20090475 Ver 1_Site Plan_20090424

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APR 2 4 2009
O g - ® q 7 5 w �Qs A o s o w�TERBR*r i
INDEX OF SHEETS
1 TITLE SHEET
VICINITY MAP
2 GENERAL NOTES
PROJECT SITE
River Chase Ridge
3 PROJECT OVERVIEW
4A CHANNEL PLAN & PROFILE (STA 0+ 00 — 3+ 76 ) HuntcliffTrail
413 CHANNEL CROSS SECTION (STA 0+ 00 - 2+ 00)
pr
`^ keothcfiff PI
Qce
4C CHANNEL CROSS SECTION (STA 2+ 00 - 3+ 76 )
5 EROSION AND SEDIMENT CONTROL PLAN jt.
6 EROSION /SEDIMENT CONTROL PLAN DETAILSPeace Haven Rd.
EROSION /SEDIMENT CONTROL PLAN DETAILSVICIC1ItyMaP
6A
7 CHANNEL SECTIONS
7A CHANNEL DETAILS
g PLANTING PLAN
g PLANTING DETAILS C Y 0 VAT/ S 0 S A V
S O � VWA D V SO \
y s.
7 HEATHERTON WAY VER CHASE RDGE STREAM STABLZATON
CONSTRUCT ON DOCUMENTS
PREL M NARY - NOT FOR CONSTRUCT ON
}
a
ATTENTION CONTRACTORS
Failure to call for inspection, install a Downstream Plug, have Permitted BEFORE YOU DIG
Plans on the Job site, or any other Violation of City of Winston-Salem
standards will result in a Fine and Possible Exclusion from future work in
the City of Winston-Salem. STOP
CALL 1 800 632-4949
LL CENTER
IT'S THE LAW
REVISIONS
TITLE PAGE REV DESCRIPTION DATE APPROVED
RODAK 1 ADJUSTED STREAM ALIGNMENT PER CITY COMMENTS 3/20/09
ENGINEERING, P.C. H EAT H E RTO N WAY/ RIVER CHASE RIDGE PROFESSIO �
511 KEISLER DRIVE, SUITE 101 ti� 3/2a/o9
ARY, NORTH CAROLINA 27518 STREAM STABILIZATION (//��,,r/ SAL 1 REMOVED GABIONS PER CITY COMMENTS
(919) 235-4560
WINSTON — SALEM , NORTH CAROLINA 024576
0/y 1 ADDED COFFERDAM AND STONE STRUCTURAL FILL FOR 3/20/09
DRAWN BY DWG N0. RE`/ ,p ENGINEER STREAM SEGMENTS AT STA 1+50 AND 3 + 00
10/2/08 STREAM SURVEY BY F� �o
AMR R./PROJECTS/RIVER CHASE/STREAM STABIIJZATION PLANS SLATE SURVEYING M. ADDED ADDITIONAL TREE REMOVAL PER CITY COMMENTS 4/02/09
1
SCALE N
SHEET

Bartholomea F. Monnelly emporary
PROP SED Impervious SSIVIH Rim Elev. — 500.82
tro E.0.S. Dike SSMH INVERT IN 490. 87'
Lot 28 /7sf,
Existing INVERT OUT 490.80
D . B . 1993, Pg � 3575 Stre m START
a STA
River Chase Ridge Line
Pin # 5897- 71 - 7721 0+00
RIFFLE 0) a) 0) 0)
START 0 0 0 0
Sl TE RIFFLE STA gnoli W 0 0 0 N
END P . . . 04 C"I 04 0
0+33.0 alne E . Gray Jr. 1-1. 1�1 1�1 1­1
STA C. tn n n
Huntcliff Trail 0+54.00 3 El 0 L 35
e Route Dead Tre 0,
MOVE AND RE- OQ01
Stream
CONSTRUCT EXT RIFF B . 2419 , Pg . 3564 0 z
START: 0 + 7 as Shown U) UL. U-1
isting 1-- M
END: 0 + 84 tream,�,. 10" op I Pin # 5897-71 -9657 z .--Jj :2
0 U.1
U_ 0 0
ne lars .0 (0) :2 0 0
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C'
0 . . . cy z 0 _J
< +
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ee
ZD
F_
0 Temporary Stock Pile L)
L) z Z) Z Ld
. . . LJJ
P z w :2
A 0 W M V) 0 _J
to) 0 Ln
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itch z + 0
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1.1 z LL1
0 UJ
Vera L. Bonner Tie-Into M
_Q Elm z V)
J Ext Run to
Z U.1
as Shown Ld
0-
Lot 29
2 V) _J
Yempo ry z F- <
0 z z
D . B . 2470, Pg . 1686 Existing er us UJ 0
0 PA — M W :a
U (�p Stream Dik A U) LA_ 0
Peace Haven Rd. 9" a U_ UJ 0
Pin # 5897- 71 - 6672 all Line P, 88.00 0 V) 0
TEMP 5' rry U.1 0 <
1--
Azo W
nts STREAM > 0
Vicinity Map STA C*q :D 0 UJ U.1
CROSSING 7) M 0 W 0
1+ .00 a LU 0 1-- 0
< af < V) <
Dead EARTH N Robert L. Vaughn
COFF R
DAM (SEE V Lot 34
A?,
. .. . . . . . DE AIL)
NOTES:
. . . . D . B , 1351 � Pg . 1252
P
GR VEL
0
04 B-DRAI
A� SEE Pin # 5895- 71 -8589 1 — This map is invalid unless it bears
DETAIL the original seal and signature of the
RIP-RAP registrant who prepared or supervised
TFALL RIFFLE cotv STA the preparation of this map.
START 1+50.0 TEMP
STA DISMANTLE 2— Survey precision 10000+ z
W
W
1+90.00 _J
roil (IFNECESSARY) < Z
w Ld
FILE cn
EN 3— Total Area N/A ————————————— 'z,
Barbara B Vining "--o 0 Irr STA 10 4" a %
2+0.00 ber 02, 2008
Exi ing 4" Oak 4- Date(s) of Survey — Octo -———— —
Lot 30 S earn
Temporar
ne Quad I 'Q1?
P 2268 mpervious
D . B . 2254) Di 1, J. Dean Slate certify that
Pin # 5897- 71 -6532 RIP-RAP under my direction and
OUTFAL IV/(q 0 supervision, this map was
of A drawn from an actual field
IV +0.00 survey made by
Slate Surveying Co.
