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BIT. rL BIT. <br />VARIES 17'-19'MATCH EXISTING <br />B412 CONCRETE CURB & GUTTER <br />VARIES 0.5% -*1'1-- <br />1.5" BITUMINOUS WEAR TYPE SPWEA240B (2360) ' RECLAIM 5 -INCHES OF EXISTING MATERIAL <br />BITUMINOUS TACK COAT (2357) <br />2" NONWEAR SPNWB230B <br />EASTLAKE STREET <br />STREET TYPICAL SECTION STA 10+21-12+39.61 <br />NOT TO SCALE <br />BIT. rL BIT. <br />VARIES 17'-19'MATCH EXISTING <br />0%_1% <br />1%-2% <br />1.5" BITUMINOUS WEAR TYPE SPWEA240B (2360) —RECLAIM 6-INCHESOF EXISTING MATERIAL <br />BITUMINOUS TACK COAT (2357) <br />2" NONWEAR SPNWB230B <br />EASTLAKE STREET <br />STREET TYPICAL SECTION STA 12+39.61-14+47 <br />NOTTO SCALE <br />BIT. rL BIT <br />VARIES 17'-19'MATCH EXISTING <br />1%VARIES <br />1%-2% <br />2% VARIES <br />1.5" BITUMINOUS WEAR TYPE SPWEA240B (2360) —RECLAIM 6-INCHESOF EXISTING MATERIAL <br />BITUMINOUS TACK COAT (2357) <br />2" NONWEAR SPNWB230B <br />TONKA AVENUE <br />STREET TYPICAL SECTION <br />NOTTO SCALE <br />BIT. <br />I - <br />BIT. <br />(L <br />18'-35'MATCH EXISTING <br />I <br />D212 CONCRETE CURB & GUTTER. B412 CONCRETE CURB & GUTTE <br />SEE PLANS FOR LOCATION SEE PLANS FOR LOCATION <br />VARIES <br />VARIES <br />BIT. <br />- I <br />1.5" BITUMINOUS WEAR TYPE SPWEA240B (2360) ' RECLAIM 5 -INCHES OF EXISTING MATERIAL <br />BITUMINOUS TACK COAT (2357) <br />2" NONWEAR SPNWB230B <br />NORTHERN AVENUE <br />STREET TYPICAL SECTION <br />NOT TO SCALE <br />rL <br />15'-17' <br />2% <br />2% <br />BIT. <br />— 2" OVERLAY TYPE SPWEA240B (2360) MILL 1"-2" OF ENTIRE EXISTING BITUMINOUS <br />SURFACE TO OBTAIN A 2% CROWN <br />— BITUMINOUS TACK COAT (2357) <br />MINNETONKA AVENUE <br />STREET TYPICAL SECTION WITHOUT BITUMINOUS CURB <br />NOT TO SCALE <br />REMOVE EXISTING PAVEMENT. <br />THICKNESS VARIES <br />WEA240B BITUMINOUS WEARING COURSE <br />WEA240B BITUMINOUS WEARING COURSE <br />1. ­­.' nc. <br />POST OFFICE PARKING LOT <br />NOT TO SCALE <br />3" <br />SLOPE 0 ' 75" <br />PER FOOT <br />0.5" R� <br />7 <br />T_ <br />EXISTING SURFACE <br />240B OVERLAY <br />- SPNWB230B <br />iREGATE BASE, CLASS 5, (2211) <br />AIDE PREPARATION 121121 IINCIDENTALI <br />PATCH REPAIR <br />NOT TO SCALE <br />CONCRETE CURB & GUTTER <br />DESIGN B412 <br />NOT TO SCALE <br />1.5" R <br />j4"13.5 11 <br />IMPORT TOPSOILAS REQUIRED TO MATCH 1/2" R (TYP) <br />EXISTING LAWN ELEVATION. <br />NEW PAVEMENT <br />NOTE: DETAILS ARE NOT TO SCALE <br />D Bolton & Menk, Inc. 2017, All Rights Resewed <br />H:\ORNO\Cl3ll2899\�D\C3D\She,ts\112899GW4.d,g 5/16/2017 4:08 PM <br />BOLTON <br />& MENK <br />0 <br />SLOPE 1:6 <br />EEV MILED1.11 <br />o" <br />EXISTING GROUND <br />P.Zo <br />ji <br />EXISTING PAVEMENT <br />S L E0.75" <br />N <br />NOT TO SCALE <br />7 <br />2017 STREET IMPROVEMENTS <br />CONSTRUCTION DETAILS <br />CONCRETE CURB & GU17ER <br />DESIGN D212 <br />NOT TO SCALE <br />NOTE: DETAILS ARE NOT TO SCALE <br />D Bolton & Menk, Inc. 2017, All Rights Resewed <br />H:\ORNO\Cl3ll2899\�D\C3D\She,ts\112899GW4.d,g 5/16/2017 4:08 PM <br />BOLTON <br />& MENK <br />0 <br />2638 SHADOW LANE, SUITE 200 <br />CHASKA, MINN "'OTA 55318 <br />Plone: (952) 448-8838 <br />Email: Chaska@bolton-menk com <br />www.bolton-menk.com <br />EEV MILED1.11 <br />o" <br />I HOPED CERTHYTH THIS PI-AN,SPECIFICATION, OR REPORTMS PREPARED BY ME OR <br />UNDERMY RECT SUPERVISION AND THAT I AMA DULY LICENSED PROFESSIONAL ENGINEER <br />DER THE I -AM OFTHESTATEOF MINNESOTA. <br />P.Zo <br />ji <br />CITY OF ORONO, MINNESOTA <br />SHEET <br />4 <br />OF <br />14 <br />B—N <br />DDS <br />CHECKED <br />DPM <br />2017 STREET IMPROVEMENTS <br />CONSTRUCTION DETAILS <br />JEFFREY J. WEYANDT <br />Us. NO. 41342 DATE XX/XX/2017 - <br />1 <br />