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HomeMy WebLinkAbout1994 Five Seasons Sports Civil PlansC 0 STRUCTOf� P� A N I S General Notes TYPICAL SANITARY SEWER SPECIFICATIONS WITHIN CLAY TOWNSHIP REGIONAL WASTE DISTRICT: 1. Standard specifications of the Cloy Waste District and Indiana Deportment of Highways shall apply for all work and materials Pipe shell to installed in accordance with Section 715. 2. Sanitary sewer pipe shall be PVC in accordance with ASTM D- 3034 -89 (S -D.R. 35) and ASTM 2321. PVC pipe shall have grooved bell and gasket The pip,- shall be made of PVC plastic having a cell classification of 124548. 3. PVC sewer fittings shall conform to the requirements of ASTM d- 3032 -89 specification. Fittings in sizes through 8" shall be molded in one piece with elostomeric pints and minimum socket depths as specified in sections 6.2 and 7.3.2. Fittings 10r and larger shall be molded or fabricated in accordance with section 7.11 with monufactu►ers standard pipe belts and gaskets. Wall thickness of fittings shall be SDR 26 as defined in section 7.4.1 of the specifications. Caskets for elostomeric joints shall to molded with a minimum cross - sectional area of 0.20 square inches and conform to ASTM F -477 specification. Fittings shot) be manufactured by Horco or equal 4. All sanitary manholes shall be "precast concrete manholes in accordance with ASTM C -478 and Section 720. 0 -Rings shall conform to C -443. Kent Seal or equivalent Shoff also be applied to all joints and between riser rings and castings. Manhole step spacing Shall be no more than 16- inches. 5. Butyl rubber coating shall be applied around each manhole joint from 6- inches above to 6- inches below each joint. The appropriate primer un shalt to applied prior to applying the rubber coating. Inside joints to be filled with precost plug material. we n plan r .! O bet occu 1 discrepancy D h ou d o in r' representative, S 6. The casting elevations are set by plan. However, the castings ore to be adjusted in the field by the Eng ee S grade and existing grade. New manhole ring and cover shall be installed to establish grade. Maximum height of adjusting rings shall be 12- inches. 7. If storm /sonitory pipe is to be under pavement or at its nearest point is within 5 ft. or less of pavement, sidewalks, curbs, gutters or sirrNlor structures, the entire trench shall be bockfilled with material to accordance with 211.01 of the 1988 Indiana Deportment of Highway Standard Specs S. The Contractor shall be responsible for verifying that all state highways, city and county permits hove been obtained by the developer prior to start of construction. 9. The Contractor shall be required to furnish the developer's Engineer with a set of prints. marked in red pencil• showing actual sewer location and invert, to include lateral location, depth and length. Such *as - built" prints must be received by the Engineer before the final contract payment con be authorized. The sanitary sewer laterals and stubs termination shell be indicated on the surface with a 10' 2x4 pointed orange set immediately above said termination point, with lateral depth written on 2x4 10. All sanitary sewer lines upon completion will be required to pass an infiltration weir test and a low pressure air test, unless otherwise directed by the Engineer Said test shall be conducted according to NCPI Standard Method, and shall be witnessed by on Engineer and o representative of the Cloy Waste District. 11. Deflection tests shalt be performed on all flexible* pipe otter the final bockfill has been in -place at least 30 days. No pipe shall exceed o vertical deflection of 5 percent deflection test results. (•The following ore considered non - ftexible pipes: concrete pipe. ductile iron pipe and cost iron pipe.) The deflection test short be performed with a nine -point mandrel. Proving rings shall be available. 12. All mandrel testing shall be observed by a Professional Engineer for certification and a representative of the Cloy waste District. 13. The ends of laterals are to be plugged tight with a braced plastic disc or cop capable of withstanding o low pressure air test without leakage. 14. Beddi for flexible pipe shall be No. 8 crushed stone from 6- inches below the pipe to 12- inches above the pipe. Bedding for rigid pipe shall De No. 8 crushed Stone from 6- inches below the pipe to the spring tine of the pipe and from this point to 12 inches above shall be fill sand or equivalent. Manholes shall be placed on no less hen 6- inches of No. 8 crushed stone bedding. 15. Water and sewer line crossings and seporotions shell be in accordance with Ten States' Standards. 16. Trench shall be opened sufficiently ahead of pipe laying to reveal obstructions. and shall be properly protected and /or barricaded when left unattended 17. No water shall be permitted to flow into the sanitary sewer system during construction. Contractor shall utilize o pump to keep the water level below the Dube• Pump discharge shall be directed to a storm outlet. Any pipe entering existing sewers shall be plugged, until such time as all tests on the sewers have been completed and the lines have passed oil punch lists. 18. All sewer laterals installed by the moinline Contractor shall be bedded the some as the main line sewer. 19. Forty -eight (48) hours notice shall be given to the Cloy Waste District prior to the start of sewer construction. Also, 48 -hours notice shall be given prior to any testing done on the sewer. 20. Manhole castings shall be stomped "SANITARY SEWEFE' (Neenah Costing R 1642 or equal) and be self - sealing type. waterproof castings shell be Neenah p 1916-Fl and stamped "Sanitary Sewer 21. The minimum slope for sewer acceptance by the Cloy Township Regional Waste District ore Size of pipe Minimum Constructed Slope 8 -inch 0.40 10 -inch 0.28% 12 -inch 0.22% 15 -inch 0 15% 18 -inch 0.12% 22. The Contractor shall provide measurements of the slope of the sewer for each manhole section as construction progresses Such meosuremenK shall be certified by o Registered Land Surveyor or Engineer and be available on -site for observation by the District's Inspector. No more than three manhole sec,66ns con be constructed in advance of such measurements. 23. In the event the Contractor does not meet the minimum slopes, the sewer section and any other affected sewer sections shall be reconstructed to meet such minimum Slof1es 24. No roof drains• footing drains and /or surface water droins may be connected to the sanitary sewer system, including temporary connections during construction. 25. Sewers crossing mains shell be laid to provide minimum distance of 113 inches between the outside of the water main and the outside of t►+e sew•► This shall be the co.e where the water main is either above of below the sewer. The crossing shall be arranged so that the sewer joints will be equidistant and as for as pos,�ble Iran the water main joints. Where a water main crosses under a sewer, adequate structural support shall be provided for the sewer prevent damage to the woler main. When it •s impossible to obtain proper horizontal and vertical separation as Stipulated above, the sewer shall be designed and constructed equal to water pipe and shall be pressured tested to assure watertightness prior to backfilling. 26. Water mains shall be of ductile iron Clogs 50 cement fined pipe. and or as specified by the presiding water company• unless otherwise noted in the plans A. Water lines shall be of ductile iron pipe. Class 50 cement lined pipe, unless otherwise noted in the plans. ith AWWA taper thread, and with copper compression type fitting on outlet, or •quell B. Stop shall be those manufactured by Ford or Mueller Corporation w C. Blow -off valves shall be those manufactured by Mueller Corporation (H -10283 or H- 10291)• or equal. mpression type fitting also, and are to be protected D. Angle valves at the end of voter service stub are to be copper co with plastic boy over the valve E 3/4" tops in lines smaller than 4 inches shall be only by topped tee or tapping coddle. Water service lines should be marked on curbe with blue point. (Sewer lateral location - red) 27. No traffic will be allowed on prepared lubgrode prior to paving. 