STA
2+50.00 Professional Surveyor L-2818 CD >_
RIP-RAP----, 14" TEMP In
OUTFALL REMOVE < >_
1 7 Oak-,\ FENCE GRAPHIC SCALE �7 LLJ
91, M, �l
ap e Gm n
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�,�ech 20 0 15 20 40 80
empor TEMP 0
ry
Imperviiou CONSTRUCTION <
. . ... . Dike ENTRANCE ME= - I
Existing Re Foute < < Iry
Stream Stre( m
IN FEET U) >
Line as Shown ry
U o 00 :D
SSIVIH Rim Elev — 493.55 1 inch = 20 ft. C:) (f)
TEMP Copyright Slate Surveying Co. P.A. All rights reserved. Reproduction or 3:
DISMANTLE SSIVIH INVERT IN 482. 45 use of the contents of this document, or additions or deletions to this 11 1 n,-
.0
<
(IF NECESSARY) ST V)
INVERT OUT 482. 39 document, in whole or in part, without written consent of the land surveyor,
3 0.00 is prohibited. > > No -
Sycamore urn n-*,,
(TBD- may be saved . . . Magn lia (S E) ___J Z
cotV Stanwood W. Nutter Only copies from the original of this document, with an original seal and ry
Jon M Olsen 11 signature of the surveyor, shall be considered to be valid, true copies. > --,,,M z N7
Q.) . . 0 < 0
Lot 33 2 1,
M U,
a portion of Lot 31 <
Dead Tree D . B . 2843, Pq � 3830 STREAM STABILIZATION 3: Cf) V)
DA3 , 2475, Pg . 1701
SURVEY LEGEND LEGEND U <
STA . . . . Pin # 5895- 71 -8464
Pin # 5897- 71 - 5483 3+5 .00 2o erry
Line Existing iron
9" <
Privett cal P I e R_ Property 0 Iron placed TREE TO BE REMOVED 0 1 1 1 1
R/W Right of Way 0
d
CenterLine R/R spike SILT FENCING
0 Z
conc ood EP Edge of Pavement A Monument
W* . . . . . . i_— 3
to"1gWQ//(e.kt Michelle Jennifer Kim X Point 1771 Planted stone U� a
NQil CONSTRUCTION PHASE NO.
e/e V.
49'? - 0
it) 42 TA Norma Jean Wilkes <
48slo 76.25 __,J
pl_� Lot 32 & portion of 31 th- _.eA
NOTE: Location of Utilities are approximate TEMPORARY IMPERVIOUS DIKE
D . B . 2151 ) Pg . 1470 except where crossing creek ) type 75; z
�5 <
of utility is approximate. 0 0 z
0,0,0-0.
0 NEWBURY RIFFLE
Pin # 5897- 71 -7433 ('00000
NOTE: This plot is subject to any Easements, Agreements, 0.000.0-
PP or Rights of Way of record prior to date of this plat, 000
which were not visible at the time of inspection. 000
STREAM BED LO
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PLA T OF :7
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curb z
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SSIVIH Rim Elev. 501 .97 ry < �O
HEATHERTON WAY Fy COLO
INVERT IN 481 . 41 ErJS7'1yVC COYV LJ
SSMH 50' Public R/W 017'IOYVS SLATT SURVEYMC CO. P.A.
PE17-L ffEA _T A
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_Toy Tf P.O. Box 1082 __J r'r'
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WITS OF DIM WCE � $ < � � � Q
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60 30 15 0 30 60 Proposed Tree
Prop Live Staking Plantings P �b�0
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( IN FEET ) /® Stream Bed
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1 inch = 30 ft, zy o z
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CROSS SECTION STATION 0 + 00 TO STATION 2 + 00
SCALE : HOR . 199 - 2 '
VER : 199 - 19 0
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PRO D OSED PROPOSED
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top elev. of 0 0 z Z
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'' ° inv. in = 485.1 M W M U
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LL�t�.Jl Q
.S. MIS OF DIMURBANCE � o Q � e0( � Q
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o
° Proposed Tree
Tree To Be Removed
GRAPHIC SCALE
60 30 15 0 30 60
Prop Live Staking Plantings
( /
IN FEET ) Temporary Impervious Dike, 2' High
O b�0
1 inch = 30 ft. Constructed of Sand Cement Bags P o w
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CROSS SECTION STATION 2 + 00 TO STATION 3 + 76 . 25 Q
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L

Install Construction &
Fence Around Sanitary
Sewer Manhole
0 0 0 0
T FOY? COYVS-TR UCTIOAT ` 0N N N No
0
See Construction Sequence for M M
installation of impervious
dikes along project
o w
W
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TEMP CONSTRUCTION z U- 0 0
0
Temporary Stock Pile ENTRANCE Z o Q +
Temp. Remove Fenve, Re-Install TEMP o
at Completion of Construction Install Construction REMOVE z = o w
Fence Around FENCE bi 0 Z w
Transformer S o w v~i
0-
WITS OF DISTURBANCE 0
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t- Z + O
SILT FENCING v p z o
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p ¢ J w z
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STA SUB-DR �G h° X m 0
EARTHEN o op r V) ¢ w
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STASTART "� gI ART RIFFLE DAM (SEE °o o1 a ? UJ
oU ¢
° STA END DETAI F <{ to > o o
0+00 " 4 Gum o w w
tele hone transformer
0+54.00 STA p secur y d D o w o o
. . +40. 0 riser light STA Sycomor 0 RAVEL A / < X ¢ V ¢
2+0.00 76.25
OPO Eb ' 1.0". P lar. -
Tempo 0. 7„ m �� RE CUT (SEE
di .G link fenc Q
I ke ious ° a '.' Bla•ck 24 0 TA chain 9 Maple Y
a o
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STA Privett
. . . . .g,,. :apl•e..'.`��M.P.' . . o . . . . . 175•. .a 3+50.00
• • •
° Dead Tree
PUMPA OUN RO! �p © Re Route os wingwall
Dea Tre �- o' o,�' Stream 9 top elev. P ��
- 492.42 =
❑ SILT FENCI as Sh
trans o m inv. in = 485.1 Ov Op
P p l r 0 °Q' 0�4 O0 P o J o w
SILT ENCIN �,� o� `' ( W w
RIP-RAP �,�, o IP-RAP _ °' TEMP s'J v, N� z
START: 0 + 70 OU TFALL m a o OU TFALL 0 OU TFALL DISMANTLE FENCE y�
ca w
END: 0 + 84 o v (IF NECESSARY)
Riffle 0af w a�
(See Detail Sheet) WITS OF DISTURBANCE o AT SCALE
c� o
o Newbury 40 20 10 0 20 60
o Riffle o
IIIIIIIIIIIIII
(See Detail Sheet) _'o
0
0
NOTES: y ( IN FEET )
W
USE CLASS B STONE FOR STRUCTURAL STONE AND PAY FOR AT THE CONTRACT UNIT PROVE PER TON STONE FOR CONSTRUCTION SEQUENCE: 1 inch = 20 ft.
