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_ . __ __ <br /> Permi€�� C1606-022 . <br /> ' , " Site Address: 1914 HOYf AVE <br /> Qwner: STEWARD JEFFREY&CALLIE <br /> � Tenant: [TenName] <br /> __ . <br /> � �AP � S1TE PLAN & PROJECT DATA � Ap�. ��t�: 6/z7�zol6 <br /> U�N�1NI•I,Y. Praposed Use: SFR DETACHED <br /> Descripria�; ADQITION,FRONT PQRCH, REAR ENTRY& <br /> ' • , �. . � - <br /> - ; REPL4CE ROQF <br /> , � , , , � � <br /> , - _ ' � Reviewed By: ��� Qate: �J�'1 �� <br /> � : ` ' � ice <br /> , , <br /> !,�('`����� �������� , .� ., .. , . fF Set �ob Site Ser <br /> k�p i <br /> > > ' - - � . � . . �___ � a _._.. _ � . � Fire/Planning Set <br />�a. � <br /> , <br /> � � � M� � ��I,(�� �� � ` <br /> �J r , , r , l � r. , ' , .•. <br /> . ' � � -� , <br /> �n ' _ . <br /> ' ' - � --,.,. _.�_ - . , -- --- - _ <br /> ' � �7n ' I�� _ <br /> \ � <br /> # � � , <br /> - - . �, ., . - <br /> �a EFFICIENT WATER HEATING 5a: 0.� � ���� � � {'� <br /> . , , f�1�1���"Fc��,J - - , , . <br /> , <br /> �Vater heating system shall inchide one of the follo�ving: � � � � � <br /> r'"i � <br /> ° _ __ __ a� i . <br /> Gas,propane or oil�vater heater with a minimum EF oP 0.62 �;�� � <br /> � � 0� T'Dt�f<�I , �� ° � �� U <br /> 01• ; ` , - ' I�PDI°?"!S?y.! �'D �0 S�� � . . � �"�i�-f4 . _ � , � � � Q <br /> �.���e��� i����� � � � <br /> Electric water heater with a miniinum EF of 0.93. � ' � � � �� ( i���� ���� ���� "�� <br /> ., PA`Tip GO��• I � �'.-� � I . �p.Gt� �:r�d� � ' <br /> � ' '�'�1�-i'TT, �'f�A�.t7 I I�I',2� '�a.� i ii <br /> 0 5'�f {0.0 . '4� � � � � 0� Od ,.i.r <br /> � and for bofh cases i , � �O ', � � <br /> All showerhead and kitchen sink faucets installed in the house shall Ue rabed at 1.7� i � " , � �- - - - - -- - -- - --�-- - - , , ; �lOti1�� � _g f � p-�i � � � � ,,�,� <br /> � _:� <br /> ; � . ' � ' 't�'Gp - <br /> GPM or less.All other lavatory faucets shall be rated at 1.0 GPM or less. �, _ � � � . � � , � � � � � <br /> ; � � _ <br /> . <br /> _" <br /> , . . . . . . . . . . � ._. -,_-_ �.. -.� _.._.. � - � � _._. � . � <br /> _ �': <br /> . _� i '� '� ' .►-� <br /> I'o ualif to claim this credrt the bu�ldm ermrt drawmgs shall specify the ophon i � , e . � : � � � � � - � � �� �� <br /> 4 Y > �P � f � i + r` � .