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HomeMy WebLinkAboutCorrespondence 'p.. ON-SITE EVALUATION FOR EROSION AND SEDIMENT CONTROL Hamilton County Soil and Water Conservation District 1108 South 9th Street, Noblesville, IN 46060 Email at iohn-south@iaswcd.org Ph: 317-773-2181 Fax: 317-776-1101 Date: January 21,2004 R.L. Turner Jim Garbor PO Box 40 Zionsville, IN 46077 TYPE OF BV ALUA TION: 0 Initial . X Routine 0 Follow-up 0 Complaint This evaluation is intended to assess the level of compliance with 327 lAC 15-5 (Rule 5). It is also intended to identifY areas where additional measures may be required to control erosion and sedimentation AI/practices recommended in this report should be evaluated as to their feasibility byaquali]ied ihdividual with structural practices designed by a qualffied engineer. All erosion and sediment control measures shall meet the design criteria, standards, and specifications outlined in the "Indiana Handbookfor Erosion Control in Developing Areas" or similar guidance documents. Project Natne: Carmel Middle School Present at Site: John South, Hamilton Co. SWCD This Report Provided To: John Myers / Skillman Corp. Email 'J- V*~/O Carmel DOCS Surveyor IDNR, Doug Wolf Current Site Information: Soccer fields, pond, area at the east eud of the. site and some of the parking islands have been seeded. The water line ldong 126th Street is completed, The building is enclosed. Some work has occurred on the softball field. It looks as if uo WOdi has recently been done west of the building and/or south of the track. The Following Items Have Been Evaluated and Assigned a Designation of: S = Satisfactory M = Marginal U = Unsatisfactory NA = Not Applicable Construction Site Management for Erosion and Sediment Control U (1) Disturbed areas have been adequately protected through seeding or other appropriate erosion and sediment control measures. S (2) Appropriate perimeter sedIment control measures have been implemented. S (3) Conveyance. channels have been stabilized or protected with appropriate sediment control measures. S (4) Erosion & sediment control measures are installed properly. S (5) Stonn drain inlets have been adequately protected. S (6) Outlets have been adequately stabilized. M (7) Existing erosion & sediment control measures are being maintained. M (8) Public & private roadways are being kept clear of accumulated sediment or tracked soil. N/A (9) Erosion & sediment control measures have been installed and maintained on individual building sites. Status of Sediment Retention On-Site Site conditions present a high potential for off-site sedimentation. There is evidence of off-site sedimentation. Describe: Satisfactory: Marginal: Unsatisfactory: Not Applicable: X Please Refer to the Comments Section of this Report Definitions The item is currently in compliance with the Rule A concern has been identified; corrective action is strongly recommended to remain in compliance A violation has been identified and the site is not in compliance; corrective action is required Does not apply at thi sstage of construction Revised 4/98 .- ON-SITE EY ALVA nON FOR EROSION AND SEDIMENT CONTROL COMMENTS PROJECT NAME: Carmel Middle School Page 2 The items checked below must be corrected prior to _(past due) unless otherWise noted. Install an appropriate sediment control practice between construction areas and lower lying areas. Replace/Repair silt fence and/or straw bale barriers. Entrench silt fence (6-8 in.) and/or straw bale barriers (4 -6 in.) and stake straw bales. Remove accumulated sediment from: 0 sediment traps/basins, 0 behind silt fence/straw bales, 0 around storm drain inlet protection devices, 0 streets and gutters (Do not flush with water) X Temporary seed, fertilize, and/or mulch: Recommend mulching disturbed ground and using a straw crimper to I{eep it in place.. Permanent seed, fertilize, and mulch areas that are at final grade:_ X X Protect storm drail1 inlets: X curb inlets, drop inlets Review inlet protection and refresh where needed. Install inlet protection for curbed inlets. Reshape and stabilize sideslopes of: 0 sediment traps/basins, 0 detention/retention basins Install/Maintain construction entrance(s): Reshape and stabilize conveyance channels: Place greater emphasis on erosion and sediment control on building sites; contractors, subcontractors, material vendors, and others should be made aware of erosion and sediment control requirements. Appropriate perimeter sediment controls (e.g. silt fence) and stable construction entrances shall be utilized on all sites. Sediment tracked into the street shall be removed (do not flush with water) at the end of each work day. Other Requirements: X Clean paved areas of mud. This is recommended for a Notice of Violation. Temporary Seeding to protect disturbed areas that are not being worked has not been accomplished. This report submitted by: John B. South P.E. CPESC Revised 4 198 ", , '01-_6 Date: 10/30/03 ON-SITE EV ALUA TlONFOR EROSION AND SEDIMENT CONTROL Hamilton County Soil and Water Conservation District I 108 South 9th Street, Noblesville, IN 46060 Email at iohn-south@iaswcd.org Ph: 317-773-218l Fax: 317-776-] 101 R.L. Turner Jim Garbor PO Box 40 ZionsvilIe, IN 46077 TYPE OF EVALUA nON: 0 Initial X Routine 0 Follow-up 0 Complaint This evaluation is intended to assess the level of compliance with 327 lAC /5-5 (Rule 5). It is also intended to idel1tifY areas where additional measures may be required to control erosion and sedimentation. All practices recommended in this report should he evaluated as to their feasibility by a qualified individual with structural practices designed hy a qualified engineer. All erosion and sediment control measures shall meet the design criteria, standards. and specifications outlined in the "indiana Handbookfor Erosion Control in Developing Areas" or similar guidance documents. Project Name: Carmel Middle School Present at Site: John South, Hamilton Co. SWCD This Report Provided To: Jolm Myers Skillman Corp. Email Carmel DOCS Surveyor Current Site Information: Soccer fields, pond, area at the east end of the site and some of the parking islands have been seeded. The water line along 126th Street is completed. The building is nearly enclosed with the masonry work nearly completed. The Following Items Have Been Evaluated and Assigned a Designation of: S = Satisfactory M = Marginal U = Unsatisfactory NA = Not Applicable Construction Site Management for Erosion and Sediment Control U (1) Disturbed areas have been adequately protected through seeding or other appropriate erosion and sediment control measures. S (2) Appropriate perimeter sediment control measures have been implemented. S (3) Conveyance channels have been stabilized or .protected with appropriate sediment control measures S (4) Erosion & sediment control measures are installed properly. M (5) Storm drain inlets have been adequately protected. S (6) Outlets have been adequately stabilized. M (7) Existing erosion &. sediment control measures are being maintained. S (8) Public & private roadways are being kept clear of accumulated sediment or tracked soil. N/ A (9) Erosion & sediment control measures have been installed and maintained on individual building sites. Status of Sediment Retention On-Site Site conditions present a high potential for oft~site sedimentation. There is evidence of off-site sedimentation. Describe: S ati s factory: Marginal: Unsatisfactory: Not Applicable: X Please Refer to the Comments Section of this Report Defin itiom' 'rhe item is currently in compliance with the Rule A concern has been identified; corrective action is strongly recommended to remain in compliance A violation has been identified and the site is not in compliance; corrective action is required Does not apply at this stage of construction Revised 4/98 'P. .. ON-SITE EVALUATION FOR EROSION AND SEDIMENT CONTROL COMMENTS PROJECT NAME: Cannel Middle School Page 2 The items checked below must be corrected prior to _11/14/03 , unless otherwise noted. Install an appropriate sediment control practice between construction areas and lower lying areas. X Replace/Repair silt fence and/or straw bale barriers. ~Silt fence for swale along 12611] Street has failed. Entrench silt fence (6-8 in.) and/or straw bale barriers (4 -6 in.) and stake straw bales. Remove accumulated sediment from: 0 sediment traps/basins, 0 behind silt fence/straw bales, 0 around storm drain inlet protection devices, 0 streets and gutters (Do not flush with water) X Temporary seed, feltilize, and/or mulch: Recommend mulching disturbed ground and using a straw crimper to I{eep it in place.. Permanent seed, fertilize, and mulch areas that are at final grade:_ X Protect storm drain inlets: X curb inlets) X drop inlets Review inlet protection and refresh where needed. Install inlet protection for curbed inlets. Reshape and stabilize sideslopes of: 0 sediment traps/basins, 0 detention/retention basins Install/Maintain construction elltrance(s): Reshape and stabilize conveyance channels: Place greater emphasis on erosion and sediment control on building sites; contractors, subcontractors, material vendors, and others should be made aware of erosion and sediment control requirements. Appropriate perimeter sediment controls (e.g. silt fence) and stable construction entrances shall be utilized on all sites. Sediment tracked into the street shall be removed (do not flush with water) at the end of each work day. Other Requirements: X Clean paved areas of mud. This report submitted by: 10hn B. South r.E. CPESC Revised 4/98 ON-SITE EV ALUA nON FOR EROStON AND SEDlivfENT CONTROL COMMENTS PROJECT NAME: C ARHc:Lk.LAr I1/1J/JL~ Sc.f.lt'J6L I Page 2 The items checked below must be corrected prior to t,/z.Dh3 , unless otherwise noted. ,. , ~ Insta II an appropriate sediment COI1trol ~ractice between construpio. n peas and IO'j.er lying areas ';l J D ,leA c:1ee~j &/ /15#4 /l? tf-I'-< S';'rt'cts /l~xL ~ soe~e/ hi"/d.J 0' Replace/Repait" silt fence and/or straw bali barriers, o Elltrench Silt fence (6-8 in) and/or straw bale barriers (4 -6 in,) and stake straw bales, o Remove accumulated sediment from: 0 sediment traps/basins, 0 behind silt fence/straw bales, 0 around stonn drain inlet p,'otection devices, 0 streets and guttel's (Do not flush with water) o Temporary seed, fertilize, and/or mulch: ~' I'/,e/d.....~> ~ o o Install/Maintajn construction entrance(s): ~ Reshape and stabilize conveyance channels 5W4k,s In fwl't'I( St1[i!"('1" //~/b (; Place greater emphasis on erosion and sediment control on building sites; contractors, subcontractors, material vendors, ana others should be made aware of erosion and sediment control requirements, Appropriate perimeter sediment controls (e,g. silt fence) and stable construction entrances shall be utilized on all sites, Sediment tracked into the street shall be removed (do not flush with water) at the end of each work day (; Other Requirements: No-rc ~ r rEH 'S :1 .0/ -r,-S- ()AI ;:.AST IlEf);ctl..). . aJ f]'.~ / Reviwd 4 .-' 98 This report submitted by: ~ /~Jc,3 I f Project Name: CAJZItC~ /Ct./i.j' HILJJ)/..E SC-/I"Ol- I Present at Site: John South, Hamilton Co. SWCD, :rIH 6AKf41~k This Report Provided To: Ji rI (; AK BtJJ< ..'J"blll II YEIZS 1<. 