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IW L 15 JI II HI 2 1 \ \\ 0 \ N\ ` Co `\ CONSTRUCTION ` ENTRANCE I \ \ , \1 I a po X h^ \O b 6 7 8 g A� 10 11 12 13 3 4 5 , UNITED OF OMAHA LIFE INSURANCE COMPANY 1 \ 1 1 INSTRUMENT #98 -28791 \ 11 1 I Xle I it q'`�° 10� I 0 j CO CTION NOWN I ,lib ^>� 1 1 1 ,' �� J 141 r 1 I I I I X _ �� ^>'� 1, �� Ln 00 X tip 1 1 II10 X �� �y7 ,�1, I ( h�. \ V CONSTRUCTION LIMITS I X X 0 ls" 1 \�� 1 1 i \`` )P� 114 I X� x o °p , _ I � CO I I I + I I 1 Mom W . - - - • - - \ ...i r13F� %IrS6.! =SF!!(;�3 ... / I I I I I :•'•��:':: °<o ;;:: 1 ::::::::::::::.. .:::::::::::.::: p� �S' 1 1 O F i ........................... ... 0 b 1 .. r ......'.'.•.•.' :'y / I '•;-:'.':':':':-:':' :- :':' :- :' :- :• :- :- :- :- :' :• :• :'' .. °� .°j..•.•.•.•... .. ........ �,y.��y b� / - o x0 � 1 `t, '''''''''''''' I I I I = I I I _ .... ,. 0 0 1 �h .... IA:: :, ' �:':':•:- :r :-.•.•.;.;.;y / I 0 � 1Q0, _L h �''�' � tij. 'S' ! , I '•'''�'- '�'''••1 ! I I I I I I I X 0 D . _•.. ,50 • �,•.;... �..'.'.�'�.�..•••..•.....aalrfr. \ '\� Op ,\O bX�h '7 � •` � I ; '� \•.•.•.•.•.•�•.•A O v v e v o o v . b 'a o b a v I I I 1 / JCS ' `' 0� •° gyp" DRV. t R SuIrE �ti' �ti. 1 '\ ' ' \'•'•�::: SILT FtNPE + r \..:.r :�..... . \...... ' , x� I X i :1:1 :i;: �l•:•';' :: : ?•:•:•� 4 / AROUNb PERIMETER X0� X�h + 1X1 1 I . ' ' : a° �� + t I + 2.16 SAND BAG INLET ° 84 / .76 / t I � I I , I Ir :I I I ;;; 847.76 PROTECTION (TYP) I I / I D -- - - - - -- p "p" -------- SAND BAG INLET X X ,/ �� ( ' ) c� �/ I I ,� I .. I{.;.I....•.:.. ; :•y , 00 I I �l� <t I 2" PROTECTION P / °00 tr. ■ SAND BAG INLET ' '••'' � , \ h PROTECTI ( P :jg 4' I; ::::::::: ' ' / / I I , ° , ' CP :'g -1 -: 'J :'.'::.'• ' •.'aj. Xe x �� I I \ I O,h -' :'I- :• :' :' :':':':•:•:•: :� /'•� / ; I I I 10 ; , .•.•.p.l.. ..� � I Ip I i q•. g�Y.tt�dS ......;. �,. O , �0 I I 0 ; •., .....•..... rif p0' / X I I I I r''' �• x 0 O° \\ I I Ohl ! 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' ' INL 1` : I�.Fti.: : :- : :;:';; :::;.t�s ... ;:;: ;::;:: �: , SAND BAG , '• ' b I I -_{ :.......'..,.� I CONSTRUCTION LIMITS h r / p PROTECTION I .:\.•.•.•.•.•.•.•.•i.•'� r I h >: _`'p - - -- -gyp -x / ° o ��. tip �,� i' �,- I SAND BAG INL �� k, r F I I I / 1 X 0 �. •�,;.;�•.•.•.•.•........ b p PROTECTION ( P) �� �`) ............ \ X�� L X ghti \�qqh��� a 0� X X �•yti X� '.}�;:;.;.r,;,;,;,;,;,;,;,;,;,; { t - ox � x Q r• •.•... r.•.•.- , r / I I I I ' y. t�' ' ' + :' DRAINAGE 'MANHOLE , • t /... j .'.'.. I I I \ I r .a h I ; l y.FI TOR 8PO.90 `i... ..::y t• I °� �' ;�� `'tip 1 .:.: iJ :Il:;:c;.;.;. c;.;:;: INV N =' 844.90 I I I 'b p ;..