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NW 1/4, SE 1/4, SEC.30, T.29N., R,SE., W.M. <br /> SNOHOMISH CDUNTY, WASHINGTON <br /> ,>`.�€�@�Vvi�l �p1 ���'�;t3���{� ����� ;�'�„E:< If traffic loading(HS-25 is required or antici ated a 4-foot 1.22 m P����; ���91 �Bt t`�t� iV 2-in h D H -2 2 � -��3?�`" �;� ' � �. , . <br /> ` 3 � 3 [ ] e t e,4 c O , S 0/ � }�: , a����€���� . ,.� �,..� � <br /> General Conditions -.ou bNz�nn�r.;p.;ur�reqwred b�,�ed on L�ad Ra±inra-,rn�tep cc,�er d�pth f,6rumum ��� ` diameter 14-inch 356 mm thick reinforced concret ad mu - - - - � <br /> _. . . . _ . . .. ., .. �;al baann ca aci is re uired�o tha,;r�t Nn � i - � t - i r. � •�s, ,• < � � � e p St be �. . <br /> . RP✓ietv m,tallatinn�xc�rNdure,ond cnnr+;i�i�o�e tt e,�r,tal a[,on���:1�u�htci con�,UucEiun � A �Y � > t i� �e��ta are ess[h<n through the ent r_ Notes. )C �S+€fi9��S���s�'��. �. .... > . 5"���� C��dS'�COf1Ci'et� Cilt S(fla be substit�at�d. <br /> .r_ _,��;e and eio r,ot exce�i�orn-tem�I �.`tNre it;�:� :F,�, � a a . - - ��jC� placed over the Stormwater Treatment System R�ser to support and <br /> � � y „��,i�€.2a����i�9� iSgS'��5. � <br /> actra�Ues.�such� ,rad:�g ex��vi�t�r,n,utrlit+es �nstruriion arcess.erosir���rcN,tmi. -� _l J . i � _.tt.i i_i[k�tv✓_en���y two Uo not apply vehicutar Eaad to the maiu�es duriiio�a(a�cement of aide backfiil Ait _ . <br /> ,. level the manhole frame,as shown. The top of riser pipe must be �'� f������C���������������������� �` �'�''�'���`�" �������'��������'���'1 C��` '";�s�.a�s�, ' <br /> �r� adjacent units within the sVsEem 5u�nraCe musF t,e desiqned t��enstir�,r�ii bearina roat�rial Kd�icem?r.t shc�u�d��ccur�^:ith equinment iocvted on ihe r�atife��si:;urrouFidmg � <br /> cauac,ty i_inaintained thro�_uari,it �:'soi!saturatio��le.e's r;,,�,,:>�en, wrapped with compressible expansion joint material to a minimum �;,������j�� �� y� ���� �� ���o �g" <br /> • En�aine�red Drawings superseGe c�11 provided�acumentatitm.as the infonnat�on � � r r <br /> �t • If.ia n e iE c,ccurs tz�ih� e�}textile tabrfc or im ��1 HOlt�zi'�1 fl�'\ 1-inth[25 mm]thickness to allow trensfer of wheel loads from <br /> f�irnishe�J m this�<�cEunenf��baseti vn a ty{�icaV msta..ation g perme�3bie liner.repair the matenal in � �- ��%x�`.-t�, <br /> - a - ac;cnr.�,r,ce:,�i2h the e t ycill Im.r�:1�u�if� ,r �r m n � n _ Ke1tTi111.�t'_� 91t7j� L liited$t�1te5 manhole wver to concrete slab. Manhole cover shall bear on concrete �"������ �����"���� �������'�`"�'`°' �°``g�" ` <br /> • �r,nen mstalfed b� e1 s7n 6renar��od s sae Pre�»i�tum�,i��,I�stt� a��vn i�,>cF;�a.