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4815 DRAINAGE AREA < Z M
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SILT FENCE \\ \ \ J z"/12"SLOPE
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FOLLOW LEVEL CONTOUR WITH 2.00' gmmessioaal sreR aiae,ea amnlmc�
ENDS POSITIONED UPHILLPaves al Ml Arc nxare lna la
/ SPILL CURB AT PEDESTRIAN RAMP 14 BAR SPACED 11 NCHES O.C.EACH WAY Consultant:
SET 1D'(MIN)AWAY FROM
STEEP SLOPE OR TOE PLAN VIEW OF FILL
Maierle Morrison
$ "/12"SLOPE •-d_" e'
10'(MAX)5'MAX IF SLICING
METHOD USED FOR INSTALLATION I CONSTRUCTION GRADE 9
LUMBER,FOUR FEET(4')LONG -------------------------------- 6"CONCRETE PAVEMENT y BBOTmn-SU Bou-west.Bozeman,M,i,nti,t,
m -------------------------------- 4'CONCRETE PAVEMENT o9Y
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10"MIN.DEPTH OF SE CO
MINUS -
/���� / / 4'MIN WAS THICKNESS S i "MINUS �/�/�// ozoza MINABIx Arcn nuu nw^cBxe.zgzs
/,;�/.�/.//�//�//�/� ��/�� CRUSHED BASE COURSE
WASHED ROCK BASE MATERIAL
SUBGRADE PER re
SPILL CURB NATIVE GROUND SUBGRADEPER GOETECHNICAL REPORT TMLL RIpHTS RESERVED
FASTEN WITH THREE(3)SON DIAGONAL GOETECHNICAL REPORT NATIVE GROUND a rcaoa are naio ee oaeavrep _
CABLE TIES WITHIN TOP EIGHT INCHES ay enawN+out onorwnnea germaaow�
LEVEL (8')OF FABRIC
NOTES:
CONTOUR NOTES: NOTES:
1. PRIOR TO PLACEMENT OF THE BASE COURSE,THE EXPOSED SUBGRADE SHALL BE y� u
NO SLOPE WRAP GEOTEXTILE 1. BABE COURSE COMPACTION SHALL CONFORM TO BECTION 02230(MPWBS). 1. TREATED PLACEMENT OFTHE BASE COURSE,THERECOMMENDATION EXPOSED SUBGRADE SHALL BE TREATED PER GEOTECHNICAL RECOMMENDATIONS. ;l
AROUND STAKES (. TREATED PER GEOTECHNICAL RECOMMENDATIONS.
\\^\\ 2. EXTEND CRUSHED BASE COURSE BEYOND BACK OF CURB BY DISTANCE OF NINE INCHES B) 2. INCORPAGGREGATERATEAMCOURSES IMUM RTICLE SIZE
OF OTO NE 02235 CHEMPW55 AND
\BEFORE DRIVING 3. CONTRACTION JOINTS SHALL BE PLACED AT IVINTERVALS AND SHALL HAVE A MINIMUM DEFTH OF'AND 2. CONCRETE CONCRETE
WITHBE LIGHT BROASS . AG REOPEBAECOURSE$HALESIZEPACTETO ONE-HALF INCHES(1-THE z
l l III ,,,III J\ 3. FINISH CONCRETE WITH LIGHT BROOM FINISH. 3. AGGREGATE BABE COURSE BHALL BE COMPACTED TO A MINIMUM OF 95%OF THE PER P
MINIMUM WIDTH OF�".
MA%IMUM DRY DENSITY AS DETERMINED BV ASTM D698. ��J KRAUSE w'
- _ SIX 4. THAN ANSION RVAUS.OINT MATERIAL SHALLBE PLACED ERIA ATALL P.C.NDT H CURB THE
S AND ATDEPTH OF THE RE
CURB
4. CONCRETE SHALL BE M40DO REINFORCED WITH REBAR AS NOTED ABOVE. �O 9 4 w'
-�-�1 MIN TRENCH THAN 300'INTERVALS.THE E%PANBION MATERIAL SHALL EXIENO THROUGH THE FULL DEPTH OF THE CURB a�/��25 =�WOVEN FABRIC(MIR 100X
OR EQUAL)OVER WIRE
MESH AND GUTTER. 5, REINFORCEMENT SHALL BE PLACED 2"ABOVE THE BOTTOM OF THE BLAB AND HAVE 1�" yt(n �
(9 CA,6x6 MESH) 5. 7
NO CURB AND GUTTER SHALL BE PLACED WITHOUT A FINAL FORM INSPECTION BY THE CITY ENGINEER OR MIN.CLEAR COVERTOEDGES. 4t3'S+/CEN5`t-� �HIS REPRESENTATIVE. 6. FINISH CONCRETE WITH LIGHT BROOM FINISH.
6. CONCRETE SHALL BE CLASS M400D.
ELEVATION VIEW 7. NOCURBAND GUT TER SHALL BE PLACED WITHOUT A FINAL FORM INSPECTION BY THE OWNER AND/OR
THEIR AUTHORIZED REPRESENTATIVE. 4-INCH THICK CONCRETE 6-INCH THICK REINFORCED
SILT FENCE DETAILS SPILL CURB DETAILS SIDEWALK DETAIL CONCRETE SECTION DETAIL
SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS C
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2'OR 2-1/2"SQUARE PERFORATED STANDARD VAN
GRADE 50 STEEL POST 3 70'
ACCESSIBLE PARKING ACCESSIBLE PARKING
7/16'DIA HOLES SPACED SPACE SIGN ASSEMBLY SPACE SIGN ASSEMBLY d C Tn
ONE INCH(1')ON-CENTERS ° � (6
SHIMS ARE NOT TO BE USED Z
LL CD a) LT
FASTEN POSTTO ANCHOR WITH 5/16'STEEL R7-8NA R7-BNA M�M p
(STAINLESS OR ZINC PLATED)CORNER BOLT, RESERVED (NOARROM RESERVED (NOARROV, W m m
FLAT WASHER,B NUT(SEE NOTE 2 BELOW) PARKING 12"x18' PARKING 12"x 11"
GROUND
LEVEL 'y100 FINE" W
R7-0A
PLAQUE
12"x 6" fNja
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INSERT SIGN PORT j - 4 / PLAQUE 7C 7C D
18'INTO ANCHOR - 2"SQUARE
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2ON- R3"SQU STEEL POST
50
3"ASPHALT
ARE, \\ -_ .x.
