HomeMy WebLinkAboutC-106 Erosion DetailsEXTRA STRENGTH FILTER FABRIC OR
STANDARD WITH WIRE MESH MATS / BLANKETS
SUPPORT (14 GUAGE, 6")
SHOULD BE INSTALLED 4- it Bottom/Silt Fence @ End of a 0-
VERTICALLY DOWN T -4 -4
J-Hook (Point A) Shall Be Q / // / / //\/ O
STEEL OR AMP SOIL � � • • • •• �{- � J /\\/\\/\\ \/\\/\\ \ J
SLOPE OVE Higher Than Top/Silt Fence @ o
WOOD B INK ER
MAT/ // / /,\ '� it �" (n
POST / /\/\/\ Low Point (Point B)ATTACH FILTER FABRIC
\\12 /\\/\\/\\ \\
SECURELY TO UPSTREAM , : / �1' \\� /\\/\\/\\/\ / /\\/\\/\\ /\// // //\/,\//\/,\/,\ / FAO \/\\/\\/\\/\\/\\/
SIDE OF POST / // X, NIX // // // // // / /\ \/\/\/\/\/\ A \//\//\//\//\//\ TOPSOIL
-r_ :'... ,W �\/�///\///\///j�/j�/j/j, ,STOCKPILEN�// II�II�II�II�II�II�II�II�II�II�II�II�III.
! /\I-
-p LONGITUDINAL ANCHOR TERMINAL SLOPE AND �� \j\\j\\j\\j\\/\\j\\j\\j\\j\\j S0
\//\//\//\//\� TRENCH CHANNEL E
A \\/\\/\\\i\\\
\/\ \,\ T MAXIMUM SPACING WITH j //\// ANCHOR /\/\/\/\/\ \lN/l
/�\\/�\\//\ '/�'�'' 5' MAXIMUM SPACING
WIRE SUPPORT S A /� TRENCH \//\\/\\\/\\�\\�\\�\\�\\//
\\' \ WITHOUT WIRE SUPPORT A IR /// r' SILT FENCE
FENCE A ,\\/� A 5 PLACED ON DOWN SLOPE SIDE OF STOCKPILE
STEEL OR WOOD POST PONDING HEIGHT
36" HIGH MINIMUM /\\//\\/ / STAKE AT S TO
FLOW /\\/�� I �Z 5' INTERVALS SOIL TYPE A
PONDING HEIGHT 3/4" MIN. A \\//\\��' -4 SLOPE ANGLE SILTY CLAYS SANDY
i DRAIN ROCK A ,j/,j\/� R VERY STELP (1-1) 50 FT. 75 FT. 100 FT. *ON LEVEL TERRAIN SILT FENCE SHOULD ENCIRCLE THE PROPOSED STOCKPILE
9" MAX. } MIN. 4" //\\%\\ ���� MODFRATE (4: 1), 100STEEP 75 FFT. 1T. 25 FT. 150 FT.
FLOW STORAGE 8" OVERLA A \\\\\\/ iv G�P(�O� SLIGHT (10 1) 125 FT. 150 FT. 20o FT. PLAN VIEW SECTION A -A
s�
HEIGHT °i ...i '//\\/�� �O A ,
COMPACTED \ i /\/
SOIL OR 1 i /i\1/\/i\/i` i� /\\!% TEMPORARY S T O C K P I L E
GRAVEL//%
\ This Project
1 \,\ 18"
\ \ \ \ 12" (Min.)
\\\\\\ \\ \// /\\/ Z� \//� CHECK SLOT AT 25' ,
18., '�� + %\v� �/ % SILT FENCE WITH J-HOOKS DETAIL
/A \ ,� \ \ \ / //� i1 INTERVALS V ( ) \
mi . / / / /, // VAV:
ISOMETRIC VIEW No SCALE
\\' / 4" X 8" TRENCH WITH ISOMETRIC VIEW �// //\\//\ \ \ ✓ y�
INSTALLATION WITHOUT \�\�\ / / ` 3
COMPACTED BACKFILL TRENCHING TYPICAL SLOPE
A - Emergency Spillway -Section
TRENCH SOIL
DETAIL NOTES: STABILIZATION PLACE THE END POST
I
%%UGeotextile Fabric Specifications for Silt Fence 1. SLOPE SURFACE SHALL BE FREE OF ROCKS 4' 1 OF THE SECOND FENCE
CLODS, STICKS AND GRASS. MATS / BLANKETS /\,\/\/\,\/ ,/�\/\ \\�\\,\\/\ ' ; \\ �\ \ \ INSIDE
THESIDE THE HE END POST FENCE
Woven Non -Woven SHALL HAVE GOOD SOIL CONTACT. //\\\�/\�/\ \ '12"�/ //\//\�/\� /�6 \//\//\� ROTATE BOTH POSTS AT TOP OF
Physical Property Geotextile Fabric Geotextile Fabric\//\\//\\\\/\\\ /\\\\\\� \\\\\\// c�opsTcvi DEGREES to EMBANKMENT 5' BARREL
/\/\/\/\CREATE
Filterin efficient 85% 85% 2. APPLY PERMANENT SEEDING BEFORE PLACING j\\j\\j\\ \\j\� 2� \\//\\//\\//\\,/\\//\\//\\,/ /\/ ,/\\ \\//\\,/\\,/ \6 , /\\//\\,/\\//\\, VATH TTHE FABRIC AMATTERIAL MIN.
