HomeMy WebLinkAbout013 C603 Details - Construction Management MOUNTABLE BERM I DIVERSION RIDGE IS - 6'(MM) WASH RACK NATNE MATERIAL LAG SCREWS fi"BLACK LETTERS
RE�UIREDWHEREGRADEEXCEED52% ZoloOR�REP% -� n�n n n n�� (2PERBAE) 1�MIL (OPTIONAL) � STRAWBALE WITHWASHERS �� INLETGRATE
✓ '----._._,�� 12"(MIN) 6"(MM)CLEAR WOOD OR — P�STIC LINING STft NG (qTOTAL) CONCR TE 48"x24"PLYWOOD ��0�����'��
WASH RACK M(2 PERTBA E) � U I,NASHOUr PAINTED WHITE �����������
FILTERFABRIC � � 4"x4"xe' � ��
SUPPORT ` FILTERFABRIC SECTIONGC ��� WOOD SIDEFLAP �
NOTTOSCALE *� 3'-�" �
� 1 12„DIA POST (SEE NOTE#4)
SECTION A-A SECTION B-B e° �— sree� I
NOTTOSCALE NOTTOSCALE 1�'-0"(MINIMUM) � Nr�qE LENGTHANDWIDTH I
STAPLE DETAIL DIMENSIONS SHALL
��—r��r_�`—r 3,Q�,
NOT TO SCALE BE PER PLAN
ROCK BAGS MUST BE I� —�STRAW BALE —_ I� � � > FLAP POCKET
U U F� (SEE NOTE#5)
PLACED SUCH THAT NO (TYP)
cAPs aRe evioeNr �l I�l CONCRETE WASHOUT SIGN
SPILLWAY FRONT LIFTING FLAP USE REBAR;STEEL PIPE,OR
ROCK BAGS OR CONTINUOUS MAY BE SUBSTITUTED WITH (SEE NOTE#3) O e" WOOD 2"z4"FOR REMOVAL
GEOSYNTHETIC FABRIC BERM I I APPROVED EQUAL
OF EQUIVALENT HEIGHT �l WOOD OR �l MINIMUM DOUBLE STITCHED 4��
VARIES METAL STAKES SEAMS ALL AROUND SIDE i
NOTE: I�I (2 PER BALE) PIECES AND ON FLAP POCKETS ��
USE ROCK BAGS TO CHANNELIZE I I NOTES: I �� T'Y �i��H2� � 12"
RUNOFFTOBASINASRE�UIRED. I�( l 1. THEACTUALLAYOUTOFTHECONCRETEWASHOUTFACILITYSHALL "'� I
SEENOTES � o � WATERSUPPLYTO GEO7EXTILEFlLTERFABRIC 1�r�,� *� } +�`i-
Zj BE DETERMINED IN THE FIELD. "'�
/ O� WASH WHEELS AS 2. ACONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN THIRTY (FRONT.BACK;AND BOTTOM TO � ,i4�'�'�K. q"x6"OPENINGS WITH
_/� B B � NECESSARY I� 1�MIL I� BEASINGLEPIECEOFFABRIC) I ' �*
F���J �-6'(MIN)-� �_ I I FEET�30')OFTHETEMPORARYCONCRETEWASHOUTFACILITY. K�;�'�' ROUNDE�CORNERS
PLASTIC LINING 3. MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE SHALL BE HEAT CUT
i \� j � : F � � WASHOUT FACILITIES SHALL BE REMOVED FROM THE PROJECT I �+� (MZN� (ONE HOLE ON EACH
� ` �} —Y=L—Y=L—Y=L—Y=L SITEANDDISPOSEDOFORRECYCLE�. � I OFTHEFOURSIDES)
A \�I A 10'(MIN) ��-��-��-� 4. HOLES,DEPRESSIONS,OROTHERGROUNDDISTURBANCECAUSED I
� �,/ i 1 �� BYTHEREMOVALOFTHETEMPORARYCONCRETEWASHOUT
i �\ i � � I CONCRETE WASHOUT TYPE C FACILITIES SHALL BE BACKFlLLED,REPAIRED,AND STABILIZED TO I
--� -- ���-����-� \ i-��� �� -���---- — --- —�--������� �-�---- 20'(MIN) ABOVEGROUNDWITHSTRAWBALES PREVEMEROSION. I
i � i ,
i i
� \ � I
PUBLIC ROAD OR � \ i�
/ OTHER STABLE i ��i
/ SURFACE i . i
' � �� CONCRETE WASHOUT DETAIL
6"(MM)THICKNESS OF NOT TO SCALE
2"TO 3"COURSE
±p0' AGGREGATE
� RADNS MOUNTABLEBERM/
(7yp� DNERSION RIDGE
� INLET PROTECT TYPE D
sa�MiN� �j CAN BE INSTALLED IN INLETS
NOTEs: r� � � � WITH OR WITHOUT CURB BOXES
-��r
���rT\ � ADJACENT ROLLS
1. THEENTRANCESHALLBEMAINTAINEDINACONDITIONTHATWILLPREVENTTRACKINGORFLOWMGOFSEDIMENT ����\� � SHALLTIGHTLY
ONTO PUBLIC RIGHTS-OF-WAY.THIS MAY REQUIRE TOP DRESSMG,REPAIR,AND/OR CLEANOUT OF ANY MEASURES 1\�\ �
USEDTOTRAPSEDIMENT. STRAWWATTLEMUSTBE ���� �� � \ ABUT NOTES:
2. WHEN NECESSARY;WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAYATTHE SHOWN PLACED ALONG SLOPE 1�
WASH RACK THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. CONTOURS \\\ \\/ 1. TAPER BOTTOM OF BAG TO MAMTAIN THREE INCHES(3')OF CLEARANCE BETWEEN THE BAG AND THE STRUCTURE,
=� �/ MEASURED FROM THE BOTTOM OF THE OVERFLOW OPENINGS TO THE STRUCTURE WALL.