+ 1 A � � <br /> being selected and shall specify the water heater equipment type add the minimum '' • � �'��'�� ��`'�' ���'-'3�- - - <br /> ' �,'e�.r��� v,/,�,t.l� � , 4 js-�'{`, �U�a�- _ �\ �: ,�s,' i C11 {"°�" � r�+ C� C� r„i > <br /> equipment efficiency and shall specify the maximum flowrates for all showerheads, � _ �� � �� � � � _�s{P�{"� M � �� _ - � � � �� <br /> , � � � � <br /> kitchen sink faucets,and other lavatory faucets. j . � ' ,� °•' -: �, . , ,; . _� � . �;I`/t�"t�lfll.�' � ,� � � <br /> � \ � <br /> I �. �� � � � <br /> ,� , -- ---� ' � t_� �, .. �.�-����.,� , � . . � � <br /> , � � ! ; '�\ �d�.-r'c.�-6-�DD . � O � � <br /> ; : � . � _ �� ' f . , a <br /> i � ( o . . <br /> ' �`. " ' � �---._. ,_ . • ' `_(G '� I `� l:ii-� � , . o .. <br /> � f ..r T � <br /> � � _ � , • �---- -o _ �. � .. t����� _ - , . . � - . <br /> ' � . . � � � s � s � ► , � ' � " , � � <br /> , � 5 T �, . �� W <br /> ; r -�.� �,�. _ �,, � `�r , . <br /> ' ' �`� � ` <br /> , , �, - <br /> � . . „ _ I , <br /> - • - � <br /> . , . �i��t', �, . , <br /> ; • . , '�'P�I�1�..I�.�1(ry �u, - y�, _ _r - . �... -_ , - , .- ' _ . - - Q <br /> � . _ <br /> ' � .�C�r��������vr� A.�r����c�� . <br /> � �-'`- g ��i�r• �`«rir��. <br /> . t GdvL"CZrl7 , �i�'�". �, <br /> . _ ' . ( . �*J�;E.1�. , , T�y <br /> V� ��rr�-�Go�c, ios.co Y��.� �� `.✓ <br /> , � : t _ � � � . <br /> � - <br /> �- <br /> � � <br /> ,GA �{-1.55 <br /> _..____.. .. ... . . _ , . � <br /> � � , ' - ' ' " - �% . � • , " . ' � <br /> � . I`i� cC+ • . <br /> �. , , � <br /> _. . � <br /> SYMBOLS � ' � � I�� � � �„ � „ , „ E �, (a� <br /> . � � i� l3 - IQ !�, -r.� � .�a-Q �k-� �,�q <br /> i� i o��} 5�_�i , "'�I - Cn `�, <br /> _. . _ � ,r��..,�.,�_. ' � <br /> ����� ������� ����1 ��:«�� �A�� � <br /> D�T�IL fi���E�NC� PL�4N �1�MBOL �'�'��'�r�`� �`��`�� ���� <br /> ,J rt <br /> . � <br /> � i�,u ��t.:� �, <br /> . �1"IOK� p�T�C70R �'�'"�(,�� /�-� . <br /> p�TAi�. No. � <br /> 1 SN�ET NO. ��r� � ��,��f Gt� Pra'ect Descri tion: Existin house addition, re air& remodel H g xisting walkway - � � <br /> A101 � <br /> ° �X N A U S T F,4 N J P � p ei �t Calculations:Bench Mark: Side walk elevation iri front of e <br /> � includes: re-construct and front porch 