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10916 10TH DR SE 2016-01-01 MF Import
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10916 10TH DR SE 2016-01-01 MF Import
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Last modified
4/3/2017 7:33:57 AM
Creation date
4/3/2017 7:33:50 AM
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Template:
Address Document
Street Name
10TH DR SE
Street Number
10916
Imported From Microfiche
Yes
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, <br /> i <br /> ; <br /> � �� <br /> �q� � � ' <br /> C" H p� � <br /> �� � s i47(RcFfHEN� 2 ^ ' <br /> o � o • �►1�aiMVM WoRK RE�o.+��+!6ND�iD i 0 ' <br /> yNH ,��r, �ORRgCT �R��N.a�E . ; <br /> �io� � <br /> '� d BODINE CONS'PRUCTION COMP/\NY, INC. omcEtzos��va-ssn `, <br /> ��yn �y DralnageConsWtanU/DralnageContraaorsleo��hc•3��er fnx�Ro6)67s•7434 . . ��� � <br /> �--1 [sJ O — 6711•7Mth St.S W. � <br /> H" � .. tynnwood,Wr1 98036 � <br /> � I <br /> 9 H� RICtl11HD JAMES REALTY PEORUARY 6� 1991 . <br /> ty y H �ATTN: BILL BICXEL BID �B-0206—V ��� ', <br /> ����yyy �„� 20715 94th AVE. W� <br /> d y LYNNWOOD� WA 98036 FIELD REPRESENTATIVE: . ' <br /> �� � STEVE BODINE :� <br /> PH: 774-9700 <br /> y O f/� PROPERTY ADDRESS: � " � � <br /> 10976 10th DRIVE � ��"� �. <br /> EVERETT� WA � �.� �� <br /> �:: <br /> �. <br /> J';j, <br /> S <br /> � <br /> �' <br /> CRAVITY DRAINAGE SYSTEH CERTIFICATION S N�NRANTY DRAINAGE PORH $1 <br /> This i¢ a gravity drainage system to the interior of the cravl epace_ -��� � <br /> �;: <br /> Trenching the soil of the cravi apace approsimately �2 to �y incl:ec from :� :�-� <br /> f.oundation footing edge vill allox proper raccr drainage in ditches, vhich <br /> are a minimum of 8 to �Z inches vide, and 8 to 72 inches in depth, �-�� <br /> � . <br /> depending on the direct3on of the trenching and the flov of the trenches. � �� <br /> I Ali of the trenches vill flov tovarde the catch b,�Bin. Catch baain to be � .�.� <br /> ; ��� installed in the lovest level of the cravl opace. The catch 6asin hac a � V� <br /> �� � ' minimum capacity of 30 gallones, vith '� inch hol�:u, 3 inches un center and ;:�:..�I� <br /> I � throughout the dianeter of the catch baein. 7/8 inch vaet�ed gravel �ill <br /> � =� . ',�'�:���,. <br /> �� surround the catch basin vith the gravel extending up all of the trenches, <br /> �� . and aurrounding 9 inch ADS pipe. 1�D5 pipes also to connect to �atch basin <br /> in cravl apace. At the top of the catrh basin is the distribution line <br /> �� '�"`� vhich ccnsists of 4 inch tigl�t line PVC pipe vhich rill gravity flov and <br /> ���e� COnneCt t0 STl1RM SFWFR AT STRFPT Opon COmpletion r , <br /> , of drain field, and removal of debris fzom cravl space, .006 mil plastic <br /> '.�. vapor barrier to be installed. Landscapinr�, valkvays, building site, to be <br /> '� reinstalled ac to original condition. � <br /> '� �o9i¢ ia�+i �. rE Evew�f` /�L4 <br /> Thie drainage syetee, located at ,.,_,� n' �i"rni , shall be <br /> under varranty for five years Irom date of completion. Oodine Construction <br /> � ��� <br /> ' ' Company, Inc. vill nake any necerssary correctione to the above said drain . <br /> �I system in Chc unlikely event oF inalfunetion of Ehe above drainage system_ <br /> SPECIAL NOTES: INCLUDES CONhECTING EXISTING POOTING DRAIN. � DOWNSPOUT� DRI�IN � <br /> I ' 1roQ ALSO TO STORM SEWER. . � ,+ <br /> � DID ANOUNT: $3,375.00 plus tax r <br /> - TERMS: 40% Deposit Required Upon Commencement of Nork, Oaldnce Due Upon = ti:- <br /> CompleCion. Opon ilid Acceptance, pleasc return signed copy of Uid. - <br /> Sinc 1 /J� <br /> Acceptance Date_ �� <br /> AccepCed E3y: Steve I3odine � -���—�--• � <br /> Dodine Construction Company, Inc. �'.�i��,',' <br /> • Annual InspecCion of above vork is available upon request for a j100.00 t�ee �- -�� <br /> S; <br /> � <br /> ;i <br />
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