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EXCAVATIC}N ��'�, ��, .�,.� �,��� � �� . s� � � � � � � � ,�'' ti � � -� � s ,�- �,,�,.,,.� � �,�� ��� � � � � �. { ��� � � � � �..., � t r � s ?�� �'�'g5i '��.�r:�� � � � �`' ,,,j`� � 2 � ��' � �"r���} s� y�t���,M, �''�`"''�,.,� � � �� � I � i � '�� � ��� �� � �.� „�,,, ....�;V,� � �� ���, � ��:�-���. �.,.,.,.4 j �;� � f �' � t f�� A. Excov�e�"�rr�a�eriat at is suiteble may be used for,�fli s. Ali unsuitable m�ateriaf and alt su lus �� 1 Ya r� I n let 9Q5.0� 902.10 �E� tW� � � � �"" .�,..,,�.. �-� � � � '� � ��� ,�� .� � � ` � � , �`'� j .,�Q�,:ovated moteriot n t re uired h � rP i �� ..� � � �" � � � � � � # �,,,,,� ! � ; �� � � �f �,� � J �„� q s ai be remov�e� firom`the site. 1 � � � �i t € � �t�� '" ��''x � •,, ``'',�*� � .� � � !� �,�i, �� ^�^y., r�� � ��t f � H��,,..• •.,.N^ �i'' � � � € r''�M � T k,9 4, � � .�- ""� , r � ��` t ,�� 8. Provide and icce cn addi#iona! fiil mate'ria ���fi�om offsi a� ma be neces�ar t 952 �a�d inlet 904.50 9Q2.70 E W � E � �� ,� , � � ,� � � � � � ��.�, � .� ,.�y p .� Y Y o produce the g�-ades � � � � E � r .N^ t � �� �`'` � � �...� � r.� �' r ired on lans. i obteined firom o te shali be uafit os eci#i�e�d for fl{ts herei a � E .� � ��. �,.'�.'w,.�..� �, F''w.a.�, �� j� � � ,�,�,.,,� ,�rfJ � �` �` �� � P � 4 Y sP d n nd the � � �r h,,� �. . �' ,, ���H � .� � . �� r� ..� �.,. source opproved by e Developer. it �w�11 be the resp sibi�ity of the Cuntroctor for eny costs for • � � ] 1' � t'� 4�i.� �, ..w^^"'.v�+„w"""u�+r � ^4 �a � �w.e.""'n`x.n"e...'".."w�`.n`v.n"u"' �nf.wr.�,. ,i ..��,W...� J 3 ,.M�`^ •w�.ni �., � F . .f � r ��3 �oncrete End Sect,on 903.30 (1�V� �nt ��ded. • � LEGENC� . 2. I�EMOVAL �?F TREES 954 �urb Inlet 905.63 E W 1,0 PRaPOSED GRADE BEN��iMAR�4S. �� C} -j 30' E XI S TI N G COIV `f0 U R �% •�•�•�• S" 7$ A. A1t trees c�nd stUmps firom area to be occupied by a road surface arec. Trees and stumps ahali not m �I�L BY BUILDER FRQM --� --- --- be buried an $�te. 95� Curb Iniet 9�5.�3 (E� �W) �N� BSMT. ESCAVAT�ON STANQARD TABL.ET SET ��J CON�RETE APPR4X. �'p, "`-- �,,, � � EXIST�NG� SA�;ITARY SEINER ���a' �. p� ���TH ST. C� EAST f� W LINE 3. PROTECTlON OF TREE5 i � 9�s Yard Infet 905.04 ga3. � 6�W� - --- 4-""'�-- ��- �� �F u�J �-� � ELE V= g� Q%% A• The Contractor shal! vt the direct�on of the Develaper, endeavor to aav�e and pfotect trees of vroiue �"' �- ---�- --== �� �M � EXI STI N G STQRM SEWER • • � • • • t . . . ond worth which do �ot impo�r construction of improvements os de�gned. EXiS11�VG GRAQE P POSEa GRADE �57 Manhole 907',2Q 903.12 (N} �S) � R� �, BC �1, #J� 8. ln the ev�ent cut or fill exceeds Q.5 faat ov�e� the root erea, the Daveloper shaii be consulted with PROPaSEO SINALE P P ED CCjN TQU R P. K. � Ai L I N N�R TH F'ACE C�F P. W. P. �12---12$ A �+�P�t of p�oteetiv+e measu�e to be taken, �f any, to preserv�e such #rees. g�g Curb lrtiet 9�6.48 9C}3.4a S NE ----- Ro �s „ , � � C j � 2 U P, P ULE I S 33 W'ES T 4� P AN 1� AN D LfE 4. ��ova� oF TaPSa� p PROPOSED SANfTARY SEWER 959 Curb Inlet 4 ,�� ����-�1� L 906. 