CONCRETE PAVEMENT NON-PERFORATED \ _
STEEL HEAVY
BREAKAWAY ANCHOR $100 FINE PLAQUE DETAIL a
6"MIN.DEPTH OF 1-1/2 MINUS
_ __ _ _ ___ ___ _ _ _ ___ _ _ CRUSHED BABE COURSE /
\\- FINISHED 1.6"GREEN O
// 10' IN.DEPTH OF 6"MINUS CONCRETE FOUNDATION j\ GROUND SERIES D
BABE COURSE (CLASS M-3D00 MINIMUM // SURFACE $100 FINE LETTERS O O
8V DIA x T-W MINIMUM) PERMIT REWIRE T
SUBGRADE PER \ ` m \ 1"GREEN SERIES > >
NATIVE GROUND GEOTECHNICAL REPORT K W
/ D LETTERS K
NOTES' NATIVE GROUNDJ SIGN BLANK 8 BORDER
BACKGROUND SAME AS R7-8A
1. PRIOR TO PLACEMENT OF THE BASE COURSE,THE EXPOSED SUBGRADE SHALL BE TREATED
PER GEOTECHNICAL RECOMMENDATIONS. /
2. AGGREGATE BASE COURSE SHALL CONFORM TO SECTION 02235 OF THE MPWSS AND 24'
INCORPORATE A MAXIMUM PARTICLE SIZE OF ONE AND ONE-HALF INCHES(1-112"). 13 \// MINIMUM
3. AGGREGATE BASE COURSE SHALL BE COMPACTED TO A MINIMUM OF 95°/g OF THE MAXIMUM SIGN POST FOUNDATION
DRY DENSITY AS DETERMINED BY ASTM D 698. //AA_a -V�i/ PER DETAIL 1 THIS SHEET
4. ASPHALT SHALL BE TYPE B OR APPROVED EQUAL WITH PERFORMANCE GRADE 58-28 BINDER IN �j�`- "
ACCORDANCE WITH AASHTO MPi COMPACTED TO A MINIMUM OF 97%OF THE MARSHALL UNIT NATIVE GROUND W
NOTES: ✓j///////� �
WEIGHT. SUPPORT AND CORRESPONDING ANCHOR 1. STEEL PASTS SHALL BE HOT-DIPPED IN BLUE PAINT m
5. THE FINISHED SURFACE MUST BE FREE OF RUTS,DEPRESSIONS,OR OTHER SURFACE DEFECTS SUPPORT ANCHOR GALVANIZED ZINC COATING AND FINISHED /n
EXCEEDING ONE-QUARTER INCH(1l41 AS MEASURED WITH A TEN FOOT(10')STRAIGHTEDGE WITH CONVERSION COATING AND A CLEAR NOTES: HE iF WHITE PAINT-STROKE WIDTH=3"MIN z 0
PARALLELING THE FINISHED SURFACE.MAKE CORRECTIONS BY SCARIFYING AND RELAYING TUBE WAL WEIGHT L TUBE WALL (MIN) O
ORGANIC TOP COAT.
SIZE WEIGHT THICKNESS N
SIZE THICKNESS 1. SIGNS MAY ALSO BE MOUNTED ON BUILDING FACE AS APPLICABLE AND
THE MIXTURE AT CONTRACTOR EXPENSE. 0.105' 0.180" 2. WHEN FASTENING POST TO ANCHOR, APPROVED BY OWNER.
2'X2" 2.42 LBIFT (12 GAUGE) 2-112'X2-012' 18.4LB/EA (7 GAUGE) CORNER BOLT HEAD FROM OPPOSITE SIDE OF REFER TO"STANDARD HIGHWAY SIGNS,2004 EDITION"APPENDIX Q_ 2
EXPECTED IMPACT.INSERT DRIVE RIVET INTO 2. SIGNS SHALL BE MOUNTED TO POST OR BUILDING USING NEOPRENE,
2-112'X2-112' 3.14 LB IFT D.105 3'X3" 23.0 LB/EA 0.188 OPPOSITE SIDE FOR ADDITIONAL STABILITY. FIBROUS,OR OTHER APPROVED NON-METALLIC WASHERS. (PAGE 6-31)FOR HANDICAPPED SYMBOL DESIGN
(72 GAUGE) (7 GAUGE) 3. ALTERNATE CRASH TESTED AND APPROVED
BREAKAWAY DEVICES MAY BE USED AS AN
STANDARD DUTY BITUMINOUS OPTION AS APPROVED BY THE ENGINEER. ACCESSIBLE PARKING ACCESSIBLE PARKING
(T� PAVEMENT DETAIL SIGN POST FOUNDATION DETAIL SIGN ASSEMBLY DETAIL (T� PAVEMENT MARKINGS DETAIL
SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS
PROJECT# DATE
2501 4/8/2025
Details
SHEET NUMBER
C300
4/3/2025 9:40:57 AM
N:\10594\002\ACADNSHEETS\10594.002-DETAILS.DWG