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Home My WebLink About05050009.8------ ---- CULTIVATED FIELD E TC 92.81 \)I /1 ' ` Ctll_11VAfED FIE 0 . � � / % r �% / / � 893 .J •. 1 � � ; I - � _ `- • sr/ ` \ 1 y� i /// 894 // I \ - ..- Ig I 90.6 \ �� It TC =888.6' \ � � � � - --- \ \ .W. -886. -- ---- -- __._ ."`\. \� � `- �"'.�`;;� PC 9' 724 / // \�• _ -J /' �� ^- \•--- -`/,.� � �_ \ �....____ \,`'�� - ...._ - / /�� o E.)=885.95' C (S. �= 885.95' 897 --- - 1'fi 898.50 = 85.90 \ / \ --� , IE 1 I \ l /j�/F• + /` 9D 89-2 �4 P \ • as1 �ti �, ,/ s 514 \ - --_. '` � P+7 --- 896 '`'`• If - 1190 Z:: I i �' /�/ _ - - ` ?. ✓ 91.45 \ B 2. � \ 893 894 892.29 22 891. 9 891.52 840 \ REFER TO SE TION DETAIL PV -2 t t 1 ` '° - J_ .__ -• -- - / / 1.01 � . 5 �� I 74 ° ` f 891.91 / 890.95 ._._ - - .--•l" /�...'`,. -/ / / / i y X..• y \ c�, \ \ \ 1.05 9 / 891.03 J 1 890.53 ®TC= 888.92 / ! \ L JJ LZ_ I 14 I 890 04 IE 24' RCP (S.V4 . }= $85.82` --- - ✓/ /'- ' / , \ \ \ \ \ �°, 6 728 f \ L i iE 24P (N.E. }= 8$5.40 d Y s IE 24" RCP (S.W.)= 885.40' \ \ \\ \\ \`Yse\ \ IE 24" RC N.E.)= 5.42' x � � I / . � � CD IE 24" RCP (W.) 88 42' °O� a90 _ L7/ \ NO MAL PO �� \ \ a 2.35 \ EL \ \ 89.3 �` \ � 100 YEAR F 0 �� > �� \ \ CD X \ \ =884 1 \ \ \ \ \ �y \ \ \ 9j� \ 1. / �;. _I 891 . 5 \ , \ i -- �y °I P 891. � I 1.74 746 / ' ° Ip ?" / 193 lF Y -SWALE IE . $85.69 01.50% / Ba2 1� 5 IE 24" RCP (E. } - -88 .53' RCP W. = 88.53' CURB FIND GRADE AREA FROM PROPOSE OF C � 000' o I ON LIMITS WITH / AND EDGE OF TRAIL TO CONS 5 o A MAXIMUM OF A 5:1 PP ENSURING POSITIVE 2. ° DRAINAGE. REFE .�'9 -EROSION CONTROL PLAN FOR 8 tIED AREA ACTUAL DI / ( 2 I\ _ 742 `- --•_ ____• -__ -• __-- -_ � ys � 0000' � h 0. ` / 882 eo II , 3 A FIND GRADE AREA FROM PROPOSED TOP OF CURB I o 00% - t A= ea7:a AND EDGE OF TRAIL TO CONSTRUCTION LIMITS WITH t _ / PIPELINE LOCATION 0 283% A MAXIMUM OF A 5:1 SLOPE ENSURING POSITIVE / / _ - _ DRAINAGE. REFER TO EROSION CONTROL PLAN FOR / ' ( TOP OF PIPE ELEV. =878.88 / ACTUAL DISTURBED AREA I 88961 732 1 72 I+ s• PIPELINE LOCATION _ 1 = E 2 " Rc (E.)- $84.12 � ' .... , � �\ �� TOP OF PIPE ELEV.= �9�49 --- - - -- _ PC = 8 +97.87 ° IE 2 RCP (W.) 884.12' IE= 883.98 r! 5as, PIPELINE LOCATION \� �' "-- _.