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_:..:-. ;� �:,7�;.:4V� �.,,.,: <br /> , �; <br /> , <br /> REYIS�QNS B'Y � <br /> . 1-- �1-�� ��� <br /> • 4 iTL3 �itj♦V�1�.3� �V��V.iLwt�i . . . <br /> 2. The wat�rnzain s�a11 be installecl c�nly after th� rc�adway subgracie is baekf�llecl, ,�r�ded �:EEP STREETS �LEA� <br /> and �Qm�aacteci in cut and fill area�. The rc�ad c�nt�ri%�e sh�l� b� stakeci along with the £ : <br /> prop�rty ��rners, <br /> Z. �f the ini�� tap c�r extensi�an r�uires shutting dc�w� an�xisting wat�r main, tl�e city may As th� prin�ipal cc�ntractc�r fc�r thi�pr�ject, you are r�spc�nsibl� fc�r keeping city �ight- ' <br /> c c� � <br /> r���re two we�lc� notifacatic�n in t�rd�r tc� �i�.c� � �ublic nc�tic�e in the lc�al pager. I�c� ; ; <br /> �. �f-w�y in a e�ean an �a�►.�`d free �c�nditic�n. - . .. . , . � ° ; , ; <br /> taps will be ai�v�v�t s�n Friday, vr �w�e�end�. The [�tiliti�� I}epa���nt sha�1 , , � , ; , ; , <br /> operate aIl w r valves �right-of=vvay: ���a�g� s�i� wil�ull� c�r negtigentl�r c�u�e or �l�w an� �iirt, mu�� rocks, vegeta�tion� ; ; � <br /> �. Th� c�ntractc�r sh�l flush, tt�st, ar�cl chic�rina#�t�e liaaes i��the presence of the Engineerin� ; # � <br /> �r e a�, c�i l �r r +o t h�r f c�r e i g n m a t e r i� o�r s c�b s t�n c e t c� b e d e p a s i t e e d, s t o r e d, a b�r�c�n�d, , , , <br /> r�� Utaliti�s T��spectc�r. L�ines sI�II b� pressu:re tested at 150 psi plus existin,g 1ir�e p�r�ssure �i s c h a r g�d o r s p r e a d c��:a n y p u t�l i c s t�e e t, a l l e y, s i d e w a l k o r c�t h e r p u b l i c r i g l i�-�s f-w a y. ���- I � <br /> for 3f}minut�s. Water sampl�s wil� be taken by the C Ttilities I�paa�tment, a�rvice wi�I �aot ' �z,� ; �; <br /> be availabl� until the tests �r�r��urned sat��sfacte�ry. T'he city vi�orousty eriforces t� �c3de, If�city inspector determ" � �c�u are �eg�i�ent ir� � � i �' <br /> 5. All fit�ings m�Ceri�� remc�vecl frc�m ��cisti��g mair�s sh�i b� ��Curz�i �� the utiiiti�s � `� ��..� � <br /> � � such maint� yc�u sha�l ha�� 2� hc�urs tc� �bate the nui . ,At the e�a� ��c�at time , � <br /> a <br /> � dep ent. . �' � � �' �t <br /> p�riod, yc�t� sha11 � cr�nsider�ci �n vit�I�tic�n t�f the ct�d� ' .. a�d shal� � subj�t �vv a �{ , 5 <br /> � � ��, <br /> fine c�f fiv� hundr�d dc��lars per ut�ident, each day �� prt��I�m e�tist,s shall be cvt�sxd�red ,. � � �k � <br /> a s�parate incident. The ci�y alsc� has the au�c�rity tc� ���a� the right-c�f-�va}r an� bi11 �ou `'� �` �'' <br /> �' ��� � <br /> . fe�r the cc�st. t�; �; +�: � <br /> _ � �� �� �� <br />` . . , " � � i i � � <br /> S . <br /> �� �, <br /> } �.