SW1191201_Plansheet - Misc. Detail_20210818

;flc or
e ties
Ncturc�
gri, id
Wire
fence
Cross --Sec:tton
V�ew
Fidl,er
5teel
fabric Sackfill trench
Natural
post
wid compacl ground
thorouq�hly
a
rniin
�� r",
8"
24"'
a Min
Exis"rING SLUPE
DESIGN OF SPILLWAYS
EXis TING SLOPE
RIP RAP
D STONE
STANDARD METAL
POSTS Z-0," IN GROUND
GAI V,ANIZED HARDWARE
WIRE EXTENDS TO THE
T
TOP OF THE BOX
E
0
n,
........... alcfl�
6P
#57 WASHED STONE PLACED TO
A HEIGHT OF 12"-18"'MINIMUM
ABOVE THE TOP OF BOX
NOTE
1, INSPECT INLET PROTECTION AND REMOVE SEDIMENT AFTER
EACH RAIN EVENT, GRAVEL SHOULD BE REPLACED AND
REPAIRS MADE AS NEEDED.
11 11 11 11111p 11 111111 11111111 IN III III
InstaHation 1, T[te base Of boA[i end posts shoLdd, be at least one row higher ihan Ihe
Specifications inid(fle, ofthe 6ejice� Check with a level if iiecessary,
2. InstaA posts 4 i�,ct aparl M unt]CA aTeas aud 6 i'M �yad on slandm-d
� '11)
phcafions,
3. Install posts 2 6ov� dveji on tho (1mvimll-cam mde ol, flic sill foncc, and
as close a,; possible to the fiahric, enabling, posr,,,; to quppon flic fabric from
upso-cam water pi essurc.
4.1 Install posts %vtfl'l the lnpph�s fiacing a,way frcm�,� ffiesih labric,
5. AtUich the fabfic w each 1!),o�l Nyd.Ai (hroe lies, all sl!xwedm�ithin the top S
inches, ol'flie fabric. Attach 42ach tic dMg-omdliy 45 degrees through dw 1`11111-ic,
,vith each puncuire at linist I hich veriically,,ipam. Also. e.ach lie should be
positioned to hang on. a pUSI oipple WhC11 ti��AIAC]Ied 10 IIFUVCI�l SLIg,141p.
g
6.L W�-�-Jf) 0 inches offiabric aroutad ihe cad Ix.,),sts and secure
�Vith 3 ties.
7'. No rnoic: flizal 24 inch" of a 36 ltid,� fabne is ailmed above grotnn,d
level,
C017111"action.
91 �yllpact I I I oil �s Vitally ilopol"Nuit ficir 01`6�live �Csuhs, Compao ilic, Sod
jrnmedime�y nexi lo the silt fence fiabric with the firont �vheel ofthe lrachjr,
skid meer, or nAler excaing at least 60 p(,mrnds persquare inch. GonipmA the
ul!)SWean side, lirst, a nd dien cach side twice for �,�i IWA of,4 lrips.
Maintenance Makeany
requit"ed repairs
Should the tltbric ol`�n scdiAlem rence colhapse, tear., d"�otnpose oi,r'. bec-onic
inefficetive, rep laco it promptly.
Rcmovv "'Wiawnt dqlii�s�ts ,�s jwcvs�,,ary to provklo Wcqmft �,4orogv vohllu�:
for the next raim aad to reduce pressure on the fiettm 'llike care to avoid
undcunining the fQncc during deanoul,
RCII'love, III fencing materials m,id unstablL sedfi,ncnt dcpasi�s anid bring the
rera to gnade and stabilize ii afier tho cont6buting drainage arc.n has been
VIMAX
VAR�ES CLASS I
RIP RAP,
NOTES�
HEIGHT AND WIDTH DETERMINED BY
EXISTING TOPOGRAPHY AND
SEDIMENT STORAGE REQUIRED,
KEY RIP RAP INTO THE DAM
FOR STABILIZATION,
STEP S,EQUEN E
MI,AINTENANCE NOTES�
I. INSPECT CHECK PROTECTION WEEKLY AND
AFTER J" RAINFALL EVENT AND REPAIR
IMMEDIATELY. REMOVE SEDIMENTSTRAW,
LIMBS, OR OTHER DEBRIS THAT C'OULD CLOG
THE CHANNEL WHEN NEEDED.