EROSION CONTROL, CLASS B. 1. CONTRACTOR SHALL ENSURE THAT ALL PUBLIC AND PRIVATE UTILITIES ARE LOCATED PRIOR TO COMMENCEMENT OF 0 <
USE NO. 5 OR NO. 57 STONE FOR SEDIMENT CONTROL PAY FOR AT THE CONTRACT UNIT PRICE PER TON SEDIMENT CONSTRUCTION. -
CONTROL STONE. 2. ENGINEER SHALL SCHEDULE AND CONTRACTOR SHALL ATTEND A PRE-CONSTRUCTION MEETING WITH ENGINEER AND CITY
DIKE MAY EXTEND ALONG MORE THAN ONE SIDE OF THE TRAP AREA. PROVIDE A TOTAL SEDIMENT STORAGE VOLUME OF REPRESENTATIVE AT THE SITE.
3. CONTRACTOR SHALL COORDINATE WITH PRIVATE UTILITY PROVIDERS RELOCATION OF AFFECTED UTILITIES, IF NECESSARY, PRIOR TO -�
3600 +/- CUBIC FEET PER ACRE OF DISTURBED AREA. SOME OF THE REQUIRED VOLUME MAY BE PROVIDED BY OTHER CONSTRUCTION. CL L-I 0
UP OR DOWNSTREAM CONTROLS. 4. CONTRACTOR AND ENGINEER SHALL ENSURE THAT ALL PROJECT-RELATED SUBMITTALS AND SHOP DRAWINGS ARE APPROVED BY
AN UNDERLAY OF STRUCTURAL STONE WITH FILTER FABRIC MAY BE REQUIRED BY THE ENGINEER PAY FOR AT THE THE CITY PRIOR TO THE PRE-CONSTRUCTION MEETING.
CONTRACT BID UNIT PRICE OER SQUARE YARD. 5. ENGINEER SHALL SUBMIT HAND NOTICES TO AFFECTED PROPERTY OWNERS OF CITY APPROVAL PRIOR TO CONSTRUCTION. _J Q
6. CONTRACTOR SHALL NOTIFY N.C. LAND QUALITY SECTION, REGIONAL OFFICE IN WINSTON-SALEM, (336) 771-5000 , PRIOR TO Q = U
BEGINNING CONSTRUCTION.
PROJECT DATA 7. CONTRACTOR SHALL CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE AT DESIGNATED LOCATION. [y U Q
8. CONTRACTOR SHALL INSTALL CONSTRUCTION FENCING AND TREE PROTECTION FENCING IN DESIGNATED AREAS.
AREA O F DISTURBANCE: O . 7 AC . 9. CONTRACTOR SHALL INSTALL ANY EROSION CONTROL MEASURES INCLUDING AT STAGING AREA(S). Ln
10. CONTRACTOR SHALL BEGIN CLEARING SITE (NO GRUBBING). SELECT TREES TO BE CUT 6 BELOW GROUND LEVEL. L
c 11 . CONTRACTOR SHALL TEMPORARILY REMOVE ALL FENCES POSTS AND GATES IN PROJECT AREA.
OTAL STREAM REACH : 376 L 12. CONTRACTOR SHALL INSTALL TEMPORARY IMPERVIOUS DIKE AT STATION 2+ 83.00 AS SHOWN, AT CHANNEL BOTTOM, WITH LEVEL 0 L N N
SLOPES. PUMP-AROUND MEASURES SHALL ALSO BE INSTALLED WITH THE DIKE INSTALLATION. ADDITIONAL IMPERVIOUS DIKES U _ O
APPROXIMATE CUT VOLUME.- 230 CY AND PUMP-AROUND MEASURES SHALL BE INSTALLED AS CONSTRUCTION PROGRESSES AT STATIONS DESCRIBED IN THIS -
PPROXI MATE FILL VOLUME.- 200 CY COANSNSTRUCT
UP IO0 SEQUENCE
CURRENT END OF DIDTOF EACH DAY, EROSION CONTROL DEVICES MUST BE IN PLACE, AS DEPICTED ON THE C� -
PL , THEz
13. CONTRACTOR SHALL BEGIN EXCAVATION OF CHANNEL AT STATION 2 + 83 (DESIG. AS "1" ON DWG.). j
NEW STREAM STRUCTURES : TWO NEWBURY RIFF LES 14. CONTRACTOR SHALL PLACE AND ANCHOR PROTECTIVE PLASTIC LINER ON THE COMPLETED CHANNEL WITH A 2-FT OVERLAP. W }- <
� Z
15. CONTRACTOR SHALL STOCK PILE CUT MATERIAL FROM CHANNEL SECTION STA 2 + 83 TO END FOR FILL IN AREA AT Q (-
STA. 1 +40.5 AS SHOWN. W
16. CONTRACTOR SHALL INSTALL EARTHEN COFFERDAM AND NO. 57 STONE TRENCH AT STA. 1 + 40.5 AS SHOWN, AND USE CUT _J
MATERIAL FROM CHANNEL SECTION STA. 2 + 83 TO END TO FILL IN STREAM SECTION AS SHOWN. _
17. CONTRACTOR SHALL FILL IN AREA AT STREAM SECTION 1 + 40.5 TO ALLOW HEAVY EQUIPMENT TRAVEL ACROSS TOP OF BANK; ( ry w N
18. CONTRACTOR SHALL CONTINUE TO EXCAVATE THE CHANNEL FROM STATIONS 0 + 0 TO 1+ 0.00 ("2"), 1 + 0.00 TO 2 + 00 { 3 ), L � > w
AND 2 + 0.00 TO 2 + 83 ("4"). (J) Q Q I D
ry
19. CONTRACTOR SHALL CONSTRUCT IMPERVIOUS DIKES AT STATIONS 1 + 0.00 AND 2 + 0.00 AND INSTALL PUMP-AROUND MEASURES III U)
LEGENDPRIOR TO BEGINNING CONSTRUCTION IN EACH CHANNEL SECTION. � � N
20. CONTRACTOR SHALL INSTALL NEWBURY RIFFLES AT STATIONS 0 + 33, 0+ 70 AND 1 + 85
Property Line 21. CONTRACTOR SHALL PLANT TREES, LIVE STAKINGS, AND TURF ZONE GRASSES AS SHOWN ON SPECS W I- O o z a
FL p y 22. IMMEDIATELY UPON CHANNEL COMPLETION, ALL DISTURBED AREAS SHALL BE LEVELED OUT, SEEDED, AND MULCHED AS OUTLINED Q
ON SPECS SHEET. DISTURBED AREAS ARE NOT TO LAY EXPOSED LONGER THAN 15 DAYS. - Z ( W o
R/W Right of Way CONSTRUCTION PHASE No. 23. CONTRACTOR SHALL MAINTAIN ALL TEMPORARY MEASURES UNTIL PERMANENT AND UNIFORM VEGETATION IS ESTABLISHED. U
Q Proposed Tree O cC
24. CONTRACTOR SHALL REMOVE REMAINDER OF STONE ACCESS ROAD, TEMPORARY ESC MEASURES, CONSTRUCTION FENCING, TREE -0Centerline PROTECTION, AND SILT FENCING, AND SHALL RESTORE TO PRE-CONSTRUCTION CONDITIONS ANY AREAS OUTSIDE THE PROJECT
LIMITS THAT MAY INADVERTANTLY BE DAMAGED DUE TO THE FAILURE OF THE EROSION MEASURES.
