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HomeMy WebLinkAboutSHELBORNE GREENE SECTIONS 1 & 4_08-11-1995•r' LOCATION MAP SCALE: 1" = 2000' 0 WNERIDE VEL OPER DAVIS HOMES, ' L.L.C. 3755 EAST `82nd STREET, SUITE 120 INDIANAPOLIS, INDIANA 46240 (317) 595-2900 F t w "PTAK ----------------------t 4 ANY too: 1r j f 3•.t look,, APPROVED; FOR CONSTRUCTION lowf By County HighwayEngineer i These plans are approved as meeting Hamilton County construction and, engineering standards only and is not an approval of the secondary plat. p l CC HAMILTON CO. SURVEYQRS`�,OFFICE >'���``��� \"�`': �bj4% .. Orr Nuvt U r l N z BY AUG 17-:199.5 .,Si DATE: �.,r,�N? U Approved where drainage pi s comply_ with. Hamilton Gourity`. ur Regulated Drain Design Stu dards only and does not imply x Drainoge Board acceptance nor. seconder ' y plot oppro.•val W CIA Cr,CrA it:•4 1 CrA ./. .�r.R»t9� Z fJ U ;f•' Br + _ . J1 � y. ,y� �-' 'rZ`rk ..•r, ', -�'r; "'"' Ste:. � , ` y ` .a ZIA + _ CrA W milli Z. •....�,,. �_ � � ��, . �_ � - ..,t yv,�. to ,. CCA r. GrA :.S• 8 W O •tom SITE WORK GENERAL NOTES AND SPECIFICATIONS NOTICES AND PERMITS 1. The Contractor shall coordinate and confirm with Owner that all permits and approvals are obtained from the respective private, City, County and State agencies prior to starting construction. 2, The Contractor shall contact INDIANA UNDERGROUND PLANT PROTECTION SERVICE INC., 1-800-382-5544, and all other utility companies to locate all mains, conduits, service lines, ect. in the construction affected area. Existing utility structures are shown here In accordance with avail— able information at the time of design. The location and protection of utility structures and facilities, their support and maintenance during construction (in cooperation with applicable utility), is the express responsibility of the Contractor in the performance of the Contract and in the preparation of the bid. The Contractor shall notify the Engineer of any changes, errors or omissions found on these ' plans or In the field before work is started or resumed. 3. It shall be the Contractor's responsibility for notification and coordination of all construction with respective utility companies. JCC r'LAN 1 riV, JrIGG I 1..DVJ EX. CARWINION SPAY EX. ASH IROOKE SUBDIVISION 4. It shall be the responsibility of the Contractor to maintain quality control throughout the project; failure to do so may result in removal and replacement of the defective work. It is recommended that the Contractor have a qualified supervi— sor on the Job site at all times during construction. 5. It is essential that the work to be done in conjunction with this project be installed according to these specifications. The Engineer will be required to certify to certain portions of this project upon completion. Therefore, It is necessary to obtain approval and acceptance by the appropriate govern— mental agencies that construction was done in compliance with these plans and specifications. Any damaged or defec— tive work will be the Contractor's responsibility to correct or replace, All changes or discrepancies in plans to be reviewed with Engineer prior to implementing changes fleld. PLAN SCALE: 1" = 150' SEE PLAN TWO, SHEET C704____!! EX. ZONDA BLVD. EX. SPRING ARBOR SUBDIVISION UTILITIES i E, SHEET C502 ELECTRIC: INDIANA GAS COMPANY INDIANAPOLIS POWER & LIGHT 15900 ALLISONVILL-E ROAD ON TWO, SHEET C7 INDIANAPOLIS, INDIANA 46206 (317)773-0430 (317)261-8261 WATER: SA, NITAR`(AS€WEf INDIANAPOLIS WATER COMPANY 3 1220 WATERWAY BOULEVARD 10755 NORTH COLLEGE AVENUE BY OTHERS CARMEL, INDIANA 46032 (317)639-1501 EXT.222 (317) 844-9200 C t• :' U HAMILTON CO. SURVEY / DRAINAGE BOARD :4 ONE HAMILTON COUNTY SQUARE INDIANAPOLIS, INDIANA 46220 NOBLESVILLE, INDIANA 46060 1-800-544-9195 (317) 776-9626 D STREETS: JONES INTERCABLE, INC. HAMILTON COUNTY HIGHWAY 51.6.EAST CARMEL DRIVE 1717 EAST PLEASANT CARMEL; INDIANA 46032 ' NOBLESVILLE, INDIANA 46060. (317)844-8877 ' (317) 773-7770 %% ' G E 201 SITE DEVELOPMENT PLAN — THE ESTATES SECTION ONE v• DEEPW( 202 TRAM SEE PLAN ONE, SHEET 0 WNERIDE VEL OPER DAVIS HOMES, ' L.L.C. 3755 EAST `82nd STREET, SUITE 120 INDIANAPOLIS, INDIANA 46240 (317) 595-2900 F t w "PTAK ----------------------t 4 ANY too: 1r j f 3•.t look,, APPROVED; FOR CONSTRUCTION lowf By County HighwayEngineer i These plans are approved as meeting Hamilton County construction and, engineering standards only and is not an approval of the secondary plat. p l CC HAMILTON CO. SURVEYQRS`�,OFFICE >'���``��� \"�`': �bj4% .. Orr Nuvt U r l N z BY AUG 17-:199.5 .,Si DATE: �.,r,�N? U Approved where drainage pi s comply_ with. Hamilton Gourity`. ur Regulated Drain Design Stu dards only and does not imply x Drainoge Board acceptance nor. seconder ' y plot oppro.•val W CIA Cr,CrA it:•4 1 CrA ./. .�r.R»t9� Z fJ U ;f•' Br + _ . J1 � y. ,y� �-' 'rZ`rk ..•r, ', -�'r; "'"' Ste:. � , ` y ` .a ZIA + _ CrA W milli Z. •....�,,. �_ � � ��, . �_ � - ..,t yv,�. to ,. CCA r. GrA :.S• 8 W O •tom SITE WORK GENERAL NOTES AND SPECIFICATIONS NOTICES AND PERMITS 1. The Contractor shall coordinate and confirm with Owner that all permits and approvals are obtained from the respective private, City, County and State agencies prior to starting construction. 2, The Contractor shall contact INDIANA UNDERGROUND PLANT PROTECTION SERVICE INC., 1-800-382-5544, and all other utility companies to locate all mains, conduits, service lines, ect. in the construction affected area. Existing utility structures are shown here In accordance with avail— able information at the time of design. The location and protection of utility structures and facilities, their support and maintenance during construction (in cooperation with applicable utility), is the express responsibility of the Contractor in the performance of the Contract and in the preparation of the bid. The Contractor shall notify the Engineer of any changes, errors or omissions found on these ' plans or In the field before work is started or resumed. 3. It shall be the Contractor's responsibility for notification and coordination of all construction with respective utility companies. JCC r'LAN 1 riV, JrIGG I 1..DVJ EX. CARWINION SPAY EX. ASH IROOKE SUBDIVISION 4. It shall be the responsibility of the Contractor to maintain quality control throughout the project; failure to do so may result in removal and replacement of the defective work. It is recommended that the Contractor have a qualified supervi— sor on the Job site at all times during construction. 5. It is essential that the work to be done in conjunction with this project be installed according to these specifications. The Engineer will be required to certify to certain portions of this project upon completion. Therefore, It is necessary to obtain approval and acceptance by the appropriate govern— mental agencies that construction was done in compliance with these plans and specifications. Any damaged or defec— tive work will be the Contractor's responsibility to correct or replace, All changes or discrepancies in plans to be reviewed with Engineer prior to implementing changes fleld. PLAN SCALE: 1" = 150' SEE PLAN TWO, SHEET C704____!! EX. ZONDA BLVD. EX. SPRING ARBOR SUBDIVISION UTILITIES i GAS: ELECTRIC: INDIANA GAS COMPANY INDIANAPOLIS POWER & LIGHT 15900 ALLISONVILL-E ROAD 25 MONUMENT CIRCLE NOBLESVILLE, INDIANA 46060 INDIANAPOLIS, INDIANA 46206 (317)773-0430 (317)261-8261 WATER: SA, NITAR`(AS€WEf INDIANAPOLIS WATER COMPANY CLAY TOWNSHIP REGIONAL WASTE DISTRICT 1220 WATERWAY BOULEVARD 10755 NORTH COLLEGE AVENUE INDIANAPOLIS, INDIANA 46202 CARMEL, INDIANA 46032 (317)639-1501 EXT.222 (317) 844-9200 TELEPHONE: STORM SEWER: AMERiTECH HAMILTON CO. SURVEY / DRAINAGE BOARD 5858 N. COLLEGE AVE. ONE HAMILTON COUNTY SQUARE INDIANAPOLIS, INDIANA 46220 NOBLESVILLE, INDIANA 46060 1-800-544-9195 (317) 776-9626 CABLE TELEVISION: STREETS: JONES INTERCABLE, INC. HAMILTON COUNTY HIGHWAY 51.6.EAST CARMEL DRIVE 1717 EAST PLEASANT CARMEL; INDIANA 46032 ' NOBLESVILLE, INDIANA 46060. (317)844-8877 ' (317) 773-7770 4 c.4 CO W JcQ, r.Y INDEX_ SHT. # DESCRIPTION CS COVER SHEET 201 SITE DEVELOPMENT PLAN — THE ESTATES SECTION ONE 202 SITE DEVELOPMENT PLAN — THE VILLAGES SECTION ONE o 203 GOLF COURSE HOLES 4 Be 7 GRADING Be STORM SEWER PLAN = - z 204 EROSION CONTROL — THE ESTATES SECTION ONE 205 EROSION CONTROL — THE VILLAGES SECTION ONE ` ' 20fi EROSION CONTROL DETAILS & SPECIFICATIONS _ �+ _' 6 207 96th. & SHELBORNE Rd. IMPROVEMENTS 301 STREET PLAN Be PROFILE — THE ESTATES 302 STREET PLAN Be PROFILE — THE ESTATES fANY 00, 303 STREET PLAN Be PROFILE — THE VILLAGES 304 STREET PLAN Be PROFILE — THE VILLAGES ., 401 ENTRANCE DETAIL — THE ESTATES 402 STREET DETAIL, PLAN Be PROFILE — THE ESTATES 403 ENTRANCE DETAIL — THE VILLAGES 501 SANITARY SEWER PLAN Be PROFILE — THE ESTATES. 502 SANITARY SEWER PLAN Be PROFILE — THE ETASTES.: 503 SANITARY SEWER PLAN Be PROFILE — THE VILLAGES+ " 504 SANITARY SEWER PLAN & PROFILE - THE VILLAGES ; 701 STORM SEWER PLAN & PROFILE — THE ESTATES`- ' 702 STORM SEWER PLAN &PROFILE — THE ESTATES 703 STORM SEWER PLAN & PROFILE -- THE ESTATES 704 STORM SEWER PLAN &PROFILE — THE VILLAGES 705 STORM SEWER PLAN Be PROFILE — THE VILLAGES J 706 OFF—SITE STORM SEWER PLAN & PROFILE — THE VILLAGES 801 STANDARD DETAILS 802 STANDARD DETAILS AUG 901 STANDARD SPECIFICATIONS s 902 STANDARD SPECIFICATIONS ET ..; r' OFFICE OF NAMIL70N COUNTY SUR Ey�HEwl t : 1 ' , - 3ry a SANI. UTERAI (TVP.). !SHOWN FOR' REPERENCEUNCY t- 1 •� �, _ _ SEE. SANITARY SEVER PLAN 8'PROFlLE SHEETS \ Y yf'.. 4„IAJ+� `1_ll ! n ; 4, F•.i - I • •`• `'�� ``:-....'HOLEY- GRADING NOTES '.:8. Straw baledams, 'sediment pits and -silt fences shall �be, 1 � , AtaEY cnunDN,' SANITARY SEWER r' lir', ,>• , 4 �a� s _ _ .. .. utilized to cantrd ergsiaa: See erosion.control r , :.. DON'T LOCATION ALL EXISTING UNDERGROUND` 400 TRP. STRUCTURE - 1. "Dev6llone noted at ceofeNin of street are. t of curb •i ns- -•n fa r;additional 1 .'' r rx MANHOLEa op _ specficdo and erosro de ns tb r _ _ URUTIES SHOWN ON THIS PLAN ARE BASED el@Yatwns at that respective Station,. Information: See Son. Erosion Pian fgr_.adddionai er '•:F. �t i �,.t,.., QIG' UPON ABOVE GROUND EVIDENCE. (Induding,_ LEGEND - - plPortnotlon. but not limited to. onhol Inlets wlvda. 8. - - :r•a-- .BLIT �4Q ' . m . ere. .., .. .. _. Z. See Street Plgn & Procne sheet faradditional grades. an - •i mnl(In 1 Balonce -'The Contractor shail confirm oli'I- „pill .N!K .� r'. •1 I I } , i •" marks made upon theelgrgund by others.) AND .: - . INLET W/ CURB CSTO. street arena - .. 9.' Earthwork, Co r , • ' t,: -.:' ARE SPECULATIVE IN NATURE: THERE MAY ALSO earthwork quanthlesprior to start ofconst.doln, ,•: "• ,. y - ` ; ii 13E OTHER flwS'.nNG UNDERGROUND UnupES - .. ' . 3. It is the Intent of these plans to use ani excess fiN Di excess .g sl confie'w earth is encountered inee • - ', '' FOR VefICH THERE IS NO ABOVE GROUND EVIDENCE - ' 6".CONIINUWS $SO UNDER CURB material onsite Borrow, pits in nonstructural fill areas - - "ConGtictm shall corhl4m:Wlth the Owneredntl EngMeer the -J , . ^ ` _ �• ,' ."-•a 1 " - o ulrement4'm efix Ign removal or tin In of - ' . • , - ' z '{�. a a. , ... OR FOR. WHICH NO ABOVE. GROUND EVIDENCE WAS. Y - - - �:� - •. 1 ... _ - ma '6e utilized to obtain suitable BI material and earth .. _ kit.. g, 1-800-382-5544 STORM 'SEWER - `- "- OBSERVED. THE EXACT OF,SAID '.:: taste lapsan. - _ r _ _ _ , •, * - •ill `.� CALL TDl1 FREE EXISTING UNDERGROUND UTILITIES SHOULD -'. INtET W/.LLAT 4. -Topographic and brmmetric infannation Gam hater is 'S r Q r't '-'••• VERIFIED BY THE-CON'IRACTIXt.RRIOR SSD RISER - T� CSTG, - ..P P 9 Minor adjustments to the grades may be required to, obtain - , 1-800-428-5200 - Italian by others. Accuracy -hors not been totally, �-- To ANY ALL GonsmucnoN. - - - c .. //�� +. • FOR CALLS OUTSIDE OF INDIANA ------'` .' .. IP RAP confirmed by DANS DEVELOPMENT: Typical aerial -` .. o a`• a F'`f earth Sok die ocea: nto' minor lied bq Me r /dr R sfiorta es' are eacWntered. it is r1 ,�,., contour mappingaccuracy Is to ;within enc -half 6" PFRFaTATED 550 / �® '6'"� parties hereto that. the calculotlon5 of the Engineer in r1 ".. .contour interwl. Any dlscreponcks shall be reported to run Ip f 4' - ` • - .. ',. 0 0:50 S Min. J -determining earihwbilr,giiantites shot be'dUmnpi ed In , s u,( the Engineer. The outside photogrometdc consultant j - .. accordance with'the AmeHuan Sodety of-Cldl FngNsers.:' z <:. 