2, IMMEDIATELY CORRECT ANY DAMAGE
CAUSED BY SUBMERGED AND DEPOSITION
ABOVE THE CHECK DAM AND FROM HIGH
FLOWS AROUND THE EDGES.
3 REMOVE SEDIMENT ACCUMULATED BEHIND
THE D�AMS, AS NEEDED TO, PREVENT DAMAGE
TO CHANNEL VEGETATION, ALLOW THE
CHANNEL TO DRA,INTHROUGH THE STONE
CHECK DAM, AND PREVENT LARGE FLOWS
FROM CARRYING SEDIMENT OVER THE DAM.
ADD STONES TO DAMS, AS NEEDED TO
MAINTAIN DESIGN HEIGHT AND CROSS
SECTION.
EXCAVATED
TRFNCHI
NOTES,
I� INSTALL SILT FENCE PER STD. SILT FENCE
DETAIL.
2, LOCATE REINFORCED OUTLET AT LOW POINTS OF
SILT FENCE BARRI'ER,,
STEEL POST
WOVEN WIRE FABRIC
HORIZONTAL POST
SILT FENCE FABRIC
CLASS'S'IRIP RAP, JYP) ..................................
SECTION
J ULU rAdMIL,
ZON] AL POST
2 #57 WASHED STONE
IF FENCE FABRIC
MAINTENANCE NOTES:
I� REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE
STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON
THE FENCE/OUTLET. TAKE CARE TO, AVOID UNDERMINING, THE FENCE
DURING CLEAN�OUT. REMOVE & REPLACE STONEAS NECESSARYAS IT
BECOMES CLOGGED WITH SEDIMENT.
1 REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT
DEPOSITS AND BRING THE AREA TO GRADEAND STABILIZE IT AFTER
THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY
STABILIZED,
2 TEMPORARY REINFORCED, SILT FENCE OUTLET N.T.S.
NOTES: WOODEN STAKE WITH WAI ILE
1, WATTLES SH�ALL BE FILLED WITH STRAW OR ANCHORED "TO THE TOP
OTHER APPROVED MATERIAL, FILTER FABRIC
OR DITO I LINER
2� SPACING FOR WATTLES SHALL BE AS SHOWN
ON EROSION CONTROL PLAN.
3,, STAKE IN ACCORDANCE WITH
MANUFACTURER'S REQUIREMENTS.
4� THE SOCK SHALL BE PRODUCED FROM A 5 MIL
THICK CONTINUOUS POLYPROPYLENE, WOVEN
INTO, A TUBULAR MESH NETTING MATERIAL,
WITH OPENINGS IN THE KNITTED MESH OF
1/8`70 3/8" OPENINGS.
5� HARDWOOD 2"x2" STAKES SHALL BE DRIVEN
THROUGH CENTER OF COMPOST SOCK AT4'
O.C. MAXIMUM SPACING ANGLED, UP SLOPE,,
MAINTENANCE NOTES:
1, INSPECT COMPOST SOCKS WEEKLY AND AFTER EACH
SIGNIFICANT RAINFALL EVENT (1/2 INCH OR
GREATER.),
2. REMOVE ACCUMULATED SEDIMENT AND ANY
DEBRIS,, THE COMPOST SOCK MUST BE REPLACED IF
CLOGGED OR TORN,
1 IF PONDING BECOMES EXCESSIVE, THE SOCK MAY
NEED TO BE REPLACED WITH A LARGER, DIAMETER
OR A DIFFERENT MEASURE,
4� THE SO�CK NEEDS TO BE REINSTALLED IF
UNDERMINED OR DISLODGED.
5� THE COMPOST SOCK SHALL BE INSPECTED UNTIL
LAND DISTURBANCE IS COMPLETE AND THE AREA
ABOVE THE MEASURE HAS BEEN PERMANENTLY
STABILIZED,
NOTE.,AN ACCEPTABLE ALTERNATE TO FILTER FABRIC
FENCE IS A LINE OF STAKED STRAW BALES
PUMP
. .... INSERT DISCHARGE
HOSE IN TUBE
SUCTION HOSE--\
. ....... . .
