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LEGEND _ � - TOPOGRAPHY BY . W�....�_ _� ��:.� � LO80 AERIAL SURVEYS Existing Storm Sewer . COLUMBUS IN , _ . DATED 12-23-88 -- -�- - New Storm Sewer __.�........� �..--� :- �.;� T_ �T.:��.� Existing Sanitary Sewer w/Existing Laterals . : H.Q. , � 894A Q�� ��� . / � / / / / � / . 890.0 �. 89 . � � 893.0 000 � � ooe • �p� E 891 A New Sanitary Sewer ._ . y.�, Q� . ,..�, �/ � o00 ao, (Laterals are shown for reference only �^�P k�v � Q�Q�. \Q�v��/ � See Sanitary Pian dt Proflles for Locotl0ns� PANHANDLE EASTERN ti , / .�,E,� � Q. � ' PIPfUN£ EASEMD�1fi ,• / �� . S�`' �: _ .. _ ,... .,. r . - . _ _ .. �'� , _ - _, ; �. _, ._ . _ ,... ��,. . �- � .� 7.50' / � / 89.3 ' _. . :o. . _ Existing Contour - � Nasca� . LA E I�OUND �. .,- 216.20 /; < 273.56 ° fi8.95 119 ' . ... t%0.47' : . ..... .. ......, ' t y . T / , . ... ;. . � ' '� '.... Y.....,��. . �! . .... -'��-.. a '. .-� . . •� ' ... ..00/O ' . Existing Elevation ' c�ouNO �v.�s� , . , _ i ._. . _ � a __ , . . _ , s TOP OF PIPE -885.9 / � o- � / ' � / 40' LANDSCAPE� D.U.Ac . , ooaao New Pavement Grade ' / � ._ - �_ / / / � - _ _ _ _ _ _ oee _ _ _ _ - - oeo - - _ _ - . . �- . _ ..._ _... ... . ,,..; eee � '�_ --- - ------ �-- ���-�--- - ---'-��----�-^ • . o - - �OUND fJR�. �J � � a���'� / / 24 887.7 �9 � � 890.3 > o ' IC 891. H. 2.3 ° � 5 E 8 1.3 � �- 114 ooa.00 All Other Finish Grades � / ►� ��v. - �,''� P�`� / / - . . � _ _ l - � - �� � 6F PIPE - 884.8 .;_ ��` ' / / ; � � _ �. °' 890.2 _.. , . . . . . . / . � . . . � � . . � • � . N . � M . . N � � O ' �j . >. � � / J `''� / � ND ELEY! 887.8 :. 4\ � ��F/,. '/ � � J �.;o �� � �^ (000.00) Corrected Grades - � (� - � / 0'� OF,PIPE - 884:5 �i 0�'/ �� �q� ^ 892.9 � �3 ,� � � O� .-/ ; /' � /, / �; � 000 /.... . . � � . � Storm Structure Number ,--/" _ � � " � i �, � l� , � : � ... �2.7 �', � ;' " / ' o � ,'�' � ��2 ° , __. __ _ . , ,� � : � .- _ _ � o ___ , � `� --- -� . ,:�` : ,� �st � �' : ° . .. ;' �`�� . - � ° 0 Sanitary Structure Number � � co�c. ac�� i `� i s su� --�--_�o ' ^ �, /� ' ��'�` G `�'N� � � � ' c� � ` ` J _ LAiER L _ � _.4/_.� �M6 (/IyE • � Bg1 • �p�a � \ ( �OW �1�OW ^ � ' .U.lcSE. / `� - •-� . � 30 . o ° � 1 J� ,/ 892.3 :"� V, . ^ N / � � i 15 D 75.00' 25.00' ..�of tg _ m Bg 59p• / � � � . i 145.78 153.64' R(p � t? � � / 2 �'le ;� \ 0 � Denotes Elevation and a , w � ��� : \ ��s � � ��' � �� 'e. �� � ag2� ��a ��M T.c. w APProximate Pad Size 32+0� � Pc= +58. 