28. All street conittryu,tion within the IineS of dedicated right -of -way vhnll he in accordance with the $P•cifirntiOnq of the Hnmiltnn Cnunty Highwny n•f►nrlmenl 29. Property line corners Of street intersections Ore rounded by on arc having o 25' radius. Property lines drown hereon are carried to the PI of the arc 30. A temporary seeding mixture in the areas where stripping of fills hove been graded shall be seeded for silt and erosion protection. After grading all construction areas are to be seeded as follows: A. Swale seeding - seed and fertilize within construction limits with 5# /ocre 'Redtop s gross. 20# /ocre 'Rye Gross , 20# /ocre Blue Gros , 251/ocre "Toll Fescue Gro -s. and 600# /ocre 12-12-12 fertilizer. B. Cut /Fill Seeding Along Paved Areas - seed and fertilize with 25# /ocre "Tall Fescue Gross ". 20# /ocre "Rye Gross. 15# /ocre "Blue Grass. and 600# /ocre 12-12-12 fertilizer. and /or outside grade. The finished floor elevation 31. The location of houses (depicted by rectangles) show the pod elevation is 1 Z" inches higher, more or less than the outside grode. 32. It shall be the responsibility of each contractor to verify an existing utilities It Shoji be the contractor and conditions pertaining to his phase of the work. responsibility to contact the owners or the various utilities before work is started. The contractor shall notify in writing the owners and /or engineers of any responsibility to contact the owners of the various utilities before work is started. The contractor shall notify in writing the owners and /or engineers of any chonges, errors, or omissions found on these plans or in the field before work is started or resumed. 33. All drainage pipe and ditch outfolls to receiving streams shall be constructed in occordonce with drawings, subject however, to any modification required by the County Drainage Board at the time installation is completed and to any adjustments needed for field conditions that could not be anticipated on the de-itign rfrawinqg 34. Contractor to record dimension of each water stub from nearest fire hydrant measured along the voter main. nges ore to be incorporated on the original construction drawings and recor 35. The above locations of laterals, along with any other construction cho d drawings submitted to the Cloy Township Regional Waste District Office as soon after completion of construction as possible. 36. Contractor shall verify subsurface conditions prior to bidding. 37. The engineer and /or owner disclaim any role in the construction means and methods associated with the project as set forth in these pions 9 L _•{;�:i2.�i. .;1,� ` ?� ►rid �z, =. or. } ��3 gj,,� M ; 4. i; ¢ .:_•} ; { {; a _ . low' to - ' } 9 ' t r y t 4r Rif Pegg A0 ft 1q to C��1. 1M.t•� 1 ►_ t .� � •,? � it � 1 • � t'• • ,.. ,. r `• `1 -- I I rt r Jr X ol %)... fl; I O I I rl 1 97 man Itf ` • - +� •- J. {- - ► F_ n r l , t In . n, 1.1170 Pi/�r , rr i I J\ ► \\ r. e. Pips X2',0 c /J., _F ► Poop 1 470I7'� i ( ' 1 ." •' U ,; �j �jl \ 930 ?�.i e/ 1 1050 ? ?? `` � t �.e� i� I n.t ., '� 4,., J ; ' B l+C/' ✓ S yip 1A. to X L ' { r s p } r �- l# _ = ` �r d- a- 3n ; • �: LOCATION k ,`> Z 41 a ,� w F - • L r-. t. a 5 MAP 1M l 4 t i SHEET INDEX Sheet # Sheet Title 1 Title Sheet Existing Conditions - -- - 2 -- 3 - - -- Site Development Plan Site Utilities Plan 4 5 Drainage Plan 6 - 7 96th Street Details g - 9 Wetland Mitigation L -1 & L -2 Landscape Plan 12 Dimension and Layout Plan 13 Erosion Control 14 Detail Sheet r Holey Moley says, „[SON' T [SIG BI IND Colt Monday through f:rkfoy -7 AM to 6 Put 1-800 1-800 382-5544 428-5200 Within Indiono Outside Indiana Prepared For: Five Seasons Sports Country Club P.0.13ox 75142 Cincinnati, Ohio 45/"-'75-5142 Prepared By: Weihe Engineers, Inc. 10505 N. College Avenue I ndianapolis, Indiana 46280 �s E t z ,P A l AN 11. Wf-. II If -, Pe(J. PT., Inrlirinrl gtg;'7 r.�t;T Mir) z r' •� �C ? . 1 ,TAT F 1 J W a xw A U w ICL z V , Ll- W W z zW W �N w� oz ! , I A t 1 1 V x ... Ztri to W*�m z 0!9 W ozc LJ 0 •> A 0) 1:3 U v N v v O w v Q 3 1 O1 4_J C OI UU ) L(7 V l +J C) O -E n V / C �U O� V C N �t- T L0 U/ r p� XX P. Q) W •- O a C- SHEET N0. i OF z a. A �.a O :D A W V W S V In O N w LIJ J F- NW Corner, SW /4 Sec. 12 —T17N —R3E I I 1 I \ I ~ Board Fen c ( +- 4 N of Line I L I PWTI rn 3 I � I � o \ Z � o I � t I I 0 1 Z N 0 N PWP1 NI of O Z / (n > o / 0 v M a. 1� I C V J r- / _J Ne = O w M / / I 0 .� I J 00 / U � I � I I 1 1 I � Q � 1 I Q) o I I I I I SW Corner, SW /4 Sec. 12 —T17N —R3E Harrison Monument Fn J. per M.C.S.R. �6.5' Apparent H, East (D) / S89'13'20 "E (M) - 300' East (D) S89- 13.20 "E (M) 28.5' N 1 Q1 Aerial Electric /Telephone Lines 1 N Q1 Power Pole PWPT = tn d � Guy Anchor �¢ = Fire Hydrant Q = Manhole CMP = Corrugated Metal Pipe RCP = 3 M.C.S.R. = w� �0 of ) Hamilton County Surveyor's Reference Z !n N N PKF = N o 0 0 Z11 0 w f`� East (D) / SR9'13'20 "F (M) - 300' LEGEND - Ate-- = - Aerial Electric /Telephone Lines 0 = Power Pole PWPT = Power Pole with Transformer = Guy Anchor �¢ = Fire Hydrant Q = Manhole CMP = Corrugated Metal Pipe RCP = Round Concrete Pipe M.C.S.R. = Marion County Surveyor's References H. C. S. R. = Hamilton County Surveyor's Reference IPF = 5/8" Rebar Found PKF = PK Nail Found 8 Boat pike Fnd. 1 I I to I 0 CL I 0 a fat pike Fn d. �3• Soot Spike Fnd. � I z I I N U I I � I Robert E. and Sandra A. Fuller a� I D.B. 330, Pg. 631 -632 —I I 0 w SE Corner, SW /4 I Sec. 12 —T17N —R3E I Railroad Spike Found per M.C.`. I PKF 2.0' SE of SW Cnr. RR Spike Set 36.5' S of SW C .� Q' NO 8827, • cc STATE4' •ate �51 �•ti01cN�.�C \' 1332 f� ,e File: 9472. in w w a w x� A Uw a z ^ a r n w V J z a W A W z z zo a °D N �0 W W am Wa � W O0 QD W z o� A .-) °zCo-) EIEJx w E: w z c� L -j w .a U m 1 0 N ct Y V N CY) aN N I ON CI) N ' O t` C) D U 4-j N O U Cn r� N O •O C O V — o -+-J E- ' ^ 0 c°.. 0 U V J 0 0 C H () Ln b O Cn r X 0 Q) m Z �, O U O U L a: z U) W e A SHEET NO. 2 OF 14 NW Corner, SW14 Sec. 12- TIIN -R3E rN • QQi %� ALLAN H. WEIHE, Reg. P.E., Indiana 8827 Proposed Right - of -Way is shown per preliminary plans provided by United Consulting Engineers, Inc. 196th Street Project, Fiscal Year 1992, Sheets 5 and 6, dated • \ �Rid ae Y4o� except for permanent landscape areas. "Holey Moley" says, -a "DON'T DIG BLIND" ca "Way VWo.,gh moor -7 AM tO a w 1 -800 1 -800 382 -5544 428 -5200 "in 6n60 atom. "o" Per Indiana State Low IS -69 -1991, it is against the Law to excavate without notifying the underground location service two (2) working dogs before commencing work. Boat pike Fnd. I T 3 I U oat $pike Fnd. at spike Fnd. SC,41-E: V =60' 0 30 60 120 OA = N89.13'20 "W 33.00' � 3' ehoulder (/1 a w a w x Z xw A zV2 ]z �w as N V) in (P z w z x CIO A aaaaEE V w Ed �o zc �C V) a o Q CO � V a � M C4 LU A co q 0Z r' 0 co CO 0 0 co r_ C0 to Z ~� ul o z v :3 v� x w - w z c7 z w .- a U N in (P z (P x a aaaaEE V w Ed _ V a � M V, 0 r_ V N N 'nn Li) vl � ® 0 Vl � U ® N Vl LIl Q N n� i-- A O w a a � a w W Q W i--- SHEET NO. File: 940072P.dwg I OF 1 3 NUJ Corner, SU1 14 Sec. 12 - T IIN - R3E r H N �t IPS Board F (+/- 4b' E or Line) .0 \ /- Fence. Pos� �d /�490 o f 446 t 2 4(l .28 7 96 0TPIZ 3 "Round Stee N68 4� 2i rn Fence I to 3 e CV O O z M O d z P13 b LL n .*TPI4 tennis F e Corner Poet I• 13' N and /- 13'Eof I new r v FM /n.�/ \ 4 8 8? 