R-5861 Revised Permit Drawings 07102023

Submitted 7/10/2023
G' PROJECT REFERENCE NO. SHEET C.
0`
R-5861 2D-2
TOP DRESS CLASS II RIP RAP WITH CHANNEL SUBSTRATE MATERIAL TOP DRESS CLASS II RIP RAP WITH CHANNEL SUBSTRATE MATERIAL
(PER STANDARD CONDITION)TO 'CHOKE OUT`CLASS II RIP RAP (PER STANDARD CONDITION)TO 'CHOKE OUP CLASS II RIP RAP DETAIL AA KW SHEET NO.
PROP.2@8'x8'RCBC EXTENSION PROP.298'z8'RCBC EXTENSION DETAIL AC
TOP OF FLOODPLAIN TOP OF FLOODPLAIN FALSE SUMP FALSE SUMP ROADWAY DESIGN HYDRAULICS
BENCH LOW FLOW BENCH LOW FLOW o ENGINEER ENGINEER
CHANNEL KEY-IN TT HICK CHANNEL KEY-IN 2'THICK (Nol to 5wlel o (Not to$tale)
_ Median Ditch
72"WSP CLASS II IF RAP 72"WSP CLASS II RIP RAP Outside Ditch ,D•
KEY-IN 2'THICK KEY-IN 2'THICK ,0,� 20:1
CLASS II RIP RAP —— CLASS II RIP RAP ' ` 9" -�2'�-
7.
GI 2 (see chop Below)—.,�— 20' GI
f-$— erc. f-S— etc,
TOP OF FLOODPIAIN BENCH CHANNEL BOTTOM VARIES TOP OF FLOODPIAIN BENCH CHANNEL BOTTOM VARIES $=Ditch Slope (k Proposed Ditch $=Ditch Slope CB Proposed Ditch
WIDTH VARIES 0'-18' FROM NATURAL WIDTH OF WIDTH VARIES 0'-18' FROM NATURAL WIDTH OF
10'TO 8' 01171 FT IMPROVEMENT 10,TO 8' Ditch Grade L Ditch Grade L
LOOKING DOWNSTREAM(NTS) 0.0% TO 2.0% 20' OVW,4.0% TO40'
IEN—C, ver 2.0% To 4.0% 30'1 Over l 50'
-L-STA.71+92,COBB CREEK INLET IMPROVEMENTS -L-STA.71+92,COBB CREEK OUTLET IMPROVEMENTS
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
DETAIL AD �I�a DETAIL AE PERMIT DRAWING
FALSE SUMP ;aL, STANDARD BASE DITCH SHEET 3 OF
Outside rJ0
(Not to Scale) e���_ IN_
sole)
Traffic Flow low
!. NroVfOI NW-1
TOP OF TOP OF 07 2�-
KEY-IN 2'THICK FLOODPLAIN BENCH KEY IN2'THICK FLOODPLAIN BENCH Min.D=1.75 Ft.
CIASS IRIP RAP CUSS I RIP RAP PROP.B'x RCBC GI B
PROP.8'z9'RCBC B=4 Ft.
S— ek.
"-� S=Ditch Slope (E Proposed Ditch -L_DET6-STA.26+35 LT,B=4',L=54',S=1.2%
— BEG.ELEV=1610.32,END ELEV=1609.70
__--_--
ti� KEY-IN TTHICK
CLASS I RIP RAP
J L 2'THICK 4.0'CHANNEL OUTLET VARIES a",CLASS
CLASS RIP RAP
LOOKING DOWNSTREAM(NITS)
4.0'CHANNEL VARIES 0'1' LENGTH- 30'
lDM
LOOKING DOWNSTREAM(NITS) -L-STA.124+65,GOLD BRANCH OUTLET IMPROVEMENTS
LENGTH 22'
-L-STA.124+65,GOLD BRANCH INLET IMPROVEMENTS NOT TO SCALE
NEW STREAMBANK UNCOMPACTED
%MALL BE TREATED BACKFILL
AS SPECIFIED IN PLANS
HD CHANNELBEY BLOCKXV
P / MINE OF 2' OMO FLOW S'Min X[SX OMOE
ENERGY REDUCTION RIFFLE `� OF EXISTINGGHCHANN
.NeEErL
STATION ELEVATION { IOMPI COMPACTED
-L-STA.145+85 RT 1660.21 ACKFILL i' ancKFnL
-L-STA.146+20 RT 1660.33 rx
-L-STA.146+58 RT 1660.46 MIN. . D'D SECTION A-A
-L-STA.146+96 RT 1660.59 LEXGTX n srOHE EP
-L-STA.147+32 RT 1660.72 \
-L-STA.147+67 RT 1660.84 UNCOMPACTED
-L-STA.148+03 RT 1660.96 LL
0
\�0
COMPACTED 7NOTES:
HEAD OF BURY CLASS II RIP RAP 2' BELOW BED TYP. CHANNEL P BACKFILL 1)CHANNEL BLOCK SHALL BE INSTALLED IN ACCORDANCE WITH THE
( ) \ PROJECT SPECIFICATIONS.
