HomeMy WebLinkAbout014 C6.1 Civil DetailsPROJECT NO:
DATE:
ENGINEER:
REVISIONS
DATENO.DESC.
SHEET OF 12
22002
January 6, 2023
ELCCOTTAGES AT BLACKWOOD GROVESBOZEMAN, MONTANABLOCK 14 CIVIL SITE PLANTAOMNNA
RN GEO
S
EF
SI NA LROP EINECOTE
ETHAN L
No. 60593PE
ELICNES D01/06/2023
C6.1 CONSTRUCTION DETAILSBOULEVARD ALLEY APPROACH DETAIL7SCALE: NTS
CONCRETE SIDEWALK DETAIL11SCALE: NTS
INTEGRAL CONCRETE CURB & GUTTER1SCALE: NTS
RESIDENTIAL DRIVEWAY APPROACH
AND SIDEWALK DETAILS8SCALE: NTS
1.50%
1.50%
NOTE: JOINTS REQUIRED IN 10' MAX. INTERVALS
3' VALLEY GUTTER DETAIL
3'
12" PER 1' SLOPE
ASPHALT PARKING
SURFACE PER PLANS
3 SCALE: NTS
COMPACTED SUBGRADE / BASE GRAVELS
PER PARKING LOT SECTION DETAIL
MIN. 6" THICK
M-4000 CONCRETE
#4 BARS ON 18"x18" GRID
CENTERED IN SLAB
12" THICK SECTION OF 1.5"
MINUS CRUSHED GRAVEL
24" MIN
INSTALL DETECTABLE
WARNING SURFACE ACROSS
ENTIRE WIDTH OF RAMP
1:12 MAX6" THICK CONCRETE RAMP AND
LEVEL LANDING PAD
W/ 3" COMPACTED GRAVEL BASE
DROP CURB (NO LIP)
INTEGRAL CURB
& GUTTER
18" TRANSITION FROM
DROP CURB TO FULL
HEIGHT CURB
5'x5' MIN. LEVEL
LANDING PAD
2% MAX2% MAX
SIDEWALK
PER PLAN
5% MAX
SLOPE WITHIN
4' OF CURB
ADA SIDEWALK RAMP DETAIL4SCALE: NTS 2% MAXNOTE: ANY RECOMMENDATIONS IN THE SITE GEOTECHNICAL REPORT REGARDING
ASPHALT AND BASE GRAVEL SECTIONS SHALL TAKE PRECEDENCE OVER THIS DETAIL
ASPHALT PAVEMENT SECTION2SCALE: NTS
MIRAFI 500X GEOTEXTILE FABRIC
OR APPROVED EQUAL
COMPACTED SUBGRADE
6" THICK SECTION OF 1.5"
MINUS CRUSHED GRAVEL
12" THICK SECTION OF 6" MINUS
PIT RUN BASE GRAVEL
3" THICK SECTION OF COMPACTED
ASPHALT PAVEMENT
NON RESIDENTIAL DRIVEWAY APPROACH9SCALE: NTS
CONCRETE STORM DRAINAGE
OUTLET AND INLET CHASES10SCALE: NTS
12
ADA STALL
WITDH PER PLAN
(8' TYP.)
LOADING ZONE
WIDTH PER PLAN
(8' TYP.)
INTERNATIONAL SYMBOL
OF ACCESSIBILITY.
INTEGRAL CURB
& GUTTER
4" THICK
CONCRETE
SIDEWALK.
WIDTH VARIES
PER PLAN
5' WIDE
MIN. LEVEL
LANDING PAD
DEPRESSED TO
DROP CURB
ELEVATION
2% MAX SLOPE
INSTALL DETECTABLE
WARNING SURFACE ACROSS
ENTIRE WIDTH OF RAMP
24" MINDROP CURB (NO LIP)
1:12 MAX1:12 MAX
6' RAMP
(TYP. OF 2)
4" THICK SOLID YELLOW
PAINTED LINES
18'
2% MAX SLOPE IN ALL
DIRECTIONS ACROSS ADA
STALL AND LOADING ZONE
4" THICK
CONCRETE
SIDEWALK.
WIDTH VARIES
PER PLAN
PARKING STALL PER PLAN
(EITHER STANDARD 9' WIDE
STALL OR ADA STALL)
ADA PARKING SIGN
ADA PARKING STALL AND SIDEWALK RAMP DETAIL5SCALE: NTS
NOTES:
1.SPACE CONTRACTION JOINTS TO MATCH THE WIDTH OF TRAIL.
2.INSTALL EXPANSION JOINT MATERIAL AT EVERY FIFTH JOINT
FOR THE FULL DEPTH OF CONCRETE.
3.FINISH CONCRETE WITH LIGHT BROOM FINISH.
CONCRETE CLASS 1 TRAIL SECTION6SCALE: NTS
COMPACTED SUBGRADE3" THICK MIN. SECTION OF
1.5" MINUS WASHED ROCK
6" THICK SECTION CLASS M4000 CONCRETE
REINFORCED WITH 1.5 POUNDS PER CUBIC
YARD OF FIBER MESH
4:1 MAX
4:1 MAX
8' MIN. WIDTH
2% MAX SLOPE
REFERENCE: C.O.B. STD. DWG. NO. 02529-17