g Y BLANKETS. /, /�\/�\/, / /, /, \/\/\/\/\/\/\/ /\ \/ \/\/\ / /\/\/\/ DIRECTION OF RUNOFF WATERS SEDIMENT
strengthTextile /\\%\/ \ \ \ \ \ \ \ i i i RISER WITH
20% elongation at 3. LAY BLANKETS LOOSELYAND STAKE OR STAPLE\\//\\�\l�T\\\\\\\// INITIAL CHANNEL ANCHOR INTERMITTENT CHECK SLOT Da INCHES INTO THE BASIN TRASH
Standard strength 30 lbs. per linear inch 50 lbs. per linear inch TO MAINTAIN DIRECT CONTACT WITH THE SOIL. \ \ \ \ \ \ \ \ TRENCH GROUND AND BURY FLAP RACK ROCK
Extra strength 50 lbs. per linear inch 70 lbs. per linear inch DO NOT STRETCH. NOTES: CHUTE
Slurry flow rate 0.3 gal./min./square feet 4.5 gal./min./square feet 1. CHECK SLOTS TO BE CONSTRUCTED PER MANUFACTURE'S ATTACHING TWO SILT FENCES
Water flow rate 15 gal./min./square feet 220 gal./min./square feet EROSION CONTROL BLANKET SPECIFICATIONS. NOT TO SCALE
UV resistance 70% 85% INSTALLATION A FES A
Post spacing 7 feet 5 feet 2. STAKING OF STAPLING LAYOUT PER MANUFACTURES PLAN
SPECIFICATIONS.
EMBANKMENT
NOTES: EMERGENCY STABILIZED
TRASH RACK SPILLWAY TOB = 897.50 ELEVATION WITH
1. SILT FENCE MUST BE ENTRENCHED OR BACKFILLED Revetment CLEANOUT VEGETATION
WITH GRAVEL. Rip -Rap = 897.00
MARK FREEBOARD
2. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS 05' 1.25'
TO MAXIMIZE PONDING EFFICIENCY. , + 896.50 MINIMUM
ENGINEERED
3. INSPECT AND REPAIR FENCE AFTER EACH STORM
EVENT � I ELEV. PLACED IN LAYERS I 3 MAX 12" SPILLWAY
10' at SB � � s 1 INLET SELECTED FILL � 1 BARREL
AND REMOVE SEDIMENT WHEN NECESSARY. 9" 000000 AND COMPACTED ROCK
000000
MAXIMUM RECOMMENDED STORAGE HEIGHT. • 12" RISE 000000 CHUTE 7
000000 r f
PLAN (MIN.)4' MI 0000 0
4. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN HEIG '
AREA
THAT WILL NOT CONTRIBUTE TO SEDIMENT OFF -SITE ` 1-ft Layer of 1-ft Layer of
AND CAN BE PERMANENTLY STABILIZED. , . INDOT #5 Stone INDOT #5 Stone '
12' (MIN.f 2 • °' °°�000. 3 Revetment 1 Revetment 3 .0040 •8 2 . DRAINAGE NTI-FLOTATION ANTI -SEEP
SILT PENCE INSTALLATION s s 1 a aoo°0�9 � 1 f Rip -Rap N Rip -Rap 1 o°o° 1 HOLES 330 BLOCK COLLAR TYPICAL
i d° • �• oo ° °p°��j FES°0�° °O� °o• dD 1/2" HOLES SECTION OF TWO
ft Toe of Slope
5' (MIN.) 'N
• �'� ,'\ \ TEMPORARY SEDIMENT BASIN
a s • ` •� \ / i. ice'
