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HomeMy WebLinkAbout014 NW GRADING PLAN (1 OF 6)498349 8 24985 499 049844986498749884989 4981 4981 4981 4985LOT 2 1.69 acs. LOT 8 0.55 acs. LOT 70.29 acs.LOT 60.23 acs. LOT 50.26 acs. LOT 3 0.36 acs.LOT 1 0.19 acs. LOT 40.20 acs. BLOCK 1 STORM LOT 1 0.13 acs. LOT 11.07 acs. 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STA 3+37.63, 8.00' RT STREET B STA 10+62.80, 8.00' RT RIM ELEV = 4988.83 15" INV IN (W) = 4986.1315" INV IN (S) = 4986.13 18" INV OUT (E) = 4985.93 SUMP DEPTH = 1.50' SD-06 INSTALL NEW 48" Ø MANHOLESTA 3+71.86, 8.00' RT RIM ELEV = 4988.99 18" INV IN (W) = 4985.85 12" INV IN (N) = 4986.05 12" INV IN (S) = 4986.05 18" INV OUT (E) = 4985.85SUMP DEPTH = 1.50' SD-05 INSTALL NEW 48" Ø MANHOLE STA 5+05.53, 8.00' RT RIM ELEV = 4989.70 18" INV IN (W) = 4985.53 12" INV IN (S) = 4986.67 18" INV OUT (E) = 4985.53 SUMP DEPTH = 1.50' SD-04 INSTALL NEW 48" Ø MANHOLE BROOKDALE DR. STA 6+46.94, 8.00' RT CANTER AVE. STA 10+69.52, 8.00' RT RIM ELEV = 4989.22 18" INV IN (W) = 4985.1918" INV OUT (E) = 4985.19 SUMP DEPTH = 1.50' BROOKDALE DRSOUTH 19TH AVE120' R.O.W.(LANDSCAPED BLOCK FRONTAGE)CANTER AVEWEST GRAF ST. 90' R.O.W. (LANDSCAPED BLOCK FRONTAGE) N89°05'06"E 437.90' (M) S89°38'12"E 437.91' (R) S4 6 ° 0 5 ' 0 7 " E 7 5 . 8 0 ' ( M ) S4 4 ° 4 8 ' 2 5 E 7 5 . 8 0 ' ( R ) N89°05'03"E 101.88' (M) S89°38'15"E 101.88' (R) SD-C-17 STA 13+87.78, 20.40 LT INSTALL NEW 48" Ø COMBO MH / INLET GRATE @ FL = 4982.53 15" INV OUT (E) = 4980.13 SUMP DEPTH = 1.50' 14.27 LF 15" CLASS IV RCP @ 0.30% SD-C-18 STA 13+88.51, 3.47 LTINSTALL NEW 48" Ø COMBO MH / INLET GRATE @ FL = 4982.79 15" INV IN (W) = 4980.09 15" INV OUT (E) = 4980.09 SUMP DEPTH = 1.50' 3.93 LF 15" HP STORM @ 0.30% SD-C-19 STA 13+88.50, 3.29 RT INSTALL NEW 48" Ø COMBO MH / INLET GRATE @ FL = 4982.79 15" INV IN (W) = 4980.08 15" INV OUT (E) = 4980.08 SUMP DEPTH = 1.50' 15.36 LF 15" CLASS IV RCP @ 0.30% SD-C-20 STA 13+87.57, 20.71 RT INSTALL NEW 48" Ø COMBO MH / INLET GRATE @ FL = 4982.53 15" INV IN (W) = 4980.03 15" INV OUT (E) = 4980.03 SUMP DEPTH = 1.50' FET INV = 4979.75 SD-21INSTALL NEW 48" Ø MANHOLE STA 14+17.95, 15.28' RT RIM ELEV = 4982.52 12" INV IN (E) = 4979.29 SUMP DEPTH = 1.50' OUT-05 STA 14+30.03, 97.41 RT INSTALL NEW 48" Ø POND OUTFLOW STRUCTURE RIM = 4982.20OUTFLOW INV = 4981.20 12" INV OUT (W) = 4979.70 SUMP DEPTH = 1.50' 81.16 LF 12" HP STORM @ 0.50% RST-01 INSTALL NEW 96" Ø MANHOLE STA 0+99.21, 10.82' LT RIM ELEV = 4988.61 43"x 26" CL. IV RCP ARCH INV IN (S) = 4984.52 43"x 26" CL. IV RCP ARCH INV OUT (N) = 4984.52 SUMP DEPTH = 1.50' 65.25 LF 43"x 26" CL. IV RCP ARCH @ 1.84%INV IN = 4985.72 38.75 LF 43"x 26" CL. IV RCP ARCH @ 1.85%INV OUT = 4983.80 HENLEY WAY52.00 LF 43"x 26" CL. IV RCP ARCH @ 1.17%FET INV IN = 4981.42 FET INV OUT = 4980.81 N43°01' 18" E 74. 