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of the st<mdm*d moisture density re~otisnship of solle (ASTM D- Item SAME ELEV. FINISHED ~. GRADE <br /> ~9,-?0) e~cept ~h. top t~... ~eet (3') of the ~ckf,I ~h ~ ~'-- <br /> shell be c~np~cted to I00~ density. An Independent tearing Sod ~878 ~ I~ <br /> · e r~lts of ~ t~ts to the City of Dk Ri~r Mul~ (T~e I. ~ ~ch~ed) ~82 x 896.0 Prop~d ~ot Ele~Uon I I0 I/2" I 17 [/2" ~ DRIVE ~ <br /> ~glne~g D~rtm~t. F~tiliz~ 3~1 Proposed Drainage OlrecUon - _ j: : ~ 21' 20, 20, 15, <br />2. The contrect~ ~1 ~sta~ sit f~ ~r to ~m~g ~ ~=c~t 2575 , 28" ~ : ' ' - - ~ ~ - I- EAST <br /> of c~stmctt~ acU~tles, (S~[ F~ce to be Qty of ~k Ri~ b~k~ und~ Qty sb~t end u~ity pro~t.~~a With Pad ~e~t~ M~T~LE C~ETE C~B ~ ~TER ~Rs a ~TER ~ ~' ' ~B618 ~TE <br /> Stand'ds) 7. F~ow~g street c~s~cti~, the d~er ~a~ dean . ~B a ~T~ <br />3. The contr~ct~ sh~ limit hb ~tMU~ to ~e ~d~g ~mlts s[ree[s ~ ~ ~g b~ls es m~ed by ~ City of Bk C~B · G~ <br />'o-- ~ .e .~lng pl~. N, .... tmction ~ti~fle, .~, R'. ," BIT~INO~ WEAR C~SE (2~5,, Type 4.).TA~ COAT- ~ . .2,,BlT~lN~ ~ C~ (2~l, TYPE <br />c~ly ~th I~ ~d~once. 8. R~ ~ ~ell be ~ced et ~ st~ ~ ~Ye~ u~ the ~ ~ mREC~ ~ ~ 2" BI~INO~ BA~ CO~ (2531, TYPE 3lB) <br />City ut,lty ~t. end ~o[I c~f~ ~ffi ~llc~le City ~ Proposed Stem Sewer -TA~ COAT <br />4. The controct~ sh~ betel tr~ ~ot~ti~ f~, os dkect~ by the end Wot~h~ Dis~ct st~rda ~d spec~cot~s. ~ 6" CLASS 5 AGGREGATE BASE~ - 2"BIT~IN~S BA~ C~R~ (2331. T~E 5lB) <br />En~. [o prot~[ ~ee ~ts. ~ ~ PR~-"~T ST~" F~C ST~L~ APPRO~D ~BGRADE- -- 6" ~S 5 A~EGATE BA~ <br />9. V~oI ~ng td~ce ~o~ be wt~ 0.2 feet of ~e City ~ TO WO~ ST~ES <br />5. The ~M~ ~ ~e~le h~ ~otima to m~ize the ~pro~ ~o~ng plen. 2'~2"x54" W~ - -- ~PRO~ ~ <br />dtstu~ ~ae et ~y gi~ ~e. STAKES e 4' O.C. ~ I0' ~N~ I -I <br /> ~ AM~O~ TYPIC~ STREET SECTION <br /> 4" of ~1 ond ~ or ~ os dir~(~ by ~e ~g~, ~ ~ NA~AL ~ <br /> p~i~ .... ~~ ~'Sfi~ ~O ~ <br /> 2' MINI~ --~ EMB~K~NT <br /> SCALE ~N FEET SILT ~N~ <br /> <br /> <br />