Loading...
HomeMy WebLinkAbout015 NE GRADING PLAN (2 OF 6)49 8 2 49 8 5 4 98 6 49 8 7 4980 4984 4985 49834984 4986 4987 49854986 49 8 6 BLOCK 2 STORM LOT 2 0.06 acs.35.55'71.43' 71.99' LOT 1 1.07 acs. LOT 31.95 acs. LOT 2 1.20 acs.O.S. 20.11 acs.O.S. 1 1.13 acs. O.S. 3 0.17 acs. BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBT BTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BTBTBTBTBTBTBTBTBT8W8W8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 12W 12W 12W 12W 12W 12W 12W 12W 12W 12W 12W 12W 12W 12W DYHDYHB8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8WDYH8W8W8W8W8W8W8W8W8W8W8W8W 8S8S 8S 8S 8S SS S S S S S S 8S8S8S8S8S8S8S8S8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8SS 8S8S8SS 8S8S8S8S8S8S8S8S8S8S8SS SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> D >>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>SDSDSDSDSDSDSDSD SD SD D D D >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>SD SD SD SD SD SD SD SD SD SD SDSDSDSDSD D >>>>>>>>>> >>>> > >>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>D D D SDSD D SBPBPBPBPBPBPBPBPBP8001874987.197CS 16014744980.544CS CO8003454980.389CO CO8015654970.969COCO5368709164970.969CO SDSDSD SD SD SD SD SD SD SD SD SD SWSS S S S S S S S S WWWWWWSW W W W W S S S8+009+0010+0011+0012+0013+0014+0014+989+00 9+84 244.26 LF 18" HP STORM @ 0.25% 19.50 LF 24" HP STORM @ 0.30% 3.50 LF 18" HP STORM @ 0.60%40.57 LF 18" HP STORM @ 0.70% 40.40 LF 24" HP STORM @ 0.30% SD-03 INSTALL NEW 60" Ø MANHOLE STA 8+95.70, 8.00' RT RIM ELEV = 4988.08 18" INV IN (W) = 4984.58 18" INV IN (S) = 4984.58 24" INV OUT (N) = 4984.18SUMP DEPTH = 1.50' SD-C-02 STA 8+95.70, 16.50 LT INSTALL NEW 60" Ø COMBO MH / INLET GRATE @ FL = 4987.7824" INV IN (S) = 4984.12 24" INV OUT (N) = 4984.12 SUMP DEPTH = 1.50' SD-C-29 STA 8+95.70, 16.50 RT INSTALL NEW 60" Ø COMBO MH / INLET GRATE @ FL = 4987.78 18" INV IN (SE) = 4984.81 18" INV OUT (N) = 4984.60 SUMP DEPTH = 1.50' WEST GRAF ST. 90' R.O.W. (LANDSCAPED BLOCK FRONTAGE) BROOKDALE DR N89°05'06"E 358.48' (M) S89°38'12"E 358.48' (R) R=347.11'(M) R=345.00'(R) L=157.51'(M) L=157.53'(R) Δ=25°59'55"(M) CB=N76°00'17"E (M) CH=15 6.16'(M) R=253.01'(M) R=255.00'(R) L=119.91'(M) L=119.88'(R) Δ =2 7°09'17 "(M) CB=N76°23'38"E (M) CH=118.79'(M) FET INV = 4979.75 POND OUTFLOW STRUCTURE OUT-01 STA 0+41.22, 6.43 RT INSTALL NEW 60" ØPOND OUTFLOW STRUCTURE RIM = 4984.80 OUTFLOW INV = 4983.80 24" INV OUT (N) = 4980.33 SUMP DEPTH = 1.50' SD-C-01 STA 0+75.23, 0.00 INSTALL NEW 60" Ø COMBO MH / INLET GRATE @ FL = 4983.77 24" INV IN (S) = 4980.23 24" INV OUT (N) = 4980.23 SUMP DEPTH = 1.50' 29.61 LF 24" HP STORM @ 0.32% 46.50 LF 24" HP STORM @ 0.92% SD-C-30 STA 1+00.00, 0.00 INSTALL NEW 60" Ø COMBO MH / INLET GRATE @ FL = 4984.1218" INV OUT (N) = 4980.97 SUMP DEPTH = 1.50' 99.99 LF 18" HP STORM @ 0.90% 41.35 LF 18" HP STORM @ 0.90% SD-31 INSTALL NEW 60" Ø MANHOLE STA 1+93.29, 17.96' RT RIM ELEV = 4982.1018" INV IN (S) = 4980.07 18" INV OUT (W) = 4980.07 SUMP DEPTH = 1.50' 0+00 1+002+003+003+34PI: 1+85.37 0+00 1+00 1+78 EXISTING 30' R.O.W.TRINITY WAYTIMBERS WAY SWIFTCURRENT WAYHENLEY WAY91.76 L F 1 5 " H P S T O R M @ 0 . 