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SECTION 34, TOWNSHIP 29 N, RANGE 4 E, .M . <br /> °� ( \ � � � � I M abeaD <br /> � . � J . � <br /> i �I � � � , , � I ,�� �•� <br /> �{ i y� � hw t�mtmM <br /> I I• I ) /��5� 7�Ql�L`���` % � /\ ert1n.N�� p1�J dYD��sal0en[A <br /> � \ l � I ��� � v�. r cban vulv�p I�n piDu A nac�s� <br /> a I � <br /> I � � � � � ��w��' o� ,o �'vr6"Derbrald pipe hd Ilitk�el 1 <br /> � I ' / � A, 1 \ C 1q2h9C A^ O�) 1 <br /> i • <br /> I I- �� ' _ _-_\ oi�q'� �•9��p� o ��v rNMIf,E1WYroHcmrrllccLhw , ryfv�CP <br /> : 17 � e• v' -�� - - -- - -�- � � R 1b'QL. A • — � .WrolHmver <br /> I `� 1� �� . � � � n � � + <br /> 1 _. �\ �?� i 1� <br /> I I I �I \ 'g \ \ � '_ � .`` s� i \ ,� �� • mD�ant Vip� (�rw dupn <br /> a� Ibw_<0 6 C FS pe r vmc h) <br /> , � � � � � fi L I�OCKEfi�Y DowraSPouT NOTE: , o.o <br /> 1 fi <br /> �` . � <br /> I q I I� �� � � ��n l� SE ��IOTE — � ..� ALL ROOF D�WNSPOUTS SHALL BE DIRECTED �; �4 c�sn au�v��p bom pio� <br /> , I � , I � !. � , ` O�- TO ONE OF THE TWO LEVEL SPREADERS •� � <br /> �� \ � � � SHOWN ON THIS PLAN. NO MORE iHAN °e <br /> I i I I � �� ���i_ . \`\ � � � 1,400 SF OF ROOF MAY dE DIRECTED TO — Il�r�vv0�r <br /> BASEMEN`� er��n�nq cas <br /> R' � EACH SPREADER AS DESIGNED. HOWEVER, IF �s� ��ry <br /> G ' �' \ i � ��'� � �`. -� - � � DURING CONSTRUCTION ADDI710NAL ROOF P� <br /> AREA IS DIRECTED TO EITHER SPREADER 1HEN MS <br /> — -�' . � �� ' PROP�ED'-S R �'� � � � ` \ � <br /> �, � � � i � � •� � THE LENGTH OF T}iE SPREADER SH�LL �E I �R p� I n. <br /> i I I ` � �_ _ � � � �\ - l� INCREASED BY 1' FOR EVERY 70 EF OF ROOF ppaou �,�, <br /> � � C3 � OVER hiE 1.400 SF NOTED ABOVE. yanraniceaDoes. �. a �,�/`��` <br /> ` � � N� � � i O CONTRACTUR TO ENSURE TI1AT THE MODIflEO n ,��„f� '" � <br /> I p I \ � �� '� Y' ` � p'� TRENCH R[TAtNS A MINIMUM {'LOW PATH OF �, r- � � ~ � <br /> � I GAR. �LEV-- � \ �� � ��� � 25-FEE� FROM ME SPREADER TO NEAREST N� <br /> ���. ' - . 2���o�r <br /> ,AJOp ZG2.O � -�,M �o� py�� _� \ ���'�) � DONMSTREAM PROPERIY LINE ALONG THE -. �� �• Lvad nokl�r " <br /> I I y — �- - � , � DIRECTION OP �LOW. cm,wd��� � •; � T or6'DQMrxad <br /> = I • I !' _— 3� � � \ Doafd ' � �0 .o pi po IaR1 11I <br /> I o �- '- `� � p � °P •, NOTCS: <br /> —. Z—°t I ANSITI0e1 ZONE � � " � 1.7�fsterohsf�auMconsttv�edso <br /> O I i _^ S9 h� SE �DETAIL\ �� \ �"x�t�DD�RpOf� 0� ; fhM'��vc,6m�,) uo rcwntpoiramot o�dpr <br /> FOOTING DRAIN fc HOCKERY DRAIN NOTE: . ���y p .rur,ad�ak i �►�9 <br /> �� I � P�— — �MtOVo4L �cCtSS \\ I \�l � � Q a n•P nit�,rn <br /> �.sc�n�i ns• � �'� ZO LF L�EVEL yR FOOTING DRAIN MAY OUiFALL TO ANY I.EVEL f 2.irenct�esrv�le pietedrvocEser <br /> � 00.57� 700� 00� 00 \ � � $PREADER WITH AN OVERFLOW EIEVATION �'�a��� itk�CiltctUmeamtlsrr([[1M1 <br /> I � i I , SPREADER (TYP.) I \ MORE T}iAN 1-r00T �ELOW hiE LOWCST ebrqlbuAre) <br /> N DEVELOPLD FLOW � �. POINT Of hiF f00TING DRAIN OR A ��xr+��O'�a'<aA�nNUMKaWI�' 3 Trnrchrnty�.��►� tnuc�mu�tp <br /> I C ARROWS (TYP.) � I � STAHIUZCD AREA ON iliC SITE iHA1 MEETS �mtlir'rlinnndn�rat q <br /> i � ` 1lIE SAME ELFVATION REOUIREMCNTS. M.al AI' nbblbn�coneovfoleir. <br /> SEGTION Aal 4 Sap�nh pn,ls�in�as rw�wrwl t� <br /> ROCI(ERY NOTE: ROCKERY DRAINS MAY A�SO OUTF�LI �0 ANY NTS mBr.nrrlrtMsnen�uPqmrYMn� <br /> RFfER TO SITE PLAN VREPAREO BY LEVEL SPREADER WITII AN OVERFI.Ow MORC n'�'�AB�• <br /> ASPI fOR ROCKERY LOCAT10N5 AND DiAN 1-F00T BELOW 11iE LOWEST POINT Of ._ <br /> i11E WAIL DRAIN. OTIIERNISE THE ROCKERY --- - - --- .. _ _. ._.---�- --_._ __---- ----_._. _—._. ...- ----- <br /> �AYOUL Rf.FER TO GEOIECHNICAL __ _ <br /> RCPORT FOR NOCKERY DESIGN DFTAILS. DRAIN MAY BC DIRFCTEO 10 A ST�f3qJTF0 - - <br /> OUTF Al l LOCAl10N 1HAT MC[TS THE SAMf fipure 3.6 Standa►d Olsperelon Trench wfth Notthed Gretle Board <br /> EIEVAlION RFOUIKEMENTS. <br /> VARICS � rnANSITIUN ZONE SHALI <br /> - - -12' MIN.--- ONIY BE INS1AlIfD ON THC <br /> DOWNSIOPE SIDE OF NFW <br /> GRAVEL, ASPHALT DRIVEWAY AREAS. <br /> OR CONCRETC -�0' MIN.- <br /> DRIVEWAY - -�� <br /> ' __ ' Z� 'I�n AMENDED SOIL .._ • . <br /> FIL TER 5 iRIP <br /> �--- _ ------ — ---- CALL 48 HWRS <br /> N M S BEFORE YOU DIG <br /> � DRAIN ROCK OR pj�e{id�••��Q/ 1-800-424-5555 <br /> � SUBGRADE MATEHIAI. 0 �� <br /> AMENDEO SOIL ' � OMEGA STORMWATER SITE PLAN <br /> RFFER TO SHCCT 4 ENGINEERING, INC. CHINOOK SFR <br /> �OR SPEC. • •°i::::` � - -- --- - — <br /> 2829 RoekefellerAvenue DATE JOB N0. SCAIE SHEET <br /> TRANSITION ZONE DETAIL �� �� � Everott WA 98201 <br /> N.T.S. L � "'_ (0�125.3e7.�820��425.Y59.1958 1/13/12 12-013 1" = 30' 2 OF � <br /> �._/ <br />