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Home My WebLink AboutCorrespondence EgRED LETTTRI Oi T SMIT 2 JUL 22 !1996 DOCD SCHNEIDER ENGINEERING CORPORATION \%', 3020 North Post Road 6845 East U.S. 36,S • i,s Indianapolis, IN 46226-6518 Danville, IN 46 ' �i b Telephone: (317) 898-8282 Telephone: (317) 272-0108 FAX: (317) 899-8010 FAX: (317) 372-0412 Date: 1 • ZZ • 7 G Job#: S 12.W- TO: C-`\R, . t`1 b42. 1"l O tV IZ • d F Cot•l rtiv G .TY or I WE ARE SENDING YOU Eri ttached 0 Under separate cover via_the following items: ❑ Shop drawings ['Prints 0 Plans 0 Samples 0 Specs. ❑ Copy of letter 0 Change order ❑ COPIES DATE NO. DESCRIPTION 1 C�tV S c\�-.1 c'('t-O tv, N.c—S THESE ARE TRANSMITTED as checked below: ❑ For approval 0 Approved as submitted 0 Resubmit copies for approval E,/or your use 0 Approved as noted 0 Submit copies for distribution L7 As requested 0 Returned for corrections 0 Return corrected prints ❑ For review and comment 0 ❑ FOR BIDS DUE 0 PRINTS RETURNED AFTER LOAN TO US REMARKS: -tramp_ Q1/41‘42.—_ tAKINa ROE • P,El 1. <,. b(5TT24 Nt k( - 5 PAN!0 D� 'CLc�p aN - F PSG O TIm b%1 -1Z-4t I NAG- 4 re-v L. -t LA-- 12—e1RV I12 P?"ZIN% M.e'er 1 N Q- . ,F-0 4Z- y�1'2 CkSS I •S'p a-s c_Sc t I�1 Tt-+t S M ��"f'f- L P COPY TO: F- •or-A eN G- G )IZ C ct.A atl SIGNED: riDTI - t GI2-4-04 r�J UPS COURIER FED EX MAIL tga l' �f Bohle Me erg i Gibson&Associates Incorporated Architeettce Inferior Design+ Landscape ape Architecture Engineering FAX COVER SHEET 3040 North Post Road Indianapolis, IN 46226 PHONE: (317) 899-8000 FAX: (317) 899-8014 Please deliver the following pages to: NAME: - ri P% -L +-4 tz.oe FIRM: tpT c. ►1,-J�n s 5 "•,+. � 4Wfw Recipients's Fax Number: FROM: .l t7t-+N fit" , U. RE: Mroc. : lO+ C # _-; , F45 rr izr• 41-1:14"1/4s Wit.1� SE cc:AM E 1N ?ri CU tz-T t ►hrct-Ts `f cav Pay . , C DATE: ' 76 TIME: Total number of pages 3 (including this cover sheet). If you have any questions or do not receive the proper pages, please call as soon as possible. Operator: A Partnership Entity with Schneider Engineering Corporation I1I Bohlen,Meyer; 3U40 North Post Read An:ilifeuure C�,-^ lndianapolis,ltkiiaux intaior Design ibson&Associates, 46226-6518 LanekapcAtchia:cture . Incorporated 317449-80W Engineering 317-899-8014 Fax July 19, 1996 Mr. Mark T. Monroe Department of Community Services City of Cannel , One Civic Square Carmel,Indiana 46032 RE: SPECIAL USE APPLICATION PLUM CREEK CLUBHOUSE TAC RESPONSE Dear Mr.Monroe: This letter is a response to engineering comments expressed during the Technical Advisory Committee meeting on July 17, 1996 and written comments received prior to that meeting. Department of Community Services There is no exterior signage proposed at this time. Future signagc will be submitted for approval and a permit. A lighting plan and fixture cut sheet have been submitted. The entire parking lot has been curbed as required.Mechanical equipment is shown on the site plan and screening has been shown on the landscape plan. A detail of the fencing surrounding the dumpster pad has been added to site drawings. Sewer and water availability will be requested as well as a commercial curb cut permit. Landscaping