SILT BAG
1=1TI-=-zi-T4�
S— — ._T-r
Ll Fi + +
WATER I IA I I__I 11-11 =1 I
DISCHARGE HOSE
S
I IA I
0 ? " "': "': I I
d /A", ,
1. CONTRACTOR TO USE SILT BAG PR,IOR TO DEWATER TEMPARARY SEDIMENT BASINS
PRIOR TO REMOVAL.
2. SILT BAG CONTENTS TO BE DISPOSED OF OFF SITE.
12' DIIAMETER STRAW FILLED WATTLE
—DITCHLINE
12" DIAMETER STRAW Ell ED WATT] E
FASTENED, 70, WOODEN STAKE BY NAI
STAKE
WOODEN STAKE ..........
FILTER FABRIC VV D ITO 11LINE
OR DT.TCH LINER
. . . . . . . . . . . .
6" COVER,
8" FABRIC STAPLE
. .....
CROSS SECTION
3, TIMES I.D.
PLAN VIEW
L....................................... ............
P,IPE
.......... .
I
LIJTI
FILTER
FA5R(
SECTION 'A -A"
MAINTENANCE
RIP RAP SHOULD BE INSPECTED, PERIODICALLY FOR SCOUR OR
DISLODGED STONES. CONTROL OF WEED AND BRUSH
GROWTH MAY BE NEEDED IN SOME LOCATIONS.
MAINTENANCE NOTES:
1. INSPECT THE BARRIER AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL AND REPAIR IMMEDIATELY.,
2, REMOVE SEDIMENT AND, RESTORE SEDIMENT STORAGE AREA TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT
HASACCUMIULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP.
1 CHECK THE STRUCTURE FOR DAMAGE AND REPLACE ANY DISPLACED RIPRAP IMMEDIATELY.
4, APPROPRIATELY STABILIZE ALL BARE AREAS AROUND THE INLET,
FLOW
Z
CLASS I RIP RAP SEE
SECTION THRU BASIN BELOW
--f LOW\
% % I -_ z
IN ,
R` . ....................... RIP RAP
pip HEADWALL
95 WASHED STONE
HIICK X 3'fflGH Mft
STOR
FIL
AREA ro BE
DISTURBED PERsi�,Ecrm Vim
(CUT, Ell L, ETC)
/7 V FLOOD PIPE INVERT
STORAGE
ow ZONE
FL
2.5
12"
12..�
SEDIMIEN r STORAGE
CLASS B STONE
Ir' 7 WASHED STONE
MIN., MAX, SEDIMENT D�EPTI I (CLEAN OUT POIN I')
SECTI.Q.N..,
TEMPORARY'WATTLE N.T.S.
TEMPORARY ROCK PIPE INLET PROTECTION
NJOTES�
1. CONSTRUCT THE ENTRANCE TO THE SLOPE DRAIN OF A STAN DARD FLARED -EN D SECTION OF PIPE W17H A
MINIMUM 6-INCH METAL TOE PLATE (CROSS-SECTION VIEW), MAKE ALL FITTINGS WATERTIGHT, A
STANDARD T-SECTION FITTING MAY ALSO BE USED AT THE INLET,
2, UISE AN EARTHEN DIVERSION TO DIRECT SURFACE RUNOFF INTO THE TEMPORARY SLOPE DRAIN, MAKE
THE HEIGHT OF THE BERM OVER THE DRAIN CONDUIIT A MINIMUM OF 1�5 FT AND AT LEAST 6, INCHES
HIGHER THAN THE ADJOINING BERM ON EITHER SIDE, THE LOWEST POINT OF THE DIVERSION BERM
SHOULD BE A, MINIMUM OF I FT
3, ABOVE THE TOP OF THE DRAIN 50 THAT DESIGN FLOW CAN FREELY ENTER THE PIPE.
4. PROTECT THE OUTLET OF THE SLOPE DRAIN FROM EROSION 'WITH RIPRAP DISSIPATER,
NATLJRA�
FLOW
MAJOR IMODIFICAT�ON TO
S�TORMW,A,TER PERIMIT
NOTES:
1. L = THE LENGTH OF TH�E R,IIPRAP APRON.
2. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT
LESS THAN 6"' (INCHES),
1 A FILTER, BLANKET OR FILTER. FABRIC SHOULD BE
VVI INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION.,
4. MAINTAIN ENERGY DISS,IPATERS INSTALLED DURING
EARLY SITE WORK THROUGHOUT THE CONSTRUCTION
AREA,
ENERGY DISSIPATER SCHEDULE
PIPE SIZE
W I FT)
W2 (FT)
GTH
LENGTH (FT,
HICKNESS (IN).
