Z
�O
U
W �
Z 0
J LL
3: L0
U F-
F- W
Q W
0)
� 2
W
W
cf)
QUAIL HOLLOW DR.
171 -610 -0992
236
2341 1
232
230
to to
tV cy
N N
18 +00
REID, JUDITH A
4124 CONVERSE DR.
PIN 171 -600 -9916
a0
W
Z
j
00
CNI
�
�
BE I
T_
♦
v_
M
0
THE
0
N
�
v
N 0)
cs
<�
U'L
n
�;W
230
0
��
+
�V II
N N
(n
La
MD
M
N
20 +50
� J
21 +38.50
=
� J
~
H
Q
� Z
cl)
GANTT, CHRISTOPHER P & WENDY
4200 CONVERSE DR.
PIN 171- 601 -9035
CITY OF RALEIGH c/o GINGER FREEMAN
4213 QUAIL HOLLOW DR.
PIN 171- 611 -0092
n
T_
M 1
NI;INttK. A
UIIIUNAL FILL
r--% N
BE I
+M
A SOURCE
APPROVED B
THE
ENGI
EER. EXCESS
co
N 0)
cs
<�
U'L
p- OF -BY T H
�;W
230
0
0
+
I
I SI
I
APPROXIMATE LOC ON
0 69x99'x6' GABI N WALL.
(IbY OTHERS)
I
L„ Q
o -
-o
D
Ln
I �
I n
-0
SS —MH #9 --7
� ENGINEER (TYPICAL)
I
1
� WELLS FARGO BANK
� 4301 QUAIL HOLLOW DR.
PIN 171- 611 -0193
i
i
1
rt"
ON, FREDERICK
4204 CONVERSE
PIN 171- 601 -91
1
/
/
INSTALL ROCK CROSS VANE ►
TOP ELEV. 233.4' 1
SH.8
M7
/
1
/
►
1
1
/
w
z
U-
0
:ri
o�
•V � II
N 0
Px�
0
NJW
X90.
zr.
zm
BOTTOM P OFILE (NP.) ROPOSED
(THALWEG)r
CRE FlLL ITH EXISTING CREEK
OTfOM PROFl (NP) BOTTIrm MATERIAL
A--1 9 P.% - - - - -.0-r-
NO I L"' iS I N(; (;H BOTTUM SHA-L-L UL LX(;AVAI Al
FILL W TH EXISTING CR EK O THE 7-1 OCATIONS SFJOWN ON THI.',',.;PROFILE OR AS
BO1T0 MATERIAL ���� �� �., �..� .._.- • - -- - - - - - - -- - - - - -- - -- - - -
rn to 00 00 C"
N N N N N N N
18 +50 19 +00 19 +50 20 +00
E, THOMAS M do BON J
4208 CONVERSE DR.
PIN 171- 601 -9214
i
1
i
WOOTEN, CECIL EDGAR do NANCY L
4212 CONVERSE DR.
SS — M H # 10 � PIN 171- 601 -9313
RIM = 242.60 / �
15" INV= 235.10'
8" INV(EAST)= 236.76'
i
W56V
Y 15" CLAY
SS
tv �
� a COVER EXISTING RIP RAP
z _WW TOPSOIL, TREAT-WITH
_ _ _ J0KT- - PLAbMNO
-TOP OF PIPE ~--
3
ZELEV: 236.90'
� ,'�`_ _ --
BIG BRANCH - _ ------
.� - -
ARIAL CRO �D9 J�REY M -_-
-_,,- _LAN -e
TO REMAIN _ -- _ -- _ -- ----- SV�aP�Ti DR.
_ PIN 171- 611 -0452
STA.