-� �� .75 , / TC 888.50 + 42 , TOP OF PIPE ELEV. =879.05 \,1 i PC = 9 +24.85 / 6 .59 ( % / 5 \ PT = 9 +36.00 886.6 6.31 .67 s 888.52 - \ '--FPEUK LOCAT ION GRASS /TRE - -- \ 889 -- -_ -_- - ' 889.02 M.79 TOP OF PIP EV. =880.11 .62 -- �) �\ '5 _ -2 LIN • B • NORTH 4 888.90 .10 1 +00 888.76 2 +00 887. ASPHALT \ .00 -- ELECTRI 6 .36 9 03 -1§8+8832 7 -� �� ' I HAND H E eea.ta / 6 1 STY. NSE. ( J ~\ L- _T 0 688.1 0 F.F.E. =891.14 1 () gin aea: g LINE B SO T j /1 +G /. \ `� sa 1188 7 / J I APPROX. LIMITS OF CULTIVATED FIELD _ J PI ELI E TION aa7.6a T PE =8 eas � / 888.10 888.10 / 11-1 --,_ CU --- 886 OR PIf3ELINE LOCATION TOP OF PIPE ELEV. =880. 0 G��' , GRADE SWALE 0 1.0Qi UNTiL POSITIVE DRAINAGE IS 0 G „ � ACHIEVED. MAY NE TO INCREASE SW LENGTH. r�p1°�� / / 883.00 CONTRACTOR LOWER AT THIS POINT. IF G LEVATION S IS \ G `G U(,P� \1 • HIGHER CO ACT ENGINEER IMMEDIA LY. _- -- //' `' G' r ?[TiT01� [TLiFT1�m`�� oil 111• �r:��l�[ �7��[� ELI- ' re84•stI t�U j I / 885.12 e 12i LF Y -SWALE 64100- 885.06 9 00010 - 85500 \ ° ° / I ° i \ FIND GRADE AREA OM PROPOSED TOP OF CURB / AND EDGE OF TRAIL taCONSTRUCTION LIMITS WITH I A MAXIMUM OF A 5:1 SLOPE ENSURING POSITIVE 10 DRAINAGE. REFER TO EROSIO CN, ONTROL PLAN FOR ° 1 ACTUAL DISTURBED AREA. -__ o COORDINATE WITH SHELL PRIO TO ANY CONSTRUCTION I I' OVER THE EXISTING PIPELINE. - -- -- - \ 100 O%am NOTE$ U.11 J`J;1Uy64 3311Uu 1 OIi:AU1LNGHVC U' SVG 301.Owy, ti12U200� t L[ 1. Utz I'M, �wiacmar, 1:1 1. ALL GRADES AT BOUNDARY SWILL MEET EXISTING GRADES. 2. ALL TOPSOIL SHALL BE PLACED IN MOUNDING AREAS AND NONSTRUCTURAL FILL AREAS. UPON COMPLETION OF MASS EARTHWORK, TOPSOIL SWILL BE SPREAD TO A DEPTH OF FOUR TO SD( BETWEEN 6 CURB AND CLEARING LIMITS, p ALL DISTURBED AREAS OUTSIDE OF ARM D PARIONG AREAS. 3. STRAW BALE DAMS, SEDIMENT PITS AND SILT FENCES SHALL BE UTILIZED TO CONTROL EROSION. SEE EROSION CONTROL PLAN FOR ADDITIONAL INFORMATION, 4. EXISTING UTILITY LOCATIONS ARE APPROXIMATE. CONTRACTOR TO FIELD VERIFY HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO MAJOR EARTHWORK, WITHIN THE PROPOSED CONSTRUCTION LIMITS. 5. GRADES SHOWN IN ROADWAY k PATHWAY AREAS ARE TOP OF PAVEMENT ELEVATIONS. 6. SEE PLAN AND PROFILE DRAWINGS FOR ADDITIONAL GRADES ON STREETS AND PATHS. 7. THE INTENT OF THESE PLANS IS TO USE ALL EXCESS FILL MATERIAL ONSITE. BORROW PiTS IN NONSTRUCTURAL FILL AREAS MAY BE UTILIZED TO OBTAIN SUITABLE FILL MATERIAL AND TO DISPOSE OF TOPSOIL 8. BUILDING PAD AREAS AND STREETS DESIGNATED FOR FILL SHALL BE CONSTRUCTED OF SUITABLE FILL MATERIAL AND COMPACTED PER SPECIFICATIONS. ALL FILL AREAS FOR BUILDING AREAS AND STREETS ARE TO BE STRIPPED OF TOPSOIL PRIOR TO PLACEMENT OF FILL 9. CONTRACTOR VE PRESERVE E)(15nNG TREES WHEREVER POSSIBLE OWNER AND OWNERS REPRfSENTATNE SHALL BE CONSULTED FOR CLEARING LIMITS. CLEARING LIMITS SHALL CONSIST OF ALL TREES WITHIN STREET AREAS. URLItY INSTALLATION LIMITS AND CUT FILL AREAS. 