8� addition, Bench�Mark Elevation= 100.0' A= 101', �= 1 O l.6', C = 1023', D= 101.6' . <br /> + new covered back entry, new patio &new roofs SITE PLAN � <br /> ���(',�, ��C�'�ON R�V151�3i� SYM�30L Tota1=406.5' Average (base elevation) = 101.6' + 35' = �36.6' =1Vla�imum height N <br /> �--- S�GTION ��TT�R - Owner: Jeffrey & Caliie Steward Site Address: 1914 Hoyt Ave - � . <br /> � ��'� ���'�'�� 17514 Densmore Ave,N, Everett, WA 9$201 �Q��N -Lot Area: 0.14 acres, 6,098 sf �: - <br /> 1 ,�. � � Shoreline, W�-4 98133 � . I J ; _ �, <br /> A101 SN���' N0. o , j� �,p -3 a Total Building Area: 1,142 sf= 18.7%coverage (I-�ouse &porch additions) ; <br /> �> <br /> '' < Legal Description: EVERETT DIV B PLAT OF BLK 377 D-00-LOTS 25 &26 SGa,�� ' � ��- ic�� " � ' <br /> ° Existing Impervious: 1,268 sf(existing housz,porch and ival�Cs') � � <br /> . �: .� <br /> 'Y ABBREV lATIC3NS Parce�#: 004370377025D0 Zone: R-3 Maximurn Iieight= 35' ; - � <br /> _ letew Impervious: 293 sf(house additian, fron��orch,back covered entry;patio ) �; <br /> , � , � � � � �,- ��� � � <br /> . ���R � ���� p��p,��t: : I���tN�t����"� "°i'� �t����k-I ��.����� '�otal New Impervious: 141 sf = (new irn�ervio�as-removed back walk) w �j' <br /> NDR � �, " ; <br /> � AND D DRY�R _ <br /> � AT DBL 3 DOUSI.� N� �IEh1-FIR RAD RADIi,lS F <br /> � G�NTERI.INE D�T DETAIL . NORIZ. +�OR(XONTAL REF. R�ER�MG� � � <br /> � DIAMETER OR R011i�JD D�MO. DEMOLIvN,D�MOLI710N NYAC NEATINCs,Y�NtILATINCs, R�IN�. R�It��ORC� } <br /> 17fOt�tlNCx REQ. REQUIi�D I � � <br /> d P�NNY (NAIL SIXE) . PF DUUCsLAS�IR-LARG+�I AIR GOND i ' <br /> R�Y R�YISION � <br /> i� PLAT€ DN DOU6L�NUNCs . <br /> . N. ING-I f�"1. RODP1 ,�, ! �� <br /> �' POUNp,t�'1�3ER DIA. PI�TER � , � <br /> �Ip� INSUL. IN�tlLA7lON RO. R011CiN OP�NING t' i <br /> t Afi'�OXIMA1�LY DIM. DIhiE � ` '� ' �� <br /> INCz M INGL. INGLUp�(IKG) ^ � � � <br /> p IN DIN R00 �� <br /> � � , . <br /> t , � <br /> A,S: ANCNOR SOLT DN. DOlI.N IN7. INT�RIOR 5C SOLfD GOR� # � <br /> �{ �x <br /> , , SCNED. SGNEDULE � � €� f� '�` � <br /> ABv. ABOY� OR. DDOR � � <br /> p�gpp�,�7 JT JOiNT SECT. SECI'ION � � <br /> ACOUS. AC�?IJSTiCAL D5 P T , � ' ;r ' " <br /> �, �,, <br /> ALT. ,4l_TEI�(ATE DW DI5HUTA�NER JST JDIST �P. SQIJAf�f�E �`�� � ' � f � <br /> `; �; ( � <br /> UM. Al..l{MiNtk1 DUXs. DRAUIING S FLR �J6 FLOOR ,+' ? ` <br /> AL , � ` �t <br /> A�.F. AaDY�rIN15N P1.00R KIT ICITCN�N SI� SINGLE Hllt�i ' ' <br /> ' � � ' �', <br /> �RCN. ARCNIt�C7URAL �A. EACN . 