5 12 5 HYDRO SEED AROUND TOP OF BANKS rxara, rt. - -. •. -:. INLET W DITCH - STILL END SECTION shall be Solely responsible for the 'accuracy.of aerial r y / 'Standards fm such calwlatione Further;. that these .GRAZE CSTG - . mapping. Topographic mapping Prepared by Lobo Aerial' r d; - Surveys.: 'daltulatians are subject. to the Interpretations of sal Sg 1 i > 4' - . ' ... `,.' ,- :..._ - • - .. - borings as the physical limits of the-„jrious sot types, _ -, .� . - 07E. LOTS 168 183' .. ..... I i i 4 Max. To x. Grade ( < •* "'+'A�*"!�•- r' N • 5. Building pod arses designated fp' in for future also the: allowable Variation In finish grade•and ! .n THE FINISHED FLOOR. ELEVATIONS ARE _ '. :.'.' 1W YR FLOOD'EIEV. VAPoES SEE ' ' 1f- `._ „^'-s, ' a '; 70 BE. r$Ei AT A MINIMUM -OF 883.0 F-. - 1 INDICATES IRREGULAR PAD : buildings shall be constructed of suitable fill material .compaction permitted tie contractor and that all of 1 _ - _ - _'- ' ... yC.• eye _ , %`..' " : and compacted par specifications An NI meas for .:these parameters may. cause edtler an :excess a Sh0 Qge�. b r - t TOE IN BLANKET 2' Min. ' ! "", ^ r Y-',• ' f y ' building areas are to be stripped of tapson prim to of actual earthworkFinaterich to umplete'.the project ' ORM (POOL VARIES 1 ..• .. • : -.+' �, - - VILLAGES PAD TYP.' - placement of fni:. - .If succi"on actual nilmr excess or;sh mage ofmaterials N AL 1 ES SFE PIAN \ J '. ` -: .. :._ . i .. _ _ -occurs: the contractor shall contact the. englneert tf ab a ' 889.6 / f .•,_J;,' ...,� - _ - 6pt-.�- \ / 6. Contractor shall preserve existing trees wherever determine if adjustments can be made to :corer he ,Q a r wF i 1151 FRO90N CONTROL BLANKET ( S150) Min. REQUIRED, , . ' .' .....:+. : _ - - - pons@ie.' Owner and owners representative shall be in6alimce a earth. _ 05 3' I 14 tt _ 'nr _ _ consulted for cieodng limits. Clearing limits shall - -7• a r consist of all trees within street meas. utility 10.. Spot: Dewtions - N -during the construction m survey '101.5! aI I PROPOSED. FLOOD ROUTING Installation limits and cut and. ml areas. Cleared loytwt process IL id detemned mat thee me. � "l t -�R TOE IN BLANKET 2" Min. - "- . , _ - .trees may be buried onsite at the direction of the Insufficient t elewtion - xsw ... Y stn ProPMY construct the m , ✓ -: owners representatim - project or ♦hheeadesige-grades appears to be too steep or e 1 x \ � 2 ..- •�_.. O ; D O, �, 'a• , 0.0Q flat for on-site conEiBons,.the contractor shall contact, SAFETY LEDGE .. ij. 'y} ...-. .. 'Few I � PROPOSED SPOT' -GRADES .. _ i r q a ,S _ _ _ 7: All topsoil shill, 6e placed fn mounding areas and • ` the engineer -to adjust dP add addklangl,elewtfons as ti 1 r.:. �\ �'+ G nonstructural fill areas. Upon completion of mass required. j + rj earthwork, topsoil shall be spread to depth of 4. to 6r' .. li I„a C: C ,1 . -,-t `ya. .: , ., , Inches in areas to be seeded such as take slopes. mound . 11 lhls engineered site plan does not disclose the.rag111ied < u�z i�l i ., u•., areas, areas between curb and cleprin IUnits, and ani r - . 9. - 100 year flood "elewtlon-m wetii nd restrlctlohs In timplfan55e `• + x , / ,; - ,` .� £ - - - disturbed areas outside of building cad parlung ureas' ' with' Yequlrements of She nidlona Department of Resowcee7(INDR) ' n (TYP.) SECTION FOR BAKE - • : ,.`: ; , .. 1 .. .. ' tile. U.$ Am Carps of:EmgIneers of:tho-Fload.insumn2e~Rota ' .. NOT TO SCALE __....._. .. i C,� . , \ } I \.,..!. t „y ,SEE SHEET C706 FOR OFF-SITE STORM 1NF0. - Mops (FIRM). The.lot menet •err his engineer should cinsult'these sources tiefine preparing apecffk site.plons relating to building fmpnhse satsFcm �� -a.- _____ KE 8 '- i ---------- ..-•TMeBixwtc NEIL 4 w, - F F .. !- ... ...... • Iia. _ i -. '.6a1:O0 : +%'1 UpV • COJS1RUCn 4 OF A 1EMPARARY SWALE TO� BE `. -. 1\` 55,112'52" :, j *,\ RG R/ ': COORDINATED IN FlELD FOR:ROSt11VE'DRAINAGE 'fin }h: .15.65'. - .. rA (TVP.) �~� f `.: r BBNB S' Or UNOERDRAIN CAP?,: l +STREET E 1 r .. > i � r SEAL FOR FUTURE CONN ON t i xtf -a y • r ; 3 V 5 5 n 1 I \\ �,'A. rn=Baas.' a 1 t. i'TL=880.5 i '.N['w ,¢ .new VI ry 7`•Dr^� 48 fi. J.T 877.5D/ In !: „ & U E ,ori' 9 Q8•f -i- NEW TEES ', Y _ ...Z?�G`, 1p .: ^4a, - i LE=�B7.750' s - \-`O•Qy i ; rJ i ,:N NAY' #srE rt 741'E. a /. 09.25 \ \ t r''Y a r py �* E 4.4�H ✓ 178 � \ 5 ms`sIF „ E 11 5 02'57 30 - _ n=vnaeevcu vvn.+mr.�ay.awcfa..mn.:r'.cm 1' _ �.. - � .. ' . _ -- r .-.--_._ y� c '` d> 2.5 --LAKE # T�eeao 713 100 YR -'.881.00 ; Or 3 _ i .y, ::..,�....-.:a,,....�.•..,.�- Y',,; -7., =."I".. 1Y"`.. k, 4. 7�� . q `4t •uf` / . 7 s:O;• _ saz5 180 r 183 - 100' OF 6' PERF. 550 O 0.50 R Min. ;' 24+ 'r';=,✓�5 o oe•T , _ ._ .. ._ `' -�m / _ �-. '..O Q 9' Tc=892.3 i5 /_ ,w,zs.^ " SEFt"• acs, to U.ED beer !a'y r 53 s J _r4a 6 24 .-- :.,.�.�f• :.,a+:� I fez ant' cad sari ' / n. ;, - /.v' ...e ;;Tr+°'> .__. 120 D.& I asr 882- -8 82 -- - I� '' �ti> r - -- � I --- 1 8 --"- ----- � i 1 . •� �g ;� o• \ s ^; ,Tt +N � 8827 i ,.. -- ---- _- o _ \ c a �� �.J d r - - _ _ - - - -� .r _ it - gyp " 1 L Ion 159 I 160 I I� I� �I I� - _ ' .. I 20' D. & U.E. I 8. _-_' I i. n � �m � 161 � =881. -- -- �yI _ _ _ L.. 167 _P � , i,2 `-' 'y TL D 5 & - � � 15' D. & U. �..-.fid 1,$ _ �-+ �. T 3"D9+26� f- II E 4 -- -----1 ----, - - I 1 v h-1 58 I ,eaa.o I1� ,884.3 I ' i� 162 I I : I 165 I 166 I ' ,' �, - a �.., � 27 i i 157 1 I j aaa.2 I 163 Ii.i 164 I 1 �� - 1 �- 1(- � , e. i sa4.o I o I I_ aG' •J I I &a3.9 I I y P I a83.7 � I 156 I +884.6 I I oro' _ J I 0 1 883.4 883 6. I I 883.8 883.9 L _ -4 , I I G �: _.a • a+ £ o a Q 1 154 I,I 155 _ _JIL J I 2s'F3L i ,I 168 a' �� zdR a,.6 I g i 153 I 1 alas I _ --- -- 2s 6L - - i 1 - s I 885.0 I 684.6 i 1 884.4 1 I L '�' TG=ere, r I se.o 1 aril & U.E. - - _ _ - _ _ - - - 3 - - - - - - - / r : o I 882.5 .'�,b ti • ' •L .�•..-. - .T U, �: oc v1 i L - _ ` 24 r. Zan• 21 ers• -_ - -- S aaT 8 / s n ) or d(/ o i` �'1 FA ` S .6 ^ _ 8q ue ... r - ,yg 1 5• B.4a. - �t .� t . VI Q 25' BL _ - - aa• ua' ] sad OsaaU.E ® .� _ 6 �..-. 2 C 4 15' '.L^ 4 �".�, aL0 Q 5' DIA U.E. , a g sed n et.a e+ I ': - a� - _ t x ax.o• r fS23o ++am• g+ 0 1D+ z m .. .:. � f � � off; 6 169 �en �. F� .•,•d w i 9 26 � x os-naz w 0 . 2. nam' - �- - _ -- - - mx: - w NI LJ 882.7 m•w salve' A+oaINNISBR00K., -,•- w _.:..� TL_ag1:e r '-y...ArA.,.,-. - - - f---_.�-(•�' 3? 15' S.&t_L - - Tc= 35'- 9 i V _ oro' a+.a'._ >,.i,r 515 -} 4-' oro of ., I 25' 81 25' BLV 83. I �,� �/ Bei •a 4� , 8827 \ l .t Oma-' !" b I 1I m.A'- C� I , 1:• I jam/ 9 - r 40' ,n . 1 I 1&835 0 141 I I 1 142 1 146 Il _I 14 111 = �- �s ser 5 I I I I 143 I� �'.. 144 �. 1.45 I 148 I m 170.- (- 40' 0 +883.8 I 884.2 n _ P P 884.0 I 883.9 I (n J �J 1 1 17 0l // ,884.0 Y I� r 683.9 I al - m R w ! - r s' BL I D m , ,883.7 ^, _ JI �� �I 884.5 I 8.845 884. I I 0 Z w „ s 7 it i Z 134 L 11 135 xW. I 36 I l i 137 all 1 ' 0 3r L_ 10 f © 1 as2s l ss2.7 1 / Q l� L__J I. JIL__JIL--JM.. Z� �.N��,� �� n „o 'ID U 6 P ,684.2 1 '1 ---- J L _ _ J �- - - --- _ s. <"/ +' s882.8'n O.I1' ... k0 1 i N 00.00'46" F 884.5 I I 884.2 0 27 - I-_--- �L-�------\p6�.._ 45 J, o Z a 884.8 i° I 0 - ay ,.•1 ----- 1 ---- - 2 I (I f r 11 Tc�eals 5.0-u.& LLE. - 38 0%3' N J1. hn� r �; 3. oar _--- ...-. m.-- • • 20'`x,& ex ,a' _ 'b> 1F -_ --455' Itin-._Hyl --- J .:, a seri ea I 4 J J L --20- - IL I - - <. -' - _ -�- -°€- -- 1 � - - n R/w .. $.D.U. E. ..} x� '"- X99:1- ea. , e 4fi �-- I � ': � • - $$0 HIS 1• e 5. _-_ r '\ RI5EA5 y, 985.5 5}A' ^" / =.U. & L. E.� 550 RISERS 50 DECEL - _ =r ON-A2CS-ESME -�t_ _ - -- - ---- - --- --- ------------ --- - -- - ?" --- -- ----_- -- - _ .Y \ 15 D.& V.E. k ,__ __. - - ' __ --'- - ° •..- -- -- - ,.::.... _.... --- -- ------ ---- -------�-ere---- -------------- 10 0 � A. -F-- - - LG" LE.=Ot)t 45 56 - EX- 1 _ _ _ _ 46 -�� D' 1g0` OF fi' PERF. SSD 0 0.508 Min. / j _ 25 Lad aT� o-- - - -- - 550' OF 6' PERF. 550 O 0.50 R Min. Ge .m 513 525' OF 6' PERF- SSD O 0.50 R Mln. (2) - 795' OF 8' PERF. SSD O 0.50 R Min. -- _ -- - -� - - - - - - -- ' -------------' --- ----� � _--_ 801`-••^�. 1`. .�>- � -,- __ r1 "-.- - 1 1 / 7 t - irr_y mr ._ _r -• �; _ _ _ _---iiez -- _ _ _ .'-,_ W 1_,_ - a •; y..r... ,, ,-. w I T '' . I ' � oDt FAsr saE ❑ slEtBcexe rm. - -- - _ `#h -..,, - _. : t i '�. '- - ! ,-a 0 A_•_,,_ _ ..ea I I I I t' ma aaPANBrr cwltLaaiE•to - - _...... - ' - ::"" r• e�1 r n--..------- 'POWER POLE$ TO BE RELOCATED (BY OTHERS). _ \' be .-.._-.. �_- La _ -„j-7rJ-"-'<ri �-_ o �.. ,_' _ - :: I ,' xoATx s 50uTN aRaaERn Bonoatr Lc-eeo.to .I'nt pr . _ r'- S _------_--- 1 /_ ----" $y. ___---- .\ .ri-.. / _--_-_-- r---_- - ` ----- - - - - ------------ - - - - - - -- -r , _- .moi (U a.+} -�-- -- -,1 ._-. t I'•,-, ------------- --"• ---I R ;I r-- ..., ---------------- I `� I - -•' I NDI A �G -HAMILTON CC.:. SURVE�YOR.5� OFFICE _ �X. I SON. A i - ..I �.....-e4 -LSI, \ I I .. .. call ORM�IaNR � AFFECTNEEDD _ . COV To AgPJSr SRWA ca5T49C5 Z 1 Y OR SNEIYAIN CONS COOL CJ 3 .. ..\ '1 w ISNm GuTE wua+ An - _ _-^I • - •- I I I'p l..l -- -- - - -- -- ---- ------ T`=---- =�_ �, I By Swaa OR soEwAuc ml(sAornai. ____ !'11. _�: :I .. ��.'.- .I.I �D.I'- i. - �4re.. - Y .y^,,•'. - ::, ] e, ED EX. ASHBROOKE SUBDIVISION II �'I. y �_ `. 1 i _ V , I j l y AUG 1 7 laq. OR SUBDIVISION ti.. .,l .. _ St�EET< Y .. veYa 13� ' i� s EX. SPRING ARE AUG 11 1995 •;F DATE; PAVEfvi N.T W�THf-RIGHT-OF-WAY ---- . 1 ' I 1 ' Approved where drainage Ions : :.. -.: , --____a' :. 9 G complywlih.HdmBtom Count - j OFFICE OF HAMILTOB`WUNTY SORV .'EWilt--_ County L'--�;•F,egolotea D•_mn Design Standards: only on¢. does `- _ not. rm l ,:'. ;Si SP O.. ... - r 5 .: • - I'-1 .PROPOSED GRADE � I . _ _ TC=878.2 ', 4 Max. (To Ex. Grade) / I - I T C 893 5 ; - ' I `. -~ �__ � �NEENAH \ 5 100 YR. FLOOD ELEV. I - I i 1 F- - I R -1772-A " CAUTION " NEENAH - ` VARIES SEE PLAN I ' , - E ' -�. - EX.+ GAS PIPELINE +SIZE &DEPTH NOT KNOWN AT. THIS TINE : R 11.772 A ' + S . 1. --------------- HYDRO SEED AROUND TOP OF BANKS _ __ 3 �- - " - 1.. - 11 :. .. ,--- EXISTING GRAD NORMAL POOL VARIES SEE PLAN 1 TOE IN BLANKET 2" Min. N.P.= 876,0 t - ---- ---_ - ` 876,00 '.: -_ AREA - .. �OU,aaeamu111's .. .' - EASEMENT - -- - - _ THIS AR ..., J :f 1 - EROSION CONTROL BLANKET (5150) Min. REQUIRED -1. . I - � �� , T o. .-: - <y 4t - r fi-. .. . .. s i ` TOE IN BLANKET 2" Mtn, I b '+ 470' OF 15" RCP ®7.48% '. - - ` •.11 I:. V11� i .tO.t, -m 2 o _ _ .. -669.15. 869.75 - il�'yA" .. ao+�4III I h - S:O �J'alluyinnl',• tt a G . T N - - r :. _ .. o . m t c`=i .:: . _ '. D TYP. LAKE SECTIONIll: , `. , "I N D m - T 500' OF 15" RCP ®1.46% - . I.D NOT TO SCALE ez1 . . 8 - . . 861.87 861.87 861 DO DATUM 860 �661A o fti.w 1.m . - IW 0+00 1+00 2+00 , r , " 3+00 .. 4+00 .. ! ".i? o RIP RAP N. o , "' 1. . .. I 9� 01. 0 ¢ Z La E �i 6 ; 01 _ 0:: I, 'II ' I- '+`"• p) . f,j \,\\ /';,• DATUM 85¢ m w Q a 11 li N -• I 1' . ` f _ 7,! •~' . I i .. - . 5+00' - 6+00. 7+00 8+00 9+00. 10+00 0 /. , ff tn: I I 11 , / `�I, i / ``', \ ""t� � i i j%J f - . . R. -.. :`. .. 41 y ty ia/Y ' Ek. GREEN i .rvi �� t �� 1, I'/ ; Y - - �� ■O 'L� ONE V� a ..n, m V. . f- / ! it , ! /J ' r i I i' ^ - VERT: 5' -1. D r„ I , '` SCALE t +_ i r'. / pt I 1 it „T` 4 ,,� ,`•....r _-__'_•,� % i' 1 ry� HOftZ• 1' a 50' . - _ - 1. / , I iy -;1 ; ; /• f'' h '' - NOTES : m `` / i,. q I 1,~;• ' t • r_ f' '.' rT ,14 1 1. CUTS SHOWN ARE APPROXIMATE, TAKEN FROM EXISIING.GRADE TO INVERT.OF PIPE . 14 It i I r q� n, wl�*` .;;! .;,. 11\_ -----•'' . , /J /` ` ;•,♦„ti /�- II TIIQIE'f.. - ' CAUTION: 2'FlELD ADJUSTMENT BY ENGINEER MAY BE REQUIRED. AT -ALL CUTFALL POINTS TO Z \1�""Q"n�.css' / 1 II ( T" i •` a . ."r I i - . •. � / NT"r" . 5E✓;. ,. INSURE. PRCPER.OUTFALL CONDITIONS \. I t I ,,,,..:-. ''' f"" 7 .• ''v. ClX7ADON :OF PLL EXISTING -UNDERGROUND I i • �L"'`� 'Y /' �# i '., NEW SANG TRAP •e - ,~ : I' \ 1 ' U7IUTIES-SHOWN ON THIS PLAN ARE BASED t1 •`ALL STORM DRAINAGE STRUCTURES (IE: MANHOLES, CURB INLETS) SHALL HAVE. - ` ; '.1 p G 1 1 _ _ , . UPON ABOVE GROUND EVIDENCE ( including, j ` •'OURED FLOW LINES AND BENCH WALLS -THE FLOW ONES ANO BENCH WALLS SHALL • , ' ,9;� ,�{ �' �„ I : ' fiat not IMlted to, manfiolea.lnlet0.valves, 8 - I BE, TROWELED. SMOOTH AND HAVE'A BRUSHED: FINISHED:I ll / BLIND /::, / /- I i , Ti " /' ,marks made a on the and b others. AND I r : + g .. ,. jL, ' 1 ' P EX. Gf�EEN EE S1JBD.fViSiQN P go y «:' 11 ,�, , f i ;, -.• �`•..: `�� ARE SPECULA11Vti•IN NATURE THERE MAY pL50 `'�'4. ALL STRUCTURES SHALL HAVE CASTINGS, JOINTS, LIFT RINGS AND PIPE CONNECTIONS - ` 1" ¢ ! , J , ,/'/" ,Y �� \_ `. BE OTHER EXISTING UNDERGROUND UT UTIES WELL GROUTED, TROWELED SMOOIH:AND BRUSH RNISHEO. � � -'.^. „ / 2 I ly`,T, , . j ''.. - . ��. - FOR•WHICH' THERE IS NO ABOVE GROUND ENDENCE tai t. I d AN COU TRY �LUB / 1 ( I / _ _ - OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS $; .00CUPATIONAL SAFETY AND HEALTH AOMINISiRATON (OBRA) STANDARDS FOR, } Ot •I f1 J I . «- .. QM C=.