1O.CONTRACTOR SHALL MAINTAIN POSiiiVE DRAINAGE THROUGHOUT THE PROJECT. i t.TC IS THE TOP OF CURB ELEVATION FOR CURB INLETS. TC IS THE TOP OF CASTING OR WHERE WATER ENTERS THE GRATE ON ALL OTHER CASTINGS. 12.000RDINATE PIPELINE CROSSING WITH SHELL PRIOR TO PERFORMING ANY WORK IN PIPELINE EASEMENT. GRAM PLAN LEt3M PROPOSED PAVEMENT SPOT GRADE A® PROPOSED GROUND SPOT GRADE Z�fflIl MATCH EXISTING GRADE w® PROPOSED TOP OF CURB GRADE manholes, inlets, valves, and marks made upon the ground by others) AND ARE SPECULATIVE IN PROPOSED GUTTER GRADE NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO PROPOSED TOP OF CASTING ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE PROPOSED INVERT ELEVATION GROUND EVIDENCE WAS OBSERVED. THE EXACT PROPOSED 1 FL CONTOUR LOCATIONS OF SAID EXISTING UNDERGROUND PROPOSED INDEX CONTOUR UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR PROPOSED SWALE V SWA �o -- 000-- PROPOSED SWALE WiTH SSD (SUB- SURFACE DRAIN) PROPOSED DRAINAGE FLOW ARROW (DIRECTION) - - HIGH POINT H.P. LOW POINT LP. STORM STRUCTURE 733 SANITARY STRUCTURE 503 'HOLEY MOLEY ' SAYS CALL AT LEAST TWO FULL WORKING DAYS BEFORE YOU DIG IT'S THE LAW CAUTION LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (including, but not limited to, * manholes, inlets, valves, and marks made 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 1 -800- 382 -5544 GROUND EVIDENCE WAS OBSERVED. THE EXACT CALL TOLL FREE E LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR FOR CALLS OUTSIDE OF INDIANA PRIOR TO ANY AND ALL CONSTRUCTION. V) w � � w w z rw- w = N Z U, 0 U ° 0z OzwZ O �� Z Q O 6.1 0 OL 0 a- N N U j Z Z Z Q N Q U J _J J 00 O I N E 0 U O Q O Q i Q I U Q�X� 2 - Q Q) Q LL_ Cl W to 0 a N � r Q I p 00 l.1 z DO CN O M I CD cc L W N Ln Lr W W C� L Z�C > N r7 J = Cl- Zp � Z 4 Z �Q Q, = Q o -� o o z CD MW cc L0 � Q U Lco cc i L0 x ►� 0 � U � � M `> 0 CL vQ �� ,P�GISTF9'• � i••PE10504920 STATE OF • • �i��r7.n�s'•'yDiANP . ��Q� L Bunn► Drawn By. MAW Checked gy CMW Quality Assurance: DAL Soak:.. 0 Scole: t' = 50' Sheet C301 Date 06-20 -05 Project Number 990433 -20610