RIFFLE 2)BLOCK SHOULD BE INSTALLED AT THE INTERFACE BETWEEN EXISTING
ELEVATION POINT " NOM. THICKNESS WELL GRADED MIX �• CHANN L AxD PROVOssO CHANNEL.
A OF (50%) CLASS "B" AND (50%) CLASS "I"• E BLOCK) �� S)OFTTHE EXISTING CHANNEL.OF In.—SHOULD E A MINIMUM OF 2'BELOYI THE INVERT
TOP OF OMINF E%ISi1 B OMD LIMITS SECTION B-B 4)BLOCK SHOULD EXTEND A MINIMUM OF S'BEYOND THE LIMITS OF THE
BANK xG CHANNEL EXISTING STREAM CHANNEL.
/ TOE STREAM BED S)INSTALL EROSION CONTROL MATTING AND SEED IN ACCORDANCE WITH
PLAN VIEW
r✓/ LL \\j/\\\\/�\ RIFFLE DETAIL AA S)COMP ACT
THE JBACKFILLECT ITOCEXTENT PO SIBLEDIMEOR AT LY TTHEER GDIRECTION OF
TAIL I I
RIFFLE CHANNEL BLOCK THE ENGINEER.
-L-STA 13+37 RT,CL I TONS=31,#57 STONE TON$=3
HEAD O0 Ji
3' FILTER -DRI-10+57 LT,CL I TONS=41,#57 STONE TONS=3
RIFFLE MINIMUM FABRIC �Yll-A11+570FIT,CILLI TON$139#577STONE STONE
TONSTONS
l4
B
I I
CLASS II RIP RAP o S $ �, SECTION A-A
(SEE NOTE FOR SIZE) 1 O °O�O 0 �OQ �� pthfi0.Len TYP)
I Q° OCa((�� 9 I(TYP) FIBER 2 FT (TYP.)
C 11 O° O O a0" = q-B FT C MATTING (TYP.) 1/3 D
11
+' FOOTER
m Po$
DETAIL AH DETAIL Al
ROCK O
r 1 DETAIL AG STREAM BANK STABILIZATION BANK STABILIZATION
STABILIZATION
11 FILTER FABRIC CENTER CLASS II 2"-4" (Not fo Scale)WITH RIFFLES (Not 5w1e) (Not to stole)
,I,)
\ Proposed ems' S,�TLO �—w-o Ground— O g�� ��O
TOE OF P,,ISIopd Natuwl 'WK E1` d -W,(- f1S d
RIFFLE SECTION B-B �^al ry Ground�—
CLASS IRIP-RAP CLASS B RIP-RAP
E p a 37 D ,.1 =1 \T Jr— KEYED-IN(TYP.I CHANNEL KEYE0.IN TYP.) CHANNEL
aIVodable)FD (VarioblBlED
COIR FIBER Exist.Channel
Min.D=3.0 Ft. B MATTING [BOB th-SEE BELOW Length-SEE BELOW
_ „NOM. THICKNESS WELL Max.d=3.0 Ft. Min.d-SEE BELOW Min.d-SEE BELOW
COIR FIBER GRADED MIX OF 50%) CLASS "6" AND B=4.0 Ff. -L-STA.58+74 RT,L=14',Min d=1.5' -L-STA.95+88 RT,L=5',Min d=1.0'
MATTING TYP S 'Embedded Energy Dissipator Riffles at Intervals on PSH
m ( ) (50%) CLASS 'I' to Ff. Type of Line—
MATTING CL I RIPRAP 20 TONS CL I RIPRAP 2 TONS CL B It _AP
N PLAN VIEW -L-STA.145+62 LT,L=24',Min d=2.0' -L-STA.114+12 LT,L=10',Min d=1.5'
2 FT (TYP.) -L-STA.145+68 TO STA.14B+15 PT 57 TONS CL I RIPRAP 8 TONS CL B RIPRAP
N DDE=802 CY,COIRFAB=658 SY,CL I TONS=234 -L-STA.145+73 RT,L=20',Min d=1.5' -Y8-STA.10+91 RT,L=12',Min d=1.0'
rn "PER RIFFLE:CL II TONS=15,COIRFAB=16$Y, 40 TONS CL I RIPRAP 11 TONS CL B RIPRAP
c "CL 9150% MIX"TONS=10,GEOTEXTILE=20 SY -Yll-STA.11+68 RT,L=10',Min d=1.5'
11 TONS CL I RIPRAP
m O a
NOTE ° q�o8o °