���,>��� 4A Leveling Bed installation a o e e e � i �cti er� ecom e dai o s $�� �ry ��_� Unless other trafFic barriers are present, siab and not on riser pipe. The cancrete slab shall have a minimum <br /> �uni�r.a ShxmT�uk cy�tu�n can support nn Hti - inc,�i i. InStdli gente�2ile fabric and or'!ne;n,ateriai.a5 SperiC[ed pil ( - -_-� l- . <br /> • C:�>ordir7ate the in�to:aUon.vitl,inanufacturer s r� rNsent Yr.ive distributor ta r,e nn-;ite «_�� 7.Q TO Baekfilf Stane tCttlt`.lat"T1c1d��lou��.001ll boliards shall be piaced around access riser(s) streagth of 3,dOQ psi[20 MPa]and be reinforced with#4[33 mm] <br /> p a. Geotextile fahnc e�hall be p�ac:.,per mar.tifacturer's recom�ne��datinns. P � } in non-traffic areas to preve�t inadvertent reinforcing steel as shown. Minimum cover over reinforcing steel shail <br /> to review,tart un�roce��ures and ir t t � c,n�n uu�.tons. b_ Addd�onai materi�li to be uUlized for wrapp�ng abc,v�the s}^atett�niu;t be !_ Ba�in tR place!he Top Backfiii <br /> , loading by maintenance vehicles. be 1-inch[25 mm]. Top of manhole cover and concrete slab shai!be <br /> . Comp�nF��i;-.1�-i l br unlo�itF ��,i�c ie�J r'm�l sto��.1 in an area proter.ted fr+�m traffic protectecl fron�damage un;i�use- a �i,tenia hnufd bP , +3 'f�;nm�angutrsi_.hii�w mr-Ntrn�,api;end�x level with finish grade. <br /> and u�a man�:Fr to pravent d�m��_�e. b-Acc.N�.tafi'a Fii��t�tFeal r <br /> • A�sei�";.e<t modules may t�e�rralk�d on.but vehicuiar traffic is prohibited untii hackfilied 2 AftNr I�e�e�.�text��r.,,ecure�i pkaee a mininu.n�:] +i`�.mrn,Level�n,�6ed ;_; P:i�ce mvtenai util�zinc�an excavafor dozer or conve�ror txrom�Appendix SI�V GLE 5TAC It 4E , --- -------; �tiz" ' <br /> caver [1219 mm�M,r. <br /> � � .. �ll?f`ifli.j. 48�� <br /> per�t�nufaeturers requirement,_Rroteck th�instaffation a�ai�-�s(damage�.v{th hic�hiy ci �tateri<�'sh��ui+;be a 3'4"�t9 mm1 annu,�r,t�re mee'Ina Appendix C-P,ta4erial Pfacementl anci use a tir�ik-behind piate vibrator to settie the stor.e � ,{ �- <br /> vc;ib F�x�nstruc?ian tape.fencinq.or�ther means untii construciion iti compiete 6-Accept�lYle Rli P.tateriaf a��d pruvide an even di,tribution_ �14DUL E �� STE�l � cO°ef �,i=" <br /> . . - ;>.. .�.,:Y'. t- <br /> a . ��-. . . . -'-'----------- . . . <br /> Ensure ail ce�nsrrur,tio�r occurs in accordance with Federal.Frovsnciai and Lor;i Lativs. h t,tatanul;houl�.�he raked free uf voru3.lum�>; debn,.,harp c�hject,and p ar� DO NOT DRIYE ON THE MODUIES WITHOUT A MINIMUM 12"(305 mm)COVER. ' 'So°z2„ ,• +v �4 : s°' • -_f _ <br /> . _ . � _..