in the form of trees is proposed for the east side of the parking lot. The He lock plantings shown are drawn to scale(spacing is $'). Carmel Utilities The water service line size has been shown and the meter setting wi I I be inside the building. The service will also have an approved backllow device. The facility will have a kitchen. A grease trap will be included in the design of the kitchen. Cannel Fire Department There arc no plans to sprinkle the building. There arc two existing fire hydrants located on either side of the entrance which will service the building. A Knox box will be placed on the south side of the building.This location is to be coordinated with the fire marshall. A Partnered Entity with Schneider Engineering Corporution r ' July 19, 1996 Mr. Mark T.Monroe Page 2 Hamilton County Soil Conservation Service The 100 year floodplain has been delineated on the site plan. Existing vegetation is grass where golf course construction is completed or not underway. The receiving waters for this site is a detention pond which is part of the development drainage system. All disturbed areas have been shown as improved and finished with impervious surfaces or seeding. Other areas arc not to be disturbed. Site earthwork is to be contained within the disturbed area. Stockpile locations as well as construction entrances will he coordinated with earthwork activities on the golf course. Erosion control measures such as silt fencing will he implemented prior to land alteration activity. Other measures such as inlet and outlet protection will be installed as soon as the storm sewer system is completed, Seeding,matting and other ground stabilizing measures will be placed immediately after grading and seed bed preparation. Should you have additional questions or comments regarding this site, please contact me at 899-8000. 1 will be attending the BZA meeting to answer questions from board members. It is our hope that the developers will be granted approval so that they may continue on their construciton schedule. Thank you for your attention to this matter. Respectfully, Bohlen, Meyer, 'ibs►I and Associates,Inc. Dennis L. Grum• Engineering Proj-ct Manager cc: Jeff Thompson;Plum Creek Golf Course LLC John Hartlep;Bohlen,Meyer, Gibson and Associates,Inc j;195-124ldocs\lettcrtirespnns.apd Bohlen Meyer 3040 North Past Road Architecture Indianapolis,Indiana Interior Design Gibson Se Associates, 46226-6518 Landscape Architecture Incorporated 317-899-8000 Engineering 317-899-8014 Fax July 19, 1996 Mr. Mark T. Monroe Department of Community Services City of Carmel One Civic Square Carmel, Indiana 46032 RE: SPECIAL USE APPLICATION PLUM CREEK CLUBHOUSE TAC RESPONSE Dear Mr. Monroe: This letter is a response to engineering comments expressed during the Technical Advisory Committee meeting on July 17, 1996 and written comments received prior to that meeting. Department of Community Services There is no exterior signage proposed at this time. Future signage will be submitted for approval and a permit. A lighting plan and fixture cut sheet have been submitted. The entire parking lot has been curbed as required. Mechanical equipment is shown on the