�; y �� <br /> , �"� #� Ot)tS� F�Ft �� ^�,� <br /> � . - SVPF't�ftT �-�` �f: �`� � <br /> �. �7�ti'C���� t7�rll�l�� ����7: f ` �� ��� � <br /> �i#.'t�R F � � , <br /> . + # ; ' <br /> f � � �, <br /> 1. Sa��t��ry sew�� �ipe tr� �pvc c€�n��az�n"�ng with A� ��-�{}��, ��R 3�. P'ipe di�g tc� . ""-- �. a�c� ,, , , � F. <br /> �re�lass B with vne�oat o£sand rar pea gravei al�v�pipe. �.r a� c�z_ � �x + <br /> A ; <br /> 2. A11 nzanhe�les shall have a .1C� fac�t drop �etwee�z inv�rt in and invert out unl�ss t�therwise asn.��o s�.c� . �` <br /> s�cifi�d. ' � ��rr�ai �.� ���: .. .--- � ; <br /> „ r�t�os�€s v�� w�e � ' ' � <br /> �. �8 Vertical separation betw��n st��ard wa�r and s��w�r lin�es is required. "�Vheza���r �r�;s �s��s S�EG'�t�t�s ��` ; <br /> Frc�m l�" to 17" of separ�iic�n +�-900 p�c t�r Gl. 52 duc�t� irc�n s�w�r pipe ��st t�e '� �.���� `� � �� <br /> u��l" . '� <br /> 4. AI1 �r�az�h�les sh�ll h�av�3.a�king cvvers. � �., � <br /> ��� � <br /> '. Atl ne� ���thc��es shall conft�rm t� ASTM C-47�, have a mi�ir��m inside diam��r c�€ �`� �` �` � � <br /> �8", s h a ti h�v e ru b b er a s ke t e t i e n c c�u l i n s m a r�;a r e d i n t c� t h e n�a n h�l e w a l�. . �`� '�- � �` <br /> t� <br /> ' <br /> 9. AlI side sewers shall t�e 6" diaameter pipe a.t a minimwn 2!a slope and sl�all �xtend 15' �, ._ _.. ;� � `=�' �' <br /> t�eyonc�groperty lin�. . - ,�.,1 �,} �.� �. � <br /> ! ' � �_ � <br /> �1. A l l si de sewers s h a l] b e �cap p e d �v�t h a wa t e rti,g h t p lug an� s�a l 1 b e �c�ar k e d fc�r t�cati��; "�"� �n�c,.�r�c� o� � �, t� <br /> tf �� #t �� �~x ��c�c�c�.xs � �u.� �,ua� �� � Q �� r;, <br /> with a 2 X4 bc�aard, p�i��.ed white, ��,rked s�wer �nnd noting th� de�th �f the stuh. �0 ��:�s o �c�.c. ���. �,�� x �.� "`C �� � <br /> gauge lc��tor wzr� shall be us�d anti �xr�nd tc� t�p c�f k�r bc�ard. Sewer stubs sh�l� be ��A��� :� �, � ���; � <br /> ��t�n�i�+d I,S f�et�nto �az�o�r#.y. �,1� �� <br /> �� ;i C'�3 � � <br /> 12. A.l� tecs�` and conne�tic�n� tc� exist�n� �ins sh��l be dcrne in t�� pres�nce t�f a ���.`iEi� �A�F�IER "� ;� �, � 4� <br /> r��xesentativ� frc�m t�e �icy . �?�TAI� �`� ��- � ��.