__._ <br /> Ordinances Regu{ation's and Safe �R uiremenis vrbrated t���Ievel�v�[h a maxin}un� I°�,:��,,�. , � � R'�13"'"'�R`'°ar - <br /> t'i �4 ' G TO[il�SCi)I:l�z t�0ltllllZ �\-�._�)rC' '.•. (3�<mmj " F �i3mm': -� `oncr�ec •-• } rm5'[i52mm] <br /> ... ' '. c•�• � 203 . . . each wav ,�., �„ � __�- 14" . <br /> s EXf(J Ct31'E Lltid Cc'3UTi0I1 S�OUid(72�akBtl�'Y�1PIt fE!17}pPft3b.I1N.,tlfu t�i i)I ��'0.�-�!_-� F t�.4` � !,•(+ai��tti.I��l<ti�. ..i`T'�(?[j 7Gkfl'��14(1(7.'�`Jfcl�l IYIE SYSl81Tl Ifl GEUtBXiI;E fil�lflC aR��:df�II}�{ .�. . _.�++e ir` __ �.' �'� ... <br /> C.i 3. C�rrect anV�o�satisfaeirnti c�ndil�on;_ j�a:i rr.aiii�f,3t;tu�e(�recornmencfattons_ \IOt111�2 5[Ot`�i°Z�OItI111C 6.J 1-1.Eiy h � 1�� � -��ame - * � <br /> c�a�e�ea��a�n ['m'n� 'm`n] e�zVer oa<�r�n a,000 nsi Czci Mpa7 <br /> 1.0 StormTank�Assembly 5.0 StormTankJ Module Placement 3. Instal����etallic tape araond the pertmeter af the system ta nzark the are�fnr fiutt.ire R,�, � P,ace small amount of tm����o�trese r��zs mm�rn�k <br /> StOrmTank�'�ModUiB4: � f In,ta i na��t�3xt6�fabcic�ndbr�Irt��,r n��.eriei,a ,pacrfied i����N'����t��� Si0I1�St��i'A_��c7ltkill2 969.60 r[' concrete[3,000 psi[20 Exwn��oa����� �,,,.,,�.J;c �j'�g"6'��' an(.� ' o��l�� �IE,'V��I�I1S t0 CT?r��C� flf115�1�C� <br /> V'Jrep Compressible Expansion �k n.�.'°���� 30^pez mm� M�='��� . <br /> p,���,���ty�MPaj(min)]to support �, ?� <br /> �t�r�iTc,r :�;n�iduies are deltvered to tiie sitF as pai(etized comnonent;rrqturu�q;imr���e �. Geotextiie`abric sf ali be pi<i�� �,�r•rai�ufacture(s reci�n,�mendations. Joint Material to a minimum s��kf°�9o% R��� r,.,4.)�I�'t" �Y McIIIU�aCtUCeI`. ���dE-'. ( <br /> Mdnhole Frame&Cover Detail and level manhole frame. p,�,o�„s;ty� '�� <br /> �� :.embl�- No s�c�ciai e��uipment.tcsol^,err bondinry a!7Pnt.:ire rrE�u�rr;,orny t�rubli6r rnal�I6t b Additiona�n5aterial in ha u';Ir���for tivrappin0 aLmve the s��stem mu,f be NqteS: S'���tctil FtIQ ?tlllf j� 1-inch[25 mm]thirkness around . <br /> � „a �� ,, �c w{f n, , ;i�_„N, • If C�mc�qe c,cct�r>to the eotexti!e fabric or im.�rmeabie!u�er repair thP maten��il in • � '' �t� For Non-Traffie Areas Only DO NOT allow manhole �:�,����� <br /> A siny�e wcvker c�in t�r,�,�,.y�3� �er,.i'e a r,i_..i�._in u�n rr�:inutes_ pr.te_t_. i_» 1< i�,�_ intii use_ _ 9 fk' top of riser to alfow transfer of frame to rest upon nser. Manhote Prame&Cover Detail ` � �� <br /> accc�rdatice wi?h the�e�textiie 1in�r h l,r;uf,;�::tiu«�r: i«-�.�;r� rndz�ticm; inadvertent loading from NTS � S <br /> ASSEMB�Y INSTRUCTIONS: . <br />