8 9a3.4g W I� L LOT GR Aa A All s T�r" A . to sail shatl b r ti EASI�ERN RE� 8c 1NH i T� GAS LIN E M ARKER p e emoved ir�m a oreas to be excavoted ar ftiled. �� N U S�ALE '�"" �'""` ~ P R OP QSED �TQRM SE�U'ER E LE V= 8� 5� 4 Topsoi� shauld be stored at a iocation where it wili not interfere with ' ' constructian oper-ations. The tc�psoil shalt be free of debr-is and stones. PROPOSED SWALE �. v-nu-nES 19584�ST.xIs "H�3LEY " M�LEY PROPasE� a�' SIDEINALK A. Rules and regu�otian gove�ing the respective utility shali be obs+erved in executing ail woric under SAYS: � B Y� o� �� u � �Q E� � this se�tion. N� TE � �UNLESS OTHERYIiiSE N�TED� 8. Ot shail be the r onsibili# of the Co�tractor to d�te�rnine the location of existin n • e8p y g u derground utilities 2 working days prior to commencing work. For utility locations to be merked cail Toli Free aLL FRaNT YARDS SHALL BE AT 2.C7t�� SLOPE 3� LaT NUMBER � �-soo-�3s2-s�� W�th�� Indiano or �-�oo-��s-52r� o�t$tde Indirsnv. F'ROM TH� BACK OF' CURB T4 APPROX. �' IN FRCJNT � ADQ 5�vERBUILD T� F'RONT S. SITE GRADING OF' TH� E�U�LDING 5ET6ACK L�NE. & Slt3E� aF PAD SHOiN'N --,------� A. Do all cutt�ng, fitli�g, compacting of filis and rough c,�ading required to bring enti�e pro�ect areo 70' to subgrade as shown on the draw�ng. ALL PADS & STRU�TURAL F'ILL PLACED SHALL BE ° PAt� ELEVATlON ���.� CaM P A� TED TO 95� �F' M A�C. D EfV SI fiY U SI hl G TH E �E� Q�i� '�..�` 2� -a�� �F F�LL �� �l{���E 8. Ali grade a�eas si�tat! not exceed 0.1t� feet ptus or minus the estvblished grade. Provide roundings s� vt top vnd bot�om of bar�ics and other breaks in grade. STANDARD PRO�T�R TEST METH�D. � » �..... .= PRQP(}SEd � UNDERDRAIN� C. The Engineer shalt be na�tified when the Controc�or� has reached the tolerance as stated aborre so , that fie�d mea�urerr�ents and spot eiev4tio�s ccn be v�erifiad by tha Engineer. The Controctor shcll �ONTRACT{�R SHALL RE�R�4DE EXI5TING 4� S,S.D. TO LCJT not remove his equipment from the sita un#il the Engin,een c�s v�ified that the meets the abov�e jol� e tolerance. , SWALES AS NEEDED. F�7RM�ARTHWRK � --BaC� -38,2 5544 ��L �'o� �"�� 1--$nn --428 --5,2�0C� F��R CALLS �����'D� 0�' I�N�IA�A CAUTIQN LOCATION OF ALL EXISTtNG UNDERGRaUND UTILITIES SHOY�N ON THIS PLAN ARE BASED UPON A60VE GROUND EViD�lCE. (including, but not limited ta, rrn�nholes, inlets, vaives, & marks mcde upon the ground by others.) AND ARE SPECULATtVE IN NATURE. THERE MAY ALSO BE OTHER EXtSfTING UNDERGR4UN0 UTIUITIES FOR WHlCH THERE IS NO ABOVE GROUND EVlD�NCE OR FOR WHICH NO A60VE GROUNQ EVIDEN�E WAS a6SERVEQ. THE EXACT LO�ATIONS OF SAID EXiSTING UNDERGRaUND UTILITIE� SHOULD 6E 11ERIF1E0 8�Y THE CONTRACTOR PRIOR TQ ANY ANQ ALL CONSTRUCTtQN. V / � � � W � � � � � � � J � � � W L,�! Z � ta Z W C� Z � J � � ` � � � V � � � � Q �! � � O� �d�-\ �V � .-- �...J ♦ � X ,�+ I.i.. , " e� � � � W N � i c� � � i �� L1� � � � � � � � � � O � � � � Q � � �r. � <C � Z ��II� � � � ���� � � � � ��I�� �, I..L.� W �,%� ... .. �1.1 � � � ....�.. L�..� � � �� � �."�' � __._. �� �� � J w � � � U SHEET N0. oF 1$ sa� �oe No..� J5$�- ,