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Home My WebLink AboutRevised Site PlansBENCHMARK SURVEYING, INC. Land Surveying · Civil Engineering · Environmental Engineering ° Geotechnical Engineering Transmittal Sheet To: Item(s) of Transmittal: From: Date: Re~ CARMEL DEPARTMENT OF COMMUNITY SERVICES One Civic Square Carmel, IN 46032 Revised Jack's Tool Rental Site Plans Scott Bordenet 7-17-03 July 16th TAC Review- Jack's Tool Rental Please contact me if you have any additional requirements. D. Scott Bordenet Director of Engineering Cell: 79 7- 72 04 9855 Crosspoint Boulevard, Suite 110 · Indianapolis, IN 46256 Ph (317) 841-1506 · Fax (317) 841-1507 INDEX Sheet No. Description Release Revision I Title Sheet 07/15/03 - 2 Topographic Survey 07/15/03 - 3 Site Plan 07/15/03 - 4 Grading Plan 07/15/03 - , 5 Landscaping Plan 07/15/03 - ii Photometric Plan 07/15/03 - 7 Photometric/Misc. Details 07/15/03 - 8 Erosion Control Plan 07/15/03 - 9 Erosion Control Details 07/15/03 - 10 Miscellaneous Pipe Details 07/15/03 - 11 Miscellaneous Site Details 07/15/03 - 12 Construction Specifications 07/15/03 - CARMEL UTILITIES EI~CTRIC: Ciner~ 1441 South Guilford Carmel, IN 46032 Attn: Dean Groves TELEPHONE: Ameritech 5858 N. College Ave. Indianapolis, IN 46220 317-252-42§8 Attn: Oreg Conunack ...... GAS: Vectren Ener~ Deliver~ 16000 Anisonville Road Noblesville, Indiana 46060 317/776-5§26 Attn: Jerr~ Breek WATER: Carmel Utilities One Civic Square Cannel, IN 46032 : 317/571-244~ Office John Dully iduff~ci.carmel.in.us SANITARY Carmel Utilities SEWERS: One Civic Square Carmel, IN 46032 317/571-~4~3 Office John Duffy iduffv~ ci.carmel.in.us STORM Department of Engineering SEWERS: 14701 Cumberland Road, Suite 300 CArmel, IN 46060 (317) 776-6330 Office (317) 776-6322 Fax Kate Weese, P.E. - City .Enidneer kbovleeci.carmel.in.us CABLE Cable Television TELEVISION,' Bri~hthouse Network/ Comcast Cable 516 Rast Carmel Dr. Carmel, IN 460112 317/632-9077 RxL Attn: Andrea Clark STREETS: Carmel Street Department 211 S.W. 2nd Street Carmel, IN 46032 (317) 571-2637 Office (alT) 571-265o Dave Klingensmntth dl~in~ensmith~ci.carmel.in.us _ JACK'S T 0 0£ REN TA L SI TE 410 West C rm el Drlve Corm eI, In dl n Fishers, Indiana 1"= 2000' Inset of Carmel & Fishers, IN USGS 7.5' Quadrangle BENCHMAR~ SURVEYING, INC. Plans Prepared For: Jack's Tool Rental 410 Yest Carm el Drive Carmel, IN 46032 Fa~ 317/ Gary Runyon Plans Prepared By: Benchmark Surveying, Inc. 9855 Crosspoint Blvd., Suite I10 Indpls., IN 46256 Ph. 31 7-641-1506 Fax 31 ?-641-1507 A~en cy Con ta e t Info.: C~rme] fleparlm~nt o~ Community Services One Cirlc Square C~'mel, Indiana 46032 Ph. SI 7/571-2417 Mike Holliba ugfl These documents are subject to periodic revisions by Benchmark Surveying, Inc. The holder is responsible for verifying that these documents are the most current prior to use. These construction plans and the ideas, designs and concepts contained herein are the intellectual property of Benchmark Surveying, Inc. They are not to be used or reproduced in whole or in part, without the written consent of Benchmark Surveying. 2003 Benchmark Surveying Inc. Hamilton County, Indiana JACK'S TOOL RENTAL SITE 410 West Carmel Drive Carmel, Indiana ,,,,,,~ "~:,.,,,,. ~ CtoMpoMt Biwl~ 5~lt~ 11o pl~ for co~l~ ~eI ~, C~, ~ for Ja~ ~ool ~. ~ for ~ PI~ ha~ ~ea ~m O~a~ Beno~k fles~p~on: ~empor~ ~~ De~p~o~ ~ht pole = ~3~.5~ ~. =830.~7 INDIANA UNDERGROUND P~NT PROTECTION XER VICE _ _ .... Project: [laek's Tool RentM] Sheet No. : ' 1 of , ., 4~ -/~'~ ' I Kauffman, Reese · Unda I ".~ , IPS ......... '~ ........... ~~'ULEo2~9 281.7g' (R) Z~~ E"Co~E~IN~uaES O~,,,~12L~UE~ C0~P~ I1~ .'" d "~ ~ Cop gn , /~ / ~= ' ~ I ~ok2~Poa,~o, I1~ ' ~'~ / ~ / nhole ' / ........ //~ r ~age Rack ' e ....... i a ~ ~E data was ga~ u~g ~md~ r~ ~g t~n~ w~ = ~'~ '~'~ I Q ~ m B~mic total stat~ md d~a ~lectm ~e~t~s m h~d ~Haces ~ = ~ v~ i ~: c~ ~e ~mte to w ; ~ ~ ' '-- te to w~ 0.1 f~L ~t~ ~e Hott~ ~ up~ ~t~a~ of ~ ~ = ~ PE~ ~ ~ ~ de~ms ~o~ h~ md ~e ~e to gm~dly ~ me hdf ~e ~ - . ' ~ Z ~ ~ ~o~ ~ rekm~ b~atim rely. Reff~mt ~y ~. = ~ ~ W/G~ ~ PVP v/con ot ~ta~ ~b ~e ~ of ~b ~o~L ~ = ~RRU~ ~ PIPE ~ (3) Tr~n ~ ~R~ u~ ~ ~ ~ ~ne 5, 2~ ~P ~K~ ~DHE E~N~ ~12" ' ~ t W 8" Cia Inv Elev-820 86 u~: ~ ~me ~ - rn.r~ ~ ~!~ ~ C~d ~ ~ .......... ~ ~ squ~e ~ c~ete li~t p~e be~ ne~ .... FL~NE --~ ~O~a Sm[~ ~ 6/05/03 .... Rsm-o~-W,~ ........ ~ N85'02 '09 "W ~ ~,, ~h Right-of-Wov Lin~_ ~ ~.~ ~ ~ ~ P~ of the Eo,t Holf of ~cti~ 3 East ~ Ham~t~ C~nty, ~dlana, m~e p~u shyO ~r~ ' - v~* ' ' ' ~ ~__ ~ or We~he Su~ey ~90-132 Su~eyed Tract% ~ ~ed as ~ -- -- ~ ~m~cing at ~e N~heast c~ of ~e N~heast ~a~ ~... -- -- ~ -- -- ~ of Secti~ ~, To~ 18 N~, Rqnge 3 Eas~ ~ce ~th ~ ~ .... 1~ CMP ~ de~s ~ minutes ~ ~ds (a~m~ b~Hng) ~ ~d ~'00 ~"~ ~ . ~ along ~e East llne of ~id N~st ~ 1,1~ f~ _ ~ ~ /0~.4~ ~ (~~ce ~th 8g d~r~s 27 m~ut~ 30 s~ W~t 2,~1.54 ~'~5'~0~ ~-~ _ /f~t' ~ce S~th O0 d~r~a 02 mlnut~ ~ secmds West ~ M w /~ ~M~ Inv LleV ogo ou ~ line /~.4~ met to f~ ~ce ~th 85 d~ ~ m~ut~ ~ ~ ~st 281.79 f~t ~o ~e ~t Ibc of b~g ~ e ~ wt~ e ~iua of 4~.~ f~L ~e ~us p~t of ~i~ b~m teng~cy, ~i~ b~s N~h 85 minut~ ~ s~ds 60.~ ~t to ~e N~ d~ ~ mlnut~ ~ ~c~ ~ ~ ~d ~g ~ ~t- ~ ~ ~ ~ *1 of-way I~e 1~.~ feet to ~e ~ ~ BE~NNING, c~to~ing 1,591 o~e, m~e ~ I~ ~b~ct to ~ ~s~t to be rm~d f~ ~oinoge ~d ut~Ries being 15 feet in wld~ along ~e ~tke N~ ~de ~ d~ht~-°f-w~'there°f' md ~ub~ct ~h~ , loll .... JACK'S TOOL RENTAL SITE 410 West Carmel Drive Carmel, Indiana "C_rFZL ENGZNEERZNG OIV~Y _____-- ~ so. % j~)oo113 J -_= , ,.,,,_o., "//; ,,,,,m¢,,,~ ,/uZy l§f.b, ,?.008 Topographic Survey 9~55 ~apoiat ~l., Suite 110 Pit M?...~41-15l~ Fu M~'"~I-1507 ~ojeet , , Ow*'aet/Oeve]oper: L RENTAL INC CAlOMEl... IN 317-69t- 7278 ... ?rojee[ · 3-248 [Jack's 1'oo] Eenta]] Sheet No, · · g of 12 C C ;5 UE',/~LO[-'MEN: COf,4PANY PWP W/Conduit & (.~) of the Surveyed Tract i WMTR 127 Sign 2' MOE CONCI~'IE !NDY, f~c. n~trume~t /~.~! !8646 159! AC ~ dOJ. S STOP HA~ AJ~A TO LIGHTED SIGN RELOOATE EXISI1NG H~I~ANT TO THIS LOCA110N ~8~'oo'oo-~ ~8~.oo' N85'02'09"~ 185.06' Carmel Drive // , / / i ,// /" / // // /," // · /// // / // ./ / Inv. Elev.=820.7/~_) // f / // / 4,/ // / Cuz~e Data ,~_~ R = 425.00'"' ': ~' '~ Cur~e Length ~~.56' Sonltory Sewer .._ '~- -~ Elev.=829.40 ; ~ ~ W. 10" Clay Inv. D~.=B2~5 N. 15" Cloy Inv. Elev.=82~i1 -' SYMBOL LEGEND STORM SEWER IvlANHOLE CURB INLET SANITARY MANHOLE olro4 B,~tN ~GN ~ VAL~ ~ ~KER .... ~ ~ U~R~ ~~ U~O ~ ~0~ F~UNE ~ ~ ~ UHE ~~ WA~ UNE m~-~-~Y INOTE TO CONTRACTOR:*" A GEOMETRIC SHEET EXISTS FOR THIS PROJECT. PLEASE COORDINATE WITH THE DEVELOPER AT TIME OF CONSTRUCTION. DESIGN INFORMATION mm~mee: ~,~ (1) Omee Bufld~ MDL ~l Y~ ~ .N~ ~. ~ Y~ ~ 15' NOTE: THESE CONSTRUCTION PLANS CONTAIN INFORMATION SUPPUED TO BENCHMARK BY CROSSROADS ENGINEERING FOR THE PURPOSE OF SHOWING FUTURE RIGHT-OF-WAY AND INTERSECTION IMPROVEMENTS FOR THE ROAD, STORM SEWER AND SIGNAUZATION PROPOSED BY THE CITY OF CARMEL THIS INFORMATION WAS DEEMED CURRENT AT THE TIME OF FLUNG. NOTE: HATCHED AREA DENOTES AREA PROPOSED BY THE CITY OF CARMEL FOR FUTURE RIGHT-OF-WAY ALONG SW 3RD AND CARMEL DRIVE. 20 0 10 GRAPHIC SCALE 20 40 ( m FEE? ) 1 inch = 20 ft. JACK'S TOOL REI~AL SITE 41o West carmel 1)FIYe carmel, Indiana ~'~ljr .t §~, ~003 lppromd B~. ~. Soott Si te/~2i t y Plan ~ ~t ~, ~ 110 p~flent p~wlo~ of ~e M~u~ of Acotdent P~nHon ~ Cons~uc~on i~ed by AGC oY ~e~c~ ~d ~e S~ety ~nd He~ ~o~ o[ Cons~o~'on ~ued by ~e ~.~, Oep~eng ~. ~e ~n~ac~r sh~ be ~onMble loca~ ~ e~s~ u~e~ p~or ~aH con,ct ~e u~'e~ oomp~nf ~t least 72 hou~ prior ~ ~eno~t 3. ~e~ n~ [or comple~on ~, u~ ~, etc.), ~oo~ ~e~ ~d ho~zon~ 6. ~l Mte ~ns~c~on, ma~s, ~d ~no~, a~rm dr~n~ femt~, a~ance ~ ~ ci~ ~d a~te ?. Cono~te ~a~w, pa~, and o~e~se spee~ on ~e ~c~ ~ ~qu~d per~ ~e~ to 9. ~e ~n~ac~r shah [ield ~menaio~ be[o~ o~e~ matriX. o~er or his ~p~e~ ~d ~sol~ed p~or ~ ~e commenc~ent ~ ~ork. 10. ~ ~o~ O~er/Deve]oper: OL RENTAL INC CARMEL, IN 317-691- 7278 .... Project : 8-246 [laek's Iool Rental] Sheet No. · · g of d01S 8TOP / / / / / / / l:. / /' iI % / :/ ~' ~ I II ii .I.~ LIGHTED Carmel Drive // / , / /1 / / / /~. / z /// / / / / Inlet / // // // SYMBOL LEGEND. STORI~ SEWE~ ~NHOt. E C~ INL~ ~ff~RY ~ SI~N ~N P~ ~,i E~ FL~NE .... ~ ~ UNE ~-~-~AY 20 0 10 ne ~ (STl: ShL ?&ti) Sewer ~ (SAN: ShL n) -~-~.~ ~ ~.~--~) bm Sever DetaU, (S~ mt. 12) ski.. o) Lud~l~ ~ (LD:. ShC S) GRAPHIC SCALE 20 40 ( IN FEET ) 1 inch = 20 fL. JACE'S TOOL RENTAL SITE 410 West Carmel Drive Carmel, Indiana Grading ~Ian P~5 llramw~int BI~L, S~it~ 110 Indianapolis, 1Iq ~ PA. M7-841-II~I~ Fax M7-~41-1507 ~bu~ ~ ~ ~en~ ~d ~d o~ ~ pl~, 11. ~m~ cut ~ ~ Mo~ ~ ~ ~ 14. ~ no ~ fh~ do~ A~A~ dope ~d ~e~ ~~. ~~, ~e e~t ~ ~e~ ~d ~e~ ~d~ for (~ ~ P~ 1~) ~ ~ ~o~. 