1. W;2#E/2 5k'llL nil/v ak?p. Po Box '10 FIly ?5.3-03'7& Z/tJ"./SViLt.E'> II , L/tD'?7 ON-SITE EV ALVA TION FOR EROSION AND SEDIMENT CONTROL Hamilton County Soiland Water Conservation Dis,trict 1108 South 91h Street, Noblesville, IN 46060' Ph: 317-773-2181 Fax: 317-776-1101 Date: 51,) /ZoE-Yb/Z. CARItEL HLE- TYPE OF EVALUATION: o Initial o Routine o Follow-up o Complaint This evaluation is illtended to assess the level of compliance with 327 lAC 15-5 (Rule 5). It is also intended to identify areas where additiollal measures may be required to control erosion and sedimentation. All practices recommended in this report should be evaluated as to their feasibility by a qualified individual with structural practices designed by a qualified engine,er. All erosion and sediment control measures shall meet the design aiteria, standards, and specifications outlined in tile "Indiana Handbookfor Erosion Control in Developing Areas" or similar guidance documents. Current Site Information: ~~f/.2.aLL FieLD - rn :<1.fa.LI"l-~ fl''/ e.... SClc.ccr hK!.l.O:3- t..AZtt/EJ.. r l.J, tiHAAI& iED. FiN/f///A/6 /R/06A "I/JJ/(J BASE i~L.L-. F'E,-D~ tJJtI~J-/,4jV&eD. - 30:Pe (.)j'EJ.J 81'" 114.fLu/ WoRK PtJ)/O C6/tPt..EE..'tE.[) - /Y'C'r 5",4811-1 ?::/Ej) EiCL!.ESS SPOIL SPf?EiAD AL(V'/t, cAS T Sf DIE Dr 5; rE. SEED/AI. The Following Items Have Been Evaluated and Assigned a Designation of: S = Satisfactory M = Marginal U = Unsatisfactory NA = Not Applicable Construction Site Mllnagement for Erosion lllld Sediment Control S M @ NA (1) Disturbed areas have been adequately protected through seeding or other appropriate erosion and sediment control measures. S M @ N'\ (2) Appropriate perimeter sediment control measures have been implemented. SM. N~ (3) Conveyance channels have been stabilized or protected with appropriate sediment control measures. S M NA (4) Erosion & sediment control measures are installed properly. S M @ NA (5) Storm drain inlets have been adequately protected @ M U NA (6) Outlets have been adequately stabilized. S M @ NA (7) Existing erosion & sediment control measures are being maintained. @ M U NA (8) Public & private roadways are being kept clear of accumulated sediment or tracked soil. S M U @ (9) Erosion & sediment control measures have been installed and maintained on individual building sites, Status of Sediment Retention On-Site ~ Site conditions present a high potential for off-site sedimentation, o There is evidence of off-site sedimentation. Describe: Satisfactory: Marginal: Unsatisfactory: Not Applicable: J( Please Refer to the Comments Section of this Report Definitions The item is currently in compliance with the Rule A concern has been identified; corrective action is strongly recommended to remain in compliance A violation has been identified and the site is 110t in compliance; cOlTective action is required Does not apply at this stage of construction Revised 4/98 ON-SITE EVALUATION FOR EROSION AND SEDIMENT CONTROL , . ( Hamilton County Soil and Water Conservation District 1 ] 08 South 91h Street, NoblcsviIle, TN 46060 Ph: 317-773-2181 Fax: 3]7-77~-1 ]01 ~ /0 ).-- SUr) ,,:-u, Date: ~::r" J Go .ex':! Project Name: ! L:, Altfl..c( 7f!iEJ~ Present at Site: John South, Hamilton Co, SWCD, This RepOlt Provided To: Jh ~N' j'( 1E.RS TYPE OF EVALUATION: 0 Initial 0 Routine Y Follow-up 0 Complaint This evaluation is intended to asseSS,tlte level of compliance with 327 lAC 15-5 (Rule 5). It is also intended to identify areas where additional measures may be req'uired toeoI/tro[. erosion and sedimentation. All practices recommended in this report should be evaluated as to their feasibility by a qualified individual with structural practices designed by a qualified engineer. All erosion and sediment control measures shall meet the d;:sign criteria, standards, and specifications outlined in the "Indiana Handbookfor Erosion Control in Developing Areas" or similar guidance documents. Current Site Information: HElJI.lt' RIU/tI~ Lit! r T",vt) -uJ~k5. FU>7"/34Ll-' Fu;/...q P/l/Jt.. rtt:&/iL!M...lJS I3LJ5E84LL F/-lliI.)S - /Vb eMa#&.ce: E. jULit.l(J,r/tJ),I cui plJAI() t:.bVi/ AI U€S ,.oIE.C/.$/()~.i3 1'J!3.,V,oIN6 t!:'JA/,w.IIe21!:.. rD V>-.J€. Eyr.e4 1)112..7' .5 The Following'Items Have Been Evaluated and Assigned a Designation of: S = Satisfactory M = M.arginal U = Unsatisfactory NA = Not Applicable Construction' Site Management for Erosion and Sediment Control S M @ NA (1) Disturbed areas have been adeqtiat~ly protected through seeding or other appropriate erosion and sediment control measures. (2) Appropriate perimeter sediment control measures have been implemented. (3) Conveyance channels have been stabilized or protected with appropriate sediment control measures. (4) Erosion & sediment control measures are installed properly. NA (5) Storm drain inlets havebeen adequately protected. NA (6) Outlets have been adequately stabilized. NA (7) Existing erasi'on & sediment control measures are being maintained. NA (8) Public & private roadways are being kept clear of accumulated sediment or tracked soil. @ (9) Erosion & sediment control measures have been installed and maintained on individual building sites -0/ Sot:..~I!t;2 19EJ.D..s.JI~ CIW3.M5.E S M @ NA S 1'.1 @ NA ~,1\1 U NA S @ U' c1)'M U SQ;,Du Q)MU S M U Status of Sediment Retention On-Site A. Site conditions present a'high potential for oft:'site sedimentation. o There is evidence of off-site sedimentation. Describe: Satisfactory: Marginal: Unsatisfactory: Not Applicable: " Please Refer to the Comments S~ction of this Report Definitions The item is currently in compliance with the Rule A concern has been identified; corrective action is strongly recommended to remain in compliance A violation has been identified and the site is not in compliance; corrective action is required Does not apply at this stage of construction Revised 4 / 98 ON-SITE tv ALVA nON FOR EROSION AND SEDfMENT CONTROL PROJECT NAME: COMMENTS e.'orMel /1/clc!k Sc/oo/ Page 2 The items checked below must be corrected prior to ;;;- - 2:)-03 , unless otherwise noted. o Install an appropriate sediment control practice between construction areas and lower lying areas. )( o o Replace/Repair silt fence and/or straw bale barriers e IJST .,$ Jj)l! DF SIre!, Entrench silt fence (6-8 in.) and/or straw bale barriers (4 -6 in.) and stake straw bales. Remove accumulated sediment from: .0 sediment traps/basins, 0 behind silt fence/straw bales, 0 around storm drain inlet protection devices, 0 streets and gutters (Do not flush with water) Temporary seed, fertilize, andlor mulch: '1 Y: Permanent seed, fertilize, and 'mulch areas that are at final grade: o o Protect storm drain inlets: 0 curb inlets, 0 drop inlets Reshape and stabilize sideslopes 9f: 0 sediment trapsfbasins, 0 detention/retention basins o o Install/Maintain construction entrance(s): Reshape and stabilize conveyance channels: o Place greater emphasis on erosion and sediment control on building sites; contractors, subcontractors, material vendors, and others should be made aware of erosion and sediment control requirements. Appropriate perimeter sediment controls (e,g. silt fence) and stable construction entrances shall be utilized on all sites. Sediment tracked into the street shall be removed (do not flush with water) at the end of each work day. Other Requirements: Ji /. lJ D/J DEVl5'lE. it> ,eLM! PVI1P lJ./r.4k.e /0 tJ!EtIJ47'ER Ir)JJL) L S-rAAI/./~.e 6;eIJ/)eS 1),1./ StJI-'T# ,SI.l2IE ()~ J4v..O 4~' ~e.eTAJJL,JS# ;$ /"'- r FeNCe. ,;3. /#LE'7" I',.(!IJ 71l!..t. .,.. /~# 1='(;1:. P ,lu2. J:11I.I6./...,O r /)..J).J:r..$. ;tJJD c!),c:~ P4vE.O 4;:)PA ..5, ;:L #$ r .41.. /... SCI(.aPE ~ -rH~-rIl,t.L P/1""'C.U ~}I&KS ;1:1 'Jirt: 5~c.t!.er ~/.e"O !W4 1- lit. $. PlteFIE.IC"i: s p.:rP'EJJC:.e t'!IIIU)'-S tlV5r~uJ.Af) 6.LJe12Y .IbOt '" ..:r; D~~;;:"D IHew..,.- Awatf' FlZtJH .~N~'T:S ;:::"_~_ NEE/.).~ or?:> DE rVt:KED UN~ ~A$,../,v'6. To;, ,e,>on ",bm ;tted by, af ~ . / R evi:icd 4 198 -/7' ON-SITE EVALUATION FOR EROSION AND SEDIMENT CONTROL Hamilton County Soil and Water Conservation District lIaS South 9t1; Street, Nob lesville, TN 46060 Ph: 3]7-773-2181 Fax: 317-776-1101 Date: ~- 30.03 V?:rlr.,~;~Ir=pclJ7U~J.:OD-~ ~ ~~- ,. - ------- Present at Site: John South, Hamilton Co. SWCD, :::roll 11 yi!e.S This Report Provided To: .:TO"," f1 't e,., v' S k;JlrA1DK lMf' Project Name: J . . -r"d. S'4."-,-I.:.b"6'I"Mi'~"~ . ~ /Ud- S\)) C tI~.nIC 7 5.H vc "e-/ , FIe... TYPE OF EVALUATION: o Initial << Routine o Follow-up o Complaint Current Site Information: , It S M @ NA S M ~ NA S 6) U NA S M @ NA QM U NA S M ~ NA @ M U NA S 1\1 U ~ (2) (3) (4) (5) (6) (7) (8) (9) Status of Sediment Retention On-Site p< Site conditIOns present a high potential for off-site sedimentation. o There is evidence of off-site sedimentation. Describe: Satisfactory: Marginal: Unsatisfactory: Not Applicable: V Please Refer to the Comments Section of this Report Definitions The item is currently in compliance with the Rule A concern has been identified; conective action is strongly recommended to remain in compliance A violation bas been identified and the site is not in compliance; conective action is required Does not apply at this stage of construction Revised 4/98 ~~/ '- r".'" ON-SITE EV ALVA TION FOR EROSION AND SEDIMENT CONTROL PROJECT NAIv1E: COMMENTS C'~JOge/ ff,tlA Sf:. 4t:JD I Page 2 The items checl,ed below must be corrected prior to .5" hS"'!D::J , unless otherwise noted. ~ , ~ Install an appropriate sediment control practice between construction areas and Lower lying areas. 1et #o~e.. ~ I( jI ~~\~!P ~]3Elir J: t~ K:.I,;';: 1l11iil1"T.[tnl'!: 19[1~B ~:all im. o Entrench silt fence (6-8 in,) and/or straw bale barl"iers (4 --6 in.) and stake straw bales. Remove accumulated slOdiment from: 0 sediment traps/basins, 0 behind silt fence/straw bales, 0 around storm drain inlet protlOction devices, 0 streets and gutters (Do not flush with water) Temporary seed, fertilize, and/or mulch: S~e "colt <X ~ Permanent seed, fertilize, and mulch areas that are at final grade: . S~, ~r!Jfc.. ~ . l Protect storm drain inlets: 0 curb inlets, 9C drop inlets _ .JNlllua ~ #It. , Reshape and stabi lize sideslopes of: 0 sediment traps/basins, 0 detention/retention basins Q o Install/Maintain wnstruction entrance(s): Reshape and stabilize conveyance channels: . ."" gD ce"" fit(/; ~&k.J S 1"/;1 'kz. c J10 o Place greater emphasis on erosion and sediment control on building sit6S; contractors, subcontractors, material vendors, and others should be made aware of erosion and sediment control reqllirements. Appropriate perimeter sediment controls (e,g. silt fence) and stable construction entrances shall be utilized on all sites. Sediment tracked into the street shall be removed (do not flush with water) at the end of each work day. ~ Other Requirements: z. IV ;.4t ;.J,t ~'~ el('s ~ ...",l , ~/~ Jl<e. , ,.~s~,)cf ~ ';:;l-!~ - ,. ',re ~t<S M" - b(t~ 'IJ~ _ - ! S6~c.er F;c/t/S f),)/wked d;".c~ .1,"'1 61t t 5...."'- F,.f/44/J ~'eld 8,~ d,' ,....D~J~ ' An 4"(H~...cl c./k4..1.~ ;:Jol.Ad 5o~1 f-fOG!. P " /es . I 1 ~ "r6 pc / I J I \.... e.... ~ Thi5 rep0l1 subm itted by: ;frI /1- b Rel'ised 4 ! 98 1121/23/21211212 HAMIL TON CO USDA ~~~- I A~ ~~ I ON_StTEEVALUAtlONFOREHOS N.ANDSEDJ! NTCONTROL f( ~ "'<.