4" PLASTIC PIPE _ - --
'ttd�2�7.41
:8 CLA Y
i3 ss
EA SEMEN T
�— SS—MH #11 _ --
RIM= 243.63' `
/
8 "OUT= 237.17' `
8 "IN= 237.23'(EAST)
8 "IN= 237.47'(NORTH)
i
ANDERSON9 RICHARD A & PAULA F
4309 QUAIL HOLLOW DR. `
/
PIN 171- 611 -1332 `
NOTE:
CCTV EXISTING SANITARY AND STORM SEWER
PIPES BEFORE AND AFTER CONSTRUCTION.
CONTRACTOR RESPONSIBLE FOR REPLACING ALL
SEWER PIPE DAMAGED DURING CONSTRUCTION.
X
tt r�
{ S
F^
r ,'08
STORMWA rER mm
CARD/
•
•OF�SS'0• ••� /�'�
Q,
•
SEAL
4
N
20 0 20 40 60
/
/
GRAPHIC SCALE IN FEET
ER B & JOYCE T
. HOLLOW DR.
- 611 -0293
i
236
234
232
vent
itu tsY IF1t
NI;INttK. A
UIIIUNAL FILL
SHALL
BE I
PORTED FRO
A SOURCE
APPROVED B
THE
ENGI
EER. EXCESS
CREEK BO Tf
M EXCAVATICN
bHA
U'L
p- OF -BY T H
FiACTO
230
0
0
+
N N
N
M
N
M
N
M
N
20 +50
21 +00
21 +38.50
li' °
t
O
p
n
Cl
08
O
cm
v
a
cn
3
s
n
Cl
N
0
O
O =II
N
us ul w
ul FW- Q cli O
O � D D V
00
>
� r
O N Q�
m 00 tV
v
V 1- 00
p 00 �
Z N tV
T w co
w ° -°' Sri
LY_ .�.,
a.. 0 N O to
Ot� OQ
00 (f) V t*,,*. LL
H
SHEEP N0.
0- L ah9
H
U
W
O
z
°-
0
0
+
CN
V
�
O
=
J
~
Q
a
cl)
Fm�
o
Wb
C9
o
W
Q
+
H
z
0
cf)
-
0
U
�
V
Z
cr)
m
C�
m
SHEEP N0.
0- L ah9

NOTE:
CONTRACTOR SHALL PROTECT ALL EXISTING TREES ON CITY LOTS
DESIGNATED FOR ACCESS AND CONSTRUCTION STAGING. STONE
QUANTITY IS MAXIMUM ALLOWED UNLESS OTHERWISE APPROVED.
CONTRACTOR SHALL RESTORE DISTURBED AREAS BY REMOVAL OF
STONE /FABRIC AND PLACE SEED /MULCH, PER NCDOT
SPECIFICATIONS.
^r% & I e%mrMI I ^"rI Aft 1k I w ^0% !m ^ A A^ ■ IL ■T' A IL w 0% =ON A 0114k IL ■ w A w O•• A
vv�v� I nvv I 1v11 r%vv=QQ rv111 I
CITY OF RALEIGH PROPERTY
280 8Y CRUSHED UM OVER TYPE 2 OEOTEXTILE
FABRIC
�Z
100 200 300
SCALE IN FEET
N
CAR
O %
\ \� \ •�• S S I •••
`
O to OA • /�
`�' • 111. .9 • -�
SEAL
iiO• • • `
• • \�
1 C . SO\`�,.
II111110 ``
CONTRACTOR SHALL PROTECT ALL EXISTING TREES ON CITY LOTS
DESIGNATED FOR ACCESS AND CONSTRUCTION STAGING. STONE
QUANTITY IS MAXIMUM ALLOWED UNLESS OTHERWISE APPROVED.
CONTRACTOR SHALL RESTORE DISTURBED AREAS BY REMOVAL OF
STONE /FABRIC AND PLACE SEED /MULCH, PER NCDOT
SPECIFICATIONS.
