Agenda - Council - 10/26/2010 - Laserfiche WebLink

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STORM SEWER TABLE STRUCT RIM / FLOW LINE INVERT BUILD TYPE CASTING REMARK\ 864.00 858.81 (S,90 5.19 R- 1706 -1 STORMCEPTOR UNIT (SEE NOTE) 863.50 859 12 (S). 85922 (W. N) 4.38 48-4022 R- 3246 -R 863.50 859.92 (SA 860.02 (N, E) 358 48 -4022 R- 32A6 -R 86150 FES 863.90 860.58 (S) 3:32 R -1 R- 3246 -R 6 863.40 859.70 (E), 859.80 (N) 3.80 48 -4022 R- 3246 -16 7 863.75 86 (5). 860.26 (N) 3,59 48 -4020 R- 2535 -A GRATE TYPE C 863:80 860.62 (S), 860.72 (N) 3.28 R -1 R- 3246 -R 9 864.30 860.85 (S), 860.95 NB 3.45 R - 1 R- 3246 -R 661 54 (E), 551.54 (5) 2.46 R - - it 864,00 861.76 (N) 2,24 R -1 R- 3246 -R S10RMCEPTOR UNIT SHALL BE SIZED TO REMOVE 80% TSS WITH A DESIGN AREA OF 4.57 ACRES AND AN IMPERVIOUS PERCENTAGE OF 90 CONTRACTOR SHALL SUBMIT MAKE, MODEL AND DESIGN CALCULATIONS FOR REVIEW AND APPROVAL BY CITY. SUNWOOD DRIVE LEGEND = SPOT ELEVATION GRADING & DRAINAGE NOTES THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND /OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE INFORMATION P IS S NOT E MEASUREMENTS 70 BE RELIEDON AS BEING EXACT FIELD HE OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES IT SHALL BE THE RESPONSIBILITY ICH OF THE CONTRACTOR RELOCATE CONFLICT WITH THEPROPOSED IIMPROVEMENTS SHOWN ON UTILITIES THE PLANS. 2. ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. 3 EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED. EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. 4_ EXISTING GRADE CONTOURS. SHOWN AT 1 FOOT INTERVALS,. 5. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS. AT ALL TIMES 6. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND RE CONSTRUCTED TO SAME_ T THE EARTHWORK FOR ALL BUILDING FOUNDATIONS AND SLABS SHALL BE IN ACCORDANCE WITH ARCHITECTURAL BUILDING PLANS AND SPECIFICATIONS. B_ CONTRACTOR IS RESPONSIBLE FOR ERIFYING ALL UTILITIES AND APPROPRIATE UTILITY COMPANY PRIOR TO BEGINNING NOTIFYING ,�T�oW 9. CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTING STORM SEWER STRUCTURES, PIPES. AND ALL UTILITIES IBIBOR TO CONSTRUCTION 10. ALL CONCRETE TO HAVE A MINIMUM 28 DAY COMPRESSION STRENGTH OF 4000 PSI SEE LANDSCAPE PLAN FOR ORATION REO N DISTURBED AREAS SHALL RE REST WITH TOPSOIL, AND MULCH AS SPECIFIED, 12 ALL SIDEWALKS SHALL HAVE A POSITIVE SLOPE AWAY FROM THE BUILDING. THE MAXIMUM CROSS SLOPE SHALL BE 2.0% THE MAXIMUM LONGITUDINAL SLOPE ON SIDEWALKS SHALL BE 5.07 13. NO SLOPE IN ANY DIRECTION SHALL EXCEED 20% IN ACCESSIBLE PARKING AND LOADING AREAS. 14 ALL CURB & GUTTER SHALL BE TR ANSITIONED TO DRAIN ALLOWING NO PONOING_ F1 MVATION I ARFI S. PROPOSED BUILDING TC = TOP OF CURB FF = FINISHED FLOOR B = BITUMINOUS PROPOSED CURB & GUTTER G = GUTTER GUTTER-IN" C = CONC PROPOSED CURB & GUTTER "GUTTER -OUT" MO VER. STORM SEWER - » - -- UNDERDRAIN 1.0X PROPOSED DIRECTION OF FLOW #BM= 868.20 TOP NUT HYDRANT NOR, SIDE OF CIVIC CENTER DRIVE 6 OF SAPPHIRE ST NW DEPRESSED CURB EXISTING INTERMEDIATE CONTOURS EXISTING INDEX CONTOURS PROPOSED INTERMEDIATE CONTOURS PROPOSED INDEX CONTOURS #BM= 867.31 TOP NUT HYDRA CENTER NT NORTH S OF 385' OF RHINESTONE ST NW arev/ H,610247 �4 �Ey MOS. 30 60 SCALE PreoraSV44 4 4 urvocreLpf�4/. Ho ry 9 4 q ou 4 4 ADAM NAFST4D, PE Bc. xa 9 8/16/PORT AGN 11\ BOLTON 8. NA E NfG, INC_ Consulting Engineers & Surveyors MANKATO, MN FAIRMONT. MN SLEEPY EYE, MN WILLMAR, MN BURNNLLE, MN CHASKA, MN RAMSEY, MN AMES, IA fah /solo PSD, LLC RAMSEY TOWN CENTER 1 2TH ADDITION GRADING & DRAINAGE PLAN SHEET C2