~\ Hamilton County SoH and W ter C nservation lstdct t\, "J; \"J: 1103 South 9111 Streel, N ole, ille, TN 460 0 \ ~t-C;t_\~t.U \; JAL.I. . PUIJ-773-2I!1 F dl -776-1101 <0 \\<;;1 n 1JM1. Ii!; I Da(e~ ___~ t.. \- UtjCS i ::::::~:l::~~oJ:;':::,l;~~1:D \~~., f(~ 'ft'I'" D 'port PI'~" ;ded To'. '.,' ~ ' ; ~. __~~,"'1- ',P- I I'~ V" IfP ,. ~.,-.S:..::.,~.- .;' __"",.",;.0_, _.:ro~--. H~rtf'. i1.rPdl 'c Ii., 7!J3. ot~S SVfvll ~d c:. 08:24 317-775-1Hll ". "" TYPE OF E;VALUATJON: o Initial vi( RQU ine o Follow.up o Complaint This r!\lalu(lt~o" 1$ Intended to IUseyS the level of compliance with PIC 15-5 (Ru e 5). It is alsf) intended to Identify arl!a.~ where additional ItUUlSUl'er may be required to comroI erosion an .'{edl en.ratio,., U practlce,~ recommended ili this report should be evaluated as to theirfeasibility by a qualified imllviclua with truCfuralp ctiu.., de~lgl1ed by a qualified engIneer, A If erosion ami ,~iZ{(fm~nt control measures shall meet (hI! druigH riterip, srllndC1rds and specifir:<<tto11S outlined in IlIe "Indiana HandhookfOf Eroskm Control in Developing Area.v" or simill1r [dance dQcumen ,f. Cllrrem SHe Informi.llion: @M U NA (2) S M ~N A (3) S IY\ NA (<1) SM. U NA (5) S M U NA (6) 'S@U NA ('7) ([)M U NA (8) S M U ~ (9) maintained, ulated sediment or tr<lcked soil. d and maintained on individual building sites, Status of Sedil11ilnt Retelltjon On-Site W Site COT1di\iollS present a high potential for ()ff-~jte 5edi mati .11. o There is evidence of off-site Sl!dimentation, Describe: Siltisfactory: M{\.rginal~ Unsatisfactory: Not Applicable: Please Refer to th€ Comments Section Qf tJ1iS Report Defl Won. The item is currently in compliance with the'R Ie A concern has been identified; corrective actio is 51 \)11gly recommended to remain in compliance A violation has been identified and tr.e site is 11 t in ol11pliance; {affective action is required Doe, IiOt applY at fhis :>tage of constrtlction I Revised 4/11/1 10/23/2002 08:24 317-776-1101 HAMILTON CO USDA PAGE 04 r PROJECT NAME: C IKmc./ ON-S1TE EY ALUATIO'N FOR ElS.OS "'--1"\9 I-r:..... ~ ~-l-J-jlO" ~ t\\I1=i1 ~~ ~ 'h' -2Q02 . l@ DOC~ t) Page2 The items checked below must be corrected prior to ' u nle o 1 n':5t1l1 1 an app,opritlte sediment control practil,:e between cOllstf ction (It'eas and 1 o o ReplaceJRepair silt fence and/Or straw bale balTiers Entrench silt fence (6-8 in,) and/or straw bale barriers (4 -6 i ) and stake straw ales. Remove accumulated sedimem from: 0 sediment traps/basins 0 be ind silt fen e/strawbales.O around storm drain inlet protection devices, 0 stree~ and gutters (Donor flllSh with w ter)_ Temporary seed, ferti lize. and/or mulch: cl o X 'K )( Q Pcrm3nent seed, fertilize, and mulch a.teas that are al fin<ll grade. R II ~c Prote~t storm -drain inlets: !(tctlrb inlet~, . drop inlm~ Qi "t:~ Resl1/1pe ,1I1d stabi lize sidl'!slopes of: 0 sediment trl\p~/basil')s, 0 de entionfretel'1 I ~~Maintail1 construction cntrance(s): I Reshape and stabilize con:veyancc channel:;: ~_ I o o o I'lace greattlr emph~is on erosion (ill'\d sediment control 011 b ; Idll1 sites; contr dors, subcontractors, material vendors, and others ShOl11d be made aware of erosion and sediment contro reql.li 'ements. A propriate perimeter sediment controls (e.g silt fence) and stable construetlol') entrances shall be util zed 0 all sites. dilTlent tracked into the street shaH be removed (do not flush with water) at The end of each work d Other R.equirements: ~ This repoli s~lbmtrted by: Rcvi.,,;il 4 /911 This report was Provided To: ON-SITE EV AT ,DATION FOR EROSION AND SEDIMENT CONTROL HamUn County Soil and Water ConservaO District 1108 South 9th Street, Noblesville, IN 46060 Telephone: 317-773-2181 Fax(:, 317-7-7-6-1-10'~\. !!-' / /{ ..s.: /;; c:7U .3 y, O,;}. 'DJ~ il..!- ~d-'e. chao J 'I'~~-"' \ ~/ . ~~I' /v(,/) '-........ --/ ~'jf OOCI' --- ---- Date: af~ ~z Project Name: 6'1"';nd ,I Present at Site: John South, Hamilton Co. SWCD, Type OF EV ALUA nON: o Initial ~ Routine 0 Follow-up 0 Complaint This evaluation is intended to assess the level of compliance with 327 lAC 15-5 (Rule 5). It is also intended to identify areas where additional measures may be required to control erosion and sedimentation. All practices recommended in this report should be evaluated as to their feasibility by a qualified individual with structural practices designed by a qualified engineer. All erosion and sediment control measures shall meet the design criteria, standards, and specifications outlined in the "Indiana Handbook for Erosion Control in Developing Areas" or similar guidance documents. Current Site Information: :/"'I1f~ &t); J;.,~ The Following Items Have Been Evaluated and Assigned a Designation of: S = Satisfactory M = Marginal U = Unsatisfactory NA = Not Applicable Constructio~te Management for Erosion and Sediment Control S M lliJ NA (1) Disturbed areas have been adequately protected through seeding or other appropriate erosion and sediment control measures. S M (ij) NA (2) Appropriate perimeter sediment control measures have been implemented. S M 1f t@ (3) Conveyance channels have been stabilized orprotected with appropriate sediment control measures. ~ M U 1'fA (4) Erosion & sediment control measures are installed properly. S M U ~ (5) Storm drain in. lets have been adequately protected. S M U ~ (6) Outlets have been adequately stabilized. (]) M U NA (7) Existing erosion & sediment control measures are being maintained. GS) M U NA (8) Public & private roadways are being kept clear of accumulated sediment or tracked soil. S M U @ (9) Erosion & sediment control measures have been installed and maintained on individual building sites. Status of Sediment Retention On-Site 13" Site conditions present a high potential for off-site sedimentation. o There is evidence of off site sedimentatipn, o Description provided: ~Please Refer to the Comments Section of this Report Compiled By: Defmitions Satisfactory: The item is currently in compliance with the rule I .' Marginal: A concern has been identified; corrective action is strongly recommended to remain in compliance Unsatisfactory: A violation has been identified and the site is not in compliance; corrective action is required Not Applicable: Does Dot apply at this stage of construction Revised 4/98 u J ON-SITE EV ALVA TION FOR EROSION AND SEDIMENT CONTROL "J.., \\~' G d- COMMENTS ;?l""~. / // / /" {.C;:;'j,;; PROJECT NAME: C I1rnf(:1 #////(" S~/M . ;'- <"6/ to . ~h / 00.'"\ "t The items checked below must be corrected prior to fi'6'/6z:. , unless otherwise noted. (,3' o Install an appropriate sediment control practice betwe~n construction areas and lower lying areas. o o o ReplacelRepair silt fence and/or straw bale barriers, Entrench silt fence (6-8 in.) andlor straw bale barriers (4 -0 in.) and stake straw bales. Remove .accumulated sediment from: 0 sediment trapslbasins, 0 behind silt fence/straw bales, 0 around storm drain inlet proteCtion devices, ~ ~treets and gutters (Do not ~ush w~er) Temporary seed, fertlll:te, and/or mulch: 7)"s r: ')( o Permanent seed, fertilize, and mulch areas that are at final grade: o o Protect stonn drain inlets: 0 curb inlets, 0 drop inlets Reshape and stabilize sideslopes of: 0 sediment traps/basIDs, 0 detention/retention basins o o InstalL/Maintainconstnlction entrance(s): Reshape and stabilize conveyance chalIDels: o rlb.l7- o h fL /' ; / For questions regarding this report contact: John South ( \ /'\ EROs ON AND SEDIMENT CONTR'rrL PLAN TECHNICAL REVIEW AND COMMENT Hamilton County Soil and Water Conservation District 1108 South 9th Street, Nohlesville IN 46060 Ph- 317-773-1432 or Email at john-sollth(tlJiaswcd.org PROJECT NAME: Carmel/Clay Middle School (~"'tl.\"\'lClAf'rt- \)$ 'E) Mr. ~illiam Payne " Carmel CIa?1 Sch~~.~\qon~9rtJion F anmng/How~y ASSOCI ales. Tnc Carmel Indla;1~./~"/j,.\. 9025 North River Road, Smte 200 /;/ .' -13 ~ 'y-:\ Indianapolis, IN 46240 t7 'tf1 <"C'Oh ',,,) 317-848-0966 (:"j ./1' ~,-) John B. South ~.E.. . ,. r\, tlOe ~~> Celtrfied ProfessIonal 111 EroSIOn and Sediment Conti;?j:" cr (,j " / \, ..>' '-',"" '" '\ \,,/ Plan Review Date:j4;r151O~\; , \;'/ ~~!_'.../ SUBMITTED BY: REVIEWED BY: PLAN REVIEW PROCEDURE: Site Visit Date: LOCA nON: Southeast corner of 126th and Shelborne Rd. LEGAL DESCRIPTlON: Sec. 32 TOWNSHlP: 18N RANGE: 3E CIVIL TOWNSI-llP: Clay SOIL SURVEY MAP SHEET: # 49 The technical review and cornments are intended [0 evaluate the completeness of the erosion and sediment control plan for the project. The erosion and sediment control plan submitted was not revie,vedfor the adequacy r4 the engineering design. All practices included in the plan, as well as those recommended in the comments should be evaluated as to theirfeasibility by a qualified individual with structural practices designed by a qualified engineer. The plan has not been reviewed for local, state, or federalpermits Ihal may be required to proceed with this project Additional information, including design calculations may be requested lofurther eva/uale the erosion and sediment control plan. The erosion and sediment control plan has been reviewed and it has been determined that tbe plan: X Satisfies the minimum requirements and intent of 327TAC 15-5 (Rule 5). Notification will be forwarded to the Indiana Department uf Environmental Management. Proper implementation of the ero:>ion and sediment control plan and inspection:> of the construction site by the developer or a representative are necessmy to minimize ojJ~site sedimentation. The developer should be aware that unforeseen construction activities and weather conditions may effect the performance of a practice or the erosion and sediment conlrol plan The plan ml/st be ajlexible document, with provisions to modifj) or substitute practices as necessary. Revised 4 ! 97 Cc: Carmel DOCS Ha. Co. Surveyor Ha. Co. Highway IDEM File u u D~~~. I . /H ., an.nmgowey i l\ssociates, me. Architects Engilleers Consultants T R A N s M T T A L~", ~t\ OOCS t-- ~<A If:-; /" ,^-:- oJ '! "i-r"j-_ --~ ~:{\/ ""'.l-i~ ~-~_j>r To: Laurence M. Lillig, Jr. Planning Administrator Board of Zoning Appeals Department af Community Services City of Carmel One Civic Square Carmel, In 46032 Date: May 16, 2002 Project: New Middle School Carmel Clay Schools Carmel, Indiana Project No. 201102.00 From: William E. Payne, AlA Owne r-I n-Cha rge/Principal 8 8 Member Packets NO. OF COPIES Sent via: 0 Mail o Fax o Overnight o UPS - [ZJ Hand Deliver o Pickup COMMENTS: WEP/sal c: Rollin E. Farrand, Jr., RA, Director of Facilities and Transportation, Carmel Clay Schools 1 \- 9025 North River Road, Suite 200 '1 Indianapolis, Indiana 46240 (317) 848-0966 ~ Fax (317) 848-0843"'1\ http://www.fhai.com U D~~~F . rr/W ., . anrun5' : J.owey Associates} me. Architects Engineers Consultants hU T R A N s M T T A L / To: Laurence M. Lillig, Jr. Date: April 24, 2002 /.. . f Planning Administrator ' - Board of Zoning Appeals I , ~ftrt:lsJ~l?refj I - Department of Community Services (' APR ,,", 'liS:!) City of Carmel 24 2002 One Civic Square ~~~\ DOCS Carmel, In 46032 Project: New Middle School \" ' .. ,', \~ e. f .)fd. Carmel Clay Schools '<;~<, - From: William E. PaYl)e, AlA' i/'J Carmel, Indiana Owner-ln-Charge/Principal ' Project No. 201102.00 NO. OF COPIES DESCRIPTION OF ITEMS 2 North Entry - Building Signage Drawing - 04/19/02 2 West Entry- Building Signage Drawing - 04/19/02 , 2 Electrical Site Plan - 04/08/02 Sent via: 0 Mail D Fax D Overnight D UPS lZJ Hand Deliver D Pickup COMMENTS: WEP/sal c: Rollin E. Farrand, Jr., RA, Director of Facilities and Transportation, Carmel Clay Schools of 9025 NOIih River Road, Suite 200" Indianapulis, Indiana 46240 (317) 848-0966 ~ Fax (317) 848-0843'" http://www.fhai.com APR 16 '02 11:20PM P.U1 u '1 \. ~ r.. ......, -:) .'Km(ol1 C. rlf,i/lrd, Sm'tieyo/' 'Nitl//J' (Jl 7) 7?"