EP Edge of Pavement 25. CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO PRE-CONSTRUCTION CONDITIONS AND PLACE TOPSOIL, SODDING,
Tree To Be Removed °o°o°o LANDSCAPING, MULCHING AND PERMANENT SEEDING UNDER UPON DIRECTION AND APPROVAL BY THE CITY.
- x Point °°o$o° NEWBURY RIFFLE 26, CONTRACTOR SHALL PREPARE SITE FOR FINAL PUNCH LIST AND REQUEST FINAL INSPECTION BY CITY. n
0000 m
Q
QQ Existing iron 000 EROSION CONTROL NOTES: 3
Silt Fence � o
07 - 1/3 HP SUBMERSIBLE 1. ALL CONSTRUCTION ACTIVITIES SHALL BE PERFORMED IN COMPLIANCE WITH THE SEDIMENTATION POLLUTION CONTROL ACT OF 1973.
Q Iron placed PUMP AND 1 1/2" PIPE 2. ALL LAND DISTRIBUTING ACTIVITIES ARE TO BE PLANNED AND CONDUCTED SO AS TO LIMIT EXPOSURE OF BARE EARTH FOR THE
SHORTEST POSSIBLE TIME. �' °-°
Prop Live Staking Plantings Nail 3. ALL DISTURBED AREAS SHALL BE STABILIZED BY THE PLANTING AND ESTABLISHMENT OF PERMANENT AND UNIFORM GROUND w
COVER. �- N
4. TEMPORARY CONSTRUCTION STAGING AREAS SHALL HAVE ADEQUATE SEDIMENT AND EROSION CONTROL MEASURES INSTALLED TO v ¢
Temporary Impervious Dike, 2' High 0 Monument PREVENT OFF SITE SEDIMENTATION, AND SHALL BE SEEDED AS NECESSARY TO BRING THE SITE BACK TO ITS NATURAL STATE UPON °- �' z
Constructed of Sand Cement Bags COMPLETION OF THE THE PROJECT. wi o
5. SEDIMENT AND EROSION/TURBIDITY CONTROL MEASURES SHALL BE INSPECTED AFTER EACH HEAVY RAINFALL TO INSURE THEY ARE z Qf 0
Silt Fencing Stream Bed FUNCTIONAL AND IN GOOD WORKING CONDITION. SEDIMENT DEPOSITION ACCUMULATION TO BE PERIODICALLY REMOVED TO MAINTAIN o
UNIT EFFECTIVENESS. w d
6. OVER THE DURATION OF THE PROJECT, THE OWNER'S REPRESENTATIVE SHALL MAKE PERIODIC AND UNSCHEDULED INSPECTIONS TO Qz w
EVALUATE THE EFFECTIVENESS OF ALL EROSION CONTROL MEASURES. IF EROSION OCCURS, THE OWNER SHALL NOTIFY THE no cn O K)
CONTRACTOR TO TAKE ADEQUATE STEPS TO REMEDY THE SITUATION. Oz w z N
7. CULVERTS, DITCH-LINES, OR RIP-RAP DISTURBED BY THIS CONSTRUCTION WILL BE REPLACED OR REPAIRED BY THE CONTRACTOR TO Of Y
AN EQUAL OR BETTER CONDITION TO THAT PRIOR TO THE DISTURBANCE. nrl
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10 GAGE LINE
10 GAGE LINE SAND CEMENT BAGS
12 GAGE LINE I a"
WIRE STEEL POST
Existing
Ground
7 Z OZ. FILTER FABRIC Line $
3'
r'�'
ELEVATION SURFACE FLOW DIVERSION
ORIGINAL
FILTER FABRIC TO BE STREAMBANK
BURIED UNDER EXIST.
