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HomeMy WebLinkAbout027 - C-1204 - MISCELLANEOUS DETAILS8" 6" MIN12" 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 MAIN * NOTES: 1.INSTALL INSULATION OVER ALL WATER LINES WITH LESS THAN 6'-6" COVER TO FINISHED GRADE, SEWER LINES WITH LESS THAN 5'-0" COVER TO FINISHED GRADE, OR WITHIN 2' BELOW AN OPEN AIR 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. COMPACTED ROAD SECTION 12" TYPICAL N-12 DOUBLE WALL CORRUGATED POLYETHYLENE CULVERTS WITH END CAPS AND BAND FINISH GRADE SURFACING MIN 12" NOTES: 1. EXTEND CONDUITS 3 FT PAST BACK OF SIDEWALK. 2. MAINTAIN MIN 4 FT FROM PARALLEL SIDEWALKS AT INTERSECTIONS. 3. INSTALL CAPS AND LOCATE DISKS ON CONDUIT ENDS. 4. BED ALL PIPE IN ACCORDANCE WITH MPWSS STD. DWG. NO 02221-1, TYPICAL UTILITY TRENCH DETAILS. MIN 30" MAX 40" 1.FIRST CULVERT FOR ELECTRIC 2.SECOND CULVERT FOR COMMUNICATIONS 3.THIRD CULVERT FOR NATURAL GAS STORM PIPE 3 1 ANGU L A R R I P R A P D50 = 1 2" EXISTING SUBGRADE RIP-RAP APRON 2' DEPTH (MIN.) STORMWATER POND INSLOPE 4:1 (TYP.) RCP FLARED END SECTION SIZE VARIES TOE OF POND INSLOPE STORM PIPE FLARED END SECTION GEOTEXTILE FILTER FABRIC PER MDT STANDARD SPECIFICATION TABLE 716-5 (EXCERPT BELOW) IF MATERIAL TYPE TRANSITION IS REQUIRED BETWEEN STORM PIPE AND RCP FLARED END - USE MARMAC COUPLER AND/OR NON-SHRINK GROUT (1" ANNULAR SPACE MINIMUM)15' MIN. LENGTH2 X OUTFALL FLARED END WIDTH (TYP.) [1' MIN.] 1' MIN. (TYP.) 1' MIN. (TYP.) FLARED END WIDTH A A B A A A A ABB 6"'6"'1.00'2.00' 2.00'0.38'2.00'6"'812"'2.00'1"'714"'14"'DRIVEWAY PED RAMP CATCH SPILL (ROTATED FORM)6"'6"'2.00'14"'RIBBON 6"'2.00' 34" / 12" SLOPE 1.5% SLOPE 1.5% SLOPE 2.00'614"'PED RAMP (ROTATED FORM, ADJUSTED BACK OF CURB)34"'712"'2.00'0.24'DRIVEWAY (ROTATED FORM, ADJUSTED BACK OF CURB) 12" / 12" SLOPE 34"'2"'2"'0.79'0.79' 0.79' 0.50' 0.75'0.45'12"'12"'0.80' 0.50' 0.75'0.60'1.00'6"'0.54'SPILL (ROTATED FORMS)CATCH 0.13'6"'6"'34" / 12" SLOPE 34" / 12" SLOPE 12" / 12" SLOPE 12" / 12" SLOPE6"'14"'RIBBON STORM PIPE 3 1 ANGU L A R R I P R A P D50 = 1 2" EXISTING SUBGRADE RIP-RAP APRON 2' DEPTH (MIN.) STORMWATER POND INSLOPE 4:1 (TYP.) RCP FLARED END SECTION SIZE VARIES TOE OF POND INSLOPE STORM PIPE FLARED END SECTION GEOTEXTILE FILTER FABRIC PER MDT STANDARD SPECIFICATION TABLE 716-5 (EXCERPT BELOW) IF MATERIAL TYPE TRANSITION IS REQUIRED BETWEEN STORM PIPE AND RCP FLARED END - USE MARMAC COUPLER AND/OR NON-SHRINK GROUT (1" ANNULAR SPACE MINIMUM)15' MIN. LENGTH2 X OUTFALL FLARED END WIDTH (TYP.) [1' MIN.] 1' MIN. (TYP.) 1' MIN. (TYP.) FLARED END WIDTH 2% MAX SLOPE TOWARDS ADJACENT ROAD CENTERLINE 4:1 MAX 4:1 MAX 10.00' MIN. WIDTH FOR SHARED USE U.O.N.1.00'1.00' 1 12 " MINUS CRUSHED GRAVEL BASE. 9" MINIMUM THICKNESS. COMPACTED TO A MINIMUM OF 95% OF MAX DRY DENSITY AS DETERMINED BY AASHTO T99. TYPE B ASPHALT PLANT MIX. 2 12 " MINIMUM THICKNESS. COMPACTED TO A MINIMUM OF 93% MAX DENSITY AS DETERMINED BY ASTMD 2041. 12.00' CLEAR & GRUB, MINIMUM LIMITS 2% MAX SLOPE TOWARDS ADJACENT ROAD CENTERLINE 4:1 MAX 4:1 MAX 10.00' MIN. WIDTH FOR SHARED USE U.O.N. 3 " MINIMUM THICKNESS OF 1 12 " MINUS WASHED ROCK BASE MATERIAL. 