-'~4% 'To.>: (?I7~ 7:/j-,<JG!8 Fanning - Howey Associates, [ne. Re: Carmel Clay Schools- New Middle School 126Lh & Shelbourne Road J have reviewed the plans for this project and have the follo~ing comment9, 1. This project is located within the watershed of the JW Brendle Regulated Drain, Therefore an Outlet Permit is required, 2. Any crossing of the open ditch with require a Crossing Permit. 3. Show the 100 year elevation for the detention area on the plans. 4. The approved allowable discharge rate for the Brendle watershed is 0.24 cfs per acre. The number used in the cales was the preliminary number. Please revised the drainage report accordingly. 5. The use of a safety ledge within the detention area will be required. Please show the a.ppr.opriate Hamilton County DetaiL Approved standard details can now be downloaded from our website at www.co.hal11ilton.in.us . 6. Show detail 0-4 for bank armament at the outlet pipe into the open channel. 7. Are you proposing SSD in the soccel' tields? If so, please show where these will outlet. 8. Further investigation is needed to determine if other work is required to be done to the: Brendle Drain on this site. 9, Label the limits of the statutory easement along the Brendle drain sheet G2.1. If YOll have any questions or comments, please feel free to contact this office at (317)776- 8495. s~'nc , ~) .P ~ ~G-;~._"._ ~ .~/ Steven T. Cash Plan Reviewer Co; Carmel Eng, Carmel DOCS Co. Hwy. SCS Ter Horst, Lamson & Fisk ..{ ) ( ) EROSION AND SEDIMENT CONTR PLAN TECHNICAL REVIEW AND COMMENT Hamilton Connty Soil and Water Conservation District 1108 South 9th Street, Noblesville IN 46060 Ph- 317-773-1432 or Email at joltn-south@iaswcd.org PROJECT NAME: Carmel/Clay Middle School SUBMITTED BY: Mr. William Payne Carmel Clay Schoo1-e~ou~ Fanning/Howey Associates Inc Camle] Indiana ~ ..l ~e;:":\. 9025 North River Road, Suite 200 T fndianapolis, IN 46240 RECEIVED ~ 317-848-0966 APR 17 2002 John B. South P.E. nocs Celiitied Professional in Erosion and Sediment Control ~ &J;' -\ ~/ Plan Review Date: 4/~ REVIEWED BY: PLAN REVIEW PROCEDURE: Site Visit Date: LOCATION: Southeast corner of I 26th and Shelbornc Rd. LEGAL DESCRIPTION: Sec. 32 TOV/NSHrP: 18N RANGE: 3E CIVIL TOWNSHIP: Clay SOIL SURVEY MAP SHEET: # 49 The technical review and comments are intended to evaluate the completeness of the erosion and sedirnent control plan/or the project. The erosion and sediment control plan sul)Jnitted was not reviewedfor the adequacy of the engineering design. All practices included in the plan, as well as those recommended in the comments should be evaluated as to theirfeasibility by a qualij/ed individual with structural practices designed by a qualified engineer. The plan has not been reviewedfor local, state, orfederal permits that may be required to proceed 1vilh this project. Additional information, including design calculations may be requested tofurther evaluate the erosion and sedimel1l control plan. The erosion and sediment control plan has been reviewed and it has heen determined that the plan: Satisfies the minimum requirements and intent of 3271AC 15-5 (Rule 5). Notification will he fm-warded to the Indiana Department of Environmental Management. I~cfcr to the comments section for additional information. X Does not satisfy the minimum requirements ami intent of 3271AC 15-5 (Rule 5); deficiencies are noted in the checklist and in the comments section. Deficiencies constitute potential violations of the rule and must be adequately addressed for compli:mce. The information necessary to satisfy the deficiencies must he suhmitted: Proper hl/plementation of the erosion and sediment controlplan and inspections of the construction site by the developer or a representative are necessary to minimize off-site sedimel1lalion. The developer should be aware that unforeseen construction activities and ,veather conditions may efject the performance (Jfa practice or the erosion and sediment control plan. The plan must be a flexible document, with provisions 10 modifY or substitute practices as necessary. Revised 4/97 : PROJECT: Page 2 of 4 Yes No x IA x 1B x IC x 10 x IE Yes No x 2A x 28 x 2C x 20 x x x x x Yes No x x Yes No x 4A x 4B x 4C x 4D x 4.E x x x x n/a x Carmel/Clay ~dle School u ARE THE FOLLOWING ITEMS ADEQUATELY ADDRESSED ON THE PLANS? (All Plans },;Just Include Appropriate Legends, Scales, ((I1{/ North Arrow) (Items that are Not Applicable to tlli.~ Project are desiglUlted by /VA) PROJECT INFORMATION Project Location Map (Show project in relatIOn to other areas of the cOlinty) Narrative Describing the Nature and Purpose of the Project Location of Planned and/or Existing Roads, Utilities, Structures, Highways, etc. Lot and/or Building Locations Landuse of Adjacent Areas (Show the Entire Upstream Watershed and A;{jacent Areas Within 5()() Fc,et of the Property Lines) TOPOGRAPHIC DRAINAGE, AND GENERAL SITE FEATURES Existing Vegetation (ldentW' and Delineate) Location and Name of All Wetlands, Lal{es and Water Courses On and Adjacent to the Site 100 Ycar Floodplains, Floodway Fringcs, and Floodways (Note if None) Soils Information (IJhydric soils are present, it is the responsihility oJthe ownerldl!veloper to investigate the existence of wetlands and to obtall1 permitsfi'om the appropriate government agencies) 2E Existing and Planned Contours at an Interval Appropriate to Indicate Drainage Patterns 2F Locations of Specific Points Whcre Stormmlter Discharge Will Leave thc Sitc 2G Identify All Receiving Waters ( ((Discharge ts 10 a Separate Municipal Storm Sewer, Identify the Name oflhl! Municl/JOI Operator and Ihe lJllimate Receiving Water) 2H Potential Areas Where Storm water May Enter Groundwater (Note if None) 21 Location of Stormwater System (Include Culverts, Slurm Sewers, Channels, and Swales) LAND DISTURBING ACTIVITIES 3A Location and Approximate Dimensions of All Disturbcd A reas [i.e., Constmetion Limits] (Areas When, Vegetative Cuver Will Be Presl!rved Should bl! Clearly Designated) 3B Soil Stockpiles and or Borrow Areas (Show Locations orNate i(None) 41" 4G 4H 41 4J 4K EROSION AND SEDIMENT CONTROL MEASURES Sequence of When Each Measure Will Be Implemented (Relalive 10 Earth Disturbing Activities) Monitoring and Maintenance Guidelines for Each Measure Perimeter Sediment Control Me3s11 res (Location, Construction Detail, Dimensions, and Specifications) Temporary Seeding (Specificatiuns, Including Seed Mi.x, Fertilizer, Lime, and ivluich Rates) Tempor3ry Erosion and Sediment Control Measures (Location, Construction Detail. Dimensions, and Specifications) Permanent Erosion and Sediment Cuntrol Measures (Location, Construction Detail, Dimensions, and Specifications) Storm Dr3in Inlet Protection (Location. Construction Detoil, Dimensions, Clnd Specifications) Stormwater Outlet Protection (Location, Construction Detail, Dimensions, and Specifications) Stable Construction Entrance (Location, Construction Detail, Dimensiuns, and Specifications) Erosion and Sediment Control on Individual Buildillg Lots (Specifications) PCI-manent Seeding (SpecijiclIiirJn.l'; Including Seed Mix, Fertilizer, Lime, Gnd Mulch Rate.l) Revised 4 /97 ER~ON AND SEDIMENT CONTRbi PLAN TECHNICAL REVIEW COMMENTS PROJECT: Carmel/Clay Middle School Page 3 of 4 Note: All erosion and ,~edimeJlt control measures shown on tI,e p{an.~ and referenced in this review must meet the design criteria, standards, ami specifications outlined in the "indiana Hamlbook for Erosion Control in Developing Areas "from ti,e bulimUl DepaJ'tmellt of Natural Resources, Division of Soil COlIServatioJl or similar Guidlrllce DocumeJlts. lE. Please identify land use areas adjacent to the project. Information should include designation ofvlhether property adjacent to the project is agricultural, residential and/or conunercial. In addition, significant land uses should be identified; these include but are not limited to wetlands, ponds, and watercourses. 2A. Delineation of existing vegetation is not complete. Delineation of the different types of existing vegetation is not shown. Identification/delineation of existing vegetation on erosion control plans is a requirement of Rule 5. 2B. & 2C. Provide information on the plan. 2D. Please include soils information with a soil map. 2B. Please include information. 3 A. Construction limits need to be ShOVv11 to clearly delineate limits of soil disturbance, a requirement of Rule 5. Tree conservation areas should be clearly identified on the plans with construction details for tree protection practices. 3B. Soil stockpiLe area is not addressed in the plan as required by Rule 5. It appears from the information provided that the contractor will probably stockpile topsoil somewhere until it can be spread as required in the plan on aU lawn areas. A suggestion for stockpile information is determined where stockpiling would be not be desired from an erosion and sediment control aspect and describe or define undesirable locations. 4A. The lack of a site specific installation schedule of each measure in relation to earth disturbing and construction activities is a concern of our office and is a requirement of Rule 5. Erosion control practices will be the most effective if they are instaUed in an appropriate sequence. For assistance in developing a schedule please contact our office or consult Section 2.3 of the "Indiana Handbook for Erosion Control in Developing Areas" published by the Division of Soil Conservation, Indiana Department of Natural Resources. 4B. Each erosion and sediment control practice has difIerent maintenance requirements. Consult the Handbook for the individual requirements. An overall maintenance program should be part of the plan and is a requirement of Rule 5. A maintenance program should include regular inspections and ; " . U inspection after each storm event. the project. Maintenance responsibilities neeW be outlined for the entire life of 4C. Perimeter controls shown are inadequate to prevent offsite sedimentation since silt fence can only adequately control runoff from 111 acre per 100 feet of fence on level ground, according to the Handbook see practice 3.74. Additional perimeter sediment controls are needed. Consider adding temporary diversions with sediment basins/traps designed according to the drainage area. Sediment trapslbasins win need to have size and construction dimensions. 4D. Seeding of disturbed areas in a timely manner will greatly reduce sedimentation as well as improve the visual appearance ofthe project. Temporary seeding should be considered for areas left unfinished until the building or other construction is completed. 