CROSS SECTION A -A
BERM KEY -IN
GEOTEXTILE ISOMETRIC VIEW
� o GRAVEL PIPE INLET PROTECTION
(2 OVERFALL
2:1 �� noX ; ���s�<o�� a ELEVATION
Q ot�o�nt 4' min. )c�°moo 0 �o �0% off,
°Q; J a° d^0°'�1
J OB Q� OgO } oho o$�OB°p°o p_, S?�Q
o 0 0 0 'd' o d o0 0� O^o0 00°�0,
<� °°�° °
Rip-Ra d50 �/�-- �Z MINIMUM 8-INCH HIGH o �o
8' X 8' MIN. =6 min. a- a �� GEOTEXTILE DIVERSION RIDGE REQUI�2%
GREATER THAN 2 /O
m 2:1 2:1 m WHERE GRADE EXCEEDS `� / / / / /
FILTER RECEIVING
SECTION VIEW
MATERIAL ELEVATION
ROADWAY ° ° °
NOTES: THICKNESS ('d') = 1.5 x MAXIMUM DIAMETER - 12" MINIMUM
1. INSPECT WITHIN 24 HOURS OFARAIN EVENT AND AT LEAST ONCE FILTER FABRIC SECTION
2.1 EVERY SEVEN CALENDAR DAYS.
SECTION A -- A
2. INSPECT RIPRAP- LINED CHUTES FOR STONE DISPLACEMENT,
BERM EROSION ALONG SIDES OF CHUTE, SCOURING AROUND APRONS, AND Q-
PIPING OR UNDERCUTTING; MAKE NEEDED REPAIRS IMMEDIATELY, USING �O
APPROPRIATE SIZE STONE AND ENSURING PLACEMENT AT FINISHED
GRADE.
PLAN o ° P ,,o a"
ROCK CHUTE IN STEEP SLOPE -'� ° 0.5 x'D' La = 12 x'D' MINIMUM
POLYETHYLENE LINING g� 0 0 °� ga �� •��oo ° MIN. D' =PIPE DIAMETER
(10 MILLIMETERS THICK) pQ P° r p 4
WITH APPROPRIATE ANCHORING ° ° 1" - 2.5" WASHED AGGREGATE �j�Q °
12 ° °o° INDOT COURSE AGGREGATE NO. 2 ooQ 20' O�d° 00 0�° ° `.8�'a°
SYSTEM TO SECURE LINING. AREA ❑ R CHANNEL Q A A ° ° o° Oo ° °0 Q° °
GROUND SURFACE o•� MIN. 8" THICK °400'� MIN. ���° °° 0
F-4-12" MIN. oq oo d 8 e ° �o ��
O $, 0 0 ° o, o a o o, o,,o�Op O ° 0 40�oQ�� e J_ ��o °
c0 0 0°�°°• c� �Su03 °8 0 o Q o ova d Own° 0 :'" a` °°O° °°QO" Q
2'-0" MIN. �� ° °�o 'p°ood�°a�on n •°4t 1 oD�ooa�Oga°°° ROCK d50°O��a.°Cb
COMPACT
2:1 OR FLATTER D oO .. 50°THAN 6" MINIMUM ER o o . MIN.
MATERIAL, EDYP BANKMENT � ,,,� °'Q0 ° 4.0X'D'
8' x 8' MIN. SIDE SLOPES °,
OR AS REQUIRED TO CONTAIN WASTE CONCRETE } °Q oO oo � o °o 0 00
DIVERSION RIDGE O° 00° °0° DIAM R °°°�° o°pO°
SECTION °°o°�o0�o�°c�Qo��o�4�g o ° 0( 4g 0c0
2' 150' °
GEKEY IN
OTEXTILE °0°o O B�aQQ O° OO'
ORIGINAL GROUND MIN. 00° .0 O oo `l o 000 0
CONCRETE WASHOUT AREA INSTALLATION NOTES CONCRETE WASHOUT AREA MAINTENANCE NOTES ECB MAY BE RE4'D PLAN�
_-_ ISOMETRIC VIEW �� ���
3, - �s �� PLAN
1. SEE PLAN VIEW FOR: 1. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND �2. - - e� ����� � l '
7 ohs - ����� 3•I ✓���
- LOCATIONS OF CONCRETE WASHOUT AREA. ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN o o wok �: -� _�tirsti<_� o o %/�jmox N
2. THE CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR CAPACITY FOR WASTED CONCRETE. o Go v 2' ����°» � o `��%���%,��/. /�l/ /j /// ///l %� �//�"�/� KEY w ECB NOTES:
s T� ��/\�� ��A NOTES:
TO ANY CONCRETE PLACEMENT ON SITE. 2. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE o erst - ��- �����i������>�
� •y�. _ � 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT
1_�L J- IvL�_ 6" TOPSOIL (MIN.)