3' Ro Fence Poe 1? / Pl, ,e 4lygrc9nt V 812 \ /C STORM INLET T.G. 813.9 9 dens Inv. 806.40 •� a Ut T.C. 813 8 P 9 Inv. 806.18 A �1, gar ns s po 9� ft�" Til MOEN` A 826 In 8II \ \ N 9 Fen T.G. X 0 Inv. jo Q 828 k 4 ��' INV. 813 • Inv. v �e tee, �c Wa ter �•a Pea ture � dge l Is, Inv. 810 s� -o INV. 809.1 811 Id t IIIr� stee- 6t e; water ' 7� 'i retentio �Nomal elev.NNN I .809.1 4 15' RCP �S) 'o; 90 O C IPS 90 '63 Famt. 16' iM 1.8' s Tt 30' Tem orary Sani y Sewer I Instaliatl n Easem per Easem t Book 3, g. 585 -586 I 8m' .v„.7 ,avi-Y ,W77 , "DON'T DIG BLIND" " Ya,My "wougn rreor -7 AM to e PM 1-800 1 -800 382 -5544 428 -5200 ""In i K" oubW. rK•ana Per Indiono Stote Low IS -69 -1991. It is ogoinst the Low to excovote without notifying the underground locotion service two (2) working doys before commencing work. ' Boat pike Fn O I I T I I 3 I � I O 1: � � u 4 0i q U� O CIO U-) I � N o � t � 0 � I =� 0 0) Q Z o� 0 Boat �plke Fn at Spike t/1 ' a rw a w x z xw zA w as V� y vn a w z z a II II II A w x c LH � C\2 o co a � 0A A Hco to IX I za°.� .94 M V) a W W z c7 z W _a U CV r m M O (m a ' A U A F, X X X E H C -4�i�.C.cC � � T fo 4 q Q1 d a 4 � � gos oa��,b�CL � 01 >4oa b O ocbb a� o d `q4a O b ~ M a1iL C/) %X IX , V N r � S Fnd. ® O I 1 \ -41- // • m 50x 1 I W Inv.813. b � dump -0 �ter t0 � � � 0 LL 1 w loc Lion 816 T. .813 0 -0 Sta.3,1•m0 I C() 'O INLET In . 80934 I •/- E� I , tennis c °� I7D l Dft111) Q 815ID T IN T W - r l� F Ilne 1 INV. 811 IN �8 ba 1 12- ��'� �, a c•, to i 3 w tar '6•4sx id k. U �7 J rn deteintion ,�, Yard V. 81 .5 ' ° 8MmV9.l t N �� Siamese �� R grad E ISt1n Flll �Q c str ti O r nt -u I �t i- d a r a ter l a nd S ed Z TPIb Q N se A q _ O M z sre e� Ste. 36.00 Mo _! . O orw t Inv. 4 0,� ,-� SCALE: 1 =60 w Dr 6 box mew 14 8°9 0 I .' A o T p of Bank Inle h b :$04'18 1g' OP Z _ I 14!' G �a solid L > In bg P 812 w J I W LL I$• RCP IN � gZ9. `n Co Q LO INV. 80 1J'R�b • 0 Ste. 35.00 ¢p�� N W o • I 60' 10' Drainage Eamt. � - 150 18 12, G P P 10' Dra lmaP a 0' 5 . 808.68 o 0 30 60 120 Ga. tL Inv. 811 9 t I0 IS G ILI Sec. 12-T]IN-R3E I Harrison Monument Fn# I/ y i _ • i y /•— / �I i �/ i �I �/ �� i i i 11 P-P.-ddmmmm6�-- 16-90 Apparent Hair R1 - _ _ ��. _. Wo Milli 01,11h L SW/4 Sec. Power pole to ssum 2665.90 F'S �St •00 - -pia. 3 2•00 L _ REG�UIRED be relocated 9ta. 28.00 Sta. 29.00 5ta. 30.00 Approximate Lo or o Exi•tl 30' pt a Entrance to hmark art is Exletin 16 INDPLS SHEET N0. 1► wt _I j,�, w=p P.G. Sta. 3Z •8� x �F ``• r'Y`C Existing Ib INDPLS T.C. 8pb E be ext to Inlet. g W SE Corner, SUJ /4 STE` WATER GO. WATER LINE INV. 803 Extend ue►�g Z0 of WATER W. WATER LINE _ ••. l 10' IZ' RCP 30' R.C.P. Pour cor+crete A �` . 2IDI• collar to make connection All construction Raiillroadl S ike Found per M.C.S.R. � P 812 areas are Exist. INV. 198.45 Spike • = NO, i * EXIST. INV. 802.02 EXIST. STORM M.N. SjC PKF 2.0' SE of SlU Cnr, Proposed Right -of -Way is shown per preliminary plans provided by T.C. 80834 to be temporarily seeded RR Spike Set 36,5' S of SW Cnr, 8827, !cc ` United Consulting Engineers, Inc. 196th Street Project, Fiscal Year INV. WI/06 except for permanent ALLAN H. WEIHE, Reg. P.E., Indiana 8827 STATE OF ;, 1992, Sheets 5 and 6, dated 9/23/91,) landscape areas. .y NA1 t File: 940072U.dwg OF NU1 Corner, 6111/4 Sec. 12 - T iIN - R3E . I ...820 t'tl r :jz iN J N CO tD N N O oZl d Qjt I 0 V I Board For (*/- 41W E of Line) _O to m � -nom-n CL VI J 0 Z O J � J Q U 00 0) U 0 U I 2 3 io N O 0 z Z 0 z 8 ?0 ;' "Holey Moley" says, bvth, _ "DON'T DIG BLIND" C0 MaMay „rough rrWay -7 AM to ! PM 1 -800 1 -800 ✓. / a Jco Fencs.Po\s Or4j�90 �t• `46 d( 1/ Q 382 -SS44 428 - 5200 S - _ out" _ Per I nd w no S toe Low IS -69 -1 991. It is ogoinst the Low to excovote without /964 ,`� $? - - � 6 ` notifying the underground Iocotion service } At6 4 - �__ two (2) working dogs t>efore commencing 1 work. • 811fd Fence W 822 82.4 LL 828 L v F \ 31 R xAd steel �• _ - `� \ _ / \ Fence Poet CO 8166 r CO ►� - 816.5 - • - • -. � ',-_ - �. _` ` ``� Boat Pik Fn. Pike = • m silo + / ,p' m X41 \ _- �._ •_ � � O �- - -- � 1520.. } 7 a� ± Slbb N U d�j lid - 816.4 � - '`• � Id- Illy- - °� /nom r, . _ 816 � � _ -..1 •, � � �\ `\ 4)i 5 -,� `_ - - _ - -\ � .�'`-- ,•�� 1 ; I 16ID Q LL 3- steer 8140 /' ` i, \•, � Fend. t ` - -- �`� - _- _ _ - _ � 7� : �`• i 3 Ni, INV. 813.0 r- + 0 I 15 0 etc` • m 0 - _ -- �-\ 0 ALI xr816 0 8 ; n►C 8 /gs /./ - CO l�} 816.4 815.5 4 / { - • 814 \ v? rr0 4 etepe TP14 - I6 814.0 816 a '��. rr `'S tQ `'� • 1 O V 8 • 6 \ 14,0 XO 1 • 19Id A ti - $.. , ; I 4 /� terini•J 814.0 •� V,� - 81 Lr) STORM iNLET 7 �� �,p lt7 } T.G. 813 9 V. } In 810 818.0 - ardens Inv. 806.40 Ufa ter /; rs - F g 813.9 •� + , � �l `-- '/ � O ttl Corner Poet Is \ �m� - _-� ` Q� to ;�' �b� '17 •/- I N and \ ` _ - Z to 3 �' �! Zeb0 T G. 8138 GQ }, - •/- 13' E of 196 814 9 Inv. 806.18 - - - ert Apt �1 , sTORf1 INLET `\ ��� - \ _�_, / r ttl INV. / '' cal �� y T.G. 82,.0 i _ y` �_ � -_ Deck elev. 13B + t� ,� Inv. St30 TG 81, �' � t \ - -�.1 ��� �`� � j %. ! ' I 14 8140 814 ,\ �2fo. Bridge �� 814.5 � gar ne solid tI �o ! i a �, m 8156 N �� \ - } i 6 �d _ `�` �; 8143 s } 814 Lower Level 514.0 , } Water 86.5 • m �� IPS U pp er Level � = I O new 81433 826.� 8 ?1 - 1 \ retention , • '• , j Normal elev. 809 � f;. � rdJ I 16 0 1 0 pool )00 elev. 811.16 f i90 Fa 3 yr 'fit, (tit j 1 T Oct elev. 800 814 8 0 ice' la' P re 1 14.0 14 T.G. 813:1 \ J + ® t4 Inv. 809 'r 3.90X • ' 1 1 , Hormel pool �� i _ iS' lee 809.0 S Boat e NO pike Fn d. Inv. 8I 81433 140 20 - r �• 30' Temporary SanlO y Sewer e t Ike Fnd. 1 13.5 01 ' ` .` 811 �` _ 81408 ' ' 5 lnstailatl.bn Easemel'1 per I ' q� Easemert Book 3,, 0. 585 -58ro 4 14.® ` I 809.1 813 4 ' 15' RCP ' W ebo 8140 • m •, rn 1 813. / ` 00 4 I Inv. 8056 5 14.© ++ dumpdtar �� 1 T. 813 0 ' Sta. 3'1.00 � 814.E • iota t ion \ 81�o In . 80934 L Z LL 1 / - ('.tK pets l l) Q T IN" 1 - / W q I 91 E� I 1 - _ teilrli>3 - r � oN I T , �� T I INLET A18.m , IN . 8098' � �, � f 6► LLB � F Ilne ` ` \. Op 813 INV. 811Id 1 125 . `' _ _N In 1 )WV. 805.41 18, �' 80 25 • ' U 3 6.45 ter � : 15 w� 813 + m R g r a G ° E S t 11 5 V. • g stru 04 '� % 814 } _ I el ��o 1 i ,- ry 1�1a ter 1 a l d Steed d ' CD ,- 1 \'� O p 100 yr elev.\I�C981 J" W �' 13.0 O 4 813 � ID d Sta. 36.0 I p O J SCALE: =(00 e°� 1 O z t-;e peal n ,5' � J o p x I 41 - co O T p of Bank I SOIId L % • 5 bg' 6 ' W I to Z Z INV. 80 0 141' tg• RCp •mW T T } $ 4i 150' • 052% - 0 18' RCP Ste. 35+00 X01 o i0' Dra t a E 4py_ • mpg' 0 30 60 120 Sta. 23.00 8827, STATE OF ALLAN H. WEIHE, Reg. P.E., Indiana 8827 Ste. 24.00 Ste: 26�0o eta. 21+00 Sta. 3t+00 eta. 32+00 Ste. ?5+00. BORE Power pole to S89 13 20 E (Assum d B>'aring) 2665.90 - _ i "- sta. 30+00 � � Approximate Location of _ 5te•-33•F�0 " f REQUIRED be relocated Ste. ?8.00 sta. ?9+00 T Exleting 30' pipe _ Entrance to Benchmark Apartmeri "te P.C. St.. 3 2+81 % to be extended to Inlet. T.G. 806.0 INV. 80314 Extend ueing 20' of 20' 12' RCP 30' R.C.P. Pour concrete (� • ?��, collar to make cor"ctlon $12 QJ' EXIST. INV. 802.0? EXIST. STORM M.N. $i(� Proposed Right -of -Way is shown per preliminary plans provided by T.G. 80834 _ -- NV. 801.66 United Consulting Engineers, Inc. 196th Street Project, Fiscal Year 1992, Sheets 5 and (o, dated 9/23/91.) I 60 n ge eml. P i • V _ 1 I ?3 10' Drainage e + 80868 , ' 80, �g `� + % gam. 10 IS CMP Inv, 801.00 O O 0 z xw A z E, �w 10' 12' P da Sul Inv. 811 } \ Proposed Right -of -Wa Street 15' R�G.P. with 81oo meta end - section INV. So ----� -=� ` INV. 8a8� } _° 48'RCP !' S9' .,� ® ® /6O1 / ' % �• aw 4 P' e02-0 6' 80114 `` z z I i 4 SI,U Corner, /4 65' Apparent N f Right- of -ulay Inv. 816.9. 819(4 80$ 12 � �� EXIST. INVy,Ia03�2 ,- 1� 3' sl- 1ouLDER Inv. b i 3' °aOULD �- = �' W 3 _ w U N 1st. INV. "W - i7N- 3E Sec. 12 T R ,, $ dCID ,` 166' Brent Half RN�ht -of tale - • �p y - CV W d Ate-- N89'13'20 33.00' Harrison Monument Fn 3' shoulder A - �- sill - -ICI -- -1111. ' W kn H � to 3' shoulder per M.C.S.R. 1300.95' z °D N89'13'20 "W (M) 1 0' 89• " est LLI ste. 34.00 Edge of A" It ton,,- •~ to Ed a�. of Asphalt �? -Line 'A', 96t t et o act• 4 96th treet N8- 9'13'20 W (M) »5.o So h Lie SW /.4 Sec. 12 -T 3E Edge or Asphalt EI Sta. 23.00 8827, STATE OF ALLAN H. WEIHE, Reg. P.E., Indiana 8827 Ste. 24.00 Ste: 26�0o eta. 21+00 Sta. 3t+00 eta. 32+00 Ste. ?5+00. BORE Power pole to S89 13 20 E (Assum d B>'aring) 2665.90 - _ i "- sta. 30+00 � � Approximate Location of _ 5te•-33•F�0 " f REQUIRED be relocated Ste. ?8.00 sta. ?9+00 T Exleting 30' pipe _ Entrance to Benchmark Apartmeri "te P.C. St.. 3 2+81 % to be extended to Inlet. T.G. 806.0 INV. 80314 Extend ueing 20' of 20' 12' RCP 30' R.C.P. Pour concrete (� • ?