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EA =38.86EA =38.37EA =37.13EA =36.95EA =36.49EA =36.60EA =36.25EA =35.75EA =35.81EA =36.02EA =36.53EA =36.56EA =36.08EA =36.17EA =36.37EA =35.38EA =35.31EA =36.14EA =36.23EA =36.35EA =38.21EA =38.30EA =39.88EA =37.71EA =37.81EA =37.28EA =37.40EA =37.13EA =36.94EA =36.85EA =36.90EA =36.40EA =36.6436.64EA =35.87EA =39.38EA =EA =37.79EA =37.91EA =37.82EA =38.03EA =38.01EA =37.96EA =37.93EA =37.89EA =38.03EA =37.99EA =37.90EA =36.14EA =35.90EA =35.85EA =36.16EA =36.21EA =35.41EA =35.22EA =34.91EA =35.22EA =35.46EA =37.90EA =36.474740.04739.0BUILDING 5FF (100'-0") = 4738.74GARAGE (99" - 6 12") = 4738.03FIRE RISER ENTRANCE (99'- 8") = 4738.41TBC =39.42TBC =35.9138.1038.6538.6137.2737.36TBC =37.47TBC =37.6337.37TBC =38.0638.9738.3239.0738.9739.0036.8337.6036.9536.9036.2335.4437.4737.2237.2536.2137.6437.5837.2136.9036.8737.1539.9736.4537.2237.22137.56 LF 12" Ø@ 0.50%51.55 LF 15" Ø@ 0.50%154.46 LF 15" Ø
@ 0.50%52.54 LF 12" Ø@ 0.50%37.43
LF
12
"
Ø@ 0
.79%47.44 LF 12" Ø@ 1.23%34.76 LF 15"
Ø
@ 0.50%SSMH 1-7NEW 48" Ø STORM DRAIN MHGRATE = 4737.41SUMP = 9"12" INV IN (E) = 4733.4412" INV IN (S) = 4733.4415" INV OUT (W) = 4733.19SSMH 1-6NEW 48" Ø STORM DRAIN MHGRATE = 4738.17SUMP = 9"15" INV IN (E) = 4732.9315" INV OUT (N) = 4732.93SSMH 1-5B12" NYLOPLAST DRAIN BASINSLOTTED 12" GRATE = 4736.4112" INV IN (W) = 4732.7112" INV OUT (NE) = 4732.71SSMH 1-1-5A12" NYLOPLAST DRAIN BASINSLOTTED 12" GRATE = 4736.1212" INV OUT (E) = 4732.97SSMH 1-5CNEW 48" Ø STORM DRAIN MHTBC = 4736.87SUMP = 9"12" INV OUT (NW) = 4733.00SSMH 1-4NEW 48" Ø STORM DRAIN MHTBC = 4735.29SUMP = 9"15" INV IN (S) = 4731.9915" INV OUT (N) = 4731.9937.4337.4338.5038.4038.1837.504C5.6SIDEWALK CHASELENGTH = 20FTSLOPE = 0.73%W= 1.0FTMin H = 0.38FTSSMH 1-5NEW 48" Ø STORM DRAIN MHRIM = 4735.53SUMP = 9"15" INV IN (S) = 4732.1612" INV IN (SW) = 4732.4112" INV IN (SE) = 4732.4115" INV OUT (N) = 4732.16EA =36.64EA =36.64EA =36.49EA =35.95EA =36.01EA =36.18EA =36.0936.1336.2136.1336.1236.1936.0936.1836.2536.8736.8336.3835.9936.3136.9136.47TW= 36.5936.4936.3636.6437.1637.23EA =36.09EA =36.11-1.58%-1.31%
-1.35%
-5.07%
-1.74%-1.72%EA =38.92EA =38.24EA =37.26EA =37.14-1.41%EA =35.8736.4736.5436.7336.81STEPSTWO RISERS38.8039.0538.69EA =38.60EA =38.6937.2737.15-4.69%-1.60%-1.60%-1
.
1
8
%-1.29%-3.09%-2.40%-5.00%36.1935.4435.4435.3535.3636.11EA =35.51EA =35.32-4.10%0.00%-1.60%-4.18%-1.66%-1.35%-3.97%36.2736.1638.2538.6238.9038.94EA =38.86-1.41%-1.33%-7.40%1.16%37.9437.86-0.9
6
%
-0.9
9
%39.0138.8538.7738.6938.8938.7838.7438.6538.5738.0337.9237.8237.7537.7037.8237.5437.2837.22-0.52%-0.52%-2.93%-1.5% (TYP.)37.3137.2937.2137.1840.1740.304740.04739.04739.5-8.80%-11.10%37.0736.8136.66PPPPPPP-19.06%-15.45%-1.77%-2.09%-2.09%-6.23%-8.34%-6.43%-7.71%SITE GRADINGAND DRAINAGEC4.5.