5NT. SN�ET . <br /> E.J. EX1'AN <br /> SIDN JDINT LAM l.AMINA7� SNTII-lGG. SN�ATNINC� - - . � <br /> F3D BOAf� �L. �LEYATION � LAY LAYATOR'f SIM. SIMILAR <br /> �3�{� ��p� ��.�C. �I.�CTRICAL L.IY LIYfNCi i200M SP�GS. SP�GI�ICATIONS . <br /> 3LDG BtJILD(NG EG2. EG2UAL LNDI' LAUNDRI' SQ �Qt1ARE '� � ' . <br /> a�� ��au �QuiP �cx���rtT �u� `t-au�R _ �5 sTAir�57�E�. CONSUL'�'ANTS GEI�T�RAL NOTES SHEET INDEX <br /> BLK BLOCK BL�KING �XIST. EXI51'INCs ` STL. aTEEL <br /> BM BEAM �X7. EXI�RIOi� MA5 MASONRY 51'JR STORACi� <br /> ^ �O7 �n� �� �q���,qY MAx. MAxiM�f 5�� ���p Michael A. Gear e Architect 1. THE CONTRACTOR 5H�`,LL YERIFY GONDITIONS AT TH� 51TE INCLUDING <br /> f �RG BEARINCs . MB MAC:NIN��OLT g <br /> 8� ����IC �D �Lp01a pRAiN M�GN. MECHANICAL T i�J�D 922 First St. DIM�NSIONS A�lD SNALL IMMEDiAT�Ll' �PORT ANl' DISGi2��,4NCl�� TO <br /> c.� <br /> B�MT BASEM�NT �DN FOUNDATiON MFD MANU�AC1UR�D T�S fi0P AND BOTTOM Snahomish, WA 98290 r�� Al2CHITECT B�FORE PROG�EDINC� LUITH 'fN� �I�K- <br /> a�r,,,�,! $�-n,�� �F, �INISN�LOOR rt�R MANUF,4C7t�RER rta� T�u� AND�Roov� 2. tN� CONtRAeTOR SNALI. B� R�SPON�iB�� �oR PRovlpfN� A�.L IUORK A-1 SITE PLAN, PROJECT DATA <br /> 360-568-1331 <br /> �3�p g���p FIN. FINISH MIN. MINIMl�1 7C TRASN GOf`iPACT�R AN1� MA7�F*'�ALS (N CONFOI�1`iANC� IUITN TI-1� IN7�T�IATION,4L I�SIDHNTIA�. <br /> BU BUlLT-UP FLR �LOOR MISG. MISCELL,4NEOUS 7�� 7�L�PNONE i mikeaia(c��yahoo.com CODE, 20'��;�DITION A� IU�L�. A8 A�.l. 07NER C�OV�t'�IItdC� GlTY, COUN7Y <br /> �.o.e. Fac� oF co�.urM MTD MOt1N'TED T�M�'. T�MPORARY ,4ND 51'A7�'BUfLpINC�s GOp�B A5 R�QUIR�D. 1�-2 FDUNI�ATION, FLOOR PLAN & �Rt3(OF PLAN <br /> GAB CABWET F.O.�. FAC�OF FINISN M7L � METAI. ?.O.P. 70P OF PLATE 3. ���CTRlG�I. U10�C vHA�.I. GONFORM TO 1'{�� R�G2UIfi�EM�NTS OF TN� <br /> c� cuaiC F��r���rlirlu� �.0.5. FaC�o�5�up5 TY�. 'r�Pical. iNT�RNATIONAI� EI.�GTRICAL CODE. � <br /> c� c�i��ri��+�i��r �P �ir���ac� r�.i.c.- rtot iu corttwacr 4, h1�CH�iN1CA�. IUDRK SHALL CON�ORM TO TN� �2EC�,lIREM�NTS O� TW� A-3 EXTERIOR ELE VATIONS & SECTIC>�T �e v i�i o n s D a t� <br /> c�.c.