HomeMy WebLinkAbout106 C6.0 - DETAILSPROJECT NO:
DATE:
ENGINEER:
REVISIONS
DATENO.DESC.
SHEET OF
587-04
1/26/2026
JG
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8 DELTA GAMMA SITE ALTERATIONBOZEMAN, MONTANASITE PLAN SUBMITTAL9
TAOMNNA
RN GEO
S
EF
SI NA LROP EINECOTE
ETHAN L
No. 60593PE
ELICNES D01/26/2026
SANITARY SEWER CLEANOUT DETAIL5SCALE: NTS
NOTE: ANY RECOMMENDATIONS IN THE SITE GEOTECHNICAL REPORT REGARDING
ASPHALT AND BASE GRAVEL SECTIONS SHALL TAKE PRECEDENCE OVER THIS DETAIL
ASPHALT PAVEMENT SECTION9SCALE: 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
NOTE: JOINTS REQUIRED IN 10' MAX. INTERVALS
3' VALLEY GUTTER DETAIL
3'
12" PER 1' SLOPE
ASPHALT PARKING
SURFACE PER PLANS
8 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
WATER SERVICE LINE DETAIL (PROFILE)2 SCALE: NTS
WATER SERVICE LINE DETAIL (PLAN)3 SCALE: NTS
SANITARY SEWER SERVICE LINE DETAIL4SCALE: NTS
C6.0
WATER SERVICE LINE1SCALE: NTS
STANDARD CURB & GUTTER DETAIL6SCALE: NTS DETAILSSTREET SURFACE
5 1/2' BOULEVARD (TYP.)
5' SIDEWALK
(TYP.)
PROPERTY LINE OR
EASEMENT LINE
STEEL POST MARKER
PAINTED BLUE
GROUND SURFACE
CURB BOX
PROVIDE 5' STATIONARY
ROD IN ALL CURB BOXES
CURB STOP
BASE MATERIAL
CORPORATION STOP
TRENCH BOTTOM
3/4" DIA. MIN.
SERVICE PIPE
4'
1'
2.5'
6" MIN.
6 1/2' MIN.
COVER
WATER MAIN
SELECT MATERIAL BACKFILL AREA
(SEE SPECIFICATIONS)
DETAIL OF A
PROPERLY
INSTALLED
CORPORATION
STOP.
TAP MAIN AT
SPRINGLINE
SEE DETAIL
BELOW
NO COUPLINGS OR OTHER JOINTS ALLOWED ON SERVICE PIPE FROM
CORP. STOP TO CURB STOP FOR 3/4" AND 1" SERVICES. STRAIGHT
COPPER PIPE SHALL BE USED FOR 1 1/2" AND 2" SERVICES
NOTES:
1. WATER SERVICE LINES SHALL HAVE A MINIMUM 6.5' COVER MEASURED FROM THE EXISTING GROUND SURFACE, EXCEPT THAT COVER SHALL BE MEASURED FROM
CENTER LINE STREET GRADE WHEN SERVICE LINES ARE LAID TO A STREET SIDE WHICH HAS AN UPHILL SLOPE. WATER SERVICE LINES SHALL HAVE A MAXIMUM 7.5'
COVER AT CURB STOP.
2. WATER SERVICE LINES SHALL BE INSTALLED WHERE SHOWN ON THE DRAWINGS OR AS SPECIFIED.
3. BEDDING SHALL BE 1" DIA. MAXIMUM WITHIN 6" OF SERVICE PIPE.
4. INSTALL CURB STOP SO THAT OPERATING KEY IS PARALLEL TO STREET IN OFF-POSITION.
5. NO COUPLINGS OR OTHER JOINTS ALLOWED ON SERVICE PIPE FROM CORPORATION STOP FOR 3/4" AND 1" SERVICES.
6. STRAIGHT COPPER PIPE SHALL BE USED FOR 1-1/2" AND 2" SERVICES.
7. TAP MAIN AT SPRINGLINE.
8. PROVIDE 5' STATIONARY ROD IN ALL CURB BOXES.
9. INSTALL DETECTABLE WARNING TAPE 18" TO 24" BELOW FINISHED GRADE OVER WATER SERVICE FROM MAIN TO CURB BOX.
10. IF TYPICAL CURB BOX LOCATIONS CANNOT BE MET (I.E. 8 FT SETBACK BEHIND PROPERTY LINE TO ACCOMMODATE DRY UTILITIES), ALTERNATE CRITERIA MAY BE
APPLIED UPON APPROVAL OF THE CITY ENGINEERING DIVISION. THE FOLLOWING CONDITIONS SHOULD BE MET:
- CURB BOXES ARE PREFERABLY LOCATED ON OR NEAR THE PROPERTY OR EASEMENT LINE.
- SUITABLE LOCATIONS ARE PROVIDED FOR DRY UTILITIES THAT DO NOT CONFLICT WITH CURB BOXES OR ABILITY TO CONNECT TO SERVICE STUBS IN FUTURE.
- CURB BOXES MUST BE A MINIMUM OF 3 FEET FROM ALL FOUNDATIONS AND STRUCTURES.
- CURB BOXES ARE ACCESSIBLE TO BE TURNED ON AND OFF AT ALL TIMES AND MUST NOT BE LOCATED IN PARKING AREAS.
- SERVICE STUBS FOR FUTURE CONNECTION MUST NOT BE LOCATED IN PAVED AREAS.
- ALL CURB STOPS LOCATED IN PAVEMENT SHALL HAVE A VALVE BOX RISER AROUND THE TOP OF THE CURB STOP.
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TAP BY CONTRACTOR
VARIES
1.5% SLOPE
(2% MAX)
WIDTH PER PLAN
NOTES:
1.PROVIDE TRANSVERSE CONTRACTION JOINTS AT LENGTHS APPROXIMATELY EQUAL TO THE WIDTH
OF THE SIDEWALK OR WITH A MINIMUM SPACING OF 5 FT. JOINTS SHALL BE CUT AT LEAST 1" DEEP.
2.EXPANSION JOINTS SHALL BE PLACED AT APPROXIMATELY 25 FT INTERVALS AND AT JUNCTIONS
WITH SIDEWALKS AND FOUNDATIONS.
3.EXPANSION JOINT MATERIAL TO BE 12" THICK BITUMINOUS TREATED FIBERBOARD OR APPROVED
EQUAL. PLACE JOINT SEALANT OVER ROPE BACKING SET IN 1 12" DEEP BY 34" WIDE GROOVE.
4.ROUND ALL EDGES WITH EDGING TOOL.
CONCRETE SIDEWALK SECTION7SCALE: NTS
COMPACTED SUBGRADE
4" THICK M-4000 CONCRETE
6" MIN. THICK COMPACTED
34" MINUS CRUSHED ROCK BASE