I ) GRADE
M
N Z
iv g EXIST. GRADE
in
0
0
NOTE: a
CONTRACTOR RESPONSIBLE FOR w
TEMPORARY DRAINAGE DURING GEOTEXTILE FABRIC
CONSTRUCTION. cn CLEAN STONE
(V
IMPERVIOUS DIKE DETAIL CONNECT LEVEL SWITCH
SECTION WIRING TO REMOTE ALARM PANEL
AND SOFT CONNECT PUMP TO
EXT. 120V, 1 PH POWER SUPPLY
SILT FENCE DETAIL (DROP PROVIDED FROM NEAREST
OE SERVICE)
P/UUMppHP /LEBVELRSWITCH PVC PIPECOR80NOSE
PIPE DIA. VgR�q CONTR L RUN TO DAYLIGHT DISCHARGE
eye
(a s IMPERVIOUS
DIKE WRAP INTAKE WITH GEOFABRIC FILTER
EXCAVATE 3 DEEP CHANNEL FOR SUMP IMPERVIOUS DIKE
JJJJJ
� JJJJJJJJI ��� RIPRAP
SURFACE FLOW
STREAM CHANNEL 4" GRAVEL BASE
DIVERSIONS O O O O O O O
(PUMPED FLOW
THROUGH PIPING)
TYPICAL CONC. �v FILTER FABRIC 6HEIGHTBANK
FLARED END
SECTION
ISOMETRIC VIEW
0 0
SUMP PUMP DETAIL
NOT TO SCALE
A A 1� c
o ,• o 0
SURGE STONE OVER
o GEOTEXTILE
M °o W FABRIC, 18" THICK
do = PIPE DIA
La = APRON LENGTH
W = APRON WIDTH
3 X PIPE 0 MIN
d = APRON DEPTH PLAN
La TEMPORARY STREAM CROSSING DETAIL
FLOW
_—III—III—�
�I I III—I�� �i—I I • I I—I 11= 11=1 I-
��,
d SECTION A—A
FILTER FABRIC
CULVERT PROTECTION
RIP - RAP AT FLARED END SECTION
NOT TO SCALE
NOTES: OUTLET PROTECTION
SEE APPROPRIATE SCHEDULE FOR DIMENSIONS
PR_E1IffIiVARY-
1 La is the length of the riprap apron. RD #1 RD #2 RD #3
2. d = 1.5 times the maximum stone diameter but do = 18" do = 12" do = 12" -vo
not less than 6" La = 6' La = 6' La = 6'
3. A filter blanket or filter fabric should be W = 5' W = 3' W = 3'
installed between the riprap and soil foundation. d = g" d = 9" d = 9" rpuc4riolv
-FOR colvky
Class = A Class = A Class = A REVISIONS
N ' EROSION /SEDIMENT CONTROL DETAILS REV DESCRIPTION DATE APPROVED
RODAK 1 ADDED SUMP PUMP DETAIL 3/27/09
ENGINEERING, P.C. H EAT H E RTO N WAY RIVER CHASE RIDGE //XROFESS�ION /(/�
511 KEISLER DRIVE, SUITE 101
ARY, NORTH CAROLINA 27518 STREAM STABILIZATION SEAL
(919) 235-4560024576
WINSTON — S A L_E M9 NORTH C A R O L I N A �/3lf
tiQ
ENGINEER
DRAWN BY DWG NO. QP
M. �o
AMR R:/PROJECTS/RIVER CHASE/STREAM STABILIZATION PLANS
SCALE T S SHEET

6'-0" MAXIMUM 2'-3' STONE
POST
EOTEXTILE FABRIC
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0
SAFETY FENCING
Q IEIII=� ��_�� �_� � �_� ��_�� �_� � �_���_� � �_� � �_� � �_� � �_� � �_� � �_� � �_� � �_� � �_� � �_���_� � �_� � �_� � �_� � �_�� �_���=III=� � �=� � �=111
Jill-
GRADE AND
COMPACT BASE
1. GRAVEL SHALL BE SURGE STONE AND 2"-3" WASHED STONE. AGGREGATE BASE STONE CAN BE USED AT THE DIRECTION OF THE CITY.
N z = =_I
' 2. GEOTEXTILE FABRIC SHALL BE TYPE 1, ENGINEERING FABRIC PER SECTION 1056 OF THE NCDOT SPECIFICATIONS, OR EQUIVALENT.
3. GEOTEXTILE FABRIC IS REQUIRED UNDER CONTRUCTION ENTRANCES BUT IS OPTIONAL FOR THE ACCESS ROAD AND WILL ONLY BE INCLUDED AS DIRECTED BY THE ENGINEER.
NOTES:
1. CONSTRUCTION FENCE SHALL CONSIST OF PLASTIC OPEN MESH FENCE MATERIAL WHICH SHALL BE
BRIGHT ORANGE IN COLOR AND FOUR (4) FEET IN HEIGHT.
2. POSTS MAY BE OF
ANY MATERIAL WHICH WILL ADEQUATELY HOLD THE FENCING IN AN UPRIGHT O PO
POSITION. THE MAXIMUM SPACING BETWEEN POSTS SHALL BE SIX (6) FEET.
3. CONSTRUCTION FENCE SHALL BE INSTALLED ALONG ALL TEMPORARY CONSTRUCTION EASEMENTS. P
4. THE CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF THE FENCE AS LONG AS CONSTRUCTION OR
ASSCIATED ACTIVITIES ARE ONGOING IN THE VICINITY OF THE FENCE.
6" DEPTH (MIN.)
CONSTRUCT ON FENCE 2"-3" WASHED COARSE AGGREGATE
s
GEOTEXTILE FABRIC
EROSION CONTROL CONSTRUCTION SEQUENCE: _
1. INSTALL TEMPORARY SILT FENCE, TEMPORARY SEDIMENT TRAPS, TEMPORARY
IMPERVIOUS DIKES PER PLANS-SEE SHEETS 2-4 FOR LOCATIONS.
2. SETUP BY-PASS PUMPING AND INSTALL IMPERVIOUS DIKES PER PLAN.
3. CONSTRUCT TEMPORARY STREAM CROSSING PER PLANS.
4. SEED ALL DISTURBED AREAS IMMEDIATELY AFTER CONSTRUCTION OF TEMPORARY
ACCESS ROAD IS COMPLETE.
5. REMOVE TEMPORARY SILT FENCE AND TEMPORARY SEDIMENT TRAPS LOCATED ALONG
PERIMETER OF AREA OF DISTURBANCE (FOR CONTINUTED CLEANING AND GRUBBING), MOTES:
INSTALL TEMPORARY SILT FENCE AND TEMPORARY STONE OUTLETS PER PLANS.
1.REMOVE ALL VEGETATION AND OTHER OBJECTIONABLE MATERIAL FROM FOUNDATION AREA.
6. SEED ALL DISTURBED AREAS IMMEDIATELY AFTER ADDITIONAL CLEARING AND
GRUBBING IS COMPLETE. 2. LEVEL AREA WITH 3"WASHED STONE FOR DRAINAGE.
3. PLACE STONE TO DIMENSIONS AND GRADE SHOWN ON PLANS.
7. REMOVE TEMPORARY STREAM CROSSING, BY-PASS PUMP, DIKES, AND TEMPORARY LEAVE SURFACE SMOOTH AND SLOPED FOR DRAINAGE.
ROCK SILT SCREENS UPON STABILITY OF STREAM BANKS. 4. DIVERT RUNOFF FROM ENTRANCE TO EXISTING SURFACE GRADE WITHIN ESC LIMITS
(WITHIN SILT FENCE PERIMETER).
8. ALL DEWATERING OF CONSTRUCTION AREA SHALL BE DISCHARGED INTO AN ADEQUATE
STILLING BASIN, SILT SACK OR EQUAL MEASURE TO CONTROL STREAM TURBIDITY.