��, collar to make cor"ctlon $12 QJ' EXIST. INV. 802.0? EXIST. STORM M.N. $i(� Proposed Right -of -Way is shown per preliminary plans provided by T.G. 80834 _ -- NV. 801.66 United Consulting Engineers, Inc. 196th Street Project, Fiscal Year 1992, Sheets 5 and (o, dated 9/23/91.) (P �m A � a x a O A U A F, xxXuux a a E E E E a � d a t9 o�agp� q logo c�lL 01a111 > I? � V qW Vi .-7 W 4 V W x E- ` z xw A z E, �w da w z z I s 4 A U w U z00 �W V) o dCID � CV W d 4 LU z A V A sill - -ICI -- -1111. p O W kn H � to 14 z z °D LLI Q ton,,- •~ to EI x w w z z F4 U (P �m A � a x a O A U A F, xxXuux a a E E E E a � d a t9 o�agp� q logo c�lL 01a111 > I? � V qW -011 1 1 x W SE Corner, SUJ /4 SHEET N0. Exlet.INV.198.45 Sec. 12- TIIN -R3E All construction areas are Railroad Spike Found per M.C.S.R. to be temporarily seeded FKF 2.0' SE of SLU Cnr. except for permanent IRR Spike Set 36.5' S of SW Cnr. landscape areas. File: 940072W.dwg OF V -4-) N i s U � U L(1 CV O is+ A a LU z a w 04 4 LL 0 C � W kn 14 z Q Q -011 1 1 x W SE Corner, SUJ /4 SHEET N0. Exlet.INV.198.45 Sec. 12- TIIN -R3E All construction areas are Railroad Spike Found per M.C.S.R. to be temporarily seeded FKF 2.0' SE of SLU Cnr. except for permanent IRR Spike Set 36.5' S of SW Cnr. landscape areas. File: 940072W.dwg OF 6G.ALE: I " =30' Apparent He 1 Proposed Right -of -Way is shown per preiiminary p►drit ;I United Gansu It in g Engineers, Inc. ( e& th Street Project, Fiscal Yea r lee2, Sheets 5 and &, dated e /23/eU I MESH (o' x (o' x 10Qauge x 10eauee Concrete Pad in Front or dumpster [)UMf=5TEf;R Al:;) P NOT TO SCALE � ��' NO. • ALLAN H. WEIHE -REG P. E. -IN #8827 g827 , j_a: STATE OF .jam off__.. 404 1 18" RC T.C. a0 (o.0 INV. a03.4 20' 12' RCP e 0.5 io Existing 30" Ci"iP Invert Elev. 803.22 (0' Sp, box Inlet with Solid Lid INv. &03.2(o 48 it .,, WATER CO. W,4TER LINE t\ l n T;= - T.G. a0(o .0 INV. aO3.4 20' 12' RCP ae 0.5 1?/0 3' WIDE SURFACE MILL OF e &TH STREET ALONG THE NEW PROPOSED PAvE1" 1ENT5 Extend existing 30" pipe with 20' of 30' R.C.P. Pour Concrete collar to make Connection STORM DETAIL NOT TO SCALE vi J W a w x w xw A Z �w z d CL �D W_ fli z Q) w z� W CO >CQ dCD d' Wd II II II t7 7 0z, oo�c zz z Z co 9T 1 W z z a 0 z R a 0 Cn A z 61 ElU) w z -- o z 71 w ..a U _ E TOR" l INLET z tINV. 1.0 55' hcrt o 6� o INV. 801. 198 48" � � [aol,o+ �aa � Exis Inv, 3.22 74 E d C4 ca w Aspha It 13 2 W M n o 3� e�th Street N89 °13'20 "W (M) 175.0 W o 5ta.21 +00 S89*1 3 20 E (Assum d 2665.90 P wer pole to �- �b relocated 5ta.2a +00 5ta.29 +00 a o 0� T.C. a0 (o .0 Existing 30" pipe INv, a03.4 to be extended to inlet. 20' 12" RCP Extend usin 20' of e 0.5%, 30 11 R.0 P . our concrete Exist. Storm M.H. collar to make connection E HORIZONTAL SCALE T.C. a0a.34 Exist. Inv. Elev a02.02 f " =50' .) Inv, a01. (O& CD N of ! 3 10, Drainage ° a ° Esmt. �_ �I 1 w o 14 �I� � I 815 ® 815 -1 (P -+� 0 o r Prop.. grade Z V) °° ®o 0 O oe OU QL� . .81 810 . CExist. grade U d D 15 RCP . . . . . . . . . . . . . . . . . . . . .805 _l 805 . a- NV. 803.96 Z o 0 ....... ........ w . .... .... .......... .... ........ m A } � W W 0 a 18" RCP a LL 0- _ _t W } 800 .800 w 0 ......... ... 0 +00 0 +50 1+00 1 +50 2 +00 2 +50 SHEET N0. f ENTf;;;�ANCE I Cross — section B —B File:e400712D.dwe of 14 oho 9 RAV Wetiand Mitigation__ Area =814 A qua r use STOR c. Meterqs One ry T.C. 815.00 , U11 Inv. 804.-18 as Meter g IG Inv. \i/ / > � 815.0 a (o • 812.0° Q? R L IS / CF= 32 +00 cf� 50% 0. 55' 1�0 Q) / 10 ' Dra inage em STORM INLET T.C. 808.& S / Inv. So5. (o8 dae of sp a It N89 °13'20 "W (M) 175.0 ' constr ction entr �o COO ro@ � 6.mm_ / Sm, ry} r a EX i e n Fi I I aterla ti� 35+00- 15' e 4.�D Oge 75' 1 11 11 o<Op i W o m V1 V /1 I C Q W a r w x E- oz L -- N Sta. 31 +00 �d a Esmt. zCa 1W as a A W N W L W 0 15 30 60 r— w z a � U U A A � of � _n N � r W 0 Q CV4 A S__ w I_ a W �, II 0,4 n lJ_ Exist. grade / Q) . . . . . z w Q I 1 . . .. I I / / Pro grade P 9 ....... .... ............... . sta. 3(o {mm 0 I _l I � 810 . ... .. ... .... ...... Lij J cn ............... Ln Sta. 35 +00 �0 1 0 , �INLET ,� ° o I 808. (08 50-1.0 4' idewa Ik �tel 10' 18" C1 ip o .805.90 -k- J/ Inv. 801.00 I cry 80� . I 80 l� Fa_o'? . 0 ° 801.0 ° ;`"`� ° UA . = N8 '20 "W�33 /End of curb 1 (o,5' ,apparent Ha If Ri ht -of -Way ® Water Sta, 34 +00 Edge of Aspha It Ivy — — Power po e o — --- — — — — South L. I �e, &W14 5ec:. 1 3E be relocat d Edge of Aspha It o�•R5 Sta . +00 eta, 32 +00 Sta. 30 +00 Approximate Lo of All construction areas are Entrance to e Apart is Sta, 32 +87 to be temporarily seeded Existing 16" INDFLS exce t for ermanent WATER CO. WATER LINE A p p landscape areas. i � • 30' EROSION CONTROL STRUCTURE DETAIL SCALE I' = 30' NOTE: 3' WIDE SURFACE MILL OF 9ioTH STREET ALONG THE NEW PROPOSED PAVEMENTS SCALE: I "= 30' sit 0 1 c_5 3 0 60 To Existii _--- 30'CMP 4.0/ V 5.0 R S 4.0 C 3.0 T A 5 2.0 C L 1.0 A 0.0 L CfRO55-eECTION OF EROSION GONTizOL &TfRUGTUF-.,,.E DETAIL NOT TO SGALE NOTE: THE EROSION CONTROL STRUCTURE, FOR SEDIMENT CONTROL, IS TO BE REMOVED 151' THE CONTRACTOR AS SOON AS THE DRAINACsE AREA HAS STABILIZED OR AT THE DIRECTION OF THE COUNTY ENGINEER. HORIZONTAL SCALE 1 " =50' Fill" Ull Mai i in d) �X w Mill W o N r V1 V Drainage I C Q W a w x E- oz L -- N xA �d a Esmt. zCa 1W as a A W A A W 0 15 30 60 � i- w z a � U U A A � of � e d N � r W 0 Q CV4 A eGALE: I"=30' W o N r o I V Drainage I C Q �. oz L -- N _9 0zCo �d a Esmt. x U a A W A A W 0 15 30 60 � i- z Exit Inv 798.80 - N 89 °13 20 "W 33.00' z wj 0 A W �- 3' shoulder � Exist Inv 198.45 — U N r o I V Drainage °aIt zdw oz L -- N _9 0zCo M (P� A Esmt. x U a A W � X w W Q)� � i- z - N 89 °13 20 "W 33.00' z wj 0 A W �- 3' shoulder � Exist Inv 198.45 — U N r o I V Drainage � m L -- N M (P� A Esmt. x U a A 815 � X w � �-- Q)� � i- I � U U A � of � e d N � r J � 0 Q CV4 A X w I_ a W �, II 0,4 n lJ_ Exist. grade / . . . N og t ...... ............... g a 0 . . . . . . . . . - o i rn 0 4 0 MAIN ENTF,,ANCE Cross— section A —A N,t 4 71 � � •• TE y N0. r • -cc — s STATE OF 'ti • ' c r• is r- •.�. » «••• ALLAN H. WE-REG P. E. -IN J8827 4•.,, 0NAk �- ►trnr� S) V) o I V Drainage L -- N I Esmt. 815 815 w � �-- Q)� � i- I � U U � 0 J of � z N � r J � 0 Q CV4 A � w I_ a W �, II 0,4 n lJ_ Exist. grade / . . . . . . . . w Q I 1 . . .. I I / / Pro grade P 9 ....... .... ............... . .......:810 810 . ... .. ... .... ...... I ............... ............... . . r i .. ... .. ... ..... ............... ............ ........ ....... 12" RCP ..... ......... ........... ........ .. :805 805 Inv. 805.68 I I f . .. ........ . .... 800 800 0 +00 0+50 1 +00 1 +50 2 +00 2 +50 MAIN ENTF,,ANCE Cross— section A —A N,t 4 71 � � •• TE y N0. r • -cc — s STATE OF 'ti • ' c r• is r- •.�. » «••• ALLAN H. WE-REG P. E. -IN J8827 4•.,, 0NAk �- ►trnr� S) V N w � �-- o C � i- � U U � 0 J � z N � r J � 0 Q CV4 A � w W �, II 0,4 n lJ_ O J w } w Q SHEET N0. File:e40012D.dwg 1OF 14 N I i i 1 t!r • • • • • • • • • • • • • • • • • • • • • • • • • • ............ • ............ .. • • • • • r • • • • • • • • • . . . . .. . . • OF • • • • • • • • • • • • • • • • • • • • • • . . • • . •. , P 1W nommen- N 0 +50 'v r •r wn - -• rr UtUV 7 W to O r O O O O N LJ �I i I- ru I • I Lon grading • 814 812 810 808 806 804 802 800 — EXISTING GRADE PROPOSED GRADE 814 -- 812 810 808 806 — 804 — - 802 - -_ -- - -- _._ _ 800 I If I I 1 I %1.001 1 . .41 . 14 - - - — - • • — • - A section horizontal scale: 1" = 20' vertical scale: 1" = 5' A 1 1 I• . _ r OWN wl • �: % • , `i u 'rot I„ T'ot 111 - • •r•r 1 ` • r • rte ' � � In. �` .. .. .w.•• ... +► . s lift, �. �•.� 1 • • =` = -� planting detail location ma not to scale • �� ♦ V lant list KEY QTY SCIENTIFIC NAME COMMON NAME ROOTSTOCK REMARKS N 85 NYMPHAEA TUBEROSA White Water Lily dormant rhizome plant 2' o.c. plant 2' o.c. P 160 PONTEDERIA CORDATA Pickeral Plant tuber p �• S 260 SAGITTARIA LATIFOLIA Common Arrowhead bare root plant 3 o.c. •• miscellaneous materials 1. Fabric: GEOCOIR/DEKOWE 400 as distributed by Nutec Supply 1- 800 - 969 -6883, (or approved equal). •.