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HomeMy WebLinkAbout102-98. Grading and Drainage Planr I :; ` `t 1 . 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N0. � , v i \ ��' , ��,p � :, i � �� � , � Tats�e.00 . .E. 841.25 \, , �, ' r � , �' � - � F'F S+� � ' �, _ p � � t HASE�. � i ON � FUTURE � �'R U�T � � � f pN' 1v � � R U�. � i ,�QN t� • � � ,� , � � , , , ' /;l ,' � h , ► _ �,l � I � - ' I .., EXI�T. C�9TING TO OE LOWER�O TO i I! MATCH P� OP09E� � 'i � GRADE E VATION9 � �I (' �i I,'` i ��','i I�,� I;I I,� ` i'I i �;I � ; III i l;r i , I ': �:I ; � I !, Ij 3 �I � i ',',I � ' Ii; ;;j � t; � II` I'I II il j.l �;� � �' ' + �� I � �I , , ;� i '� ' �r'�' � �� a i � ,� � ;i �/ , �. / 1 �O i �I p�O � f , O I �� I /$ � �°' � o , � �, � r, I � � '' a � � c / � w � �� t � i� !�. I ,{ �p. / / � , � � ; i / h i i l a � i � i l t i �� , � ► , .� . �' „� r � � , � .: , •u � , , � � � g� ,, i / . ' o r,' � ,, v� i l / , � ��/ / / � o°��'; ; / , � i >' , . ,� �c��, , i , . ' �'/ /' / , ' ,` i ` / , CAUTION !! THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PIAN ARE BASED UPQN ABOVE GROUND EVIDENCE ( including, but not limited io, manholes, inlets, volves, ond morks mode upon the ground by others ) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EvIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EX�STING UNDERGROUND UTIL�TIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1-800-382-5544 CALL TOLI FREE � - INDIANA UNDERGROUND - DWG Fi�E D\98\197\FiNAL\98�97J Gc�7 C31 SPELLCHK. PLOT SCALE: 1 30 000 EDIT DA7E. 02/15/99 14: 59� {0 PLO1 ORiG�N: 0 OOAAO EDiTED BY PED - 5117 ,, . q� � _. o . rc 83 +� - ,: DC a38. �s � �,� ' � � - �,-' T - �,h � , , �1 �,5 ( µ r, , � � � , , .,. � Q'��� � ��+��' - v _ . ��}�_ , ., ,_:-� - ,� ; ��"� Tf B39 840.75 t ' - �, 840.75 , °C e3q.�36 - �T�. co. � ' ��* Ca �h � ,�, ec640. ro re ?.� 840. �,o' 0�e� ''�` � `� , ?� , 83q a�p � ,� F, � � � B99 sp d39. SO �;� `' 47e'w Of 12r' PyVC/� F/OyR� Re0•0�! � K a , r� �; �,. r h?, � .. �_ � ro �, �, * x �` �c ^� �,,.: �_ . � - - . . . .F l �RM�H � T�I\. G.V7� �RM�G _ `�l :• �,k`x, . Y y � i� ir.?'y -1� - _ . -- _ � _ _ _ _ - _ __ • . l, t� - , . r -- � .. _ x,� , .j �` ___ _ _- _ _ - - -- - .. x ,r � n x. � x _ .. . . �., �< '�� � X �. X)���< <+ � � _ - - - _ _ - -- � � � 8a0 y � _ x � r `_". f { , � �� � - � � _ - - _ - -- _ , ,, . � x. � _ _ - - - - �, ' , , _ - _ _ .o z �;,. _ 1� - _-_ _ _ - _ _ _ - - - u\ - ' - � � � . � � - .. _ . . - - �- - . - - - �:' a- j - -- - . - - . _ . . - - Q? '�y� ' ' � � _ �_ _ -- - _ __ _ - _ -- _ ___- _ _ __ - - - _ - .