TEMPORARY CONSTRUCT ON ENTRANCE AND ACCESS ROAD-
REVISIONS
EROSION /SEDIMENT CONTROL DETAILS REV DESCRIPTION DATE APPROVED
� q
EOGINEERING, P.C. � PROFESSIONA /l/�
Pj T_E_L IffIi VA j T Y-
511 ENGINR DRIVE, SUITE 101 H EATH ERT0 N WAY/ RIVER CHASE RIDGE �Y/ 2
' SEAL
ARY, NORTH CAROLINA 27518 STREAM STABILIZATION
(919) 235-4560 02/4/576
NORTH CARO �I � AWINSTON - SALEM , ENGiNEER yo _T -TOP co-yky-T-B uc-Tioy
DRAWN BY DWG NO.
M. �O
AMR R:/PROJECTS/RIVER CHASE/STREAM STMILIM110N PLANS
SCALE SHEET FIA

10' TREE ZONE LIVE STAKING ZONE TURF MATTING ZONE
TURF MATTING ZONE LIVE 10' TREE ZONE
i I I STAKING ZONE
LIVE STAKING LIVE STAKING
PLANTINGS PLANTINGS
r
TREE
PLANTINGS
u 2.0'
(TYP.)
2.0' 1.0
0'
1.5 1.0 2.
(TYP.)<m,, 5.5' 1.5(...)
BANKFULL
(T P.) (TYP.)
3.5'
1.0
2.0' Z.0'
(TYP.) BASE FLOW 1.0 (TYP.)
(TYP.) WATER LEVEL
O�OOO 6" O (TYP.)
12'
(TYP.)
TYPICAL PLANTING CROSS SECTION
( STA 2 + 00 TO STA 0 + 00 )
( NTS )
TURF GRASS ZONE TURF GRASS ZONE LIVE 10' TREE ZONE
I IVF STAKING 70NF STAKING ZONE
I
r
LIVE STAKING
1 PLANTINGS TREE PLANTINGS
IM 2.0'
(TYP.)
1.0 BANKFULL 5'5 1.0
2.0
(TYP.) 1.5<—)
cmma
(TYP.)
3.5' NOTE:
BASE FLOW 1.0 (TYP.) CROSS SECTION ORIENTATIONS ARE DOWNSTREAM
WATER LEVEL 1.5<ma, 1
6�JO�O� O (TYP.)
12'
(TYP.)
TYPICAL PLANTING CROSS SECTION
WITH TOE TO TOE SLOPE
( STA 3 + 76 TO STA 2 + 00
y _ NTS
REVISIONS
CHANNEL SECTIONS REV DESCRIPTION DATE APPROVED PEEL IHIY VA R Y-
K P.C. �O�PROFESSION�O��/y
1511 KEISLER DRIVE, SUITE 101 H EAT H E RTO N WAY/ R I U E R CHASE RIDGE (r.� �
ARY NORTH CAROLINA 27518 SEAL -T -To-R COYST-P uc-Tio-Y
(919) 235-4560 STREAM STABILIZATION 024576
WINSTON — SALEM , NORTH CAROLINA �a !NEERy
DRAWN BY DWG NO.
AMR R:/PROJECTS/RIVER CHASE/STREAM STABILIZATION PLANS M.
SCALE N T S SHEET 7

Elevation @ Center
(Shown in Profile)
CLAY CORE OR VER111CAL SHEET PILE 24" TO 30" DIAM.
DRIVEN INTO STREAM BED AND SURROUNDING FILL BOULDERS PLACED ALONG CREST.
z SPAN WIDTH OF STREAM AND EMBED
INTO EMBANKMENT. FILL SMALL t2" 00
N GAPS WITH RIVER STONE o STREAM BANK
TOP OF BANK ELEV. — 290' o
TOP OF DAM ELEV. - 287' I —I I—I I—I I—I I—III—III—III—III—I I—III—III—I I—III—III—I
BASIN DESIGN E TH = I I —III=III=III=III=III=III=III=III=III=III=III=III=III=III= Fif III= V TRENCH INTO BOTTOM AND
FLOW MAX DEPTH 18' -I1511BANKS AS REQUIRED=III I I=1 I=I�I=I I I=I I I=I I I=I I I=I I MI I=I i I=I I I=I I I=I I I=I I I=I I I=
�i �i Q 2 =I I I=I I I=1\ I I=I I=I I=TI=I I-I I=I I=I I=I I=I I=I EI EI I-I EI I-I I a
� � —I 11=) I I—III ITEI T EITI-I�I-I T I=I T I=I T I=I T I=I�I=I�EI T EITEITEI�I-I�I-I�I
o
_III-1 I I-I I I_ I I—I
2:1 EXCAVATED SIDE \`�\\j/�j SECTION A - A
SLOPE, MAXIMUM , .\. y c�
N.C.D.O.T. N0. 57
BASIN BOTTOM ELEV. WASHED STONE RIFFLE CREST/ FLOW
AT 6" BELOW STREAM FILTER FABRIC, BENEATH BANK FILL CREST ROCK
BED ELEVATION MIN. 12" THICK EXISTING TOE OF BAN
PLACE 15" TO 18" DIAM. DUMP
LINE ROCK BEHIND CREST ROCK
3' (MIN.) 5' (MIN.) FOR SUPPORT. FILL WITH
Im RIVER STONE
D�N LEAVE SLOPE ROUGH
PROFILE SECTION 20.,
0
TRENCH BOTTOM FOR CREST
STONES AS NECESSARY SO
TOP ELEVATION OF CREST
CLAY CORE AND VER111CAL SHEET PILE STONE CAN BE ACHIEVED
EARTHEN FILL, SLOPED AT 2:1 DRIVEN INTO STREAM BED AND SURROUNDING FILL
TYPE 2 GEOTEXTILE TRENCH BOTTOM
MIN 5' FABRIC, UNDER AS NECESSARY
0-1 FOUNDATION ROCK
AS DIRECTED
PROFILE VIEW
24" to 30" DIAM
BOULDERS PLACED ALONG
CREST. SPAN WIDTH OF
STREAM AND EMBED INTO
CONSTRUCTION FILL AREA EMBANKMENT. FILL SMALL PLACE 15" TO 18"
MIN. 6' GAPS WITH RIVER STONE DIAM DUMP ROCK
BEHIND CREST ROCK
FOR SUPPORT. FILL
SMALL GAPS WITH
Q RIVER STONE
4:1 RIFFLE BEYOND SUPPORT STONES
TO BE CONSTRUCTED OF CLASS II
RIP RAP. FILL SMALL GAPS AS
DIRECTED WITH RIVER STONE
PLAN VEW FLOW
EARTHEN COFFERDAV- C 20:1
NOT TO SCALE NOTE:
RIVER STONE SHALL BE CANE
a CREEK TYPE OR APPROVED
EQUAL
PLAN VIEW
PRE-Z 1HIi VA R-Y- NEWBURY RIFFLE DETA L
YO T FOR CO2VS-TR UCTIOiV
REVISIONS
CHANNELDETAILS REV DESCRIPTION DATE APPROVED
RODAK � MADDED COFFERDAM AND STONE 3/20/09
ENGINEERING, P.C. H EATH ERTO N WAY RIVER CHASE RIDGE 5 Ty %m.