�.� kV " " `♦,i In� • '`'� ��\ "+ - - .1-800-382-5544', OBSERVED. -THE EXACT LOCATIONS OF SAID EXCAVATIONS; FINAL'RULE 29: CFR PART 1925, SUBPART 'P' APPLIES TO ALL I ���. I fb •Jr ,...V ! '/„"-..~ - .. CALL TOLL:FREE �i _ 7 I - '\ ` - \ E%IS,TMG UNDERGROUND UTILITIES SHOULD EXCAVATIONS EXCEEDING FIVE (5) FEET 1N.OEP7N. , Yd N . !, "_� I 10 , rt I ,i�ij'� .• , i L,. `, - ' - . I -- -1-800-428-5200BE VERIFIED BY .THE CONTRACTOR PRIOR f A y i O - 0g ire /� .-..\ `. .t'(• I. , _ ..-% '.' F--`--1 �' ` .. 1-... f+ 1... h t�N J \ TO ANY AND ALL CONSTRUCTION. . � r , d- ` , _/, f ,, - f v �r i �' % "-.,L ,. ..I. I - - FOR CALLS IX1151DE.OF INDIANA., Y," IN ADDIIIDN. EXCAVATONS EXCSYSTE TWENTY REGISTERED FEET IN DEPi13 REQUIRE THE , �• I ` T i r'�V'r"`, I I I 1% - 0 DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER :� we i 1 , I' `"rS,•• i I i - p e �`'" 9 -- IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH THE : :U + /�• Z l ,1� / i, -� /'^`� • j ' i,% J N. � I .. __i' H i \' -- -. ABOVE STATED REOUIREMENTS. - : yU'„ Q O 1 .I <. ._ - r - IC / h 'r (/) ', I i f'• o't O - - I J :• i i - r 1 - - ', it ` , ,'. Ly1 U / h I I ---- +",4...._, /.,r"' • - JMf �. I ..�- // . COORDINATE STORM CONSTRUCTION IN PIPELINE EASEMENT ', '< jTr i , t•Ll l d, ,i r. `` ' - ,ti s / 8 .bt L__ -r------ - of ' .. s'�. V _-f� (n / I ts' ,„r - J o 1._ ; _ - / o _ I WITH,PANHANDLE EASTERN PIPELINE REPRESENTATIVE I ., i _ �i r ,v I I, ; - f.,.11. ` I 2 • / •.T' w"`" %`� /1 I Ty.r' /:/- f PRIOR•'TO PLACEMENT. OF PIPE IN THIS AREA. I , ,O J ` \. I (l /4/ / �It /1. __ O .. - - r 11 __ \ \ '♦ { _ .1 '^ • • ,. • i i i1. ______ _f. 1 } 1 I T 1 1(' ' '1 IIVw,V( '� \.'� 1/ o� .i ,I i .<+•'r4\'.. /: _ - t• / O .,./ /",.. \I lm \ I - i1 I ` i i ,] i .r T7, Z y.1. in . 11 ;p / s U , 1 A . I I �' ', ; i �' `% i ' r A" �.. / A �______________'1 '.\ i N i •.J I .`: L i t, ` J `"lu'...� - '. L p I / I • =•' ♦ %,T / - - .' i 't f r r--" I' , • 1 ___-i r_ -___J f - .,. -!�� • C Z ){ f • r " __ Z / i I11 ` • 1, I .I ' - .- _/ .""1. LOT 7'. I. • �; �; .. .i : F ' a` -J II..L ' '1''. ri ~r p. 'l,� l. �:'.� 1 ,I' 1. I .rl I . i r / r 1. / I % V, ' I •I' / r IY a'•V• /.• '� f 1, ` `w_ -'•.� -UJ 4 1 T .6 � � _ Y� % an 1 I ij ;N I�� ,' , �, \ " •,wr, .. ri'� ra" ,... i ...CLEAR EXISiING/TREES .,,,:Y / 1i sa, .,n .' ' I r i �• _H 10 0 l -- i/ .. r 4 ..•If`r� - i YL,1. i� .�� ��1111kA_,;, �,yt., kM �. .. , D FO ,n , b' j„YL . .0Iyp „ t , .. p - - 7 `tel', ik n m Irc-J "..e_v; '„_'o- r r , . _:. , , ✓ I B l l t ....r.. _ :... _ / , I I 1 , .. II I -v- + NR Y .m.., III . _ _ r /. I W ' .I --- .'r. , - + _ Y t / \ •,wr 'ta:L- - _ � _ ,.- 1 N 90,'00 a0 E'' , J , / �, / /. •-. •,.° _: - -... ACTION ONE ; IEti I ,gi:IZn .� ../ , - -•-,_ -- I Afr / J I - �. - .. y y .. t.>, yam.-. ._,i:,,>... .. ':: .Q,: l , 08 ^Y o.k.... .� .1. { - - - - - _ SHEET G AD�N6F& HAYOUTOOFSLAKES i I-E.I / O I �4 �t J Z D ( , r ew .t:7_a- 4. � / 15" -Y-p - v: <. n _ _ - - _, _ -_ - - T-. - - ,'3/i . . F.-'. , f c. -_ ( I 1 , _ _ V I, I pp L� 4 T _ LE=873.00 �' I �+-%. `.�, � � " ' rr 1 ~�I J: \ ti t ...•-:' S '...t \ / IlL % _s--_ �- - ;„ � I � I[ , Tt G10 �` :�, _ STA. 4+72 - --CAKE' 3 '`` i t , /� `•.,... �� l •,,..' i'•, m , r. LE 861 Go--•..'. QI. I . \ STA X472 . # /� '- l - }. MANHOLE , MANHOltE y'J q , __� NPa=-8610 f Y_� ✓'I.Q ,I a 4 // I Jnr{ - '-STIR. #GO9 - '�., \ \ . /,,/t 'y+"'C:SI. #G0&`� i /.(" 1. I - _.`<,.� _ � I f c "' t ' J # FLAN ONS k j,. _ w ,, ` . STA. o+oo ,` xzs E rr,�., ,' i / • - . . % Y: �`. 1 1 END SECTION Y ) / a i cn STIR. 1310 .- m ,, , j{�\� # ,w , .r _ i I' - ` / it __ ___ _ _ "- .' + O / 1. "' I•; •n /� .f % -�� r I ( d l ` L ____________ 4' J. e__ _ e r . n , • . l t ^ ,� _� s -.far .__ __ ♦ 1 _ I i - LAYOUT TO - - \i/ .STA. }0+33 : f, , Y,.; a m , �- I - -- + ,'- ... , ', . / 1 I ~ - --= �. � E SECTION Tyr _ _-" --_-_ - _ __--- i} t f' �' ., STT. #.G07 / r�' i . t - \ •w`-_ ''' /. . \ r r: /. m RESHAPE EX. IEE a , x y . - -- I \ f , r" - s ! _ ' -_ _ S f en �. .' i ' I.: r 'I ~ ', -7 1__ L _7 - _r I .1 �. i./ t I .,/ I' , .�K, 'Jaw,+/ O 7 - `-- _ r_-_ I r , W /n ----- -- , E S O NW2- --- _ - - / ' i ., a �. C' HAMIk'?''liM,.CO r -< ,• r i' -�/ `' I �1 1 � O SURVEYORS OFFICE '. •••y •. •.rt , � - � -_ _ _ ,' ��' c VYc .._: _..-.. _ -_. .. ♦^ I G-�^""�_���c Lr / , J'• t __T`- _i, JREMOVE+&�BUN ,♦T i•'^ gj' yi \ ' ' I - - '1 ! r i d' i.. r , I. I L T•,wr, '!�. N N y ., ia, .r . s : i.•` \ I T� _ - l : r t':yy (•/!- .. T i ' I ..., .. Q '9 - . O . '1 r - --- -- -- E'19CATE.r C / 1 i' t Co i-,w<'•� , , / .. ., �V 'i. I r -' rr II - '% - qqT l - \ ::.C�1 I-II .� I N Y • ,; I N t (� a T _ f_ �r j > , ! - : }.' IMPROVEMENTB IN THIS , i - "t .. H �R ,! v /', I. _ ` t b�l ,,,� './ / • �', '.' - .. �' �Z •. ^� / G \ AREA-BT"O7HER5 ,.•r,1 ',.. / /� _ +c'4. \ o .. s Q` I:s I+ • f , I 4. _ t1,I - I ,/-NEJ! �E ¢st, w 1 /3w I ,;% ti ,,d ., (/-I . Bti AUG' 1 7 1995 `, , . a (*PIPE wcwDED J r 14 r J . ,-=l ' \ a - ; . y.,,.a* i ( VE 'w. OJA'I':- - i�' I `' -..r �1 � / ..-/ ! \`.a ;. r/- 'C✓_ D-' ,. jjjr . r .,---____` r -' , - APP Y_ ere drainage Ion . 'I ! I + fir.. I .. J a -' -"+ j(1�1 jluP .,., .. •.` '-. : . s,:compl with Ho,&Itcm Uht - I ! 1: i- R i 6 • ___ „ _ _ _ w. .- _,,.,.. Regulated Drpm Desgn Stondcrd3 Y' + " • y ' , I.:+ e • \ \ -^ "--._ w•r- ___.... _- '¢nly and does nnt..Im I ,: "I t.: I 1'1. 1 i I I. . I : :r"r - - 1+..>sa 0_ -,L: ro --_, w+w,•/ > .• . - Dromage' BoarE'aeceptance`'nor Secondary - - I - Py' - ,.:. .. S ' , ,NEW, r' .:SHEET' m dory. pint nPProVQ, a '.$ . ,', F ,, `. ( - - 1Ea 1+,�' ' 1 r AUG 1/i 1995 /•y 1.T BE PER SPECIFICATIONS ON SHEET .20fi SEEDING 8o- SODDING :OF DISTURBED AREAS ON_ AND AROUND GOLF COURSE. TO ,BE COORDINATED WITH GOLF COURSE' SUPE.RINTENDAN.T.: �. a/ NOTE. EROSION CONTROL 0. I rD{RcoDNTCsu6vEv$R - G '- ;I OFNCE OF HJ�MIL ++0� ' J W '., - U .. . ` 'm \ - Y.' 47 '"' .vim, '•^` "'"•'.�.A.•-�-s-.; ( PI.Mic Peg STEP 1: EXCAVATE THE 71RENCH STEP 2- 4" (10em) VERTICAL FACE STEP 3 - WEDGE LOOSE STRAW BETWEEN BALES — 4- (1a STEI SACKFILL AND COMPACT THE EXCAVATED PLACE AND STAKE STRAW BALES 2•X2• (Semx5ere) STAKES r TO 12• INTO PIAN BINDING WIRE OR TWINE STAKED AMD ENTRENCHED STRAW BALE. /'— SOIL COMPACTED TO l PREVENT PIPING SECTION STRAW BALE BARRIER INSTALLATION NO SCALE YT POM NO pC1VAIE A 4Y! STEP 1: IFIE ale LPSaE FROM NL Alma M LK OF POSTS STEP 3: ATTACH RE FETE FAM TO 1—' TIC Bit FDRE NO WORD { R MTD TIE TM Y (loran)' _ ' _. FILTER BAO(RLL AND COMPACT THE EXCAVATED SOIL PLAN SILTFENCE BARRIER INSTALLATION NO SCALE SECnaN 02930 - SEEDING SECTION 02910 -SOL EROSION CONTROL SCWEN(I. SECTION 02912 - EROSION CONTROL BLANKET The, �fdlowing a a Fist n sequence of construction acltViti" to Erosion control blanket shall be a machine -produced mot of 100% 1: Scope%d1 Wilk '} control sob erosion: agricultural straw. A.lempaay seeding,mix(ure shill be used in the areas whero The blanket shill be o1 crosalmt thickness with the straw stripping orfits have been grocti shot be used far sit .a 1. Contractor shell install sediment traps and straw bale - end-eosion protection. After goring, dI cionstnlCl"IM +, - filers, as pad of initial phase of my work to insure - evenly distributed ow the entire aeoof the mat. The blmket - aim are tor be'oeeded. SEdd'ng or ril g shalt be used maximum sit reteni'Kn oo-aite. shall be covered an the top_ side with polypropylene netting all sides over 2% slope and embankments n excess of 4:1 having on approximate 5/8 x 5)%' mesh, and an the bottom. with a dope if cola""lu+ 2. Moss grade the site (sides of srooles, mounds and prods to be polypropylene, netting with an approdmate 1/4•' x 1/4' mesh. The seeded and mulched immediately upon completion). Temporary blanket shdl be sem together with cotton thread - 2. Sodding Locally grown Ruegross blend uniform nada seeding shill. be required fa all swdes and disturbed meas - type, dens4 ad thickness that cannot be final seeded within a time period that wit - Straw aosim control blanket (a low Velocity channel Irving).. prevent Q - dope session. Fa temporary seeing, the - - shall be S75 as manufactured by Nath American Green, a 3. Permmml•$eedng Mach 1 to Yoy15 and August 10 to _ G 0 _ contractor shot] utilm a fast growing seed of either oats, equivalent. 6odon control blanket a channel Irving shall hove October 15. (Data may wry at discretion oI Landsrnpn v, annual ryegrass wheal a rye depending an time of year. the fallowing properties Architect depending an weather ccnddims) Disturbed areas shill be kept to a minimum at dl times Material Conlmt: k Swdes/Slopes:: -Blended mixture of seed shill be applied ••, , H c°•• I Contada shall control mud accumulation an all streets surrounding project by nstding store arfoa at dl Straw 100% (.5 Ib/sq. yd) (.27 kg/m2) > at the rale o1 110 pounds per ocie The mature shot locations where construction traffic leaves the site. Dud cor l of 4W Mustang turf-t)pe, Tdl Feswe; 30/ Bull shill be kept to a m"in"mun by utlang sprinkling Calcium Netting One side rightweight photodegridoble a Wabash Kentucky Bluegrass 3DB Fiesta Perernid Chloride, vegetative cover, spray an adhesins a other (1 Ib/1000 sq. ft. approx. III.) Ryegrass and 10f Redtop Bentgross. approved methods - B., Oraded Area Adjacent to Povernen4 BIenled m&I" of One side heavyweight photode i ddvle - • 1 4. Maintain all filters and traps during construction to (3 Ib/IfgO sq, H, approve wt. -seed shot beappliedat the rate of 90 pounds p& orae Z o - prevent my blockages train accumulated sediment. Additional The mixture dill consist o 35f 4ustang tui -type Tall • seeding and straw bales may be required during construdim Thread Cotton fescue, 30f Fiesto Pseeumial, Ryegrass and 25f BmH Or as specified by Engineer a Sol Cmservatim So -Am. Rip Wabash Kentucky Bluegrass 3 ), rap sholl be placed in seas of high velocity stream flow Physical Specificotims (Roll): , x .I W w o (minimum shown size Films) m. d payment is adddwnd rip rap - Width 6.5 foot 4. Tmgoray SeMng , (not shorn an plms) and seeing shall be paid fa m o unit (�) - A Yo 15 to Au st 1� 400 sae Anrtat bass y W. / Bye9rom' ,u I - Length 83.5 foot (25.4m) B. August 15 to Nrnenber 15; 2 gishde/sae lett (gran) a .heat � I 5 Cmtracta shall install an smilary sewers, storm sewer - ;C: Marh 1 to May 15: 3 bus6eb/ode Oats subsurface drains and water mons Sill barriers shall be Weight JO his +.10% (13.6 kg) ` _ K installed o all slam inlets (inducing street inlets); and - - - S.:Fedliza: Commercial andyss 12%12/12'opphecl cd-drali Ara 60 sq. yds:(5Qn2).- all 6aihage swnls o 100 ft. intervals o 600f/sae:.:Apply time to raise PB to the level n"ceded for spedes•beinq ended. Work ferty¢er and Ione hill 1Ae ' " 6. All proposed street am shall be paved " som " possible Site Preparation _ son to a depth of 2-3 inches _ offer subgode is Prepared. Smooth Bode and canpad all aeon to b covered with mol. 6. All Hydoseedng shall ben accordance wdh the patedgg 7. NI disturbed arcus shill be laded rail mulched as - Remow all rocks, dirt. clods, grass dumps trash, and other. requirements spedfled obstructions that oil fill mat Iran ground surtax- . 7. Mutdit Wood cdalose fore may be used whet B Contractor shill mannan on temporary erosan conlyd - Anchor Trenches - is made by hydraufia: mulrhng o the rale o1 measures throughout the canslracim phase at this project -oma Straw malch oy be used land%applied un'iloredy n o r ) � and remove all temporary erodm and sediment controls ably - - -the mol must be anchored at IM'upstreom rail domslremr ends o continuous blanket at the rote of 2 fens peen sae wflFdrr 24 < when there a a sufficient growth o grand cover to prevent theprotectedarea and'nlermithai n between. hours of(rs seeding in occordcnce with SectKn 629. ,j� o > further erosion. - Excoriate end trenches to a mhdrnum of:iP deep and 6' wide : _ z cit beton parng maL - B. Sediment centrd.Fabric Fabric shall be narwoven, - Dig ntamiltent check dots 6' deep,by 6' wide transverse to cmoruatan composed o pdyprdpyfeee rail ahpq be a mat o approximately 25' Islands _ ultrmidet stabilized:- - - - - g. 9 If temporary sailing is established pea to permanmY Seedn - - seeing, the mdch may be damnaled. except in, baa' areae, t I f Seed and fertilizer shill be spread betas mat nstdlothon. "10. If grading occurs Juin December, January, a FeMua np , h•�i - - Sad type, fertiliser type and role of applirolim shall -seeing to take plate spring planing e: mowed d ' ' - comply with seeing specNrntims 1 is imperative: that al -sediment 6ters'.and traps ore m .. Yo Piotemmt pdxe.prer to bulk ealhmovng a coming, �' o 11 AN aeos olmg shat. (approximately 15 foot ben ntl Unroll mo flat site spans the gond. Unroll mol ie shall be seeded with permanent seed,:mnxture m soon os rade r in nn , ' - direction d]d with direction o. role' flow. Mat should flat. DO NOT PULL MAT .TAUT wan ground. e{ established. Reseeding mirmainequred after, ` Pulling tout may mouser mat to bridge deoressims in the surface com(wnies.hove installed cher mons FLOW LINE NO CAP w BALES' - and Blow action underneath - 12. All lots/outlots where. goring hos dmred and rlo Beginning at up a downstrean end bury:tromwrse terminal mad ... construction is expected to amw within 60 dogs shill of at to sexual and prevent erasion flow undemealh filet with odddimd 3'topsoi and seeded with the hs I li Feld and scare mal mugly into oa transverse check dots tenpaay seeing process 0 "- p - - BackBI and canpoct trenches and check dots oiler staking. the _ mat. n bottom of trench—see Yiound Festering 13. During. dry weather,, keep [owns watered with spdnMers�o r . 