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STREET <br />MISCELLANEOUS REMOVALS <br />REMOVE REMOVE REMOVE REMOVE PA' <br />CLEARING & REMOVE CURB REMOVE PIPE SAWING BITUMINOUS SAWING CONCRETE <br />SEWER PIPE BITUMINOUS CONCRETE DRAINAGE M <br />GRUBBING &GUTTER (STORM) CULVERTS PAVEMENT PAVEMENT STRUCTURE PAVEMENT (FULL DEPTH) PAVEMENT (FULL DEPTH) RE <br />LUMP SUM LIN FT LIN FT LIN FT SQYD SQYD EACH LIN FT LIN FT <br />PUMA STREET 1 32 157 45 <br />I BUNKER LAKE BOULEVARD 174 85 4334 59 1 364 18 <br />TOTALS: <br />1 174 85 32 4491 59 1 409 18 <br />NOTES ITEMS <br />EXCAVATION <br />1 TOPSOIL(EV) <br />2 REGULAR EXCAVATION (EV) <br />EARTHWORK SUMMARY <br />UNIT PROJECT TOTAL <br />UNADJUSTED VOLUMES BASED ON CROSS SECTIONS <br />CU YD <br />CU YD <br />PUMA STREET <br />STA 0+70 - <br />STA 18+50 <br />O <br />BUNKER LAKE <br />BOULEVARD <br />STA 0+45 - <br />STA 17+04 <br />648 151 497 <br />5857 <br />3109 2748 <br />EMBANKMENT <br />3 TOPSOIL REQUIRED (CV) CU YD 872 375 497 <br />4 EMBANKMENT MATERIAL REQUIRED (CV) CU YD 450 235 215 <br />TOPSOIL BALANCE <br />5 TOPSOIL REQUIRED (EV) <br />TOPSOIL GENERATED (EV) <br />TOPSOIL BORROW (EV) <br />GRADING MATERIAL BALANCE <br />6 MATERIAL GENERATED (EV) <br />7 EMBANKMENT MATERIAL REQUIRED (EV) <br />8 EMBANKMENT MATERIAL (EV) (EXCESS) <br />EARTHWORK BALANCE <br />CU YD 1308 563 746 <br />CU YD 648 151 497 <br />CU YD 660 411 249 <br />CU YD 5857 3109 2748 <br />CU YD 585 306 279 <br />CU YD 5272 2803 2469 <br />EARTHWORK QUANTITIES TO SEQ <br />9 COMMON EXCAVATION (EV) CU YD 6505 3260 3245 <br />10 COMMON TOPSOIL BORROW (LV) CU YD 660 411 249 <br />11 SUBGRADE EXCAVATION (EV) CU YD 200 <br />11 SELECT GRANULAR BORROW (CV) CU YD 200 <br />1 CUT VOLUMES FROM CROSS SECTIONS. ASSUMES AN AVERAGE OF 4 INCHES OF TOPSOIL THICKNESSS <br />2 EXCAVATION REQUIRED BELOW EXISTING TOPSOIL AND BELOW PROPOSED AGGREGATE BASE COURSE. INCLUDES EXISTING RECLAIM <br />MATERIAL ON PUMA STREET <br />3 MINIMUM 4 INCHES OF TOPSOIL PLACED IN ALL VEGETATED AREAS DISTURBED DURING CONSTRUCTION. <br />4 FILL VOLUMES FROM CROSS SECTIONS. <br />5 MINIMUM 4 INCHES OF TOPSOIL PLACED WITH A SHRINKAGE FACTOR OF 1.5 APPLIED FROM CV TO EV. <br />6 REGULAR EXCAVATION BELOW TOPSOIL. <br />7 MATERIAL REQUIRED UNDER ROADWAY AGGREGATE BASE MATERIAL AND UNDER TOPSOIL IN BOULEVARD AND POND AREAS. SHRINKAGE <br />FACTOR OF 1.3 FROM EV TO CV APPLIED. <br />8 CONTRACTOR TO SEPARATE TOPSOIL, GRANULAR MATERIAL AND SUITABLE GRADING MATERIAL. GRANULAR MATERIAL TO BE USED UNDER <br />ROADWAY. SUITABLE MATERIAL TO BE USED IN BOULEVARD AREAS. <br />9 INCLUDES TOPSOIL EXCAVATION AND REGULAR EXCAVATION. <br />10 TOPSOIL GENERATED ON SITE TO BE USED BEFORE ANY TOPSOIL BORROW IS HAULED TO SITE. <br />11 QUANTITIES TO BE USED AS DIRECTED BY ENGINEER IF POOR SOILS ARE ENCOUNTERED. <br />• 9olton & Menk, Inc. 2018, All Rights Reserved <br />H:\RAMS\R16114473\CAD\ 114473G002A.dwg 4/26/2018 10:40 AM <br />STREET <br />PUMA STREET <br />BUNKER LAKE BOULEVARD <br />TOTALS: <br />STREET <br />PUMA STREET <br />BUNKER LAKE BOULEVARD <br />BOLTON <br />& MENK <br />TOT, <br />7533 SUNWOOD DF <br />RAMSEY, MINNE <br />Phone: (763) <br />Email: Ramsey@bc <br />www.bolton-n <br />