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2.5" MILL & OVERLAY <br />KARTH LAKE CIRCLE <br />VARIES <br />SURMOUNTABLE <br />CURB &GUTTER <br />—SPOT CURB & GUTTER <br />MINOUS SURFACE(I—) REPLACEMENT (AS DIRECTED BY <br />MINOUS TACK COAT(2357) THE ENGINEER) <br />TYPE SP 9.$ W EARING COUP E (SPW EA3—) (1—) <br />AINING EXISTNG BITUMINOUS BASE PAVEMENT <br />PING AGGREGATE BASE <br />TING SUBGRADE <br />FULL DEPTH RECLAMATION <br />AMBLE CIRCLE & PLEASANT CIRCLE (PLEASANT DRIVE TO LEXINGTON AVE) <br />f <br />VARIES I vARIFs <br />FULL DEPTH RECLAMATION <br />AMBLE DRIVE & PLEASANT STREET (AMBLE DRIVE TO SE CUL-DE-SAC) <br />f <br />VARIES I vARIES <br />11PLA ENGI een)DIRECTED <br />RECIAIM MIN. 10" BITUMINOUS & AGGREGATE BASE SURFACE (2232) <br />1.5" TYPE SP 9.5 WEARING COURSE (SPW EA340C) (2360) <br />BITUMINOUS TACK COAT (235]) <br />2.5" TYPE SP 12.5 NON WEARING COURSE (SPW EB330C) (23W) <br />SUBGRADE PREPARATION121121 <br />MIN.6 RECLAIMED AGGREGATE BASE MATERIAL (IN PLACE) <br />TYPICAL SECTION NOTES: <br />1. ANY VARIATIONS FROM THE TVPICALSECTION DIMENSIONS ARE SHOWN ON THE PLAN DRAWINGS <br />2. PAVEMENT SLOPES AT INTERSECTION LOCATIONS MAY VARY FROM THOSE SHOWN ON THE TYPICAL SECTION <br />3. GRADE ALL TOPSOIL MATERIAL TO I" DEPTH BELOW CONCRETE SURFACES PRIOR TO PLACING SOD <br />4. ELEVATIONS SHOWN ARE RELATIVE TO C/L AND DO NOT RELATE TO ACTUAL CONSTRUCTION GRADES <br />FULL DEPTH RECLAMATION <br />CUMMINGS PARK DR <br />REPLACEMENT (AS DIRECTED <br />BY THE ENGINEER) <br />VARIES (CONCRETE/MULCH) <br />RECLAIM MIN. I' BITUMINOUS & AGGREGATE BASE SURFACE (2132) <br />1.5" TYPE SP 9.5 WEARING COURSE (SPWEM40C) (2360) <br />BITUMINOUS TACK COAT (235]) <br />2.5' TYPE SP 12.5 NON -WEARING COURSE (SPWEB330C) (2360) <br />SUBGRADE PREPARATION (2112) <br />MIN. 6" RECLAIMED AGGREGATE BASE MATERIAL (IN PLACE) <br />FULL DEPTH RECLAMATION <br />KARTH LAKE DRIVE, PLEASANT CIRCLE (PLEASANT DRIVE TO WEST CUL-DE-SAC), & PLEASANT DRIVE (SE CUL-DE-SAC TO NORTH CUL-DE SAC) <br />SPOT CURB & GUTTER <br />REPLACEMENT (AS DIRECTED <br />5"TOPSOIL MIN. BY THE ENGINEE0.) <br />BITUMINOUSRECLAIM MIN. 10" & AGGREGATE BASE SURFACE (2232) <br />WEARING PWEA340C COURSE <br />BITUMINOUS TACK II 1) <br />2.S" TYPE SP 12.5 NON -WEARING COURSE (SPWEB330C) (2360) <br />SUBGRADE PREPARATION (2112) <br />MIN.6 RECLAIMED AGGREGATE BASE MATERIAL (IN PEACE) <br />7 4" CONCRETE WALK (2521) <br />4" AGGREGATE BASE, CL 5 (2211) (INCIDENTAL) <br />SUBGRADE PREPARATION (2112) (INCIDENTAL) <br />4" CONCRETE SIDEWALK <br />NOT TO SCALE <br />3" BITUMINOUS WALK (SPWEA240C) (2360) <br />HAULED RECLAIM MATERIAL (IF REQUIRED) <br />EXISTING AGGREGATE BASE <br />EXISTING SUBGRADE <br />3" BITUMINOUS WALK <br />NOT TO SCALE <br />L— 6" CONCRETE WALK <br />6" AGGREGATE BASE,, CL 5 <br />CL 5 (2211) (INCIDENTAL) <br />SUBGRADE PREPARATION (2112) (INCIDENTAL) <br />6" CONCRETE PEDESTRIAN RAMP/DRIVEWAY PAVEMENT <br />NOT TO SCALE <br />7 3" BITUMINOUS DRIVEWAY(SPWEA240C) (2360) <br />6" AGGREGATE BASE, CL 5 (2211) (INCIDENTAL) <br />SUBGRADE PREPARATION (2112) (INCIDENTAL) <br />BITUMINOUS DRIVEWAY PAVEMENT <br />NOT TO SCALE <br />DRAFT�(DBOLTON <br />2214NIOE,MN55337 BAP CITY OF TRDEN ET&HILLS,MPROVEM TA Pnone: fsszl eso-osa9 BAP 2026 PMP STREET&UTILITY IMPROVEMENTS <br />mzll: BurDrvllle@boRu"-menR.<um EN HII,LS °' PW-2�01. C1.01 <br />g YAw..e0K.-menR.<Pm TYPICAL SECTIONS <br />