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HomeMy WebLinkAbout012 - C702 Utility DetailsSLOPE SHELF AT 1" PER FOOT RADIUS OF MANHOLE SECTION A-A FRAME AND COVER TO BE EITHER D&L A-1172 RING & A-1178 COVER, EJIW 3771 / 3772 SERIES, OR APPROVED EQUAL. (COVERS SHALL BE STAMPED WITH THE WORDS "SANITARY SEWER" OR "STORM SEWER" AS APPROPRIATE AND HAVE TWO 1" PICK HOLES) MANHOLE RING AND COVER SHALL BE ADJUSTED TO GRADE OF PAVEMENT SURFACE AS REQUIRED USING VARIABLE LENGTH SECTIONS AS REQUIRED MANHOLE STEPS AT 16" ON CENTER 24" OR 27" OPENING ADJUSTABLE RINGS 4" MIN TO 12" MAX FLAT SLAB COVER CUTOUTS AS REQUIRED A A CHANNEL = 1/2 DIAMETER OF PIPE SHELF: SLOPE AT 1" PER FOOT TOWARDS CHANNEL SEE CHANNEL DETAIL PRECAST OR POURED-IN-PLACE BASE. POURED-IN-PLACE BASE, MINIMUM CONCRETE THICKNESS BELOW PIPE IS EIGHT INCHES (8"). PRECAST BASE, MINIMUM THICKNESS TO BE SIX INCHES (6"). POURED-IN-PLACE BASE TO EXTEND BEYOND OUTER EDGE OF MANHOLE WALL. NOTES: 1.ALL JOINTS BETWEEN MANHOLE SECTIONS, ADJUSTING RINGS, MANHOLE RING & TOP SECTION, AND AROUND PIPE INTO MANHOLE SHALL BE WATERTIGHT. JOINTING MATERIAL SHALL BE "RAM-NEK" OR APPROVED EQUAL FOR ALL JOINTS EXCEPT BETWEEN PIPE AND MANHOLE WALL. 2.ADJUSTING RINGS AND CASTING SHALL BE CENTERED ON MANHOLE. 3.REMOVE SHIMS AND GROUT ANY GAPS BETWEEN THE CASTING, ADJUSTING RINGS, AND BARREL. REMOVE EXCESS GROUT. 4.GROUT ALL LIFTING HOLES IN BARREL. 5.ALL LATERAL PIPES SHALL BE FINISHED FLUSH WITH INNER BARREL WALL. NOTE: STORM DRAIN MANHOLES SHALL NOT HAVE FORMED CHANNELS AND THE LOWEST PIPE INVERT SHALL BE NINE INCHES (9") HIGHER THAN THE BOTTOM OF THE MANHOLE. 8" 6" MIN 12" MAX 4'-0" 2" THICK SAND CUSHION GRANULAR BEDDING MATERIAL (TYP) WATER OR SEWER LINE TRENCH BOTTOMTRENCH WALLTRENCH WALLALT. "B" INSTALLATION (TOP & BOTH SIDES): 4" THICK INSULATION BOARD - 8' MIN LENGTH ALONG WATER OR SEWER LINEALT. "A" (TOP ONLY) INSTALLATION (TOP ONLY): 4" THICK x 8' WIDE INSULATION BOARD CENTERED OVER WATER OR SEWER LINE - 8' MIN LENGTH ALONG WATER OR SEWER LINE * FOR CULVERT CROSSINGS, PROVIDE 18" MIN VERTICAL SEPARATION BETWEEN CULVERT AND WATER OR SEWER LINE * NOTES: 1.INSTALL INSULATION OVER ALL WATER AND/OR SEWER LINES WITH LESS THAN 6'-6" COVER TO FINISHED GRADE OR WITHIN 2' BELOW A CULVERT. NOTIFY ENGINEER PRIOR TO PLACING INSULATION. 2.INSTALL INSULATION IN TWO, 2" THICK LAYERS. ROTATE ORIENTATION OR STAGGER JOINTS TO PROVIDE 2' MIN OVERLAP BETWEEN JOINTS. INSULATION SHALL EXTEND A MINIMUM OF 4' BEYOND THE OUTER WALLS OF THE CULVERT. 3.INSULATION BOARD SHALL BE 2" THICK EXTRUDED POLYSTYRENE INSULATION BOARD PER AASHTO M230-70. 4.SAND MAY BE USED TO PROVIDE THE BASE. INSULATION SHALL BE COVERED WITH 12" OF SAND OR OTHER OTHER SUITABLE GRANULAR BASE PRIOR TO COMPACTION OR ADDITIONAL BACKFILLING. 1'-0" (MIN) & 2'-0" (MAX) WATER SERVICE LINE STUB (SEE C.O.B. STANDARD DRAWING NO. 02660-6) PROPERTY LINE OR EASEMENT SERVICE LINE 1'-0" (MIN) & 2'-0" (MAX) 1'-0" (MIN) & 2'-0" (MAX) FOUNDATION WALL BACKFLOW PREVENTION ASSEMBLY (AS REQUIRED) TO DOMESTIC FIXTURES DOWNSTREAM SHUT-OFF** FLOOR METER* ANGLE STOP OR STRAIGHT STOP *METER SHALL BE SAME SIZE AS INCOMING LINE - NO EXCEPTIONS, METER MUST CONNECT DIRECTLY TO ANGLE OR STRAIGHT STOP AND BACKFLOW DEVICE **DOWNSTREAM SHUT-OFF VALVE MUST BE SEPARATE FROM BACKFLOW DEVICE DETAIL A TYPICAL WALL PENETRATION (NOT TO SCALE) 1'-0" (MIN) TO DOMESTIC FIXTURES DOWNSTREAM SHUT-OFF** FOUNDATION