C)
N
0
0
H
Q
0
(J)
1-
Z
W
O
Z=
o�
_W
J
o
F_-
V
w
ci
Q
W
to
W
0
II- Lo
Q o
ZI° IT-
•
•
4
00
U
�
w
�
o
W bi
Q- CL
..
o
r�
II
Z
O
O O
to
V�
N
O °
3:1
U
o
W Lr)
W
�
cf)
=3
W
E—
_J
Q
Cfj
O
w
Q
U
W HOC
Y
a.
o
CO)
o I
U
•
•
00
U
�
w
�
I
O
z
CL
Z
�
O
cf)
Q
�
cf)
U
Q
N
W
O
N
01)
�
J
m
00
�
N
Z
Z
cl)
U
CL
C)
00
W
�
O
0
0
Z
CO
LO
0
N
N
-0
U
u
L.L
Ld
Cy
Q
C
qt
m
Q_
1�
p
N
O
-J
O�
�--
0
O
��.
x
:3
A-z
c
Q
oo
Cn
U
t--�,
LL
•
•
SHEEP N0.
�l
U
w
O
z
CL
Z
�
O
cf)
Q
�
cf)
U
Q
N
W
�
J
Q
0
�
O
Z
Z
cl)
U
C)
J
W
�
cl)
0
cf)
mr
U
Z
m
m
SHEEP N0.
�l

E�
MAINTAIN ExtSTING
DRAINAGE ,.- I
Now-
_-. - -
_
Emma CHANNEL BANK
COMPACTED FILL
: VARIES
TYPE 4 - C..- ::� INSTALL NCOOT MASS A
'M'
WITH STA:. -: : _ ' R'ttPRAP TC -STONE
THICK (MIN)
BASE FLOW
WAILK LEVEL
36 -
wwor Trae z
GEOIEXiRE FABRIC
EMBED 1' NM.
D AND TA ILIZE
BANKS WITH WILLOW STAKING fSH-8
N.T.S. �
Low
2!
WMAII WRAPPED
(SEE BL0W UP IN
TAn 1
OR FILL um WRAPPED
EARTH IS tNSTALI.A7101N =
COMPACTED FU
Ott DIAMETER IS 70
BE A MINIMUM OF 1 B"
CUT POINT AT TRUNK END
OF TREE AND INSTALL BY --
PUSHING INTO EMBANKMENT
NcooT a.ass s%*,�
STONE Is' hnac
OVER NCDOT TYPE 1
GE07DC7A.f FABRIC
BASE mow
^�
WATER LEVEL
F�7ER BOULDER
1-4007Qt LOG 70' MIN.
SECTION VIEW or TYPE I ceoranLE FABRIC
R007WAD, BOULDERS WILLOW
BRANCH PACKING �
MT.S.
��,s .` • , .,
�•s s�� s ,��i � �`
. Ilk
it a}=i �
� s
s i
r
�r r
EX)STING TOP
OF BMOC
INSTALL (SPLIT ON DIAGONAL) 2" X 4`X30'
DEAD STOUT STAKES PER WECII-IGATIONS
COIR FA-BRIC —TOP OF SLOPE TIE IN
N. T. S.
DaSTNG
CREEX BANK
BAgCFILl. TRENCH
(TYPICAL) ,r r
DUSTING
CREEK �TTOM N
V"*
INSTALL (SPLIT ON DIAGONAL) Y X 4'X30` WOVEN CQIR
DEAD STOUT STAKES PE�2 SPEgFlCAitONS Flu" MAT
C;OIR FA BRIC — i OE OF SLOPE TlE IN
a
a�
W urn curnNC (DORMANT)
MAINTAIN DUSTING
DRAINAGE
t +
N.T.S.
INSTALL WOVEN COIR FIBER MAT
OVER SEED PER MM SCHEDULE
ESTABLISHED PLANT SHOWN
FOR INFORMATION ONLY
rINSTALL SPLIT 2' X 4'X30"
/
DEAD STOUT STAKES PER SP£C{FlCATtONS
PLANTING M TOP
mUl=
IF USING WOVEN CSR
FABRIC, INSTALL LONG
STRAW MULCH
BENEATH MAT.