6" MINIMUM THICKNESS OF CLASS M4000 CONCRETE REINFORCED WITH 1.5 POUNDS PER CUBIC YARD OF FIBER MESH. COMPACTED SUBGRADE VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2024COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\6916\003 - TURNROW MASTER PLAN\ACAD\SHEETS\2-MASTER-SITE-PLAN\6916.003 - ROAD-SEWER-WATER-STORM-DETAILS.DWG PLOTTED BY:KARL SAND ON Jul/30/2024 REVISIONS 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 TURNROW SUBDIVISION MASTER SITE PLAN BOZEMAN MONTANA MISCELLANEOUS DETAILS 6916.003 27 C-1204 RSP LRH MEE 07/24/2024 1 - DI MECHANICAL JOINT RESTRAINT TABLE SCALE: NONE 2 - PIPE INSULATION DETAIL SCALE: NONE 3 - UTILITY CONDUIT CONNECTION DETAIL SCALE: NONE 4 - TYPICAL RIP-RAP DETAIL SCALE: NONE DUCTILE IRON MINIMUM RESTRAINT LENGTHS FOR JOINT RESTRAINT (IN FEET) DESCRIPTION A B 8" X 8" TEE 7 6 8" X 6" TEE (SEE NOTE 4)4 5 8" HORIZONTAL 11.25° BEND (EACH SIDE OF BEND)2 8" HORIZONTAL 22.5° BEND (EACH SIDE OF BEND)4 8" HORIZONTAL 45° BEND (EACH SIDE OF BEND)9 8" HORIZONTAL 90° BEND (EACH SIDE OF BEND)20 8" DEAD END 39 8" 11.25 DEGREE 3.5' VERTICAL OFFSET 5 3 8" 22.5 DEGREE 3.5' VERTICAL OFFSET 10 6 8" 45 DEGREE 3.5' VERTICAL OFFSET 21 12 12" X 12" TEE 10 8 12" X 8" TEE 5 4 12" X 6" TEE (SEE NOTE 4)3 2 12" HORIZONTAL 11.25° BEND (EACH SIDE OF BEND)3 12" HORIZONTAL 22.5° BEND (EACH SIDE OF BEND)6 12" HORIZONTAL 45° BEND (EACH SIDE OF BEND)12 12" HORIZONTAL 90° BEND (EACH SIDE OF BEND)29 12" DEAD END 56 12" 11.25 DEGREE 3.5' VERTICAL OFFSET 8 4 12" 22.5 DEGREE 3.5' VERTICAL OFFSET 15 8 12" 45 DEGREE 3.5' VERTICAL OFFSET 30 17 NOTES 1.EBAA RESTRAINT LENGTHS FOR PHASE 1 ASSUME A 6.5' BURY DEPTH IN FINELY GRADED (CL) SOILS WITH 200 PSI TEST PRESSURE AND A SAFETY FACTOR OF 2. ASSUME MEGALUG OR EQUIVALENT FITTINGS AT ALL RESTRAINTS REQUIRED. ALL JOINTS WITHIN THE RESTRAINT LENGTH MUST ALSO BE RESTRAINED. IF THE DISTANCE BETWEEN FITTINGS IS LESS THAN OR EQUAL TO THE CALCULATED RESTRAINT LENGTH, RESTRAIN ALL JOINTS BETWEEN SAID FITTINGS. 2.IF JOINT RESTRAINT IS NOT FEASIBLE - INSTALL THRUST BLOCKS PER MPWSS. 3.INSTALL PER CITY OF BOZEMAN (COB) STANDARDS, MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS (MPWSS), AND COB MODIFICATIONS TO MPWSS. 4.ALL HYDRANT LEADS SHALL BE FULLY RESTRAINED. RESTRAINT LENGTH LOCATION FIGURE TEE BEND MASTER SITE PLAN JULY 2024 DEAD END OR AS NOTED ON PLANS 5'-0" WIDEA SLOPE: 1.5% TYP. (2% MAX) NOTES: 1. PROVIDE TOOLED CONTRACTION JOINTS AT SAME INTERVAL AS STANDARD WALK WIDTH. 2. PROVIDE EXPANSION JOINTS CONSISTING OF 14" CONCRETE PREMOLDED JOINT FILLER AT SPACING NOT GREATER THAN 30 FEET. A. SIDEWALK SHALL BE 6 FEET WIDE AND 6 INCHES THICK ALONG PARK FRONTAGE. SIDEWALKS WIDER THAN 5 FEET SHALL BE 6 INCHES THICK UNLESS NOTED OTHERWISE. COMPACTED GRANULAR BACKFILL MIN. 3" 4,000 PSI CONCRETE 14"x4" PREMOLDED EXPANSIONJOINT FILLER BETWEEN WALK & CONCRETE STRUCTURE OR SLAB 4" OR 6" A UNDISTURBED EARTH OR 8" MOISTURE CONDITIONED AND COMPACTED SUBGRADE (95% MAX DRY DENSITY) 5 - CONCRETE SIDEWALK DETAIL SCALE: NONE 07/26/2024 VERTICAL OFFSET 6 - CURB DETAILS SCALE: NONE 7 - ASPHALT MULTI-USE PATH SCALE: NTS 8 - CONCRETE MULTI-USE PATH SCALE: NONE NOTES: 1.PATHWAYS SHALL BE DESIGNED TO SUPPORT A MINIMUM DESIGN LOAD OF 25,000 ESAL. 2.A SOIL STERILANT SHALL BE APPLIED TO THE SUBGRADE PRIOR TO TO PLACEMENT OF GRAVEL BASE. 3.A CONSTRUCTION SEAL SHALL BE APPLIED TO THE PAVED SURFACE IMMEDIATELY FOLLOWING FINAL ROLLING AT THE RATE OF 0.8 GAL/ SQ YD. NOTES: 1.SPACE CONSTRUCTION JOINTS TO MATCH THE WIDTH OF TRAIL. 2.INSTALL EXPANSION JOINT MATERIAL AT EVERY FIFTH JOINT FOR FULL DEPTH OF CONCRETE. 3.FINISH CONCRETE WITH LIGHT BROOM FINISH. 027