� .... u• / 'X I �• I ,�. .,. .a.ia.. •.,.•. •. /:;:.� INV(S) � 844.90 O U�j 1X1 ,p �`' , ;.; r ,.. • /... ' / : I I ti0 W:�i �':'•' \ hp 11 `, I ', I `�� hrL. , ''''t''''' ' � 1 ' ' I I I �O ham. ;;,rb�4a \\ I btll I, \S �Il� 7i�b �6X x I 1 :-;�:;'� O,\ x0� b \ 0� 1, I r I „? h� 0 ti' I I J). Q •'•'•'L I I x I I 'k G FT { r .•.'.':•:•:•:•:��. � { ' I \ �\I °° x •: -t.- j� II':•:•:.. . , ° X pl I •:•]•X.•.•.•�,.; { ��'�'�'�'�'•.•'� r / x I I I : .?,.•....•'.•:. '': I:.;:.;J:.:.' '' ::' :' :.:. :' ' :. SAND BAG I LET x , ST' RAW BALE CONSTRUCTION LIMITS :::: ' ' ' PROTECTION . : INLET ' C5 10 I ':�:•:t:•'•:•.•.•.•.•.•.•.•.•. � 4;tit � i 11��((UjjJJ o� 7••,,'•:]•.I•:•:�:�:•:':•:•:- :•:��' p I I l O ! Ill ': 1.. ........ • I I 1 rib'•'•' ' C7. �.. 0 V p `L 1 1 1' .. iFF ` � ! �•'' pj 0 h o ap I I .-[ ::- --:i f , k _ ,�, rn 1 �'�� x� oa~x.;`;.:. ;. ;.��. 11 I /'�' X - - -- I p :kl: a•;•;•,•:a' h ti; .. X h `7 R i v '1 < X _ _ I SF I ( L :1 .'.'.].. { ... ... I t I--- o .... m.:; ��. ^� ao I _ -- - -� �s� SAND BAG INLET ,.... �..... q , cn \s.•:•:•r•.•.;.;. ,.�� _ __ ° ° -- s 1, � �P` X� x I � � '�'�'�'•'''']'k' ::4i•j: ......h � r ,�I 1p� , ,........�•,•.•r•:• ::: 1' - �x I� �., I PROTECTION TYP Q � ' , �:•:•:•:•:•:•:•::.1 .•:•:•:• I \ II • 1 / I�b�' I '^ •'1'•�'•'•','�b: �•., / ,\o ' po' I � I , XIIN I \ 1 ''tip•:•.• 1 � °�° i 0 x �_, � �� ti� .... ?a :•" ::I:•:•:•:•:•:` ' I : I W Z I ^ °\ rob ;�.� . t •'• �� , o o h r..... 1 LIJ \a� Imo`' a' \ �,�F :;• ` \ / X\ fib. 'L• �. 0� �L• 0 I [.... F......� \ ...tip' •. sJ 0 0h 0� h h� I I t. ;';•; L . , I Q I O`O �� // i a� \ r- tnem X Z z ti• 1 ° +> b ® it - X 1 :' :' :' :':1. 75 1 Ulf >0< I;.;. I :.... . :r........... ill X x 'tb"`?']''''': �' �RAtFyk MA HOLE .. - -..;ic..l.: : F F4R;•,�� 2.1 ' .- ;�;• ;•;•,•, ..::' / I I X f .. f' ' r.ltd��!N:)'" 841.12 I l t X 1 X x I I ° :r. /.. ff�� {W).'848.92 i k'.. . �,o x o XX�h° . XX' -.. .- ° . x _ - - - - - SAND BAG INLET p . • X h, .a - - _ _ _ o`'_ '-852- oh I I � F�.;.;.; ;;,i.•..�j of � D I X� PROTECTION (TY ) r I ' O �h0 I I - - - - „- - - - - - - - - - - - - - - - - - - - - - �' / ll %. lJI['' :' f';' i : I I I /I I I :'Y „- \ - - -- - - - - -- - - - - - _.--------- - - - - -- i.•.•.• \•.w I 1 � I I 18'• RCP � --- - - -�'' - - - - - -- \----------- - - - - -- :-:6 - :' .::;i {:;:;:;:; ?..y.�'I i r --- - - - --� --------- r--- - - - -I- -I -- - - - - - - - - - - - O$' 0� j hb ``.'<` 1\ - --- ---- -- - -_'�' ��° �h° �h° / :• f :-:- jj.... r ... r , 1 �_ X r'J I X p X t'.':I1':' :: :: :1:' :• ::;t -.: C e A ■ �o 2 h� X I LET OR = 850. 