31+ PT=�o+�s.so �o+oo w �� o`� � , ;� 9.z = . ,�z ��, � 0� ��� � � �.� � s�� _ 9 J , +0.6 . 2 888 87 888.5 ., 29+gp 8B9 � \ � ,� '� � �� � _ � . ' Vi . 121 g�? 29f�p w� ��S \\ _ �°j ,„ I� O ' 8 9.5 �L W . : � , TEIIPORARY q�-DE-�AC �k�14 9 . 2 . 2 5.00' ' 1Q1.47 ` � � - ' � �, � . _ y �, ._._.. _ . . � i ..._ ,.: c%i � oao � SWQ�@ �i� ,N' ' / 193 a g P ' D U ��E:;-.` , ` � � . - �3' H.A.C. BN�Elt � 2p �p.tl.tS ` _ / 6� � 0.45X 6 � 25 `14g�, g�s _ ,� ��!�. ♦ � � '`k°' I Z � ' . / �� ---�--_. -_ � ,��• �B� � ��k � .I 102 � 6 j53 S70NE BASE $ �} � / 35' BI�LD�IG UNE 889.6 ; -�-- :�-._ a? ts• \ / � 3 a Q � �o �. � � � � � 108 f .9 � � 000.00 Swale ---� - '9j� � o � k � �v . � �" -�""-/ / 89Q7 890.1 , _'� � ` of e• ��� Bso � , �!�s � . h J � �' . :� � _ ���, � o o � z� •F .. � / �� �o�. o --U / � � ` % / '' 1 . � 4 e > 2s B9 ,�� 1,� \ , ��' �� x� 1� - - - -I- - fi� Subsurface Drain w 4» Lateral Connection i � i � 8� ��� � °U�sF '� �'g � ��?s• o�?�' '�` �� / a . � ¢ � 1 \`�., �' w ,;+" ,o as � C� �.• 9i � �^ .� .. � / / '' � � e9os� � , .�� :�<., , � oo ��,• .��` :,x �� ' � .s / _ .. . _� �_, / � : � `W. W � � � \ ��,� � ���� , oJ� . . ' _._._ .. � % `/: 891.6 ° ,, ° -� . � � � � 89°89 `� � � �,�: , � . ���cA �a� a .,� ' . � � ��__,, � � a. o ! 0 4 X� „ � ;° , N C� ; � �2� O - �. P� � �� l / . , . . �. ,_ . . -� �� � 1�6 , 117.�� �� � ` �°-� � ��o �� ` Y^ �;,/ ��� . .___ � . � 9 ::\o°`�, ��e � �'� �y,o .,' _:.� � / � � ,� � � e9 ',� \ '�> s / 118 : �9 0 � /` I ; 103 / . , ; . >> �, �, � 0 ,�,�, I _ � j, ,s � 119 0� � f � _.: � ,_... o' � � �,,,� D o" �°' � � ' 67.21' 887.9 R � 889. .4 � � � ' �e � �, B ,o '�"� 117 ��. / �°G2>>• � 888.6 _ . - - - - - - y1-- � S` _ , . � � �? �CO' � `sc`.` B 9� \ cB� ��� : _ ,."_""� : _� �=-- � , 119 .. ��s ��8.0,� � .AS$ � 107 � ess.s � � � � i - ••• ---- ` p �\ � o , ,-- - --------- ----- � � q �� � - .� � .. � + : � � . � � � x '` �� 104 ' ' � � �- - - - - - - - - 120_ � - , • , �( ��,�;� � B9p�,� �/ �6�-�\ � �Q p � ��i�' � � --- -=- - - ���_ `� � \ �g I �0 J!�'. .. `9� � �,fl '�!¢ � • , � `� `- 478.19' .^. ` � ��_ � _• �.p �. %'3' �� 3 �Sx� sF� �� .-. � '- �, . � ^��' F, �. � $9� . \� � \ � \ �� I ; � ` ` � \ \ ,. /.�`!� \�� . oJ� � � A_!� _ ... ` �� �ty _ : � � � , , LAKE 2 ��- -�, ��,.� � � .� y� �9 �ti�.� � ' � 9 106 , � � � , • � SILT TRAP � ` ' ; � � �`� �1 �y QO\ a � , \ •. \ � � � � I SEE ASHBRO�� LAKE PtANS � � � \ � � o , �o oA '9 . � \ � � S. E. C. J0� /813.00 � \ � � ��6 , f . � \ `� � ` I NOR►AAL POOL E�EV.