4E. Silt fence is not adequate for watersheds that exceed more than 1;4 acre per 100 lineal feet or have concentrated flow. Additional temporary practices, such as sediment traps or basins will be needed on this sloping site. These practices need to have sufficient information for the contractor to build them- elevations and dimensions. 41. A construction entrance is needed. Note- Existing wells need to be abandoned per state and county code. An existing 10" concrete drain tile crosses 126\11 Street approximately 450' east of Shelborne Road. This tile needs to be located and connected to the proposed storm sewer system. Cc: Carmel DOCS Ha. Co. Surveyor I-Ia. Co. Highway File .' ~ :~8/' ~/ ' AO ..Ll2:__ ~ ~ _ I:: ~ ~..... g I>d. VNVIt'n'ill "'3rf4YYO l\\ g , 6.' I a . >:ft. 2: . .) S100HOS A. 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'-- ~--, 1 V ~~U;;a~k~ 1 : ~l ':~~ I! -.;;; \ I -......... 1A, _____ /./.."/ ~;::; II!:J 1ffi"19 \ jiQI" ~ 0), l ~ ~, '. ....'.. .. I I ." -.. . =' /Q,.! /'%:20 - vfq 11. . Ie 1//7 ~H"-/~\ ~~ \_~1~'-) .c~,\1 t%j 7 ::~, /--~~~ ... ~z.... I (" .~ ~~--1) ~ ' -..- .' .~ .. D l. ,_~ , g./ /V'. :%--- 9l .--: Ie ' :./~;;V '\'~ ~. \/, , \W,('1'c..r ~ ' 1 ,~~.,.., ::"o_.;:;:~~~.~~~~~-.. l- '<'~""L ~ Y'...v;:,.. ~ ---L~ -:d=- .i-. J. 8.. ^ ~ ..=\,~ ---:.~~~~~ ~..--=-:'I / " r-:-.,'"\ \... ..~ i --:r r,,= L\ - . ----::::?-o1tv. I~ .. .. __~~____ '"' __Ll!-_.;>_____"-.:=.~___:::::._'...J. !~ - "/~ '''~, '-=-. - -'<., .- ~ - . ' --- .'.....--1 L "" ". L ..~~__-"'''''...... ____E..~ ! J;:::n...-~~_. ~-=---' ,- :'>.....~ ....-....-.............JJ....r.c~_-;~n- ,~~..:. -' / ,. ,. r I u .. G '" u u consultant relative to plans for this development and several others in a revised submission to IDEM. Key West Subdivision The District has no comments on the plat but will need to review and approve construction plans when they are completed. The petitioner should contact the District's engineering consultant relative to plans for this development and several others in a revised submission to IDEM. New 126th Street Middle School Plans have been received by the District and reviewed by the District's engineering consultant and will be ready for submittal to IDEM for state construction permits once the District's construction specifications are added to the plans. The School Corporation also needs to consider dedicating the sewers to the District for maintenance once they are completed. The District is also negotiating with the School Corporation for easement rights for a future force main through the property; if they remain private, no other users besides the School Corporation will be allowed to connect. Building permits should NOT be issued unless the District has issued connection permits. Saddle Creek Sections 10 & 11 A comment letter was sent by the District's engineering consultant to Cripe in July 2001 but the District has not received any revised plans for review since that time. Please have the petitioner provide plaIls for review. Building permits should NOT be issued unless the District has issued connection permits. Cox Hall Park Maintenance Facility The plans received by the District do not indicate how the facility proposes to receive sanitary sewer service. District specifications need to be added to the plans. Building permits should NOT be issued unless the District has issued connection permits. Little Farms Lot 46 (Primary Plat Amendment) The petitioner will need to contact the District to discuss the proposed sanitary sewer connection; for an existing active line, connection via a manhole core drill is preferred. Other requirements may also apply at the time the District issues its connection permit. Building permits should NOT be issued unles.s the District has issued connection permits. Little Farms Lot 26 (Primary Plat Amendment) The District has not received any plans for this proposal. Building permits should NOT be issued unless the District has issued connection permits. Village of West Clay Commercial Building 2 District specifications should be added to the plans. The plans are not clear as to the location of the sewer connection. Building permits should NOT be issued unless the District has issued connection permits. 103rd Street Office Building Addition All work on relocating the existing sanitary lateral will need to be inspected. Additional permit and inspection fees will be due the District. Building permits should NOT be issued unless the District has issued connection permits. Please remind all TAC applicants to provide plans directly to the District at our main office address at: 10701 N. College Avenue, Suite A, Indianapolis, IN 46280-1098. If there are questions about the District's requirements, then please refer to our website for current information on the District's construction specification and permit standards. 2 .... u u Johnson, Sue E From: Sent: To: Subject: Dobosiewicz, Jon C Friday, April 12, 2002 3:40 PM Johnson, Sue E FW; April 17 Carmel/Clay T AC Agenda Sue Ellen, Hope you had a good vacation day (weekend). Please forward the following comments you received from the District to petitioners. Than..l<:s , Jon see you Wednesday -----Original Message----- From: Jay Alley [mailto:Jay@ctrwd.org] Sent: Friday, April 12, 2002 2:08 PM To: rfarrand@ccs.k12.in.us; AKeeling@ci.carmel.in.us; CTingley@ci.carmel.in.us; DHill@ci.carmel.in.us; DPattyn@ci.carmel.in.us; Ghoyt@ci.carmel.in.us; GStahl@ci.carmel.in.us; JDobosiewicz@ci.carmel.in.us; JKendall@ci.carmel.in.us; JPFoster@ci.carmel.in.usi KHahn@ci.carmel.in.us; LLillig@ci.carmel.in.usi MFogarty@ci.carmel.in.us; MHollibaugh@ci.carmel.in.us; MMcBride@ci.carmel.in.us; MSnyder@ci.carmel.in.us; PMorrissey@ci.carmel.in.us; PPace@ci.carmel.in.us; RAuler@ci.carmel.in.us; RHancock@ci.carmel.in.us; SBrewer@ci.carmel.in.usi SJohnson@ci.carmel.in.us; slillard@ci.carmel.in.us; WAkers@ci.carmel.in.us; sprater@cmsenergy.comi sjb@co.hamilton.in.us; stc@co.hamilton.in.us; john-south@iaswcd.org; heck@iquest.net; jeffry.farmer@timewarnercable.comi tskolak@usps.gov; cshupperd@vectren.com Cc: Candy Feltner; tstevens@mann-properties.comi preis@reislaw.comi rlauritsen@SLMACO.com Subject: Re: April 17 Carmel/Clay TAC Agenda Hello everyone: Following are CTRWD comments on the agenda items effecting our sanitary sewers or service area for the April 17 TAC meeting. please feel free to copy and distribute this email or attach it to your meeting minutes. We have also created a new page on our website linked to the "Construction" page where we have posted all CTRWD TAC comments from 2001 and 20D2 meetings held ~o date. We will continue to add to this page every month so please let. everyone know they can view our comments online now too. West Carmel Center Block B The plans received by the District only showed a sewer connection for one building; each building needs to have its own individual connection to the District's sewer so the plans will need to be revised to show how the whole site will be served. West Carmel Center Block D The District has no comments on the re-plat unless it effects the sanitary sewers in development. Sedgwick Subdivision The District has no comments on the plat but will need to review and approve construction plans when they are completed. The petitioner should contact the District's engineering 1 p u u One Civic Square Carmel, IN 4E032 (317) 571-2417 Fax: (317) 571-2426 To: .jt.~~ ~~';'<4 c..L. <8~~Doo8{~ Pages: ~ '--~(JQ From: c:.::=~_ LX-- ~ ~ 1-/S-QOL FIDe Phone: Date: Re: J~~ ~\$ CoW\ltt~~ o Urgent D For Review D P.[ease Comment cc= o Please Reply o Please Recyde ~~" l ;;ALo~ ~~~~ f'v\. Q.C)t- ~ S~~Z- u u D\]~~F . IH ~ 1I'f1111lllg owey U Associates, me. Architects Engineers Consultants T R A N s M T T A L .' From: Laurence M. Lillig, Jr. Planning Administrator Board of Zoning Appeals Department of Community Services City of Carmel One Civic Square Carmel, In 46032 William E. Payne, AlA L owner-tn-Charge/Prin(1" ' Date: April 12, 2002 ~ \<;ev,;~~~~TI! ~?R 0'11 ?RW. DOCS To: Project: New Middle School Carmel Clay Schools Carmel, Indiana Project NO.,201102.00 NO. OF COPIES DESCRIPTION OF ITEMS 2 Special Use Applications 2 Developmental Standards Variance Application Sent via: D Mail D Fax D Overnight D UPS IZJ Hand Deliver o Pickup COMMENTS: Drawings required for this submission were previously forwarded under separate cover. WEP/sal c: Rollin E. Farrand, Jr., RA, Director of Facilities and Transportation, Carmel Clay Schools 9025 North River Road, Suite 200 ~ Indianapolis, Indiana 46240 (317) 848-0966 'I Fax (317) 848-0843 'l http://www,thai.com w , v C '&j['n]:H~ R April 5, 2002 William E. Payne, AlA Fanning/Howey Associates, Inc. 9025 North River Road, Suite 200 Indianapolis, IN 46240 RE: Project No. 201102.00 Dear Mr. Payne: I have received and reviewed the infoffilation for the above-mentioned project number. At the present time, I see nothing in the plans that would hamper law enforcement efforts. If we can be of any further assistance to you, please contact us. Respectfully, ~fo~!M Chief of Police MDF:vb /Dept. of Community Services cc: rcement Agency Fax (::in) 571-2512 (317) 571.2500 A Nationally Accredit I 1'='.' .' . / "i' ~..~ @;"'= <I( b:1 r61',l.Ji~" I/pi"'O~Jl~~!')) [J ,;,,,,// Des - \ . \ 't., u u One CIvic Square Carmel, IN 4E032 (317) 571-2417 Fax: (317) 571-2426 To~ -. ).-.Fr- ~~L'~~ Fax: - ~1~a~t~) From: ~~~ Q~ Pages: 4 . Phone: Re~ te-l ~'!!' \A~ 4 ~C;P. ee: o Urgent Date: ..'La -O~ . o For Review 0 Please C<omtrumt 0 Please Reply o please Recycle r---.. ""---- ......"', V~ ~. . ~~, to'.d-.Ot'\'_. ~ ~. ~~4... ~ ~'- U ~q~ar1pingi!-Iowey U"lLJi::J Ass 0 aates , mc. Architects Engineers Consultants u " ~~~~14 .{ < I"-. l~,..~~ '~I . '. ii' >JM'!'>" Ii' .. .",,~ aI ~~!l)) floes T R A N s M T T A L To: Sharon Prater Panhandle Eastern Pipeline Company 9371 Zionsville Road Zionsville, IN 46077 Date: April 2, 2002 Project New Middle School Carmel Clay Schools Carmel, Indiana Project No. 201102.00 From: William E. Payne, AlA Owner-I n-C harge/Principal NO. OF COPIES DESCRIPTION OF ITEMS 1 See Attached Drawing List 1 Lighting Specification Sheets Sent via: D Mail D Fax o Overnight ~UPS o Hand Deliver o Pickup COMMENTS: This Project for Carmel Clay Schools is a new grades 6-8 Middle School of approximately 240,000 square 'i:~\''\\ feet. Site work includes reconstruction of displaced soccer fields, the internal access drive and all ,'~~1' development within the internal access drive, A Special Use Application for a school building in a 5-1 residential district and developmental and standard variances applications for building height and for signage are being made to the Board of Zoning Appeals. WEP/hcn Panh~-dl~ r::.~..' '. . I.. .="' Iy .", -,~~Tem Pmsllns r.n h . . ~ >-1',..1. . as no COmpany Faciiities in:-olve i thi<;\ oroject _ . fi} .. -~~ If-();}, /! oI~: VJ /JJ(fuM A~.JiWt /&il(h1 ~* ~ .<1 a)fld!41 ~ d~,iL(-~~ ,n,~?t-~ r / i 9,025 North River Road, Suite 200 "1 . Indianapolis, Indiana 46240 (317) ~48-0966" Fax (317) 848-0843 '" http://www.fhaLcom ~&~~I u ,u ~V\ D~[JrpanningJHowey LJl=:J Associates} me. Architects Engineers Consultants R A -,:::'':i~ fQ1.~.