RMS Engr Drainage Report - 07.30.2014.pdfOEM
1) R:,/k, I N A, P", S I C,, N 14,",. E P ()RGY..,t
["4 W 1") U () 2 1507 , 7 3 0 ill, W i h�t'� C! "v aa) d d �'ds V"//" -
I A A; A an exk0ngdmm&pccl sitevv4h tripkx, in A iuw or Me W and a
single i'an-diy hil th'"'From "-1dj"iccmJ tc.dad' s h -c' e L " 'i'l-le 'e >"' i s i n g Idol uPbk. is ',I l-) o u [ " "j, 3 h:` tl ,, t � "d o 1-1
fl - u wcsl property We and hals "'�' hy 50 IN)"Ka. An: AN Ames )MY to cast al lut
ovemge shpe of 5 U) 10%, wkh a dtiveway mi bath hide of the homse W the Wt ME
lou The lol �apd:)'fodmmdy i l"400 squan", rect,o md is borderied oil tl"w n'odh arid souill
by rnutti-pk" fibindy houstn' .
J' "lie propc),,',ld isto coven 1he house to a Cd gal Aplev,.. I'his f,k7() J)afl'ldljjj,'F 4o-�
door h unas oC the house conversion, Th( -,t dcsign is WH hwo adl&ml fimtOg sWs Rw dw
dup%. I he parfAg Ws am adquhvd to he owde of Te 15,-Vc,ol frwfl yarrl
T4epl-o"posol i,,,, lo QW11 one addGoan An H in Te Ow Who hotme and one in 11w vew
1, ("a" id,piaop, st"d d norfln'vest ofthe [11CJLV`,Cvvd t k." '.i dnv�up.:?,h t 2 46ol drl veVv"'iy
"ddl he pheed in Hie AmL yunl sdback, A new stall 0 H be Wmal Nil solAhmusl of the
house and arudieralar l east of the hems, One padody ;AA exits W [hu gamge
"rhe anadied she deveMpment Idan M&I TeqdrC addhAml haper0ous pavwneni A, Kc,
ddamay mul Me now aking swHs TOM ama mAl be ,,flhouf 590 S'(1Mul", WAS is,
atore than 500 ;,qwrir,'e fi-,,,et squ"I'm Comage aflowed Without. rylitigtifioi-�. SdIlccUhc-
pavement is Wss awn 2,000 myore BY A is clas�sificd 'ars "'i, S1.11all �'i'ite Pr(jCm
A mrinwanny Adgkon symem proposed Ar dw pr(&Ct is insudki6ion! nl'pt'�rvious
1-)a.veraent fbr all the new plivement arcas,, The sit o paveimeM impnwameras am in an sea
with less than podia SUbgrade slope which muds the ciry',,; q:)ervious pavenumt
reqdreinents. Veryi-niriiinal grading will be necesmy fbr His instaRadon. Ile We alm
meeis affl the B.MP inydremems in ThUe 3 Hm cHy's handow, F, 72 13 on 4.
it deWU cab TYPICAL PERN1E',ABLJ,., PAVERS SECT101\4 is shown on the plan, Thu
Bume cm=: mid bedding shall f6flow dicseCtiollS Cha%Viflid' rUCjL1ifU1l-1eT1tS, A Nock
pavwN mAl also have to be Wmahled prer the nwuWctwvs reconimendafion& Ile
perWous pavement W=Wkn is less than '1000 S'Cj'LM-FC
Why in nol requAd. tlawcvmhe pWil notcs, that as subgrade inspeclion a'i.vJ,'-q')prow,'d
by (lie frl.gin.ea,r -is raWhad prior pl.a.cement crushed. aggmgoe We MCA
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