�. corttRol.Jolrtt �r. woT oR��'r No. �ur��� u.r1.o �uN��sS NotEa oT+��r�ui� IN'1"�Ia�,4T10NAL MEGNANIC�L CODE. ���i'AN��'ANKS, N��1T PUMIPS ANC <br /> cl.�. c�NT�ia1.INE �r� Foo7�r� u.Ts. No�ro scA1.� 5. tN� coNtRAGtoR SNAL.I. IG��F� ,4R�A5 uNp�R coN�tRucrtl�rl S�cul� O THER �QUI�MENT OR APPURTENA VCEu . <br /> �y1AY�107 8� LOCATED IN THE FROP C <br /> CLD. eEII.ING v� vAPOR BA12RI�R ,4ND GI.�AR OF DiRT AND D�BRIS. <br /> ' c�.�. c�o�-r �a. �au�� oi ov�� v��t, `r�RTica�- , °'ND S 1 STRU�TtTRAL NOTES & SC�IEDIT�.�:ES <br /> u Y �. T�I� eONTRAGTOR SHALL SCNEDUL.E UJORK,A5 MUCN A� P0551BL�, t0 A�lD �IUE SETBACKS. PROPANE T�i�AS <br /> cr�.u. c��a� CzALY. CxAI.YANIT.�D O.C. �!G�NT�R v�Y. v���gY ,4Yolp iNeorlv�Nl�Ne�s o �xisr����►�N�o�Noo� P�oP�R°rY ow�ta5. R�qUIR�AODI1'IOiVAL PE�MITS ISS� ED <br /> coL. coNc�rtE MASON�Y UNii �AR �A�E o�. ov�R�La.� Yro v�r1�fa ouT5ID� � �. DIM�NSIONS ON TN� pRAU11NG5 AR� 7AiC�N �ROM FAC� OF MA50NR°( 8Y TH� �s/�f2�`(T FlFt� DEPART�I�N' <br /> cor�P co�u�r, �c c�r� co►�r�cTOR or►��. op��N� M N S2 STRUCTURAL DETAILS r�io� �rd ���s�r���a�rio�, <br /> or <br /> CONC. GOMPAGt�D G�! CsR01.IND FAUL1' INIE�JPT OPP. OPP08l7E U1 UJASN�R s4ND/OR�ONCREI"E tU,4LL5, ?O FAGE O� �'FtJD� ,4ND TO FACE OF COL�I,lMNS <br /> coNSTR coNC�TE c��.. �LASS OSB ORI�N'i�D 81'RAND BOARD uJ� WIT� - laNl_ESS NOTED Ot+�ERW15E. U}�67t�N piMEP1510NS T'AKE PRECED�NC� <br /> CON7. COfdSTRUCTION CsLB Cs�UE LAMINA7ED 8EAh1 UJ/O WITHDUT OY�R 5C�4LEi� DIi`'1Et�1SION5. • � <br /> c�T. eortt�Nu <br /> � ��,8 �Y�,����oA,�, p�� ���o��p WC WA7�R CL05ET 8. R�P�TII'll/� ��A7'�IR�S NOT NOl'�p ON tW� DI��111�5 5�1A�L� �� SA�Z STRUCTLIRAL FOUNDATION PLAN. <br /> ��Mt cA��t Gu�B-x T7P�X CxYPSUM tUALL BOARD PLAM. i'LASTIC LAMINAT� tllD U�ooD COMPl.E7��.Y PRfJYID�R A3 fF I�RAI�N IN �tJLI.. "c4l STRL�CTITRAL ROOF PL�1 Ftoof trusses to b� c���i���� <br /> GTR GAS�MENT PLBCz PLUMBiNC, tllP tU�ATNEi�Roo� � 9. 