� �_ t - - �. 8�5 _ --+- - - - - " -- -_ � -- + - _ - - � s ; � . ,a ` _ - � - - � .- _ - - - - _ - _ - _ - - 4S; � �C FOR R� INV. 829.00 ,,. � �' .� ,� . , �`• + . _ - ._ _ - _ � _ °- - _��, �- _ _ -- p�p,� � MIN. 2.0� 4 E � �w �r we � � � � � �r �e � _Pw - _-__� - - - - , as s� -- � . - _ -_ - _ + - _ _ � � � � � � � � - ue � � r - -�:'- _ . (fljl��,�.04- _ -+�r.' _ - - . - N sw �w w� � � � w w � � w V _ _ �r _� -�- '�+ rT - _ `- � L - �� � .< ' �� - - ,; 0' �--� 30' 60' - � m+V. $29.so-; �� - . . _ .�. _ _ - � _ �, � . *� +� �° inv. a3o.00 , ,,. � ... �. ,. _ � � � � ,� ` �'�` � { � _ , , _ ��� , 4T ����-�����''��`�"'�"���� NORMAL POOL ELEV. 832.50 � SCALE: 1--30� �' ' � � � w� • �,�a, ,� � � �ee� �' � `e ,: �������,,,.,�,f,,.�• P t , ,n ,� � *� GENERAL 4RAOING NOTEg � 4"� �/ ,'���,� t. ALL WORK TO CONFORM TO STATE AND LOGAL REGULATION�. 6. TRENCFiE'S FOR ALL '�TORN► DRAIN LINE'� !lMALL DE �ACKFI�LED COMPLETEIY WITH SELEGT GRANULAR AAATERIAL IF WITMIN S FEET OF PAVEMENT. � �rtt ._ _ f'` � �. �ITE GRADING 9MALL NQI PROCEEO UNTIL ERO'�ION CONTROL INEA9UR�'J ' j� ��'°;� � HAVE �EEN IN9TALLED. 7. AFTER 9TRIPPING TOPy01l MATERIAL, PROOFROLL W1TN A MECIUM WEI4HT � 'y ��'�;!°l� ROLLER TO DETERMINE LOCATION� OF ANY POGKETJ OF UNJUITA�LE ' �"'1 'S. THE CONTRACTOR'SMALL VERIFI' ALL CINIEN'SION9 (VERTIGAL AND MORIZONTAL) MATERIAL. TME NECE�5ITY FOR SUD�RAINy AND/OR REMOVAL OF ANY IN TME FIEI� PRIOR TO'�TARTING CON'STRUCTION. THE CONTRACTOR 9NALL �E UN9UITA�IE MATERIAL WITHIN THE PROPO',lED PARKING AREA� WILL �E REJPONSI�LE FOR ALL FIELD DIMEN�ION�. IF AN1' DI�CREPANCIES ARE FOUND DETERMINEa AT THE TIME OF CON�TRUCTION. IN TME9E PLAN� FROM TME ACTUAL FIELD CONDfTI0N9, TFiE CONTRACTOR � gFiALL NOTIFY TME ENGINEER IMMEDIATELY. 8. PROVICE PO'�ITIVE �RAINAGE WITHOUT PON�IN4, IN ALL AREA'�. AFTER INyTALLATION, CONTRACTOR TO TEST FOR, AND CORREGT, IF ANY, 4. THE EXCAVATIN6 CONTRACTOR N1U'ST TAKE PARTICUTAR CARE WFiEN `�IRO �ATH' CONO�TION'S. EXCAVATIN� IN 4N0 AROUN� EXI'�TINQ UTILITY LINE'� ANO EQUIPMENT. VERIFY COVER REQUIREMENT� �Y UTILITY CONTRACTOR'S ANO/OR UTILITY 9. ALL PROPO!!ED �POT EIEVATION� ARE THE FINAL PAVE�NT ANO FINAL GOMPANIE'S'SO A'� NOT TO CAU'SE DAMAGE. 