5 _ - - -- - -- - - -- e I•...... I 4 .4`5 I V(E) = 8 I V(NW) 8 8.45 :. :- ] - : -: -: . y ^:•:•�•: I , <. o`' _ �... 'sF:.:�s iii ' s w/�sF �+ I I I p • 1'-� / I �h0. X� ?< i ._ __ ■� .a `°' •' ' r� _��� �� ti� I I / / � l 1 00' I I O•. 1 W�p�. I W i ohs h° x W .'II { ° - - _ - { ' CO STRUCTION LIM TS _ __ - -- "- - - p�' ° , �� _ p� , ,' W. - - -------- - - - -x� w / II p1 xo I I ___-- - - - -�- - �o „��, -- ----- --- -- ---- _ X�p� X�p'\ I II r.9 II z I _____ - - -- -- -- -- - - - - -- � I II w }`--------- -- --- - -- - - -- _ _ - -- �. �p1 XQ Iw� -- 3,` -_ -- X0 X p'\� I `�' Q \\ / �p 0D p0' X1 - X- <0 n- \ i �� v can per. �p� X0 I w 00 1 1 X� X SUZANNE AND WALTER SCOTT CONNECTION OWN I w UNKN 00 r I CHARITABLE REMAINDER UNITRU$T z ' ! I I U /T /A MARCH 12, 1997x�b� U, Yo INSTRUMENT #98 -30868 �p �1 0 I m llz L r O X I b br0 x pia I o x� I N X0 I 3 4 1 5 O 7 51 www.civil-designs.com d ,., 3 5 14 15 PROPOSED EROSION CONTROL LEGEND: DESCRIPTION: D D GRAVEL CONST. ENTRANCE= M STRAW BALE INLET PROTECTION a o v o SAND BAG INLET PROTECTION -/-SF-/- SILT FENCE -: TEMPRORARY SEEDING EXISTING LEGEND: DESCRIPTION: -- EXISTING ASPHALT o�.6 boo�o EXISTING STONE a o v o EXISTING CONCRETE $ TEMPORARY BENCH MARK (S SECTION CORNER © REBAR FOUND 0) RAILROAD SPIKE FOUND -ohel- POWER POLE ET ELECTRIC TRANSFORMER EO ELECTRIC METER BOX - -- wtr - -- LIGHT POLE - -- gas- -- GROUND LIGHT DETAIL # /SH. # DETAIL 01/C4.2 DETAIL 03/C4.2 DETAIL 04/C4.2 DETAIL 02/C4.2 DESCRIPTION: -- TELEPHONE PEDESTAL T SIGN Q FIRE HYDRANT REVISION RECORD WATER METER (S SANITARY MANHOLE © GAS METER 0) GAS VALVE -ohel- OVERHEAD ELECTRIC LINE --- elec - -- UNDERGROUND ELECTRIC --- tele - -- UNDERGROUND TELEPHONE - -- wtr - -- WATER LINE - -- gas- -- GAS LINE EROSION CONTROL NOTES 1. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. 2. LAND ALTERATION WHICH STRIPS THE LAND OF VEGETATION, INCLUDING REGRADING, SHALL BE DONE IN A WAY THAT WILL MINIMIZE EROSION. 3. THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT SOIL SEDIMENT FROM LEAVING THE SITE. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED IF DEEMED NECESSARY BY ON -SITE INSPECTION. 4. SEDIMENT LADEN WATER SHALL BE DETAINED BY EROSION CONTROL PRACTICES AS NEEDED TO MINIMIZE SEDIMENTATION IN THE RECEIVING STREAM. NO STORM WATER SHALL BE DISCHARGED FROM THE SITE IN A MANNER THAT CAUSES EROSION AT THE POINT OF DISCHARGE. 5. WASTES AND UNUSED BUILDING MATERIALS SHALL NOT BE ALLOWED TO BE CARRIED FROM THE SITE BY STORMWATER RUNOFF. PROPER DISPOSAL OF ALL WASTES AND UNUSED BUILDING MATERIALS IS REQUIRED. 