0 .. 0 - Bury find terminal ad as prevented above. ,.1 ofhe :approved methods Resell my, aes not garmnoing a /� - - Dvill roll ads by Y (min.) with updope mal m lop to. danagd at ntaVds:as may ore requed ocardng tor. prevent uplift of mat and by water flow. seasonal condrliaV-.Wotan gross and.execerte necessary - Overlay adjacent edges of mal by Y (min.) and stoke..sa IN until acoeptddw and full slond-ot gross has6een •A' PLAN •q• 'Grand Fastening. - :obtained Upon ocaPform by the Omer, the Owner; sods V 1 w N - ////// •B• \ Ground Fastening osavme moi tenonce of the lam aeon ,I C 14. NI data shown at nominal and may be eaKd wit, I < \�S Yeti pins a wood sick" we recommended is anchaieg mal to �: z x �� the ground. surface. Metal pins should be 3/16' demeles sled - Conservationist o the Engineer a the lad Soi v I N Q ________ ________ Cmsdwlbnisl. n � I with 1-1/2' diameter seed washy ssaretl at head of pin. Wood dl„(I I III IIII'VII �I _ slakes should be 1'x3' nanind stark rat in a trimcu]nr''sNop . Starnes should be 9' to 18' drag "cling an sot density. I I I Longer anchors we required for loose sols �..oJ I I Note. that ground fasteners different form those -mentioned here - ¢ 1' may functim. adequately Care mud be taken to assure that �' - u, z fuslenes hold mot securely o the surface and haw sufficient - hr ` grand penetrationito reset pullout SECTION - Slice mal to ground an 3to5 foo. centers Add extra stakes - NOTE: PROPER PLACEMENT OF A SEDIMENT BARRIER IN A SWALE. POINTS -A' o depresdms in ground surface where mo bridges oyer to SHOULD BE HIGHER THAN POINT "B”. _ -. assure grand conformity. - Drive wood stakes to within S of grand surface. Do not drive W Rush to surface Steil. m plastic Firs should be driven.: flush z W SWALE SEDIMENT BARRIER to surface o - n all trms,trse terminal. trades and check dots stake each .� DN C HAMILTON CO SURVEYORS -0r FICE Z ; D NO SCALE mot o its onto and o overlapped edges before bockfifling\\�01 A NSG O and canpading _ 9� APPROVED w z - Slice overiaps longitudinally at 3' intervals Y Q F- � � z J SVRVE��P By % DATEAUC 1 1 199 � Approved"who're dromage plains comply with Hamilton County - Regulated Drain Design Stonoards only and coes'not Impov W J COMPACTED SOIL - Drainage :Board acceptance nor secondary plat. OpProva1 _0 N TO PREVENT PIPING - f1' DROP INLET NO GAPS IN W/ GRATE. 55 GALLON DRUM V W Z BALES STAKED STRAW BALE CUT IN HALF � � RUNOFF WATER = -\ W/ SEDIMENT FILTERED WATER 2 ROWS OF (4) 1'. x 6• _ Q :U a, ,R. 1�I4q hlM1, p; 1 I SLOTS PLACED AROUND DRUM G a w J i END AND END ~ - LLJ LJ STAKED STRAW BW ALES. END OVERLAP AT SILT PROTECTION FOR m / CORNERS DITCH GRATE CSTG.S' i ' O �i 3 •STAKES PER BALES ` - ° - r �; •— a SLOTTED BARREL BARRIER STRAW BALE 'INLET BARRIER NO SCALE F 1 T No SCALE " AUS 1 1' lac - - -' - .OFFICE OFNAnLhcNcooar+,usnlval STR. #712 ;OX�� NEENAH NEENAH R -3501-N TC' = 888.44 6' SSD CONT. (TYP.) N, 18 NOTE Ai 76' OF 18' RCP 0 0.40% I.E. 0 SYR 711 = 884.30 EX. STR. /709 = 884.00 42' OF 12' RCP 0 2.48% IS 0 STR 712 = 865.44 I.E. 0 SER #711 = 884.40 GRAN. BACKFILL REO'D. STIR. #711 SHALLOW MANHOLE NEENAH R -3501-N TC= 888.44 30 1 EX. STR. #709' EX. SHALLOW MANHOLE T.C.= 889.20 - EX. I.E. = 883.40 31 C.A. 6' SSD CONT. (TYP.) PLAN TWO T:C=887.5 TC=88821 T.0=888.21. - T.C.=888.8 1 NEENAH.NEENAH ' NEENAH - - NEENAH - :,. R-4342 _ R -3501-N R -3501-N R -1772-A 'PROPOSED GRADE - ... - EXISTING GRADE - :. GRANULAR BAC:(TtP.) - I(RLL 886.17 BE ._ �; ', - � 86320.- 883.60• ,.. ,, .. - AS OF 21' RCP 00.595 cl - EX 427 RCP OUT TO S.E.,O 88301 c N N 145 01F ml RCP�®,020X i 15 La 3 3 ia.. - DATUM 860 0+00. 1+00 2+00 .. - 3+00 - 4+00 5+0 PROFILE, ONE -NOTES: - ... 1. FIELD:. ADJUSTMENT BY ENGINEER MAY BE REWIRED AT; ALL OUTFALL POINTS TO - - INSURE PROPER OUTFALL CONDITIONS. 2 -ALL STORM DRAINAGE STRUCTURES (IE.. -MANHOLES, Wf:B INLETS) SHA1L HAVE . - - - - POURED FLOW LINES AND BENCH WALLS:. THE FLOW. LINES AND BENCH WALLS SHAH . BE TROWELED SMOOTH AND HAVE A BRUSHED FINISHED.- • 3. ALL STROCTURES'SHALL HAVE CASTINGS, ahEs. LIFT RINGS AND PIPE CONNECTIONS - .. .. STIR. #713 _ WELL GROUTED, TROWELED -SMOOTH AND BRUSH FINISHED. .. BOX INLET : 4. OCWPATIONAL SAFEII''AND ,HEALTH ADMINISTRATION (OSHA) STANDARDS.Fgt .. - R EXCAVATIONS; FINAL, RULE 29 CFR PART 1926, SUBPART ',P.' APPUES TO ALL.. INVERNESS -3501-N EXCAVATIONS EXCEEDING FIVE FEET IN DEPTH. BLVD. TC= 888.38; /IEENAH 5. IN A0DITIM; EXCAVAlYDNS EXCEEDING TWENTY (20) FEET IN DEPTH REWIRE THE • I 6U a I DESIGN OFA TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. - - .. J 1 ' C.A. 6' SSD CONT. (TYP.) PLAN TWO 161 R-4342 -----------1_---i 20C OF 36' RCP ® 0.19% 160 1 159 RO. D.& V.E. 24'[N WEST 877.87 212' OF 24' RCP ® 0.50% i _ s w G DATUM j 860 00 3+00 4+00 s+oo s+oo 7+%e+ao 9+00 m+oa 41+00 tz+oo 4 pp, h OFILE ONE a z 71 rA r fl' y Ode 1 1+A.. STA: 6+34 r4 yr,y ktfy Np HAMILTON CO. SURVEYORS OFFI s MANHOLE A. OG'k t S.TR.. # 716 _ IV 2i A I(^ P R O 9 VED,; x f s � XIV r n AUG 17 1995 156 155tl54- 153 152. s ` 4sv157 '158 50.Approved where drainage plans comply withdmAton County _— — — — 149 - - Regulated Drain Design Standards only ond. does not Imply{ secondary plot oDprovol r�N ri C.A. � 1 'Droinage'Boord acceptpnce nor " STA. 2+00 STA. 4+12 THE VILLAGES T E'.ESTATES SECTION ONE , MANHOLE MANHOLE —� STIR. #714 STR. # 71.5 SECTION ONE = 0+00 PLAN ONE, SHT. C704 I I I le OUT SW - 0883.43 .W"0883.43 H rt rrtT;rn.��a�::ills TC=889.16 T.0=8891E NEENAH NEENAH R -3501-N R -3501-N _ EXISTING GRADE -- -_ GRANULAR BACKFILL '11 1 125' OF p o 15" RCP 0 0,74% N Z c z rN Jny z N o I� .e m it w n S -4 o 'Q 6 z m ux3 it N 7 m y p vi - II imxu •' l RR PROFILE ONE 3+00 N � N r N rN Jny z N EX. tY SANT, / S I 0 868.4 d: -r p m T,C=888.1 NEENAH R-4342 19S.1Z.k74.Id:T:uL IS' IN 083 V.- 24' OUT S.W. 0881.22 IQ 0+00' EXISTING GRADE-\ \160' OF 21' RCP 0 V R -1772-A 12' IN SW. 0882.40 R -1772-A 0 es GRANULAR L�j Cq BACKFILL rN K N N Z S 5 o 'Q 6 z m ux3 it N 7 m y p vi - II GRANULAR L�j Cq BACKFILL on (/on on t N M p N b � DA UM 860 W ® DA rum 8. io 1+00 2+00 3+00 - 0+00 - m PROFILE TWO PROFILE THREE V ON HAMILTON CO SURVEYORS OFFIC ULU May CAUTION: ' DON'T s LOCATION OF ALL EASING UNDERGROUND Dltl/�UTILITIES SHOWN ON THIS PLAN ARE BASED p UPON ABOVE GROUND EVIDENCE. ( Induding, v LIVID but not limited to, manholes,Inletc,volves, & marks made upon the ground by others.) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE. 07HER EXISTING UNDERGROUND U71UTIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE �/� pp �¢� OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS 1-800-382-5544 OBSERVED. THE EXACT LOCATIONSOF SAID CALL TOLL FREE _ EXISTING UNDERGROUND UTILITIES SHOULD 1-800-428-5200 BE VERIFIED BY THE CONTRACTOR PRIOR FOR CALLS OUTSIDE OF INDIANA TO ANY AND Au CONSTRUCTION. 6' SSD CONT. (TP.) STA. 1+25 STA. 1+55 - MANHOLE MANHOLE STIR. # 719 ` STIR. # 720 I tit L 13 ; 5 N„ \ STA, 1+90 11Y� \ STA. 3 STA. 0+00 I I �1\, "; \ +93 it MANHOLE BOX INLET 30 15 1 �I`- I STIR.N # 721 \l\ \\ STR. # 723 STR. # 717 STA. 0+00 I H '' I— I I 8+45 PLAN ONE, SHT. C702 MANHOLE STR. # 718 I 14 is ' -. = 12+78 PLAN ONE, SHT. C702 — — I6 a \ V\Ad \ I N BI�aROOK / STA. 3+23 / C.Q. AR\ ti i\1 D' BOX INLET 11 STR. #722 NOTES: 1. FIEW. ADJUSTMENT BY ENGINEER MAY BE REOUIRED AT ALL WTFALL POINTS TO INSURE PROPER OUTFAQ CONDITIONS. ., 2 ALL STORM DRAINAGE STRUCTURES (IE MANHOLES, CURB INLETS) SHALL HAVE , POURED FLOW LINES AND BENCH WALLS THE FLOW LINES AND, BENCH WALLS SHALL PLANONE BE,7ROWB.ED SMOOTH AND HAVE A BRUSHED FINISHED. 3. ALL STRUCTURES SHALE HAVE CASTINGS JOINTS, UFT RINGS AND PIPE CONNECTIONS WELL GROUTED, TROWELEDSMOOTH AND BRUSH FINISHED. 4, OCCUPATIONAL SAFETY -AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FINAL RULE 29 CFR PART 1926, SUBPART 'r APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. 5. IN ADDITION, EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH REWIRE THE DESIGN OF A TRENCH SAFETY SYSTEM. BY A REGISTERED PROFESSIONAL ENGINEER IT SHALL BE THE RESPONSIBILITY.OF THE CONTRACTOR TO COMPLY WTH. THE .. ABOVE STATED REIXRREMENTS. \\aV I A NOG qz� APPROVES AUG 1 7 1995 ` 1 Z sU19VEy04 8Y ATE+ 1; h - Approved where drainage plans Comply with Hamilton County Regulated Drain Design Standards only and does not imply ` ``� x Drainage Board acceptance nor secondary plot oppr*S?A. 1+12a x THE VILLAGES SECTION DINE SIL, END SECTION PLAN THREE STR. #735 STR.# 729, 733 - 735 STA. 0+84 INNISBROOK Bt 6 SSD CONT. (TYP.) BOX INLET POND #10 N O STIRSTR. . # 734 I I j - II # 736 Q 1 1 11 BOX INLET > -L= 149 I T NEENAH R -3501-N . (0 5 \ w \ f TC= 885.32 z vi STA. 0+35 \ II NOTE:# 2 _JA 0 W a. BOX INLET \\ 43' OF 15' RCP 0 0.30% » a STR. # 733 (� A ' ' _ I.E. ® STR 733 = 882.79 r�.T �z SEE NOTE # 2 �\ II I.E. ® STR. 736.'= 882.92 W GRANULAR BACKFILL Z UNDER PVMT. REQ,D It it m -STA. 3+37 •II o y U LJ zLJ N 7 0 7 ' # \ ST- II BOX INLET I� J 9 a .:. .. /POND 11 .% NII STR, # 731"' II lel:. a W L CL INVERNE 1 iI qTo ..;Ra PLAN TWO STR.# 717, 729 - 732 S 5 ® z m ux3 it 7 a vi a W 3 S2 n on (/on on t N M p N b � DA UM 860 W ® DA rum 8. io 1+00 2+00 3+00 - 0+00 - m PROFILE TWO PROFILE THREE V ON HAMILTON CO SURVEYORS OFFIC ULU May CAUTION: ' DON'T s LOCATION OF ALL EASING UNDERGROUND Dltl/�UTILITIES SHOWN ON THIS PLAN ARE BASED p UPON ABOVE GROUND EVIDENCE. ( Induding, v LIVID but not limited to, manholes,Inletc,volves, & marks made upon the ground by others.) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE. 07HER EXISTING UNDERGROUND U71UTIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE �/� pp �¢� OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS 1-800-382-5544 OBSERVED. THE EXACT LOCATIONSOF SAID CALL TOLL FREE _ EXISTING UNDERGROUND UTILITIES SHOULD 1-800-428-5200 BE VERIFIED BY THE CONTRACTOR PRIOR FOR CALLS OUTSIDE OF INDIANA TO ANY AND Au CONSTRUCTION. 6' SSD CONT. (TP.) STA. 1+25 STA. 1+55 - MANHOLE MANHOLE STIR. # 719 ` STIR. # 720 I tit L 13 ; 5 N„ \ STA, 1+90 11Y� \ STA. 3 STA. 0+00 I I �1\, "; \ +93 it MANHOLE BOX INLET 30 15 1 �I`- I STIR.N # 721 \l\ \\ STR. # 723 STR. # 717 STA. 0+00 I H '' I— I I 8+45 PLAN ONE, SHT. C702 MANHOLE STR. # 718 I 14 is ' -. = 12+78 PLAN ONE, SHT. C702 — — I6 a \ V\Ad \ I N BI�aROOK / STA. 3+23 / C.Q. AR\ ti i\1 D' BOX INLET 11 STR. #722 NOTES: 1. FIEW. ADJUSTMENT BY ENGINEER MAY BE REOUIRED AT ALL WTFALL POINTS TO INSURE PROPER OUTFAQ CONDITIONS. ., 2 ALL STORM DRAINAGE STRUCTURES (IE MANHOLES, CURB INLETS) SHALL HAVE , POURED FLOW LINES AND BENCH WALLS THE FLOW LINES AND, BENCH WALLS SHALL PLANONE BE,7ROWB.ED SMOOTH AND HAVE A BRUSHED FINISHED. 3. ALL STRUCTURES SHALE HAVE CASTINGS JOINTS, UFT RINGS AND PIPE CONNECTIONS WELL GROUTED, TROWELEDSMOOTH AND BRUSH FINISHED. 4, OCCUPATIONAL SAFETY -AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FINAL RULE 29 CFR PART 1926, SUBPART 'r APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. 5. IN ADDITION, EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH REWIRE THE DESIGN OF A TRENCH SAFETY SYSTEM. BY A REGISTERED PROFESSIONAL ENGINEER IT SHALL BE THE RESPONSIBILITY.OF THE CONTRACTOR TO COMPLY WTH. THE .. ABOVE STATED REIXRREMENTS. \\aV I A NOG qz� APPROVES AUG 1 7 1995 ` 1 Z sU19VEy04 8Y ATE+ 1; h - Approved where drainage plans Comply with Hamilton County Regulated Drain Design Standards only and does not imply ` ``� x Drainage Board acceptance nor secondary plot oppr*S?A. 1+12a x THE VILLAGES SECTION DINE SIL, END SECTION PLAN THREE STR. #735 STR.