4RADE ELEVATION'�. S. THE CONTRACTOR'.lHA�L NOTIF`( ALL UTILITY COMPANIE9 T2 HOUR9 �EFORE 10. SEE APPROPRIATE GETAILS TO DETERMINE �tJ�GRADE ELEVATIQN9 �ELOW CON9TRUCTION IS TO START, TO vERIFY IF ANY UTILITIE� ARE PREJENT ON FINI�Fi 4RADE ELEVATION� INDItATED. 91TE. ALL VERIFICATIONS Oocot�on, ��zs ond depth ) 9HALL pE N1A�E DY TME APPROPRIATE UTIlIT1' COMPANIE'�. WNEN EXCAVATING I'� AROUN� OR OVER 11. ALL'JTORM'jEWER MATERtAL'� ANO IN9TALLATION yFiAI.L GONFORIN EXI'�TING UTILIT�E'�. TNE CONTRACTOR MU�T NOT�FY TME UTILITY COMPANY TO �.P.W. 9TANDARD9. y0 A REPRE'SETVTATIVE OF THAT UTILITY CONIPANY CAN pE PRE9ENT TO IN'�TRUCT AND 0�9ERVE �URING CON"JTRUCTION. 12. INVERT'� AT PIPE OUTLET'� ARE GIVING AT ENG OF PIPE END 'SECTION. 4 �XISTING LEGEND � PRO OSED LEGEND ���r:i OVERHEAD TELEPHONE UNE �'� WATER METER -- g$9 PROPO"�E� GONTDUR9 --- -E ---- BURIEO EIECTRIC UNE tir'" FIRE HYDRANT E- OVERHEAD ELECTRIC UNE D4''` GAS VALVE T���� TC 888.50 pROPO'.5E0 CURD ELEVATION9 __��„ eoT,o� o. � ec 8aa. o0 ---- �------ BURIED GAS UNE O�:M GAS METER 888.65 PROP09ED 9POT ELEVATION9 -- r -- - BURIED TELEPHONE LINE � rRA��<, TRANSFORMER M.E. MATCH EX19TING w --- wATER UNE � S�GN GUT GUTTER 9P0T ELEVATION °�v UGHT POLE TOR TOP OF RIM +�F COMBINATION POLE INV PIPE INVERT ic�a� POWER POLE �� BUSH •, -- �� POLE W� GUY WIRE(S) n"�r�7- �r� TRAFFIC POLE �, � ,, � ��' TREE �T�EO TELEPHONE PE�ESTAL � f� TELEPHONE POLE ��"�� N� � �c�N CURB INLET •����c, CATCH BASIN �nMN STORM MANHOLE msMN SANITARY MANHOLE �w*��+ WATER MANHOLE D4""' WATER VALVE � • W V ' M Z ; �. W �� � M av � J �� � � aQ V vN O �� V �� a� a m� ~ J Q W � V • O � U °° �N � � !� v �� �+ rn �l c w " a � °' � �� �w�7 W '^ z ` W � �� '" o � W�N° z�� �W�� Q � � � _ ` D T ,••� o0 v a' � �� � A� w z� �� w U �' ) N1 � v ,.� _ � O � a '� I�� � U �\ Z �\ � A � z � ►-r Z A O O � a v� w �� � i--a � � � U�w �Q� W � � � � � d' r �..� ` f�, \\�����������r,�� ,�`��\�,�5 R' ��NN�''�, ��\�. Q,E'��S T E RE� F� ��� _ No. = _� 18834 �_ �/ STAIE � ��` /'� /NOIAM�' G\� �` �''%�jpNAL �-���`���\ / ✓/111111111 .�-�� � t, � ,. , CERT FI D BY �'�`� _ � � a J a W � Q Z a � 0 � � Z � a � � 'W a � Q � � � zQ� Wa V� 0 W � � � Q = � W o� a� � W O U VW N W Q J � � � � J Wv� � � Q � � V DATE: >>/20/98 SCALE: �"= �o' DRAWN BY: PEo CHKb BY: wRC JOB NO. 98 �q� REVISIONS v. Ea / / � TAC COMA�NTJ � 2 16 98 3 io� cou�EnT 02/15/9q SHEET NO. C 3.1 OF