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STORM SEWER TABULATION <br />STRUCTURE <br />STATION, OFFSET <br />STRUCTURE <br />CASTING <br />RIM <br />INVERT <br />SUMP <br />BUILD <br />INVERT <br />PIPE <br />PIPE <br />PIPE <br />PIPE <br />STRUCTURE <br />SIZE DIA. (IN.) <br />TYPE <br />ELEV. <br />ELEV. <br />ELEV. <br />HEIGHT <br />DIRECTION <br />DIA. (IN.) <br />MATERIAL <br />GRADE (%) <br />LENGTH <br />(LF) <br />CONNECTED <br />TO: <br />FES 100 <br />259+19.13, R 37.42 <br />N/A <br />N/A <br />N/A <br />863.32 <br />N/A <br />N/A <br />N <br />18 <br />RCP <br />0.49 <br />16.0 <br />CBMH 101 <br />CBMH 101 <br />259+13.13, R 21.42 <br />48 <br />R-3246R <br />866.604 <br />863.40 <br />859.40 <br />7.62 <br />S <br />18 <br />RCP <br />-0.49 <br />16.0 <br />FES 100 <br />863.50 <br />W <br />15 <br />RCP <br />0.50 <br />8.0 <br />CBMH 102 <br />863.40 <br />N <br />18 <br />RCP <br />0.47 <br />43.0 <br />CBMH 103 <br />CBMH 102 <br />259+10.84, R 21.42 <br />48 <br />R-3246R <br />866.606 <br />863.54 <br />863.54 <br />3.48 <br />E <br />15 <br />RCP <br />-0.50 <br />8.0 <br />CBMH 101 <br />863.54 <br />W <br />15 <br />RCP <br />0.50 <br />111.0 <br />CB 105 <br />CBMH 103 <br />259+19.13, L 21.42 <br />48 <br />R-3246R <br />866.604 <br />863.60 <br />863.60 <br />3.42 <br />S <br />18 <br />RCP <br />-0.47 <br />43.0 <br />CBMH 101 <br />863.85 <br />W <br />15 <br />RCP <br />1.00 <br />8.0 <br />CB 104 <br />CB 104 <br />259+11.40, L 21.40 <br />2' X 3' <br />R-3246R <br />866.606 <br />863.93 <br />863.93 <br />3.00 <br />E <br />15 <br />RCP <br />-1.00 <br />8.0 <br />CBMH 103 <br />CB 105 <br />257+99.63, R 21.41 <br />2' X 3' <br />R-3246R <br />866.976 <br />864.10 <br />864.10 <br />3.27 <br />E <br />15 <br />RCP <br />-0.50 <br />111.0 <br />CBMH 102 <br />FES 200 <br />266+45.16, R 35.05 <br />N/A <br />N/A <br />N/A <br />863.40 <br />N/A <br />NA <br />N <br />15 <br />RCP <br />0.51 <br />14.0 <br />CBMH 201 <br />CBMH 201 <br />266+45.17, R 21.29 <br />48 <br />R-3246R <br />866.41 <br />863.47 <br />859.47 <br />7.36 <br />S <br />15 <br />RCP <br />-0.51 <br />14.0 <br />FES 200 <br />863.47 <br />N <br />15 <br />RCP <br />0.30 <br />43.0 <br />CB 202 <br />CB 202 <br />266+45.16, L 21.52 <br />2' X 3' <br />R-3246R <br />866.47 <br />863.60 <br />863.60 <br />3.20 <br />S <br />15 <br />RCP <br />-0.30 <br />43.0 <br />CBMH 201 <br />FES 300 <br />266+70.13, R 33.75 <br />N/A <br />N/A <br />N/A <br />861.90 <br />N/A <br />N/A <br />N <br />58 SPAN <br />ARCH RCP <br />0.00 <br />69.0 <br />FES 301 <br />FES 301 <br />266+70.07, L 35.41 <br />N/A <br />N/A <br />N/A <br />861.90 <br />N/A <br />N/A <br />S <br />58 SPAN <br />ARCH RCP <br />0.00 <br />69.0 <br />FES300 <br />FES 400 <br />290+11.68, R 34.85 <br />N/A <br />N/A <br />N/A <br />871.60 <br />N/A <br />N <br />N <br />18 <br />RCP <br />-0.26 <br />77.0 <br />EX. CBMH <br />EARTHWORK SUMMARY <br />NOTES <br />ITEMS <br />UNIT <br />PROJECT TOTAL <br />UNADJUSTED VOLUMES BASED ON CROSS SECTIONS <br />EXCAVATION <br />1 <br />TOPSOIL (EV) <br />CY <br />556 <br />1 <br />ALT