m CLASS II RIP RAP SHOULD BE NATIVE STONES TIDE
C
E OR SHOT ROCK, ANGULAR AND OBLONG, TYPICAL DIMENSION SECTION C—C
0 2' DIAMETER
c SEE TABLE FOR ELEVATION POINT DATA
ILL PER STRUCTURE ON PLANS
EACH STRUCTURE EMBEDDED IN ORDER TO NOT
CEM IMPEDE AQUATIC ORGANISM PASSAGE
ee
OPTION FOR INCLUDING LIVE STAKES ON FLOODPLAIN
BENCHES. SEE STREAMBANK REFORESTATION DETAIL. bs(19)878-9560 d,Forum t,sDile7oo
to a Raleigh,North Cam11227fi15-39fi0
m NC Licensese No.F-0112
*-o`er Engineers I Construction Managers I Planners I Scientists
ee WwwAk.com
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Submitted 7/10/2023
o, PROJECT REFERENCE NO. SHEET NO.
0,
n 25 II I 0 25 50 A DENOTES FILL IN
PERMIT DRAWING WETLAND R-586/ 7
00iSHEET 16 OF 50 R r _ W SHEET NO.
SCALE FOR INSET ®
DENOTES IMPACTS IN `` ROADWAY DESIGN HYDRAULICS
SURFACE WATER \\`,` TI ENGINEER ENGINEER
JIG 2 � 5I 0 I DENOTCLEARING NIZED O HW' Q
a 111I II
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SCALE DENOTES TEMPORARY t
® IMPACTS IN SURFACE WATER FDC
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` TOP ELEV.1667.5'
DETAIL S ;8 S u
'DILAPIpATED �' �� CANOPY
2 NS CL B RIPRAP ,�� _ W
Lam+ r \ ]�\ v Z _�i_______-- i 5 2629'23'W r aSY GEOTEXTILE z
C \ \ _.ram-c rm 14.44• \�� 21 ELBOSWS W
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r ` 111 11�—'
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SPECIAL CUT DITCH \
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SEE DETAIL O I v \ �\ \_ _____— FS � > >.
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C RJ REMIIS5O��VE
2GI8-NSS\ E�MlC�P
15"RCP-111 P 4O \ Z Z N
�� S8Ml4 CRII CSTABILIZATION F 21 ELBOWS J
\ P E%ISTMG R/IY *' #yc �k KS ONLY
I$TING R/W
2 N BANKS ON
�1 NSS 55 �� i — Ip, rrF SIGN \ E DETAIL AH
` 5' - LLI
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L
W/CL R RAP 9F W/5 SY GEOTEXTILE L
_ J SEE DET IL R In E TDE
2 G1 / TOE P DET I T W00D/"X. SEEIETA H
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f
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SEE DETAIL A / 3 TONS CL B RIPRAP SIT E ..
P
16 WAO SY GEOTEXTILE o ® ... ...� JS i� --- )5 JS�..._—JS ... ...� 15 .�J
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ROADWAY DESIGN HYDRAULICSENGINEER E..I.-R
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Submitted 7/10/2023
PROJECT REFERENCE NO. SHEET NO.
0
1 12.5 0 12.5 25 PERMIT DRAWING DENOTES MECHANIZED R-586/ /0
SHEET 28 OF 50 CLEARING
R^N SHEET NO.