site plan and screening has been shown on the landscape plan. A detail of the fencing surrounding the dumpster pad has been added to site drawings. Sewer and water availability will be requested as well as a commercial curb cut permit. Landscaping in the form of trees is proposed for the east side of the parking lot. The Hemlock plantings shown are drawn to scale(spacing is 8'). Cannel Utilities The water service line size has been shown and the meter setting will be inside the building. The service will also have an approved backflow device. The facility will have a kitchen. A grease trap will be included in the design of the kitchen. Carmel Fire Department There are no plans to sprinkle the building. There are two existing fire hydrants located on either side of the entrance which will service the building. A Knox box will be placed on the south side of the building. This location is to be coordinated with the fire marshall. A Partnered Entity with Schneider Engineering Corporation July 19, 1996 Mr. Mark T. Monroe Page 2 Hamilton County Soil Conservation Service The 100 year floodplain has been delineated on the site plan. Existing vegetation is grass where golf course construction is completed or not underway. The receiving waters for this site is a detention pond which is part of the development drainage system. All disturbed areas have been shown as improved and finished with impervious surfaces or seeding. Other areas are not to be disturbed. Site earthwork is to be contained within the disturbed area. Stockpile locations as well as construction entrances will be coordinated with earthwork activities on the golf course. Erosion control measures such as silt fencing will be implemented prior to land alteration activity. Other measures such as inlet and outlet protection will be installed as soon as the storm sewer system is completed. Seeding,matting and other ground stabilizing measures will be placed immediately after grading and seed bed preparation. Should you have additional questions or comments regarding this site, please contact me at 899-8000. I will be attending the BZA meeting to answer questions from board members. It is our hope that the developers will be granted approval so that they may continue on their construciton schedule. Thank you for your attention to this matter. Respectfully, Bohlen, Meyer, ibsi and Associates, Inc. 4 # Dennis L. Grum.i. Engineering Project Manager cc: Jeff Thompson; Plum Creek Golf Course LLC John Hartlep; Bohlen, Meyer, Gibson and Associates, Inc j:\95-124\docs\letter\respons.wpd 1--197—'"'"4. Bohlen,Meyer 1 x ,� Gibson&Associates, � ..'�� Incorporated NSW.�,> ,. ?sc;�,, s" Architecture Interior Design Landscape Architecture EngirKering FAX COVER SHEET 3040 North Post Road Indianapolis, IN 46226 PHONE: (317) 899-8000 FAX: (317) 899-8014 Please deliver the following Rages to: NAME: 1R• • MMP P Moc irt3 FIRM: c.p42.1,4et. Dom Seu+cis Recipients's Fax Number: FROM: tlNl Crwar►��► RE: plum Cr-s-v i s a sron1S • 11441isc NIke 'fib et% rze-Scrl s ES -1- 46 iS Per-ar%V`" t 41- v. -r--t{i s.1 r R-ei N.4 `I era CZ. D1-tc-tom DATE: 7• t6 •�G _ TIME: Total number of pages 8 (including this cover