LIVE STAKED IL
N.T.S.
s
TYPE 4 COIR • . i �
WITH LIVE 1 .��.
r
INSTALL NtDOT CLASS A
RIPRAP
TOE-STONE
3'
THICK (MIN)
VARIES
`NCDOT TYPE 2
GE) 7EX7RE FABRIC
EMBED 7' MM.
SLOPE BANKS, INSTALL GOIR FABRIC,
WI STAKINQ HRUB P
N.T.S.
BASE FLOW
-� LEVEL
BANKFULL WIDTH
(VARIES)�
NKFULL HEIGHT °
VARIES) ao a
111111111111111��Jjjlll 111111qp1lill
U)
0
C>
C.>
� o
RD c� CROSS vanrE 3 0
cn
CROSS SECTION VIEW N.r s. �
W
Q
� Q
O O
1/3 BANKFULL
for
WIDTH
FEE' Y 9 200$
7HAUNEC iI1H)7H o 0
�
VARIES) VARIES
DEPENDING ANQ�;A&
ON iHALWEG
LOCATION! �
ELEVA710N NO STATION { a �
LOCATION POINT AS SHOWN STAR71NG
ON PROFN.IM . LOCATIONS MAY POINT �
BE ADJUSTED BY ENGRIEER N
AT TIME OF kISTALLAiION
Lo W
to W
Q U W OC Y
DOWNSTREAM DISTANCE � O to O D U
VARIES. PLAN vow
FLoMr FOR STARING AND
� arc LocAnaNS.
PANE ROgC ENDING
POINT 00
Fi007ER
ROCK A O cq
m co N co
C14 to
ROK CCRASS VANE sH.a a ° � ¢
co
PLAN VIEW— YPICAL � N.rs. � �- ° r Z � � tri
oN°
O n 3 t O Q
3:aotnv�LL
24' -3Q' HEADER BOULDERS E-+
24' -3Q" F007ER BOULDERS
BANlo-1)I.L ELEVATION �� O
1
FLpylf e
tHANNEt. MVERT � - �►t�_ IHVFa'r
FOUNDATM ck, ►n� Ro tiCroor
Ncarr TYPE 2 a� xn�
EABC AS IECES&PiRY CLASS A/CLASS s MIX
{NOT SHOMIM FOR CUIR(tY)
ROCK CROSS VANE
SECT/ON A-Ap N.T s.
BAG PLACED
ON STAW
HIGH STRENGTH DOUBLE
S111CHED 'oX TYPE SEAM
• • • • . • a • _ • • •
41 lb
• • • a . •
db
_ . .
_ .
._.____.
ow
ol
lo
• • • - • ` . • • • a • • - • • • • • - . • - - . - • • • • . 1 • • 1 • - •
TOP VIEW
SEWN IN SPOUT
HIGH snRENctH
srnAPPwc FOR
HOLDING HOSE
IN PLACE
1lIfA7FR FLOW
FROM PUMP
PIRrIP
DISCHARGE
titlSE
OPENMG AtX70MODATES
U' TO 4' DISCHARGE
HOSE
op
ST'AW �, •
f .° � ,
PLAN VIEW i � 1 � 0
r
IMENT FILTER (DIRT l
N.T.S
u- lq -200
SHEET NO.
8
H
U
W
O
z
a
cn
z
0
o
a
Q
o
U
�
Z
F
J
O
O
Q
Z
O
F�
(7
cj)
W
�
-A
O
cf)
�
Z
cl)
U
m
m
u- lq -200
SHEET NO.
8

PLAN VIEW
1 � — Diversion Pump
BKANCH PACKING SHALL CONSIST OF APPROVED TOP of Bank Dewatering Device
SPECIE'S USTED IN TECHNICAL SPEgFlCAliONS `/ V
AID SHALL BE INSTALLED BETWEDd LIFTS AS SHOWN V � v
AT A LONGITUDINAL SPAAiG OF 25 INCHES ON CENTER.