511 KEISLER DRIVE, SUITE 101 / '
ARY, NORTH CAROLINA 27518 STREAM STABILIZATION
(919) 235-4560 ,
WINSTON —SALEM , NORTH CAROLINA
DRAWN BY DWG NO.
AMR R:/PROJECTS/RIVER CHASE/STREAM STABILIZATION PLANS
SCALE N T S SHEET 7 A

�O
y
o'
d
LIMITS OF DISTURBANCE
_ s
Z
STA �a�Li Z
1+50.00 o y o Q 9,120
STA °n s N Ma ¢G
j 0+ 0.00 STA 9n
START
1+0.00 7�o N N fence
STA a
Q
0+00
STA
. . . . . . • 2+50.00 D
. . . . . . . . . . . . . STA
OPO. 3. . . . . 2+0.00 A
76.25
O:S S. -link fence
:a . . . . . . . . . . . . . chaff
Sycamore STA
: : . . .gaol . . . . . . . . . . . . . . . — o 00 o STA (TBD- may be saved) 3+50.00
. . . . . . . . . . . . . . . .
0 0
. . . . . . . . . . . I . . . . . . 3+0.00 conc.
. . . . wingwall
top elev.
6 = 492.42
inv. in = 485.1
o a o
a o
N Cn O
O TJ O
(TI O
a �
o LIMITS OF DISTURBANCE o
D
O 0
O
O
O
L
APPROVED LIVE STAKE SPECIES
Key QTY Botanical Name Common Name Size Spacing Cond Mat HT Mat Sprd Remarks SCIENTIFIC NAME COMMON NAME
AR 3 Acer Rubrum Red Maple 1-3/4" Gal 30' O.C. B & B 40' 20' - SALIX SERICEA SILKY WILLOW
FP 5 Eraxinus Pennsylvanica Green Ash 1 .5" 30' O.C. B & B 40' 20' - CORNUS AMOMUM SILKY DOGWOOD
Proposed Tree
WO 5 Quercus Phellos Willow Oak 1 .5" 30' O.C. B & B 40' 20' - GRAPHIC SCALE Prop Live Staking Plantings
LT 5 Lirodendron Tulipfera Yellow Poplar 1-3/4" Gal 30' O.C. B & B 40' 20' - 20 0 10 20 40 80
Stream Bed
BN 5 Betula Nigro River Birch 1 .5" 30' O.C. B & B 30' 10' - { IN FEET )
i inch = 20 ft
MG 2 Magnolia Grandiflora Southern Magnolia 5 Gal. 30' O.C. Cont. 20' 10' -
LAN
REVISIONS
p
PRE-L IHI,VA R Y-
PLANTING I LA I V REV DESCRIPTION DATE APPROVED
MRODAK ��� 9�,� 1 ADJUSTED STREAM ALIGNMENT PER CITY COMMENTS 3/20/09
ENGINEERING, P.C. RIVER CHASE RIDGE �O PROFESSI <�tiq 3/20/09
511 KEISLER DRIVE, SUITE 101 N EAT N E RTO �1 WAY/ M1 .7 1 REMOVED GABIONS PER CITY COMMENTS -T FOR coyVky-TR uc-TI02V
CARY NORTH CAROLINA 27518
STREAM STABILIZATION SEAL
24576
(919) 235-4560 0 1 C T nN - S A L E V ADDED COFFERDAM AND STONE STRUCTURAL FILL FOR 3/20/09
/20/09
W I
J I �f y NORTH C A R O L I �I A �LQ - /6 STREAM SEGMENTS AT STA 1+50 AND 3 + 00
DRAWN BY DWG NO. r
EF �J� ENGINEER O�Q
10/2/08 STREAM SURVEY BY M.
AMR R:/PROJECTS/RIVER CHASE/STREAM STABILIZATION PLANS SLATE SURVEYING 1 ADDED ADDITIONAL TREE REMOVAL PER CITY COMMENTS 4/02/09
SCALE 1 " = 20' SHEET R

STREAMBANK-SEE
SPECIFICATIONS FOR SEED MIXTURE '
RUBBER HOSE
t
t TREE WRAPPING
0
AR „
LT APPROVED LIVE STAKE SPECIES SISAL CUT AND REMOVE UPPER 1/3 OF BURLAP. NO SYNTHETIC MATERIAL
AR MGFP SCIENTIFIC NAME COMMON NAME ROPE
FP
LT 30' (TYPICAL) WO
wo SALIX SERICEA SILKY WILLOW
B FLOURESCENT WOOD MULCH 4" DEEP
MG —6CORNUS AMOMUM SILKY DOGWOOD J FLAGGING
SEE STAKE
SEE DETAIL 1"x2"x18" W000 STAKE
NOTE: STAKE IS SHOWN 2 FEER SPPG�NG> W/CENTERED " HOLE ��
�o P 4 DEPTH EARTHEN SAUCER
F 0.5 TO BEFORE PLANTING. SEE p PANG
L- 1.5 INCH APPROVED LIVE STAKE �(R
rn
E' 11 2' SHELF DIAM. SPECIES CHART.
s Q
1 To 2' TRIANGLE N BACKFILL PLANTING SOIL MIXTURE AS SPECIFIED
SPACING ® BASIL WOVEN COIR
e 6 0 2.0' WITH END FIBER MAT
1.5:1 SLOPE rr —
x x
PROPOSED TOE OF SLOPE 45' —III— I( x x x
CUT III=II xI=II xxx x xxx -III li
CREEK TYPICAL_ STAKE DETAIL TYPICAL TREE PLANTING =iii=III xxxx xxX II=III- III
CENTERLINE FLOW =� III— II x — x III
SOURCE: ADAPTED FROM N C , 1996
STREAMBANK AND SHORELINE PROTECTION (—
LIVE STAKING MATERIAL PREPARATION: I I—III I I(—III III—III —
APPROVED AQUATIC WETLAND SPECIES 1. THE MATERIALS MUST HAVE SIDE BRANCHES CLEANLY REMOVED INSTALLATION:
WITH THE BARK IN TACT. 1. TAMP THE LIVE STAKING INTO THE GROUND AT RIGHT ANGLES TO THE SLOPE AND DIVERT III—111-111—111—111
SCIENTIFIC NAME COMMON NAME DOWNSTREAM. THE INSTALLATION MAY BE STARTED AT ANY POINT ON THE SLOPE FACE. 12" Min.