sheet). If you have any questions or do not receive the proper pages, please call as soon as possible. Operator: A Partnership Entity with Schneider Engineering Corporation v • brfpW/o//l/Ty4 4011,(4oc C.4q a- CARMEL UTILITIES DEPARTMENT OF WATER AND WASTEWATER ►�ltoN cd•�j1� � rgiN/tl1 PH(.317)571-2b4A 130 1st Av&xiuc S.W. FAX(317)571.2653 CARMEL,INDIANA 45032 July 11, 1996 REM T"D Schneider Engineering Corp. 3020 North Post Road JUL ,.1 ` Indianapolis, Indiana 46226 WILD(IVER,GSM Attn: Cort Crosby RE: Plum Creek Clubhouse Dear Cort, We have reviewed the plans for the Plum Creek Clubhouse and have the following comments: Water: 1) We need to know the size of the service line to determine if you will need a meter pit setting or an inside setting. 2) The service line will need to have an approved backflow device. Sanitary Sewer: 1) The plans didn't show if the clubhouse was going to have a kitchen or any type of cooking facilities. If there is,you will be required to install a grease trap. Please feel free to call us with any questions. Sincerely, Sincerely, Paul Arnone Matthew Huddleston Water Distribution Field Support Sewer Collection Field Support 9 City ,of armel Fire Department Headquarters RECEIVED,, 2 CIVIC SQUARE CARMEL, INDIANA 46032 317/571-2600 JU!. 1996 Schneider Engineering Corporation "VW" Attn: Dennis Grumpp, L.S. INC� 3020 North Post Road Indianapolis, Indiana 46226-0068 RE: PLUM CREEK CLUBHOUSE LETTER OF APPROVAL The undersigned has reviewed the proposed plans for Plum Creek Clubhouse and has approved the Plans subject to the following: 1. Is there a sprinkler system proposed to be installed in this building? If so, contact the Carmel Fire Department for approval of the Fire Department Sprinkler Connection location. 2 . Additional fire hydrants will need to be installed in order to provide protection for the building. 3. Install a Knox Box on the building at a location approved by the Carmel Fire Department. 4. 5. 6 . 7 . 8. Date: July 9, 1996 By:Stanley Puckett, Fire Marshal Carmel Fire Department Fire Prevention Saves lives and Property JlJ\ U• •Jr.,. a uu•aV • . a v • 1 (of Carrn* 1 Police Department Headquarters 3 CIVIC SQUARE CARMEL,INDIANA 46032 RECEIVED 3I7571-2500 UUL 2 1996 .lure 28, 1996 "11 aid'Ear Mr. Dennis Grumpp, P.M. Schneider Engineering Corp. 3020 North Post Road Indianapolis, IN 46226-0068 RE: Plum Creek Clubhouse Dear Mr. Grumpp: I have received and reviewed the plat plans for the proposed project. 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, Ao4g2).c411.).C4tril Michael D. Fogart Chief of Police MDF:vb • NY DEPART, e›.-%�..:• fl lf_ � � n�•. { ' � J!14 � ' n ' . .' 1�� _-. \'JL,, 1 � r I l c3 (� III 1�vk 1� E � {-C , 11I rt { \1., ?