HomeMy WebLinkAbout019 - C5.2 - Details 138" DIAMETER ROUND CMP
CULVERT PER STRUCTURAL 16'
_6' 4' F 6'
l m
c0 v I LI L� -II [ 11 - _._-� I=TRACK AND
[ I 17 BUMPER
L0 NOTESI
138" [11.5'1 1.SIZE OF BASE MAY BE REDUCED IN CASES
RED MARKER WHERE WIDTH OF ROADBED WILL NOT PERMIT
PLAN TO BE FOLLOWED.
-- 2.EARTHEN BUMPER AS SHOWN HEREON SHALL BE USED AT
ALL LOCATIONS WHERE BUMPER IS REOUIRED EXCEPT
LOW FLOW CHANNEL 6' 4' 6' ON THE AUTHORITY OF THE CHIEF ENGINEER TO USE
(MATCH EXISTING STREAM)?
A BUMPER OF SOME OTHER DESIGN.
SEE STRUCTURAL /FOR GRANULAR 1 --- I �5BEDDING IREMENITS �EART.H
—
REQUIREMENTS o �
o
-2.3' EMBEDMENT
a ��]LAN&SECTION
C5.2 EARTHEN BUMPER
NTS
p
p SEE STRUCTURAL FOR
EMBEDMENT NOTES: ° p� GRANULAR BEDDING
REQUIREMENTS
1. EMBEDMENT MATERIAL TO BE WELL-GRADED RIPRAP (D50 = 6-INCHES).
NATIVE GRAVELS
2. PLACE SALVAGED STREAMBED MATERIAL WITHIN VOIDS OF EMBEDMENT
MATERIAL. ALLOW ANY REMAINING VOIDS WITHIN EMBEDMENT MATERIAL
TO NATURALLY INFILL WITH STREAMBED MATERIAL.
E*rA
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DETAIL
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C5.2 CMP CULVERT,LOW FLOW CHANNEL,AND EMBEDMENT' ------- $ � W K SEE DWG.NO.2159.01
FOR TARGET DETAILS o 0
NTS $S Rr $ $ $ 9 r~�'�' - db. 0
78 1/2• 145.* 'o�•61u1u
6" THICK TOPSOIL OR NATIVE STREAM BED MATERIAL, _', N PLAN VIEW
36 E STANDS,
� SHOWN WITH LOW STAFF
ALLOW TO FILTER INTO RIPRAP BELOW mK ..� ,"n. $ 4 0 ° AND TRI-HANDLE.
ALL OF HANDLE
4° 24 1/16" PAINTED ORANGE
_-1 P --
_ O o
2 -6.5' WIDE + teaLAT
�°r°�rnr M7wmm.ti n� FOOT 11/1 LOCK
— CHANNEL = a qyu I HOLE tt/t6"s
BOTTOM = '/°
=11 — 'o,,� E3EVATION VIEW BILL OF MATERIALS
_ r-el�..w.�_ 1--' Llynarr 6 EH STANDS, __ _
O O O O O O " -sp'� pubpbSHOWN
OLLAIIDY 61MI1FM 8IAID OFHO6FlIOX OLE W 30•.........._......_....REM NO.5177109851
12" THICK GRAVEL BOTTOM CONSISTING OF — — — Trgr-+_ _- '°°"`� SHOANDWTRI-HANDLE. ,u „HIGH �TRII HAN L 177w995N
WELL-GRADED RIPRAP (D5D = 6-INCHES). — = _ _ _ _ = = -- � - �e 6•.a NOTES 1 Ek 3ED REmo FT Nn wn TRI-DIE a 30 ___._....REu 10.51396011IN
W>s
NATIVE UNDISTURBED SUBGRADE n1" a a•'A I CRANK EYE DEfuLS
1.SEE M.21%&2160 FOR SPINDLE AND
ELEVA vex w F -' �� FROG 2.HRMOLE KITS(STIWGHT OR TRI-HANDLE)ARE AMALABLE B�-
VFOR FIELD RETRO FR OF EKISRNG 36 STYLE SWITCH STANDS.
STAID 36EH IS FOR AWN LINE USE ONLY. NRNISHEO WITH r
�/q 1[� 1F NO.1.2 STAFF,SEE DWG.2160.01.
er �JLeTAIJLs eamm CUM Nryes NU'sesEwW Nan sbobslCeg EeaI MRK556�1)®�10ea'9 N6e IroIeIIeU6wW raWmwgtleowNa wmpmml _ 4.STAID 36E IS FOR WJN NE OR—USE,FURNISHED WITN STANDARD PLAN
gaoweUmrWenblaogaw.,ne pN,".elmaR9rea,6W mrgm.,arNe„muWlnmr"q o�.•Wnm.Purer B/VSF No.2 STAFF,SEE DWG.2160.01' RACOR STYLE 36E&.36EH
5�4�v 4 �I1� S.16:1 MECHANICAL A AMTAGE. SWITOH STAND
C5.2 T1I ICAL STREAM SECTION ION mlMm lu n re ab graammomll m��w�Iw ears 6yn pae mve pmaL bFl mmg n"- � 6.SWITCH STANDS ARE TO BE INSTA D PA H HANDLE
NTS - nMaemn,pare NHax e�sF z<.0 c6A sNs=ze,. DIRECTED TOWARDS FROG WHEN LINED TO THE WITH 45"TRI-HANDLE
"�'a"'q"Na' '�1OpIT'�`m INSTALLATION VIEW STRAGHi SIDE OF SWITCH. AM
SAND INCLUDES W DWNETER HOOK ON 19"CHAIN Wm na 720 a
— _ 3/E2f2019 �Y2400�03 OB VI �� DWGN0:213301
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2400,03.08
DEEP DETAILS
4 4 C5.2 DERAIL AND SWITCH STAND
NTS
4:1 MAX DAYLIGHT
WIDTH PER PLAN SLOPES (TYP.)
CENTERLINE
S]ECTION
C5.2 SWALE
NTS
31
NO. REVISIONS DRAWN BY DATE �Co,NTgNq PROJECT #: 14-167 SHEET
B®/LdJC'aALV1LAN TRI- X = TRACK C RAIL EXTENSION 32 DISCOVERY DRIVE � DATE: 07/07/2025 ��o�
ERIC JAMES BOZEMAN,MT 59718 Civil Engineering
Foss DETAILS PHONE(406)582-0221 Geotechnical Engineering
Tj Ne.91615 PE FAX(406)582-5770 ALL
PROJECT ENGINEER: RSR DRAWN BY: EJF = www.alliedengineedng.CDm Land Surveying EWINEERINR
�ss`'4EN5`� BOZ EMAN MONTANA y BOZEMAN TRAX
DESIGNED BY: RSR, EJF REVIEWED BY: RSR q'VA ID DETAILS