BID TOPSOIL (EV) <br />CY <br />290 <br />EMBANKMENT <br />2 <br />TOPSOIL REQUIRED (CV) <br />CY <br />555 <br />2 <br />ALT BID TOPSOIL (EV) <br />CY <br />291 <br />3 <br />EMBANKMENT MATERIAL REQUIRED (CV) <br />CY <br />2284 <br />EARTHWORK QUANTITIES TO SEQ <br />4 <br />COMMON EXCAVATION (EV) <br />CY <br />556 <br />4 <br />ALT BID COMMON EXCAVATION (EV) <br />CY <br />290 <br />5 <br />SUBGRADE EXCAVATION (EV) <br />CY <br />0 <br />6 <br />COMMON TOPSOIL BORROW (LV) <br />CY <br />722 <br />6 <br />COMMON TOPSOIL BORROW (LV) <br />CY <br />378 <br />7 <br />SELECT GRANULAR BORROW (LV) <br />CY <br />2855 <br />1 <br />ASSUMES AVERAGE OF 4 INCHES OF TOPSOIL THICKNESS, QUANTITY ADDED TO <br />COMMON EXCAVATION AND POND EXCAVATION PAY ITEMS. <br />2 <br />MINIMUM 4 INCHES OF TOPSOIL PLACED IN ALL VEGETATED AREAS DISTURBED <br />DURING CONSTRUCTION. <br />3 <br />FILL VOLUMES FROM CROSS SECTIONS. <br />4 <br />INCLUDES TOPSOIL EXCAVATION AND REGULAR EXCAVATION. <br />5 <br />INCLUDES SUBGRADE EXCAVATION, BELOW EXISTING AGGREGATE. <br />6 <br />TOPSOIL GENERATED ON -SITE MAY BE RE -USED. CV TO LV FACTOR = 1.3. <br />7 <br />RECLAMATION MATERIAL MAY BE USED AS REPLACEMENT FOR SELECT <br />GRANULAR BOROW <br />STANDARD PLATES <br />THE FOLLOWING STANDARD PLATES, APPROVED BY THE FEDERAL HIGHWAY ADMINISTRATION, SHALL <br />APPLY ON THIS PROJECT <br />3000 M <br />REINFORCED CONCRETE PIPE (6 SHEETS) <br />3006 H <br />GASKET JOINT FOR R.C. PIPE (2 SHEETS) <br />3007 F <br />SHEAR REINFORCEMENT FOR PRECAST DRAINAGE STRUCTURES <br />3014 L <br />REINFORCED CONCRETE PIPE ARCH (3 SHEETS) <br />3100 G <br />CONCRETE APRON FOR REINFORCED CONCRETE PIPE <br />3110 G <br />CONCRETE APRON FOR REINFORCED CONCRETE PIPE -ARCH <br />3133 D <br />RIPRAP AT RCP OUTLETS <br />3145 G <br />CONCRETE PIPE OR PRECAST BOX CULVERT TIES <br />4011 E <br />PRECAST CONCRETE BASE <br />40201 <br />MANHOLE OR CATCH BASIN FOR (FOR USE WITH OR WITHOUT TRAFFIC LOADS) (2 <br />SHEETS) <br />4026 B <br />CONCRETE -ENCASED CONCRETE ADJUSTING RINGS <br />4108 F <br />ADJUSTING RINGS (FOR CATCH BASINS AND MANHOLES) <br />4180 J <br />MANHOLE OR CATCH BASIN STEP <br />7038 A <br />DETECTABLE WARNING SURFACE (TRUNCATED DOMES) <br />7100 H <br />CONCRETE CURB AND GUTTER (DESIGN B AND DESIGN V) <br />8000 K <br />TEMPORARY CHANNELIZERS (TYPE C) (3 SHEETS) <br />DATE <br />REVISION <br />U4/24/25 <br />REVISED S I ORM SEWER <br />I hereby certify that this plan, specrfication, or report was prepared <br />by me or under my direct supervision and that I am a duly Licensed <br />Professional Engineer ufpder the la s of the Sty of Minnesota <br />JOE FL'RTRNCEK <br />Date 03/21/25 Lic No 57095 <br />DESIGNED BY: <br />DRAWN BY: <br />JJF <br />JJF <br />cnTE <br />03/21/25 <br />CHECKED BY: <br />JJF <br />FILE <br />25-03 <br />CITY OF RAMSEY <br />7550 SUNWOOD DRIVE <br />RAMSEY, MN 55303 <br />(763) 427-1410 FAX (763) 433-9898 <br />TABULATIONS <br />S.A.P. 199-106-012 / S.A.P 199-107-010 <br />ALPINE DRIVE RECONSTRUCTION <br />CITY PROJECT NO. 25-03 <br />CITY OF RAMSEY, MINNESOTA <br />SHEET <br />03 <br />OF <br />84 <br />