` '�� ,� �qq July 1, 1996 ( INCEIVED Dennis Grumpp,L-S. Schneider Engineering Corporation JUL 2 1996 3020 North Post Road Indianapolis,IN 46226-0068 iMllBlli RE: Plum Creek Clubhouse S.of 126th St. 1 W. of River Road Clay Township Dear Dennis: This letter serves to acknowledge receipt on June 27 of proposed construction plans for this project. Since this project is in an area previously annexed by the City of Carmel,I am deferring all comment to the City Engineer. Should you have any questions or comments regarding this project,please call me at 773-7770. Sincerely, lames W.Neal Transportation Development Engineer JN/jn:Uan107-0I-96.BA cc: CarmelDOCS Surveyor's Office 1717 PLEASANT STREET NOBLESVILLE,INDIANA 46060 (317)773-7770 ` 1 747 . • garrft Andcad Jo rM 005 up: Selig pas papromst unewasda axt}aa gm tao alie w waverps vas to swam art&saw 1121spargoatt _ ` NA [� sea>oe 1411aaP! • aL ' ataPo Paz gsaaPi a[vespoog gstiMiPeoU 710A fl0� /' a't . _ rn amid IFS 13111.!IMMb p oda1d vas _ S� A PP [ !' • s M/VEra ans IVITEREED @tY anacirwroacu ON, Ste. • • I . . .L edax211 t TO coppis ispiragt saielxkuddy lamp isn7 sumi� I - mew%Saittril Io pug lo^i •/' 1:17 • `sampwis 'spvca 2143.SPC2 ID 1:438 PfdJO ttaligav I I"1 DI n f 1 3 Mho�M'1301:100Z1DO yU JAW i I r.tit i 2A7 IZp eJ N Eli • a aia 01 b*uf artr Pgraxa - . y - 14049M :smSd off sa s 4*Id 4a aal�rrr u i uY - . rno rossiWaSilthtim2111"1Tegv . • • t farces asz.x�iacas axra r•Y* - .. 1--tcraw2-IZZADMIDErfterspaGicuirwintinaspress--.-- aO� .z .mac sxrjr�- as raor'°° ar . 115.Eris.7711011417"MID woos rem =s- sr � atr `ma asiTCc :�e a aajit ' e MUM pegsak # 'Q+ ilFEns h E• -1 C 'Piet 11 J • za-838C b ) • 1 • Low.•-Sl$( 1JS) d - 8?Q0.7Z796 "', ` 'st7OefYrildtfr0l'+ i ! WQ7Fi 1'/r °save t'd . • -:121 aC.Q{. pr 'ca'w£ Wog aar$9 • - . ddN,i7 yNa z4argiffif2 . i TISacno -03-49 uA • gu •i ' a►44, , .:ovikopotoza . . . - • ' ( pc[aos- nt+ ,�gascx�ur2 ; - . .. ; x ' • . 1 a$ ' ►-. Via_ ToIT-9LL 0LI0 733-190I-£L(LIE)-Ird'.'17K ht e► • :IfC`9Eesaig_--- 3S:n431..tAN SZ6 - :�. 4" TAAP71 L7*SRTrJ1tt]nd a.aa rtnun •rn .�rr� I -r.0 •.� �4 JCJV I tl1 • C.I., O[ 13111kT • • A.S. w -........ - .------- -• PLur C.E'fx Ctuj.3 J4�aes , . 1---- -Ths O S'OII.INPOI; ATION .' err 3 A. ,,.d" Lin of the aoiL types;'minding map,legal and if F MIMIC scris..es ft PE azremms.12:EftWasaatOFZ2IE ovamezhavicroesam •rsz=camsOF. 1 YEg NO DRAINAGE*T(JRES. . 4A ,/ Location of spec points why staunwater dscharge w;tl l stt 4$ _ I 1 - - EIi 1=•., . viten.,or,dif discharge yiis,seperate 4Cdentify •/ �I,t�1111,,i'. ,a1 L,,L--ee�Rer L,��,�,ftt ilia of LL�W.��. lfl 1 _ .Notat cal.1 the l presence receiving. • 4D _---- i` Location.of sw 1 aasr Systerns adverts storm sewers, i'ffirlut,and a ) 4E ____em construction clouts of.outlet prud lion below so= - water outlets [ YES NO LAND ND DISTUirsHiNG ACI'IVFTT S 5A V. , Location on and l i 1 .1„ c =of ail. y�p rbed with aims " �1- .� will be 513 ,7 •-,.,. .. final se) ..1 ::: dorborrow areas • r S NO EEZOSION A lr SEDIMENT CONTROL MEASURES 6A - ,,,- &hate of wbjn each measure will be insplemennul 62 _ le_ • M wand tegiremoula for caoli . . C 6f /� ,�, Y L+ W R and aalStilletiOn delall$of 6 .« �/ � -�.1 vY t.r:11.setup lAJ y seeding,with . areas to be i dearly dissipated wading seed ' mixes, t- us ,'i. : lime a and s:mtl&rates) . 6E J' - "Locstiaa, .:.....,11.{1.2;constinction cli'tsffe,and " specifications 0!II teinporary measures - 6F ,_„ Location,dinerr►„s,;construction..• details,and - 1:NIf '11.11 In • 60 .dons details details for storm inlet prot+ac Lion R ,f' Specifications an d d derails fur a stable fiction 61 Arid �na and sediment control on. I Au.nucznrammaxerm1rr'1W wfLLss n r MOULDss . 