~ 4,.l>i j ': '{Sl~j;::'l,'ll",'>.,_ If "..'1 ''''. J'I,".,,>,q., ;of '}t" f-~' '-~~~ '. ,c' T A N s M T T L DOCS To: Scott Brewer Department of Community Services One Civic Square Carmel, IN 46032 Date: April 2, 2002 Project: New Middle Scliool Carmel Clay Schools Carmel, Indiana Project No. 201102.00 From: WilHam E. Payne, AlA Owner-I n-Charge/Princi pal NO. OF COPIES DESCRIPTION OF ITEMS 3 See Attached Drawing List 3 Lighting Specification Sheets Sent via: D Mail o Fax o Overnight OUPS [g] Hand Deliver D Pickup COMMENTS: This Project for Carmel Clay Schools is a new grades 6-8 Middle School of approximately 240,000 square feet. Site work includes reconstruction of displaced soccer fields, the internal access drive and all development within the internal access drive. A Special Use Application for a school building in a S-1 residential district and developmental and standard variances applications for building height and for signage are being made to the Board of Zoning Appeals. WEP/hcn 9025 North River Road, Suite 200"'l Indianapolis. Indiana 46240 (317) 848-0966 "l Fax (317) 848-0843 ~ http://www.fhai.com j;', u Hl:lu",eL HYPAK 4000 SERIES CONTROLLED CUT OfF AREA LIGHT DESCRIPTION: The Hypak 4000 is a versatile high performance sharp vertical cutoff lumina Ire capable of meeting a]1 the needs of area lighting The unit can be surface mounted, recessed, pole, post, pendant, and base mounted to allow for maximum versatility. To insure long maintenance-free service, Hydrel uses a single die cast aluminum housing and a vandal resislant polycarbonate, projecting lens. All hardware is stainless steel. Silicone gaskets assure weatller and bug tight seals, 100% Q.C. inspection and pretesting of ballasts are standard. SPECIFICATIONS: HOUSING: The housing shall consist of a aile piece aluminum di8 casting having integrally cast knockouts for 4-0 box entry and for independent mounting on surfaces. The housing slmll measure 163/8" x 15 5/8" x 6 7/8". The housing shall be provided with a cast aluminulll splice bDx fDr recessed or surface mounting with exposed conduit. It shall also be provided with cast aiuminum accessories making the unit suitable for pole, post, pendant, or base mounted applications. PROJECTING LENS/DOOR: Unit may be provided with either: (1) a vandal resistant prismatic lens providing 180' laleral spread, or (2) a flat polycarbonate lens with 1450 lateral spread The door and lens shall consist of clear, UV stabilized polycarbonate. The lens shall be a minimum thickness of 3/16" (5mm) for maximum impact resistance. The door shall seal with silicone gaskets providing water and bug lightness The door shall open with two stainless steel tamper-proof fasteners and shall hinge on stainless steel hardware, The door shall be removable for easy maintenance and installation. LAMPS/SOCKET: Most lamp types (E-23 112, E-28. E-40) are pulse-rated mogul base except low wattage Metal Halide types (E-1? Dr E-27) using pulse rated medium base. VOLTAGE: See ordering guide. BALLASTS: All ballasts shall be high power factor type, capable of providing reliable lamp starting for -20' F. MOUNTING CODeS: RSB-175 watt max The unit shall be suitable for wet locations and be able io be mounted over I"ecessed 4-() box, surface mounted with exposed conduit, recess mQunted in concrete, pole, base, and pendallt mounted, OPTICAL SYSTEM: The system shall consist of a thrlzB element reflector. The main reflector element shall be a 3-piecB highly polished alurnillum extrusion assembly, Top and side reflector elemellts shall be specular Alzak@ finished aluminum. The reflector system shall be adjustable in the vetiical axis and provide Type III and IV sharp cutoff through a range of 700 to 85". The reflector provides uniform lateral distributions through 1800. The refleclor sllal! havEl a inlElrnal aiming scale for easy. accurate adjustment. The reflector mounting system Sllall be of 304 stainless steel. To access the ballast box compartment, the reflector shall pivot when released by two quarter turn fasteners and be counter balanced in the open posilion. FINISH: The housing shall be finished in texture powder coat, Colors shall be black, medium bronze,gray, terra verde green, green, or white, Other colors available - Contact faclory. HYDREL i5 n ,r9giglered IraQeofTll;3.rj( of Lilhonia Lif]fliirll] TYPE - U IP65 MODlE NUMBER: / I' ) \ 15518" (397) 1 - M,;:", :IQ 41P'''i!;,~!~ .? ":(~ ~Oa <t:t?; NOTE: HYDREL RESEm'ESTHE RIGHTTO CHANGE ANY SPECIFICATION WITHOUT NOTICE. Any dimension on lhis sheet is 10 be assumed as a reference dimension: "Used for information purposes only. II does not govern manufaduring or inspection requirements:' (ANSI '114.5-'1973) U.L. LISTED FOR WET LOCATIONS C.S.A. LISTED IP RATING: 65 DIMENSIONS: 16 3/8" (416) 11 3/8" -+------ (289) ~ 4 1/2" 6 7/8" -- (115) 1+-(175)- ,I I (/ (3 HYDRIliL (3 12881 BRADLEY AVENUE, SYLMAR, CALIFORNIA 91342. PHONE: 818/362-9465. FAX: 818/362-6548 HYDREL STANDARD DATA SHEETS\LTG-60-1 4/2000 u u ~ H"::'iJRSL' IP65 +&& Model: I HP4 NHP4 FIXTURE OPTIONS Ordering and Specification Guide HP4 1505 120 BMS BZ FLG T Lamps: (Lamps by others) Incandescent (A-21 , Med. Base - Clear Traffic signal Lamp) ~ Eumpean 1161 A-21. med. base NIA Clear traffic signal lamp HID (Fixture is standard with Mogul Base. Med. Base fixtures available as special order) 50S(HPS) ED-23 112 mogul 70S(HPS) ED-23 112 mogul 100S(HPS) ED-23 112 mogul 150S(HPS) ED-23 112, ED-28 mogul 25 .' S) Ed-28 mogul NIA N/A N/A E-40 mogul EAO mogul ED-23 1/2 mogul E-40 mogul Not fonecessed applications 250H(MV) ED26 mogul E-40 mogul Not for recessed applications Voltage: (Specify both voltage and frequency) ~.illl.!:lZ 120 22050HZ 208 23050HZ Cl!t:)4050HZ Note: Nol all voltage/lamp combinations avaiiable Consult factory for more informalion. MountIng: BM3 Base mount, single BMT Base mount, tandem PMS Pole, single RSB Recessed, splice bo SPM SSB TPM Pendant, single Surface, splice box Pendant, tandem Finish: BL BZ WH GN GR TVG CF Black Bronze White Green Gray Terra Verde Green Custom Finish Options: FLG Flat lens tempered glass (175W Max.) FLP Flat lens polycarbonate (150W Max.) SF Single fuse (120.277) OF Double fuse (208,240, 460) PER Photo conlrol receptable (photo cell by oHlers) (not available in RSB mounting) QRS Quartz emergency restrike (T -4, mini-can, 150W) (Lamp by others) TCP Temporary cover plate (Recessed Models only) HYDREL ls .s regislered trademl;Jrk of Lithonia Lighting Far Replacement Parts Consult Factory Alzak'M is a trademark of AlGoa PHOTOMETRieS: The optical system shall provide sharp cutoff over a range of 70' to 850 above nadir. Peak candle power shall be less than 10' below the cutoff angle with a gradual lowering of intensity to give uniform illumination without hol spots or streaks The syslem shall also provide lalBral distribution to 180', 12881 BRADLEY AVENUE. SYLMAR, CALIFORNIA 91342 . PHONE: 818/362-9465 . FAX: 818/362-6548 HYDREL STANDARD DATA SHEETS\LTG-60-1 4/2000 'j FEATURES I U HOUSING ~ Rugged, heavy-gauge, spun aluminum housing in centriform shape. Standard finish is dark bronze (DOS), polyester powd er, with othe r arc hite ctur a I colors ava il- able. DOOR FRAME ~ Aluminum door frame with 1/8' impact- resistant, tempered, glass lens. Stainless steel exter- /lal hardware. One-piece EPT closed-cell housing gasket MOUNTI~JG - Contoured, extruded 9" aluminum arm with integral splice compartment for pole or wall mounting. Optional mountings available. OPTICS ~ Anodized, hydroforrned aluminum refl actors. Two IES clItoff distributions available: Type II IRoadway), Type III (Asymmetric). Reflectors hinge out for easy removal during installation and maintenance. ELECTRICAL SYSTEM - High-reactance, high power factor ballast HOoF starting) is used With lOOW. Con- stant wattage autotransformer (-20'F starting) is used with 150-250W. Both ballast are copper wound and 100% factory tested. Removable power door and posi- tive locking d'lsconnect plugs. SOCKET - Horizontally-oriented, mogul-base porcelain socket with copper alloy, nicke!-plateD screw shell and center contact. UL listed '1500W - 600V, 4KV pulse rated. LISTING - UL listed for wet locations. Listed and labeled to comply with Cana dian Standa rds (see Options). COiIHlog NUlnber u IYiie , 1:S Arm.Mounted Centriform Cutoff Lighting I<A 1 Specifications EPA: 1.2 f1.Ll.l1 rn2i \includes arm) Oia meter: 19-112 149.5/ Deptll: 9-1/2 (24.1) Arm length: 9 (22.9) Weight: 36 Ibs (15 kg) METAL HALIDE 100W, 15DW, 175W, 200W, 250W 15' to 25' Mounting 1--1 IlI1 Arm 11 Diameter -~ All dillll;ln::;iofiS tH2 inc'hes I cenlimeters) urdeS"s otherwise specrtied. TWO@1BOO T20-2BO T25-2BO T35-2BO Two@90" T20-290 T25-290 13 5 -290 MouminG OQ1iml Q.dllillw!!:Uli.al.e." SPD'K. RPDxx. DAD12P 5 W8D",. DADi 2WB 6 W'NOn 7 ORDERING INFORMATION Choose the boldface catalog nOrnenolature that best suits your needs and write it on the appropriate line. Order accessories as separatE catalog number. KARl 250M ~ KARl 100M KARl 150MI KARl 175M Example: KARl 250M R2120 SP009 SF DOB I Mounting6 J I VOI~age I 120 20a1 ~ 4BO' TB2 WBD09 ~~"~; I Optional MOllnting DAD12P Degree arm pole OAD12W8 Degree arm wall KMA Mast arm adapter KTMB Twin mounting bar NOTES: .j Consult factory for availaoility in Canada. 2 Optional multi-lap ballast 1120. 208. 240, 277VI. 1120. 277. 347V in Canada). 3 May be ordered as accessory. 4 Order as separate line item. Important: with this accessory. an RP009 or optional DAD12P mounting arm must be ordered on lhe fixlure. 5 Other architectural calors available; see .Architectural Colors brochure. 6 For arm mountin'tJ, refer to technical data SS,:;::tIOr. in thE:: Outdoor hinder lor dlilling t.mplate. 7 May be ordered with SC1NA or LLRfSL. 8 Must be ordered with SCWA or LLRPSI ~ Options Shiplled Installed In Fixture SF Single fuse 1120. 277. 347Vi n!a TB OF Double fuse (20B, 240, 480IJl nfa T8 PER NEMA ,wist-Iock receptacle only DWli (no pl1otocomrol) DBl fiRS Duartz restrike system (25DW max, 1201J lamp not included I HS House side shield IR3 only) GR Corrosion resistant finish CSA ListS11 and labeled to comply wit. Canadian Standards. EC Emergency cir~uit SCWA Super CWA pulse Start Ballast liB only) llRPSl Low Loss Reactor Pulse Start Ballast (277V only) Shipped Separately] PEl N EMA twist-lock PE (120, 208, 240V) PE3 NEMA twist-lock PE (3471J1 PE4 NEMA twist-lock PE (480VI PEl NEMA twist-lock PE I277VI VG Vandal guard SC Shorting cap for PER option Accessories: Tenon Mounting Slipfitter^ Number of fixtures Tenon 0.0, One 2-3/8" (6l T20-19O 27/8" (7.31 T25-l90 4" 110.21 T35-l90 j\ LvITHDN.lA LIGHT/JVG -- ARCHITECTURAL OUTDOOR LIGHTING Architectural Colors (paintE:d finish)5 Standard Colors DDS Dark iJrollze Istan- d imil While Black Classic Colors Medium bronze N atu ral aluminum Sandstone Charcoal gray Tennis green Bright red Steel blue OMS DNA DSS DGC DTG DBR OSS Three@120. Three@90. T20-320 T20.390 T25-320 T25.390 T35-320 T3S.390 Fou r@90. T20-490 T25-490 T35-490 275-KAR1 :KAfH Arm-Mounted Centrif6..h Cutoff Lighting Coefficient of Utilization Initial Footcandles ,'J COEFFICIENT OF UTILllI\TION .1 ,2 .3 ,I KAR1 250M R2 Test No 1186062404 KAR1 250M R3 COEFFICIENT OF UTILllI\T1ON .1 ,2 ,3 .4 ,~ 1 2 3 4 25CW Metal Hnlide lamp, 20500 rated lumens, Footcandle values based on 20' mounting height, Distribution R2, cutati. f- ,62 i3 ~ ~ z f= z ::J o :E ll. o (fJ f- Z ::J ~ UJ U Z ,. ~ (fJ o Test No. HT 16686 .0 I ,5 25 o 2 5 250W Metal Halide lamp, 20500 rated lUmens. Footcandle values based on 20' mounting height, Distribution R3, r.utoff, f- X '2 ~ LiJ I I ~ j:: z o is :2 I ~ U) I- Z :::J 'f 3 W (.) Z ;:: 4 <,2 o u NOToS: 1, Photometric data for other distributions can be accessed, from the Lithonia Lighting' w~~site. (wvJW,Lithonia,coml 2 For electrical characterisrics, censu It technical data tab. 3. Tested to current IES and NEMA standards under stabiliLed labora1ory conditions. Various operating factors can cause differences bet'Neeo laboratory and <lctual field measurements, Dimensions and specifications are based on the most current available data and are subject to change. Mounting Height Correction Factor (Multiply the fc level bV the correction factor! 