# 729, 733 - 735 STA. 0+84 INNISBROOK Bt 6 SSD CONT. (TYP.) BOX INLET POND #10 N O STIRSTR. . # 734 I I j - II # 736 Q 1 1 11 BOX INLET > -L= 149 I T NEENAH R -3501-N . (0 5 \ w \ f TC= 885.32 z vi STA. 0+35 \ II NOTE:# 2 _JA 0 W a. BOX INLET \\ 43' OF 15' RCP 0 0.30% » a STR. # 733 (� A ' ' _ I.E. ® STR 733 = 882.79 r�.T �z SEE NOTE # 2 �\ II I.E. ® STR. 736.'= 882.92 W GRANULAR BACKFILL Z UNDER PVMT. REQ,D It it m -STA. 3+37 •II o y U LJ zLJ N 7 0 7 ' # \ ST- II BOX INLET I� J 9 a .:. .. /POND 11 .% NII STR, # 731"' II lel:. a W L CL INVERNE 1 iI qTo ..;Ra PLAN TWO STR.# 717, 729 - 732 F_. T.0 =881.5 NOTE # 2 31' OF 12' RCA 0 087% I.E. 0 STR. #752 = 87&44 I.E. 0 STR. 1744 = 878.23 GRAN, BACKFILL REOD. 1+00 2+00 „ PROFILE ONE NOTE; # 1 41' OF It RCP 0 1.20% I.E. 0 STR 1751 = 878.50 I.E. 0 STR. #749 = 876-01 GRAN. BACKFILL REDID. C.A. 168 I I 1 STR. # 752 ' STA. 0+70 SHALLOW MANHOLE STR.# 742 0+00 PLAN THREE & FOUR, THIS SHT. 178 / 179 vv STA. 2+16 BOX INLET STR. # 743 6" SSD CONT. (TYP.) -BOX INLET STA. 0+00 LOCATION OF ALL EXISTING UNDERGROUND END SECTION STR. # 741 SHOWN. ON THIS PLAN ARE BASED UPON MOW GROUND EVIDENCE. (lnduding, LAKE # 9 N.P.= 877,51 STR. NEENAH BOX INLET NEENAH R -3501-N TC= 881.20 TC= 881.10 T.C.=881.1d - T.C.=881.7 0+63 R-4342 BOX INLET T.C.=881.7 INLET - s l BE OTHER EXISTING UNDERGROUND UnURES T.C.=881.31 # 750 NEENAH NEENAH SEE NOTE: # 2 EXISTING GRADE AH SAID NEENAH CALL TOLL FREE R -3501 -11R -1772-A BOX INLET 170 BE VERIFIED BY THE CONTRACTOR PRIOR R -1772-A PROPOSED GRADE R -3501-N COMPACTED GRANULAR COMPACTED BACKFILL GRANULAR - ----- -- BACNFlLL .� -------- --__ , NORMAL POOL = 677,51 57.50 878,04 878.04 878.23 87823 878.49 878.49 871 7 877.68 877.68 S 3 m n W z ell i Z I, W n, z - m k, K RP -RAP (TYP.)s° ® o = ® p® K it LL W � is 2e ^ IE Eb U ✓iS z S y it 9 _ ,V•I � O �� O Ci m � ai ZgZqai N� m W 2 + N } N � V 17 O � m o It NOTE # 2 31' OF 12' RCA 0 087% I.E. 0 STR. #752 = 87&44 I.E. 0 STR. 1744 = 878.23 GRAN, BACKFILL REOD. 1+00 2+00 „ PROFILE ONE NOTE; # 1 41' OF It RCP 0 1.20% I.E. 0 STR 1751 = 878.50 I.E. 0 STR. #749 = 876-01 GRAN. BACKFILL REDID. C.A. 168 I I 1 STR. # 752 ' STA. 0+70 SHALLOW MANHOLE STR.# 742 0+00 PLAN THREE & FOUR, THIS SHT. 178 / 179 vv STA. 2+16 BOX INLET STR. # 743 6" SSD CONT. (TYP.) -BOX INLET STA. 0+00 LOCATION OF ALL EXISTING UNDERGROUND END SECTION STR. # 741 SHOWN. ON THIS PLAN ARE BASED UPON MOW GROUND EVIDENCE. (lnduding, LAKE # 9 N.P.= 877,51 STR. # 751 BOX INLET NEENAH R -3501-N TC= 881.20 NOTE # 2 31' OF 12' RCA 0 087% I.E. 0 STR. #752 = 87&44 I.E. 0 STR. 1744 = 878.23 GRAN, BACKFILL REOD. 1+00 2+00 „ PROFILE ONE NOTE; # 1 41' OF It RCP 0 1.20% I.E. 0 STR 1751 = 878.50 I.E. 0 STR. #749 = 876-01 GRAN. BACKFILL REDID. C.A. 168 I I 1 STR. # 752 ' STA. 0+70 SHALLOW MANHOLE STR.# 742 0+00 PLAN THREE & FOUR, THIS SHT. 178 / 179 vv STA. 2+16 BOX INLET STR. # 743 6" SSD CONT. (TYP.) -BOX INLET DON T SEZ LOCATION OF ALL EXISTING UNDERGROUND STA. 0+22 PLAN SHOWN. ON THIS PLAN ARE BASED UPON MOW GROUND EVIDENCE. (lnduding, BOX INLET NEENAH R -3501-N 169 I STR. #749 2• THREESEE N NOTE; # 1 ` wee STR.# 742, STR.# 749 & 750 TC= 881.10 1 STA. 0+63 - �' BOX INLET BOX INLET - s l BE OTHER EXISTING UNDERGROUND UnURES STR, # 750 NOTE # 2 31' OF 12' RCA 0 087% I.E. 0 STR. #752 = 87&44 I.E. 0 STR. 1744 = 878.23 GRAN, BACKFILL REOD. 1+00 2+00 „ PROFILE ONE NOTE; # 1 41' OF It RCP 0 1.20% I.E. 0 STR 1751 = 878.50 I.E. 0 STR. #749 = 876-01 GRAN. BACKFILL REDID. C.A. 168 I I 1 STR. # 752 ' STA. 0+70 SHALLOW MANHOLE STR.# 742 0+00 PLAN THREE & FOUR, THIS SHT. 178 / 179 vv STA. 2+16 BOX INLET STR. # 743 6" SSD CONT. (TYP.) -BOX INLET DON T SEZ LOCATION OF ALL EXISTING UNDERGROUND .''URU71E3 SHOWN. ON THIS PLAN ARE BASED UPON MOW GROUND EVIDENCE. (lnduding, PLAN NEENAH R -3501-N 169 I BLIND 2• M1 N .. STA. 4+55 TC= 881.10 1 e° EB - �' BOX INLET STR.# 7b3.& STR.# 754 •� ; - s l BE OTHER EXISTING UNDERGROUND UnURES - 173 STR. # 744 FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE - SEE NOTE: # 2 THHE EXACOLOCATIONS EVIDENCEWAS BSERRVEDD.. WHICH F 5 \ SAID STA. 3+60 CALL TOLL FREE EXISTING UNDERGROUND UTILITIES SHOULD BOX INLET 170 BE VERIFIED BY THE CONTRACTOR PRIOR STR. # 756 :ND SECTION c=eat.a NEENAH R-4342 PROPOSED GRADE .. EXISTING GRADE T.0=681.5 - - - NEENAH R -7772-A F. I . NORNAL POOL = 877.5gT7Sq 87&40 CG 61R PPAACTE BACKFILL to RIP -OAP (TYP.) / DATUM 8 0 D+00 PROFILE TWO LAKE # 8 N.P.= 877.5 NOTE # 3 35' OF 36' RCP RUN FIAT I.E. 0 STR #757 = 877.50 LE 0 STR. #758 = 877,50 RaCG1ED oar GRT PAM LAKE # 9. N.P.= 877.5± STR. # 757 / END SECTION _ PLAN, FIVE NO PROFILE SHOWN STA. 0+00 END SECTION . STR. # 753 T.C.=881.25 NEENAH R -3501-N EASTI PROPOSED GRADE I _ - 11 11 I� F: ii 1 II i:.. J .79 87801 W 18' OUT N.E. 0877. 58 z 15 IN S.W. 0877,66 as 12" IN S.E. 0877.79 $ c N2�2� C V 91 SOOW F< N �dp GJ� Z O �O♦ p171 II� PROFILE THREE LAKE # 9 N.P.= 877.5± STR. 111745 I i 172 PLAN ONE °� �� ' 171 I M !ao I ( STR.# 741 - STR.# 746, STR.# 746A STA, 0+73 t BOXINLET C.A. I - - r HOLEY MOLEY' CAUTION: STR. # 56 STA. 5+23 BOX INLET�� STR. # 746A DON T SEZ LOCATION OF ALL EXISTING UNDERGROUND .''URU71E3 SHOWN. ON THIS PLAN ARE BASED UPON MOW GROUND EVIDENCE. (lnduding, PLAN TWO BLIND 2• M1 N .. STA. 4+55 DATUM 8 0 D+00 PROFILE TWO LAKE # 8 N.P.= 877.5 NOTE # 3 35' OF 36' RCP RUN FIAT I.E. 0 STR #757 = 877.50 LE 0 STR. #758 = 877,50 RaCG1ED oar GRT PAM LAKE # 9. N.P.= 877.5± STR. # 757 / END SECTION _ PLAN, FIVE NO PROFILE SHOWN STA. 0+00 END SECTION . STR. # 753 T.C.=881.25 NEENAH R -3501-N EASTI PROPOSED GRADE I _ - 11 11 I� F: ii 1 II i:.. J .79 87801 W 18' OUT N.E. 0877. 58 z 15 IN S.W. 0877,66 as 12" IN S.E. 0877.79 $ c N2�2� C V 91 SOOW F< N �dp GJ� Z O �O♦ p171 II� PROFILE THREE LAKE # 9 N.P.= 877.5± STR. 111745 I i 172 PLAN ONE °� �� ' 171 I M !ao I ( STR.# 741 - STR.# 746, STR.# 746A STA, 0+73 t BOXINLET C.A. I - - r HOLEY MOLEY' CAUTION: STR. # 56 STA. 5+23 BOX INLET�� STR. # 746A V HAMILTON CO. SURVEYORS OFFICE d N APPROVED .1�• A�M r By ATE,AUG 17 1995 Od Approved where drainageS radar comply with does non County - Regulated Drain Design Standards only and does not imply - Drainage Board acceptance nor secondary plat approval STA. 0+94 PLAN FOUR 0_ BOX INLET STR.# 742, STR.# 747 & 748` STR. # 747 ..:. V) TUR f -¢ °E�ecopM STA. 1+7011 r •� ENT BOX INLET m v STR: # 748 ,. w 1 I url 0, �n ro Z Cs 7 ...�., � 178 N •N •� 179 O LLl STA. 0+00LI O x ' JUAATT " SHALLOW MANHOLE ti STR.# 742 ry = 0+70 PLAN ONE, THIS SHT. = 0+00 PLAN THREE, THIS SHT. C.A. 6' SSD CONT (TYP.)�,..1 17 D I AUG 1 1 1995 , OFFICEOFIfAAULTON COUNTY SURVEYOR W 168 NOTES: W yi M 1. FIELD ADJUSTMENT BY ENGINEER MAY BE REWIRED AT ALL OUTFALL POINTS TO V) rw- -I INSURE PROPER OUTFALL CONDITIONS.. o 0 1 2. ALL STORM DRAINAGE STRUCTURES (IF- MANHOLES, CURB INLETS) SHALL HAVE !�v 169 '' POURED FLOW LINES AND BENCH WALLS THE ROW LINES AND,BENCH WALLS SHALL BE TROWELED SMOOTH AND HAVE A BRUSHED FINISHED. 'E-� 0 3. ALL STRUCTURES SHALLHAVECASTINGS, JOINTS, LIFT RINGS: AND PIPE CONNECTIONS } WELL GROUTED, TROWELED SMOOTH AND BRUSH FINISHED. 4. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR LW 3 EXCAVATIONS; FINAL RULE 29 CFR PART 1926, SUBPART 'P- APPLIES' TO AL: O EXCAVATIONS - EXCEEDING FIVE (5) FEET. IN DEPTH. - 5. IN ADDITION, EXCAVATIONS EXCEEDING TWDNTY.(20) FEET IN DEPTH REWIRE iHE- DESIGN OF A TRENCH SAFETY SYSTEM BY,A REGISTERED PROFESSIONAL ENGINEER IT SHALL BE THE RESPONSISIIIYOF THE CDNIRAIIITOR TO COMPLY II�!-IEtr _, ABOVE STATED REQUIREMENTS _ C70 DON T SEZ LOCATION OF ALL EXISTING UNDERGROUND .''URU71E3 SHOWN. ON THIS PLAN ARE BASED UPON MOW GROUND EVIDENCE. (lnduding, PLAN TWO BLIND but not limited to,, mhdee,Inlete,valvee, 6 .. STA. 4+55 marks mode upon the ground by others.) AND se ARE SPECULATIVE.M NATURE. THERE MAY ALGO STR.# 7b3.& STR.# 754 BOX INLET BE OTHER EXISTING UNDERGROUND UnURES STR. #746 FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE - 1-800-382-5544. THHE EXACOLOCATIONS EVIDENCEWAS BSERRVEDD.. WHICH F 5 SAID CALL TOLL FREE EXISTING UNDERGROUND UTILITIES SHOULD 1-800-428-5200.. BE VERIFIED BY THE CONTRACTOR PRIOR FOR CAILS OUTSIDE OF INDIANA TO ANY. AND ALL CONSTRUCTION. .. .. V HAMILTON CO. SURVEYORS OFFICE d N APPROVED .1�• A�M r By ATE,AUG 17 1995 Od Approved where drainageS radar comply with does non County - Regulated Drain Design Standards only and does not imply - Drainage Board acceptance nor secondary plat approval STA. 0+94 PLAN FOUR 0_ BOX INLET STR.# 742, STR.# 747 & 748` STR. # 747 ..:. V) TUR f -¢ °E�ecopM STA. 1+7011 r •� ENT BOX INLET m v STR: # 748 ,. w 1 I url 0, �n ro Z Cs 7 ...�., � 178 N •N •� 179 O LLl STA. 0+00LI O x ' JUAATT " SHALLOW MANHOLE ti STR.# 742 ry = 0+70 PLAN ONE, THIS SHT. = 0+00 PLAN THREE, THIS SHT. C.A. 6' SSD CONT (TYP.)�,..1 17 D I AUG 1 1 1995 , OFFICEOFIfAAULTON COUNTY SURVEYOR W 168 NOTES: W yi M 1. FIELD ADJUSTMENT BY ENGINEER MAY BE REWIRED AT ALL OUTFALL POINTS TO V) rw- -I INSURE PROPER OUTFALL CONDITIONS.. o 0 1 2. ALL STORM DRAINAGE STRUCTURES (IF- MANHOLES, CURB INLETS) SHALL HAVE !�v 169 '' POURED FLOW LINES AND BENCH WALLS THE ROW LINES AND,BENCH WALLS SHALL BE TROWELED SMOOTH AND HAVE A BRUSHED FINISHED. 'E-� 0 3. ALL STRUCTURES SHALLHAVECASTINGS, JOINTS, LIFT RINGS: AND PIPE CONNECTIONS } WELL GROUTED, TROWELED SMOOTH AND BRUSH FINISHED. 4. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR LW 3 EXCAVATIONS; FINAL RULE 29 CFR PART 1926, SUBPART 'P- APPLIES' TO AL: O EXCAVATIONS - EXCEEDING FIVE (5) FEET. IN DEPTH. - 5. IN ADDITION, EXCAVATIONS EXCEEDING TWDNTY.(20) FEET IN DEPTH REWIRE iHE- DESIGN OF A TRENCH SAFETY SYSTEM BY,A REGISTERED PROFESSIONAL ENGINEER IT SHALL BE THE RESPONSISIIIYOF THE CDNIRAIIITOR TO COMPLY II�!-IEtr _, ABOVE STATED REQUIREMENTS _ C70 ` 4%v T.C.=880.2 T.C.=881.1 T.C.=879.5 T.C.=879,5 W•`'� < , 231 NEENAH NEENAH NEENAH - NEENAH , r-� \ CUT & BACKFILL FOR FUTURE STREET , C) R-1772-A R-1772-A R-1772-A R-1772-A '�b T.C.=877.0 RE�342 - - /-EXISTING GRADE um ,III ttt" ri T.C.=875.0 CUT & GRADE FOR FUTURE DEVELOPMENT ---- f : - -- --_ NEENAH -__ __ -_____ R-1772-A / _ _ _ _ _ REPAIR MAINT. SHED ROAD 877.50 N.P= 877,5 REPAIR CART PATH r 875.06 V) q REPAIR CART PATH _ -'._�________-J�--_ - 874.81 Q.F i ..:: - 873.32 873.32 .. (X)' Vi - n I '.I - 872:16 872.16 m 09 m S: i '1 871.17 871.17 to C5 LL. x•os / m O Of U io m e. o 868.66 868.66 n m n � - iE iG 6. m U� N N N. ® /4--98 285' OF 21" RCP 0 0.88% I0/N O- Of ` w o- W r z w z •m Z - C. 305' OF 21" RCP 0 0.88% 00 o r o LL a o < a a z a w RIP-RAP OUTLET z1O z N z 0 r n m an x E U.1 ++I VI DATUM _-860 m P.\ M. IT 0 0 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 - 10+00 11+00 12+DO' o 'm w PROFILE ONE a NOTES: tSU- ON HAMILTON CO. SURVEYORS OFFICE 1, CUTS. SHOWN ARE APPROXMATE,`TAREN FROM EXISTING GRADE TO INVER'cf PPE e {, C'p 2. FIELD ADJUSTMENT BY ENGINEER MAY BE. REWIRED AT ALL OUTFALL POINTS TO V ' 1'q /l/ D INSURE PROPER OUTFALL CONDITIONS ; \ Q \ GZit R� 3. ALL STORM DRAINAGE STRUCTURES UE MANHOLES, CURB .INLETS) SHALL 'nA'vE w \ S 2 POURED FLOW LINES AND BENCH WALLS.' THE FLOW LINES AND BENCH WALLS SHALL • , z. APPROVED ---- _ 'l 0q \ I/ O�i� O/ BE TROWELED SMOOTH AND HAVE h BRUSHED FINISHED, y.., . �{`\�, / /,/ / ` •'•V s Q. / L• �"f` � 4 WELL GROUTED,SSHALL TROWELEDAVE CASTINGS. III LIFT SM007H D BRUSH FINISHED. GS AND PIPE CONNECTIONS AUG 1 7 1995 N STA. 7+06 ' / BY DATE - \ .,\` �[ / / i � VAVE'1� _ 5. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR \ \ A /, ,, /, p Approved where drainage plans Comply with does hon imply EXCAVATIONS; EXCEEDING RUNE IV CFR PART 1926, SUBPART *P" APPLIES TO ALL (� S 4 MANHOLE \ \ b EXCAVATIONS E%CEED NG FIVE{5) FEET IN DEPTH. \_�>�: \� `i Regulated Drain Design Standards Only and does not imply : S STIR. # 762 \ \.I;, // Drainage Board acceptance nor secondary plot approval �, 6. IN ADDITION, EXCAVATIONS EXCEEDING TWENTY (20) FEET INDEPTH REGURtE..THE M x DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER �X X ata A, • / /`\ \\ -'4 J IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY W17H THE r `, • •' f •, •., , / \ \ ' )C `` 1 / TORS ABOVE STATED REQUIREMENTS, t 1 104. \`,AMEAv O �`. � �; \ .. \ �• � \\ \ \ \ , sT 847 ��• � � ` STA. 3+OS '. .�, '- , \'6 / §83133^'' \ \\\' / - • ` {/`� u7 Q 't� /', • \- • `♦'` _.e.% �, \\2• M NHO�E < t / OLE h� \ / / S #7¢3 a n , '. I --- ,1 t f : STIR # 760 �� \\ ,a MAN � � '/Y� \ G,Z/ I �. v pp 3' C isr.PB'Qa• ^\, ��\�`•` : / !/•; �- II 10155'52" W , g W �...a a i , • i' `' '') ♦` I I `-C ^' X';_•' //" 6�• \ /' ` / � ' V%L \� � � � '`. / . / I 1 7. SS' i" `4 `1 ,/ i'� w < e\a i. i . , ; , ", , ) W : J * / ; - / * < COi3`: ' ,, S+,7L1 • „ / ( ( , ' ..,.,,"„ ie..ka♦hy es,f Q. < j , r. 7 ..^ I ', � \ l"f'ipsr `� JTy \ � \ `• � / � .. \4 OL � 1 + 1 i STREE i BARRICADE ;(TYP.)1 f .