HomeMy WebLinkAbout017-C6.1-DETAILSDOWL WITH 24" NO. 5 REBAR,
3" INTO BACK OF CURB.
3" CLEAR (TYP. OF 2)
749-01Alpine Job #:
THIS SHEET IS INTENDED TO BE PRINTED IN
COLOR TO FULLY UNDERSTAND THE
INFORMATION BEING PRESENTED.
2025 ENCOMPASS DESIGN INC.C AN AFFORDABLE HOUSING DEVELOPMENT:ROCKY MOUNTAIN FLATSBOZEMAN, MONTANA1535 liberty lane
suite 110b
missoula, montana
59808
phone: 406.540.4437
24.115edinc Job #:
SITE PLAN REVIEW: 05/29/2025
REV. 02: SP RESUBMITTAL #2
C6.1
DETAILS
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 DETAIL6SCALE: NTS 2% MAXNOTE: ANY RECOMMENDATIONS IN THE SITE GEOTECHNICAL REPORT REGARDING
ASPHALT AND BASE GRAVEL SECTIONS SHALL TAKE PRECEDENCE OVER THIS DETAIL
ASPHALT PAVEMENT SECTION5SCALE: NTS
MIRAFI 160N GEOTEXTILE FABRIC
OR APPROVED EQUAL
COMPACTED SUBGRADE
6" THICK SECTION OF 1"
MINUS CRUSHED GRAVEL
12" THICK SECTION OF 6" MINUS
PIT RUN BASE GRAVEL
3" THICK SECTION OF COMPACTED
ASPHALT PAVEMENT
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 DETAIL9SCALE: NTS
U-STYLE BIKE RACK7SCALE: NTS
ON-SITE SIGN INSTALLATION DETAIL12SCALE: NTS
RESERVED
PARKING
PERMIT
REQUIRED
$100 FINE
VAN-ACCESSIBLE
SIGN MOUNTED PER
MANUFACTURER SPECIFICATIONS.
MUTCD R7-8 RESERVED PARKING
SIGN TO CONFORM WITH THE CITY
OF BOZEMAN STANDARDS.
2" PERFORATED
SQUARE TUBE POST
VAN ACCESSIBLE AS
NOTED ON SITE PLAN
18"
Ø 1 7/8" STEEL TUBING
19 7/8"
30-36"
IN-GROUND
OR FLUSH MOUNT PER
MANUFACTURER
SPECIFICATIONS
4" CONCRETE
PAD
3/4" WASHED ROCK
CONCRETE TO MATCH
SIDEWALK SECTION
MADRAX U190 U-STYLE BIKE
RACK OR APPROVED EQUAL
NOTE: JOINTS REQUIRED IN 10' MAX. INTERVALS
3' VALLEY GUTTER DETAIL
3'
1
2" PER 1' SLOPE
ASPHALT PARKING
SURFACE PER PLANS
4 SCALE: NTS
COMPACTED SUBGRADE
/ BASE GRAVELS PER
PARKING LOT SECTION
DETAIL
MIN. 6" THICK
M-4000 CONCRETE
#4 BARS ON 2'x2' GRID
CENTERED IN SLAB
12" THICK SECTION OF 1.5"
MINUS CRUSHED GRAVEL
ON-SITE CONCRETE SIDEWALK DETAIL3SCALE: NTS
1.50%
1.50%
STANDARD CURB & GUTTER DETAIL1SCALE: NTS
GRAVEL TRAIL DETAIL2SCALE: NTS
NON ARTERIAL DRIVE APPROACH DETAIL8SCALE: NTS
M-4500 CONCRETE
M-4500 CONCRETE
M-4500 CONCRETE
M-4500 CONCRETE
PROPRIETARY DESIGN RIGHTS NOTICE:
THIS DESIGN WAS ORIGINATED BY AND IS
THE EXCLUSIVE PROPERTY OF TRUEGRID.
IT IS DISCLOSED IN CONFIDENCE
WITH THEUNDERSTANDING THAT NO
REPRODUCTIONOR OTHER USE OF THE
INFORMATION ISAUTHORIZED WITHOUT
SPECIFIC AGREEMENT IN WRITING BY
TRUEGRID.
TRUEGRID BLOCK REFERENCE VIEW
NOTES:
1. BASE DEPTH AND PREPARATION IS DEPENDENT ON SITE CONDITIONS PLUS LOADING REQUIREMENTS.
2.TRUEGRID PRO PLUS PRODUCTS DESIGNED FOR LOAD CAPACITIES OF 120,000 LBS PER SQ. FT.
TRUEGRID PRODUCTS STRENGTHEN WITH FILL MATERIAL.
3.THE TRUEGRID PRO PLUS PRODUCT EXCEEDS H-20/HS-20 COMPRESSION LOAD TESTING. CHECK
OTHER SITE CONDITIONS AND SYSTEM COMPONENT REQUIREMENTS TO MEET H-20/HS-20 LOADING.
4.GEOTEXTILE FABRIC RECOMMENDED AND MAY BE REQUIRED BETWEEN SUB-GRADE & BASE FOR
CERTAIN SOILS AND SITE SPECIFIC REQUIREMENTS.
5.NO STAKING NECESSARY WITH TRUEGRID PRO PLUS WHEN SLOPE IS BELOW 3 DEGREES. ASSESS
PROJECT, AS NEEDED..
6.TRUEGRID PRO PLUS IS ADA COMPLIANT WITH PROPER FILL MATERIAL.
7.DENSLY GRADED BASE MATERIAL (TYP. ROAD BASE) SUBSTITUTION USE PER SITE SPECIFIC ENGINEER.
TRUEGRID PERMEABLE
PAVING SYSTEM
TRUEGRID FILL MATERIAL: 1.8" DEPTH
1/2" TO 3/4" UNIFORM SIZE, CLEAN,
WASHED, ANGULAR STONE (5/8" TYP)
FILLED FLUSH TO TOP
BASE
1" MINUS CRUSHED GRAVEL (ROAD MIX)
ADJOINING FINISH GRADE
TRUEGRID SURFACE FLUSH
OR SLIGHTLY RECESSED
MIRAFI 160N GEOTEXTILE
FABRIC OR APPROVED EQUAL
1.8"
9" MIN.
COMPACTED
SUBGRADE
FIRE LANE CROSS SECTION - GRAVEL FILL TRUEGRID PRO PLUS10SCALE: NTS SOURCE: TRUEGRIDPAVER.COM
PREASSEMBLED & DELIVERED IN 4' X 4' SHEET.
RECONFIGURED AS NEEDED.NO EXTRA
TOOLING OR ACCESSORIES REQUIRED
COMPACT CAR SIGN (12" x 18")
ARROW DIRECTION DIFFERS BASED
ON LOCATION ON SITE
FIRE LANE SIGN (12" x 18") (R7-32)
ASPHALT PAVEMENT SECTION OVER STORMTECH CHAMBERS11SCALE: NTS
OVER STORMTECH SYSTEM FOOTPRINTS, OMIT 6" MINUS PIT RUN BASE GRAVEL
SECTION AND INSTALL FULL GRAVEL SECTION AS 1" MINUS ROAD MIX BETWEEN
CHAMBER STONE AND ASPHALT. MINIMUM SECTION THICKNESS OF 11".
ADS GEOSYNTHETICS 301T NON-WOVEN GEOTEXTILE
SPECIFIED IN STORMTECH DETAILS
3" THICK SECTION OF COMPACTED ASPHALT PAVEMENT
6" THICK WASHED ROCK SECTION OVER
CHAMBERS PER STORMTECH DETAIL
INSTALL LAYER OF TENSAR HX5.5 GEOGRID ABOVE CHAMBER STONE. EXTEND GEOGRID AND
GRAVEL SECTION 3' MIN. PAST CHAMBER FOOTPRINT TO KEY INTO ADJACENT GRAVEL SECTIONS
TYPICAL ASPHALT
PAVEMENT SECTION
PER DETAIL
COMPACTED
SUBGRADE
3' MIN.
LANDSCAPE CURB13SCALE: NTS
INSTALL 6" TALL
LANDSCAPE CURB
ALONG BACK OF
SIDEWALK RAMPS
PER DETAIL 13/C6.1
REV
2
REV
2
CONCRETE SIDEWALK / PAD
PER DETAILS
(3) #4 REBAR @ 4" O.C.
CENTERED IN CURB
CRUSHED ROCK OR GRAVEL BASE
MATERIAL AS NEEDED FOR LEVELING
VARIES
(18" TYP.)
6"
VARIES AS NEEDED TO MAINTAIN
GRADE FOR ADJ. LANDSCAPING.
(6" TYP. ADJ. TO ADA LEVEL LANDING
AND DUMPSTER PADS)
BASE COURSE PER
CONCRETE SECTION DETAILS
COMPACTED SUBGRADE
ADJACENT LANDSCAPING
6" MIN.
JOINT SEALANT
34" MINUS CRUSHED ROCK
BASE. 6" MIN. THICKNESS
34" MINUS CRUSHED ROCK
BASE. 6" MIN. THICKNESS
3
4" MINUS CRUSHED ROCK
BASE. 6" MIN. THICKNESS
REV
2
REV
2
REV
2