3. USE A WASH RACK DESIGNED AND CONSTRUCTEDIMANUFACTURED FOR THE ANTICIPATED TRAFFIC LOADS.CONCRETE �1\�-� 2. GEOTEXTILE FlLTER FABRIC FOR FLAPS,TOP AND BOTTOM OF OUTSIDE FlLTER BAG.FRONT,BACK,AND BOTTOM OF
STEEL,OR OTHER MATERIALS ARE ACCEPTABLE.PRE-FABRICATED UNITS SUCH AS CATTLE GUARDS ARE ACCEPTABLE. �I T��1 ��/ FlLTER BAG BEING ONE PIECE.
USE A MINIMUM DIMENSION OF SIX FEET BY TEN FEET(6'x 10').ORIENT DIRECTION OF RBS AS SHOWN ON THE DETAIL. 1. . �9
{��' I 3. FRONT LIFTING FLAP IS TO BE USED WHEN REMOVINGAND MAINTAINING FILTER BAG.
4. INSTALL WASH RACK PRIOR T0,ALONG SIDE OF,OR AS PART OF THE TEMPORARY CONSTRUCTION ENTRANCE. �
�II— 4. SIDERAPSSHALLBEAMAXIMUMOFTWOINCHES 2 LONG.FOL�THEFABRICOVERANDREINFORCEWITH
5. KEEPAREAUNDERWASHRACKFREEOFACCUMULATEDSEDIMENTJFDAMAGED,REPAIRORREPLACEWASHRACK. .T� �� � � ( �
MULTIPLE STITCHES.
1� 5. FLAP POCKETS SHALL BE LARGE ENOUGH TO ACCEPT WOOD 2"x4".THE REBAR,STEEL PIPE,OR WOOD SHALL BE
� �((11� � � INSTALLED M THE REAR FLAP AND SHALL NOT BLOCK THE TOP HALF OF THE CURB FACE OPENING.
3\1=1
� C
� TRACKOUT CONTROL MAT � mawreHaNee Nores:
,,,,�"��.
NOT TO SCALE �c��, WHEN REMOVING OR MAINTAINING MLET PROTECTION,CARE SHALL BE TAKEN SO THAT THE SEDIMENT TRAPPED IN THE FABRIC
�� �DOES NOT FALL INTO THE STRUCTURE.MATERIAL THAT HAS FALLEN INTO THE INLET SHALL BE IMMEDIATELY REMOVED.
-� SEDIMENT,ORGANIC MATTER,
AND NATIVE SEEDS ARE
WATTLE SPAGNG �� CAPTURED BEHIND THE WATTLE
DEPENDS ON SOIL
TVPE AND SLOPE
STEEPNESS �l .
� �3� INLET PROTECTION TYPE D
� NOT TO SCALE
3"-5"
�75-125mm)
/�� \\/�\��iJi a"-10"DIA.
�� i � (200-250mm)
c�
NLNE STAKE ��� /
� \�i�i�
¢
1"x 1"STAKE
STRAW WATTLES �
�
�
0
NOTES:
� 1. STRAW WATTLE INSTALLATION REQUIRES THE PLACEMENT AND SECURE
� STAKING OF THE ROLL IN A TRENCH,3"x 5"(75-125mm)DEEP,
DUG ON CONTOUR.RUNOFF MUST NOT BE ALLOWED TO RUN Know whaY$ below.
UNDER OR AROUND ROLL.
�4� STRAW WATTLE INSTALLATION DETAIL Call beforeyoudig.
' NOT TO SCALE
a
U
3
z REVISIONS °� DRAWN BY: CMS PROJECT NUMBER
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� NO. DESCRIPTION BY DATE A /A1 y� /� y� ��� �9�� DSGN.BY: CMS
THESE PRINTS MAV BE REDUCED. I\/I O 1 Y I`O 1 1 2880 T2Chf101O9y BIVd WESI
� uNE BELOW MEASURES ONE INCH 1 CONR SUBMITTAL JAZ 06/28/24 Y 1 1 J 1 1 � v EL E M ��o �s SHEET NUMBER
ON ORIGINAL DRAWING. BOZER12fl,MT 59718 0 0
0o nuc APPR.BY: MEE gOZEMAN MONTANA �z
- Moo�F�S�A�EA��oRo�N��Y� � M a i e r I e � 406 58�o��, gq� 0 9 p�08� Q CTREVIEW
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