•r0 '7 � t'7 z Y s. / TA. *:b e6` / - . \ u, _ -L I 1 - - J.-........ -- �' J .. /i ... s i . '., ♦;-__ ' f .,`'_. ' ', ,v - ♦y : `♦♦♦. . e \ ... // � �� C(/�Zd•\ �MANHIDLE� „_L.-----�y,= �, , ) , , � ♦ \ � / � , i �!' \ / \ '> � R e syr --- r'^-_.L•---Ar-___-- -_ o a i 1-i1 W � r' ,.. .`�� •i, .i - // y.'.♦,J• ♦�`\ •1 IR '/ ?f• % ��a ✓ -----i-'ri.', STIR. # 4s1 / W suit, s3 \ ^' , ,\ it • IN. /^�`x\ f K o S1aTA'S7S _,39'18 Wr•� Q 171 - -?•` ,`♦ i , t\•., ♦ v \ r\ ' . y _-i , ♦ { ; e ♦a \ / ti` A n BC ' o - n _ _ :00 _ ` r 'ry ` ♦ it .. ', - / / ,3r-ft_-b _------._-- ¢ STA. 0+00 j/ \ - *"""..--.;.....y._.-•r.���It ♦r Ro- \; /a-j y� __-+ �5------ � ,. .; N 555'1252" 64 ��"' _•,,....•�.'-'^'`:-_•`�` ,, r. CLEAR IX. TREES 1`',,``,, ), '":..� ♦`` \. .i••! C. A. I:� W '„ .�;.,. r 15:65' J END SECTION \ '�_..:.. - ', I%'i (MATBE REWIRED) 2a ' `', 'a _ rJ' /L�� I r 1 T` �,. -.._ _LU ' T STR. #t 75,%: \ "'�- ', i ; `,, ,.. ,� "<• •� \•` / 11 / ' �--. - - _ .tr g 3, -"- s? '. \ 1 LAKE Q , --�` / : ,( 'r / 2 (, -'1` 1 ,2$`Qg '.i .i. �S. I �' \ = J 'N `��X w' •.; ' �' C, .' < ', i ? �• , v /. _ ,♦`. 1 ate` <J O O/7 1N P.= Bys- O_ / ; t �L� ♦♦ t i `( i ♦\t "♦' - 7. ) ) `.2 B' , t 2 I J,H��t ; 1. ... I •• r,. '` v > ♦♦♦ N, Arm'`.♦'' I 1 1 -;-` •. t \i -LLJ T\ _ REPAIR E%. CART PATHS, FAIRWAYS, dt DRIVEWAYS + q �.� t ` ♦+ �' ^'♦- 'mv'� ,' „ i+ , '�♦ u STA. 10+19 , e N �..1 f:•-. i �/] \' ° � TO ORINGINAL OR BETTER CONDITION �'• � i "' , .�- t T���'k` xV ".t `, , Y / t "`, ,, • . 11-f" va♦ ---- a -~ /ys E } N. r, I \���, .,� �� ^ ' '",.�..• \ ' ', ', 7. �_M 1 - STTR. MANHOLE - SA WGR S z .z r . t, STA., 12+99 I r \ I ,� ; •, '" CT. STA. 10+47 `\ y..l. \ \ / "„•i v : i : r it t`t ."y: / 1. '. - ' I+' 'END SECTION N ' C) -. / R. 701 N O BTa ' MANHOLE S` J v .\. , }. PLAN ONE 1 � .t ♦ STIR. # 765 DON'T 'HOLEY HOLEY' CAUTION: LOCATION OF ALL EXISTING UNDERGROUND ` - - DIG UTTUTIES SHOWN ON THIS PLAN ARE BASED. "� 1, i. �" ,> . .. BLIND UPON ABOVE GROUND EVIDENCE ( Including, �� g .. I t, •r, but not limited to, manholes,lnfit s,vol es, k R' v ' I? ' (yJ �' z marks made upon the ground 5y others.) AND - ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES LAKE #...�,'� - ' WHICH THERE IS NO ABOVE GROUND :" - . .. FOR ENOENCE GC�L�t OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS 1-800-VO2-JWP'! OBSERVED. THE EXACT LOCATIONS OF'SAIO, N.P.- 877.,,57 AUG � 1 'IG9J SHEET CALL TOLL FREE EXISTING UNDERGROUND U71UMES SHOULD . 1-800-428-5200 BE VERIFIED BY THE CONTRACTOR PRIOR - 9 - -' TO ANY AND ALL CONSTRUCTION. UFFICEGF I;.I,IILTOr CUU.IY S�R�HOT FOR CALLS OUTSIDE OF INDIANA - - 0.707% � CURVE RADIUS'- LENGTH TANGENT CHORD BEARING DELTA 1 -400:00' 45Z26', 257.28'' ''4327T .543'40'48" W 65'29'52". -' IS NEENAH u USE I UP Tz 11 1022-1 HD R -1772-A MANHOLE IT 9 dlrl[P 3- la° SOL', /./. �711 l (DP� � T', 1022-3 HD -71, - 9AQFhl - 6A gfR_ JI _III_: ' -%/ - I SODOTIVA ACGR[CAR - .I OWN VATIES 6z _ 'o• °a• 'ua 'o? �� 1 ROLL CURB 1 'HILI PM a I 1 OIC [- 24' r I In. 3• R -3501 -TL -TR 6 6 J , 0•' 25' 27' 5489 R-4342 DITCH GRATE SWALES 2Y NOTES . . Gddnsmr ,.nn me reauren al Ao-m mk¢ NOTES: 16 9 Cavana "t, ala ee irnuo. IT i6 wway,. Canavan pas are w,twd m Slam loris. TO MA2IWY PIP[ 91¢ 6' Sox, ad, ee 5' ml nMve rani fml.,unn 01' www Ile InkNe IT iD aan9e - To INSTALLATION REQUIRED: 16 [annPetioa pnn anal pe lased u so•n n Sse-, ma IT 5' M cHn roH. RWiI.ol lured curb, la .'"Ib al I/2' mm C.I.O. wah ce be laden w 1.- m b emtnuwar adored cores Id a arom o: I/T con. SIDES OF ALL PVMT. 30 TYPICAL ROLL CURB DETAIL WITH CONCRETE ROLL CURB &GUTTER GUTTER REVERSED SLOPE GUTTER B no KATE HAMILTON COUNTY HIGHWAY DEPARTMENT HAMILTON COUNTY HIGHWAY DEPARTMENT t pc REVISED: r ISE" RECOMENDED: � � f S=ILT STANDARD PLAN C- 1 �� --y ilANDARD iTAN P.ECCME?HED: 8�--- �-• a d ¢'SPT I �% APPP.04tn. Y_S_Ad �_2 amdn APPROVED: y-6-93 lualq morn oRnN Dart 2 e o wlN 'uR 1� R/W Line F R/W A PAVEMENT �� �MEEEAT�THHISNPIN OINTROFIIES EXISTING GRADE SHOWN IN PROFILE 5 AT THIS PONT, mom• al 70' R/W 7 12' or 20' 28 a 30 OM BACK TO BACK OF CURB _ t1' a ZO' FRONT A FROM BACK D< 2 BITUMINOUS ' SURFACE _?._ r�-- 1/4• PER 1 M, TYPICAL FILL AREA I ' TYPICAL CU7 AREA TYPICAL 2'-0' CONC ILpJf ROLL CURB A GUTTER 6' UNDERDRAN 1' *11 HAC SURFACE COURSE (SEE DETAIL) �9HAC BINDER COURSE PREPARED SUBGRADE COMPACTED 11Sr P53 COMPACTED STONE BASE TO 95% MW67ED PROCTER 777 NO SCALETYPICAC STREET MSE�cN ION 6'-0' BETWEEN TRANSVERSE JOINTS EXPANSION JOINT 1/2' PREFORMED JOINT FILLER `TRANSVERSE JOINTS 18•-0' MAX EXPANSION JOINT SPACING • THE SPACE BEHIND THE CURB SHALL BE FILLED MTN SUITABLE MATERIAL TD THE REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 6' IN DEPTH. SUBGRADE UNDER ALL CURB. SIDEWALKS. AND DRIVES SHALL BE COMPACTED IN ACCORDANCE MTH SECTION 207.02 OF THE STD. SPEC'S TYPICAL SIDEWALK DETAIL NO SCALE ST✓USSr AMPC2-R" TR E8)4 A��FaI��N {A� SgIIP'Qi Da PA'g0 �R°� y A.D.A. CURB RAMP DETAIL NO SCALE EJIW NEENAH TYPE USE A B 1022-1 HD R -1772-A MANHOLE GRADED AREAS 24' 24' 1022-3 HD R -1772-C MANHOLE TRAFFIC AREAS 24" 24- 7490 -Ml R -3501-N ROLL CURB LOW POINTS 24' 24' 7495 -LH-RH R -3501 -TL -TR ROLL CURB FLOW LEFT OR RIGHT 25' 27' 5489 R-4342 DITCH GRATE SWALES 2Y 2Y . . _ov — F ° 21 16 9 12 c FLAT CAP EARTH OR' SIDEWALK SURFACE CONCRETE CURB I I I rDE)25TtWS' IN INCHES < o BODY A' 3 1 'B'(MAX) A or B l 3 1 1/1' _j "1 46' PRECAST RISER t6 6 6 6 21 24 2 1/2 (WITH FOtCED CONCRETE)a� 15 16 7 o °o°�gq SUB -GRADE AGGREGATE 26 STEPS REQUIRED 2 1/2 1 Dc I 16 6 DEPTH VARIES I WERE DEPTH EXCEEDS 'C DNEN9CN INTERS . . _ov — F ° 21 16 9 12 ?II, USE N¢KAN TO MA2IWY PIP[ 91¢ 6' 2 1/2. , Pc To INSTALLATION REQUIRED: 16 R-HNY-I OR EOVAL R/ 15' W US5 ANaL 6 -i b 1 BOTH SIDES OF ALL PVMT. 30 14 oP v6Y B[ MOE 16 B 51 60 2 1/2 t pc 36 14 N8 WASHED GRAVEL OR o 60 72 2 2 / 2 e o 42 12 16 30 END SECTION$ WILL BE PAID FOR AT THE CONTRACT UNIT PRICE FOR 'PIPE END SECTION' COMPLETE 02 D (�.T Ace e4'a 1e 17 T DIMENSIONS OF GALVANIZED STEEL END SECTIONS FOR ROUND PIPE' PIPE DIA. IN INCHES W6E DIMENSIONS IN INCHES rDE)25TtWS' IN INCHES SLOPE BODY A' 3 1 'B'(MAX) 'H' t Y l 3 1 1/1' W A 2-1SLOE 12 t6 6 6 6 21 24 2 1/2 1 pe 15 16 7 8 6 26 30 2 1/2 1 Dc I 16 6 10 6 31 35 2 1/2 1 Pc 21 16 9 12 6 W 42 2 1/2. , Pc 24 16 10 13 6 u b 1 t/2 , pe 30 14 12 16 B 51 60 2 1/2 t pc 36 14 14 9 9 60 72 2 2 / 2 e o 42 12 16 30 END SECTION$ WILL BE PAID FOR AT THE CONTRACT UNIT PRICE FOR 'PIPE END SECTION' COMPLETE 02 i i i Ie 12 1e 17 'G oe N 12 ,6 30 11 N 102 2 2 pc NO21 ,8 R 12 F7 114 1 3/4 3 Pc 66 12 to M 12 87 120 , 1/1 3 pc 72 12 to 39 12 B7 126 i 1/3 3 pc 76 12 18 41 12 SO 131 1 ,�4 I:� 64 t3 to 45 - t1 6> 138 1 1/16 3 pu M. RPE SIZE A CONN. USAGE' GALVANIZED STEEL PPE Type Conn. Round IT 12' Thra 24' R 30' Th,u 36• 03 42' Th. 81• EMSTINC GRADE Poe - Aror 1B'elt' lhru S6'x36" 12 R 65•s40' Th, 65•.51' I II R \t F is 3 y 0�� sJ_ <, a RCP'LA""`" V'•` 'b• STANDARD CONNECTIONS T 1 T AIn �\ tB• 4-0* 6• 3Pe / Sholi Be& Cmnectw Lu With threaded Rod. C' ipe P 2 Slid' Be Threaded. Rod With Rod Holde,. 7- V • Y'J ` IN 2t' 4-00' SHAPED BOTTOM Tpe 6 3 Shill Be Riveted Q Bolted Connecllon 24 a'- PIPE MATERIAL: NOTE Standard Dimensions For Golwnired Steed End Sections Fp PoNe Arch and Generoi Construction P 2Y 4-0- SHALL MEET GENERAL INDUSTRY Notes MCKY Be Found On Misc. Standards Sheet E Doted ,U1y.1972 for The Indiana (rr - State HIS, way Standard SpecNcofioos.A immrapdie p.O.T, Std. Plop k-02 Doted Mardi, 1972 STANDARD FOR CONCRETE Outlet Elevation O 1 Bolts Or Rivets CONCRETE THICKNESS NOTES. 'I With Rip -Rap 6'- UP TO B DEPTH INSTALLATION OF UNDERDRAIN SHALL CONFORM TO SEC 718 OF 10.01 STD ¢ENS. � Ii � C>I 8'- UP TO 12' DEPTH 1 . � �� `� W 12'- DYER 72' DEPTH UNDERORMNS SHALL NOT BE INSTALLED UNTILL FINAL GRADING k COMPACTION IS COMPLETED ON SUB -GRADE, 7 v1 i @ Wr ANY CONTAMINATION. OF UNDERDRAIN 84WLL SH BE REMOVED PRIOR TO INSTALLATION OF AGGREGATE BASE 1'4.4 H •1'. Raa:..- Bolt Or W To To Sloe / \ -+ U F V, I SPECIAL SHALLOW MANHOLE A`f Toe Plate Galvobi2ed WI14 p UNDERORJJNS SHALL NOT BE INSTALLED UNTIL UTILITIES LOCATED BENEATH UNDERDRAINS ARE IN PUCE. Steel 2C 10 Go. Metal (ISHA $ata) (I.E. WATERMAINS. S70N SENERS, SANITARY SEERS ECT. ) , a!�� / No SCALE W/ FLAT CAP REDUCER Typical Elevation Skirt Lip A W Al PIPE UNDERDRAIN DETAIL Typical Cross Section Typical Plan <, Pipe Or Pipe-ArM WStth +3 NO SCALE HAMILTON CO. Conn. To Lock Seam lh NOTE INSPECT ALL SEWERS AS TO ELEVATION GRADIENT, ALIGNMENT A JOINT BY INSPECTING ENGINEER PRIOR 10 BACKFILL OVER PIPE AREAS NOT SUBJECT TO VEHICULAR TRAFFIC MAT BE BACKFILLED WITH CLEAN FILL MATERIAL FREE OF ANY ROCKS LARGER THAN 6' FROZEN SOU. WOOD OR OTTER EXTRANEOUS MATERIALS.— Line �j / TYPE s's. CORRUGATED METAL, PLASTIC. OR I 1022-1 HD Dlam. - Or MANHOLE r PER REOUIREMEN7 OF EMSTINC GRADE INDIANA DEPARTMENT PRECAST OR MONOLITHIC BOTTOM CROAT / OF HIGHWAYS DO.T APPROVED EQUAL, OPEN JOINT OR .PERFORATED. IYM MIN_ is, Ma Finish Grade _ Lock Seam Or Rivetif I L Spain .— Backfill To Stub Shall Be Used With I I Std. Steel End Section @ 511 e 151 @ WI 7490-M1 /2 do eA 18' 6' o' Outlet Elevation O 1 Bolts Or Rivets CONCRETE THICKNESS NOTES. 'I With Rip -Rap 6'- UP TO B DEPTH INSTALLATION OF UNDERDRAIN SHALL CONFORM TO SEC 718 OF 10.01 STD ¢ENS. � Ii � C>I 8'- UP TO 12' DEPTH 1 . � �� `� W 12'- DYER 72' DEPTH UNDERORMNS SHALL NOT BE INSTALLED UNTILL FINAL GRADING k COMPACTION IS COMPLETED ON SUB -GRADE, 7 v1 i @ Wr ANY CONTAMINATION. OF UNDERDRAIN 84WLL SH BE REMOVED PRIOR TO INSTALLATION OF AGGREGATE BASE 1'4.4 H •1'. Raa:..- Bolt Or W To To Sloe / \ -+ U F V, I SPECIAL SHALLOW MANHOLE A`f Toe Plate Galvobi2ed WI14 p UNDERORJJNS SHALL NOT BE INSTALLED UNTIL UTILITIES LOCATED BENEATH UNDERDRAINS ARE IN PUCE. Steel 2C 10 Go. Metal (ISHA $ata) (I.E. WATERMAINS. S70N SENERS, SANITARY SEERS ECT. ) , a!�� / No SCALE W/ FLAT CAP REDUCER Typical Elevation Skirt Lip A W Al PIPE UNDERDRAIN DETAIL Typical Cross Section Typical Plan <, Pipe Or Pipe-ArM WStth +3 NO SCALE HAMILTON CO. Conn. To Lock Seam lh NOTE INSPECT ALL SEWERS AS TO ELEVATION GRADIENT, ALIGNMENT A JOINT BY INSPECTING ENGINEER PRIOR 10 BACKFILL OVER PIPE AREAS NOT SUBJECT TO VEHICULAR TRAFFIC MAT BE BACKFILLED WITH CLEAN FILL MATERIAL FREE OF ANY ROCKS LARGER THAN 6' FROZEN SOU. WOOD OR OTTER EXTRANEOUS MATERIALS.— Line �j / TYPE I AREAS SUBJECT TO A wxuM'Is /•�% VEHICULAR TRAFFIC 1022-1 HD BACKFILL 'MTI CLEAN 12''?� GRANULAR MATERIAL MANHOLE r PER REOUIREMEN7 OF EMSTINC GRADE INDIANA DEPARTMENT 1022-3 NO / OF HIGHWAYS MANHOE (MECHANICAL COMPACTION 24- TO 951E PROCTOR DENSITY) 7490-M1 /2 do eA LOW POINTS (BELOW THEn2 _ 5 woe TxE BELL) N07M I. ORB RAMPS SIGN SNAIL BE 1.12 2 FLARED SITE AWE BULL BE 110 4. WANK SHALE SHALL BE TRUNCATED DOMES (BS DETAIL) 5 91RFACE SHALL CONTRAST WAMUY MM ADJOINING 9A6ACE 6. SDE FLARES DO N07 REWIRE TRMGTED DOES 7. OMR 0115 AVD RAMPS ARE REQUIRED 9 AU ROADWAY NTERQCROA fl OARS NUT GRATES MAY NEED TO BE OTTO TO PERMIT EASY ACOESS TO RAMPS CWXT ENGINDR W ANY RELOCATIONS REWIRED / 8 CRUSHED STONE OR OTHER NON-COMPRESSIBLE APPROVED BY CITY ENGINEER RIGID PIPE BEDDING DETAIL (STORM) NO SCALE CONCRETE PIPE Finish Grade — Backfill To Outlet Elevation With Ripip—Ra� OU _ 2500#{ CONIC'. x WIDTH OF END SEC. 10" MIN CONCRETE ANCHOR DETAIL No 21 1/i 2 1/2' 23' I I. 23- I 1 2Y IL -'3•3 �--II 33 SECTIONS TOP OF CASTING (TLC ) GRADE SHOWN ON PLANS IS AT THIS POINT 5' •0.8' 0.3' Mm DITCH GRATE SETTING DETAIL NO SCALE TOP OF CAF® 0 gl� a LOW POINT GRADE FLOW UNE OF 11 TOP 01 CASTING GRADE? 410'_jj SLOPE AT BOTH SDE B FRONT OF GRATE CURB INLET SETTING DETAIL /`• NOSCALE.A NOTE: STRUCTURES TO BE CIRCULAR UNLESS OTHERWISE SPECIFIED. EJW - NEENAH TYPE USE A g 1022-1 HD R -1772-A MANHOLE GRADED AREAS 1 24' 24' 1022-3 NO R -1772-C MANHOE TRAFFIC AREAS 24- N' 7490-M1 R -3501 -IN ROi CURS LOW POINTS 24' 2i 7495 -LH-RH R-3501-R-TIR ROLL CURB GLOW LER OR RIGHT 23' 27 7010 R-3010 CURB INLET LOW POINTS 30' 30' 6489 R-4342 I DITCH GRATE , SWALES 23' 23' •• KULL CURB INLET TO ITT ROUND OPENING B MAX. 8' OF CONIC RISERS 1/2' MORTAR GROUT - (SIDES A TOP OF ADJUSTING RINGS) .PRECASTF REINOttFD CONOIE TE No scALE, w/ CONE TYPE REDUCE 2 t/4 5" +;I2 t/� 4' I 1 T19" CU -WASHER 13/16. �L 1}1} 3/4' D a BAR F ' 'SPHERICAL Rg01U5 HOOK BOLT AND NUT Y to 4" (75mm TO 100x.) HIGH LEnEll TO BE STAMPEO AS FOLLOWS: -S' Ms I., Storm Sewer SS is for Sanitary Sewer -0 is far.Subsvrlace or Base Drain C is for Conduit D ' W is for Water 6"inch - .. (100 mm). . 4e' 6'-0' Si 6--s- mass. . c ' 1l YN IlwHI qbM -4. W',` puaUe , aw s.. A Iro°mlaa CURB STAMP .' HATAILTON COUNTY HIGI114AY DEPARTMENT ' xamu Av-u-si —nwlu 'eamwx ='w' ?�ary — 91c nw t B a M 7495 -LH-RH R -3501 -TL -1B D AND AL S ALL BE AL USED AND ALL COMPONENTS PARTS SMALL BE ALUMINUM ALLOY AS SET IN THE STANDARD SPECIFlCATONS T PE FI 25' 2T7010 R -304(1T MULTIPLE PANEL BODIES SHALL HAVE LAP SEAMS W lcI SHALL BE TIGHTLY JOINTED WITH 3/8' Dlo. alT i 7F�i 30'6469 R-4342TE \ NLM 2Y O THE TOE PLATE ANCHOR SHALL BE CONSTRUCTED OF 10 GAGE GALVANIZED STEEL AND BE REOUIRED an 1. MIN.i.OCAST a.S Z CONCRETE THICKNESS 6'- UP TO S' DEPTH 8'- UP TO 12' DEPTH 12'- OVER 12 DEPTH STORM MANHOLE No scALE, w/ CONE TYPE REDUCE 2 t/4 5" +;I2 t/� 4' I 1 T19" CU -WASHER 13/16. �L 1}1} 3/4' D a BAR F ' 'SPHERICAL Rg01U5 HOOK BOLT AND NUT Y to 4" (75mm TO 100x.) HIGH LEnEll TO BE STAMPEO AS FOLLOWS: -S' Ms I., Storm Sewer SS is for Sanitary Sewer -0 is far.Subsvrlace or Base Drain C is for Conduit G is for Gas ' W is for Water 6"inch - .. (100 mm). . 4e' 6'-0' Si 6--s- mass. . HD 1l YN IlwHI qbM -4. W',` puaUe , aw s.. A Iro°mlaa CURB STAMP .' HATAILTON COUNTY HIGI114AY DEPARTMENT ' xamu Av-u-si —nwlu 'eamwx ='w' ?�ary — 91c nw t B a M PRECAST BOTTOM SECTION c DRENSON REFERS TO MAIMI91 RPE ME 11145- OR UA ANGLE 90 MAY BE MOE Riveted Stub C D Z 21• A-0' 24' � p' 7' 4'-0' 30' 4'-6• 36' S•-0' 42' V-6' 4e' 6'-0' Si 6--s- Riveted Stub O p - `Z RI Z a A1022-1 NOTES: HD R-int-AGRADED AREAS 24' END SECTIONS AND TOE PLATE ANCHORS SHALL CONFORM TO ALL APPLICABLE REQUIREMENTS AS HD R-1772-CTRAFFIC &SS'PD AREAS 24'24' SET OUT IN THE STANDARD SPECIFICATIONS ` NII R -3501-N l LOW POINTS N ALLOY RPE CULVERT ALUMINUM ALLOY END SECTIONS $HALL ALSO a M 7495 -LH-RH R -3501 -TL -1B D AND AL S ALL BE AL USED AND ALL COMPONENTS PARTS SMALL BE ALUMINUM ALLOY AS SET IN THE STANDARD SPECIFlCATONS T PE FI 25' 2T7010 R -304(1T MULTIPLE PANEL BODIES SHALL HAVE LAP SEAMS W lcI SHALL BE TIGHTLY JOINTED WITH 3/8' Dlo. - y 30'6469 R-4342TE GALVANIZED RIVETS OR BOLTS. f- 2Y O THE TOE PLATE ANCHOR SHALL BE CONSTRUCTED OF 10 GAGE GALVANIZED STEEL AND BE REOUIRED an 1. MIN.i.OCAST ON ALL STEEL RPE END SECTIONS. IT SHALL BE MATCHED -PUNCHED TO FIT HOLES IN SKIRT UP, AND Z SUPPLIED LOOSE. COMPLETE A,TH 3/8' Dia GALVANIZED BOLTS. COST THEREOF SHALL BE INCLUDED IN ,0 CONIC. THE CONTRACT UNIT PRICE PER EACH EOR 'PIPE END SECTION'. H o I WHERE VITRIFIED CLAY CULVERT OR CAST IRON CULVERT RPE IS USED A "PIPE END SECTION' COMPARABLE IZI i - - r - Box TO THAT AS SHOWN FOR METAL OR CONCRETE SHALL BE AS APPROVED BY THE ENGINEER U END SECTION$ WILL BE PAID FOR AT THE CONTRACT UNIT PRICE FOR 'PIPE END SECTION' COMPLETE IN PLACE AND ACCEPTED. PIMPLED CONNECTION BAND MAY BE USED TO CONNECT PIPE END SECTION TO HELICALLY CORRUGATED PPE TRASH SCREENS &ANIMAL GAURDS TO BE USED ON ALL OPEN INLETS & OUTLETS In 'G O SPECIFICATION FOR HOOK BOLT AND NUT m G = BENCH COON BOLT MATERIAL SH ALA MEET THE CURRENT A,S.T M A-307 THREADS SHILL BE AMERICAN STANDARD `m COARSE THREAD SERIES. CLASS II FREE FIT BOLTS SCALL BE GALVANIZED TO MEET CURRENT AS.LM. J` SPECICARON A 1P THE THREADED PORTION SmALL N07 PREVENT TURNING THE NUT BY HAND. NUT AND /� m WASHERS SHA -L BE CARBON STEEL HOT DIP GALVANIZED TO MEET A.S,T.M. SPECIFICATION -A-153, hey r NUTTHREADSSHALL BE AMERICAN STANDARD COARSE THREAD SERIES ( 1/64' Mo.. OVERSIZE ). CLEANED AFTER' GALVANIZING TO PRGMIDE A FREE RUNNING ITT ON THE CLASS II BOLT NUTS SHALL BE 1 1/i ACROSS W RATS. 13/16 THICK, CURVE CROWNED TO APPROXIMATELY 1 RADIUS U Is EJIW NEENAH"T�EUSEUSE Z a A1022-1 HD R-int-AGRADED AREAS 24' 241022-3 HD R-1772-CTRAFFIC &SS'PD AREAS 24'24' 7490 -Mt R -3501-N LOW POINTS 24' 24' 7495 -LH-RH R -3501 -TL -1B ROW LEFT OR RIGHT 25' 2T7010 R -304(1T LOW POINTS 30' 30'6469 R-4342TE SWALES 23' 2Y HAMILTON CO. SURVEYORS OFFICE UNDERCUT SWALE BY 0.2' TO PROPOSED GRADE ALLOW FOR FUTURE SILTING J Z a M INFORMATION FOR CASTING APPROVED PAVEMENT I &SS'PD w ai Z rNl ONNECTION ¢ a �3 O MIN.i.OCAST CONIC. F71 - - Box U LU GROUT = BENCH din ' LU .Q (o PRECAST SHALLOW INLET W NO SCALE — W Q I:� J EXISTING GRADELLI a 5/1 - - iL .. I�' y. HAMILTON CO. SURVEYORS OFFICE UNDERCUT SWALE BY 0.2' TO PROPOSED GRADE ALLOW FOR FUTURE SILTING J L'', a APPROVED TYPICAL SWALE DETAIL FIN. j'L' E ® JE�OP BY n� Z//�ATE: AUG 17 1995 .3vEET': NO SCALE AUG 11'1995 Approved Where drainage plans comply With Hamilton County VVQ2 Regulated Drain Design Standards only and does not imply OFFICE OF HAMILTON COUNTY SURVEYOR.`^Q 9reil,ege-Beard-aeeeptence-mar-seeoMol7-pN2la ill Z O Z O w ~ O W Z... U, Z' 0 . ']F �..: Q Q Tn a W li VIA pNG H'fRfv19LTON' CC. SW'RV'EY'ORS OFFICE � U � U) ':W API<, 9 OVED ¢' J Q > � M y ��X/ DATE AU6 17 1995. = Q o. ��RVEwO B Z Approved where drainage plans comply with Hamilton County. < i... Regulated Drain .Design Standards only and does not imply Drainage Boord acceptance rlar %eg9Adary Plot approval;' •7 i �� Ld > LL 'I�. (D 5 F.,T L! :Ba AUG 11 1995'` SHEET . OFFICE OF HAMILTON COUNTY SUCU❑CS - �90 v l 1'p `� jYTT�S ;f LAN: e Ykfa�r a 18. - Backfilling: For u depth of at least.'12 inches above the - - 15... Water and sewer line crossings and separations shall be top of the pipe, bookfill with earth' or .granular.' material - - Q + free from largerock fragments, roots or sod. Tamp -be letones, this backfill thoroughly, taking care not to. disturb the - i6. } Ire pipe. For the:: remaining. trench depth, bdakfill with earth - a _ SECTION 02720 -STORM- SEWERS ' barricaded when left .unattended. larger than four (4). inches.' Backfill under walks, parking 1. Scope of Work - 17. No water shall be permitted to flow into the sanitary'sewer - and shall be thoroughly compacted by. approved: methods to the - density specified.. Trenches' parallel to.and within. five (5) - - s stem during 'construction. "Contractor she utilize y - g ll 111 e a -pump . _ -. The work _under this sectionincludes all storm sewers, storm to keep the. water level below.. the pipe. Pumpdischarge.' shall sewer inlets, and 'related items including' excavating and . - backfilling, .necessary to complete the work shown on the - J sewers shall be pluggedif until such time as all'.bests on the ..:Plans... e sewers have been completed and the lines have passed all punch 17. Manhole Inverts: Construct 'manhole flow channels of con- 'sewer �`sRe lists .( -r PLUG5 {02 SEw£K.SWRIl 5E MFeHRN1CRC SCREW TYPE) ' 2. '-Stand 'ard Specifications of Town/City/County'of- HAMILTON Co. .4"oINDIANA - _ and Indiana Department of Highways Stan- iii , All y sewer laterals installed'b : the mainline Contractor shall' . dard Specifications. (IDHSS), edition, shall apply for - ' g be bedded the same as:the. main'. line-. sewer.' _ : all work and materials.: Pipe shall be installed in accord - 7 - - -once with. Section 715 of IDHSS. All ' trench' excavations r�- deeper than five (5) feet are covered by OSHA Standard 29CIR - - .1926 Su(part. P. ' any testing done on the sewer. '-'- TYPICAL SANITARY SEWER SPECIFICATIONS 3.' A All storm sewer pipe shall'. be reinforced concrete pipe + - conforming to ASTM Designation C-76 Class III, unless - - otherwise noted,, in accordance' with Section 906 of 'CLAY TOWNSHIP REGIONAL WASTE DISTRICT IDHSS:.. Joints shall conform to 'ASTM C-433, : latest REVISED OCTOBER - 21. revision.- . .1992 - _ Regional Wasteare: - 1. 'Standard specifications of the clay Waste District andindiana-' - - B. Alternate pipe material may be (aluminum coated) steel,: -Department of Highways shall apply for all work and materials.'- - 'Type- It material conforming to the current AASHTO -M36 + 'Pipe shall be installed in Accordance with section 716- -{: for pipe 18 Inches and smaller with a helical corrugo- , tion of 2-2/3" x 1/2" dad' AASHTO M196 for pipe 21 - 2. Sanitar sewer y pipe shall :be PVC in accordance with ASTM D-' inches atl larger with a' helical Hyflo corrugation of r _ 3434 (S..D.-R. 35) and ASTM 2321. PVC pipe shall have grooved' 3/4" x .3/4" x 7-+/2". 5. bell and gasket. The pipe , -shall be made of PVC plastic having- --' 0.15% 'acell classification of 12454B. " Ali CMP pipe shall meet the following -minimum gages -' 22.', unless specified otherwise: . 3. PVC sewer. fittings shall conform to the requirements. of ASTM sewer for each manhole'. section` d9. construction progresses. - x `D -3034 -89. -specification. Fittings in sizes through 8" shall 12 inch through 36 inch shell be 16 gage' - :. 42 inch through 48 inch shall -be -14 gage a socket depths as specified in sections 7.3. _ '.54 inch through 84 inch shalt: be. 12 gage , ..6.2 and 'Fittings' -1o" and •larger shall be. molded or fabricated -iii in sections can be"constructed in. advance of such measurements. - - --' -23. All sewers shall be installed so as not to exceed the . and gaskets. wall thickness'. of fittings shall be SDR'- - maximum allowable pipe; strength per ASTM and manufac- 24 as defined in section 7x4.1 0£ the specifications. ;Gaskets` turer's requirements. If additional pipe strength is �' - ,. required for the probable earth live load condition, a, sectional area Of 0.20 Square inches conform to ASTM F- - the Contractor shall use ahigher strength or bedding ,And. '477 specification. Fittings 'shall :be manufactured..' by. Harco method to satisfy the conditions. ' or equal., - C. Where -shown on plan, use high density Polyethylene t All sanitary manholes shall. be "precast concrete" manholes.in HDPE Corrugated smooth interior B ( accordance with ASTM C-478 and Section 720. O -Rings shall 0.012)) Pipe and fittings whichmeetexceed the i ' IF conform to C-443.-- Kent 'Seal or equivalent shall' -also be,'-' requirements of Type III, Category 4 or 5, Grade P33 or applied to all joints and.:between riser 'rings and castings. " P34, Class C bedding per ASTM D1248. Joints shall be - I r - split corrugated couplings at least 7 corrugations wide ' Butyl rubber coating shall be applied around eai inhole - and exceeding the soil tightness requirements of AASHTO specifications joint from 6-in6hes above'.to 6 -inches below each.;i The: - standard for Highway Bridges, Section 23 appropriate primershall be applied prior' .to ai Ig the - (2.23.3). Backfill and installation shall comply with - rubber coating. Inside joints to be filled with.'pi `, plug manufacturers recommendations, material. - 6. . 4. " Subdrainage system shall be installed as shown on Plans and are to be 'adjusted in -the field by., the''b 'T neer 's be of pipes designated in Section 906 of IDHSS as follows: ' ,representative, should a discrepancy. occur hetween'; grade i Pipes to be installed for subsurface drainage only may be and existing grade. New manhole..ring :and cove' _ ill ' be,. one of the following: ' 'installed to establish grade. Maximum heights adyusting A... Perforated corrugated drainage pipe in accordance with rings shall be 12 -inches. - AASHTO M252 or: AASHTO M294. PVC shall have minimum .. - cell classification conforming to requirement of 7. ' 12454-C ASTM D-1784. with material. 'Trenche's opening within -5 -feet of B. Concrete drain the in accordance with AASHTO M178. _granular. paved roadways 'sha'll be backfilled'with granular mat'eria'l in - C. Vitrified clay tile in accordance with AASHTO M179. Accordance with211. Backfill under sidewalks 1' .'".:section shall be granular, .,unless the 'walks are constructed a.minimum Where pipe is to be used for a collector of other subsurface of .6 months after backfill has :been in-place, laterals and/or sump. pumps and installed with provisions for G _ cleaning, it may be one of the following: estate highways, city and county permits, have been obtained by,. - - - A. ABS or PVC composite in accordance with ASTM D-2680. 9:. The Contractor shall be requiredtofurnishthe developer's. - B. PVC in accordance with ASTM D-3034 SDR -35, Engineer with -a set of :prints, marked in red pencil., showing C. PVC corrugated with smooth interior in. accordance with - _ ASTM F949. as -built" prints be received b -depth and length...such " y - 5.. Backfill around all structures and cuts under paved areas authorized:. Thesanitary sewer laterals and. stubs termination and within five (5) feet of pavement edges with granular r shall be -indicated on the. surface with.a metal fence post set material in accordance with Section 211 of IDHSS. - immediately above Said termination point.;: - All sanitary sewer .lines upon completion will be required to - " 6. See standard detail sheet for construction dimensions of .10: pass a In. infiltration weir'test'-anda low .pressure air testy storm 'structures. Manholes, inlets end catch basins shall -' unless_ otherwise directed. by'.the-Engineer. Said test shall - be in accordance with Section 720 of IDHSS. Precast can- _ trete and steel for manholes and inlets shall be in accord - '. witnessed. -by an Engineer and a -.representative of the Clay once with ASTM C-478, latest revision. Steps shall be Waste District; ductile iron or aluminum integrally cast into each catch. - - basin sidewalls. - - - 7. The Contractor shall provide a minimum of one (1) foot of No: pipe shall -exceed _a vertical' deflection Of 5: Percent earth cover over all storm sewers. If pipe is to have .days, deflections test- results. - (*The:- following , areconsidered'.'' construction traffic over it, Contractor shall provide a - minimum temporary earth cover of"four (4) feet, until con- - struction period is complete. After completion of opera- nine-point:mandre,l. Proving rings:,shall be available. - tions requiring construction traffic over pipe, Contractor 12. - shall remove the temporary earth cover and grade the earth ' Engineer for certification'. and a representative of the Clay to elevations'' shown on the Plans. 