��}�. <br /> 13. All trenches sh,ata be comp�cted pric��ta �:stin� sewer 1ir�s fc�r acceptance. � 1 � .. �-,- - <br /> k <br /> i4, Side s�we�� s�.11 b� pres�ure testeci at the same ti»e the ��ai� lin� is test,�. Pressure ' ' ' ' ` <br /> test� will be at 4.5 psi��� f� minut+�s. , � <br /> 1S. �c��tr�ct�r shai� at�just a�l �l�s f�r�'�ni�h grade �ric�r�v pavin�. ��vs�u��� t�aTF�: , , . ' j <br /> 16, AIl �ew�r main �x�nsic�n wit��iz� th� public r���t-r�f-w�� or in e�s�mez��s must be ���Ced �.,�a�� - �rs s��+r s ���r�c�s�uc�us��+�..,� o� � <br /> s1�r� s��m+ �rt�-�c�a.m�rt` rr ss �a��.o�+r oR�+ � <br /> by �urveyc�r for lin� �ncl grade prio�t� ���rtin:�cc�nstructic�n. �ws�oT� � �.�.s. � <br /> �'T. 'I'�e ce�ntractc�r �hall instatt, at �11 cc�mnecti�ns to eacistin c�r��nstream m�z�hc�le�, lu s ec� �. �,+�,�� ��.� � �.� �+ �+�,+� � �s�s�+o =�;, <br /> � � P � �.Har Ex� ia �� <br /> ��-event fc�rei��debris from�nt�ring e�sting sy�tem. Th� pl�g shall rerrrai� in place until �. �oR �r��,r�o ���+�x.��,�c sMua.e�a,�,�s�� � <br /> fzz�al ir�pecti�n and aft+er �h.� de��ris is pumped fram th� structczre. °v������a���",�c��� ���� � � � <br /> 1$. The eontraetc�r �hall ma.�.ntain �.C� feet harizantal s�parativn between wat�r and sewer lin�s. �`�� � <br /> t� _� �.. >-.. <br /> 1�. a.�li�vimnt,un cc�ver c�ver se�ver lines is five fe�t waless a roved b �i En ineers a ���uc�s s�u..eE sP..cm.��w►�,�c���,+��T A�,� � � � <br /> , i lll pp Y t3' g s�tr��.vc�.na, �o�an�s�c�a.x��� n+�c�a��o t <br /> �,{}. 'I`ile �ar�ject en�ine.�r shall pre�are a. WS�OE "�eciaratic�n �f Construction" far �ubmittal ��"��. � �� <br /> f, ,�� s�c.e� €�:cr�v�,� �a.x{wc�s ws� ,v�a� �s z�s <br /> tc�the �epaa�tm�nt of Ecc��c�g�r wher�all cvnstr�ct;on is cc��n�Iete. � �c ���s�r�s�u�o��x�sxs��, --� � <br /> 21. �anit��ry �ewers lo�t�d ou�id� pu�tiic right-�f-wa� r�q��r+e a 1� fc�t �asem�nt dedic�t� �. ��.��,�.sw�ra.ee sr�o ��wo�sr,�s,�8 - �' �-" <br /> tC� t���ity ��+���c�c��.��.t��"��r�e��� �'l � �.,... <br /> ����� � � � � �- <br /> 2;�. F�ric�r tc� fi�iat a �tan�e the �a�itary sewer �iz� shall b� flush� �ar�d vide� taapeci �. „� � �. �e,�,�.,c��.� ,�+o �so�.ca��c�ea ov�� �. r� � �� <br /> sul�mitted to t�e �ity _ . - � �..� ,��.. �� ��. �, , ..� <br /> 23. All sewer pipe shai� be pi�c�ci c�n stab�e earthx {?I' 1� � �l� 0�71Tll021 4��1� C1� �S�C�OT'} 7. !F`A FlLTER 6ull�RIER t5 TO 6E#X�W51FN7GiE0 AdiQ65 A qTCN!�QR ,�w $ <br /> C �1 <br /> SW��t.£, Tl�f�h�R aFMtJ.H�E+CaF SUFM�l�HT��1i irQ�1A7E E� ,.R,. � � � � <br />. the ��ci�ting ��un��ic�n is u�satax��acto�ry, t��ez� it ��all b� excav��cl below de and �.ow ������r�a+ s�e,+u.�:r��r+a ,►�c c� �- �� - <br /> �� <br /> baekf'�1e� ir�a��r€�nce with the standard speeificati�ns. �'ipe ��a� n�t� �lacec� on �od, � �� ,��s����. . �"€ � �v. <br /> ar <br /> �. �. e� �+�. ��.