01-24-2024 Council Packet - Laserfiche WebLink

Home Browse Search

OUTLOT B17+0017+8010+00 11+00 12+00 12+65BL 121234BL 131234BL 10142536BL 111324STSTREET 1STREET DS S S44+0015" CL V RCP15" CL V RCP21" CL III RCP 15" CL V RCP21" CL III RCP STCB-5216 STCB-5215 STCB-5213 STCB-5212 STCB-5216A STMH-5211 BEGIN BL-STREET 1OUTLOT JOUTLOT AOUTLOT I10+00 11+00 12+00 12+70 14+0015+00456BL 714253634BL 81324STSTREET 1STREET CS SS15" CL V RCP15" CL V RCP15" CL V RCP15" CL V RCP 18" CL V RCP 15" CL V RCPSTCB-5308 STCB-5313 STCB-5312STMH-5314 STCB-5315 STCB-5317 STMH-5301 895 900 905 910 915 920 925 930 935 909.02908.39+95 909.57908.310+00 909.15908.810+50 908.73908.711+00 908.32908.511+50 908.39908.412+00 909.18908.312+50 905.51908.312+70 STMH-5314RIM: 908.20STA 11+37.21, 12.00' LT48" DIA MHINV: 904.17 (W)INV: 904.17 (E)INV: 904.07 (S)- R-1678-ASTCB-5312RIM: 907.66STA 25+83.38, 76.44' LT60" DIA CBMHINV: 903.54 (W)INV: 903.78 (N)INV: 903.53 (S)- R-3067STCB-5312STCB-5313RIM: 907.67STA 25+59.39, 75.48' LT2'X3' CBINV: 904.53 (E)- R-3067STMH-5301RIM: 906.53STA 12+61.4, 10.4' LTEX 60" DIA MHCONNECT TO EXISTING DRAINAGE STRUCTURE INV: 903.70 EXISTING ELEVATION AT CL PROPOSED ELEVATION AT CL EXISTING PROFILE AT CL PROPOSED PROFILE AT CL PVIS: 10+00.00PVIE: 909.57PVIS: 11+50.04PVIE: 908.32PVIS: 12+30.00PVIE: 909.02PVIS: 12+53.82PVIE: 909.21PVIS: 11+85.00PVIE: 908.07-0.83%-0.70%2.11%0.80% 48' 15" CL V RCP @ 0.60% 76' - 18" CL V RCP @ 0.60% 24' - 15" CL V RCP @ 4.13% 8" PVC WM INV: 899.82 8" PVC SSWR INV: 897.57 895 900 905 910 915 920 925 930 935 909.69+90 909.78909.310+00 909.45908.610+50 909.12908.511+00 908.27908.311+50 907.97908.212+00 908.312+50 908.312+65 STCB-5212RIM: 907.30STA 12+43.34, 12.00' LT60" DIA CBMHINV: 903.65 (W)INV: 903.35 (N)INV: 903.35 (S)- R-3067-0.66% -2.00% -0.60%PVIS: 10+00.00PVIE: 909.78PVIS: 11+09.57PVIE: 909.06PVIS: 11+48.58PVIE: 908.28PVIS: 12+47.67PVIE: 907.68STCB-5212STCB-5213RIM: 907.30STA 12+43.07, 12.00' RT2'X3' CBINV: 903.77 (E)- R-3067STCB-5215RIM: 908.39STA 11+22.30, 12.00' LT72" DIA CBMHINV: 903.76 (W)INV: 903.86 (E)INV: 903.59 (S)- R-3067-CEXISTING ELEVATION AT CL PROPOSED ELEVATION AT CL EXISTING PROFILE AT CL PROPOSED PROFILE AT CL STMH-5211RIM: 907.48STA ???, ???' ???EX 60" DIA MHCONNECT TO EXISTING DRAINAGE STRUCTURE. INV: 903.32 24' - 15" CL V RCP @ 0.50% 121' - 21" CL III RCP @ 0.20% 15' - 21" CL III RCP @ 0.20%K:\019789-000\Cad\Plan\3RD ADDITION\019789-000-C-STSM-PLAN.dwg 1/3/2024 8:04:50 AMSTREET & STORM SEWER PLANS CG-20 AS SHOWN SJH / JEB KWHJEB / ATH NSCALE IN FEET 0 H: 20 40 SCALE IN FEET 0 V: 5 10 STREET D SCALE: PLAN BY: DESIGN BY: CHECK BY: SHEET WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONPIONEER COMMONS - THIRD ADDITIONLENNAR HOMES - LITTLE CANADA, MINNESOTA019789-000 KYLE W. HOFF01/XX/202459709SEE SHEET - MATCHLINE -STREET 1 CG-22 STREET C SEE SHEET - MATCHLINE -STREET 1 CG-21 SEE SHEET - MATCHLINE -STREET 1 CG-22 CONNECT TO EXISTING DRAINAGE STRUCTURE NOTES: 1.DRAINTILE AND CLEANOUT LOCATIONS SHOWN ARE APPROXIMATE FOR LAYOUT INFORMATION. FIELD ADJUSTMENTS MAY BE NECESSARY. CONTRACTOR TO NOTIFY ENGINEER OF A PROPOSED MODIFICATION TO LAYOUT. 2.CURB CATCH BASIN OFFSET AND RIM REFERS TO THE GUTTER LINE OF THE CASTING. 3.SEE DETAIL STR-3 AMD STO-5 FOR ADJUSTMENT NOTES FROM DESIGNFLOWLINE TO CURB INLET RIM. CONNECT TO EXISTING DRAINAGE STRUCTURE SEE SHEET CG-25 SEE SHEET CG-25