� Install in 12' widths over herbaceous aquatic plantings as per specifications and planting detail. W* Secure fabric using 18" long wooden dead stout stakes (2x4 cut at an angle), or metal staples • .. at least 6" long. Space fasteners approximately 3' on center. • notes: Xb• 0 ' 811 0 1. Refer to engineering documents for benchmark information. • 2. Existing topography to be verified b contractor prior to beginning work. Contractor is to report an • 9 Y P 9 9 P Y • discrepancies greater than 0.2' to Earth Source, Inc., prior to beginning work. .. 3. Placement of excavated soil to be at the direction of owner and to occur only on contained upland site. • 4. These documents must be included as part of the coverall site construction documents, and utilized solely for • construction of the wetland mitigation areas. These documents and accurate construction of the. wetland ---- — — mitigation areas are required for acceptance by the Army Corps of Engineers. No reduction, modification, or �13r20 "W (M I transfer of these documents shall occur without approval from Earth Source, Inc. restoration plan c� CD CD P p N L C 0 0 C a) . - 1 are ; ( 1 1 1 I1 1 'y\V T ►'I 4TION OF � LAND MITIGATION 1 r 1 t 1 owe � t - 1 1 1 rte• ►.•.►.•� .•.N ••A..r.r1N •. A.M or r development plan prepared by: Weihe Engineers, Inc, 10505 North College Avenue JV Indianapolis, IN 46280 0 landscape Ian prepared by. (� P P P David C. Klauba & Associates 3525 East 75th Place ' Indianapolis, IN 46240 ``\`,������;t�iiiii�rl����� to i N I i i 1 t!r • • • • • • • • • • • • • • • • • • • • • • • • • • ............ • ............ .. • • • • • r • • • • • • • • • . . . . .. . . • OF • • • • • • • • • • • • • • • • • • • • • • . . • • . •. , P 1W nommen- N 0 +50 'v r •r wn - -• rr UtUV 7 W to O r O O O O N LJ �I i I- ru I • I Lon grading • 814 812 810 808 806 804 802 800 — EXISTING GRADE PROPOSED GRADE 814 -- 812 810 808 806 — 804 — - 802 - -_ -- - -- _._ _ 800 I If I I 1 I %1.001 1 . .41 . 14 - - - — - • • — • - A section horizontal scale: 1" = 20' vertical scale: 1" = 5' A 1 1 I• . _ r OWN wl • �: % • , `i u 'rot I„ T'ot 111 - • •r•r 1 ` • r • rte ' � � In. �` .. .. .w.•• ... +► . s lift, �. �•.� 1 • • =` = -� planting detail location ma not to scale • �� ♦ V lant list KEY QTY SCIENTIFIC NAME COMMON NAME ROOTSTOCK REMARKS N 85 NYMPHAEA TUBEROSA White Water Lily dormant rhizome plant 2' o.c. plant 2' o.c. P 160 PONTEDERIA CORDATA Pickeral Plant tuber p �• S 260 SAGITTARIA LATIFOLIA Common Arrowhead bare root plant 3 o.c. •• miscellaneous materials 1. Fabric: GEOCOIR/DEKOWE 400 as distributed by Nutec Supply 1- 800 - 969 -6883, (or approved equal). •.� Install in 12' widths over herbaceous aquatic plantings as per specifications and planting detail. W* Secure fabric using 18" long wooden dead stout stakes (2x4 cut at an angle), or metal staples • .. at least 6" long. Space fasteners approximately 3' on center. • notes: Xb• 0 ' 811 0 1. Refer to engineering documents for benchmark information. • 2. Existing topography to be verified b contractor prior to beginning work. Contractor is to report an • 9 Y P 9 9 P Y • discrepancies greater than 0.2' to Earth Source, Inc., prior to beginning work. .. 3. Placement of excavated soil to be at the direction of owner and to occur only on contained upland site. • 4. These documents must be included as part of the coverall site construction documents, and utilized solely for • construction of the wetland mitigation areas. These documents and accurate construction of the. wetland ---- — — mitigation areas are required for acceptance by the Army Corps of Engineers. No reduction, modification, or �13r20 "W (M I transfer of these documents shall occur without approval from Earth Source, Inc. restoration plan c� CD CD P p N L C 0 0 C a) . - 1 are ; ( 1 1 1 I1 1 'y\V T ►'I 4TION OF � LAND MITIGATION 1 r 1 t 1 owe � t - 1 1 1 rte• ►.•.►.•� .•.N ••A..r.r1N •. A.M or r development plan prepared by: Weihe Engineers, Inc, 10505 North College Avenue JV Indianapolis, IN 46280 0 landscape Ian prepared by. (� P P P David C. Klauba & Associates 3525 East 75th Place ' Indianapolis, IN 46240 ``\`,������;t�iiiii�rl����� to r • , 20 1 O %�. S T OF So dsc•. o .•• % . c NORTH •C U 301 15 O1 30 � SHEET N0. OF 14 A WETLAND MITIGATION AREA CONSTRUCTION SEQUENCE 1. LAYOUT AREA TO BE EXCAVATED. 2. EXCAVATE TO PROPOSED GRADES. 3. STABILIZE SIDESLOPES OF POND AS PER LANDSCAPE PLAN. 4. INSTALL HERBACEOUS AQUATIC PLANTINGS. 5. INSTALL SPECIFIED FABRIC OVER PLANTINGS. 6. BRING WATER LEVEL UP TO 806.5 IMMEDIATELY UPON COMPLETION OF PLANTING. WETLAND MITIGATION SITE CONSTRUCTION & RESTORATION SPECIFICATIONS 1. MATERIALS NEEDED TO COMPLETE THE PROJECT INCLUDING SEED MIXES, NURSERY STOCK, EROSION CONTROL MATERIALS, ETC. ARE TO BE PURCHASED AND DELIVERED (OR ARRANGEMENTS MADE FOR DELIVERY) PRIOR TO COMMENCEMENT OF CONSTRUCTION OPERATIONS. MATERIALS WILL BE ORDERED FROM SOURCES APPROVED BY EARTH SOURCE, INC. MATERIALS TO BE STORED ON SITE SHALL BE PROTECTED FROM ADVERSE WEATHER. 2. CONSTRUCTION EQUIPMENT SHALL BE REFUELED AND MAINTAINED AT AN UPLAND SITE. 3. LAYOUT OF THE GRADING PLAN WILL BE THE RESPONSIBILITY OF THE EXCAVATING CONTRACTOR. THE FINISHED LAYOUT MUST BE INSPECTED BY EARTH SOURCE, INC. BEFORE ACTUAL GRADING BEGINS. 4. TRACKED VEHICLES WILL BE USED TO DISTRIBUTE MATERIAL WITHIN THE DESIGNATED ON -SITE PROJECT AREA. WORK IS TO BE DONE IN THE DRY. 5. EARTHWORK CONTRACTOR IS RESPONSIBLE FOR DEWATERING SITE AS NECESSARY DURING CONSTRUCTION TO MAINTAIN CONTINUOUS EARTHWORK OPERATIONS. 6. TOLERANCE FOR ROUGH GRADING IS TO BE + OR -0.2' FROM ROUGH GRADES INDICATED ON GRADING PLAN. EARTH SOURCE, INC IS TO BE CONTACTED AND IS TO APPEAR ON SITE AS ROUGH GRADING OPERATIONS APPROACH 95% COMPLETION FOR A MANDATORY INSPECTION, WITH EARTHWORK CONTRACTOR AND SURVEY INSTRUMENT ON SITE, PRIOR TO COMMENCEMENT OF FURTHER MITIGATION CONSTRUCTION PHASES. 7. UPON ACCEPTANCE OF ROUGH GRADING, THE MITIGATION BASIN IS TO BE ROUGHLY SCARIFIED BY THE EARTHWORK CONTRACTOR. CONTRACTOR SHALL ADVISE EARTH SOURCE, INC. OF THE METHOD OF SCARIFICATION FOR APPROVAL. 8. RESTORATION WILL BEGIN AND BE COMPLETED IMMEDIATELY AFTER THE SOIL SCARIFICATION OPERATION. CONSTRUCTION IS CONTINGENT UPON THE PERMITTING AGENCIES' APPROVAL OF THE RESTORATION PLAN. 9. THE LANDSCAPE ARCHITECT MAY INSPECT PLANT MATERIAL EITHER AT PLACE OF GROWTH OR AT SITE BEFORE PLANTING, FOR COMPLIANCE WITH REQUIREMENTS FOR GENUS, SPECIES, VARIETY, SIZE, AND QUALITY. LANDSCAPE ARCHITECT RETAINS RIGHT TO FURTHER INSPECT PLANT MATERIAL FOR SIZE AND CONDITION OF ROOT SYSTEMS, INSECTS, INJURIES AND LATENT DEFECTS, AND TO REJECT UNSATISFACTORY OR DEFECTIVE MATERIAL AT ANY TIME DURING PROGRESS OF WORK. LANDSCAPE CONTRACTOR IS TO REMOVE REJECTED PLANT MATERIAL IMMEDIATELY FROM PROJECT SITE. 10. LAYOUT OF THE RESTORATION PLAN WILL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. THE FINISHED LAYOUT MUST BE INSPECTED BY EARTH SOURCE, INC. BEFORE ACTUAL INSTALLATION BEGINS. 11 PLANT MATERIAL IS TO BE INSTALLED IN SATURATED SOIL CONDITIONS, NOT INUNDATED WITH WATER. LANDSCAPE CONTRACTOR IS IS RESPONSIBLE FOR DEWATERING SITE AS NECESSARY DURING RESTORATION OPERATIONS. 12. IN THE EVENT THAT INCLEMENT WEATHER OR UNSUITABLE SOIL CONDITIONS DELAY SEEDING (CAUSING THE ESTABLISHMENT OF UNDESIRABLE NOXIOUS SPECIES), A LIMITED PROGRAM OF SITE SPECIFIC HERBICIDE APPLICATION USING ROUND -UP BRAND HERBICIDE WILL BE REQUESTED. THE HERBICIDE WILL BE SPOT OR WICK APPLIED ONLY TO SELECT, UNDESIRED NOXIOUS SPECIES (NOT BROADCAST) TO ALLOW THE PLANTING SCHEDULE TO RESUME ACCORDING TO THE RESTORATION PLAN. THE HERBICIDE IS ONLY TO BE USED AS A MANAGEMENT OPTION TO ENSURE THE SUCCESS OF RESTORATION AREA SEEDING. 13. DAMAGE TO THE GRADES RESULTING FROM ACCESS BY THE LANDSCAPE CONTRACTOR, SHALL BE RESTORED AT THE EXPENSE OF THE LANDSCAPE CONTRACTOR. 