�� �r tu+r� �z usF�. `� � <br /> frc�z�n �arth �r la�ge �ulders e�r rock. Sewer r�ing s�a�1 �e constructed �� s�noath ��. �u��+ort�c� �u�.� �+�����'�-X �`` � <br /> n <br /> ro r rad� a�d �1��� rt��ide u� ielciin cvnEa.�ut�us s� rt for the i � : � `�• j � <br /> � � � F {� �' � PI� P A�� <br /> 2.4. '�'�.e ��.s t i.�g sep t i c i��n l c t�n #h e p r o�e;r t y s h�l l b e a b a n d c�n e c i, S e w��� s h a l l b e p u m p e d `� `�" <br /> frc�m the fia� a:r� a mi�imum c�f c�ne i� inch diameter ho1� cut �Yurau g� �he ta�k bas�. �tA�#�T�NAt+�t�. Nt��1�s: 4~ �,� � �-� <br /> The taun� shall b� compiet�ly f�l�ed with sat�d, gravet c�r �th�r appra�ed com�a�ted ,. s�,T� ,wo+�.,��s s�.�,�c���.'�"� � <br /> � ��4pt itNt�Jk1.�+t#t2 AT 4£AST 3N�iR:Y OVRI�P'Rt1l,�D RAN�F7�U.. JtHY <br /> materiai. Th� cov�r o£th� �u�ic shail � removed before �Zllitng. Filling slaall n�t extend r�a�a��s s�ee���.Y � . " ,,.. ��� �,� .. . <br /> abc>v� sidewa��s c�f th� �e tic t�Rn1c until the fill is� ins cted b the Ci E� ineer. After �. s�+o+�,r���e� �s�.x�n��.r��oe� � , j �� � ,.�: <br /> � � Y �Y � eE«��cm��sa �r►+��+c►a�t�ac���� .w.o _���, �� .,�.�� �,� <br /> insspectic�r�th� septic taur�c ex�acratic�n shall 1� filled tt� gro�nd lev�l. �;„�s�e� �e . � ��c s+u�.ee�aa� # �.� �., ,�,, � �.�;.��. �at� ����,� °;,1 <br /> 1 X <br /> !�'TfR£+�t�i ST�i EVENT, `�I�Y � <br /> �, �1ENT bk"�OStT5 tWOt7t0 tBE RE� ' �st�p�.s�'� {�t���r. i..�..�.�..x.. <br /> ». IAUST f�f 1t':iEM 75 t�MaFi AP�t{i�A7'EI.X ONE-1�i�EF 7HE � �i t j� �^ Je^� ,rv- <br /> f � �= x'�' �"� �,r`,�,:`x <br /> � ��� �Q����t��. , . , . .a�.. � � �� .t� `;�r'�5i� U�'.�F'r,: s'°°'t.? �J t,.d,f d::r�„f . <br />' , . .. . .. __ . ., . . . , . , ,.. . ' '4. 11#t�' ����1�#kIM{��P�1� J4����J''�.t�{�I2. '�! � . <br /> p� ' ������� � <br /> i�..�cj: rs♦!r5wC tzY�f t�t �uF1rRF�JD�.�S���p.HE�Es�D tC�t7oN�� . . � +��h,.���a r : � ���� �..,..,�F.�.,. <br /> ��`�Y ��Ya✓M�atii�. � . lMfM <br /> ' ��{����w+fr i"�f.��/IN141 �L.ikGR/a ` . ?qj �M1P ; T'Y�t�'',, ����a 2 �t RiIFlFi# .. <br /> ' . , _ # � ��,��3 f� � � t��Qt�,�.r.��.� <br /> - ^ . . . �^�i 4 ;�i �n � g€�• �# ' . <br /> �..��� jy Ib}`'f 4 �I . ��V ��m ��.� <br /> {is .. r $ <br /> �� <br /> . �S .��; ` #'e+ . . <br /> MI�MAMrti�YY.�..;MwAt .. . <br /> -�'_ 8 . E.,ti � /h4 ' <br /> _ � ��. ly Ai'{�ifi� � *�.'� <br /> . s�c�--r�' v� X.E sy}�,++yr . <br /> . . ...�.:$�u� �1 .I��� , <br /> {}} �3�'1#3t+�& <br /> . �r=�rr�.... rrwr:�r�e ... :r�r�'�s���cm:t.;; s.*�:;<:�^wwnar».� �r.a-i�wt!� A�._.�•...�. ' � .. <br /> 1#Jf�+t M/HPiT�O 8N 110.t00tNi C�iMi�INT s . <br />