WALL METER* ANGLE STOP BACKFLOW PREVENTION ASSEMBLY (AS REQUIRED) QUARTER-BEND COUPLING (1-1/2" & 2" SERVICES ONLY) *METER SHALL BE SAME SIZE AS INCOMING LINE - NO EXCEPTIONS, METER MUST CONNECT DIRECTLY TO ANGLE OR STRAIGHT STOP AND BACKFLOW DEVICE **DOWNSTREAM SHUT-OFF VALVE MUST BE SEPARATE FROM BACKFLOW DEVICE DETAIL B TYPICAL FLOOR PENETRATION (CRAWL SPACE) (NOT TO SCALE) WATER MAIN CURB STOP AND BOX NEAREST FOUNDATION WALL TO CURB STOP SEE DETAILS A & B BELOW6'-6" (78") (MIN) COVER WATER SERVICE LINE INSTALLED BY CUSTOMER (SERVICE APPLICATION & PLUMBING PERMIT REQUIRED) INSTALLATION REQUIREMENTS: 1.WATER SERVICE LINE INSTALLATIONS SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF BOZEMAN WATER SUPERINTENDANT. 2.SERVICE LINES SHALL BE TYPE K COPPER FOR 3/4", 1", 1-1/2", AND 2" SERVICES. REFER TO C.O.B. STANDARD DRAWING NO. 02660-12 FOR 4" AND LARGER DOMESTIC SERVICE LINES. SERVICE LINES BETWEEN 2" AND 4" ARE NOT ALLOWED. 3.STRAIGHT COPPER TUBING SHALL BE USED FOR 1-1/2" AND 2" SERVICES. 4.SERVICE LINES SHALL BE BEDDED 3" UNDER AND OVER THE PIPE WITH SAND. NATIVE MATERIAL MAY BE USED AS BEDDING IF IT CONFORMS TO THE REQUIREMENTS OF MONTANA PUBLIC WORKS STANDARD DRAWING 02221-2 AND DOES NOT CONTAIN ANY MATERIAL LARGER THAN 3/4". 5.PROVIDE FLEXIBLE, WATER TIGHT CONNECTION FOR ALL WALL OR FLOOR PIPE PENETRATIONS. 6.METERS SHALL BE INSTALLED BY THE CITY WATER DEPARTMENT AT CUSTOMERS' EXPENSE. 7.NO SERVICE LINE SHALL BE BACKFILLED UNTIL IT HAS BEEN INSPECTED AND APPROVED BY THE WATER DEPARTMENT. 8.CONTACT CITY OF BOZEMAN WATER DEPARTMENT FOR APPROVED LIST OF COPPER CONNECTIONS. 9.WATER SERVICE LINE MAY BE REDUCED TO A SMALLER SIZE THAN THE WATER SERVICE STUB. REDUCTION MUST BE MADE WITHIN 18" OF CURB STOP. 10.METER, BACKFLOW PROTECTION, AND INCOMING SERVICE LINE MUST ALL BE THE SAME SIZE.0.75'6"MIN4" CONCRETE SLAB W/#4 BARS @ 18" OCEW #4 BARS @ 15" MAX. OCEW (CENTERED) JOINT FILLER CONCRETE WALKWAY PER CIVIL NOTE: 1.ALL STEPS ARE 5' IN WIDTH. 2.CONTRACTOR TO VERIFY RISE AND TREAD DIMENSIONS OF EACH SET OF STEPS BEFORE CONSTRUCTING. 3.HANDRAIL REQUIRED ON BOTH SIDES OF STEPS. JOINT FILLER VARIES SEE PLANS 4" TYP. R13 4 "TYP. 4" TYP. 1'-0" TYP. VARIES 34"-38"112"Ø COLOR COATED STEEL SAFETY RAILING (TYP.) (COLOR PER OWNER) SIM. SECTION B C9.2 GROUT POST INTO STEPS WITH HIGH STRENGTH, NON-SHRINK GROUT (TYP.)VARIESSEE PLANS4" MIN7" MAXCOMPACTED SUBGRADE 5'-0" 4"x14" STEELBARRIER 112"Ø COLOR COATED STEEL SAFETY RAILING (COLOR PER OWNER) (TYP.) 4" MIN. CRUSHED BASE COURSE - 112" MINUS 4" CONCRETE RAMP GROUT POST INTO RAMP WITH HIGH STRENGTH, NON-SHRINK GROUT TYP. TYP. 4"4"MAX1'-0"TYP.3'-0"TYP.VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2023COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\5659\019 - SWX SITE PLANS 1-3\ACAD\SHEETS\C702 UTILITY DETAILS.DWGREVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net engineers surveyors planners scientists MorrisonMaierle PLOTTED BY:CELINE SAUCIER ON Jul/14/2023 SRX CLUB HOUSE BOZEMAN MONTANA UTILITY DETAILS 5659.019 11 C702 CMS CMS JAU 07/14/2023 R Know what's below. before you dig.CallKnow what's below. before you dig.Call R 1 STANDARD STRAIGHT MANHOLE DETAIL NOT TO SCALE 2 PIPE INSULATION NOT TO SCALE NOT TO SCALE WATER SERVICE LINE FROM CURB STOP TO BUILDING - LINES 2" AND SMALLER 02660-153STAIR DETAIL NOT TO SCALE No. 49499 CELINE M PROFESSIONAL E N G INEERM O N TANA LICENSED SAUCIER