7N� GONTRAC70R 3NALL PROYID� ALL 51�ORINCz, B,4IBRICADINCs, AND ancl drawing pr�pare�l by <br /> A <br /> c�Nt�� PLYu�n. PLYWoop u�R tuATE�2sisT�r . BRA�INc�s N�G�S5AR1' to �u5t.lR� 'tNE STRUe'fitJRAI. STABI1.ItY O� T�I� a �t�te li�ense� stru���� <br /> P5� POUNDS��R�UAR�fOOT U1lul�i WE1.D�q IUIRE t1�Si-1 s.. BUILDING AND 7H� {��A1.TN AND SA�TY OF TH� PUE3LIG AND ,4L1. U14-40 <br /> Ps� POUNP9 P�R SQUAR� INGH �n�l�l��t'. <br /> fi�T. �AINT �NTER THE BU(LDING DURINCi CONSTRUGTION. � �_����� �,��;���� ������,��� . <br /> N � ��¢� <br /> l0.'fN� CONTRAGTOR SNALI. PROVfDE T�MPORAR't' FAGIL(1'IES AS REQuiRED. � � �' <br /> s �L. .�.ar� �l��� �������� ��������t��� . <br /> il. TN� GONTRAG70R SHALL OBTAIN ALL. PE}�"(17S ANC� .4PPROY,4LS. � <br /> 1Z. GN��K D�tAl�5 �OR �CJG,471ON C� ��. Il'�M5 N01' pIM�N5fON�D ON ��� ��9�� ���•�� A Benchmark I� P,eruired On Site <br /> P�,aNg. . ��������,'��� �`� ����"'������ 'I'o V�rif.y ?����o�,.� ��ia�i�,� ��?���� Pro ject No. <br /> FILTER FENCE FILTER FENCE NOTES 13. �-1, c�+�at��5 iN P�.AuS au° �i��.p x°t«�c�rt�ou� SwA��. s� ar�Rov�D <br /> BY TN� ARGNI7EG1'. <br /> . i4. TN� CONTRAGTOR 5HQ�.L. Y�RiFY ROUGN-OP�AiINCx R�QUIREMENTS�UR ��� � /� /� ��t� • �n�2'°�", l� <br /> r I. TNE FILTER FABRIC 9NALL BE PURGHA9ED IN A CONTINUOJ5 f20LL Gt1T TO FIXTURErJ" AND EC�+UIPM�NT P�IOR TO INSTALLATION. - CRA DI NG AND DRAI NAGE f"i��I�OOI�I�) ���I�II�mS f°i�� �PC,��,LII��) � <br /> ����� 2X4 DWGLAB FlRNO.I THE LENGTH OF THE SAR�iER TO AVOID U�GP JOlNT9. WHEN JOINT5 ARE 15. 7HE CON7RAG70R vHALL BE GOI/�t�D Bl' ALL GOAlDIT{Ot� A5 _ . <br /> FABRIG-MIR4FI-140N 1���x��Ga F�r This Pro ec4 70 �Inc�ud�: <br /> . pR EC�k1.,ATTACN 2/ ' WIRE i1E5H OR CaRADE OR fQUAL NECE3SbRY,FILTER G1.07H5HALL SE 9PLIGED TCG�THER ONLY AT A � �a �� '` � <br /> �� �� (AI.T•57L)F£NGH PO&F. °.d1PPOR7 POST. WITH A MINii'R�'1 6"OYERLAF,.ar�eoT+�Fxos secu��.Y iNDICATED IN tk�� GON57t�1.lGTiO�! 1�OCt1MENT5 ,�iND SPEG1�(G�tTIONS. �.. i'rovisi�ans shall be made for the control and drainage af surfiace J <br /> 9TAPi.E5 OR RE fASTENED 70 7HE PO.,t. r� <br /> R11�i9 ��'i���-�E p. TH�PILTER FABRIC FENC�9NALL BE INSTALL�D i0 POLLOW THE ��G. I� 1'N� CON7P�ACtOR 15 AWAR.� OF ANY pIgG�PANG"f �t'lIJ��N t4�� IUO�C water arc�und buildings by: gutters, drain lines, If}I?tS dC1C� CatCr! <br /> �G <br /> - NOi�B 4 t b) CONTOUR9(WF4EN PEA8IBLEL TI�E RHNCE POSib SFIALL 8E BPACED A Ag S�#OILN AND R�C�IR�M�NT3 OF COD�g AND �sOY��IfN�x ACx�NGiEa, Piumbin� [� �prinkl�r C h�c k M� <br /> '4 basins or other necessary drainage structures