14. PLANTING: HERBACEOUS AQUATICS DESCRIPTION THIS WORK SHALL CONSIST OF FURNISHING, TRANSPORTING, AND INSTALLING ALL SEEDS, PLANTS, OR OTHER MATERIALS REQUIRED FOR THE ESTABLISHMENT OF THE HERBACEOUS AQUATIC AREAS. GENERAL REQUIREMENTS THE SITE WILL BE IN THE FOLLOWING CONDITION: 1. THE GRADE WILL BE SHAPED TO THE ELEVATIONS SHOWN ON THE PLANS. 2. SITE IS TO BE SATURATED WITH WATER, BUT NOT INUNDATED. MATERIALS ALL PLANT MATERIALS SHALL MEET THE FOLLOWING REQUIREMENTS: 1. PLANTS SHALL BE FREE FROM INSECTS AND DISEASES AND SHOW APPEARANCE OF NORMAL HEALTH AND VIGOR. 2. PLANTS SHALL BE TRUE TO NAME AS SPECIFIES. 3. EACH SPECIES SHALL BE HANDLED AND PACKED IN THE MANNER APPROVED FOR THIS PLANT. ALL PRECAUTIONS THAT ARE CUSTOMARY IN GOOD TRADE PRACTICE SHALL BE TAKEN TO INSURE THE ARRIVAL OF THE PLANTS IN GOOD CONDITION. 4. IMMEDIATELY UPON COMMENCEMENT OF THE PROJECT, THE CONTRACTOR SHALL SUPPLY TO EARTH SOURCE, INC. THE NAME AND LOCATION OF THE PLANT SUPPLIERS ALONG WITH THE ORIGIN OF EACH OF THE VARIOUS KINDS OF PLANTS. 5. PROTECTION AGAINST DUCKS, GEESE, MUSKRATS, AND CARP IS MANDATORY. CONTRACTORS SHALL INSTALL PROTECTIVE SCREENING OVER PLANTED AREAS AS INDICATED ON PLANS. PLANTING TIME THE CONTRACTOR SHALL INSTALL HERBACEOUS AQUATIC PLANTS AFTER ONSET OF DORMANCY IN THE FALL OF THE YEAR. IF NECESSARY, AN ADDITIONAL PLANTING WINDOW WILL EXIST EARLY IN THE FOLLOWING SPRING, PRIOR TO BREAKING OF THE DORMANCY PERIOD. THE PLANTS SHALL BE KEPT DORMANT UNTIL THEY ARE PLANTED (UNLESS OTHERWISE INSTRUCTED BY THE SUPPLIER FOR CERTAIN SPECIES). ALL PLANTS SHALL BE KEPT MOIST AND COOL AND NOT BE SUBJECT TO FREEZING, DRYING, OR WARMING. PLANTING PROCEDURES 1. THE HERBACEOUS AQUATICS SHALL BE PLANTED AS PER PLAN AND PLANT LIST. 2. PLANT ROOTSTOCK IN THE BOTTOM SOIL AT A DEPTH WHICH SHALL NOT EXCEED TWO TIMES ITS LARGEST DIMENSION. 3. FIRMLY BACKFILL THE PLANTING HOLE. 4. INSTALL PROTECTIVE MAT AS INDICATED ON PLAN, AND AS PER PLANTING DETAIL. CONTRACTOR'S RESPONSIBILITY THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SATISFACTORY GROWTH OF GRASS, FORBS, AND CAREX SPECIES, ON AREAS PLANTED UNDER THE CONTRACT, UNTIL FINAL ACCEPTANCE. FINAL ACCEPTANCE OF THE WORK WILL BE DETERMINED AT THE END OF THE FIRST FULL GROWING SEASON FOLLOWING INSTALLATION. IF 80% OF THE HERBACEOUS AQUATIC PLANTINGS ARE APPARENT AND ALIVE, THE WORK WILL BE ACCEPTED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION OF HERBACEOUS AQUATIC PLANTINGS. HERBACEOUS AQUATIC PLANTINGS DEEMED BY THE LANDSCAPE ARCHITECT AS NOT INSTALLED CORRECTLY, SHALL BE REPLACED BY THE CONTRACTOR PRIOR TO FINAL ACCEPTANCE. 15. CHANGE ORDERS: CHANGES IN THE WORK SHALL BE PERFORMED UNDER APPLICABLE PROVISIONS OF THE CONTRACT DOCUMENTS, AND THE CONTRACTOR SHALL PROCEED PROMPTLY, UNLESS OTHERWISE PROVIDED IN THE CHANGE ORDER. 16. INSPECTIONS & ACCEPTANCE: UPON START OF CONSTRUCTION, RESTORATION WORK IS TO CONTINUE UNINTERRUPTED, BARRING ANY UNFORESEEN CIRCUMSTANCES, UNTIL SUBSTANTIAL COMPLETION. SUBSTANTIAL COMPLETION AND FINAL ACCEPTANCE MAY BE DELAYED AS A RESULT OF INADEQUATE PERFORMANCE BY THE CONTRACTOR. THE ABOVE -NOTED INTERMEDIATE INSPECTIONS MUST BE FOLLOWED AND PERFORMED BY EARTH SOURCE, INC. w• T c% ez f � \ specifications c� - f ul CD ' ° x{ z 0 cu _l_j C N t m J U } I-- O (0) U) I-- O U) U) a z 0 U) Q w U0 C W� M C C SHEET NO. OF 14 .0 U r �1 4 ��� -�• ��,. r � ` Flo VIOL _ �i0. A fta dum. w M - • op IF Al �r�r:•ti%V � %� �1 • i IL VE { N, •� •�• • .�1 ' I�• ' is ■ .,.;,m,�� ! a r� �i f • lot . I I::� �s- .m FAIN I M.T�;w! •I• M 1!�l 4 i 01 1 7 ,•� -- _ • • 4 i V W IX � , r ►� lr 7 - AUSTmIAN PINt =-' 8 — SNOWDRIFT CR B 7 — AUSTRIAN 9 - 'RED SUNSET' PINE RED MAPL s , i■ •1m1= f i JI/ rA2 • a AL IRV j• - - It FA •��11 h •fj� l � � Ll� r• `,J PAF s provided by \ \ I E HA 99 G E L-A L, Fiscal Year 81? 810 6 - WINTERKI AWT OR 8 — AUSTRIAN PINE EKAJOEQUiLe •.1 �, 7% 4s itAOT .; A IF_- V IG r-I v r-S c c n/ 1" C ORNAMENTAL TF LAWN AREA EARTH BERM A �I�iCT1�►1^ T�cc 1 0 OM =» .T: V 4A9 ji7, R T GRA •• I '- P Al IFIRE CFiaB • • ' 6 T H R LO V�i OW • ' • 1'7 - OFU ON RAB • . Tw+pordr S&Atky b+W+r 1 a 14 • Et111atI E ♦� er rK p a I rA wr w •rrr r,r.• Wsgzw MW Lamar It b ;*a! 1 �Lar b ,..�i wtmm �0Ifto a � � ■ I I Ilil ri l+. i71 Dr 6p 3 �s 3 F �' L �u 0; e o a x m a > O f ►od . �. r 17 - ' YOUNGSTOWN JUNIPER 47 - DWARF EUONYMUS - • 5 - AUSTRIAN PINE 1p 17 - t YOUNGSTOWN JUNIPER 41 - 'BLUE CHIP' JUNIPER ANNUALS & BULBS ENTRANCE • SCALE 1 , . �. r DRIVE PLANTINC --18 - ' YOUNGSTOWN JUNIPER -- 36 - DWARF EUONYMUS . 3 - AUSTRIAN PINE P QSEp a � • Sao . 18 - ' YOUNGSTOWN' JUNIPER ANNUALS & BULBS 36 - 'BLUE CHIP' JUNIPER 9 - 'HUGHES" JUNIPER PLANTONG 6 nR 14 NUJ Corner, 6111/4 Sec. 12 -T1IN- R3E Z r 1 I� N tD to N tD N O ZI I 3 Q1 Q 61 �I 0 U IPS Board Fence (4/- 4.v' E �/ nth Rrw of Line) p@ r /S LI (T50 OL W CD kn J � J 0 = 0 J � 0 � U SU1 Corner, SU1 /4 Sec. 12 - T 1IN - R3E Harrison Monument Fn c. If C / \ /S' Aro ng t @r Do Fence. Post 4�1284i 465 N68a2 tea 96 00 21 •.w 4 a) Xsd Ste* rn 6 Fence Peat 3 4 ?' vZ v LL 3 a o � 0 Z o � M Z e 75.4' F s Corner Post Is •/- 13' N and •/- 13' E of 48.8' new f •6 •0 re i � LL sacs Pos I •/- 5.1' E f line 93.1' N water . detention o Z r Z L__._ 10' Drainage Esmt, Apparent Half Rlght -of -Way 4' Sldawa IF 3' shoulder a •6 tennis tennis R 4' � 2s. 11. N ^ R� 4' / In„ �k9 /nom dpprok /?7k ?ype rely C' i7 'or. n� �dy Fen ce 6 3' Round Steel /o Fence Post S -4 S Ps � A / s R 26' 9Z,0 l / gardens gazebo gar ns 4 do tennis 49A _A&4 . �5 •6 Proposed Rlghn -of -Way, 96th S rest 75, -� 3' Shoulder Ac el. Lane M.C.S.R. s� location 1300.95' N89- 13'20 "W (M) 1Q0' 89' 0 "W est per .6 R� Ed a of Asphalt ��Line 'A', 96t t et o Oct Sta. 23•00 5ta.24400 Sta 25400 sta.26.00 NePN ... {vI'N N0. nVIVY VVIV"U) ww. "DON'T DIG BLIND" Cab Monday ttrougt Filday -7 AM to 6 PM 1 -800 1 -800 382 -5544 428 -5200 rMMti Y+4" outside WAIWO Per Indiana State Law IS -69 -1991. it is against the Law to excavate without notifying the underground location service two (2) working days before commencing work. S Boat pike Fnd. wl 4,• S2, 6 O IPF 2.0' s or Fence ? d /n. lid f pr C 5/ on e O 13 S69 7y F ce R :4. E 4> ;,� R, 1• S4 . I R_ � 4' iM) P"41 I R, , A 199 7� dumpster s� location (5" Dttdll) �O. 19� .6 R� 0' X46 10' h R -63' 37.08 10' l i t R =33' ems r` r; r; R =30' R =30' 75' 3' Shoulder Decal. Lane See. 21.00 Power pole to be relocated * = 8827 Proposed Rlght -of -Way is shown per preliminary plans provided by STATE OF = United Consulting Engineers, Inc. (96th Street Project, Fiscal Tear ALLAN H. WEIHE, Reg. P.E., Indiana 8827 - f'�.,�.'1-V oNc� 1992, Sheets 5 and 6, dated 9/23/91.) 3 Round Steel 3 13• ? R, 4 • S Fence Post S 11. 0 I 8 8• � R, 4 . CO 0 9 30 16 P14' 19' R�/ .� A nQ /n / S � moo✓ � 46rstdte � U F- 8 O X .. (o �0 18 A SSS c1'a t e I e- / 4� • a /964 N S1. ;,5. UJa ter S� O ,2125 fea ture 1,' ,o IP.T. Sta. 39.15 Line ' Z , �yb - 01 25' R-30' 01 R�1S' '0 Ln @ I o l �, Bridge 1 �9ht, . 0 s S� 011,46-1 '- ► 5 @ y � 0-) Q z 40 T3 I F's S I U � 69. 0 74 1631 53 � water ti o retention o0 IPF 1rBl 6 Hole le �plke p Bost Fnd. U 47 HiC h 30' Temporary Sanita y Sewer I at spike Fnd. Installation Easemen per �t ^ 1 ? it 2 HNC Easement Book 3, g. 585 -586 3l •!d0 I I N � HNC n h a A p R =100' 8m' H/C I cW I (Y- Sta. 31.00 E r- Ui 2301 � F- e CV __ N _ - 2 k 41 y y Regrade E ISting Fill I N 00 S I� Wetlard mitigation y strRu ti Ma ter i a I nd Seed .. d 3 ���� 100 35'� I o s e t 0 4 0. 64 41 y 15 7 5 s I O to IG C I J y y �.� Vi N R -7.5' o 0 J n EWW- rti.t.o y 34+00 ctoo Sta. 36+00 I r7 LJ I J O 'j I R -12 5' 15' t?t o'P in Z Co g � ry 25' 25. � ` �n W .4 . 0 �e Sta. 35+00 0�� ( N Pt Q I w 0 ���-- R =7.5 4' Sldewalk �c o 10' Drainages Esmt. g I 0 0 55 �� -30' o 65' R -3 100' 50' 'P ' 75 - -11.`re OA = N89'13'20 "W 33.00 f!� ..a �i a czi x w E-+ xw A Z �w da a w Z Z LH a II II II A Zo zco a w a �¢ C) A q � Vi �0 LUzQ00 to 0z to¢-4 fn z E J E- C7 W U w 1 tt A v 1 z lipt. � Q W a a x a A v A a aaaaE E V .4 Ln " a e ��e00e a � 4 V L V,������ Z ..$` $ V) T 3 CV 0 1 I..