'Waste District.: .. _ + - 13. - 8. Rip -rap particles shall be a minimum of 6" and a maximum of - - 17" in size and shall be placed a. minimum of 18" in depth. _ - Dimensions for rip -rap on plan are for estimating 14. Bedding for flexible pipe .shall be Mo. 8 -crushed stone from_ ,this purposes' only. Actual best placement of rip -rap shall be .6 -inches -below the pipe to,12-inches above the Pipe•.-,. Bedding'-' 6 -inches determined by field conditions and shall be in accordance - with Section 616 of IDHSS. .below thepipe to the spring line of the. pipe and sand or equivalent:. ` point to.12-inches above shall be :Pill no less than 6 -inches of NO-, 9. All drainage pipe and ditch outfalls to receiving streams ,. shall be constructed in accordance with drawings, subject crushed stone bedding. however, to any modification required by Engineer at the y time of installation is completed and to any adjustments - - needed for field conditions not adequately anticipated by the. design drawings. 10. Castings shall' be as shown on detail sheet for manufacturer, type and number. All castings shall be Neenah or East Jordan approved equal. Castings shall be gray iron meeting ASTM A-48, latest revision. 11. Install gaskets. in accordance with manufacturers recommen-dations for use of lubricants, cements and other special installation requirements. 12. Place plugs in ends of incomplete piping at end of work day .. or whenever work stops, and at stubs for future development. 13. Carry, depth of trenches for piping to establish indicated flow lines and invert elevations. Notch under pipe bells - 'where applicable to provide solid bearing for entire' body of - pipe. - - 14. Trenching: Lay oil pipe in open trenches, except when the local authority gives written permission for tunneling. . Open the trench sufficiently ahead of pipe -laying to reveal any obstructions. The width of the'. trench shall be the - outside pipe.diameter plus nine (9) inches each side for 12 - - inches above the pipe or 0.3 x O.D., whichever is greater. s, Sheet and brace trench as necessary to protect workmen and . adjacent structures. All trenching is to comply with Occu- r' - pational Safety and Health Administration standards. Con- tractor shall employ a Registered Professional Engineer to ..design trench safety systems for all trenches over twenty (20). feet in depth. Keep trenches free from while .water construction. is in progress. Under no circumstances lay pipe orappurtenances in standing water. Conduct the dis- charge from trench dewatering to drains or natural drainage - - channels. - 15. All., pipes on steep slopes (over 207) shall have concrete. - anchors at maximum 40 feet intervals as shown on detail ill Z O Z O w ~ O W Z... U, Z' 0 . ']F �..: Q Q Tn a W li VIA pNG H'fRfv19LTON' CC. SW'RV'EY'ORS OFFICE � U � U) ':W API<, 9 OVED ¢' J Q > � M y ��X/ DATE AU6 17 1995. = Q o. ��RVEwO B Z Approved where drainage plans comply with Hamilton County. < i... Regulated Drain .Design Standards only and does not imply Drainage Boord acceptance rlar %eg9Adary Plot approval;' •7 i �� Ld > LL 'I�. (D 5 F.,T L! :Ba AUG 11 1995'` SHEET . OFFICE OF HAMILTON COUNTY SUCU❑CS - �90 v l 1'p `� jYTT�S ;f LAN: e Ykfa�r a 18. - Backfilling: For u depth of at least.'12 inches above the - - 15... Water and sewer line crossings and separations shall be top of the pipe, bookfill with earth' or .granular.' material - - - accordance with Ten. States' Standards.' free from largerock fragments, roots or sod. Tamp -be letones, this backfill thoroughly, taking care not to. disturb the - i6. Trench shall opened o sufficientl P ,. y ahead of ;pipe laying to pipe. For the:: remaining. trench depth, bdakfill with earth - reveal. obstructions,. -,and shall' be property protected -and/or _ or granular n iial..which may contain stones^or rocks -not barricaded when left .unattended. larger than four (4). inches.' Backfill under walks, parking areas, driveways and•streetsshail be granular material only - -, 17. No water shall be permitted to flow into the sanitary'sewer - and shall be thoroughly compacted by. approved: methods to the - density specified.. Trenches' parallel to.and within. five (5) - - s stem during 'construction. "Contractor she utilize y - g ll 111 e a -pump . _ -. feetof paved roadways shall.bei constructed the same. ,. to keep the. water level below.. the pipe. Pumpdischarge.' shall .All granular. backfill shall be compacted to 95% Standard Proctor - - - - - be directed to . -a storm, outlet. AnQ pipe entering'. existing maximum dry density. - - - sewers shall be pluggedif until such time as all'.bests on the sewers have been completed and the lines have passed all punch 17. Manhole Inverts: Construct 'manhole flow channels of con- 'sewer lists .( -r PLUG5 {02 SEw£K.SWRIl 5E MFeHRN1CRC SCREW TYPE) ' trete, pipe or brick, smoothly finished and of semi- - circular section conforming to the inside diameter of the - connecting sewers, Make changes in size iii , All y sewer laterals installed'b : the mainline Contractor shall' . or grade. gradually and changes. in direction by true curves... Provide. such be bedded the same as:the. main'. line-. sewer.' _ channels for dl connecting sewers at each manhole.- .. - 0.9. Forty?eight (48) hours notice'shallbe given.. to the Clay Regional Waste District prior to,.. the start of sewer - - construction. Also, 48 -hours notice shall be given prior to any testing done on the sewer. '-'- TYPICAL SANITARY SEWER SPECIFICATIONS 20. Manhole castings shall be stamped "SANITARY SEWER" (Neenah -.or - TO BE USED FOR PRIVATE SEWER DEVELOPMENT CastingR 1642. equal)-and:be self-sealing'type. Waterproof ' :WITHIN �- - - castings- shall be Neenah R -1916 -Fl and stamped "Sanitary p_ Sanitar 'CLAY TOWNSHIP REGIONAL WASTE DISTRICT Sewer"'. REVISED OCTOBER - 21. The minimum slope £or sewer acceptance by the -Clay Township -I)isCrict .1992 - _ Regional Wasteare: - 1. 'Standard specifications of the clay Waste District andindiana-' - Size of Pice Minimum constructed .slope. -Department of Highways shall apply for all work and materials.'- - 8 -inch 'Pipe shall be installed in Accordance with section 716- -{: 0.40& -inch �• : to 0.28$ - 2. Sanitar sewer y pipe shall :be PVC in accordance with ASTM D-' 12 -inch, - 0.22 _ 3434 (S..D.-R. 35) and ASTM 2321. PVC pipe shall have grooved' 15 -inch 5% 18-i0.1nch bell and gasket. The pipe , -shall be made of PVC plastic having- --' 0.15% 'acell classification of 12454B. -' 22.', The Contractor shall provide measurements of the slope of the 3. PVC sewer. fittings shall conform to the requirements. of ASTM sewer for each manhole'. section` d9. construction progresses. - `D -3034 -89. -specification. Fittings in sizes through 8" shall such. -measurements shall be certified by a .Registered Land be molded in one. piece with elastomeric joints and minimum Surveyor or'Engineer and be available on -site -for observation socket depths as specified in sections 7.3. by the District's, Inspector:' 'No more than three manhole ..6.2 and 'Fittings' -1o" and •larger shall be. molded or fabricated -iii in sections can be"constructed in. advance of such measurements. - - Accordance. with section 7.11 withmanufacturers standard pipe'.' - bells - -23. . In the -event the Contractor does. not meet the minimum' slopes,. . and gaskets. wall thickness'. of fittings shall be SDR'- ' the sewer 24 as defined in section 7x4.1 0£ the specifications. ;Gaskets` section and any otheraffectedsewer sections shall for elastomeric' joints shall be molded with ;a minimum cross- be reconstructed to meet such minimum slopes. sectional area Of 0.20 Square inches conform to ASTM F- - - - - ,And. '477 specification. Fittings 'shall :be manufactured..' by. Harco ' or equal., - - - 4. All sanitary manholes shall. be "precast concrete" manholes.in accordance with ASTM C-478 and Section 720. O -Rings shall -. conform to C-443.-- Kent 'Seal or equivalent shall' -also be,'-' applied to all joints and.:between riser 'rings and castings. " Manhole step spacing shall .be. no:more than 16 inch 5. Butyl rubber coating shall be applied around eai inhole - - joint from 6-in6hes above'.to 6 -inches below each.;i The: - appropriate primershall be applied prior' .to ai Ig the - rubber coating. Inside joints to be filled with.'pi `, plug material. 6. The casting elevations are set by plan. However, nth, stings are to be 'adjusted in -the field by., the''b 'T neer 's - ,representative, should a discrepancy. occur hetween'; grade i and existing grade. New manhole..ring :and cove' _ ill ' be,. - 'installed to establish grade. Maximum heights adyusting rings shall be 12 -inches. - - 7. Backfill' around Allstructuresand:.all Cuts'under paved areas.: . with material. 'Trenche's opening within -5 -feet of _granular. paved roadways 'sha'll be backfilled'with granular mat'eria'l in - Accordance with211. Backfill under sidewalks .'".:section shall be granular, .,unless the 'walks are constructed a.minimum , of .6 months after backfill has :been in-place, B. The Contractor shall be responsible. for verifying' that all _ estate highways, city and county permits, have been obtained by,. - the developer prior t:O.Start of construction. 9:. The Contractor shall be requiredtofurnishthe developer's. - Engineer with -a set of :prints, marked in red pencil., showing - actual sewer location and invert,. to.: include. lateral 'location,. as -built" prints be received b -depth and length...such " y the Engineer before the final contract'' payment can be: authorized:. Thesanitary sewer laterals and. stubs termination shall be -indicated on the. surface with.a metal fence post set immediately above Said termination point.;: - All sanitary sewer .lines upon completion will be required to .10: pass a In. infiltration weir'test'-anda low .pressure air testy -' unless_ otherwise directed. by'.the-Engineer. Said test shall Abe.conducted according to. NCPI Standard Method, and shall be '. witnessed. -by an Engineer and a -.representative of the Clay Waste District; 11. Deflection tests shall be performed on all flexible* pipe. -after ' the final backfill -has been in-placei at least 30- No: pipe shall -exceed _a vertical' deflection Of 5: Percent .days, deflections test- results. - (*The:- following , areconsidered'.'' non -flexible pipes: concrete pipe, ductile iron pipe and caste iron pipe.') The: deflection test shall be performed with a nine-point:mandre,l. Proving rings:,shall be available. 12. All mandrel testing shall be observed ,by a Professional' ' Engineer for certification'. and a representative of the Clay 'Waste District.: .. - 13. The ends 'df laterals are to be plugged tight with 'a braced_ plastic disc or cap, capable of withstanding a low pressure air - _ test without leakage. 14. Bedding for flexible pipe .shall be Mo. 8 -crushed stone from_ .6 -inches -below the pipe to,12-inches above the Pipe•.-,. Bedding'-' 6 -inches --for rigid-. pipe shall be No. 8 crushed stone from from this .below thepipe to the spring line of the. pipe and sand or equivalent:. point to.12-inches above shall be :Pill no less than 6 -inches of NO-, Manholes shall he Placed on .8. crushed stone bedding. y ill Z O Z O w ~ O W Z... U, Z' 0 . ']F �..: Q Q Tn a W li VIA pNG H'fRfv19LTON' CC. SW'RV'EY'ORS OFFICE � U � U) ':W API<, 9 OVED ¢' J Q > � M y ��X/ DATE AU6 17 1995. = Q o. ��RVEwO B Z Approved where drainage plans comply with Hamilton County. < i... Regulated Drain .Design Standards only and does not imply Drainage Boord acceptance rlar %eg9Adary Plot approval;' •7 i �� Ld > LL 'I�. (D 5 F.,T L! :Ba AUG 11 1995'` SHEET . OFFICE OF HAMILTON COUNTY SUCU❑CS - �90 v l 1'p `� jYTT�S ;f LAN: e Ykfa�r a