and shali b� installed <br /> MAk1hAlM OF 6°APAR1',�ND DRIVRd SBGURELY lNiO 1HE GRCxMD j��'���`r 'j�� ,8,}�GI-�ITECT IMM�DIAT�LY AND AUJAIT WIS DIR�CTION. <br /> h tMirar�oF�o��� �d� � �@Che''�111Cc'�l � �lt�'��+!r�`! , <br /> b 3. A TRENCH 9NALL HE EXCAYASED,RGUGNLY 8°WfDE.4ND I2"DEEP, i�: tN� GQN1'RAGTOR SNA�I. V�R1�Y DIM�N510i�1AL Gril�StIONS UJi1'N tN� wh2re storm N�ater disposal cannot be obtained with�ut their use O� __ ..__.__ _.____ ..__.___.____^-__..__�_-.-_�-_.�_�•�i <br /> � . 3/4 MIN.I�IA . <br /> WA6FIkR C,R.4YEL UP9LOPE AND ADJAC�NT 70 THE WDOD POST TO ALLdU1 TNE FILTER ,[�}aCN�t�G�'. DO NOT SAS� p�Ci�(ONS UN SG,41.�t? DRAWII��. �Nhere erc�sicn cannof be prevent�d by finish g�ading and planting. ,� �1��friCr�� � <br /> EACN&IDE FABRIC TO BE SItRIER - � � <br /> �-` �--� d. Ilk-IEN ST<WDARR 9TRENG7N FILT�RFA6RIC 1&ltSEp,A WIRE ME5N , Dry welis Srla�� f10T fJ2 If1S�8��2Cj in areas where the soi! is ntrt �+reli <br /> o� �\ �� � °..I�PPORT FENCE 9NAL!0E FABTENEp SEGURELY TO tNE tIPSLOPE S{PE . <br /> i <br /> . �r� Cf TNE POSTS 1J31Nfs HEAYY-DU7Y WIRE 9TAPLE9 AT L�A9T 1°��,TIE � ° dra.ined and�or porous. , <br /> �---� �-� � WIRES OR NOU RING3. TH�WIRE BNALL EXTEND INTO TNE TRENCH A - i <br /> E <br /> MINIMt9"t OF 4"ANp SNALL NOT EkTEND Mf>R�TN?�13o"A�Ov�iHE . � ' <br /> ���� <br /> :5 - - - - ��-- - - Q� ORIGINAL GROtR�ID SUF�FACE. V�+ T �T C 7 <br /> � 1� is owners responstbili?� �o �si�olis� an� ��a4�� �� �. ��C1St���p � <br /> � � I 1n=�=1�=1T1=T11=1-11_-"-_111=111 II =�I=1 = =T�I=TI�=T�I= i -_ -11�111-�111 II .. 5. iHESTANDAl�pSTREt�GTNFILTERFABRICSHAIl.BESTAPLEqORW�RED E1Li.LUS1�1'v OF �?ERVICES • La Grading 5hail b2 provided �:o insur�. CQ BCt� �1fl�S. . " i . �'�������v� � <br /> =il I�II 1I,C--,-,IIITtI�II��{I�TII�li ( I1H11 i1-1{�II�-,,j Itl-ll '�=,,1 �1_I11�11 = = i- . � <br /> • I. I I 111�- ��-11�=11l=� �-�-�=�-�� ���_� ----- 111=111- III II T II _ 70 TNH FENGE AND 2d°OF iNE FARSRIC BNALL BE EXTENDEP INTO TNE , � � - <br /> ' - TI=iI�------ -*�r-IT}-(1�TI. � ='--trj-,�I ir-Ir---- ?ITI`-IT�-_- I=ITI�TI=I -_� Tf�1CN. TWE FABRIG 6F1ALL NOT�XTEND MORE THl�N 30"AP�Y�THE " _ <br /> `0 �T1_ "' �` '���''� _{=1If-fll III 11=l11=111-�=ll I ORits1NAL GROI&dD Stlfa�AGE. FILER FA6RIG 3NALL N07 dE 9TAPLE TO <br /> (aj Diversion flf �riater away from buildings. %��� ,� � - � <br /> n L�, �.. . , <br /> _r��rr►- � , ��_rrl�rnL-.