3 0 % MH-OUTLET-01 INSTALL NEW 60" Ø MANHOLE INSTALL GRATED COVER STA 13+52.80, 60.87' LT RIM ELEV = 4985.6028" INV IN (S) = 4982.52 24" INV OUT (N) = 4982.52 SUMP DEPTH = 1.50' 114.50 LF 28" 28"x 18" CLASS IV RCP ARCH @ 1.75%337.03 LF 24" HP STORM @ 1.30%EXISTING 30' PUBLIC STREET & UTILITY EASEMENT 38.11 LF 24" HP STORM @ 1.30% 3.50 LF 24" CLASS IV RCP @ 1.00% 22.72 LF 18" A-2000 PVC @ 0.40% CONNECT TO OR REPLACE STUB 28.00 LF 15" HP STORM @ 0.50% E-SD-INLET(RECT) STA 3+49.15, 15.42 RT EXISTING 3' x 2' STORM DRAIN INLET GRATE @ FL = 4980.79 18" INV IN (S) = 4977.00SUMP DEPTH = 0.75' SD-C-32STA 3+22.93, 15.50 RT INSTALL NEW 48" Ø COMBO MH / INLET GRATE @ FL = 4980.99 15" INV IN (W) = 4977.29 18" INV OUT (N) = 4977.09 SUMP DEPTH = 1.50' INLET-17 STA 3+22.93, 15.50 LT INSTALL NEW 3' x 2' STORM DRAIN INLET GRATE @ FL = 4980.79 15" INV OUT (E) = 4977.43SUMP DEPTH = 1.50' MH-OUTLET-02 INSTALL NEW 60" Ø MANHOLE STA 3+07.86, 45.12' LT RIM ELEV = 4982.22HP STORM INV IN (S) = 4978.14 HP STORM INV IN (W) = 4979.34 HP STORM INV OUT (NE) = 4978.14 SUMP DEPTH = 1.50' 6.49 LF 6" HP STORM @ 28.66% 0+00 1+00 2+00 3+00 D-01 INSTALL NEW 60" Ø MANHOLE STA 3+43.49, 20.86' LT RIM ELEV = 4982.08HP STORM INV IN (SW) = 4977.64 CLASS IV RCP INV OUT (N) = 4977.64 SUMP DEPTH = 1.50' FET INV = 4981.20 FET INV = 4979.80 FET INV = 4979.70 SOUTH 15TH AVE60' R.O.W.(LANDSCAPED BLOCK FRONTAGE)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 NE GRADING PLAN (2 OF 6) 5659.011 15 C302 RSP LRH MEE 03/15/2023 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.MATCH LINE C301MATCH LINE C304 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. 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>>>>>>>> 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 SURFACE RETENTION BASIN G-1 DESIGN MAX WATER SURFACE ELEV = 4981.20 BASIN BOTTOM ELEV = 4979.70 MAX WATER DEPTH = 1.5 FT MAX SIDE SLOPES = 4 : 1 (HORIZ:VERT) DESIGN RETENTION CAPACITY = 11,549 CF SEE DETAIL 1 ON SHEET C1204 1 SURFACE RETENTION X-3 DESIGN MAX WATER SURFACE ELEV = 4983.80 BASIN BOTTOM ELEV = 4982.30 MAX WATER DEPTH = 1.5 FT MAX SIDE SLOPES = 4 : 1 (HORIZ:VERT) DESIGN RETENTION CAPACITY = 3,596 CF SEE DETAIL 1 ON SHEET C1204 2 SURFACE RETENTION BASIN X-2 DESIGN MAX WATER SURFACE ELEV = 4984.70 BASIN BOTTOM ELEV = 4983.20 MAX WATER DEPTH = 1.5 FT MAX SIDE SLOPES = 4 : 1 (HORIZ:VERT) DESIGN RETENTION CAPACITY = 2,782 CF SEE DETAIL 1 ON SHEET C1204 3 SURFACE RETENTION X-1 DESIGN MAX WATER SURFACE ELEV = 4985.40 BASIN BOTTOM ELEV = 4983.90 MAX WATER DEPTH = 1.5 FT MAX SIDE SLOPES = 4 : 1 (HORIZ:VERT) DESIGN RETENTION CAPACITY = 2,561 CF SEE DETAIL 1 ON SHEET C1204 4 SURFACE RETENTION B-4 DESIGN MAX WATER SURFACE ELEV = 4996.30 BASIN BOTTOM ELEV = 4984.90 MAX WATER DEPTH = 1.4 FT MAX SIDE SLOPES = 4 : 1 (HORIZ:VERT) DESIGN RETENTION CAPACITY = 574 CF SEE DETAIL 1 ON SHEET C1204 5 1 2 3 4 5 SURFACE RETENTION G-2 DESIGN MAX WATER SURFACE ELEV = 4981.20 BASIN BOTTOM ELEV = 4979.70 MAX WATER DEPTH = 1.5 FT MAX SIDE SLOPES = 4 : 1 (HORIZ:VERT) DESIGN RETENTION CAPACITY = 1,461CF SEE DETAIL 1 ON SHEET C1204 6 6 2 3 2 6 7 2 4 2 3 EX. 24" RCP CULVERT REMOVE FET AND INSTALLSTRUCTURE D-01 5 3 3 2 1 3 MASTER SITE PLAN MARCH 2023 30 6015300 SCALE IN FEET