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19-89.Intersection Details 3
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'� G : :p - .�' .. -� .. ;I •-. '`° �. :� � . , , . -,� ��� ., o� - . , � � ,_• �'°�f M�,: �' ,� �° "° o' '�':'�;i •-•� . r\ , �,..{.•' 'r�t',';; �'• ��j ;�;�., .�,. ;a' • . ' ., .� � • I, 1 . ' . :'�• �• .i.��L �i� ....+_�o-,.'�. 0,�. �'••'�;Y���.,���p i» �••�,*'f� • ,L�•p..0 ;/'ot•r• •..,, s .�' "/� ; �.' �°�'• d t � ���/ . � :o. ::. � .qe� �.�. .• o y:t ��Q•�p`�A�. J. A. + � .� �• •� 'o. s . • , �. C��rzr� t� (,�" Thic�E �'A�' l�oi- u�o �b 8'' ` 8"Thic�F {�r (�or 8 rb /t' , 5�� /t"Thic,E !�r �/ar o�r' /t' Cr�.- eQeleox �/o/ve 5T"O,�M M�!/1/�10LE DEEf'�' /NCET O�T�1 %L �lCC S'T�PUCTU�4?� � d�E G/�L'UL,4� UNL .E�✓ OT�1�'k�W�SE �G/F/ED � .5fo�a/o� �� ror�cvst �ho /c - �"'c.l �� mo�n �� � � _ � S� S��i$R SP$CIFI�A�IONS �++.��sr�r��.��u.r�. �.r. � �:. . � 1• 3'tand�d specificationa of the City o! Nobl�sviile shall applq for all rrork �nd msterisla. �� 2. The Contractor a�all be resparisible tor obtaining all State Higki�qys, eity and County perm.ita. 3. See at�ndard detail aheet fo! conat.svetion difssnaiona of atorin atrnct�tres. 6COf/V- Of� �/�lLYE DE�T,�I /L ` b. A11 sto.�m se�er pipe aha11 be Qor�vgat�sd metai pipe eonforn�ing to AASHO Deat�qation M-36 � 16 gauge, nnleaa �specified �of.hentiae oa plan. � � ` 5. Backfill around all atrueturas aAd � un�der paved areea with grarinl.ar �terfal. NQ°I'�!h Ty�!' �% Gr'~C"yro� u'� y 6. The Contractor shall provide at lesat 3� oP cover over all atorm sewera. - 7. Storm siwer discharge areas and inverta e tenative and are aubject to ileld modificationa �--- --- -� t by the En�ineer or his representative., �e Contractor xill be rei�nburaod� for arr�r additio�al � t labor and u�,�rials necsssary to camplete any modi.fications accos�ding to t,be unit prices � � aubmitted by the Contractor on the contract documents ' � Q b � �t ��G'er�xrlf P�ns �si'� � �x Qx � rx �` \ a��'� e�►' �/q� �h � �' E"�,?.� • GN 4°l°er�'�rv�eci ✓ , � P<<oC, 3'!n /iC��yth ,���b�i'`:�. ,'q , �; � ".jy :�� a' •,t; f � G�rer� f� �l% . � 8. Rip rap ahall bs a minimum 1/3 cnbfa loot in size and a. minimtim t 8" in ci�pth. Di�aensiana b:� � for rip rap on thia plan at�e for �ati�nating purpoaea a�.�.. Actual bast plac�nent of r�.p rap 8� \ � shall be deterniined by field conditions. � =- � r _. , � __ . ____, ; . � ,, � � \ � Go s�in A 8 G ,D R- 350� N 24" 24" i2"' i8" �2"r8�� , - � R- 30�0 24" 25" /?'=/8" �2"-/8" , •",<� �i" R- 3040 24" 25�►'e" !2"�B" /?=' /e�, c��� INCET �T,4/L Ac � sTR�c rv�ES ro �E REGTANGU� A�f' Nofe .' l!// �arl �, hcr�ta��A/ ona� veriico/ � 6� mo��o��d wiffi in��io�, jornf3 sf�v�k �/ush. �i��// w��h No. 7 ltibs�ie� ,�fa�s. �il� I�3 �4 // T� wh� 350 �3 Shawr� m dcve%o.ne�f ro% a�ly. . . SANITARY S�nTER SPECIFICATIONS � � •0•� � � o ' � a D , o b � p.'