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MICKE GROVE ROAD EXTENSION <br /> 15- S 16 <br /> 20 2.0 <br /> Const. <br /> 4' Ek` -- — - --� 0.1?�X 24� Asphalt Concrete 4� <br /> � I <br /> o c 2 / <br /> e o a o 0 0 0 0 0 0 0 0 r' 0 o0ee o <br /> ' �Q .e . me0000 0000 oo e • 000 000e eco co o•oe <br /> � oc o 0 o eo 0 0 0 .e o e eo o e0po0oo o \ <br /> I 0.33 Aqqreqate Base Edge of Pavement -;? <br /> 0.Q'Asphalt Concrete <br /> TYPICAL over 0.33' Aqqreqote 0 <br /> A c4. Base <br /> SECTION t'� <br /> STA 51 + 25 TO STA 564. 48I R/w <br /> R/V�I r�- 12' Min. <br /> STA 58410 TO STA 82 + 00 i Conform to Existing <br /> � I <br /> 20 <br /> I 20TYPICAL DRIVEWAY <br /> SCALE I " = 6' <br /> Const. <br /> I <br /> 4 4 0.17' x 2,4 Aspl t Conc,rbte 4 41 <br /> SShouldar <br /> houlder <br /> I � <br /> [Y o 0 <br /> f Edqe of Pavement <br /> -5 % 2 /° 2 /° 5 °1° <br /> • �,i ,.:f f b oeti eoa o0 op ppoD 0ooao 0° DDOD pJ0D000 00 00 001000 o0o0 oDdD 00000 00 0000 00 00 ea Penetration Treatment <br /> over q) <br /> 0.331 Aggregate Base 0.33' Aggreqate Base 4q' <br /> TYPICAL p <br /> SECTION R <br /> R/W ._ lam—42 M i n. —T <br /> IW <br /> I Conform to Existing <br /> STA 56 + 48 TO STA 58 + 10 1 <br /> I <br /> TYPICAL FIELD ENTRANCE <br /> Const. SCALE 1 ° = 6' <br /> i/ <br /> Micka Grove Park Var. {20 MIn) <br /> - Av! qq <br /> F.I <br /> — Existing pvmt to remain in place D•ll�x Var. A.C. 4 <br /> pd <br /> Conform <br /> oeD 2 % <br /> Ytir; <br /> 0.33`Aggregate Base <br /> TYPICAL REFERENCE ~ COUNTY OF SAN J01QUIN <br /> DEPARTMENT CF PUBLIC WORKS <br /> SECTION C MICKE GROVE ROAD EXTENSION <br /> STA 824-00 TYPICAL CROSS To STA 8 7 + oo __ - SECTION <br /> _- - <br /> __., �,. ___— DR,3WN: APPROVED DATE DATE <br /> RI LI lns 4-4-65 <br /> -...._. ___-- -- --_-_ _.----- ------ DRAWING NLS. <br /> NO DATE DESCRIPTION APPRD ,csr�A LE: L. N BRADLEY R.E. 7077 <br /> REVISIONS '� = ,� DIRECTOR OF PUBLIC WORKS <br /> - <br />