(1 (S) -t - :C U ® N lL }- 1 O O X l._l 5C,4 L E : ]'=&O' `� C A V 77771 1 W O Z 30 60 120 a U- 0- End of curb End of curb ,3' Should 16.5' Apparent Hair Right -of -Way I OA = N89'13'20 "W 33.00' W 3' Shoulder PS Access Lone Decals Lone _ 3' shoulder _ ~ Ecle3a or As Sta. 34+00 ~Edgs of Asphalt 0 9(oth Street N89-13'20"W (M) 175.0 ' South L1 a SW/4 Sec. 12711N- 31E Edge of Asphalt S89'13'20 "E (Assum d Bear ing) 2665.90 Sta 31 Sta. sta.33.00 -Sta. 28.00 Sta. ?9.00 sta. 30'00 Approximate Location of Entrance to Benchmark Apartments SHEET N0. P.G. eta. 32.81 11 construction areas are SE Corner, 0DU1 /4 Parking Spaces to be temporarily seeded Sec. 12- T1 -IN -R3E 18 Total Parkin Spaces except for permanent Railroad Spike Found per M.C.S.R. 3 g p PKF 2.0' SE of SW Cnr. 8 Handicap Parking Spaces landscape areas. RR Spike Set 36.5' S of SUJ Cnr. File: 940072S.dwg OF NW Corner, 5 UJ /4 Sec. 12 -TIIN -R3E I r I- I" I N 00 c0 CIO N N O 01 Z I I to d Rl OI U IPs �a�Board F (•/- 4b' E or Linerw MV O t0 N J 0 Z wm W� J Q U SW Corner, SW14 g, Sec. 12 -TIIN -R3E Harrison Monument Fn . per M.C.S.R. 7 in rn un 3 LL cD 3r'7 N r 0 0 Z o � M t N O d Z soutilli / ^e 01.e/ °.I /.6 tdt N � 465. 9e Fit 4( ?8 �� 465 7 ad t'V68'42 /964 -OTPI? 3 stee 21 ••W Fence Po+� 5�3 �L \ � r o x/l s / p e d t eo ^ R / .19 �°ryce • 3 Faints corner Post Is ./- 13' N and •/- 13' E of property c 1s �3 • '7 Fen t 1 tr II r • Ro«•,d steel Post lit Slits eta 1I� �J 5 9TQ'�r -t INt ET T.G. 8140 gardens Inv. 006.40 T IIN •m� gazebo T.C. 81 :0 nv. 806.18 A \� gt r t to n4v E9. • r * TPIO i0' 48' RGP • 0 '1• Lime . 811.00 9.12 15 ~W 141. -S •1r 5traw bat** 5,09 Data ll T \ IPF 2,0'5 or Fsncs okl�Adtcpe R� y o^ or 125 "f O 411, 54 . 4� . 11 �i. • Ufa ter feature •e3 Nv. 6053 T t Inv. 81305 Br Idge T.G. 10 I soil eestlng 3' Round stsei Fence Post 0' ,54% Inv. 811.13 43' M• qv. 6053 • INV. 8053 Normal elev. 8053 100 y Slay. 806.10 • 1D Leh,* b•d sisv. 1965 d u c etsr Inv.teo5b % wa ter 4� retention T.G. 829.4 %3 location © ) Inv. 81300 C III 6053 C T 1 C 31' 18' • 19,6% C terini s T.G. 8479. ©© o 10 M Mlu MN. 8113 '60 #rps ­--� SNc �1 ^Q / fate 6S`4(l2 h1 � 465 SSSIr2, adtccp 1964 �S � 10. n yen, Apperen! N r Right -or -Way 4' sldewe -� o Ar= AE CID • We sr 3' shoulder I s v N89'1 3'20 "W (M) 1 0' 89'1 - est - _ - - 13rD0.95' 9�oth treat N89'13'2o W (M) 1 5.0 -South L► e, 6W /4 Sec. 12 -T - 3E Edge or Aephait �Llne 'A', 9rot t o ect 4 Ste. ?6.00 Ste• ?1 +00 589'13'20 "E (Assam d Bearing) 2665.90 Sta. 31'00 ate. 32-00 cats Sta. 33.00 Sta. 23.00 sta. 24.00 eta. 25+00 BARE Power pole to Utd, �.� Aprance to Locetlon of be relocated ste ?800 Ste. ?9.00 Entrance to Denc►r+erk Apartments p.C, Sta. 3 2.81 QJIRED ,...�t�•��,. T.G. 806.0 Exlsting 30' pipe p ►�`�,1 �� foe 16' INDPLS INV. 8034 to be extended to Inlet. e� WATER Co. WATER LINE 20' 12' RCP Extend using 20' 20' or ,� ..• " .`;►. �,/� �� • 05 1. WIlar Gto make co►w+ec Kan ti NO, 3m' RC.P. Concrete f � 100127, proo,i�d RI$t -of -Uj Is show" pa Pr vlinlna M, : cr InG196th Stroet Pro pf oldt M t Fiscal dYear Unitad Cosultinlg Eng cr., b y - • �• 1992 ghost• S and 6, ciatvd 9/?3/'91.) ALLAN H. WEIHE, Re P.E., Indiana 8827 :,�. ��,,tiO4NN� :•r�� , 9 �S'c- /'-....,...• °qty ON�1 . T c� IPS S6972'35.. 9s F E 16.% 16. Drl Hole I PF I,6' s p 1 30' Temporary Sancta Sewer I Installation Easemen per W a: w x w ` z xw A zF. rn �w a �a w Z Uj a ca Z Q) z� a W o dam' Wz �i W U) ° z z U~�' xr/ito "Holey Moley" says, 00 ° to "DON'T DIG BLIND" zaD o" 1 -800 t -800 O O Z � 382 -5544 428 -5200 enww tial 00I kwi Per Indiono State Low IS- 69-1991. It is against the Low to excavate without notifying the underground location service two (2) waking days before commencing work. Boat pike vnd. 0 T IY. c � IO O � 0 y- v � U r'-- p 0 .. IL in N O � .,�,. ° I t(1 � I aZ° u �► 0 0 e Boat b Fnd. Easement Book 3, g. 585 -586 I I Ste. 31.00 W � rZ- 8m' I N Re g rade E lsting Fill I Z N Material d Seed in a J N sta. 0 a O J ,aid J O ., I ov0 W O 4) I slit rente LO z W e� sae Detail ste.35.00 �o� P o 4' gidewelk cdeL tI t I o k Vk in 3 • P � 601ID N89'13'20 W 0 16 5' Apparent. Half RIgK- - y I bill sta. 34.00 "-Edgs or Asphalt Edge or Asphalt at spike Fnd. F!!�Ml W� SCALE: 1'x60' I. 0 30 60 120 OA = N89'13'20 "W 33.00' ,/-- 3' shoulder X Existing 16' INDPLS w SE Corner, 5W /4 WATER CO. WATER LINE 5er,. 12 -TllN -R3E All construction areas are Railroad Spike Found per M.C.S.R. to be temporarily seeded FPKF 2,0' SE of 5W Cnr. except For permanent RR S ike Set 30.5' 50 f SW Cnr. landscape areas,. w - W z Z w a 5 U r 1 � Z . a � U a C C w� i� L t W U e i =,0 O_�� • L it Z ;Ise 22• V N ( 1 � V � CV til V! -III Q � S O .0 � U O C' X1..1 CV _1 O is O z O O a LL t U Z 45 W SHEET NO. File: 940072.dwg OF ebo ' • • � %INV.01.1 d u c etsr Inv.teo5b % 4� � % %3 location © ) M C ) 4 T 1 14' 18'15GGM 003% i once Poe I t terini s T.G. 8479. ©© o 10 M iv ` •/r I C INV. 88060 m�� ^ . 8 ^ i i Inv. 805 Ilse E •0�>< 3 w� ter I IT V. 8 8105 W Whty'nd nitlg•tbr+ C etru t I n rq 0 de4rition t t- Ar" L N J J • y 100 yr elev.�80981 \ \ ^� a 10' l i t y y y 34.00 o � �rre f egn t • • •� Inv. y c° �reIn o fox • r _ o I solid L - •I10X - �' 2 Z t INY. 80 g •0 • . 226. 5 . eo5ba 6 Drelnege Eamt. R 5 Inv. 811 P h Street I5' GP. alit � �•�P •l 5 55' } 8192 Isnvd-�et� } ® 3 Inv. 805,68 /End or curb Inv. 816.9 -~ 8 815 Detail A AS ALLAN H. WEIHE, Re P.E., Indiana 8827 :,�. ��,,tiO4NN� :•r�� , 9 �S'c- /'-....,...• °qty ON�1 . T c� IPS S6972'35.. 9s F E 16.% 16. Drl Hole I PF I,6' s p 1 30' Temporary Sancta Sewer I Installation Easemen per W a: w x w ` z xw A zF. rn �w a �a w Z Uj a ca Z Q) z� a W o dam' Wz �i W U) ° z z U~�' xr/ito "Holey Moley" says, 00 ° to "DON'T DIG BLIND" zaD o" 1 -800 t -800 O O Z � 382 -5544 428 -5200 enww tial 00I kwi Per Indiono State Low IS- 69-1991. It is against the Low to excavate without notifying the underground location service two (2) waking days before commencing work. Boat pike vnd. 0 T IY. c � IO O � 0 y- v � U r'-- p 0 .. IL in N O � .,�,. ° I t(1 � I aZ° u �► 0 0 e Boat b Fnd. Easement Book 3, g. 585 -586 I I Ste. 31.00 W � rZ- 8m' I N Re g rade E lsting Fill I Z N Material d Seed in a J N sta. 0 a O J ,aid J O ., I ov0 W O 4) I slit rente LO z W e� sae Detail ste.35.00 �o� P o 4' gidewelk cdeL tI t I o k Vk in 3 • P � 601ID N89'13'20 W 0 16 5' Apparent. Half RIgK- - y I bill sta. 34.00 "-Edgs or Asphalt Edge or Asphalt at spike Fnd. F!!�Ml W� SCALE: 1'x60' I. 0 30 60 120 OA = N89'13'20 "W 33.00' ,/-- 3' shoulder X Existing 16' INDPLS w SE Corner, 5W /4 WATER CO. WATER LINE 5er,. 12 -TllN -R3E All construction areas are Railroad Spike Found per M.C.S.R. to be temporarily seeded FPKF 2,0' SE of 5W Cnr. except For permanent RR S ike Set 30.5' 50 f SW Cnr. landscape areas,. w - W z Z w a 5 U r 1 � Z . a � U a C C w� i� L t W U e i =,0 O_�� • L it Z ;Ise 22• V N ( 1 � V � CV til V! -III Q � S O .0 � U O C' X1..1 CV _1 O is O z O O a LL t U Z 45 W SHEET NO. File: 940072.dwg OF Per Indiono State Low IS- 69-1991. It is against the Low to excavate without notifying the underground location service two (2) waking days before commencing work. Boat pike vnd. 0 T IY. c � IO O � 0 y- v � U r'-- p 0 .. IL in N O � .,�,. ° I t(1 � I aZ° u �► 0 0 e Boat b Fnd. Easement Book 3, g. 585 -586 I I Ste. 31.00 W � rZ- 8m' I N Re g rade E lsting Fill I Z N Material d Seed in a J N sta. 0 a O J ,aid J O ., I ov0 W O 4) I slit rente LO z W e� sae Detail ste.35.00 �o� P o 4' gidewelk cdeL tI t I o k Vk in 3 • P � 601ID N89'13'20 W 0 16 5' Apparent. Half RIgK- - y I bill sta. 34.00 "-Edgs or Asphalt Edge or Asphalt at spike Fnd. F!!�Ml W� SCALE: 1'x60' I. 0 30 60 120 OA = N89'13'20 "W 33.00' ,/-- 3' shoulder X Existing 16' INDPLS w SE Corner, 5W /4 WATER CO. WATER LINE 5er,. 