Discharge Hoses
CUTTINGS SHALL BE AT LEAST 48" LONG AND HAVE Toe of Bank
Intake
A DIAMETER BETWEEN 1/4' AND 1 1Y. LEAVES P
AND SIDE BRANCHES SHALL REMAIN INTACT. COMPACTED FILL Dewatering Pump Hose
vwv� IN ti LIFTS Flo w
'� P (as needed) �
ga,
won .1
Work 55 ! Stream cow f � A A
f
MAT TYPE 4 Area Width Max. ' Row- f Flow `� f � � � ) �.--s— 080
A Y3
Work Area
TYPICALLY. MATTING MAY L� /i' p
BE PLACED AROUND BASE
OF oasnNC TREF. typ. Sandbag /Stone Barrier � E:
C3 NO FILL SHALL BE �� p Sandbag/ tone .
PLACED AROUND TREE O - • - , - ' • - , • ' - - , - - - . - - •_ ' • I '
12� STALL WRAPPED EARTH YN7H WOVEN
Barrier
'i' o00
MAINTAIN EXISTING � � � COIR FABRIC TYPE 4. BRANCH PAgUNG AND
�a"�� � SEED BANK FACE (TYP) Dewa#�ering Device Dewate ing Pump Work Area � Sump —hole t N N
N has needed) Discharge Pump Length Not To Exceed Or Pool
Into Velocity That Which Can Be 12"' Min Depth 01 C1
..... �.a � ==:� �. �:..�:: ��_ �::�:_ ::: °' =: Dissipater Completed In Ore Day 2' Min Diameter °
LIMITS OF EXCAVATION
OR FILL BEFORE WRAPPED _ - - "'' � z
EARTH �srauu.n►noN - . - . - PLAN o
-7. � 4 TRANSVERSE NOTE: �
- - I SECTION VIEW W
Base Flow (Assuming NCDOT Design '� � a Co. ° • o
1 _ Q U W� Y
Guidelines) 1200 Gal /Min (Approx.? o m o o v
m Bank
Sandbag /Stone strp-2
BENCHED AND COMPACTED INSTgLL OCDOT CLASS A Barrier Normal Base �,, � Sheeting j
Fiu, ssx ASTM uses RIPRAP TOE-STONE NCDOT TYPE 2 � Flow L vet + 1
X THICK (MIN) 36- cEoTExnLE FABRIC Sheeting Foot Min.
Base flow + 1 Foot 00
Normal Base
Work'.Area (2 Foot Minimum) to 1.
WRA EARTH SLO SH.9 Flow Level > M
m �
N.T.S. 1 t -r--- Work Area �
0
M ONO N
Cross Section Of Sandbag /Stone Diversion, C4 1: ,n
J o 00
J � p Z to i
Stream Invert cv N
t to
o
t(i
i
DIVERSION DETAIL DEWA IIVG DETAIL o N o
N.T.S N.T.S -J
O ++ t
0 r
SPACING VARIES 3:: oo to v �. LL
'1r TRENCH AROUND TYPICAL COLLAR,
1. grNT DOLLAR AROUND CH SHRUB WHEN N�iIGA?ION SYSTEM IS PRESENT. ENURE PLANTING BED � p . �., MMfliAIM 2' HT.
p 'WFIQt T 'CON EDGING 4' � �,, a TYPICAL
2 INSTALL TOP OF PLAN BALL Y ABOVE FINISH GRADE. `� �� MULCH
3. TAMP PLANTING MIX R LY AS PIT IS FlLLm AROUND EACH PLANT BALL FINISH GRADE
4. SOAK EACH PLANT BA AND PIT IMMEDIATELY AFTER INSTALLATION. BAgCFlLL PLANTING SOIL
4 - ;:;:.:.. d11X7URE AS SPEgFlED
5. WHEN CONTAINER GRO PLANT MATERU4� IS USED IN LIEU OF BALLID _ _
AND BURLAP MATERIAL. REMOVE THE CONTAINER COMPLETELY. PLANTING PIT - � � � I I — :::: -`� � — — .................. ...........
