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. '�� 6 �� � . . � <br />iYl ��'�yF : - . <br />� <br />�� ir <br />BASIS OF REPO�tT <br />w� <br />�e impmv�ement un�ier cansideration xas petitioned by tbe �prop�rty owners <br />shown by tbe sbaded areas on the eccompanying print.`�' The ideatifyi.mg num- <br />ber bas been chaaged �a Stxeet Improvement No. 64-5 ratia�.r than 6�-2 as <br />cited in Ytesolu�3or� 1�'0. 9�+1. <br />..�.�. , � is•• �r i�► <br />The concrete approach o:P Priar Av�nue at Oounty I�ad C is con�°tructed for <br />a thirty�seven (37) �oot �ace to face of curb �width. The street fxom �his <br />point no�h t.o �ta•tion 6t72 is tni.rty �eet wide, AC a�i.x (varying fror� �- <br />6� inch) surface �ui.tb a base of ,�;ranular materie�. to a depth oP eighteen <br />in��es belo�r the �cop of surf'acing. Fmm this point nnrth to Iona La,ne't2�e <br />�treet has heen pre-gracied rou�h].y to the proposed F,�rs�le. <br />�;':; <br />� <br />;. ;. <br />Under We�ter impruvement 64-5, water is to be exten�ie�d from �ounty l�C►ad C <br />��' � north to Ion� I�s�e. The exiating portion �,s to be.� reconstructed uuder this <br />*� . <br />w�ter �mprovemeri�. <br />�� <br />Under fi�wer Imprrovement 5, sanitary sewer is to be cons�ruc�ed from the man- <br />- bole .st Iona I�►ne south t�,o a point south of S`ta'tinr� 6�72• <br />�:. : <br />` 7�ese �a u��.litiee are to be cona�ructed prior to the cons�ruGtion nf thi� '' <br />�` stree� imprave:m�nt. T,�e bas� work �hould, be conetxuc�ed. as soon as pos�ible ��;r� <br />�; .: <br />a�ter �}aes� uisilities so �bat �the street can be used. Such work is to be ,'r<� <br />, protected as �much as poss3ble Wi�h completion by necessary reshaping ae m�y t��. <br />be requir�d in the sprin� a� 1965, and tiae adc3.�.tion a� the surPacin�, curb <br />aud gutter �c,nstruction: ff-� <br />. . . ' . ' '",�'F� <br />' _ 73ESSC�T '�ONSIDER��'iONS ;� <br />:. ;�� <br />..:li� �� . . . . � - . S.ix <br />� . . . , � � .�'vjf. <br />L:. <br />Des�.gn ��andiaxr3.s }aa�re been raiaed. since the sou�hern port�.on o� Prior Av�e.�tua ' '`; <br />r �� � � . ,"� <br />was aora��rur.ted in 1955- Current I+9HD ���ndards �ar a 9-ton stxeet c�rxy�i,ng =;R <br />k°' 30(J-6flQ-taea�w� �commerci�.]. vehicle (AI�) �hould tie used. �e design depth i,s 1=: <br />twen�y and onerbalf (20�) inc}a�s cansistir�g of a one and a half (1�) ina� . <br />wea�I.ng couu^se� twc� 3�ncb binder course' one 3nch bi�uminous base, �. foux <br />� <br />ir�cb bi�umi.nou� treated bas� -and a twelve incb sanci �ravel sub-base. .:'�� <br />,; ; <br />; The twelve inch �.u�raedi��el�r under the road bed is to be exesvated and re��.ai.d ,_; <br />"�` ` '�iGo provide �or �niform compactiou. .:. <br />k;; �,: <br />�,� <br />�e �provemen� is t�.o co�nnence at St�ti.on 6+72 and terminatG �t �tat3.9n 1:0� :� <br />�': <br />' 64 (�ee pa�3.at). The ;widtb o�' street should be th�.rty-s�.x i36) �"eet �a�e `�o :;� <br />� face of curb. This prov�.des for a thirty-tbree (�3} foot blackto� dr;.vi.ng �' <br />su�'ac� witb sn eiglateen (l8� incb gut�e� on eac}x side. The ex3sting sur- <br />Pe.ce f,� the soutl� is a th3.r�y-tbree (33) Poav� width blacktop. 'I'l�e exper�.ence <br />. witY� blacktop cux'bin� has not be�n s�atisPec�ory for industrial �t�eets (W�7.nu� - <br />Street). It i.s reco�ended tbat tlae B 618 cur1� arid gut�er be used to pr.ovicle -� <br />� the six (6} inch high curb and eighteen (18) ine�i �utter as no�ed above. �"{ <br />�;; <br />;.°', <br />,;:: �`: <br />_ pa�e 1 <br />-F;: <br />,: .. . , � :: ..: <br />; , . .. <br />�.:x: <br />