SALIX SERICEA SILKY WILLOW 2. THE BASIL ENDS SHOULD BE CUT AT AN ANGLE OR POINT FOR EASY
NOTE: INSERTION INTO THE SOIL. THE TOP SHOULD BE CUT SQUARE. 2. THE LIVE STAKES SHOULD BE INSTALLED 1 TO 2 FEET APART USING TRIANGULAR SPACING. THE
CORNUS AMOMUM SILKY DOGWOOD SPACING MAY BE ALTERED BY DENSITY OF THE INSTALLATION WILL RANGE FROM 2 TO 4 STAKES PER SQUARE YARD.
ENGINEER OR INSPECTOR 3. MATERIALS SHOULD BE INSTALLED THE SAME DAY THEY ARE PREPARED.
ANDROPOGON VIRGINCUS BROOMSEDGE
3. PLACEMENT MAY VARY BY SPECIES.
CARER STRICTA TUSSOCK SEDGE 4. SOURCE OF MATERIALS TO BE PROVIDED TO THE CITY FOR APPROVAL TAMP SOIL MIX UNDER EACH
AND SHALL BE DELIVERED WITHIN 24 HOURS OF HARVESTING AND STORED 4. THE BUDS SHOULD BE ORIENTED UP. PLANT BALL TO MINIMIZ
ELEOCHARIS OBTUSA BLUNT SPIKE RUSH IN WATER. MATERIAL SHOULD BE INSTALLED WITHIN 48 HOURS OF SETTLEMENT
HARVESTING. 5. FOUR-FIFTHS OF THE LENGTH OF THE LIVE STAKE SHOULD BE INSTALLED INTO THE GROUND, AND
SOIL SHOULD BE FIRMLY PACKED AROUND IT AFTER INSTALLATION.
(� LIVE
/ 5.-MATERIAL TO BE COLLECTED AND INSTALLED WHILE DORMANT.
PATTERN FOR R 1�I V E STAKING PLANTS- 6. SO NOT SPLIT THE STAKES DURING INSTALLATION. STAKES THAT SPLIT SHOULD HAVE ENTIRE AREA
PRUNED OFF OR REMOVED AND REPLACED. TYPICAL TREE PLANTING-
SHOT 7. TAMP AND STAKE INTO THE GROUND WITH A DEAD BLOW HAMMER (HAMMER HEAD FILLED WITH OR SAND)
N.T.S.
LIVE STAKING DETAIL_
N.T.S.
EXISTING TOP A.BURY THE TOP END OF THE JUTE STRIPS IN A
OF BANK TRENCH 4 INCHES OR MORE IN DEPTH. `'. .
tO� WOVEN COIR B.TAMPTHETRENCHFULLOFSOILSECURE Key Name i S acin Mat S rd
INSTALL (SPLIT ON DIAGONAL) FIBER MAT WITH ROW OF STAPLES,10 INCH SPACING, ` : ,, y QTY Botanical Name Common Size p g Cond Mat HT p Remarks
4 INCHES DOWN FROM TRENCH.
2" X 4" X 30" DEAD STOUT
STAKES PER SPECIFICATIONS f
3' O.C. SPACING AR 5 Acer Rubrum Red Maple 1-3/4" Gal 30' O.C. B & B 40' 20' -
�:
FP 5 Eraxinus Pennsylvanica Green Ash 1.5" 30' O.C. B & B 40' 20' -
T 0 P OF SLOPE TIE IN- C.OVERLAP-BURY UPPER END OF LOWER
STRIP AS IN"A"AND"B".OVERLAP END WO 5 Quercus Phellos Willow Oak 1.5" 30' O.C. B & B 40' 20' -
N.T.S.
OF TOP STRIP 4 INCHES AND STAPLE
Poplar - -
Lirodendron Tuli fera Yellow 1 4 3 Gal
E.OVERALL—,,"" LT 5 p / 30 0.C. B & B 40 20
J \
EX
ISTING
Q ,sts;::
I Ni Betu a ra
BANKFILL TRENCH CREEK N River Birch B 5 & B 1.5 3 1
BANK x 9 30 O.C.0 C. 0 0
(TYPICAL)
Magnolia Gran iflora Southern Magnolia -
d
FE7
5 Gal. Cont.
9 9 30 0.C. 20 10
i "
2• APART
-.
T
'F.PLACE STAPLES 3
IN A DIAM ND PATTERN
EXISTING
2
O
TO KEEP MATTING FIRMLY
CREEK
D.EROSION STOP-FOLD OF JUTE BURIED IN
BOTTOM
SLIT TRENCH AND TAMPE
D,DOUBLE
' INCONTACTw/S0 IL
N
ROW OF STAPLES.
WOVEN COIR
INSTALL (SPLIT ON DIAGONAL) FIBER MAT
T 2*
X 4" X 30" DEAD STOUT TYPICAL STAPLES
- #f6 GAUGE WIRE
STAKES PER SPECIFICATIONS NS
3 O.C. SPACING
>a__
BOTTOM OF SLOPE TIE IN
N.T.S.
COIR FABRIC TIE — IN
- JUTE MATTING' DETAIL.
N.T.S. NOT TO SCALE
REVISIONS
PLANTINGD ETA I L S REV DESCRIPTION DATE APPROVED
RODAK �� PROFESSION
ENGINEERING, P.C.
1, KEISLER DRIVE, SUITE 101 H EAT H E RTO N WAY/RIVER CHASE RIDGE C ��
PE-EliffilvAlTy-
ARY NORTH CAROLINA 27518 STREAM STABILIZATION (�
919) 235-4560 024576
WINSTON - SALEM , NORTH CAROLINA � yAld1
SCALE DRAWN BY NO. ENGINEER OPIvo _T FOR -TRUC-TIOIV
N TS AMR rR:/PROJECTS/RIVER
CHASE STREAM STABILIZATION PLANS �� M. �O