1 Q ft.= 4.00 15 h.~ 1.78 25 ft.= 0.64 30 ft.= 0.44 Existing Mounting Haight% " Correction Factor New Mounting Heigh1' 275.KAR1 @1899 Lithonia lighting. Rev. 8/53 27SKARl P65 .....,..,. k'THON/A ~/GHT/JVG ARCHITECTURAL OUTDOOR LIGHTING r::.:':'. :JOX A" CONYERS, GEOR31A 30012. TELEPHONE 7'70,922-9000, FAX 778-483-2535 fN S"N'\DA: i 100 50TH AVE,. LACHINO:, QUEBEC HEr 2'13, t, UfoIlT OF N.S,I. HOLDIN~i3. INC ( \ ~ FEATURES SHAFT - Minimum weldable-grade (ASTM A-595 Grade AI, hoHolled, commercial-quality carbon steel tubing with a minimum yield of 55,000 psi. Uniform wall thickness of l1-gauge (0.1196") or 7-gauge (0.1793"). Shafts are one-piece construction with a full-lel1gth longi- tudinal high-frequency resistance weld. Round in cross-section having a uniform taper of approximately ,14" per foot. AN CHOR BASE - Fa bricated from hoHolled carbon steel plate that conforms to ASTM A36. HANDHOLE-A rectangular, reinforced handhole rim having nominal dimensions 013 x 5" for shafts less than 625" base diameter and 4 x 6.5" far all other shafts. Steel cover with attachment screws in- cluded. Handhalels located 18" above the base. GROUNDING - A nut holder located immediately inside the handhole rim is provided with a 1/2" -13 UNC ground bolt and nut ANCHOR BOLTS - Fabricated from commercial-quality, hoHolled carbon steel with minimum yield strength of 55,000 pSI. Bolts have an "[." bend on one end, HARDWARE - Fasteners are high-strength galvanized zinc-plated or stainless steel. TOP CAP - Weatherproof, removable top cap provided with all drill- mount poles. FINISHES - Dark bronz8 (OD8) polyester powder is standard. Other architectural colors available. =~","",,~~ ~ Catalog t'Jumber Type , U 15' Anchor Base Poles R S ROUN 0 TAPERED STEEL 20' to 50' Mounting A /'f /): 'X5~'.''''~~' ......2/. .., ,>, / "'-. ...- \ (../.:<~( ) W\ ,., \6.... ',/ -'.., -'- ., ,," " - -', . . I~~'---~-~--'I B ORDERING' INFORMATION RTS 306-68 DM19 DDS Choose the boldface catalog nomenclature that best suits your needs and wrile it in the appropriate blank, RTS I Sha~ type I RTS Nominal shaft base size/ wall thickness 20 - 50 feel ISee back page.) (See back page.! Shaft 8011. \ Bolt Base Anchor WareilGUSe T ernplale Base Circle ProjectiDn Squa'e Bolt AnCflor Boll Nurnt,er Size A B C Qesmplion D85criplion 5.9" B 9" 3.1/2"-4-114" 10" ABRTS-5-9B A836 0 PJ50075 6S B Q -" . 3-1/2"-4-114' 1 0: 1/2" ABRTS. 0-5 B A836 0 PJ50074 ..J 7.0" B 10" 3-112"-4-114" 10-7/S" ABRTS-] -DB AB36-0 P J50077 7.0" F la' 3-3/4'-4-1/2" 10-7/S" ABRTS-7 -OF A836-0 PJ50076 6.6" B 9.5' 3-112"-4-114" 10-112" ABRTS66 B A836 0 PJ50078 80' B 11" 3-1/2"-4-1/4" 11112' AERTS-8-0B A836-0 P J50079 8.0" F 11 " 4-1/2"~5-1/4' 11-1/2' ABRTS- S-OF N/A PJ50080 ].3" B 105" 3-1/2'-4-1/4' 11-1/4' ABRTS-7 -3B AB36-0 PJ5D081 8 -" a 11.5" 3-314'-4-1/2" 12" ABRTS-B-S8 A836-0 P J50082 .J I." 95' B 13" 3-3/4-4-112" 13" ABRTS9SB AB35-0 PJ50083 7.8" 6 11" 3-3/4"-4-1/2" 11-1/2' ABRTS 7 -BS AB36 0 P J50084 90" B 12S 3-3/4"-4-112" 12.3/8" ABRTS9-0B AB36-0 PJ50085 9.0"F 1 0 -" 4-1/2"-5-1/4" 12-318' f\.BRTS.9-0F N/A P JSOO86 L,J 10.0" B 115" 3-3/4'-4-1/2" 14' f\,BRTS TO-06 AS 360 PJ50087 "10.0" F 13S 4-1/2"-5-1/4" 14' ABRl S- 1 D-OF NlA P J500B8 IMPORTANT: .00 not erect poles without having fixtures installed. . Factory-supplied templates must he L1sed when selljng anchor bolts. Lithonia will not accept claim for incorrect anchor~ge placement due to failure (OUSS facmry template. . If palBs ilrE stored ourslde, all protective w;ap~ing mllst ~E removad immediately to prevent finish damage. Example: ~ I I Options Mountingl T202 T252 T302 T3!i2 Tenon Mounting 2-3/8" 0.0. \2~ NPS) 2-7/8" DO (2-1/2" N PSI 3-1/2" 0.0.13' NPS) 4" 0.0.13-1/2' NPSI Drill Mounting 1 ai 900 2 ai 1800 2 at 1800 wliil one side p lu gged 2 ai 90~ 3 at 1200 3 a i 900 4 ai 900 An:hiteclural Colors [powder finishl~ Standard Colors oDa Dark bronze DWH While DBl Black Classic Colors OMB M!ldiur~ bronze DNA Nawral aluminum DSS Sandstone DGe Charcoal gray OTG Tennis g~Een OBR Bright red DSB Steel Dlue DM19x3 DM2Bx3 DM28 PL3 DM29i'.3 DM32xV DM39i'.1 DM49i'-' GALV Galvaniz8d finish NQTES; 1 When ordering tenon mounting and drill moullting for the same pole. follow this example: DM28!T20. 2 N/A '''''Ih 25 5-9B 30 6-6B) Pole top is too small, 35 7.3B 39 7-88 3 Tile drilling template to be used for a particular lumin~ire depends on the luminarra that rs used. Drillillg Template Drilling for B..e.pL~ce 11)(1' with B.rl~nce Number LlJmll'lairA! Series , 1 DRCG', ORDG1 2 2 KRESi 3 3 KRE1, KRES2, KSES1. ORCG2, ORDG2 4 4 KRE2. KSES2, ORC1, ORC2, ORD1. ORD2 Blenk All ether Lithonia Area Luminaires F"fer 10 Technica/ Oar. Section of Outdoor Binder for Driliing Temp/Btes. 4 Additional architectural colors avoilable; see JI.rchitectural Colors brochLlre. 5 Bolt circles hava +/- 1/2 inch tolerance. --- .LJ'THDJV/A L/GHT/J\fG ARCHITECTURAL OUTDOOR LIGHTING 130-POLE HTS (, Round Tapered Steel P~es u TECHNICAL INFORMATION I I EPA Ift21 with L3 gust Nominal Wall Approximate Cata log mounting Pole Shaft Thickness 39 Max, 90 Max, 100 Max, Bolt Circle Bolt Size ship weight Number , height (feet) Size(in x in x ft (inches) Gauge mph weight rnph weight mph weight (inches) On, x in. x in.l (pounds) RTS 20 5-9B 20 5,9 x 3.1 x 20 0,125 11 19.3 482 15,1 377 112,2 305 9,0 1 x 36 x 4 140 RTS 20 6-5B 20 6.5 x 3,7 x 20 0125 11 24.2 60S 193 482 15,6 390 9,5 1 x 36 x 4 160 , I ~ RTS 25 5-9B 25 5.9 x 2,4 x 25 0.125 11 12,5 312 9.9 247 8 200 9.0 1 x 36 x 4 155 RTS 25 7-0B 25 7,0 x 3.5 x 25 0,125 11 203 507 16,2 405 ~ 327 I 100 1 x 36 x 4 200 RTS 25 7.0F I 25 7,0 x 3.5 x 25 0,188 7 23,5 713 22.5 563 18.2 455 I 10,0 1 x 36 x 4 280 RTS 30 6.6B 30 6.6 x 24 x 30 0,125 11 11.7 292 !U 232 7.5 187 I 9,5 1 x 36 x 4 I 200 RTS 30 g.OB I 30 8.0 x 3,8 x 30 0,125 I 11 13,9 473 14.9 373 12 300 11,0 I 1 x 36 x 4 265 RTS 30 8-0F 30 8.0 x 3.8 x 30 0,188 T 27.5 550 21.6 542 17.5 439 11.0 1-1/4 x 42 x 6 380 RTS 35 7.38 35 7.3 x 2.4 x 35 0.125 11 112 280 B,9 222 7.1 177 10,5 1 x 36 x 4 250 I ~!!-5B I 35 8.5 x 3.6 x 35 0.125 11 18.9 472 15,1 377 12.2 305 115 1 x 36 x 4 315 RTS 35 9.5B 35 9.5 x 46 ;( 35 0125 11 23,21 580 182 455 14.5 363 13.0 1 x 36 x 4 370 RTS 39 7-8B 39 7,8 x 2.4 x 39 0.125 11 10.11 267 8.5 212 6.6 165 I 11.0 1 x 36 x 4 285 RTS 39 9-0B I 39 9.0 x 3.6 x 39 0.125 11 17.2 430 13,5 338 10.8 270 12.5 1 x 36 x 4 355 RTS 39 9-0F 39 9,0 x 3,6 x 39 0.\88 7 26,\ 654 20.6 517 16.7 419 12.5 1-1/4 x 42x 6 515 RTS 45 10-os1 45 10.0 x 3.7 x 45 0.125 11 17.4 435 113.5 338 110.6 265 13.5 1 x 36 x 4 450 RTS 4510-0F I 45 10,0 x 3.7 x 45 0.188 7 25.5 639 20.2 505 16.3 409 I 115 1-1/4 x 42 x 6 650 RTS SOlO-OBI 50 10.0 x 3.0 x 50 0,125 11 132 330 10,6 265 8.3 I 208 13.5 1 x35x4 475 RTS 50 10-0F I 50 10,0 x 3.0 x 50 0.188 7 I 20.5 512 165 412 13.6 340 I 13.5 H!4x42x6 680 BASE DEI All HANDHOLE ORIENT A TlON1 ") .~' e I o @'J I B ->!,Yj/ POLE OPTIONS A Handhole Suffix FOL I FGL I HI-las' VD UlIB HH" HHC FBe Description Festoon Outlat -less electrical Festoon GFI Outlet -less elemical Horizontal Arm Bracket - 1 fixture Vibration 0 amper Less Anchor Boits Extra Handhols Handhole Cover FullcBase Cover IMPOATAr.lT: . nese specifications Me letended for generai ~urpas6s only, Lithonia reservest,a Jightlo change mat-eriJ31 Dr design, without rJdo;' norice, in a cominuing effort to upgr~de its prodw';ts. . installation reouires grout be pa eked under base to 60surs fuB oanlaCl.wilh fouodation, NOTES: , Specify loeolian a~d orientation when ordering (specify orientotion from hand hole end height in feet abeye basei. 2 Combination of tenon-top o~d drill mount requires e~tra handhole. nO-POLE @1994 Lithonia i_ightiI19. Rev. 3199 13QPOL:::.P65 ~i~;~ jJ~:/Tjf,fDrifi:,~l Lu/GHT/N"G ~ ARCHITE~:T'ijRt.;L (JUTDOOR tJGHTING FD, 30X ,~, CONYEF,S, G,,':i","." C,OG I <. ,",...,"HONE 77o-922.~O{)O, FAX 770-4R3-263_~ iN C.:'.I~AOA: 1100 50TH AI,/E_, l..A,:~hIK-=, O!JES;;;C H9T :2V3, A lJN'1 OF 1~.s.1. HOLDINGS, INC. u FEATURES HOUSING - Rugged, heavy-gauge, spun aluminum hous- ing in centriform shape, KAR2 flange is integrally spun into housina. Standard finish is dark bronze (DDS), polyester powder, with other architectural colors avail- able. DOOR FRAME - Aluminum door frame with 1/8" impact- resistant, tempered, glass lens. Stainless steel exter- nal hardware. One-piece EPT closed-cell housing gas- ket. MOUNTING - Contoured, extruded 9' aluminum arm with integral splice compartment for pole or wall mounting. Optional mountings available. OPTICS - Anodized, hydroformed, aluminum reflectors. Four IES cutoff distributions available: Type II IRoad- way), Type III (Asymmetric), Type IV (Forward Throw), Type V Square (Square Symmetric). Reflectors hinge out for easy removal during installation and mainte- nance. ELECTRICAL SYSTEM - Constant wattage autotrans- former (-20'F starting), copper wound and 100% fac- tory tested. Removable power door and positive lock- ing disconnect plugs. SOCKET - Horizontally-oriented, mogul-base porcelain socket with copper alloy, nickel-plated screw shell and center contact. Ullisted 150oW-600V, 4KV. LISTING - UL listed for wet locations. Listed and labeled to comply with Canadian Standards (see Options). L.81310g NUH\[;or u 'n'" , ~. Arm.Mounted Centriform Cutoff lighting 1R2 Choose the baldface catalog nOll1enclature lhat best suits your needs and 'J'Jrite .t on the appropriate line. Order accessories as separate catalog number. n I VOI~age I t20 2081 ~ 480' 182 Specifications EPA: 1.5 ft"[.14m1f (incllJdes arml Diameter: 21.1/2 [54.6) Depth: 11 (27.9) Arm length: 9 l2291 Weight 45 Ibs 120 kg) METAL HALIDE 320W, 350W, 400W 18' to 30' Mounting 11 I I I l Arm -I Diameter All dirn!:!llsians ~re inches,lcentimetersl IJnless o<hsrwi,e specified, MouminQ Ootlon Drillina TomnlB1e SPDxx, RPDxx. OAD12P WBD>:)(,DAD1ZWB WWOxx ORDERING INFORMATION Example: KAR2 400M R2120 SPD09 SF DOB KAR2 400M r=2~ KARl 320M3 ~ ~ IES Type II hoadway IES Type III .....symmetric IES Type IV Forward Throw IES lype V Square Mounting6 II Options Shipped Insta lIed In Fixture SF Single fuse (120,277, 347Vl nia TS OF Double ruse [208, 240, 480VI nfa T8 PEA NEMA twist-lock receptacie only ~no photocontrcli GRS Quam restrike, system (250W max, 120V lamp not included fjS House side shield IR3 & R4 onlyf CR Corrosion resistant finish CSA Listed and labeled to comply widl Canadian Standards EC Emergency CIrcuit SCWA Super CWA Pulse Start Ballast (TS only' LLRPSL Low Loss Reactor Pulse Start Ballast (277Vonly) Sllipped Separately3 PEt NEMA twist'-Iock PE (120, 208, 240Vj PE3 NEi\,IA twist-lock PE 1347V) PE4 N EMA twistclock PE (430Vl PE1 N EMA twist-lock PE IZ77Vl VG Vandal guard SC Shorting cap for PER oplion WBD09 Optional Mounting DAD12P Degree arm pole OAD12WB Degree arm wall KfI!lA Mast arm adapter KIM B TWin mounting bar NOTES: 1 Consult faclory for availability in Canada. 