15. ~e m~m ~ or out ~o~ ~ ~ 3:~. Owner/Developer: Project · 3-248 [Jack's Tool Rental] Sheet No. · 4 of 12 STOP c? Lan&seapin~ Details:. Q-- Dedduoul Tree DMoil "- ~ Carmel Drive TOTAL ESTIIdATED TYPE PLAN-flNG DETAIL SYMBOL TOTAL REO'D. NUMBER A 38 17 SHADE I'~F..E ACER NIGEUM ORNAMENTAL TEEE B 38 21 MAI-US aRAB APPLE e c t9s 2- s..o. ,L~,~ JAPANESE BOXWOOD ] DENO~[$ PLAN~N~ TYPE ANO (~JANTITY f II I / / / .i/;' ,, · i/i/' / / // / ? // f )) /, CARMEL TREES Street Tree Speciee Recommendations List 1bls talicwing £mt is provided as a 9aide tP~the most opprogr'mt* specte~ ~m street tree plantings in urban areus . There is .~ single perfect F.e~; .the .mos,t, e,uccae.~fu.I . course ~- to ~h ~ planUng sit, ~j~.~.au.~s .ith tho right, tree .rot t.? spet., ?.c.n nit, must be evaluated and posaible/~Sfl'icbone, of tree apec~ no .t~..~n? re~i~ctmne include rooting ~pace, sail texture/soll pH, drmnogs, exposure, overneoo ~res a surrounding building eudacee. The tr~ appearing on this Jlat hove different requirem, en~_ond .tole_to,ea. NI. t~n theme speCieS should do wnil in ~thb urban forest envtronmem at carm~, uerare me~cu g any particular species ar var~. furl. her meearch should be done to ensure that th~..site ,auld satisfy the of the plant. Some of the species ar cumvarm listed here may readily avalidble at local numerias, particularly in oalipem traffic areas. Tree shelters and staling may pr~wkie limited SMALL TREES with narrow crowns (Suitable for tree idwns 3 to 5 feet wide, and under wlms.) ~'// ~ Acer/gri~,~m - Poperbark Maple . // / I Amelanchler arboreo - Shodblow ServlceDerry "/ / J ~Amelanchier x cjrancliflara ' Robin Hill' - Robin ~ J /~ Hill Ser~iceberry ~ y c ..... ko.. - ~o.-- Oag.aad / \~.,/J Fraxinus penne)4vanlca *Leprachan' - · N~/ J Leprochan Ash ,/~F'~ J ~acj~elia x quinquepeta 'Galaxy' - Galaxy ,/ I Magnolia // I Prunus eerruloto 'Amonngowo* - Amonogowo //- ~ Oriental Cherry ./ ~ Prunus virglnidno * Canada Red Select' - / ~ Canada Red Select Cherry Sorbus tianshanica 'Dwarf Orown' - Turkestan ,/ Mountain Ash / S~inga reticulate 'Ivory Silk' - ivory Silk dapanese Tree Lilac Acer rubrum //'" Acer sacchorinum Ailanthus altisnimo /;~ Betula papFifera Betule pendulo// Elaeagnus angustifalic Fraxinus vniuUna gidbra Ginkgo bilob~ Moms specieS , , Plcen er Pinue Pyrus celleryana '~df~{rd' Populu= alba // / Populus deltoldee// / Populus nlgra ')~alic}~' ~uercus palu~t;~e / ulm., '""~d~o / .. ./ / / ,' / ~ GRkPHIC S // ", 10 20 1 40 / SMALL TREES with broad crowns (Suitable lot tree kMns ct k~st 8 teat wide, and under wiss.) Acer compe~tre - Hedge Maple Acer ginnala - Amur Maple Acer tartoridn - Tmtarian Maple Amdanchier laevis 'Cumulus'- Cumulus Sel~iceben7 Carpinus coralinlano - American Homboom Cercis canadonele - Redbud Chionanthue virginicus - Fringstree Cornue altemifolia - Pagoda Dogwood - Silverbell - Amur I~mckia or Mayday - Shubert Chokecherry Robl~la peauococid 'Globahead' - Globe Locust Syringe reticulate - 3apanese Tree Uloc · ~imit u~e - over planted genus MED]'u'~ TRE~S (Suitable for tree lawne 6 to n feet wide. but not uncler wires.) Aesculue x cameo °Briotii' - Rubyred Ainus cordato - Italian Aider Alnu~ cjlutinosa - Eurapean Black Alder Betula nlgra - River Birch Betula nigra - R'wer Birch ,.~ Carpi~us betuiue - European Hornboom ~dr~t~ kentukea - Yellowwood Fagu't-s~lvatk:a 'Purpuree Tricolor' or 'Ro~eo-morginota' - Tricolor Beech ~editnia trlacanthus inermls 'lmpcele' - Imperial Honeylacust Koelreuterla ponlculato - Golden-Rain Tree Nysao s~lvotico - Sourgum / Blockgum Ostrya virginians - Hophornbenm Phnilodendron omurense *Mocha' - Mole Corktree Quercus robur 'FasUgiot~' - Pyr~idal English Oak Quercus robur 'Skyrocket' - Skyrocket English Oak japonica - pogodatree 'Corzomloin?T?' - Corlnthion Linden x flovescene 'Glenleven' - Glenleven Hybrid Linden LARGE TREES (Suitable for tree lawns at least 8 feet ~ide and not under wires) ,~c------'--- -- s-~ ~c~-'i=~-mT~""~ueen' - Emerald Oueen Nom~/ Maple Celfis leevigota 'All Seasons' - All Seasons Sugorberry Cettle occident~te 'Prairie Pride' - Prairie Pride Hockberry Cercidiph~41um jopenicum - Kntsum 'free Carylus celuma - Turkish Filbert ulmoides - H~rdy Robber Tree - American Beech - European Beech americana - White Ash penns~4~anica - Green Ash Ginkgo biloba - C~nkgo (mate only) '~'Gledltsi~ trinconthos inermis 'Moraine' - _ M oral-ne Honeyiccust Gleditsio triacanthos inermis 'Shademast*r' - Shademaster Haneylocuet G~noclanus dlaica - Kentucky Coffeetree Lirladendron tuiipilero - Tuliptree Magnolia acuminate - Cucumber Ido~nelia ""ld~t~ola ~tastroboidas - Do.n Red~oed Ptotanus x ocerlfalid 'Rloodgood* - Londo~ Plenetree Platanus x ~cerlfolio 'Calumbi~' - Columbia London Plenetree Platanus x ocerlfolk~ 'Liberty' - Uberty London Planetree Quercus elba - White Oak Quercua blcelar - Swamp White O~k Quarcus cocclnen - Scertst Oak ~uercue mocrocarpa - Bur O~k Quercus muehlenbergii - Chinkopln O~k rubra - Northern Red Oak dlstlchum - Bold Cypress '~'mericeno 'Redmond' - Redmond Linden - Silver Linden parvifolia "- Chinese / Locebark Elm parvifuiia * 'Dynasty' - Dynasty Chinese 'Pioneer' * - Pioneer Elm x hellandica* ' Urban' - Urban Elm uae rrna Yin (cm~ Marl) 5 Sh~ Tree / 100 It Sl~m Tmm Slto~ $ 0rearmed Tree / 100 It z; s,,m / m0 It 122 It Deeeed~e Fame (me ~ail) 4 0.25 3+(4 ed.L) noir YL~m (mr Tam &mm) F..*~. m,~ 3ts It 3 SI~ Tree / tOO It 30~ Tr~ / tO0 It Omam~ Tres Skm* Yin Oemn PsoPn~ ~) 3 Sh~m Tnme/ 1IX) It 30mammt*l Tm~ / 100 It ~Y~J~ Sha~ Tme Sh~m 30mmme~ Tree / 100 It Onmmm~ Tm~ gmm 160 It. Exk4ing Fm 4g.5 10 NOIE: CONIFERS W/24" OR LAROER ROOT BALL NERO NOT BE STN~S 081. SIRAND MRE 6' BEt~W ~ O~ · JACK'S TOOL RENTAL SITE , · 410 West Carmel Drive Carmel, ~dAa~a July 15th, ~003 Landscaping Plan Coniferous Tree PlanUng - :Y:_) c.~., De]~fl~nent of Commu~ity Se~vteeL ~y ~s ~t on ~e ~ m~ be .p~-appr~ by ~ ~ U~ For~r (571-~t7). 11. ~ca~ ma ou~de of s~b ~ ~~~~ ~ ~ ~d~r. ~ P~ ~ tu~ or o~er appm~d ~ ~. O~er/Developer: I ~ %% TOOL RENTAL mNC T ~,2.~~~.,.~ V ~ I ~ ~ 317-691-7278 I ~- Deciduous Tree Piing ~ ~: ~E SH~B ~ ~CO~ ~ ~ ONLY ~ ~E ~ ~ ~ WA~D ~ ~t ~u~t TYPICAL CONTNNER (PO1T[D) DF. CIDUOUS SHRUB VAEIES WlD~IS FOUND IN ~tE SHMEDOED ~ ~CS ~ ""~" Pr~jee[: 8-248 ] '-" ~ ~ ~ ' Jack's Tool Rental ~ ~IL co~.~. ~ Sheet No. · 0~o =1 'At '~2 (WSR 50~ FT(eee photometric ·heet.) ~.T Mounting Heigh~ PWP W/Conduit &: (3) Trans. '0.0 'GO 0.0 '0.6 '0.7 'OW '0~6'0.7'il7 '0.$ '0.6 '0.6 ~ '0.4 '0~4 '0.$ '0.6 'J '0.4 '0~3 'ils / '0.1'0.!'0~1'0.1'Al '0.1'0. I '0. I 'o~l'o.l'0.0 ...... -~__.__ '~2 '~2 '~2 '~2 '~J '~6 'o.J 'il3 'o.J *ilJ '~3 '&J '~J '~J '~3'7 '~7 'il3 ' /0.5 /' '11.1, 5 '0.7 %~ '~ /' *il5 '0.6'0.$ '&9 .I12 · I0~0 0 '6.1 14.9 ~o~o~ 'o~g '0.7 '5.J '10.7 'Z7 '~0 '~3 'X~ '~'4.2'Z4 '..~.6 '~I '9,8'Z3 *II.9 'I~9ll.O ...~'D. 4 '0.4 '0.4 / '0. I '0. I '0.2*0.2 'ill 'fl.l '0. I '0. I '0.0 'o~l'0. I '0.1'0~1'0~1'0. I 'ilo'0~0 ~_ooCa~_ .'0.~- 'ilo '0~' L' creel Drive '0~0 '0.0 '0.0 '9.0 / 0.0 0.1 '0.0'OJ 'il!'0~ 'aO 'ilt 'o.t 'il~ o.o 'ilo'0.0'0.0'0.0'0.0 '0~0'0~0 / / / / 'nO / i ! / '0~o / / // 2O GRAPHIC SCALE 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. JACK'S TOOL RENTAL SITE · 410 West Carmel Drive Carmel, Indiana July 15th, ,~OOS ,~eeL~ Bordeaet ~ T~ ot ~ l~dd Wm4r Photometric Plan 9855 Crosspoint Blvd., ,S~ite 110 ladianapoLiz, IH 46~5~ ph. 317-841-1506 Fax M7-~41-1507 benchmarkls, eom Owner/Developer: '~ ~TOOL RENTAL INC · ~ C,4~MEL., tN % '~ 317-691-7278 Project · 3-248 [Jack's Tool Rental] Sheet No. · 6 of 12 i 7' NO. ,~ COA/PACTEZ) AG'~R~I/E ~ -- Sts. udard Paving SecUon ---Handicapped Parking De~ SPUT FAC~ NO1F.: DETAIL SHOMi FO~ LANDSCAPING AND SITE PURPOC"[S ONLY. PLEASE REFER TO ARCHITECTURALS FOR MATERIALS AND DETNLS OF CONSIRUCTION. ~---DECO~TIVE FENCE DETAIL-~~ Mii.il li. iM M. IMII dllr IIeI~ IIlll, . -' ,.~.,.,:~ ..... · IkIk I,,Id~ idV. ? IqmIml mi k~sdmt 11 k~M~ Gm~di: 'fl:l. mM TAZ 1~ I vm qMmlvl~ql~Id ~mm~r N TI~I~M W IWMWI~2~ I IW-I Iii ®--~lL'~-thl u~t D~ns ~ Owaer~elope= ~TOOL RENTAL INC CARMEL, IN 317-691- 7278 Projeet: s-~o [n~t tndu~] Sheet No.: 7 of 12 SILT FENCE REQUIRED ,: SILT FENCE REQUIRED CrA dOJ.~ STOP / iI I / I I / / I I I I .* / · / // ~ / / - LIOFITED SIGN / // / / SILT FENCE REOUIRED Carmel Drive TEMPORARY CONSTRUOllON (ENTRANCE i/ 11 I // // // / ! 'fBM~2 /,/ Bev.=830.87 / // / / ,~ EROSION CONTROL DETAILS ,///' (~- ~ ~ ~'1~ ' ///' (~- ~ Fence / /// //' ,/ //// / SILT FENCE REQU~'D // · SYMBOL NAME CrA Cro~by Silt Loom. 0 to 3% Br Brookston Silt Loom, overwash NOTE: Soils informotlon token from the Hamilton County Bose maps. Manhole ,.v. ~ .... ~o.. Inv. Elev.=B20 5 '%// I/-o7{1 / ,t / U / // / // / // / /// ?,,// /- / "-.. ., S~nitory Sew/.Ua~hol,/ / / /'/ f.O.C. Elev.~-829.Tg,, / / ' 8' Clay/Inv. Elev.~,820.86 .' N. 15" Cl~/~j Inv. Bew"--820.2B ," /' S. 15" CI~y Inv. 8eV:=820.2¢ / ,// SILT FENCE: EEQ~IRED ,, I;' ((/x ........ -_ .... '-... ,,,,'x.... ;"' ih' .......... "'"" '"",.. ~ .. _.._. '"%../ '"-.... "'--.__... "." Inlet ........... '-...... . '-.~... -.. S~nltory Sewer '~ -~. W. 10" Oay Inv. EI~.=B20.35 N. 15' Clay Inv. E1~.=820.11 , , CONSTEUCTION SBQUENCE APPROX. APPROX. ACTIVITY START DATECOMPLETE DATE ASSUME START DATE08/15/03 SITE EXCAVA'nON +50 DAYS +60 DAYS UNDERGROUND UTIUTIES +50 DAYS +60 DAYS STREET CONSTRUCTION +30 DAYS +60 DAYS RNAL GRADING +60 DAYS +120 DAYS E~OSION CONTROL PLAN +0 DAYS +120 DAYS IMPLEMENTAllON SCHEIXA.E FOR EROSION CONTROL PRACTICE~ SILT FEHCE PLACEO PRIOR TO ANY SITE EXCAVATION 5.SEDIMENT AI~ SILT TRAPS AROUND ALL STORM WATER INFLOW POINTS STA.~f PARKIM2 AREA START 8. PERIODIC CHECKS OF EROSION CO~ DEV~ES ARO REP~R AS NEEDED. GRAPHIC SCALE 20 O 10 20 40 80 ( IN ~ ) 1 inch = 20 fL STABIUZATION PRACTICE:JAN. FEB. MAR. APR. MAY JUNE JULY AUG. SEPT. OCT. NOV. DFC. PERMANENT A -- · ////I ////·~·/I / I~ SEEDING / R --~ C TEMPORARYsEEDiNG D--·///I ///· ~- .................. E -~ MULCHING A-KENTUCKY BLUEGRASS 40~ TURF TYPE TAll FESCUE 40~. ANNUAL RYEGRASS 20~ PLUS 2 TONS OF STRAW MULCH/ ACRE APPLY MIXTURE AT A RATE OF 2 LBS. PER 1000 SQ.FT. B-, SPRING OATS 3 BUSHEL PER ACRE C=t~IEAT OR RYE 2 BUSHEL PER ACRE D-ANNUAL RYEGRASS (1 LB. PER 1000 SQ. FT.) E,= STRAW MULCH (90 LBS. PER 1000 SQ.FT.) · /I /· IRRIGATION NEEDED DURING JUNE., JULY, AND / OR SEPTEMBER. · ·IRRIGATION NEEDED FOR 2 TO 5 W[EKS AFl[R APPLYING SOD NOTE: ALL SEEDING SHALL HAVE 12-12-12 FERTILIZER APPLIED 400-600 LBS. PER ACRE OR AS SPECIRED. SEEDING SCHEDULE ' NO SCALE NOTE: THIS PL&N TO BE USED FOR EROSION CONTROL ld~ASURES ONLY. SEE DEVELOPMENT PL&N FOR '~Y INFOI~J~TION REGARDING EL~ATIONS ~ GR&DES. JACK'S TOOL RENTAL SITE 410 West Carmel Dr4ve Caz'mel, Indiana ,,,,,,,,: "' ' ' '~2',(':,,,~ Juljr 3rd, 2003 ,,, D~te o[ la~t P~i V/eric Erosion Control PIan 9~55 Cros~point ~nL, ~zJte 11o PI~. M?--~1-15~ Fez 317-~41-1507 1. De eot disturb vegetatioA or re. mom tree~ ~xc~pt when aeeemm~ Par g'ndi.~ purpos~t ~'~e ~on~r~otor shall ~ ~ ~p ~ ~ ~e ~~ ~ ~a~l me~ ~, ud ~d~ au~o~. ~bu~ m. m~ ~u~od~. de~ ~ ~ ~ ~or ~td~t d~ ~e ~ ~. ~d ~a~ ~ ~c~ ~ ma~. O~er/Deve]oper: TAL INC CA RM EL, IN 317- 691- 7278 _ - Project : 3-g48 [Jack's Tool Rental] Sheet No. : g of Riprap Ditch Check Contributing Drainage area: 2 acres maximum. Dam center. 2 fL height but at least 9 in. lower than the outer edges at natural ground elevation. Dam side slope: 2:1 or flatter. Distance between dams: Spaced so the toe of [he upstream dam is the same elevation as the top of the downstream dam. Overflow areas along chonneh Stabilized to resist erosion. Rock size: INDOT revetment tiptop. ~ 1.5 ft. (min.) RRer -~ fabric ~ ~.~. '% ~l~~l~l~-" 24 in (max) toe elevation (^) and the downstream dom top elevation (B) ore the some. 1. Excov~m o cutoff trenoh into the ditch banks, and extend it a minimum of 17 in. beyond the abutments. 2. Place the rock in the cutoff trench and channel to the indicated lines and dimensions, center a n~x;mum of 2 ft. high yet 9 in. below where the dam abuts the channel banks. 3. Extend the rock at least 18 in. beyond the channel banks to keep overflow water from undemutfing the dom os it m-eaters the channel. 4, Install os many dams os neceeoa~ to satisfy the incficated spocincj requlmmenL 5. Stabilize the chamet above the uppermost clam, 6. Recognizing that ~mter wa flow over omi around the lowermost dam, protect the channel downetream from it with an erosion-resistant lining for a distance of 6 ft. anless the channel is 1. Inspect the darns and the channel after each storm event, and repair any damage immediately. 2. If significant erosion occurs between the dams, install a riprap rmer in that portion of the channel (refer to Ir~ona Handbook for Erosion Control in Developing Areas, Practice 3.32). 5. Remove sediment accumulated behind each dam os needed to maintoln channel capacity, to allow drainage through the dom, and to prevent large flows from displacing sediment. 4. Add rock to dams os needed to maintain design height and cross section. 5. ~ the dm~.s ore no longer needed, remove the rock and stabilize the cbannel, using erosion-resistant ~ing if necessary. Slope Protection Details . I. Prepare so# before instolffng blonketJo including any necessary application of lime, ferb*lizer, and seed. Note: when using cell-o-seed do not seed prepared area. Coll-o-~eed rnuat be installed with paper side down. :. e~, at t~, ~p of th,,.~. ;,y o,=~,a (h, .U?~.~t ~. o..e' O~.m) with approximately I2 (50cra). of blanrer exren.~. .z~.~o?~ me, up-?~. ..porn. on. or me. .?nc.n. .~ncoor m blanket with o ro~/ of steples/~tokes approximately lz {..wcm2 apart a~ me O0[Tom or [ne trench. . · Backfill and coml~ct the trench after stapling. App~ seed te compacted ~o~ and fold remoln(n..g 12 (30~.m/ p~ o~ ~n*o~ ~ck o~r ~ ~d ~.=,~pac¥ =,~. S~u~.~n.~.!. ~?.. .a~. /~. so~ ..~ a row or staples~stokes ~poced apprommatety 12 (JOcrn) apmf acroes me mom or me oa3n~er. 3. Roll the blonkwts (a.) down or (b.) horizontally ..... the .slope. against the ~ofl ~urface. Afl blankets must be secure(y fa~.rened ro se#.sutrace, ox placing s~opms/s a es. i~ appropriate io~af~ons ~ shown in the a~ple paffern guide. V/hen u~ng optional dot system , stop/es/stokes ~hould be placed through each of ft~ colored dote oormsponding fo the opl~eprfo~ sfople pattern. on btonket ~ype. To ens~. proper santo altgnm..enr, pt~.. me .e~e. or. ?, o.ve~..op~.~. ~on~[ (~onKe[ oemg installed o~ fop) even ~th the colored se~m s~tch on me pre~ous~y taste,on man~e[. 5. Consecutive b~nkets spficed down the Mope must be placed end over en.d (shingle s~yfe) with on approximate $' (7.5cm) over~p. Staple through overlapped =rea, approxfmateh/ 12' (JOcm) aport across entire blanket wfdfh. Note: *In loose se~7 co~ditlons, the use of staple or s~ake lengths greater than 6' (15cra) may be necessary to properly secure the blankef~. 14~49 HIGHWAY 41 NORTH, EVANS~LLE, INDJ4NA 47725 USA 1-800-772-2040 CANADA f-800-448-2040 w~w,n~grsw~ com ~- Straw Bale Dam (~ Effective life: Sheet Flow Drdinoge Area: Minor swale drainage oreo: Location: Anchoring System: Less than 3 manthe. Umited to 1/4 acre per 100 fL of dam; further restricted by slope steepness as shown in Exhibit 5.75-B. Less than 2 acres. Nearly level, and as nearly as possible on the land contour, and aL lenet 10 ft. from toe of slope to provide a brood, shallow sediment pool. (Mm/ mn srqhtly off level if it terminates in a level sec~n with a stabilized outlet, diversion, sediment basin or trap.) Two 56-1n. tong (minimum) steel rebars or 2 x 2-1n. hardwood stakes driven through each bole. 1.) Excavate a trench at least 4 in. deep, o hole's width, and tong enough that the end boles ore somewhat upsiope of the sediment pool (so no flow con cut around them). 2.) Place each bole in trench so the bindings ore oriented around the rides rather than top and bottom (to minimize binding deterioration), and abut the bsies tightly ngalnst each other. 3.) Anchor the clem by driving two 36-in. long steed rebors or 2x2-in. herdwood stokes through eech bole until nearly flush with the top. (Drive the first stoke toward the previously leid bale to force the boles together.) 4.) Chink (Le~, tighUy wedge) straw into my gaps between the bole~ to prevent sediment-laden water fi.om running through. 5.) B~ckr~l and compact the excavated soft ecjainst the bales to ground lewq o~ the doan-slope side and to 4 In. above ground level o~ the up-stope side. IExhibit 3.75-8. Maximum Land Slope and Distance Above a Stra~ Bale Da__~m.~ ~ Maximum distance above Land Slope dom Less than 2% 100 fi. 2-5Y. 75 ft. 5-10% 50 fL 10-20% 25 fL Mare than 20% 15 ft. MAINTENANCE 1.) Inspect straw bale dams after each storm event, and remove any sediment deposits promptly (to ensure adequate storage volume for the nevt mln), taking care not to undermine the entrenched Z) Also inspect periodically for deterioration or domnge fi.om construction ectivitles, and repak immediately. 5.) After the contributing drainage area has been stob~ized, remove ail straw bales end sediment, bring the disturbed oreo to grade, and stabilize iL Stable Construction Entrance Details Materioh 2-3 in. washed stone (INDOT CA No.2) over o stable foundation. Thickness: 6 in. minimum. Wkit. h: 20 ft. minknum or full width of entrance/exit, whichever is greater. Length:50ff.. minimum. The length can be shorter for small sites such os on individual hame. Washing Facility (optional): Level oreo with 3 in. washed stone minimum or o comrnemiol rock, and waste water diverted to o secr~nent trap (refer to Ind~3no Handbook for Erosion Control in Developing Amos, Practice 5,72). Oeatextile Fabric Underliner:. May be used under wet conditions or for soils within a high seasonal water table to provide greator leering strength. 1. Avoid locating on steep slopes or at curves in public roads. 2. Remove all vegetation and other obiectional material from the foundation area, and grade and crown for positive drainage. 5. If slope towards the mad exceeds 2:~, construct a 6-8 in. high water bar (ridge) with 3:t side slopes across the foundation area about 15 fL from the entrance to divert runoff from the rood (refer to Indiana Handbook for Erosion Control in Developing Areas, PmcUce 5.24). 4. Install pipe under the pad if needed to maintain proper public road drainage. 5. If wet conditions are anticipated, place geotextile fabric on the' graded foundation to improve stability. 6. Place stone to dimensions and grade shown in the erosion/sediment control plan, leaving the surface smooth and sloped for drainage. 7. Divert all surface runoff and drainage from the stone pod to a sediment trap or basin. ~Sin. L f Diversion Ridge 15 ~ ' Put)F,: Road Installation 1. Inspect entrance pad and sediment disposal area weekly and after storm events or heavy use. 2. Reshape pad as needed for drainage and runoff control. 3. Topdress with clean stone as needed. 4. Immediately remove mud and sediment tracked or washed onto public roods by brushing or sweeping. Flushing should only be used if the water is conveyed into a sediment trap or basin. 5. Repair any broken rood pavement immediately. Inlet Protection Details Contributing drainage area: Effective life: Coponlty: 1 acre moxlmum. ~ Less than 5 months. Runoff from o 2-yr, freque~:y, 24-hr. duration storm event entering a storm dram without by-pose flow. Approach: Pool area fiat (less than 1% slope), with sediment storage of 945 cu.fl./acre Bole dimenfmns: Approximately 14 in. x 18 in. x 36 in. Height of boles above inlet: 14 in. (i.e., 18-in, high bales entrenched 4 in.). Anchoring: Two 56-1n. long (minimum) steel mbam or 2 x 2-in. hardwood stakes driven through each bale. 1. To reduce by-pass flow, ensure that the top of the bates will be of least 6 in. below ground elevation on the dawnslope aide of the inlet. This may require constructing a temporary dike (compacted to 6 in. higher than the top of the bales) below the inlet OR using the straw b~e drop inlet protection in conjunction with on excowted drop inlet protection (refer to Indiana Handbook for Erosion Control in Developing Areon, Practice 2. Excovoto a trench ct least 4 in. deep and a bale's width around the inleL 3. Place the bales lengthwise in the trench so the bindings are or'rated around the sides, rather than top and bottom, to minimize deterioration of the bindings. 4. Nlow the bales to overtop ct the comers, and abut them tightly against each other· 5, Anchor the bales by drMng two 56-in. long steel rebars or 2x2-in. hardwood stakes through each bole until hearty flush with the top. Orive the f'~-'t stake at an angle towards the previously laid bole to force the bales together. 6. Chink (i.e., tightly ~edge) straw into any gaps between boles to prevent sediment-laden water from flowing directly into the inleL 7. Backfill and compact the excavated soil 4 in. high against the outside of the boles. Obrque V'~ Of A Properly ~ Stm~ Bale Orop Inlet Protection Componted soil to --'-I V'- Staked straw bole prevjnt p:~ifgloden / ~ VFiltered water runoff wat~ per bole) 1. In~pect the drop inlet protection after each storm evont, and make needed repairs immediately. 2. Remove sediment from the pool area to ensure adequate runoff storage for the next rain, taking core to not damage or undercut the bales. 3. When the contributing drainage area has been stabilized, remove all bales, construction material, and sediment and dispose of properly, grade the disturbed oreo to the elevation of the top of the inlet and stabilize. Silt Fence Barrier Details Drainage Area: Location: Trench: Support Posts: Sp~cing of Posts: Feane Height: Support ~ire (Optional): Fence Fabric: Umited to ~ acre per 100 fL of fence; further restricted by slope steepness. Fence nearly level, opproxioxRely following the land contour, and at least 10 fL from toe of dope to provide a brood, shallow sediment pool. 8 ia. rein'tatum depth, flat bottom or V-shaped, f'died with compacted sail or gravel to bury lowor portion of support wire and/or fence fabric. 2x2 in. hardwood posts (if used) or steel posts set at least 1 ft. deep. Steel posts should have projections for fastening fabric. 8 fL maximum if fence supported by wire. 6 ft. for extra-strength fabrlo without wire backing. High enough so depth of impounded water does nat exceed 1 ~ fL at any point along the fence llne. 14 gauge, 6 in. mesh wire fence (needed if using standard-strength fabric). Woven or non-woven geotextile fabric with specir~l filtering and tensile strength and containing UV inhibitors and stabilizers to ensure $ me. minimum life at temperatures O,,,d-120~dF. beene md V-~he~,d Maximum Land Slope and Distance for Which a Silt /- Support wire Fence Is Appr~cable. Filter fabric ~ il~ / Post 18 in : compacted soil ~ '~ deep (min.) I 14 in. $ in. (min.) / ~' Wire 6 in. deep with grovel Site Preparation 1. Plan for the fence to be at least 10 ft. from the toe of the slope to provide o sediment storage oreo. 2. provide access to the area if sediment cleanout will be needed. Fence ConstrucUon 1. Nong the entire intended fence line, dig an 8 in. flat bottomed or V-shaped trench. 2. On the downslope side of the trench, dr'~ve the wood or steel support posts at least 1 ft. into the ground (the deeper the better), spacing them no more than 8 fL aport if the fence is supported by wire or 6 fL if extra-strength fabric is used without support wire. Adjust spacing, ~f necessary, to ensure that posts are set nt the Iow points along the fence line. (Note: If the fence has pre-attocbed posts or stokes, drive them deep enough so that the fabric is satisfactorily in the trench as described in Step 6.) 3. Fastes support wire fence (if the manufacturer recommends ~ use) to the upslope side of the posts, extending it 8 in. into the trench. 4. Run a continuous length of geotexUle fabric in front (upslope) of the support wire and posts, avoiding joints, porticuledy at iow points in the fanes line. 5. If o joint is receesory, nail the overlap to the nearest post ~ith lath. 6. Place the hattom 1 fL of fobrio in the 8 in. deep french, extending the remaining 4 in. toward the upeiope side. 7. Backfill the trench with compacted earth or grovel, 1. Inspect the silt fence periodically and after each storm event. 2. If fence fobr'= tears, starts to decompose, or in any way becomes ineffective, replace the nffected portion immediatoly. 3. Remove deposited sediment when it reaches half the height of the fence at its lowest paint or is causing the fabric to bulge. 4. Toke cam to ogoid undermining the fence during clean out. 5. After the contributing drainage oreo has been stabilized, remove the fence and sediment deposits, bring the disturbed ars~ to grade, end stabilize. Land Slope Max. Distance above fonce Less than 2:~ 100 ft. 2to5 75ft. 5 to 10~ 50 ff. 10 to 20% 25 fL More than 20X 15 ff. Permanent Seeding Details Site and seedbed preparation: Graded, and lime and fertilizer applied. Plant species: Selected on the basis of soil type, soil pH, region of the state, time of year, and planned use of the area to be seeded. Mulch: Clean grain straw, hay, wood fibre, etc., to protect seedbed and encourage plant growth· The mulch may need to be anchored to reduce removal by wind or water, or erosion control blankets may be considered. Permanently seed ali final grade areas (e.g., landscape berm& drainage swales, erosion control structures, etc.) as each is completed and all mess where m:lditlonal work is not scheduled for o period of more than a year. Site Preparation: Install practices needed to control erosion, seclimentatian, and runoff prior to seeding. These include 1. temporary and permanent diversions, secrment trope and bosln~, silt fences, and straw bale darns (refer to indiana Handbook for Erosion Control in Developing Areas, Practices 5.21,5.22, 5.72, 5.75, 5.74, and 5.7§). Grade the site and fill in depressions that can collect water. 2. Add topsoil to achieve needed depth for establishment of vegetation (refer to indiana Handbook for 5. Erosion control in Developing Areas, Practice 5.02). Seedbed Preparation: Test soil to determine pH and nutrient levels. (Contnct your county SWCD or Cooporofive Extension 1. office for assistance and soils information, including available testing services.) 2. If soll pH is unsuitable for the species to be seeded, apply lime according to test recommendations. 3. Fertilize os recommended by the soil tesL If testing was not done, consider applying 400-600 lbs./acre of 12-12-t2 analysis, or equivalent, fertilizer. 4. Tdl the soil to obtain o uniform seedbed, working the fertilizer nod llme into the soil 2-4 in. deep with a disk or rake operated across the slope. Optimum seeding dotes are Mar. 1-May 10 and Aug. lO-Sept. 50. Permanent seeding done between May 10 and Aug. lO may need to be irrigated. As an alternative, use temporary seeding (refer to Indiana Handbook for Erosion control in Developing Areas, Practice 5.11) unEI the prefelTad date for permanent 1, Bosod on site conditions, soil pH. intended land use. and expected level of maintenance, select a seeding mixture and rate from the table below. 2. Apply seed uniformly with a drill or cultipocker-seeder or by broadcasting, and cover to o depth of ~/~-t/2 in. 5. If drilling or broadcasting, firm the seedbed with a roller or cuitipocker. 4. Mulch all seeded areas (refer to indiana Hendbook for Erosion control in Developing Areas, Prnctice 5.15). Consider using erosion control blankets on sloping areas (refer to Indiane Handbook for Erosion Control in Developing Areas, Practice 5.17). (NOTE: ff seeding is done with a hydroseeder, fertilizer and mulch can be appr~d with the seed in a alurrj, mixture.) This table provides several seeding options. Additional seed species and mixtures are available commercially. When selecting a mixture, consider site conditions, inclucrmg soil properties (e.g., soil pH and drain age), slope aspect and the tolerance of each species to shade and droughtiness Seed species and mixtures. Rate per acre optimum soil pH. Open And Disturbed Areas (remaining Idle Mare 1 Yr.) 1. Perennial Ryegrass 35 to 50 lbs. 5.6 to 7.0 + white or iodino clover* 1 to 2 lbs. 2. Kentucky Bluegrass 20 lbs. 5.5 to 7.5 + smooth or bromagrass 10 lbs. + switch gross 5 lbs. + timothy 4 lbs. + perennial ryegraas 10 tbs. + white or iodino clove~ 1 to 2 lbs. 5. Perennial Ryegross 15 to 30 lbs. 5.6 to 7.0 + toll fescue** 15 to 30 lbs. 4. Tall Fescue 35 to 50 lbs. 5.5 to 7.5 +lodlno or white clover* 1 to 2 lbs. Steep Banks And Cuts, Low klaintenonce Areas (not Mowed) 1. Smooth Bromegmss 25 to 35 lbs. 5.6 to 7.0 + red dover* 10 to 20 lbs. 2. Tall Fescue** 55 to 50 lbs. 5.6 to 7.0 + white or iodina clover* I to 2 lbs. 5. Tall Fescue** 55 to 50 lbs. 5.6 to 7.0 + red clover* 10 to 20 lbs. (Recommended north of US 40) 4. Orchardgrma 20 to 50 lbs. 5.6 to 7.0 + red clover* 10 to 20 lbs. +iadina clover* I to 2 lbs. 5. Perennial Ryegross 10 to 12 lbs. 5.6 to 7.0 + toll fescue** 20 to 50 lbs. (Recommended south of US 40) Lawns And High Maintenance Areas 1. Bluegrass 105 to 140 lbs. 5.5 tu 7.0 2. Perennial Ryegras~ 4.5 to 60 lbs. 5.6 to 7.0 + bluegrass 70 to 90 lbs. 5. Tall Fescue (turf-type)" 130 to 170 lbs. 5.6 to 7.5 + bluegrass - 20 to 50 lbs. Channels And Areas Of Concentrated Flow 1. Perennial Rye Grass 100 to 150 lbs. 5.6 to 7.0 + white or iodina clover* I to 2 lbs. 2. Kentucky Bluegrass :20 lbs. 5.5 to 7.5 + smooth or bromegrass 10 lbs. + switch gross 5 lbs. + timothy 4 lbs. + perennidi ~yegrass 10 lbs. + white or iodine clover* 1 to 2 lbs. 5. Tall Fescue e, 100 to 150 lbs. 5.5 to 7.5 +iodino or white clover* 1 to 2 lbs. 4. Tall Fescue ** 100 to 150 lbs. 5.5 to 7.5 + Perennial Ryegross 1.5 to 20 lbs. + Kentucky bluegrass 1§ to 20 lbs. * For best results: (a) legume seed should be inoculated; (b) seeding mixtures containing legumes should preferably be spring-seeded, although the grass may be fall-seeded and the legume frost-seeded (Practice 5. t5); and (c) if legumes ore faB-seeded, do so in early fall. ** Tall rescue provides little cover for, and may be toxic to, some species of wildlife. The IDNR recognizes the need for additional research on alternatives to tall fescus, such os buffologruss, orchard-grass, smooth bromegrass, and switch-grass. This research, in conjunction with demonstration art, s. should focus on erosion control characteristics, wildlife toxicity, turf durability, and drought resistance. · NOTE: An oat or wheat componlon or nurse crop m~y be used with any of the above permanent seeding mixtures, ff so, it is best to seed during the fnil seeding period, especially after SepL15, and at the following rotes: spring oats- 1/4 to 5/4 bu./acre; wheat-no more than~ bu./acre. 1. Inspect periodically, especially after storm events, until the stand is successfully established. (Charocteristios of a successful stand include: vigorous dar~ green or bluish-green seedlings; uniform density with nurse plants, legumes, and grosses well inter-mixed; green leaves; and the perennials remeloing green thraughaut the summer, at least at the plant bose.) 2. Plan to add fertilizer the following growing season according to soil test recommendations. 5. Repair damaged, bare, or sparse areas by filling any gullies, re-fertilizing, over- or re-seeding, and mulching. 4. If plant cover is sparse or patchy, review the plant materials chosen, soil fertiilty, moisture condiUon, and mulching; then repair the affected area either by over-seeding or by re-seeding and mulching after re-preparing the seedbed. 5. ff vegetation fails to grow, consider soil testing to determine acidity or nutrient deficiency problems. (Contact your SWCD or Cooperative Extension office for assistance.) 6. ff. additional fertilization is needed to get a satisfactory stand, do so according to soil test recommendations. JACK'S TOOL Rg~AL 41o West Carmel Drtve Carmel, :Indiana luly 15th, ~003 Approred ~. D. ,~ ~ora~ ~e al ~ lqdd Wark: Miscellan eo us Details 9855 Croaspotnt ~J~L, 5~'te 110 Pb. M?-~41-150~ Faz beaeJ~marki~.oom Owner/Developer: ~ '~'~,TOOL RENTAL INC [ ~ CALOMEL, IN '~ · 317-691-7278 Project · 3-248 [Jack's Tool Rental] Sheet No. · 9 of 12 JACK'S TOOL RENTAL SITE 410 West Carmel Drive Carmel, Indiana EDGE OF' PAVEMENT, CURB, GUTTER OR SIMILAR STRUCI'URE-.7 IN PUBUC R/W / r- MIN, 6' TOPSOIL TO / / ENSURE GRASS 'B' BORROW OR EQUIV. c.ANu~ MATER~ I g % I COMPACTED TO 95% I ..'-; I B I STANDARD PROCTOR DEPTH OF BEDDING MATERIAL BELOW PIPE D (d) 27' & SMALLER 30' TO 60' 4' 66' & LARGER 6' ALL BEDDING & INITIAL BACKFILL SHALL BE IN 6' TO 12' BAI.,~,NCED U~ MIN. 9' OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE: INSTkLLED PIPE MIN. 12' CLEARANCE EACH SIDE OF PIPE FOR LARGER THAN 42' DIA. LEGEND ~ = OUTSIDE OIAkiETER D = INSIDE DIAMETER d =DEPTH OF BEDDING ktATERIAL BELOW PIPE OCNa FIG. 501-03 CORRUGATED ktEI'AL PIPE (CkiP) TRENCH 17,EI'NL WITHIN 5' FROki EDGE OF PAVEMENT EDGE OF PAVEMENT, --7 CURB, OUWER OR / SMILAR STRUCTURE / ~ MIN. 6' TOPSOIL TO 'B" BORROW OR EQUIV, ~J~k'~M-'-.. _ :' COUP^CTED TO 95X T.' , 'f I --- STANO'~-6'-PR6C~OR I ~ MIN. 12" t8 CRUSHm STONE OR ~ I · ~ I NOTE __ ALL BEDDING & INITIAL BACKFILL SHALL BE IN 6' TO 12' BALANCED U~ MIN. 9' OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE LEOEND Bc = OUTSIDE DINdErER O = INSIDE DIAMETER d =DEPTH OF BEDDING MATERIAL BELOW PIPE DCAM FIG. 501-05 PLASTIC PIPE (PVC AND HOPE) TRENCH DETNL WITHIN 5' FROM ~ OF PAVEMENT EDGE OF PAVEIdENT, -'7 CURB, GUTTER OR / /~ MIN. 6" TOPSOIL TO SIMILAR STRUCTURE / / ENSURE GRASS IN PUBUC R/W / / GROWTH IF NOT / UNDER PAVEiJENT 'B' BORROW OR EQUIV. ~ I ~ '%, I GRANULAR MATERIAL I ir % I COMPACTED TO 90% I ..,.~ [ ]t I ST^NO^RE) PROCTOR ~~..¼'.. WITHIN 5' FROM EDGE OF PAVEMENT ALL BEODING & INITIAL BACKFIll SHALL BE IN 6' TO 12' BALANCED DEPTH OF BEDOING 14ATERIAL UFTS BELOW PiPE MIN. 9' OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE LEGEND O (d) MIN._ INSTALLED PiP[ Bc = OLRSIDE DIAME'rER 27' & SMALLER 5" 0 = INSIDE DIAlaE'I'EE 30' TO 60' 4' d = DEPTH OF BEDDING 66' & LARGER 6' BELOW PiPE DCAM FIG. 501-07 RBNFORCED CONCRETE PIPE (RCP) TRENCH DETNL WITHIN 5' FROM EDGE OF PAVEMENT July 3x'd, ~003 Miscellan eo us De~ail$ EDGE OF PAVEMENT, -7 CURB, GUI'I[R OR / /~ MIN. 6' TOPSOIL TO SIMILAR STRUCTURE/ / ENSURE GRASS tN PUB~CR/W / / GROWTH BORROW OR EQUIV. ' ~ GRANULAR MATERIAL ,/,~ _~ 2' COMPAC'E:D TO 85% ~ ' STANDARD PROCTOR DENSI'Pf SPRINGUNE STANDARD PROCTOR ~'" .... "' "'"':: ': "'* '" ~ F DENSfTY DEPTH OF BEDDING MATERIAL BELOW PIPE D (d) MIN. 27' & SMALLER 3' 30'TO 60' 4' 66" & LARGER 6' NOTE ALL BEDDING & INmAL BACKFILL SHALL BE IN 6' TO 12' BALANCED UFrS kilN. 9" OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE MIN. 12' CLEARANCE EACH SIDE OF PIPE FOR LARGER THAN 42' DIA. LEGEND Bc=OUTSIDE DIAkiETER D =INSIDE DIAMETER d =DEPTH OF BEDDING MATERIAL BELOW PIPE DCAM RO. 501-04 CORRUGATED METAL PIPE (CldP) TRENCH DETNL GREATER 'R-lAN 5' FROM EDGE OF PAVEMENT EDGE OF PAVEkiENT, '"7 CURB, GUT[ER OR SIMILAR STRUCTURE / IN PUBUC R/~V / /.~ kilN. 6" TOPSOIL TO / / ENSURE GRASS t8 CRUSHED SI'ONE OR APPROVED EQUIV--...: - ~: -~. ~.'. BEDDI~ HAND ~t-' ~: ;':"L~ 4" PLACE NOTE: ALL BEDDING & INITIAL BACKFILL SHALL BE IN 6' TO 12' BAI~CED LIFTS MIN. 9' OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF '[HE INSTALLED PIPE LEGEND Bc = OUTSIDE DIAMETER D = INSIDE DIAMETER d =DEPTH OF BEDDING MATERIAL BELOW PIPE DCAM FIG. 501-06 PLA,~C PIPE (PVC AND HDPE) TRENCH DETNL GREATER THAN 5' FROM EDGE OF PAVEMENT EDGE OF PAVEkiENT, -7 CURB, C-UI'E:R OR / kilN. 6' TOPSOIL SIu,~ sm~TU.E/ /-- ENSU~ ~s IN ~at~ R/W/ i ,: .................. REGULAR G,.,,.u~ ~,:":::~ coMP^CTE~':. :'-~.L~ STANDARD ~': "'" .......... DENSITY ~ Bc .I GREATER THAN 5' FROM F_~E OF PAVEMENT DEPTH OF BEDDING MATERIAL BELOW PIPE D (d) MIN. 27' & SMALLER 3' 30" TO 60' 4" 66" & LARGER 6" ALL BEDDING &: INITIAL BACKFILL SHALL BE IN 6' TO 12' BALANCED U~ kilN. 9' OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE LEGEND Bc = OUTSIDE DIAMETER D = INSIDE DIAMETER d = DEPTH OF BEDDING MATERIAL BELOW PIPE DCNvl FIG. 501-08 REINFORCED CONCRETE PIPE (RCP) TRENCH DETNL GREATER THAN 5' FROM EDGE OF PAVEkiENT · Owner/Developer: TOOL RENTAL INC ~ 317-691-7278 Project ' 3-248 [Jack's Tool Rental] Sheet No. · 10 of 12 s ' 'rq=:k-qql~l- r--7 ~ FEET OF '~ 1' ~ [CRUSH~ROCK ,~.r..oom3ueor Fire Hydrant Details ~ PLAN VIEW ®- SECTIONAl. VIEW Sleeve and Valve ---~ Tapping Installation Detail Typical Boring Details R m: ~Om) Mai;R ~OX 0 .. ,um~ n~m~o I: '/I [/J ~- ~Y~ ~ [~~'~'- t;1 I~1 E',l ~ ~~ I,;Iw~ I ~ ..... ~ I)'1 l'.j ~ ~ I;'J ~, ,'~ k.I ~~'~[t ~m k:~'~ '~ I...1 ~' ~" ltl ~~~ ~ ~ · ~" I,;,I I IL~ I I I; ~ I?1 I I I I:-~ ',' ' [~~"~// [[I [:1 ~X ~X itl . ._ (( ~ ~ ~ Dual Meter Installation Detail FILL POST ~ITH CONCRETE + + + ~ .. · 36' ;% .' .: . ., *.4 "i %*' "' ,. .T'_.; .'.' (" r 2, ~ WHITE REFLECTII5~ TAPE ,/- 6' OI4M SFEEL PIPE /-- PAINT POST YE'U_OW GRADE .................."-SE POST IN CONCREI[ Typical Bollard Details ~ ~ 8" Valve Box and Cover UNPAVED AREAS ~r~' ~ F" i ~ - ~ ~e m.4, wt4 ~--Combined Curb and W~ ~ d 6" I"'--/-- 3" ToMoi F~':I / t l'~; tlllllll I~11111111111~11~ T I ~:..-~;. ~~~ / ® ~ 6" Standing Curb Detail RISER CONNECTION 3/4' s.s. ROOS. eENT lO ~ ,,rME:P, ALUG ~--ffEY IN CONFLICT NOT A~e:.Oe (m:,) ~/r,*n~s ,~ ~ s~,w~ sew~ "~" M~ a~.o! .../~ ~- Water Main Conlqiet Detail -~ JACK'S TOOL RENTAL SITE 410 West Carmel Drive Carmel, Indiana J'uly' 3rd, 2003 Miscellaneous Site Details ~55 ~poi~t Bled., b'~ite 110 l~dlae~po11~ lit ~ pi,. M?-841-150d Err ~17-~41-1507 ~fote~: H01~ ~ "WAI[R' OR 'GAS' CAST INTO C~IT~ OF CAST IRON ~ 0~ ~ UD. Typical Water Valve Box Detail WINIWUM BEARING AREAS IN SQUARE ~ FOR THRUST BLOCKS /' m '~]" ~ . Owner/Developer: TOOk RENTAL INC ~ ~ ~ ....... ~~ ~i~ ~E~ 0~ I ~ ~ 317-691-7278 I B~D ~ ~ PLUO PIPE TEES g~ 4F 22 1/2 VALVES SIZE BEND BE;NO BEND & PLUG 4' 1 1 1 I 1 6' 3 4 2 I 3 8' 5 7 4 2 5 10' 8 12 6 3 9 12' 12 16 9 5 12 16' 16 20 12 7 16 20' 24 20 17 10 24 24' 34 34 24 13 34 1. ON BENDS AND 'TEES, EXTEND THRUST BLOCKS FULL · 2. PLACE BOARD IN FRONT C~ k~L Pt,UGS BE:FORE POURING THRUST BLOCKS. ,,3. POUR' THRUST BLOCKS AGAJNST UNDISTURBED SOL WHERE TRENCH WALL HAS BEEN DISTURBED, EXCAVATE LOOSE SOIL AND EXTEND ~ BEND THRUST BLOCK TO UNDISTURBED SOIL 4. IN BACK RLLING, ANY IdUCK E~ERED SHALL BE REMCN~O AND REPLACED ~TH .ACCEPTABLE IdATERIAL 5. BACK F1LL MATERIAL SHALL NOT INCLUOE: ROCK OR BOUI..~RS. 6. THRUST BLOCK AREAS BASED ON SOIL BEARING LOAD OF 2000 P.S.F. AND lINE PRESSURE OF 150 P.S.L. 7. ALL CONCRETE SHALL BE ~lNIktUbl 2000 PSI -- TAPPED TEE WITH PLUG REDUCERS ~ - T3rpiea! Tl~'ust Block Detaf/~) Added to eel Project: 3-248 [Jack's Tool Rental] Sheet No. · 11 of .'12 EARTHWORK SCOPE OF WORK A. Extont: The work required under this section consists of aH excavating, filling, rough grading, and related items necessary to complete the work indicated on the dr&wings and described in the specifications. 1. In general, the items of work to be performed under this section shah include: clearing and grubbing, removal of trees and stumps (where required), protection of trees to remain, stripping and StoFa~e Of topsoil, fill compaction, and Forth grading of entire site as indicated on the drawings. 2. Excavated material that is suitable may be used for fills. All unsuitable material and ah surplus excavated material not required shall be removed from the site and appropriately placed. The location of dump and length or haul shah be the Contractor's responsibility. 3. Provide and place any additional fill material from off the site as may be necessary to produce the trades required. Pill obtained from off site shall be or kind and quality as specified for fills herein and the source approved by the Owner. 4. The Contractor shall accept the site as he finds it and shall remove ali trash, rubbish and debris from the site prior to starting excavation. B. Work not included: The following items of related work are specified and included in other sections of these specifications. 1.Excavation, grading and backfilling for utility lines. 2.Storm dratnnge 3.SenitAry sewer Water supply sy~ems. 5. Streets and paving. RENCHMARKS CarefuH! maintoin all bench marks, monuments, M~d other referonce points. If disturbed or destroyed roplace as dh'ected by enfineer. REMOYAL OF TREES A. Remove off trees and slumps fFom areas to be occupied by road and surfaced areas. Removal of trees outside these areas shah only be done as noted on drawinfs or approved by the Owner. B. All brush, stumps, wood, and other refuse from the trees shall be removed from site or burned with proper perntits (where &pplieable). 4. PROTgCTION OF TREES General Protection: The Contractor shall be responsible for the protection of tops, trunks, and roots of existing trees on the project site that are to remain. Existing trees subject to construction damafe shall be boxed, fenced or otherwise protected before nny work is started. Do not stockpile within branch spread. Remove interfering branches without injury to trunks and cover soars with tree paint 5. STRIPPING OF TOPSOIl, Remove topsoil to a depth of 6 inches (or more ff required) from the areas to be occupied by roads walks, buildings, and perkier areas. Pile and store topsoil at a loeation where it will not interfere with construction operations. Top soil shall be reasonably free from subsoil, debris and stones. 6. BISPOSITION OF UTILITIES A. Rules and rofulations governlnf the respective utilities shall be observed in executing all work under this mS. ion. E. It shall be the responsibility of eaeh contractor to verify all existinf utilities and conditions pertaining to his phase of the work. It shall also be the eontraetors responsibility to contact the owners or the various utilities, before work is started The eontractor shall notify in writing the owner or the engineer of auy ehanfes, errors, or omissions found on these plans or in the field before work is started or resumes. C. Where active utilities are encountered but not shown on the drawinfs, the Enfineer shah be advised before work is continued, D. Inactive and abandoned utilities encountered in exeavating and fradinf operations shall be reported to the Enfineer. They shah be re,~oved, plugged or capped as direeted by the Enfineer. SITE GRADING Grades: Do all cutting, filling, compacting of fills and rough grading required to bring entire project area to subgrede as shown on the dr..swings. Undercut open areas 4 inches for topsoil. B. Rough grading: the tolerance for paved areas shall not exceed 0.10 feet above established subfrade. All other areas shall not exceed 0.10 feet plus or minus the established grade. Provide roundings at top and bottom of banks and other breaks in grade. All open areas shall be ~raded a minimum of 0.5~ and a msximunl of 3:1 slope. On fill slopes steeper t~.an 4:1, step or break-up sloped ~urfacee so that fill will bond with existing surface. Maximas lift height shah not exceed 12 inches. C. Subfrade shah be proof rolled with suitable equipment, and all spongy and otherwise unsuitable material shall be removed and replaced with suitable material. D. Subgrade for streets and paved areas shall be compacted to 100~G of standard proctor in the upper 6" of depth~ Depths of embankment below the upper 6" shall be compacted to 95Z of standard proctor. E. See PAVINC section also. Y. All fill material shall be formed from soil tree of deleterious material, if so required, prior to placement of fill, a sample of the proposed matorial shall be submitted to the softs engineer far approval. The fill material shall be placed in layers not to exceed 5 inches in loose thickness and shall be spread and compacted at the proper moisture content. G. All fill material in &reas outside of building end pavement areas shall be compacted lightly with e~ch lift and protected from erosion. Areas of building construction shall have suitable fill material placed and compacted in accordance with the Soils Engineer's report or minimum 95 · standard proctor. SANITARY SE~ER SYSTEMS SCOPE OF WORK The work under this section includes all sanitary sewers, manholes, catch basins, cleanouts, and related items, including excavating and backfilling necessary to complete the work shown on the drawings, starting five feet outside the building walls. The ends of sewers shall be tightly plngfed or capped at the terminal points adjacent to buildings, pending the connecting of ail such lines to the building drain as specified in the plumbing specifications and architectural drawings. All gravity plastic sewer pipe and fittings shah eonform to ASTM 03034, SDR-35. The nflnimum cch elasstfieation rot P.¥.C. and Truss pipe shall be 13454-B or 12454-C. B. ASS sewer pipe and fittings shall conform to ASTM D2680 or latest revision. If using truss pipe, Joints shall be gasket type. C. Joints for PN.C. &nd P.V.C. Truss pipe shall be eompressJon type flexible gasketed joints. APPLICATION Permits and Codes: The intent of this seetion of the specifications is that the contractors bid on the work covered herein shall be based upon the drawings and specifications but that the work shall eomply with ah applicable codes and regulations as amended by any waivers. Contractor shall furnish all bends necessary to fat pernflts for cuts and eonneetions to existing sewers. B. Local Standards: the terns 'Local StandaFds' as used herein means the standards of design and construction of the City of indianapolis Dept. of Capital Asset Management- C. Existing Improvements: Maintain in operating condition all active utilities, sewers and other drains encountered in the sewer installation. Repair to the sstisraetion of the owner any existing damage. D. WoFkmanship: To conform to ah local, state and national codes and to be approved by all local and state qencies having Jurisdiction. E. Trenching: Lay ah pipe in open trenches, except when the local authority fives written permission EoF tunneling. Open the trench sufficiently ahead of pipe-laying to reveal ,ny obstructions. The width of the trench shah be the inside pipe diameter plus 24 inches EoF 12 inches above the pipe. Sheet and brace trench as neeessary to protect workmen and adjacent structures. All trenehing to eomply with Occupational Safety and Health Administration Standards. Keep trenches free from water while construction is in progress. Under no circumstances lay pipe or appurtenances in standing water. Conduct the discharge from treneh dewatoring to drains or natural drainage channels. F. Special SupportE. Whenever in the opinion of the EnfineeF, the soil at or below the pipe grade is unsuitable for supporting sewers and appurtenances specified in this section, such special support, in addition to those shown or speeified, shall be provided as the Engineer may direct and the contract will be adjusted. Backfilling: Per a depth of at beast 12 inches above the top of the pipe, backfill with granular material tree from hrfe stones, rock fragments, roots or sod. Compact this baekfiH thoroughly, taking care not to disturb the pipe. FoF the remaining_ trench depth, backfill with earth or granular material containing stones OF roeks not larger than 4 inches. Backfill under walks, parking areas, driveways and streets shall be granular material only - thoroughly compacted by approved methods. Trenches parallel to and within 10 feet of paved roadways shah also be constructed with compacted granular material. Infiltration: Furnish necessary equipment to test sewers for infiltration. Infiltration rates shall not exceed the Local StAndards. Ail sanitary sewer Hnez upon cempletion will be required to pass a iow pressure air test, unlagg otherwise directed hy the sewer utility. Said test shall be conducted according to NCP! StAnd&rd Method and shall be witnessed by an inspector authorized by the sower utility. Infiltration under the test shall not exceed 100 gallons per inch of inside diameter of sewer pipe per mile of sewer in 24 hour8 and inclusive of all appurtenances within the section being tested such as manholes, house connections, etc. Flushing Sewers: Flush all sanitary sewers except building sewers with water to obtain free flow through each line. Remove all silt and trash from appurtenances just prior to acceptance of work Plastic Sewer Pipe installation: Plastic sewer pipe shall be instaHed in accordance with ASTM 02321 per latest revision, and no plastic pipe shall exceed a deflecticn~f 5 Storm Water Connections: No roof drains, footing drains and or surface water drain8 may be connected to the sanitary sewer systems, including temporary connections during construction. Waterline Crossing: Where water lines and sanitary sewers cross and water lines cannot be placed above the sewer with nLinimmn of 17 inches vertical clearance, the sewer must be constructed of water works grade ductile iron pipe with mechanical Joints not within 10 feet either side of the water line. Utilities: It shall be the responsibility of each contractor to verify all existing utilities and conditions pertaining to his phase of the work. It shall also be the contractor's responsibility to contact the owners of the various utflitiss before work is started. The contractor shah notify in writing the ow31ers or the engineer of any changes, errors or omissions found on these plans or in the field before work is started or restuned. New Sanitary Sewer Construction: Contractor to record dimensions of each service line stub from nearest downstream manhole measured along the sanitary sewer main. The locations of manholes and service lines along with any other construction changes are to be incorporated on the original construction drawings and 'Record Drawing* prints subnLitted to the sewer as seca after completion of construction as possible. PAVING SCOPE OF WORK The work required under this section includes all exterior concrete and bitunfl:nous paving and related items necessary to complete the work indicated on drawings and described in the specifications including but not limited to: -All drives, parking areas in conLract -Curbs and futtors -Sidewalks and concrete slabs, exterior r~epe A. Concrete: Concrete shall be ready-mixed and shall be n mix of proportioned fine and coarse aggregates with PorUand cement and water. Mtnim~ cement centent sha~ be 6 bags per cubic yard of concrete &nd saY'mum water content shall be 5.5 U,S. gallons per sack of cement, including moisture in the ~ffregate. Slump for normal weight concrete shall be a maximum of 4 inches and a minimum of 2 inches. The slump of machine placed concrete shall be no less than 1-1/4 inches or more than 3 inches. Standard Lest ASTM C-143 shah be used te measure slump. Minimum compressive strength of concrete at 28 days shah be 3500 psi. All extorior conereto shall have air entrainment of 5X to 5~ by volume per ASTM C-260. Retempering of delivered concreto will not be allowed. Concrete shall be composed of: 1. Portland cement: conforming to ASTM C- 150, Type IA or type IL~ 2. Aggregates: conforn~nf to ASTIr C-33. 3. Wator: Shall be clear and free from injurious ~mounts of oils, acids, alkaiids, organic materials or other deleterious subrtsnces. B. Welded Steel Wire Fabric: Where required for concrete reinforcement, shell conform to ASTM A185. C. Premoulded Joint Filler: Shall be non-extruding type meeting AS~M D-544, except that premouided joint filer used in concrete walk construction may be either non-extruding or resilient. D. Bitumens.us Pavement Materials: Ail materials proposed for the construction of bituminous pavements shall comply with Sections 400 and 900 of the Indiana Department of Transportation Specifications. E. CompaCted Aggregato Sub-base: ShaH be crushed stone or gravel; Crushed gravel shall be a minimum of 35~ crushed material. Fines shall be limited to a m&ximum of 8~ of the total M&torlal shall be free from an excess of fiat, elongated, thinly IMninated, son or disintegrated pieces, and shall be free from rrasments coatod with dirt. Compacted ~ffregato shall be graded as follows or per latest revisions: SIEVE SIZE X PASSING 1" - ~* 100 1' 80-100 3' - 4" 79-90 ,~- 55 -80 d4 35-60 de 25-50 d30 12-30 d20o 5-1o APPLICATION A. Grading: Do any necessary frsdinf in addition to that performed in accordance with Earthwork Section to bring sub[fades, after final compaction, to the required ~rades and sections for site improvement. B. Preparation of Subgrade: Remove spongy and otherwise unsuitable material and replace with stable material. No traffic will be allowed on prepared sub~rade prior to paving. C. Compaction of Sub~rade: The first 6 inches below the subfrade shall be compacted to at least 100X of the maximum dry density as determined by the provisions of AASHTO T-99. Water shall be prevented from standing on the compacted sub~rade. D. Utility Structures: Check for correct elevation of all manhole covers, inlets, valve boxes and similar structures located within areas to be paved and mark, or have made any necessary adjustments in such structures. E. Placln~ Concrete: 1. Subgrade: Place concrete only on , moist, compacted sub~rade of base free from loose material. Place no concrete on a muddy or frozen subgrade. 2. Forms: All forms shall be free from warp, tight enough to prevent leakage, and substantial enough to maintain their shape end position without springing or settlin~ when concrete is placed. Forms shall be clean and smooth immediately before concreting. 3. Placin~ Concrete: Concrete shall be deposited so as to require as Httle handling as practicable. When concrete is to be placed at an atmospheric temperature of 35 de~rees P., or less, paragraph 702.11 of the Indiana Deportment of Transportation Specifications, latest revision shall be followed. ~. Concrete Curb and Gutter:. 1. Expansion 3cants: Shah be ~ inch thick premouided at ends of all returns end maximum spacing of 100 feet. ~. Contraction ~oints: Vnless otherwise provided, contraction joints shall be joints spaced 10 feet on center. 3. Finish: Tamp and screed concrete an soon as placed, and fill any honeycombed places. Finish square corners to ¼ inch radius and other corners to radii shown in plans. 0. Concrete Walks and Exterior Steps 1. Slopes: Provide ~ inch per foot cross slope. Hake &djusimsnts in slopes at walk intersections as necessary to provide proper drainage. ~. Bimensions: Walks and steps shall be one- course construction and have widths and details shown on the drawings. ~. Finish: Screed concrete and trowel with a steel trowel to a hard dense surface after surface water has disappeared. Apply medium broom finish and scribe control joints at 8 foot spacing. Provide ~ expansion Joints where sidewalks intersect and at s maximum spacin~ of 48 feet between expansion joints. H. Curin~ Concrete: Except as otherwise specified, cure all concrete by one of the methods described in .%etlon 501.20 of the Indiana Department of Tr&nsportAtion Specifications, latest revision. I. Bituminous Pavement: Hot asphalt concrete pavement shall be as ~peeified in Section 402 of the indiana Deportment of Transportation Specifications, latest revisions. Pavine will not be permitted durin~ unfavorable weather or when the temperature is 40 degrees F. and lolling. Compacted A~regate Sub-base: The thickness shown on the drawings is the minimum thickness of the fully compacted sub-base: Compaction shah be accomplished by rolling with a smooth wheeled roller weighing 0 to 10 tons. Compact to 95~ compaction usin~ Standard Testing Procedures. Aion~ curbs, headers and walls and at all places not accessible to the roller, the aggregate material shall be tamped with mechanical tampers or with approved tampers. WATER LINES SCOPE OF WORK The work required under this section includes all cold water distribution lines, valves meter pits, hydrants, end related items including excavating and backfilling necessary to complete the work shown on the drawings. The end of water service lines shall be tighLly plugged or capped at the terminal paints pending t. he con~ecting to all such lines of the building piping as wpecified in the plunabing specification~ end architectural drawings. A. Polyvinyl Chloride (PVC): PVC pipe, materials, and jotnting shall conform to the requirements of the Indiana Plnmbing Rules (675 lAC 5) and, where applicable, to *Recomnxended Standards for Water Works* published by the Great Upper Mississippi River Board of State Publtc Health and Environmental Managers. PVC pipe must have the NSF (National Sanitation Foundation) zeal for potable water and be rated to withstand the applied prefwure. Solvent-weld fittings &re not acceptable. Pipe shah meet or exceed AWWA, C-900, DRIS. B. Buctile Iron Pipe: Ductile iron pipe shah meet AWWA C-150 nnd C-151 Specifications. C. Copper Tubing: Shall be seamless, annealed copper tubinf complying with Federal Specification WW-T799. Fittings shall be wrought copper or cast bronze with solder joints. Solder shah be of a composition recommended by the manufacturer of the fittings. D. Fire Hydrants: Shah comply with AWWA · Specification C-502 and shall meet local standards and requirements, particularly as to nozzle diameters and threads, direction of opening, and dimensions of operating and cap nuts. Fire Hydrants shah have one pumper and two hose nozzles, a valve opening not less than 5 inches, and a 6 inch inlet connection. The length of the hydrant barrel shall be determined by the specified depth of cover over the pipe. Valves: All valves and steps shall have ends suited or adaptors shall be provided far the proper installation in the lines in which they are located. Valves shah meet local standards, or in the absenee of such standards, the following requirements. 1. Valves in east iron pipe shall be iron body, bronze mounted, disc gate valves conforming to AWWA Specification C-500. They shell open in the same direction as those used in the local waterwork~.s, system. Valve stems shah ternainate in 2 inch wrench nuts. Furnish two (2) keys. Valves in copper pipe shah be standard brass body, round-way, STound-key stops, with T heads. Furnish two (2) keys. Valve Boxes: Shall meet local standards or in the absence of such* shall comply with the following requirements: I. For iron body valves, boxes shah be approved standard buffalo-type cast iron, adjustable shaft boxes, having a minimunl shaft diameter of 5-1/4 inches. 2. For brass body valves (stops) boxes shall be approved standard cast iron extension service boxes, having a mininxmn diameter of 2-1/2 inches and having lid held in place by a brass or bronze bolt. The castings shah be coated with two coats of coal-tar pitch varnish. Furnish two (2) keys for bolt in lids. G. Plastic Pipe: Shah conforl~ to ASTM D-2241- SDR 21 with flexible elastomeric seal joints conforming to ASTM 0-3139. NSF SEAL OF APPROVAL SHALL BESTAMPEDONALL PLASTIC APPLICATION: A~ Pernlits and Codes: The intent of ~ section of the specifications is that the contractor's bid on the work covered herein shall be based upon the drewin&~ and specifications but that the work shall comply with all applicable codss and refulatlonL Contractor shall furnish all necessary bonds to get permits for outs and connections. B. Existi~ Improvements: Maintain in operating condition all active utilities and sewers and other pipe syutem that may be encountered. C. Trenching: Lay all pipe in open trenches, except when local authority fives wvitton permission for tunneling. Provide separate trench for the water at least 10 feet horizontally from any sanitary sewer. In locations where separate trenches for sewer and water lines are impracticable, lay the water pipe on a solid shelf at least 18 inches above the top of the sewer. D. Width of Trench: Excavate trenches 12 inches each side of the pipe for proper installation of pipe. E. Sheeting and bracing: Sheet and brace trenches as necessary to protect workmen and adjacent sLructures. All trenching shall comply with the Occupational Safety and Health Adn~lnistration Standards. F. Water Removal: Keep trenches free from water while construction therein is in profre~. Under no cirounastances lay pipe or appurtenances in standing ~rater. Conduct the discharge from trench dewatering to drains, or natural drainage channels. C. Grading Trench Bottoms: The bottom quadrant of the pipe shall be fully and uniformly supported. The full load shall rest on the barrel of the pipe. The trench my be excavated to a depth of 4 inches or more below final grade with sand, crushed stone or ~ravel backfill to bring it back to pipe laying grade. For a depth of at least 12 inches above the top of the pipe backfill with earth or Eranular material free from large stones, roots or frozen clogs. Tamp this backfill thoronghly taking care not to disturb the pipe. Backfill under walks, parking areas driveways and streets with granular material only, and tAnlp thoroughly by approved methods. Trenches parallel to and within 10 feet of paved roadways shall also be constructed with compacted granular material. H. Tests: Before joints are covered, fill the piping with water, opening hydrants or other outlets to expel air. Test the piping for leakage as required by local ordinances. Inspect ali Joints for leakage and remedy any leaks. Upon completion of the water lines, flush out the system until the water runs clear. As soon as the system has been flushed out, it shall be sterilized in accordance with the requirements of the water utility. L If a horizontal distance of 10 feet cannot be maintained between the water line and the sanitary sewer line, the sewer must be constructed of water works grade ductile iron pipe with mechanical Joints not within 10' of either side the water line. J. Utilities. It shall be the responsibility of each contractor to verify all existing utilities and conditions perLalning to his phase of the work. It shall also be the contractor's responsibility to contact the owners of the various utilities before work is started. The contractor shell notify in writing the owners or the engineer of any ehan~es, errors or omisrlons found on these plans or in the field before work is started or resumed. K. New Water Line construction: Contractor to record dilnension of each water stub and valves from nearest fire hydrant measured along water main, The locations of hydrants and water valves, &long w~th any other construction changes are to be incorporated on tile original construction drawing8 and "Record Drawing' prints shall be submitted to the water utility as soon after completion of construction os possible. JACK'S TOOL RENTAL SITE 410 West Carmel Drive Carmel, Indiana /9003 Cons~ruo~'on Speeifiea ta'ons Owner/Developer: TOOL RENTAL INC ~, CAR,MEL, IN ~ 317-691-7278 Project: 3-248 [Jack's Tool Rental] Sheet No. · 12 of 12