21' ( M) N44°18'0 0"E 74.2 1' ( R) 91.76 L F 1 5 " H P S T O R M @ 0 . 3 0 % 2023COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\5659\011 -YTI DEVELOPMENT\ACAD\SHEETS\2_MASTERSITEPLAN\5659.011 - C300 GRADING PLAN SHEETS.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 VERIFY SCALE AND COLOR! THIS SHEET MAY BE REDUCED AND IS INTENDED TO BE IN COLOR. THE BAR BELOW WILL MEASURE ONE INCH AT ORIGINAL DESIGN SCALE AND RED, GREEN, AND BLUE WILL BE VISIBLE IFREPRODUCED CORRECTLY. MODIFY SCALE ACCORDINGLY! PLOTTED BY:LEE HAGEMAN ON Mar/21/2023 SOUTH RANGE CROSSING SUBDIVISION MASTER SITE PLANBOZEMAN MONTANA NW GRADING PLAN (1 OF 6) 5659.011 14 C301 RSP LRH MEE 03/15/2023 30 6015300 SCALE IN FEET MATCH LINE C302MATCH LINE C303 01/18/2023 Know what's below. before you dig.Call R THIS SITE HAS BEEN DESIGNED TO BE ACCESSIBLE TO INDIVIDUALS WITH DISABILITIES IN ACCORDANCE WITH THE AMERICANS WITH DISABILITIES ACT. KEY NOTES INSTALL 2' x 3' STANDARD SQUARE STORM DRAIN INLET PER COB STD DWG. NO. 02720-1A. INSTALL COMBINATION MANHOLE AND INLET PER COB STD DWG. NO. 02720-1B. INSTALL STANDARD STRAIGHT MANHOLE PER COB STD DWG. NO. 02720-4. INSTALL POND OVERFLOW STUCTURE PER DETAIL 2, SHEET C1204. INSTALL CURB CUT PER DETAIL, SHEET C1204. INSTALL SIDEWALK CHASE PER COB DWG. NO. 2529-14. INSTALL ARCH CULVERT FOR DITCH CROSSINGS PER DETAIL 3, SHEET C1204. INSTALL RIP-RAP PER DETAIL 5, SHEET C1201. 1 2 3 4 5 6 7 8 TOP BACK OF CURB ELEVATIONTBC LEGEND GENERAL STREET SLOPE EXISTING MAJOR CONTOUR >>>> XXXX EXISTING MINOR CONTOUR PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR XXXX XXXX XXXX STORM FLOW PATH>>>>>>>> POND OVERFLOW PATH>>>>>>>> GENERAL NOTES: 1.ALL TEXT AND FEATURES SHOWN SHADED ARE EXISTING. SEE SHEET C004 FOR MORE COMPLETE DEPICTION OF EXISTING CONDITIONS. 2.REFERENCE ELEVATIONS FOR CALLOUTS ARE ± 4,900'. 3.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"). 4.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. 5.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). 6.CONTRACTOR SHALL RE-VEGETATE ALL DISTURBED AREAS PRIOR TO FINAL COMPLETION. 7.INSTALL CURB AND GUTTER PER CITY OF BOZEMAN STANDARD DWG. NO. 02528-1. SURFACE RETENTION BASIN 19TH DESIGN MAX WATER SURFACE ELEV = 4982.10 BASIN BOTTOM ELEV = 4980.60 MAX WATER DEPTH = 1.5 FT MAX SIDE SLOPES = 4 : 1 (HORIZ:VERT) DESIGN RETENTION CAPACITY = 2,233 CF SEE DETAIL 1 ON SHEET C1204 6 PROPOSED CONCRETE SEE DETAIL 3 ON SHEET C1204 5 1 1 2 UNDERGROUND STORM WATER RETENTION SYSTEM # ST-1 ESTIMATED 10-YEAR STORAGE VOL = 8,029 CF ADS STORMTECH SC-160LP CHAMBERS, OR APPROVED EQUAL. UNDERGROUND RETENTION SYSTEM TO BE DESIGNED DURING PHASE 5 SITE PLAN 2 33 1 1 3 3 1 3 1 2 2 2 2 3 4 7 7 MASTER SITE PLAN MARCH 2023