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HomeMy WebLinkAbout014 - C700 - SIGNAGE & PAVEMENT DETAILSSUPPORT AND CORRESPONDING ANCHOR SUPPORT ANCHOR TUBE SIZE WEIGHT WALL THICKNESS TUBE SIZE WEIGHT WALL THICKNESS 2" X 2"2.42 LB / FT 0.105" (12 GAUGE)2-1/2" X 2-1/2"18.4 LB / EA 0.188" (7 GAUGE) NOTES: 1.STEEL POSTS SHALL BE HOT-DIPPED IN GALVANIZED ZINC COATING AND FINISHED WITH CONVERSION COATING AND A CLEAR ORGANIC TOP COAT. 2.WHEN FASTENING POST TO ANCHOR, INSERT CORNER BOLT HEAD FROM OPPOSITE SIDE OF EXPECTED IMPACT. INSERT DRIVE RIVET INTO OPPOSITE SIDE FOR ADDITIONAL STABILITY. 3.ALTERNATE CRASH TESTED AND APPROVED BREAKAWAY DEVICES MAY BE USED AS AN OPTION AS APPROVED BY THE ENGINEER. 2" (MAX) 2'-6" 4" 1'-0" 7/16" DIA HOLES SPACED ONE INCH (1") ON-CENTER GROUND LEVEL INSERT SIGN POST 18" INTO ANCHOR 2-1/2" OR 3" SQUARE, NON-PERFORATED STEEL HEAVY DUTY BREAKAWAY ANCHOR CONCRETE FOUNDATION (CLASS M-3000 MINIMUM &1' DIA x 2'-6" MINIMUM) NATIVE GROUND 2" OR 2-1/2" SQUARE PERFORATED GRADE 50 STEEL POST SHIMS ARE NOT TO BE USED FASTEN POST TO ANCHOR WITH 5/16" STEEL (STAINLESS OR ZINC PLATED) CORNER BOLT, FLAT WASHER, & NUT (SEE NOTE 2 BELOW) 2-1/2" X 2-1/2"3.14 LB / FT 0.105" (12 GAUGE)3" X 3"23.0 LB / EA 0.188" (7 GAUGE) SUPPORT AND CORRESPONDING ANCHOR SUPPORT ANCHOR TUBE SIZE WEIGHT WALL THICKNESS TUBE SIZE WEIGHT WALL THICKNESS 2" X 2"2.42 LB / FT 0.105" (12 GAUGE)2-1/2" X 2-1/2"18.4 LB / EA 0.188" (7 GAUGE) NOTES: 1.STEEL POSTS SHALL BE HOT-DIPPED IN GALVANIZED ZINC COATING AND FINISHED WITH CONVERSION COATING AND A CLEAR ORGANIC TOP COAT. 2.WHEN FASTENING POST TO ANCHOR, INSERT CORNER BOLT HEAD FROM OPPOSITE SIDE OF EXPECTED IMPACT. INSERT DRIVE RIVET INTO OPPOSITE SIDE FOR ADDITIONAL STABILITY. 3.ALTERNATE CRASH TESTED AND APPROVED BREAKAWAY DEVICES MAY BE USED AS AN OPTION AS APPROVED BY THE ENGINEER. 2" (MAX) 2'-6" 4" 1'-0" 7/16" DIA HOLES SPACED ONE INCH (1") ON-CENTER GROUND LEVEL INSERT SIGN POST 18" INTO ANCHOR 2-1/2" OR 3" SQUARE, NON-PERFORATED STEEL HEAVY DUTY BREAKAWAY ANCHOR CONCRETE FOUNDATION (CLASS M-3000 MINIMUM &1' DIA x 2'-6" MINIMUM) NATIVE GROUND 2" OR 2-1/2" SQUARE PERFORATED GRADE 50 STEEL POST SHIMS ARE NOT TO BE USED FASTEN POST TO ANCHOR WITH 5/16" STEEL (STAINLESS OR ZINC PLATED) CORNER BOLT, FLAT WASHER, & NUT (SEE NOTE 2 BELOW) 2-1/2" X 2-1/2"3.14 LB / FT 0.105" (12 GAUGE)3" X 3"23.0 LB / EA 0.188" (7 GAUGE) RESERVED PARKING VANACCESSIBLE $100 FINEPERMIT REQUIRED RESERVED PARKING $100 FINEPERMIT REQUIRED 5'-0" 1" 18" 6" 12" 1"6" 1"6" STANDARD ACCESSIBLE PARKING SPACE SIGN ASSEMBLY VAN ACCESSIBLE PARKING SPACE SIGN ASSEMBLY 18" 12" $100 FINE PERMIT REQUIRED 1.5" 0.5" 1" 1.5" 1.5" 12" $100 FINE PLAQUE DETAIL NOTES: 1.SIGNS MAY ALSO BE MOUNTED ON BUILDING FACE AS APPLICABLE AND APPROVED BY OWNER. 