12 -TllN -R3E All construction areas are Railroad Spike Found per M.C.S.R. to be temporarily seeded FPKF 2,0' SE of 5W Cnr. except For permanent RR S ike Set 30.5' 50 f SW Cnr. landscape areas,. w - W z Z w a 5 U r 1 � Z . a � U a C C w� i� L t W U e i =,0 O_�� • L it Z ;Ise 22• V N ( 1 � V � CV til V! -III Q � S O .0 � U O C' X1..1 CV _1 O is O z O O a LL t U Z 45 W SHEET NO. File: 940072.dwg OF Easement Book 3, g. 585 -586 I I Ste. 31.00 W � rZ- 8m' I N Re g rade E lsting Fill I Z N Material d Seed in a J N sta. 0 a O J ,aid J O ., I ov0 W O 4) I slit rente LO z W e� sae Detail ste.35.00 �o� P o 4' gidewelk cdeL tI t I o k Vk in 3 • P � 601ID N89'13'20 W 0 16 5' Apparent. Half RIgK- - y I bill sta. 34.00 "-Edgs or Asphalt Edge or Asphalt at spike Fnd. F!!�Ml W� SCALE: 1'x60' I. 0 30 60 120 OA = N89'13'20 "W 33.00' ,/-- 3' shoulder X Existing 16' INDPLS w SE Corner, 5W /4 WATER CO. WATER LINE 5er,. 12 -TllN -R3E All construction areas are Railroad Spike Found per M.C.S.R. to be temporarily seeded FPKF 2,0' SE of 5W Cnr. except For permanent RR S ike Set 30.5' 50 f SW Cnr. landscape areas,. w - W z Z w a 5 U r 1 � Z . a � U a C C w� i� L t W U e i =,0 O_�� • L it Z ;Ise 22• V N ( 1 � V � CV til V! -III Q � S O .0 � U O C' X1..1 CV _1 O is O z O O a LL t U Z 45 W SHEET NO. File: 940072.dwg OF at spike Fnd. F!!�Ml W� SCALE: 1'x60' I. 0 30 60 120 OA = N89'13'20 "W 33.00' ,/-- 3' shoulder X Existing 16' INDPLS w SE Corner, 5W /4 WATER CO. WATER LINE 5er,. 12 -TllN -R3E All construction areas are Railroad Spike Found per M.C.S.R. to be temporarily seeded FPKF 2,0' SE of 5W Cnr. except For permanent RR S ike Set 30.5' 50 f SW Cnr. landscape areas,. w - W z Z w a 5 U r 1 � Z . a � U a C C w� i� L t W U e i =,0 O_�� • L it Z ;Ise 22• V N ( 1 � V � CV til V! -III Q � S O .0 � U O C' X1..1 CV _1 O is O z O O a LL t U Z 45 W SHEET NO. File: 940072.dwg OF V N ( 1 � V � CV til V! -III Q � S O .0 � U O C' X1..1 CV _1 O is O z O O a LL t U Z 45 W SHEET NO. File: 940072.dwg OF SHEET NO. File: 940072.dwg OF STABILIZATION JAN. FEB. LIAR. APR. MAY JUNE JULY AUG. SEPT. OCT. NOV. DEC. PRACTICE - ■ PERMANENT A • / / / /I / / //' */I SEEDING - DORMANT SEEDING TEMPORARY D SEEDING E SODDING t� MULCHING r' - A = KENTUCKY BLUEGRASS 40 LBS /ACRE; CREEPING RED FESCUE 40 LBS /ACRE; PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYEGRASS 20 LBS /ACRE. B KENTUCKY BLUEGRASS W MULCH/ACRE, C E, OR CREEPING RYEGRASS 30 L8 S/ RE. C = SPRING OATS 3 BUSHEL /ACRE. D = WHEAT OR RYE 2 BUSHEL /ACRE. E = ANNUAL RYEGRASS 40 LBS /ACRE. F = SOD G - STRAW MULCH 2 TONS /ACRE. * /I /* IRRIGATION NEEDED DURING JUNE, JULY, AND /OR SEPTEMBER ** IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD SEASONAL SOIL PROTECTION CHART (NO SCALE) V- C/L SWALE Ir 13 I 1 /3 I _1 /3 I STRAW BALES BURIED 3" i5_,4 aEa.a STAKE STRAW BALE PLACEMENT FOR EROSION CONTROL (NO SCALE) PLAN WEW STRAW BALES BURIED 3" STORM BEEHIVE 3' -#4 REBAR STAKE 2'X6" SILT TRAP TYPICAL SLOTTED RISER (CAN BE USED INSTEAD OF STRAW BALES) TYPICAL SLOTTED RISER (CAN BE USED INSTEAD OF STRAW BALES) STORM BEEHIVE 3' —#4 REBAR STAKE STRAW BALES BURIED 3" `2'X6" SILT TRAP 1 �iT—I I I- ; • • % -1 1 — � I � =11 •. — S• �f 00 0 SEC TION WEW STRAW BALE PLACEMENT FOR EROSION CONTROL (NO SCALE) NORMAL A/qX POOL ELEVATION 3. 1 1.5' 7' AIN 2.• � L AIKE CROSS SEC TION (NO SCALE) 1" SURFACE 3" BINDER 4" BASE #53 stone 4" p2 stone COMPACTED SUBSURFACE. PA YEMEN T SEC TI ON (NO SCALE) POST 4" DI A. W OI OR 1.33 LBS/F 00T STEEL 10' MAX. SPACING WIRE FENCE ---,, 14 GAGE MIN) -6" MESH SPACING MAX) FASTENED BY 1" WIRE STAPLES TIE WIRES, OR HOG DINGS FILTER FABRIC ALONG LENGTH NO JOINTS) STAPLE OR WIRE TO FENCE 4'X4' TRENCH TO BE BACKFILLED AND COMPACTED UPSLOPE II. c c in SIL T FENCE SECTION (NO SCALE) �11O Ooo p o � �000000 00 >- NEENAH R -2561 OR EQUAL _ T. C. ELEV. II=I I I- _ 1 III . 11= 2" WEEP HOLES 0 `-� 12 STONE OR ` CONC. WALLS , 26 » III —I I.. I_� I 1 =1 I III ' 4 J14" (1 )P• ) ul __ 1=I I II; -111 I I E II VAR. PIPE SIZE —I °' 18" MAX. 0 . o 0 0 :11 I- oo�OO►� t ° 0 0" °0 0Od0�00'o�do. o0 080,0n 0 8" 0• o° o°o °—� 0�0 dz 00d�o 0 4' -0" S0. CONC. BASE (1) LINE 0. 116" PIPE MESH W W F. EARTH DITCH INLET (NO SCALE) 6" 18" TOPSOIL MIN. V SLOPE 1/4- PER FT. v 111 � �• � � - � �� BACKFILL-1 ! COMPACTED SUBGRADE COMBINED CONCRE TE CURB & GU T TER DRY TYPE (N0 , --) 1" SURFACE 2" BINDER 2" BASE X153 stone 4" p2 stone COMPACTED SUBSURFACE PARKING L 0 T SECTION (NO SCALE) BRICK 16 32" 16" 32" OR 48" 0 W 0 w In a GROUT 1 /2" PLASTER 1 8" \ TAPERED CONE SECTION \ 1' I 1 LINE 0 F 2 4" -4 I 8" ` 8" 11 I 1' -4" 1' -4" (NO SCALE) 000000000 000000000 000000000 000000000 000000000 000000000 000000000 000000000 000000000 T.0 ELEV. NEENAH R -3405 OR EQUAL PAVEMENT zzz COMPACTED WEEP HOLES SUBGRADE �-O �� 12" MIN. �- CONC. WALLS-1 12 STONE 2 " VAR. PIPS IZE CONC. BASE VAR. PIPE SIZE 18 MAX. 18" MAX. 0� o °moo °o 0; o00 eo 0 8" PA VED AREA INL E T 6" t8" TOPSOIL MIN. e III v SLOPE 1 4" PER FT. III BACKFILL' ! -1 1 -I I I- ElI COMPACTED COMBINED CONCRETE CURB &GUTTER (Nn '�(;AL_E) (NO SCALE) 1" SURFACE S" BINDER 14" BASE stone SUBSURFACE TYP /CAL SECTION IN RIGHT —OF —WAY (NO scaLc) I I1 40 FT. HALF RIGHT -OF -WAY I 11• -0" MIN. 12 -0 4 -0 .. -1• -0" 1 12' -0" PAVEMENT * 3' -0" 1 7• -0" MIN. MIN. 1 TYP. >- 1 SLOPE: SLOPE= 3 I I I 1' -0 ». *. 1 /2» PER FT. I 1 /4» I W I MIN. _� PER FT. J SLOPE 1 /4" PER FT. SLOPE 1 /2" SLOPE 6;1 SLOPE 4. 4^ I a M PER FT. 6" 3 I 1 o #73 STONE I-- OF SIDE o DITCH I UN' PAVEMENT SECTION AS REQUIRED { ~ I c� 1 BY ORDINANCE 27' -0" MIN. SIDEWALK WHERE REQUIRED 1 I I i HAMILTON COUNTY HIGHWAY STANDARD cRnSS— SECTION COLLECTOR STREET w o CURB * VARIATION FROM THIS SHALL BE APPROVED IN WRITING BY COUNTY ENGINEER. * * 5-0" WHERE REQUIRED BY ORDINANCE. * * * ACTUAL WIDTH TO BE BASED ON HYDRAULIC REQUIREMENT OF SPECIFIC SITE Ia4N,1 GC 5 T } 8827 � g STATE pF ALLAN H. WEIHE -REG P. E. -IN 18827 `� /0Nat f (NO SCALE) "DON'T ""ley IVIUICy ouyo, DIG BLIND" Call Mondoy through FrWoy -7 M1 to 6 PMI 1- 800 1- 800 WW 382 -5544 428 -5200 Within Indiana Outside Indiana C.I. M.H. STEPS against the Law to excavate without v v the underground location service two (2) working days before commencing NEENAH R- 1980 -C OR EQUAL Z 4 $" rn V / 1.J1! ' Z 0� 4' DIAMET R �o c1� s o FILL WITH CONCRETE C`! •U � o o o 1 °0 ° I I LIFTING RING RECAST ONLY GROUT I 0 0 0 1 o °od a O V X O { 8" y' POURED IN PLACE #4 BARS -12" O.C. BOTH WAYS OR PRECAST Poo 6' STANDARD MANHOLE DE TAIL (NO SCALE) 000000000 000000000 000000000 000000000 000000000 000000000 000000000 000000000 000000000 T.0 ELEV. NEENAH R -3405 OR EQUAL PAVEMENT zzz COMPACTED WEEP HOLES SUBGRADE �-O �� 12" MIN. �- CONC. WALLS-1 12 STONE 2 " VAR. PIPS IZE CONC. BASE VAR. PIPE SIZE 18 MAX. 18" MAX. 0� o °moo °o 0; o00 eo 0 8" PA VED AREA INL E T 6" t8" TOPSOIL MIN. e III v SLOPE 1 4" PER FT. III BACKFILL' ! -1 1 -I I I- ElI COMPACTED COMBINED CONCRETE CURB &GUTTER (Nn '�(;AL_E) (NO SCALE) 1" SURFACE S" BINDER 14" BASE stone SUBSURFACE TYP /CAL SECTION IN RIGHT —OF —WAY (NO scaLc) I I1 40 FT. HALF RIGHT -OF -WAY I 11• -0" MIN. 12 -0 4 -0 .. -1• -0" 1 12' -0" PAVEMENT * 3' -0" 1 7• -0" MIN. MIN. 1 TYP. >- 1 SLOPE: SLOPE= 3 I I I 1' -0 ». *. 1 /2» PER FT. I 1 /4» I W I MIN. _� PER FT. J SLOPE 1 /4" PER FT. SLOPE 1 /2" SLOPE 6;1 SLOPE 4. 4^ I a M PER FT. 6" 3 I 1 o #73 STONE I-- OF SIDE o DITCH I UN' PAVEMENT SECTION AS REQUIRED { ~ I c� 1 BY ORDINANCE 27' -0" MIN. SIDEWALK WHERE REQUIRED 1 I I i HAMILTON COUNTY HIGHWAY STANDARD cRnSS— SECTION COLLECTOR STREET w o CURB * VARIATION FROM THIS SHALL BE APPROVED IN WRITING BY COUNTY ENGINEER. * * 5-0" WHERE REQUIRED BY ORDINANCE. * * * ACTUAL WIDTH TO BE BASED ON HYDRAULIC REQUIREMENT OF SPECIFIC SITE Ia4N,1 GC 5 T } 8827 � g STATE pF ALLAN H. WEIHE -REG P. E. -IN 18827 `� /0Nat f (NO SCALE) "DON'T ""ley IVIUICy ouyo, DIG BLIND" Call Mondoy through FrWoy -7 M1 to 6 PMI 1- 800 1- 800 U 382 -5544 428 -5200 Within Indiana Outside Indiana Per Indiana State Law IS -69 -1991, it is against the Law to excavate without notifying the underground location service two (2) working days before commencing work. t• 1 I� W a w z xw a z� �a Z rn w z a A Zo 0: °0 to W V) Oz z Him Zap a to In 4 V) DOE] a W w c7 W .a CV (p r r � ctl m ° �: � U\ � A U �a s0 A 'k c 4 c w s a zFz o, -D U 0 rn V / 1.J1! ' 0� �o c1� s o o •U � U CV VJ � r a O V X O { . 1 p. • — LL 6 C SHEET NO. of 14