REMOVED FROM THE SITE AND DISPOSED OF AT AN o 0 0 0 o 0 0 o TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY
3. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, PQ o� 00 oz Q Pa o� o� o� 2' REQUIRE TOP DRESSING, REPAIR AND/OR CLEANOUT OF ANY MEASURES USED 1. 'La' =LENGTH OF APRON. DISTANCE 'La' SHALL BE OF SUFFICIENT
APPROVED WASTE SITE. o LENGTH TO DISSIPATE ENERGY.
AT THE WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO
3. WHEN THE CONCRETE WASHOUT AREA IS REMOVED, THE �- GEOTEXTILE TO TRAP SEDIMENT.
CLEARLY INDICATE THE LOCATION OF THE CONCRETE 2. APRON SHALL BE AT A ZERO GRADE AND ALIGNED STRAIGHT.
WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND DISTURBED AREA SHALL BE SEEDED AND MULCHED OR PERMANENT DIVERSION 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO
PUMP RIGS. OTHERWISE STABILIZED IN AN APPROVED MANNER. SECTION VIEW PUBLIC RIGHT-OF-WAY. 3. FILTER MATERIAL SHALL BE FILTER FABRIC OR 6" THICK MINIMUM
4. EXCAVATED MATERIAL SHALL BE UTILIZED IN PERIMETER 4. INSPECT WEEKLY, DURING AND AFTER ANY STORM EVENT. TYPICAL GRASS LINED S WA L E GRADED GRAVEL LAYER.
BERM CONSTRUCTION. R I P R A P LINED CHANNEL Scale: N.T.S. CONSTRUCTION ENTRANCE /
CONCRETE WASHOUT BASIN EXIT DETAIL ENERGY DISSIPAT❑R
This drawing and/or specifications is provided as an instrument of service
provided by Cash Waggner & Associates, PC and is intended for use on this
402 EAST 1 3TH STREET
N ❑.
DATE
BY
DESCRIPTION
PROJECT:
WILLOW HAVEN SENIOR HOMES
DATE:
project only. All drawings, specifications, designs, models, ideas, calculations,
and arrangements appearing herein constitutes the original and unpublished
Work of and remains the property of Cash Waggner & Associates, PC. Any
`A` G A` ,T
SUITE 1 O 1
JASPER, IN I 47546
(n
PROJECT No.: 19-3957
MEMORY CARE HOMES
19 9 9
• ■
0
mm.dd.yy
INI
Description
reproduction, use or disclosure of the proprietary information contained herein
without the prior written consent of the Cash Waggner &Associates, PC is
strictly
`v `v
p ENS v G�
CASH W A G G N E R P H: 8 1 2. 6 3 4. 5 0 1 5
❑
DESIGNED BY:
N RW
ADDRESS:
1 3 1 4 5 WEST ROAD
prohibited.
Written dimensions shown hereon shall take precedence over scaled dimensions.
O� �� ���
� O
FAX: 8 1 2.6 3 4. 5 0 1 7
�
DRAWN BY:
I DJ M
C A R M E L, I N D I A N A 4 6 0 7 4
DRAWING N❑.
FILENAME:
Contractors shall calculate and measure required dimensions. Notify Cash
Waggner & Associates, PC with any variations in dimensions or conditions from
those indicated these drawings. This drawing based
�� PIP R G /� /�
O
CELL. 8 1 2.6 3 1 . 3 9 6 4
Se A S S � C 1 A T E S,
_
W
0
13957 ErOS-Dtl
on was on available
information. Commencement of Work constitutes verification and acceptance of
�(// �(//
NO
P C EMAIL: N WAG G N ER@
Q
LAYOUT T,,.: Layout
E R S I N
C 1 orm
0
I�
SCALE:IASSIIOWn
existing conditions.
CASHWAGGNER.COM
CO NSULTINGIENGINEERINGISURVEYING
�
SHEET TITLE:
Application of a material or equipment to Work installed by others constitutes
acceptance of that Work and assumption of responsibility for satisfactory
S I CG N AT U R E DATE
CASH WAG
D E T A I L S
rj
1 2
installation.
W W W. G N E R. C O M
Q
❑ F: