HomeMy WebLinkAbout025-C400-CivilDetailsDRAWING:Print Date:Copyright 2024, Graham Engineering LLC10/24/2025 9:32 AMZ:\PROJECTS\ENCOMPASS\25008-EDMT-HIGHLANDS\CAD\HIGHLANDS_C400_CIVIL-DETAILS.DWG
DRAWING NUMBER:Checked:Drawn:PROJECT NO:GRAHAM ENGINEERING LLCDATE DESCRIPTION
REVISIONS
This drawing and all related documents (including those on electronic media) were prepared by GRAHAMENGINEERING LLC, except as noted otherwise herein, as instruments of service, and shall remain the property ofGRAHAM ENGINEERING LLC. The information shown herein shall be used only by the client to whom the service arerendered and only for the purpose of constructing or installing the work as shown at the designated location and site.Any other use of said documents, including (without limitation) any reproduction or alteration, is strictly prohibited, andthe user shall hold harmless and indemnify GRAHAM ENGINEERING LLC from all liabilities which may arise fromsuch unauthorized use. Such use hall cause the waiver of expressed or implied warranties and shall serve anyliabilities which may arise from construction, use or result of such unauthorized use or changes.ORIGINAL DATE:
PERMIT DATE:
IFC DATE:CIVIL DETAILSHIGHLANDS APARTMENTSC400 ZWGTMRBOZEMAN, MT25008_EDMT-HIGHLANDS10/24/2025
SCALE: NTS
ADA RAMP #1 8
C400
SCALE: NTS
ASPHALT PAVEMENT - REGULAR DUTY 1
C400
6"
3"
NOTES:
1.PRIOR TO PLACING STRUCTURAL FILL, SUBGRADE SHOULD BE PREPARED ACCORDING
RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT. IF SOFT SOILS
ARE ENCOUNTERED, THEY SHOULD BE REMOVED AND REPLACED IN ACCORDANCE WITH
THE GEOTECHNICAL REPORT AND ONSITE GEOTECHNICAL OBSERVER.
2.LIFTS OF FILL ARE TO BE COMPACTED IN LAYERS NO GREATER THAN 8" THICK.
3.FILL TO BE WITHIN 2% OF OPTIMUM MOISTURE.
ASPHALT PLACED IN LIFTS AND COMPACTED
TO STANDARD PER GEOTECH REPORT
IMPORTED CRUSHED BASE COURSE PLACED
AND COMPACTED IN ACCORDANCE WITH
GEOTECH RECOMMENDATIONS.
SEE EARTHWORK AND PAVEMENT SECTIONS
OF THE GEOTECHNICAL REPORT FOR
SUBGRADE PREPARATION UNDER PAVEMENT
SCALE: NTS
CONCRETE PAVEMENT- LIGHT DUTY 2
C400
6"
4"
NOTES:
1.PRIOR TO PLACING STRUCTURAL FILL, SUBGRADE SHOULD BE PREPARED ACCORDING
RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT. IF SOFT SOILS
ARE ENCOUNTERED, THEY SHOULD BE REMOVED AND REPLACED IN ACCORDANCE WITH
THE GEOTECHNICAL REPORT AND ONSITE GEOTECHNICAL OBSERVER.
2.LIFTS OF FILL ARE TO BE COMPACTED IN LAYERS NO GREATER THAN 8" THICK.
3.FILL TO BE WITHIN 2% OF OPTIMUM MOISTURE.
*SECTION MAY VARY FROM GEOTECHNICAL REPORT. LES SCHWAB MINIMUM SECTION IS 3"
ASPHALT PAVEMENT OVER 9" AGGREGATE BASE COURSE.
SEE EARTHWORK AND PAVEMENT SECTIONS
OF THE GEOTECHNICAL REPORT FOR
SUBGRADE PREPARATION UNDER PAVEMENT
NOTES:
1.SEE SITE PLAN (C100) FOR JOINTS
2.CONCRETE SHOULD HAVE MINIMUM ENTRAINED AIR CONTENT OF 5.0% AND
UTILIZE TYPE V CEMENT.
3.SUBGRADE SHOULD BE PREPARED ACCORDING TO RECOMMENDATIONS PROVIDED IN THE
GEOTECHNICAL REPORT. IF SOFT SOILS ARE ENCOUNTERED, THEY SHOULD BE REMOVED
AND REPLACED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT.
4.ALL CONCRETE PAVEMENT TO HAVE A LIGHT BROOM FINISH.
*REFER TO GEOTECHNICAL REPORT FOR ALL MATERIAL THICKNESS UNLESS DIRECTED
OTHERWISE BY OWNER.
SCALE: NTS
CONCRETE PAVEMENT - MEDIUM DUTY 3
C400
12"
4"
SCALE: NTS
CONCRETE PAVEMENT - HEAVY DUTY 4
C400
6"
6"
NOTES:
1.PRIOR TO PLACING STRUCTURAL FILL, SUBGRADE SHOULD BE PREPARED ACCORDING
RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT. IF SOFT SOILS
ARE ENCOUNTERED, THEY SHOULD BE REMOVED AND REPLACED IN ACCORDANCE WITH
THE GEOTECHNICAL REPORT AND ONSITE GEOTECHNICAL OBSERVER.
2.LIFTS OF FILL ARE TO BE COMPACTED IN LAYERS NO GREATER THAN 8" THICK.
3.FILL TO BE WITHIN 2% OF OPTIMUM MOISTURE.
IMPORTED 1"-MINUS CLEAN CRUSHED ROCK
PLACED AND COMPACTED IN ACCORDANCE
WITH GEOTECH RECOMMENDATIONS.
SEE EARTHWORK AND PAVEMENT SECTIONS
OF THE GEOTECHNICAL REPORT FOR
SUBGRADE PREPARATION UNDER PAVEMENT
IMPORTED GRANULAR STRUCTURAL FILL
PLACED AND COMPACTED IN ACCORDANCE
WITH GEOTECH RECOMMENDATIONS.
12"
SEE EARTHWORK AND PAVEMENT SECTIONS
OF THE GEOTECHNICAL REPORT FOR
SUBGRADE PREPARATION UNDER PAVEMENT
CONCRETE PAVEMENT - REFER TO
GEOTECHNICAL REPORT
CONCRETE
SECTION PER
CONCRETE
PAVEMENT
DETAIL
2'-0"
BASE COURSE
PER ASPHALT
SECTION DETAIL
SUBGRADE
PER GEOTECH
TRANSITION LENGTH
AS REQUIRED
1:12 TRANSITION
SLOPE
BASE COURSE
PER CONCRETE
PAVEMENT DETAIL
TACK COAT PER
SPECIFICATIONS
PLACE ASPHALT IN
TRANSITION AREA IN
(2) LIFTS
ASPHALT SECTION
PER ASPHALT
PAVEMENT DETAIL
SCALE: NTS
ASPHALT/CONCRETE JOINT DETAIL 5
C400 SCALE: NTS
CURB & GUTTER 6
C400 SCALE: NTS
DRIVEWAY APPROACH 7
C400
5.00'7.00'5.00'
DETECTABLE WARNING
SURFACE
6.00'
7.00'
2.00'
CONCRETE CURB
& GUTTER
8.33% MAX8.33% MAX 8.33% MAX1.50% MAX
1.50% MAX
1.50% MAX0.50'
TOP OF CURB
FLARED SIDE RAMP FLARED SIDE
8.33% MAX
NO LIP - SEE DROP CURB FOR
PEDESTRIAN RAMPS 6/C400
8.33% MAX
6.00'7.00'
0.79'
1.21'
0.33'
0.50'
2.00% MAX
CATCH DROP CURB FOR
PEDESTRIAN RAMPS - SEE 6/C400
4.50% MAX
REGULAR DUTY
ASPHALT - SEE 1/C400
LIGHT DUTY CONCRETE
PAVEMENT - SEE 2/C400
COMPACTED SUBGRADE
PER 1/C400
8.33% MAX
A A
B
B
SECTION A-A
SECTION B-B
10/24/2025
CONCRETE PAVEMENT - REFER TO
GEOTECHNICAL REPORT
CONCRETE PAVEMENT - REFER TO
GEOTECHNICAL REPORT
IMPORTED 1"-MINUS CLEAN CRUSHED ROCK
PLACED AND COMPACTED IN ACCORDANCE
WITH GEOTECH RECOMMENDATIONS.
IMPORTED 1"-MINUS CLEAN CRUSHED ROCK
PLACED AND COMPACTED IN ACCORDANCE
WITH GEOTECH RECOMMENDATIONS.
IMPORTED CRUSHED SUB-BASE COURSE
PLACED AND COMPACTED IN ACCORDANCE
WITH GEOTECH RECOMMENDATIONS.15"
0'-6"
SUBBASE
COURSE PER
ASPHALT
SECTION DETAIL
COMPACTED SUBGRADE
PER 2/C400