2.SIGNS SHALL BE MOUNTED TO POST OR BUILDING USING NEOPRENE, FIBROUS, OR OTHER APPROVED NON-METALLIC WASHERS. R7-8NA (NO ARROW) 12" x 18" R7-8NA (NO ARROW) 12" x 18" "$100 FINE" PLAQUE 12" x 6" R7-8A 12" x 6" "$100 FINE" PLAQUE 12" x 6" 2" SQUARE PERFORATED GRADE 50 STEEL POST FINISHED GROUND SURFACE WHITE BACKGROUND SIGN BLANK & BORDER SAME AS R7-8A 1.5" GREEN SERIES D LETTERS 1" GREEN SERIES D LETTERS SIGN POST FOUNDATION PER DETAIL 4 THIS SHEET NATIVE GROUND 28" MINIMUM 24" MINIMUM*** BLUE PAINT*** ±5'-2" ±4'-8" ** WHITE PAINT - STROKE WIDTH = 3" (MIN) REFER TO "STANDARD HIGHWAY SIGNS, 2004 EDITION" APPENDIX (PAGE 6-31) FOR HANDICAPPED SYMBOL DESIGN 28" MINIMUM 24" MINIMUM*** BLUE PAINT*** ±5'-2" ±4'-8" ** WHITE PAINT - STROKE WIDTH = 3" (MIN) REFER TO "STANDARD HIGHWAY SIGNS, 2004 EDITION" APPENDIX (PAGE 6-31) FOR HANDICAPPED SYMBOL DESIGN A A 9"4'-3"9" 3"5'-3"3" 2'-0" 20' STANDARD CATCH CURB & GUTTER BEGINNING OF APRON RECESSED 1-1/2" BELOW CURB FLOWLINE STANDARD CATCH CURB & GUTTER 6" (MIN) DEPTH OF 2" TO 3" CLEAN WASHED STONE SPLASH PAD UNDERLAIN WITH PROPEX GEOTEX 601 NONWOVEN GEOTEXTILE FABRIC OR APPROVED EQUAL ISOMETRIC VIEW STANDARD CATCH CURB & GUTTER3'-0" 6'-0" PLAN VIEW STANDARD CATCH CURB & GUTTER 6" (MIN) THICKNESS M-4000 CONCRETE 6" (MIN) BASE COURSE SLOPE APRON AT 12:1 (H:V) MINIMUM 6" (MIN) DEPTH OF 2" TO 3" CLEAN WASHED STONE SPLASH PAD UNDERLAIN WITH PROPEX GEOTEX 601 NONWOVEN GEOTEXTILE FABRIC OR APPROVED EQUAL APRON CURB TO BE 1-1/2" ABOVE FLOWLINE6" APRON CURB APRON CURB TURF SURFACE SLOPED AT 4:1 (H:V) MAXIMUM NATIVE GROUND APRON CURB APRON CURB APRONAPRON BEGINNING OF APRON RECESSED 1-1/2" BELOW CURB FLOWLINE SECTION A-A 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. R1 34"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" MAX0.75'6"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. R1 34"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" STEEL BARRIER 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.COMPACTED SUBGRADE 5'-0" 4"x14" STEEL BARRIER 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.3" TYP. 2'-6" MAX 3'-0" 1'-0" (3) #5 LONG. REINF., EVENLY SPACED #5s @ 12" O.C. TRANSV. REINF. 8"1'-2" #5 FULL HT. VERT. DOWEL @ 12" O.C. MAX, CENTERED IN WALL #5 HORZ. REINF. @ 12" O.C., MAX TOF= 0"SEE PLAN 1/2" PJF SLAB ON GRADE, SEE PLAN 3" TYP. 2'-6" MAX 3'-0" 1'-0" (3) #5 LONG. REINF., EVENLY SPACED #5s @ 12" O.C. TRANSV. REINF. 8"1'-2" #5 FULL HT. VERT. DOWEL @ 12" O.C. MAX, CENTERED IN WALL #5 HORZ. REINF. @ 12" O.C., MAX TOF= 0"SEE PLAN 1/2" PJF SLAB ON GRADE, SEE PLAN SLOPE GUTTER AT 1/2" PER FOOT 6" (MIN) 6 3 4" 3'-0"FINISHED ASPHALT SURFACE TO BE 1/8" TO 1/4" ABOVE GUTTER LIP 6" (MIN) DEPTH OF COMPACTED CRUSHED BASE COURSE BELOW DOUBLE GUTTER #4 BARS @12" O.C. (TYP) 3" ASPHALT VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2026COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\10549\002 - ALTA AND CONCEPT PLAN\ACAD\SHEETS\C600 SITE 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:ROSIE NICKELSON ON Jan/09/2026 ROERS-BOZEMAN APARTMENTS BOZEMAN MONTANA SITE SIGNAGE & PAVEMENT DETAILS 10549.002 13 C700 RSN CMS MEE 1/6/2026 1 ACCESSIBLE PARKING SIGN DETAIL NOT TO SCALE 3 ACCESSIBLE PARKING PAVEMENT SYMBOL DETAIL NOT TO SCALE 2 SINGE SQUARE TUBE BREAKAWAY SIGN POST INSTALLATION DETAIL NOT TO SCALE 7 RETAINING WALL DETAIL NOT TO SCALE 5 CONCRETE DRAINAGE APRON DETAIL NOT TO SCALE No. 49499 CELINE M PROFESSIONA L E N G INEERM O N T ANA LICEN S E D SAUCIER 6 STAIR AND HANDRAIL DETAIL NOT TO SCALE 4 3' WIDE VALLEY GUTTER NOT TO SCALE