6. SEDIMENT BEING TRACED ONTO PUBLIC OR PRIVATE ROADWAYS SHALL BE MINIMIZED. CLEARING OF ACCUMULATED SEDIMENT SHALL NOT INCLUDE FLUSHING WITH WATER. CLEARED SEDIMENT SHALL BE RETURNED TO THE SITE FOR DISPOSAL. 7. SOIL WHICH HAS ACCUMULATED NEXT TO EROSION CONTROL DEVICES SHALL BE COLLECTED AND REDISTRIBUTED ON SITE AFTER EACH RAINFALL EVENT, AND AT LEAST ONCE A WEEK. 8. IF INSTALLATION OF STORM DRAINAGE SYSTEM SHOULD BE INTERRUPTED BY WEATHER OR NIGHTFALL, THE PIPE ENDS SHALL BE COVERED WITH FILTER FABRIC. 9. ALL EXISTING STRUCTURES, FENCING, TREES AND ETC., WITHIN CONSTRUCTION AREA SHALL BE REMOVED AND DISPOSED OF OFF SITE. BURNING IS NOT ALLOWED ON -SITE. 10. SCHEDULE OF EARTHWORK ACTIVITIES: a) THE DURATION OF TIME WHICH AN AREA REMAINS EXPOSED SHALL BE KEPT TO A PRACTICAL MINIMUM. THE AREA SHALL BE STABILIZED SOON AS POSSIBLE. TEMPORARY VEGETATION OR MULCHING SHALL BE USED TO PROTECT EXPOSED AREAS IF PERMANENT VEGETATION CANNOT BE SEEDED WITHIN 14 DAYS OR ACTIVITY CEASES FOR MORE THAN 21 DAYS OR AS DIRECTED BY THE ENGINEER. b) TOPSOIL REPLACEMENT SHALL TAKE PLACE FROM MARCH 1 TO OCTOBER 31. STOCKPILE TOPSOIL AT ALL OTHER TIME OF THE YEAR. PERMANENT AND FINAL VEGETATION AND STRUCTURAL EROSION CONTROL DEVICES SHALL BE INSTALLED WITHIN SEVEN (7) DAYS AFTER FINAL GRADING OR AS SOON AS POSSIBLE. 4 HOLEY MOLEY SAYS "DIG SAFELY" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IC8-1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. UTILITY STATEMENT: The underground utilities shown have been located from field survey information and existing drawings. The surveyor makes no guarantees that the underground utilities comprise all such utilities in the area either in- service or abandoned. The surveyor further does not warrant that the underground utilities shown are in the exact location indicated although the surveyor does certify that they are located as accurately as possible from information available. The surveyor has not physically located the underground utilities. 15 I Y Civil Designs 2415 Directors Row Ste.E Indianapolis, In 46241 317 - 244 -1968 FAX- 244 -1969 20 0 10 20 ( IN FEET ) 1 inch = 20 ft. (ASSUMED NORTH) LU W Q REVISION RECORD O V) M W Z 0 I- Q O ,1- _n< O Z oC ,,►►►IIIIII��I O N C N - PE10300058 STATE OF �o••• �HDIANP: ���`' i�,, ,S /ONAU� S , ,,,� �111111►►►� Rw,,a„ C H J - DATE: 3 118 L7,005 _ DWN BY: ,1 RD CHKD. BY: 'ACH SCALE: 1 = 20' DATE: 3/18/2005 Y Civil Designs 2415 Directors Row Ste.E Indianapolis, In 46241 317 - 244 -1968 FAX- 244 -1969 n LU W Q V) M W Z 0 I- Q j ,1- _n< O Z oC W ,'i1 ,... z O - � M U - J wQ2 z �_< 0 ;-Iuu V) 0 W PROJECT NUMBER 05 -110 DESIGN PHASE CONSTRUCTION PLAN NUMBER C4mO SHEET OF