MEE OWNER:DATE:SHEET TITLE:OWNER:DATE:SHEET TITLE:CHECKED BY:DRAWN BY:
NWX APARTMENTS- AN ICON COMMUNITY
BOZEMAN, MONTANABLACKRIDGE COMPANIES1735 SOUTH 19TH AVESUITE BBOZEMAN, MT 59718OFFICE: 406.582.8100FAX: 406.582.8108244 North College Avenue #130Fort Collins, Colorado 80524P 970.409.3414www.norris-design.com10/29/2021ROSA WAY
MATCH LINE
SEE SHEET C4.6 MATCH LINESEE SHEET C4.7MATCH LINESEE SHEET C4.310205100SCALE IN FEET1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BECOMPLETED IN ACCORDANCE WITH THE MONTANA PUBLICWORKS STANDARD SPECIFICATIONS, 6TH EDITION DATEDAPRIL 2010 (MPWSS); THE CITY OF BOZEMAN MODIFICATIONSTO THE MPWSS; AND THE PROJECT SPECIFICATIONS.2.THE CONTRACTOR SHALL RESTORE ALL ROADWAYSURFACES TO EQUAL OR BETTER CONDITION THAN EXISTEDPRIOR TO EXCAVATION AS DETERMINED BY AGENCY,OWNER, AND/OR ENGINEER.3.ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAWCUT OR NEAT CUT AS APPROVED BY AGENCY AND/ORENGINEER.4.BASE COURSE AND SUBGRADE SHALL BE COMPACTED TO AMINIMUM OF 95% OF THE MAXIMUM DRY DENSITY ASDETERMINED BY ASTM D 698.5.CONSTRUCTION JOINTS SHALL BE PLACED AT TEN FOOT (10')INTERVALS ALONG TANGENT CURB SECTIONS AND AMINIMUM 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").6.ONE-HALF INCH (1/2") EXPANSION JOINT MATERIAL SHALL BEPLACED AT ALL PC'S, PT'S, CURB RETURNS, AND AT NOTMORE THAN 300' INTERVALS. THE EXPANSION JOINTMATERIAL SHALL EXTEND THROUGH THE FULL DEPTH OFCURB AND GUTTER.7.NO CURB AND GUTTER SHALL BE PLACED WITHOUT A FINALFORM INSPECTION BY THE OWNER, THEIR AUTHORIZEDREPRESENTATIVE, AND/OR THE CITY OF BOZEMAN (ASREQUIRED).8.CONCRETE SHALL BE CLASS M-4000.9.EXTEND CRUSHED BASE COURSE BEYOND THE BACK OFCURB A MINIMUM DISTANCE OF NINE INCHES (9"). MINIMUMTHICKNESS OF CRUSHED BASE COURSE BENEATH CURBAND GUTTER SHALL BE SIX INCHES (6").10.UNLESS OTHERWISE NOTED ON PLANS, ALL STORM DRAINPIPE SHALL BE SHALL BE DUAL WALLED, SMOOTH INTERIORPOLYETHYLENE PIPE. USE HP STORM, AS MANUFACTUREDBY ADS.11.FRONT PEDESTRIAN CONNECTION REFERS TO THESIDEWALK CONNECTION ON THE STREET SIDE OF EACHBUILDING. REAR PEDESTRIAN CONNECTION REFERS TO THESIDEWALK CONNECTION ON THE PARKING LOT/ GARAGESIDE OF EACH BUILDING.12.ALL GRADING AROUND RESIDENTIAL PATIOS SHALL MEETBOZEMAN MUNICIPAL CODE SECTION 38.510.030.J. WHENPATIOS DO NOT HAVE AT LEAST 10 FEET OF SEPARATIONFROM A PUBLIC WALKWAY, THEY MUST BE RAISED AT LEASTONE-FOOT ABOVE THE ADJACENT SIDEWALK. SEE ARCHAND LANDSCAPE SHEETS FOR ADDITIONAL DETAILS.GENERAL NOTES:PEXISTINGASPHALT SURFACEEXISTINGCONCRETE SURFACEPROPOSED ASPHALTPAVEMENT SURFACEPROPOSEDCONCRETE SURFACELEGENDPROPOSED CATCH CURBPROPOSED LAYDOWN CURBAT PEDESTRIAN RAMPS1.ALL CURB AND GUTTER IS TO BE SPILL CURB, UNLESSOTHERWISE NOTED AS SHOWN ABOVE.2.SEE DETAILS FOR EACH CURB TYPE ON SHEET C5.2.3.ALL CONCRETE FLATWORK ADJACENT TO AND WITHIN 5 FEET OFRIBBON CURB, INCLUDING ADDITIONAL CONCRETE AREAS TOTHE FRONT OF REFUSE ENCLOSURES, SHALL BE 6-INCH THICKSTANDARD DUTY CONCRETE PER DETAIL 4, SHEET C5.2.4.ALL CONCRETE CROSSWALKS SHALL BE INSTALLED PER DETAIL 5ON SHEET C5.2.NOTES:PROPOSED RIBBON CURBCURB TRANSITIONMASTER SITE PLAN10/29/21: MSP 0106/02/22: MSP 0109/06/22: MSP 01 10/29/21: MSP 0106/02/22: MSP 0109/06/22: MSP 010203