R R R R r NA� H 2011 ROADWAY DESIGN HYDRAULICS
SCALE FOR INSET ® DENOTES IMPACTS IN
SURFACE WATER v a = ENGINEER ENGINEER
50 25 0 50 100 ® y� _
I I I I GLI DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
SCALE
�N
\ g1� HOMER A.SHAFFER
o DB 561 PG 14 ji
PAUL R.PRICE PHILIP PERLOW
>' DOUGLAS R.HUTHWAITE DB 1567 PG 96 DB 1516 PG 148 w
•�.p £ _S 04•g9.49• KEITH A.LEGERE N DOCUMENT NOT CONSIDERED FINAL
DB 1564 PG 117 WDB 1582 PG 449PC C SLIDE 36 � UNLESS ALL SIGNATURES COMPLETED
ElP 2
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165.29• p
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CARR W/CL 6 RIPRAPDB I707 SEE DETAIL M I TOE P TECTI ONPG 127DSEE DETAILM E.CAMPBELLATERAL V DITCH TW/C�BTRIPTRA ET AL
W/CL B RIPRAP SEE DETAIL E SEE DETAILB 1587 PG 154
HOMER A.SHAFFER JR.
E E
C>` NIa DB 1449 PG 280 \ ��— F F PUE E LATERAL DITCH E E�E W
GAIL HARTZELL PERROTT PC C SLIDE 36 ��\ Jl� LIE PUE EE D 'DITCH" AGE W/CL B IPRAP W
SEE DE AIL E
1 j DB 1707 PG 1278 Q =
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_____ --_—_ —_-- GIB— —————————————
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23.33' r\ WOODS /w PD CL B RIP P S 00'll'07•E ?g 781 PG 27 61". �F
J P \\ \—PUE STD.V DITCH ON BANKS •�• N •r ry W
E 3 SEE DETAIL 2.55'EIP TO R/W _, 8 TONS CL B RIPRAP TONS CL B RIPRAP
UE�— W/CL I RIPRAP
i W/21 SY GEOTEXiILE 2 Z
W WELL PUE - ����T"'—� SEE DETAIL T S 07�q Ug 9 21 SY GEOTEXTILE
158KD / R ADDITIONAL RIPRAP / W IIT•90
Z PUE y / �ST� ON RECIEVING BANK - SITE 16B PS J
c++, M. i 10 TONS CL I RIPRAP / C� I
J §F�:•'� W tiY,49.W E W20 SY GEOFAB S E Pry I N S ET B W TOE PROTECTION P U
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DB 1526 PG199 pB 1123 PG 3557 JB 1123 PG DB 1200 PG 754 hti ,o RO RET
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Submitted 7/10/2023
o, PROJECT REFERENCE NO. SHEET NO.
o,
25 0 25 50 PERMIT DRAWING R-5861 12
SHEET 32 OF 50
SCALE FOR INSET ® DENOTES IMPACTS IN ROADWAY� SHEET NO.
DESIGN HYDRAULICS
SURFACE WATER ENGINEER ENGINEER
SO 215 0 50 100 DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
SCALE
INSET A 'N-A D- o�.
DOCUMENT NOT CONSIDERED FINAL
aa\ UNLESS ALL SIGNATURES COMPLETED
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SITE 19A
SISP.LAT.4'BASE DITCH
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SEE DETAIL L o''o r—
SEE PERMIT PLANSHEET 31 ' ;� SITE 19B SEE INSET A
rYIANKABION _ �� �[// LATERAL 4'BASE DITCH W
rB RAP
LY I�/ �`` �jy_ 2 Nro ADDITIONAL RIPRAP /'' W/CL B RIRAP^C � ��1r ... ON RELIEVING BANK SEE DETAIL Gw1 � JS _ � 7 TONS CL I FPRAP
ABWS W/13 SY GEOFABLC
_N TRW 1�� .._JS�i�� y c _
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Submitted 7/10/2023
o, PROJECT REFERENCE NO. SHEET NO.
R-586/ /3
Ii _ I N S ET A I N S ET B AY�IGN SHEET NO.
ROADW HYDRAULICS
\ 1 8 ENGINEER ENGINEER
20,
I r
9i,W
4� O DOCUMENT NOT CONSIDERED FINAL
8 UNLESS ALL SIGNATURES COMPLETED
\ M P ~ 12.5 0 12.5 25
\ DENOTES IMPACTS IN
\ o PERMIT DRAWING ® SURFACE WATER
\ _-- SCALE FOR INSET A SHEET 34 OF 50 ® DENOTES TEMPORARY
\ 25 0 25 50 IMPACTS IN SURFACE WATER
DENOTES IMPACTS IN
y. SURFACE WATER
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25 0 25 50 PERMIT DRAWING R-586/ 14
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