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ATTACHMENT D-2 <br /> GENERAL SPECIFICATIONS AND PLANS <br /> Below is a typical road section and a typical swale block section for the new road <br /> pavement and swale . <br /> 80 '.t _ 1 <br /> 40 )1 40 'f <br /> W 23'f 6 ' 2 6 ' <br /> Z SWALE WUZE PAY£A/ENT WUZE SWALE ' <br /> (SOLID SOD) NDii10 �' SURYEY `LULDE i SDL�D 5!}D) ' <br /> (BOND P. G.L (SID <br /> OL <br /> >5. 5 ' T sonj > 1 ' t 1 ' SDDj MATCH <br /> f .fG <br /> .4 1YP SP. -9.5 6M ' 4i EXISTING <br /> �i ( 6 " ASPAUr 6 " I AROUND <br /> £X/STING (TYP.) <br /> GROUND <br /> I8' STORMED SUBGRADE (LER 4 <br /> Ar .mr (MAX) DENSITY <br /> 80 UMEROCX SASE <br /> PER AAs)ITO T- 180 <br /> Ar 98X (MAX) DENSITYi 12� STABILIZED 5'UBGRAD£ (UR 40) <br /> i PER AASHTO' T- 180 AT 98X (MAX) DENSITY <br /> PRIME COAT I PER AASHTO T- 180 <br /> ENT/RE DITCH BLOCK <br /> TOE OF S TO BE COMPACTED <br /> LOPE <br /> A A TO MINIMUM 95, DENSITY <br /> PER AASHTO T- 180 <br /> + _ . _ + <br /> AND SODDED <br /> •i:6iiY»y- <br /> az 7 <br /> SLOPE 4: > (TYP� <br /> - - � TOE OF SLOPE <br /> 7mrlOWLINE OF SWALE <br /> PLAN SECTION A -A <br /> TYPICAL DITCH BL OCIf <br /> NOT TO SCALE <br />