4n�nra +r4L O .III D D rWEAVED c�orgjarai RKATESTED ro Prezime SvArarATIS EROSIONAIM . semmENT w 4 T I - YES NO PERMANEN4 V ECTWATl STABIL/MTHON • 7A • r/' ,Saw ill%when each(tainted area w171 be=bilked . 72S�occst� s fir Occluding aced rates)=es,feaster Broo,and'Balch . rizroo.acmg City of C Fire Department Headquarters 2 CIVIC SQUARE CARMEL, INDIANA 46032 317/571-2600 Schneider Engineering Corporation Attn: Dennis Grumpp, L. S. 3020 North Post Road Indianapolis, Indiana 46226-0068 RE : PLUM CREEK CLUBHOUSE LETTER OF APPROVAL The undersigned has reviewed the proposed plans for Plum Creek Clubhouse and has approved the Plans subject to the following: 1 . Is there a sprinkler system proposed to be installed in this building? If so, contact the Carmel Fire Department for approval of the Fire Department Sprinkler Connection location. 2 . Additional fire hydrants will need to be installed in order to provide protection for the building. 3 . Install a Knox Box on the building at a location approved by the Carmel Fire Department. 4 . 5 . 6 . 7 . 8 . Date: July 9, 1996 By:Stanley Puckett, Fire Marshal Carmel Fire Department Fire ran ennon Saves Lives and Property - U(l UZSiW la:0A • • l - : ' =: • amiltim Cody So.�mid:Water Cc acr ribis ri tt 925 Diyisia Street--Noblesv�Ie,IN.:G060-27,4--Pk (317)773 1404--Fax(317) 774-1101. 3 raisage;erosion and sediment Cool Pitt. - - .. Terimirat Review add Co_ meat - 1f�'EUi��c7ep 13Y- Sop-GN So .I jectname: GtEK C16.5 / 7t /' StittrattaiN7-PA VP( _CZEF ;►= Lool2sE; ; riff,e ie EN �D �r�3 6.eurrpp /15/1 44xesw Jt 3402E> AI •i Pam. Fil es ?�r .9-4o3B s Z.l _�+Lrr� bO4 _ Phone:(3/7 ) Sff-71.47 Phc3(3r7- )1 -A - Plsazscvie-w procedure Siifr visit:(Date_ / I ) P1a m revie r. (Date: 7 I- t n. ) Lots' - i Legal Se r_ 3 I - Townsbip: /et./ Bats y. CL _ C- A Sea Survey IVIap Sbxt: a Ai Pi-A,•rs Ais'toxhed sexes: zomosxwANDsmnadratraaraxenzrAffaisREENXEvaritialiatTECEISEUZUM EOM=o12744,045-5-T. brri7 AZENO AF.LMs CeakTg .STMMJJ2Y18Z4ze➢P zZimil enrISL C$TI88 RtZ PLESE • SWABS dU1 QPB 1t7. TBEaFQ .RfffSOFIFI rat TIsLW NCO opium 4LWNEN- ArZ AreSd lffn-"ThregarlaSWmItirMW I12BLoGem.4tta rEci T' g ti.nz LS!prirne. is R It? PitaaigKp Wl1HI EMENME L ! -YB TMLEIV,WEirrs2HE'llatalliMRSXs aF.K2T1diGIS,�7 per.' No'7SSirampo SNCQ' R 7�s I IS+�T • Are the falloff+71«g+ately add esed cm the phn7 - (NA de aces:An itein is not app]acabk to This project) YES . Na . PROJECT TwOEMA1TON - lA Pgject lot nap in adequate detail to show the site relationship to other areas in the y ��the nature"and purpose of the project and the cans incta�start and completion dates for eath land disturhmg activity IC ✓ Loratina of planed and or existing roads,ntilitiPc, structures, highways etc ID ✓" Lot and or I lInldmg locations All plans must slow appropriate legends, scales, and Nar&arrow _ lYES -NO TOPOC I.PH[C AND GENERALSITE FEATURES 2A V Idenifty existing and cTei;,,e�t�e 2B ✓ Existing and proposed contours at an interval appropriate to indicate drainage patterns - 2C VDelineate fhle 100 Year ifloodplaim,Iloodway fringes,and Boodways 2D ,.' Identify Iandnse of adjacent areas •ZE ,rr Location