CLASS,
RR-Cl,
42'"
24�5
10.51
2LO
24
6
1
RR-D1
7,5
4, 5,
610
12
6
8
RR-F1
15"
6�5
4,0
5,0
12
31
A
RR-Gl
1,5"
6.5
4.0,
5,,0
12
3
A
RR-WETPIOND 'B`
24"'
10.0
61.0
&C
12
6
B
RR HI (TEMP)
t211
7.0
3.0
6,,0
22
6
8
RR 11 (TEMP)
181,
13,5,
4, r),
1,2.0
24
13
1
RR-J1 (TEMP)
1
7,0
3,0
61.0
22
6
8
RR-K1 (TEMP)
15"
6,5
4,0,
5,0
12
4
A
RR-L1 (TEMP)
............... "I'l""I'll""I'll'll""I'll""I'll",'ll""I'll""I'll'll""I'll""I'll""I'll""I'll",'ll""IlI
1,51,
—
11.5
"I'l""I'll""I'll'll""I'll""I'll",'ll""I'll""I'll",'ll""I'll,,'ll""IlI
4.0,
—
10.01
—
24
"I'l""I'll""I'll'll""I'll""I'll",'ll""I'll""I'll",'ll""I"ll,'ll""I'll""I'll",'ll""I'll""I'll",ll,"'I
13
—
1
—
RR-Ml
T. 5
4.5,
61.0
12
3
A
RR-Ni f rEmp)
18"
6,,5
1 4,0,
9110
22
61
IB
I
m 11117-01"0111 gig
EXCAVATED AREA (AS REQUIRED)
SIDE SLOPE 2 1 9 1 F�d F
............... ........
ACCUMULATED SEDIIMEN I
, . . .. . .. . .. . .. . .. .......... .......... ..........
EXCAVATED DEPT� PIK rl a I JE11 I GRAVE L-SUPPO RTIED BY I 1ARDWARE
V - MAX 2' BELOW TOP OF CLOTH TO ALLOW DR,A�NAGE AND
INLET
...........
1:9 lz='� I � RESTRICT SEDIMENT MOVEMENT.
-I I El I
WEEP HOLES rOk
DEWATER'fN(�
. . ...........................
III , —
............ ..............
CONSTRUCTION SPECIFICATIONS:
L. CLEAR THE AREA, OF ALL DEBRIS THAT MIGHT HINDER EXCAVATION AND
DISPOSAL OF SPOIL,
21� GRADE THE APPROACH OF THE INLET UNIFORMLY.
FLOW
FLOW 1. PROTECT WEEP HOLES BY GRAVEL.
4, WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN PERMANENTLY
STABILIZED, SEAL WEEP HOLES, FILL THE EXCAVATED BASINWITHI STABLE
N
SOIL TO FINAL GRADING ELEVATIONS, COMPACT THE FILL PROPERLY AND
N I "