:
s. WHEN CONTAINERS ARE REMOVED FROM PLANTS. CORRECT / LOOSEN
Ll� , � ,�,�� � � � ���i
MATTED OR ENCIRCLING RC OTS. 6' MIN.
24' -30° !
FIRMLY TAMP SOIL MIX UNDER EACH
PLANT BALL TO MINIMIZE SETTLEMENT PROVIDE MINIMAL PRUNING. ONLY HEADER U
TO CORRECT DAMAGED BRANCHES. BOULDERS �• w
PROVIDE MINIMAL PRUNMG, ONLY
DO NOT CUT LEADERS. EXISTING STREAM BOTTOM
TO CgtRECT DAMAGED BRANCHES. GAP STONE o
DO NOT CUT LEADERS.
NCDOT CLASS B _
srnaP LOOP NTH nor
NATURAL ABOVE FINISH GRADE IN THE J TURN 24' t0 30'
3�4�Tjpypr�S1M1HE71C
SHOULD � GAPPED 1/4 DIAM. FOOTER � Z �
FABRIC STRM. GREEN. NATURAL ROOT COLLAR � CUT AND REMOVE UPPER 1/3
3' — 5' ABOVE FINISH GRADE OF BURLAP. NO SYNTHETIC MATERIAL TO 1/2 WIDTH OF THE BOULDERS
VARIES
FUIORE�IT FLAGGING CUT AND REMOVE UPPER 1/2 OF NEXT ROCK ROCKS M THE VANE ARIA BASE FLOW — — _ '�_ �
CUT AND REMOVE UPPER 1 /3 � WIRE BASKET (FROM ROOT BALL j
1'X2°X18' WOOD STAKE OF Bl1RLAP. NO SYNTHETIC IiAAlERIAL �• SHOULD NOT 8E GAPPED 'Wi�iE1i ...
CUT AND REMOVE TIPPER 1/2 OF � �I• OR HAVE SPACES
3 8'� HOLE � !'::.T.:,::- �: -.�..
W/ cam / vnr� sir (� Boor eal. \ /\ i E- ::-::::::::_ ....::. ... ..:.....:. �..:.._.:...
�D p�. � PROVIDE 6 RADIUS UNMULCHED AREA
£X Np ABOVE R00T BALL lOCA710N OF 18#
T }
� PROVIDE 6' RADIUS UNMULCHm 4 � AREA I STATION CALLOUT ��:`.�+ �•.�. _: �: ,.�. _ _:= � 1 =� -�: y • J -1 � �' � Z,
,N� �q� LAYER OF SIiREDDm PINE WOOD MULCH IN PROFILE
. � ABOVE ftooT BALL MAY BE ADJUSTED 8Y ENGINEER FOUNDATION ROCK, NCDOT
4� LAYER OF SIiREDDm PINE WOOD MULCH TEMPORARY 4 o�n� �n�a s�wc� AT '11ME OF MSTILLLA710N
SW
�I� � F�� SECTION A-A �� A/CLASS B MIX � � �--
4' HIGH WATER BERM :: . �-. � .—.. � BACKFlLL PLANTING SOIL MIXTURE BOULDER SCOUR HOLE
� I
5 Min. AS L � ttxK OA T BENCHED N Z
�Gp y� C�My
7VWR HOLE
� w
eaacFILL PLANTING sow MIXTURE r sow Forms AFTER � CD 0
� �j AS SPECIFIED � I � I - - I � p�nNG PIT CONSTRUCTION =♦n I�
it
12' MinI� I y V
� PLANTING PIT " Min. LOCATION OF ELEVATI01� CIW_OUT
FIRMLY TAMP SOIL MIX UNDER EA
PLANT BALL TO MINIMIZE SETTLEMENT � I _ � � � FIRMLY TAMP SOIL MIX UNDER EA � �� ��
PLANT BALL TO MINIMIZE SETTLEMENT �• FOR SEVERAL J —HOOKS MI A THE OF THE NEXT
J—HOOK SHOULD BE PLACED 9W
PROVIDE MINIMAL PRUNING. ONLY NOTES OFF THE BASE OF THE -IREAM
TO CORRECT DAMAGED BRANCHES. STRUCTURE. MIMBER OF ;T LL ♦^
DO NOT CUT LEADERS. 1. MIN. 11r WIDTH NYLON STRAPPING MAY BE SUBSTITUTED FOR SISAL ROPE J —HOOKS IN SERIES AAAY BE O V,
AP LOOP MATH KNOT AND RUBBER HOSE. F'ROMI 1 — 5 �,� _
S1R A gZpUNp Cn EXISTING
TREE WRAPPING (IF �'EgFlm) 2 REMOVE ALL TREATED OR PLASTIC COATED BURW', MARE. STRAPPING OR � - - � V
NYLON T1MNE FROM PLANT BALL
NATURAL ROOT COLLAR _ '� •O . � . -:
5' ABOVE FINISH GRADE 3 INSTALL TOP OF PLANT BALL RAIN. 2" MAX / 3' ABOVE FINISH GRADE.
-- CUT AND REMOVE UPPER 1/3 4 90/u( PLANT BALL AND PIT IMMEDIATELY AFTER INSTALLA710N. 2/3 W
OF BURLAP. NO SYNTHETIC MATERIAL M
/1RBORTAPE OR CUT AND REMOVE UPPER 1/2 OF B
3/4" 1MOVEN SYNTHETIC WIRE BASKET (FROM ROOT BALL 5. WRAP TREES FROM GROUND TO LOWEST BRANCHES WI1H BURLAP OR 1REE � FABRIC STRAP, (YtEEN. WRAP SECURE NEAR PAPER. TOP AND BOTTOM WITH HEMP STRING ONLY. BALL WIDTH R�
v AND PIT).
FLUORESCENT FLAGGING PROVIDE 6' RADIUS UNMIACHED AREA 6. LENGTH OF RUBBER HOSE TO BE 2/3 CIRCUMFERENCE OF TREE. M
1 X2i(18 WOOD STAKE f
ABOVE ROOT BALL 7. SEE SPECIFICATIONS FOR OTHER PLANTING REQUIRE1ilENTS. SECTION 8�8 i
W/ CENTERED 3/8'0 HOLE 4' LAYER OF SHREDDED PINE WOOD MULCH
8. DO NOT INSTALL DURING PERIODS OF WET OR FROZEN SOIL CONDITIONS.
TEMPORARY 4! DEPTH mania sa►ucaz g, SET TREE VERTICAL IN ALL DIRECTIONS (PRIOR TO STAKING).
FINISH GRADE BACKFILL PLANTING SOIL MIXTURE ,,��������e1e�t��
10. IF TREE IS GUYED. EVENLY SPACE GUYS. INSTALL STRAPS TO ALLOW �,Q�� CARS �
5 Min. AS SPEgFlED ' PLANT MOVEMENT. STAKING, AS A SUBSTITUTE FOR GUYING. SHALL �� •�ESS/ y SHEET NO.
�TM I—I I -- 1 BE DONE ONLY AFTER TOWN APPROVAL
SCARIFY SOIL
(TYP-) 12" Min. . I � (. I I- PL.AN7ING PIT 11. TEMPORARY SAUCER SHALL BE OUTSIDE OF BAgCFlLL e � 122
FIRMLY TAMP S01� MIX UNDER EA ' J HOOK WEIR D ETAIL 9
.. G1NE..• •
PLANT BALL TO MINIMIZE SETTLEMENT
SH.9 y �► •••••••• Q'•Q'�•
N.T.S. 3 �•u;; 9+��```�
YPICIIAL TREE AND SHRUB PLANTING DETAILS sH.s
N.T.S. 2 11-- 14 `200'