-883A ' � `� \ \ ��'• �yk � � \ \ � ;> `•� j 100 YR. FLOOD E�V.-887.13 � � ��� . � �pG � �B By�, � - - -� ., . �r� � , , � �\'�, `� �- _ - _ _- -- - - -- - - - - - - i-- - - \ \ � ` �E`� A�'�°°�SF 9 ° � �` (� � � � �. � -- - - - - - 116 \ i� \ � �, {I �, , ` ' � _ _ . � \ � < y�o �� �,,5 �,rX C�� � � �, � � ��� . � � � s , � � ' � � � � o0 , ,, . _ _ ------ _ , ., � ,, -------._ __ f � ` ;,;,•\ �8 ��90 � � _ __ _ _.,_ � � ` � , , -- -- _ --- ', � � ` � ��\\ •�• ' - � ' � � .9 \ �( , \ �_ . -------------- _ ` \ � . �\ 8�99�� 9 � `. V` � --- -_ _ _- -- - � v HOLEY MOLEY 8AY8, " DON'T - DIQ �� � ���we � � 1-800-$82-6644 ° � CALL TOLL FREE 5 � 1-800-428-�200 � � � FOR CALLS OUTSIDE OF INDIANA K I - `� ASSUMED NORTH SCALE: 1 "= 50' � \�_ _ - - - - . , \ � � \ ; � � , �.� � �8 � � Gj`Z` GENERAL NOTES: � __ -- - - _ - - -� - _ _ � __ -- - - - �� , � . � - -_ ___ _- - _ _ -- --- _ _ �_ � -_�-_ � � � � , � � - \ � \ �� 1. IT SHAtL BE THE RESPONS{BILITY OF EACH SUBGONTRACTOR TO � � . . � � . � � - . ---�, __ _.�.__ . . - �.._� y- :- _. -� _.'_ ---_`� \ \ \ \� . . � �-. � \ � ... . . / ��� �. ... ... � �� ` \, � � \ ` � \ � �Bp /�,5�'' � VER�FY ALL EXIST�NG UTILIT�ES AND CONDITION5 PERTAINING TO �� � 1 (� i �� '� ti � � � \\ 1�� /��J• a�/ HIS PHASE OF WORK. IT SHALL ALSO BE THE SUBCONTRACTOR'S . f : � �� � � ` v,� RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS \ � \ � � `� � �� � � ��1� `� UTILITIES FOR PROPER STAKE LOCATiON OF EACH UTILITY BEFORE `'� \� , � � � � � \ , �. �.`�' ,CG�� WORK IS STARTED. THE SUBCONTRACTOR SHALL NOTIFY, IN � � ` �•� � `� ` � � `�� \ WRITING, THE OWNER OR THE ENGINEER OF ANY CHANGES, • ���l� �\ � ` �� � '� ��p 9Q �� OMISSIOt�S, OR ERRORS FO{JND ON THESE PLANS OR IN FIELD ` � � BEFORE WORK IS STARTED OR RESUMED. ,' � � � 0 � ` \\ -- �� ` 2. STANDARD SPECIFICATIONS FOR CLAY REGIONAL WASTE DfSTRICT � � � �\ . � � � � �,� SHAIL APPLY FOR ALL SANITARY SEWERS. \ \ � � � 3. ANY PART OF .THE SANITARY OR STORM SEW£R TRENCHES RUNNING . � � �� ��� �� . \� �� UNDER PAVED AREAS TO BE BACKFILLED WITH GRANULAR MATERIAL. � � `� � � �\\ �\ � � � � � , � � ��- 4. ALL GRADES AT BOUNDARY SHA�L MEET EXISTING GRADES. � � � � � �� `� ��� � `� � �^�`� ` � ` �� 5. TEMPORARY TRAFFIC CONTROL CURiNG CONSTRUCTION 70 CONFORM ` �'� � � � � � TO APPLICABLE LOCAL STANDARf�S. . � , `� •� \� �` � \� 6. ALl CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMFD IN ` � COMPLIANCE WITH APPLICABLE Q.S.H.A, STANDARDS FOR WORKER \; \ {..,.�,1 S.AFETY. . \ � �\ � � � � '�� ,\, \ �� � 7. ALL QUANTITIES GIUEN ON THE PRINTS. `JFRBALLY OR IN THE B@I1ChfTlat'k9 '��� � SCOPE OF WORK SECTION ARE FSTIMATES ANQ SHALL E3E CONFIRMED _ : . ; ��\��,\�\ �� ` E3Y THE BIDDING CONTRACTOR. NOTE: `°.� \\\ � T6e elevation da{um used for this pmject �as formi�lated to coincide witb topographic �'`�•� •'� �� �� �\`" 8. IF ANY EXISTiNG FIELD TILE SYSTEMS ARE ENCOUNTERED DURiNG THE \� � CONSTRUCTION PROCESS, THE CONTRACTOR SHALL BE RESPONSIflLE FOR mapping creeted from aerial photography. T6is mapping ►ras preparedby a consultent � \ RECONSTRUCTING THE TILE TO ITS ORfGINAL CONDITlONS OR CONNECT IT ❑sing en incorrect elevation value for USC&GS Benchmark T-78. Since ihis mepping � PR USC&GS Benchmerk T-78 has been destrofed. Previous surveys have esta61is6ed that a discrepancy existed bet�een USCBrGS Benchmarks T-78 and S-78. 7�e combinetion ot tbese situations results in establishing an elevafion datvm based on an elevation value 1.12 feet greater than ihe published value for USC&i;S Bencl�mark S-78. The following benchmarks are esta6lished on site with values adjusted !or use with this project only. TBM 101 Top of railroad spike in ceriterline of Shelbourne Rood approximately 1335 feet south of the centerline of 106th Street. Elevation = 890.98 TBM 102 Top of boat spike in centerline of She!boume R��ad npproximutely 2600 feet south of the centerline of 106th Street. Flevation = 885.42 Tk�•M 103 P.K. nail in west side of power pole 1 foot up on the east side of Shelbourne Road approximately 2600 feet south of the centerline of 106th Street. Elevation = 886.54 TP, M 104 A cut squr,re at the southeast comer of the cancrete deck of a lift station on the south side of the subject site approximately 1600 fee� west of the centerline of Sheibourne Road. Elevation = 884.12 , r � '� �� � � � � ■ INTO THE OPOSED STORM DRAtNAGE SYSTEM. 0 0 Y S U w _ U �� � Q� o� � m O z Y U w _ � � M �� QQ� Q � N � m_ � W � F- � w U Z o o °N o N k-`'� o� � ` N� ryo � a. N i Z N � 0�.�+ �Q�N (A p r �a •� NZ M1� 0 � p ? w u� � C � F' � c UJC� Q5r x (� � � w Q � t,. z �' �°� P� � w � ao W � �N z� o�� i�l � Q N N O z W N �� °�o � W v �' oQ �� �'i•� � aa^� � � � N N �? vri iAv-� O ¢i� h� O C Z N C Wd__°, ootx � • • oQ aaii° M Z �N U a U� z � o U� RII O � � Z� m.- O pQ � U '[f" Z � � � U � �-- O W V � Z � �Q J W 0- I > � w z Y �� w � QU � � � �S o ? (..�J �= aW w� O tn w� �w 2Qam�� SHEET o� S--3 16 FILE NAk1'" 6133DEV2 .�.�.....� � e