1TA
0 S BILIZE,
INSPECT CLEAN, AND PROPERLY MAINTAIN THE EXCAVATED, BASIN AFTER
'N EVERY STORM UNTIL THE COMBINATION DRAINAGE AREA HAS BEEN
FLOW PERMANENTLY STABILIZED, TO PROVIDE SATISFACTORY' BASIN
FLOW
EFFICIENCY, REMOVE SEDIMENT WHEN THE VOLUME OF THE BASIN HAS
BEEN REDUCED BYONE-HALF. SPREAD ALL EXCAVATED MATERIAL EVENLY
OVER THE SURROUNDING LAND AREA OR STOCKPILING AND STABILIZE IT
APPROPRIATELY,
CONSTRUCTION SPECIFICATION
1. PLACE SLOPE DRAINS ON UNDISTURBED SOIL OR WELL COMPACTED FILL AT LOCATIONS AND ELEVATIONS SHOWN ON PLAN�. MI,N,
BERM
2, SLIGHTLY SLOPE THE SECTION OF PIPE UNDER THE DIKE TOWARDS ITS OUTLET,
3, HAND TAMP THE SOIL UNDER AND AROUND THE ENTRANCE SECTION IN LIFTS NOT EXCEEDING 6 INCHES,
4, ENSURE THAT FILL OVER THE DRAIN AT THE TOP OF THE SLOPE HAD MINIMUM DIMENSIONS OF 1.5 FEET DEPTH, 4 FEET TOP 3:1
15MIN
WIDTH, AND 3 1 S�I DE SLOPES. HOLD-DOWN1 S�TAKES,
5. ENSURE THAT ALL SLOPE DRAIN CONNECTIONS AREWATERTIGHT.
6� ENSURE THAT ALL FILL MATERIAL IS WELL -COMPACTED, SECURELYFASTEN THE EXPOSED SECTION OF' THE DRAIN WITH GROMMETS
OR STAKES, SPACES NO MORE THAN 10 FEET APART.
7. EXTEND THE DRAIN BEYOND THE TOE OF THE SLOPE, AND ADEQUATELY PROTECT THE OUTLET FROM EROSION.
10' SPACING
8. MAKE THE SETTLED, COMPACTED DIKE RIDGE NO LESS, THAN 1 FOOT ABOVE THE TOP OF THE PIPE AT EVERYPOINT,
91, IMMEDIATELY STABILIZE ALL DISTURBED AREAS FOLLOWING CONSTRUCTION,
......................................... .
MAINTENANCE ...........
PLASTIC
..........................................
I INSPECT THE S,LOPE DRAIN AND SUPPORTING DIVERSION AFTER EVERY RAINFALL AND CORRUGATED PIPE, INLET
PROMPTLYMAKE NECESSARY REPAIRS, WHEN THE PROTECTED AREA HAS BEEN
PERMANENTLY STABILIZED, TEMPORARY MEASURES MAY BE REMOVED, MATERIALS
DISPOSED OF PROPERLY,AND ALL DISTURBED, AREAS STABILIZED, APPROPRIATELY.
STABILIZE
SLOPE
TOTAL FLOW
!SIZE
DRAIN
AREA (ACRES)
(CFS)
A
0,,2,7
1�2
112"'
...........................
3.8
18"
C
0,2,8
1.2
Maximum Drainage
lPipe, 011ameler
A,rea per Pipe (acres)
(Inehes)
0.50
12
0,75
is
1.0110
la,
>1 OW
as designed
111,11[pt 1*�qion bemones nRmp crin''iplex
beyond 11fis SUe.
gi III I
1119
�NSTALLA1'10N DETAil-
�=j
OUTLET ___r_ � �
too
........... .
EXPANSION ................................
RESTRAINT
DUMP STRAPS NOTES:
1, SAGS SHOULD BE CLEANED
(114"'NYLON'ROPE, 2 EACH OUTAFTER EVERY RAIN
2- FLAT WASHERS)
EVENT ANDIOR AS NEED�,ED.
4'MIN
LEVEL SECTION BAG DETA�L
-0
CROSS�-SECTION VIEW
PLAN VIEW
STANDARD T-SECTION
E
0 0
J
>
z
Ln
0 r,4
Q Cd
r14
Or.) N CL
�h A 00
M
.1
OL
4-0 "E
U rG
W
:E
CL
n,
LO
Q
uj
Lu
C)
r-- Ln ce),
5 M m �0 C6 (5
z z 0
'T",
E- �5
0 2�1 0 6
L
.4
LL11 _6 0)
L) o LL F-
Zi E
0
t " C,4 m _i -_ m
z < kn 0� 0, u�
NOT FOR CONSTRUMON
_1kj e.
%!6k1k% C RO �41.-
%
% %
z
S,EAL
m 0, 3 3 612'
tit
A
SD/DD REVIEW
Lu
z
z
z
%*4-0*4
^100
LL
LLJ
Z
ui
f r%
vi
LU
Z Z 0
LO
LO
4-J CD
CAI 100
Lu C:
0
z fy_
z
C:
z z 0
z C:
co
4-
0 — 0 -1-1
^,00 0
LL
Ott Lu
go ^100
LL
q
>
5 <
LL
CY)
(10
— Z
0
01
0 0 Lo
0
CL _j Ill
0
V-1
CD U) Lo
RevisiOns
0� Date
COP #27
2021 JULY09
SWR 1
2,021 AUG 13
................................
.......................................................
Project Number 1711-13
Date: 2021 AUG 13
Drawn by� FS
SITE D�E,TAILS
She!el Number
..........................................................................................................................................................................................................................................................................