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HomeMy WebLinkAbout4192025 C300 Overall Site Plan 2021-05-248''W STORM STORM T STORM STORM N90° 00' 00.00"W 391.12' N90° 00' 00.00"W 391.12' S23° 00' 31.43"E 32.59' N90° 00' 00.00"E 368.21' N23° 00' 31.43"W 12.77'N11° 12' 45.64"W 130.85'N11° 12' 45.63"W 90.42'S0° 43' 38.03"W 66.41'N0° 43' 38.02"E 557.51'N0° 00' 00.00"E 63.01'R=330.00'L=93.33'Δ=16°12'13"R=330.00'L=39.20'Δ=6°48'19"S23 ° 00 ' 31 .43 "E 112 . 1 2 ' S23° 00' 31.43"E 32.59'S23° 0 0 ' 3 1 .43 "E 69 .55 'S23° 00 ' 31 . 43 "E48.3 4 'R=270.00'L=26.46'Δ=5 °36'54" R=270.00' L=7.16' Δ=1°31'13"N0° 00' 00.00"E 63.01'N90° 00' 00.00"E 90.19' N0° 00' 00.00"E 3.39' N90° 00' 00.00"E 64.50' S0° 00' 00.00"E 3.30' S89° 58' 04.16"E 85.54' N86° 58' 55.72"E 30.35' N78° 49' 46.19"E 20.98'S11° 13' 48.14"E49.73'N78° 49' 28.94 " E 72.00' 8''W STORM STORM T STORM STORM N90° 00' 00.00"W 391.12' N90° 00' 00.00"W 391.12' S23° 00' 31.43"E 32.59' N90° 00' 00.00"E 368.21' N23° 00' 31.43"W 12.77'N11° 12' 45.64"W 130.85'N11° 12' 45.63"W 90.42'S0° 43' 38.03"W 66.41'N0° 43' 38.02"E 557.51'N0° 00' 00.00"E 63.01'R=330.00'L=93.33'Δ=16°12'13"R=330.00'L=39.20'Δ=6°48'19"S23 ° 00 ' 31 .43 "E 112 . 1 2 ' S23° 00' 31.43"E 32.59'S23° 0 0 ' 3 1 .43 "E 69 .55 'S23° 00 ' 31 . 43 "E48.3 4 'R=270.00'L=26.46'Δ=5 °36'54" R=270.00' L=7.16' Δ=1°31'13"N0° 00' 00.00"E 63.01'N90° 00' 00.00"E 90.19' N0° 00' 00.00"E 3.39' N90° 00' 00.00"E 64.50' S0° 00' 00.00"E 3.30' S89° 58' 04.16"E 85.54' N86° 58' 55.72"E 30.35' N78° 49' 46.19"E 20.98'S11° 13' 48.14"E49.73'N78° 49' 28.94 " E 72.00' 18.50' 18.50' 24.00' 18.50' 18.50'24.00' 10' FRONTYARD SETBACK 15' FRONTYARD SETBACK 7.00' 3.50' 5.00' 10' P.U.E. 10' P.U.E. 10' P.U.E. 24.00' 10.00' 20' REARYARD SETBACK 10' SIDEYARD SETBACK 50' WATER COURSE SETBACK 60' RIGHT OF WAY 60' RIGHT OF WAY END OF CURB & PAVEMENT 20.00' WIDE STORMWATER CONVEYANCE EASEMENT 4 SPACES1 SPACE 10.00' UTILITY EASEMENT (TYP) EXISTING LOT LINE 4 SPACES3 SPACES EXISTING CURB & GUTTER (TYP) 24.00' 18.50'18.50' 3.00' 5.00' 3.00' 12.00' 7.00' 5.00' 18.50' 5.00' 18.50' 24.00' 7.00' 36.00' 7.00' 18.00' 18.00' 25.00' 7.00' 6' WIDE CONCRETE WALK 18.50' 30.00' WIDE PUBLIC WATER & SEWER EASEMENT 7.00' 18.50' R9.50' R4.00' R4.00' R4.50'R4.50' R4.00' R9.50' R4.00' R4.00' R4.00' R4.00'R2.50' R4.00'R9.50' R4.00' R4.00' R4.00' R9.50' R5.00' R4.00' R4.00' R5.00' R5.00' R4.00' R4.00' R4.00' R1.50' R2.50' 20.00' REARYARD SETBACK SNOW STORAGE PROPOSED LOT LINE 36.00' VISION CLEARANCE TRIANGLE VISION CLEARANCE TRIANGLE 9.00' (TYP) 8.00'8.00' 9.00' 9.00' PROPOSED RETENTION POND R2.50' R2.50' 53.80' 12.77' 51.97' 48.43' 76.48' 64.00' 34.00' 8.50' 24.00' 8.50' 24.00' R4.00' R1.50' R9.50'R4.00' 10.00' 7.00' 8.00' 7.00' 7.00' 10.00' 10' FRONTYARD SETBACK 2.21' UPPER LEVEL OVERHANG (TYP.) 32.00' WIDE PUBLIC WATER & SEWER EASEMENT   VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2021COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\4192\025 - THE BOULDERS SITE DEVELOPMENT\ACAD\SHEETS\4192025 C300 OVERALL SITE PLAN.DWG PLOTTED BY:CELINE SAUCIER ON Jun/04/2021 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 BOULDER CREEK APARTMENTS 4192.025 MONTANA OVERALL SITE PLAN C300 CMS CMS MEE 8/10/2020 1 REVISION 1 - C.O.B. DRC REVIEW 8/10/2020CMS 3 REVISION 3 - DRC COMMENTS 5/26/2021CMS 2 REVISION 2 - DRC COMMENTS 2/12/2021CMS BOZEMAN Know what's below. before you dig.Call R Know what's below. before you dig.Call R 1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 6TH EDITION DATED APRIL 2010 (MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECT SPECIFICATIONS. 2.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION THAN EXISTED PRIOR TO EXCAVATION AS DETERMINED BY AGENCY, OWNER, AND/OR ENGINEER. 3.ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT AS APPROVED BY AGENCY AND/OR ENGINEER. 4.ALL TEXT AND FEATURES SHOWN SHADED ARE EXISTING. SEE SHEET C100 FOR MORE COMPLETE DEPICTION OF EXISTING CONDITIONS. 5.PAVEMENT MARKINGS WITHIN THE SITE SHALL BE FOUR INCH (4") YELLOW PAINTED MARKINGS WHERE SHOWN ON THE SITE PLAN IN ACCORDANCE WITH SECTION 02851 OF THE MPWSS UNLESS OTHERWISE INDICATED OR DIRECTED BY THE ENGINEER OR OWNER. 6.BASE COURSE AND SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 698. 7.CONSTRUCTION JOINTS SHALL BE PLACED AT TEN FOOT (10') INTERVALS ALONG TANGENT CURB SECTIONS AND A MINIMUM OF 5.25' WITHIN THE RADIUS OF ANY CURVES, HAVING A MINIMUM DEPTH OF THREE-QUARTER INCHES (3/4") AND WIDTH OF ONE-EIGHTH INCH (1/8"). 8.ONE-HALF INCH (1/2") EXPANSION JOINT MATERIAL SHALL BE PLACED AT ALL PC'S, PT'S, CURB RETURNS, AND AT NOT MORE THAN 300' INTERVALS. THE EXPANSION JOINT MATERIAL SHALL EXTEND THROUGH THE FULL DEPTH OF CURB AND GUTTER. 9.NO CURB AND GUTTER SHALL BE PLACED WITHOUT A FINAL FORM INSPECTION BY THE OWNER, THEIR AUTHORIZED REPRESENTATIVE, AND/OR THE CITY OF BOZEMAN (AS REQUIRED). 10.CONCRETE SHALL BE CLASS M-4000. 11.EXTEND CRUSHED BASE COURSE BEYOND THE BACK OF CURB A MINIMUM DISTANCE OF NINE INCHES (9"). MINIMUM THICKNESS OF CRUSHED BASE COURSE BENEATH CURB AND GUTTER SHALL BE SIX INCHES (6"). 12.THE BLOCK FRONTAGE CLASSIFICATION FOR THIS DEVELOPMENT IS LANDSCAPED. GENERAL NOTES: NOTES BY SYMBOL: TRASH ENCLOSURE: REFER TO ARCHITECTURAL DRAWINGS FOR CONSTRUCTION DETAILS1 2 5 4 6 7 8 = NUMBER OF PARKING SPACES IN ROW OR GROUPX GRAPHIC SCALE 0 (IN FEET) 10 201020 1 INCH = 20 FT THIS SITE HAS BEEN DESIGNED TO BE ACCESSIBLE TO INDIVIDUALS WITH DISABILITIES IN ACCORDANCE WITH THE AMERICANS WITH DISABILITIES ACT. SHERWOOD WAY BUILDING 2 PHASE II 18 PLEX BUILDING 1 PHASE I 12 PLEX BUILDING 3 PHASE III 12 PLEX OPEN SPACE 2,176 SF OPEN SPACE 3,488 SF FUTURE 12 PLEX SITE (NOT IN PROJECT) 1 11 6 81 5 6 6 3 8 4 8 7 7 6 7 5 6 BICYCLE PARKING CONCRETE PAD WITH 3 U-STYLE BIKE RACKS: SEE 5/C070 FOR CONSTRUCTION DETAILS. 2 2 2 3 SAWCUT AND REMOVE EXISTING CURB AND SIDEWALK AND INSTALL NEW DRIVEWAY APPROACH PER C.O.B. STD DETAIL 02529-11. ACCESSIBLE PARKING SIDEWALK RAMP AND PAVEMENT MARKINGS: REFER TO DETAIL 5 ON SHEET C060. 3 3 4 4 4 BOULEVARD STYLE PEDESTRIAN RAMP: REFER TO DETAIL 6 ON SHEET C060. 5 5 5 5 5 5 5 5 STAMPED CONCRETE PEDESTRIAN CROSSING: REFER TO DETAIL 7 ON SHEET C060. 6 6 6 6 ACCESSIBLY PARKING PAVEMENT MARKING SYMBOL: REFER TO DETAIL 3 ON SHEET C070. 7 7 7 7 INSTALL NEW POST MOUNTED VAN ACCESSIBLE PARKING SPACE SIGN ASSEMBLY: REFER TO DETAIL 1 & 2 ON SHEET C070. 88 8 10 9 INSTALL ACCESSIBLE AISLE HATCHING PAVEMENT MARKING WITH FOUR INCH (4") YELLOW PAINT AT THIRTY DEGREE (30°) ANGLE TO PARKING STALL SPACED AT 2.50' ON-CENTER. 9 79 9 9 SNOW STORAGE 10 INSTALL DEAD END BARRICADE PER C.O.B. STD DETAIL NO. 09810-2 8/10/20 4 8 6 2 3