2 Optional multi-lop ballasl [120, 20B, 240, 277V). 1120, 277, 347V in Canada). :; May oa ordered as accessory. 4 Order as separme line ilem, Important: with this accessory, an RPDD9 or optional DAD12P mounting. arm must be ordered on the fi><ture. E 01her archil<lCWral colors availablei sea Archilectural Colors brochure. S For arm mounling, refer to technical dala section in the Outdoor binder for drilling template. 7 May be orderad with SCWA or LLRPSL. 8 Must be ordered with SC'lvA or LLRPSL, Accessories: Tenon Mounting Sfipfitter' Number offixtures Tenon 00. One 2-3/8" (6) T20-190 2-7/8" 17.3) 125-190 4" (10.2f 135.190 Two@180' 120-230 125.280 135-280 Two@90' T20-290 T25-290 T35-290 Three@1Z0" Three@90" 120320 120-390 125.320 T25.390 135.320 T35-390 FOlJr@90" T20-490 125-490 135-490 Architectural Colors (painted finish)s Sta nd ard Co I ors .oOB Dark brom€ istandal'dl DWH White DBL BlaCK Classic Colors OMB Medium oronze DNA Natural 1lluminum DSS Sandstone DGC Charcoal gray OTG Tennis green DBR Bright red D S B Steel blue Architectural Class 1 Anodize ADB Dark bra me -- L./T;';/DN/A L./GHT/JVG ARCHITECTURAL OUTDOOR LIGHTING 285-KAR2 KAR2 Arm~Mounted Centrif&...h Cutoff Lighting , Coefficient of Uliliza1ion Initial Footcandles .0 COEFFICIENT OF UTILIZATION .2 J .4 .5 Test No. 1186062304 KAR2 400M R3 COEFFICIENT OF UTILIZATION .2 .3 .4 .5 KAR2 400M R2 o 2 3 4 5 6 400W Metal Halld a lamp, 36000 rateel lumens. Footcandle values based on 30' mounting height, Distribution R2, cutoff. .62 .0 . .1 f- :r: '" [;j :r: '" Z ;:: Z :oJ 0 2.5 ~ "- 0 cIJ , f- z .2~. => ~ w U Z ;::; ~ c I{AR2400M R55rest No. 1195020401 COEFFICIENT OF UTILIZATION D .2.3.4 5 .62 5 2.5 I 5 .25 ~- D 2 5 ~OOW Melal H<llide lamp. 35000 rated lumens. Footcandle values based on 30' mounting height. Distribution R5S. cutoff. t:: <.:J Q:! co z I ~ i u.. o [I) z ~ w '-, '7 4 ~ . cIJ o Test No. 16520 3 4 6 400W Metal Halide lamp, 36000 rated lumens. FOOlcalldle values based on 30' mounting h'eiglll, Distribution 113, cutoff. 1. PhotometClC datil for other distributions can be accessed from the Li!honia Lighting websit.. Iwww.Lithonia.coml 2. For electrical characteristics. consult technic"1 data wi) 3. Tested to current IES and NEMA stilndards under stabilized laboratory conditions. Various operating factors can cause differences between laboratory and aClUal field measure ments. Dimensions and spe:::~ficatioflS are based on the most curren1 available da'a and are su bject to change. '2 u KAR2 400M R4 Test No. 17864 .0 COEFFICIENT OF UTILIZATION .3 A .5 .S 2 !:: '-" ["g w u Z <l 4 f- '" Q '-" z f= z ::l o 1 :::; u.. ::> ."" Z :::> z I .5 .25 t: '" W :r: '" z: f= z ::> o :2: u.. o ~ 2 :::> z w U Z <t 4 >- "" :::> i o 1 2 4 400W Metal Halioe lamp, 36000 rated lumens. Footcandle values basad on 30' mounting height, Distribution R4. cutoff. Moun1ing Heighl. Correl:tion Factor (Multiply the fc level by the correetl01 factor) 20 ft.= 2.25 25 ft.~ .1.H 32 ft.= 0.88 35 tt.~ 0.74 Exis1ing Mounting Height' C<lrr&Clion Factor Now Mourning Holght2 285-KAR2 @1993 Lithonia Ligh~ing, Rev. 9/99 285KAR2.P65 -- ~ J:,/T;,tDAlt~;!{~J LtI'GHT/JVG ARCHITECTU:",A CWTDOOR LIGHTING P,O. BOX A, GONY:=RS, GEOF.GiA ':0) 7!;:'_"::,:;~~\.~NE 770-922.900Q, F.flX 17D-48~-26.35 IN CAN.~O,l1: 1100 50TH AVE.. L.~(;/IIN:::. ';) ""j,C he' 2V3, A UN:T OF N.S.1. IIDLDINGS. INC ( \ ~ i FEATURES SHAFT - Minimum weldable-grade (ASTM A-595 Grade Ai, hot-rolled, commercial-quality carbon steel tubing with a minimum yield of 55,000 psi. Uniform wall thickness of 11-gauge ~O.1196"l or 7-gauge (0.1793"). Shafts are one-piece construction with a full-length longi- tudinal high-frequency resistance weld. Round in cross-section having a uniform taper of approximately .14" per foot. ANCHOR BASE - Fabricated from hot-rolled carbon steel plate that conforms to ASTM A36. . HANOHO LE - A rectangular, reinforced hand hole rim having nominal dimenSions of 3 x 5" for shafts less than 6.25" base diameter and 4 x 6.5" for all other shafts, Steel caver with attachment screws in- cluded Handhale is located 18" above the base. GROUND IN G - A nut holder located immediately inside the halldhole rim is provided with a 1/2" - 13 UNC ground bolt a nd nut. ANCHOR BOLTS - Fabricated from commercial-quality, hot-rolled carbon steel with minimum yield strength of 55,000 psi. Bolts have an "L" bend on one end. HARDWARE - Fasteners are high-strength galvanized zinc-plated or stainless steel. TOP cAp - Weatherproof, removable top cap provided with all drill- mount poles. FINISHES - Dark bronze (DDB~ polyester powder is standard. Other architectural Golors available. Catalog Number Type I t? u Anchor Base Poles HT.S ROUND TAPERED STEEL 20' to 50' Mouming A /" " "/.".n~ X)'. .,. (9''- ;-" .':' ,..~~.... .. "'. .," >., ,- . ,.. """ ,/ \ f "."'" .../ ;1 l c,.~ : . .. " I I .;-. . \"_ J , ., . ;, ',/ "", i " " '-,; Ii?" " ... -. . . . . . . . / '0., /- ,.... . ... ..' ' l~:-'- c-'~~l B ORDERING INFORMATION Example: RTS 306-68 DM19 DDS Choose the boldface catalog nomenclature that best suits your need, and write it inthe appropriate blank. RTS I I I Shaft type I RTS !\lominal shaft base sizel wall thickness 20 - 50 feet (See back page.) (See back page,) Shah BoltS Bolt Base Anchor Warehouse Template 3ase Circle Projection Square Boll Ancnor Bol t Number Sii:e A 8 C Descriplior, DesmpliorJ 5.9" 8 9" 3-,/2'-4-1/4" 10" ',8RTS-59B AB36 -0 PJ50075 6.5" B 95' 31/2"-4-'114" 10-1/2' i,BRTS-B- 58 AB36 0 PJ50074 7.Q" 8 10" 3-'/2"'-4-'J4" 10-7/8" ABRTS-7-0B AB36-0 P J50077 7,0" F 10" 3-314"-4-1/2" 10-7/8" ABRTS 70F AB36-0 PJ50076 56" B 95' 3-112'-4-1/4' 10-1/2" ABRTS-6-6B AB36-0 PJ50078 8.0' B 11' 3-1/2'-"-114" '11-1/2" ABRTS-80B AB36-0 PJ50079 8,0" F 11' L112'-5-iW 11-1/2' A8RTS-8-0F WA, PJ50080 7.3"B lOS" 3-1/2'-.1-1/4" 11-1/.1' ABRTS-7 38 A536 0 PJ50081 85" B 11.5" 3-314"-4-1/2" 12" ABRTS-B-58 A836 0 PJ50082 9.5"' B 13" 3-3/4'-4-1/2' 13' ABRTS-9.5B A 836-0 PJ50083 7.8" B 11" 3-3/4+ 1/2" il-1/2" A8RTS- 7 -RB AB36-0 PJ50084 9.0" B 125" 3-3/4"-4-1/Z" 12-3/8" ABRTS-9-0B A836-0 PJ50085 90" F 125" 4-1/2"-5-1W 12.31s" ABRTS-9-0F Nf.~ PJ50086 10.0' B 13.5" 3-3W-4-1/Z" 14" ABRTS-l 0 -DB A836-0 PJ50087 10,0" F 135" 4-1/Z'.5-1/," 14 A8RTS-10-0F N/A PJ50088 IMPORTANT: . Do not ,;rect poles without having fixtures instolled. . F~ctory-su~plied 1emplates must be used when seTting anc~or boits. Lithonia will not accept claim for incorrect anchorag e pl~cement due tD failure to use factor, template. . II poles are stor~d outside, all protective wrapping nlust be remo'Jed immediately to preVEnt finish damage. Mounting! I I Options T20' T251 1301 T352 Tenon Mounting 2-3/8" 00. (2" NPSj 2-7/8" o,D. 12-1/2" NPS) 3-1/2" 0.0. (3" NPS) 4' 0.0. ,3-1/2" ~JPS) Drill Mounting 1 at 90' 2. at "180' 2 at 180' witfl one sitie plugged 2 at 90" 3 at 120" 3 at 90" 4 at 90" Architectural Colors (powder finishi4 Standard Co tors DDB Dark bronie DWH White DBl Black Classic Colors OMS Medium bronze DNA N aturai a IUnlmum DSS Sa nostollB DGC Clmcoal Dray DTG Tennis green OBR Bnght red DSB Steel blue DM19xl DM28xl OM2ti PL3 OM 29x<,.3 DM32x1,l DM39x2.' DM49x2" GALV Galvanized finish NOTES: 1 When ordsri,1g tenon rnounti~g and drill mounting for the same pale, fallow this exam pis, DM28rT20. 2 NIA with 2& 5-96 30 6-66 > Pole top is too sm.11. 35 7-38 39 7-88 3 The drrlling template to be used lor a pariicular IUlninaire depends on the luminalre that I, used. Drilling Template Drilling for R.nlace "x" with RsfAr~nr. NlJJJJ.b.~ Lllmin"ire~l~~ 1 1 OReG!, GROG' 2 2 KRESl ~ 3 KRE 1. KRE$2, KSES1. ORCG2. Oi'iDG2 4 4 KRE2, KS;::S2, ORC1, ORC2. ORD1. ORD2 Bla,"k 5 All otner Lithonia Area luminaires R~ffi( to Techoical Data Section of Outdoor Binder for Drilliog Templares, 4 Additional architectural oolors availabl.; oeo Architectural Coloro brochure. Bolt circles heve +/- 1/2 inch tolerance. -- L/TH'DJV./A LI'GHT/JVG ARCHITECTURAL OUTDOOR LIGHTING 130-POI.E ,RTS Hound Tapered Steel p~s u TECHN!CAL INFORMATION EPA [ft'l with 1.3 gust Nominal Wall Approximate Catalog mounting Pole Shaft Thickness ao Max. 90 Max. 100 Max. Bolt Circle Bolt Size ship weight Number height \feet Size[in x in x ft (inches) Gauge mph weight mph weight mph weight linches} (in. x in. x in.) (pou rids) RTS 20 5-98 20 5.9 x 3.1 x 20 0.125 11 19.3 482 15.1 377 12.2 305 90 1 x 36 x 4 140 RTS 20 6-58 20 6.5 x 3.7 x 20 0125 11 24.2 605 19.3 482 15.6 390 95 1 x 36 x 4 160 , RTS 25 5-9B 25 5.9 x 2.4 x 25 0.125 11 12.5 312 9.9 247 8 200 9.0 1 x 36 x 4 155 RTS 25 7-0B 25 7.0 x 3.5 x 25 0,125 11 20.3 507 16.2 405 13.1 327 10.0 1 x 36 x 4 200 RTS 25 7.0F 25 17.0 x 35 x 25 0.188 7 28.5 713 22.5 563 1182 455 100 1 x 36 x 4 I 280 RTS 306-68 30 6.6 x 2,4 x 30 0.125 11 11.7 292 9.3 232 75 187 9.5 1 x 36 x 4 200 RTS 30 g.OB 30 8.0 x 3.8 x 30 0.125 11 18.9 473 14.9 373 I 12 I 300 11.0 1 x 36 x 4 265 RTS 30 g.OF 30 8.0 x 3.8 x 30 0.188 7 27.51 550 121.6 542 17.51 439 11.0 1.1/4x42x6 380 RTS 35 7-38 35 7.3 X 2.4 x 35 0.125 11 11.21 280 I 3.9 222 71 177 105 1 x 36 x 4 250 RTS 35 8-58 35 8.5 x 3.6 x 35 0.125 11 18.9 472 15.1 377 12.2 305 11.5 1 x 36 x 4 315 RTS 35 9-58 35 9.5 x 4.6 x 35 0.125 11 23.2 5BO 18.2 455 14.51 363 13.0 1 x 36 x 4 370 RTS 39 7-8B 39 7.BxV.x39 0.125 11 10.7 257 8.5 I 212 6.6 165 11.0 1 x 36 x 4 285 RTS 39 9-0B 39 9.0 x 3.6 x 39 0.125 11 17.2 430 13.51 338 10.8 270 I 12.5 1 x 36 x 4 355 RTS 39 !leOF 39 9.0 x 3.6 x 39 0.188 I 7 26.1 654 419 12.5 I 515 20.6 517 16.7 1-1/4x42x61 'RTS 451O-0B 45 10.0 x 3.7 x 45 0.125 11 17.4 435 135 338 10.6 265 13.5 1 x 36 x 4 I 450 1 HTS 45 10-0F 45 100 x 3.7 x 45 0.188 7 I 25.5 639 120.2 505 16.3 409 1 135 1-1/4 x 42 x 6 650 I RTS 50 10.0B 50 10.0 x 3.0 x 50 0.125 11 113.2 330 10.6 265 8.3 208 13.5 1 x 36 x 4 475 RTS SOlO-OF 50 10.0 x 3.0 x 50 0.188 7 I 20.5 512 165 412 13.6 340 13.5 1-1/4 x 42 x 6 680 BASE DETAiL HANDHOlE ORIENTATION' o C I '(2) '-r"""@ ," !<fX . , '. I\\/l\(l' ;~:~ POLE OPTIONS R I I. I ~, / [ '~ ~. r:'~ ,J~ ~~ ./= ... '-" I Q B A Handhole Suffix FOl' FGl' HI-1BS' VO UAB HH '.2 HHC FaC o ascription Festaorl Outlet - less electrical Festoon GFI Outlet - less electrical Horizontal Arm Bracket - 1 fixture Vibration 0 amper less Anchor Bolts Extra Harldhole H anclhole Cover Full-Base Cover IMPORTANT, . Tht!-s~ .l;pecificlitions llr~ intended ior gen.era:i purposes only. Ljthani~ reserves the.lighttD ch:.Hl-ge material or design, without prior notice, irl a (;ontinuillg effort t:J upgP5d~ its prGdLJClS. . installation requir95 grou( be p,cked under bas, to 9nsure full contacl with loundaliorl. NOTES: 1 Specify location and orientation when ordering Iso.cify orientation lrom handhole and height in feet above base). 2 Combination or tanon-!op and drill mOllnt requires extra handhole. 130-POLE @1994 Lilhonia Lig;'1ing. Rev. 3/99 ,30POLE.P65 i:ITHDfii~~~:~:;;j,t1 LJ'GJ'fT/AI G ~y ARCHITECTbF1,:;L OUTDOOR LIGHTING . P,O, 30X A, CONYE-:RS, G;;'JF-;;;:>:, ~;:)O 12, 7::;;~.;-::'~H8r'J:: 770-922-9000. FAX 770-483-2635 1~'i CA~'140"",: 1100 5UTrl AVE.. ~A~~:'1:I~~:=, Q'JE8i::r; :-HH 2V3, A UNIT OF i\J,S.1. HOLDINGS, INC.