� <br /> '-11-1 a 11=I I-111-(11=�' EXI9Tn�T�Ea. , ' � � ; <br /> .�-� m�=�� 6. WNEN EXTRA-3T�NCaTN f1L7ER FA6RIC GNU A 4'POST 3PACItQC�ARE ' �b� PrBV@(1I10f1 Of S�c�fldlClg W��@t" a1lCI SOII Sd�UC'dIlOtl G2TflC118f7��I 1�' T�tJ1I.�T)iNG �S NUT POSI`�'IOt�EL� �� �&It;FfA��,A�lG�URG� <br /> '-IU IIn,111-i�� USEP,TNE WIRE i"�5N SUPPORT PENGH MT BE�_IMINATEp. W 9UGH ���,'ATEU UN A�f�ROVED :'i1T� P�E�I'l, t�+���������r+�����,��� ! <br /> � CA9E,.THE FiLTER FABRIG�S 9TAPLED OR WIRED DIRECiLY TO THE ��gt���pr,� p���.�� p�q��AtIG AND DO NOl' IN?'�NP TO�FIOUT AL�. D�1'.41LS�G�IDil'I�1� to structures and iat use. <br /> ��,av�G A �t��V SYTE PLAI`�1 S�-IALL BE StJ�,Pv11 T- <br /> pI�.LED - POS75 tUIiN ALL OTHER PR�YISICt�15 OF&TANDARD NOTH 5 APPLYINCa. ' <br /> � ,,,�,�5 � ��y� 1. TNE TRENGN SHALL Hk BACKFILLLED WITN 3l4M M�r,�r,wti fl�.�r-���eR Ofi COrt5T1�iGTION. T4�lE ARGHTIT'�CT NORMAl.1.Y F�DYIDE� GLA}41�ICATIONS ANp ,4r1� C�2UE5Ti0N5 (c) That natural �trainage ct�nneis or �asir�at'e n�t b9cacked c�r TED.��(O FUI�THER Ii�iSPECTIOT°�S 1�VILL � <br /> (9�E NO7E8 2 t 6)7YP. , W.45NEp GsRAVEL. RQIS�D B� �N� CON�i�OR AND OTN�R DU��NC� GO�°IJ�C�IC�ION PHAS� J�RYIGES. 7N� AlRCHI�C1' fiilled. �3E MADE O�1 TH1S �'I:O,IECT U�ITIL'I'�iE <br /> BtiR7 FILTER . 8. FIGTER F�RIC SNAI.I.6E REMOYED llk+EN THEY NAVE BERVEp tNEIR <br /> FAERIC M A U9ERlL PUttl'o9E,BUT No7 BEFORE TNE UP9LOPE AREA HAS BEEN T���F�� a"�i,lM�S NO�IABfL17Y_:�R t���'Oi+1816f1.11'Y FOR�R�Ol�"i OR CON�L.IC75 WNICN OCCIlR B�CAII� / � � ��vlcEjj�j�'�Pj,�jlj F��a BI�CE�I�PPR��- A 1. <br /> GRAVEI.-FILLED PEt�t'tANENTLY S7ABLIZED. OF NIS EXC�UJION�ROM FULL PAPZCICIPATIOFI IN COI�cJ�RUCT{ON P�'IASE S�IZYIC�S, t�I� �COVISIOf15 �GI' tllE CII$ OSaI (J�f W�f���CS��, c`� a�1�y � <br /> Tf�NGN 9. PILTER FABRIC FENCES SHALL BE INSPECTEp Ih'A�tEpIATELY AFTER EAGN 9(�� {�►'O$�C�IOII C}� ��f OIf11Clg �t'0�€:f��� ' `. �p �Y �� �3U��G�YUBLIC WOKI�S <br /> F2A�t�Al.L AND AT LEAST pAILY DURING f'ROLONGED R41h�ALL,ANY <br /> 0 <br /> REQUIF�D REPAIRS 6NALL 6E MAPE IN9'1EDIATELY. . D��''�, <br /> rn <br /> N <br /> O <br /> � <br /> Z . � . _ . . . ' .. ' <br />