. p . • •� �• o'.' ° ''� ' 1• Staridard apacificationa of the City of Noblesville shall apply for all work ar�d materials� ,•o b� -�o� � �• � VGP �' � VGP 2. The Contractor ahall be responaible for obtaining all St,ate Highirays, City �d County ' r Permita. Before starting construction all existing utility locatlona shali be verified. o• . •� ;� : • •� e 'o' :•, :, ° '�� 3. sanit .o. ,�_ � ary sexer pipe ahall be vitrified clay se�rer pipe conforming to ASTM Deaignation •�' � C-200 or aabeatos cement Mipe conPonai.ng t,o ASTNt Diesignation C-l�29, CZaas 1500 for 6" pipe and Claes 3300 for.8 ar�d larger pipe, The ses,rer laterals� termination are to be �!� indicated on the surface irith a ateel fenc� poat. The ds are to be plugged and �41ed 1�I�3 �� vT CG✓!C. %%j/3 fc,�OG O�%GOy�IG. xith a water,tight c2ay or plaatic diac. Wyea ere to be�ilted up 1�5 ciegreea from the G/�1GOSd/lIC�'!t !3 U38Q� BrIC4.3e/7'AC/!f /S U.36Gi horizontal. - wh� 3fcr� sewer when exc4vo�i.•�y i3 �,. For all sanitary aerrer jointa, t.he Contractor shal,l uae "Wedge-Lock Amvit" or any other /3 68/qrV 3d/!/t0�'G, Q�OrIC JUSiE 060lie4 �terials of equal quality; ina#�al]��d and manu.�actun+d in accordance with ASTM C.•l�25.-6pT, 3�°M�Cr 3�lI7%fOr' SCl�MCr" ; 5. No roof draina, footing drains, sr�d/or eurfaee water drains rnay be connected to the M�C y sanitary s�xer ayst�n, inc2udind xe temporary connections duMng conatruction. 6. A21 sanitary manholes e2�a11 be Mp���t concrete" manholes. Go�ve,�ErE ENC,45EMENT .�. The type of new manhole ring and eover shall be ae apecified on the atandard detail h _�9hf/y Gom�o��ea� �x,F�// �EGENO h/= 6�x�f // ��' �C �o o��vi�r d depffi of 6�eaF,�i� rr�ofe�io/ Gc/arv ro��ae Ndte : For- rc�k cr' o ffier ir,ic�nror-e�i6/c rr�teriols, t�'� fi���h S�io�ri/u� G� or��ex vcrr�d u u rnirr�ir�c/rn o� G:r��f� c�x� re,�i//� �vifh y�nvlo� �feriQ� .F of theae plans. s eet 8. The castirig elevationa ere aet by plan. Howav�r, the castings are ta be adjusted in the field by the �ngineer�s repreaentative ahould a ciiscrepancy occur betxeen plan grade and existing_grade. 9. NeW manhole ring and cover ahall be inat,tlled to established grade. 10. Backfill around all structurea and a11 cuts under av�d areas with ! p granular materials. !-�1. The Contractor shall be required to furnish the Engineer xit,h a set of red pencil, shoxing actual sei+�er location arid invert, to i n c l u de la t e r a lrlocation�,kdepth and length. Such "as built" prints muat be received by the Fr�gineer before the final contract payment can be authorized. � t2. Class C bedding as cteacribed in ASTM C_12-71� (A,'VSI A 1p6�2) or ASC MOP No. 37 shall be used, except xhere apecified otheztirise. � SCAN N ED � -.•. . � F