and name of all lakes,streams,+ +auvrts,ditches, wetlands,amid ohm water courses on and adjacent to the sine Show the entire upstream-isratetshed and ad3iacent;areas within 500 feet of property Tines Pt i a°Stay% - Ui/U rao 1. :o6 nna. ,,�. an.Y .,n�,a..L �. , .,Om Project PJTvr, Ccggx CLrr13 46,10 YES NO SOIL INPCSItMA,TION - 3A V legend descriptions I IF MEG=SOILSAREPREMVT 1T152HSEESTPO1 'FOETTHEO ZOPFIt Ii7 1 cArtsss2IIs Exismrca OF wiribiliPs PS3dZKPEntas ' VIEAP.PEO1 N(0TrAGENC . YES NO . DRAINAGE*ATTRES 4A _ al Location of specific points where sto mwater discharge volt leave the site 4B ,/ Identify all leces.v.itg waters,Or,if&charge is seperate mmnicual seormisewer,identify the name of the mummpal opeaalor and the ntimate receiving water 4C „WA .Notation of the presence of potential areas where stornawater may enter groundwater 4D ✓ Location of stOnmwamer systems(inducing culverts, stounsewers,egaurifis, and swales) 4E _a:A Consrrric ion deals of outlet protection below storm water meets 1 YES NO LAND DISTURBING ACTIVITIES 1 5A �/ Location and apgioximate dimensions of all disturbed areas;with areas jwhe re vegetative cover will be presevered. -.a • desigAgtprl 513 1,- Locations of:a stoolviles and or borrow areas r YES NO EROSION AND SEDIMENT CONTROL MEASURES 6A ✓ Schedule of wh j each measure will be implemented 6 B _yam Ma ce schlTie and dents for eadi measure 6C V Location,dions,and canstradion d -ts of pmimemr sedisn control measures 6I) t/ Speothcation.attic schedule for temporary seeding,with areas to be seeded dearly dent al(irednding seed mixes,faroizers,Time and mulch rates) 6E ✓ -Lorton,d ini n ;ons,coustracxion details, and apt cxtione of all temporary measures 6F __e_ Location,dimmacinas,construction deta s, and spec iaation of all Parnmealt measures 6G t."" Specifications and tiriaiis for storm inlet protection I 6H ✓" Specifications aid r1etdi1 for a stable construction entrance 61 N/Il Specifications y erosion and.sediment control on j -individual a fa c a1• lots Ail,J'XI JIC ,ING LULtr.-r)IN 17:It MAN,.As WHLtAS MUSE RECOMMENDED JN7ES C0141022US.SHOULD itu EvAul rm es To 77WR FHASIBILUYBYAQril:1Ib2MmarvEnz WITH s ucruRAL.PSAc is SDESIGNED LCZAgua�v HPIGD7WR. ,narlIONAL NFOKMATION,INCr.tDINGDESRNCilL1 ONSM4YBEkEQursExuIDFUK? REVALasrsEAUSTONAND SallAWAT CONTROL MEASURES. YES NO P ' ANEN1` VEGETATIVE STABILIZATION -1 7A Schedule when each bed area will be stabilized yg s Specifications filrrpermanent seeding(imitating seed mixes,feet ,lime,and mulch rates) Vi Revised 060J96 a5J ,Se,,ruEyor r-rc.0 ava 1 �-E-1-wdcad jo Igaj Gag max T F pac tunvordn.wpm ato mom ads �I uo Pum` s 113��so4p Io i1el EgirrdP1 tI skempoorg pre `sagrrriS Sztapoo1 ` weic1r`Y"`'I3 a 00 -r +v7 3Sb`3 id az weatpulal aq sdom:1de p ue 12=woa paoaodoad-OE 2upsco �— PPug APPQPI irL . 1 Sdu LLVI WETS"ICJ DIELIYHDOcial ON Sax ettaixe N P' ` - '° `sprkaZal olepleforTP mow writo suzitl jl I I Diu }oN ` Its sapiqu'virus gugspoa 3o.pne pouuepl Jo trofutzel / �I 4. 'EP PSI TIPw I OJdzuoo Pim gas gut_pup, W Saoa orn Fue=fold orn Jo asodmd lire aka og l'Ainnosup agjpareisi UI _ of d 1S110 gglai s s ur dine 701713=1 I' Vi Houvffira.ozats4 aariciaa ON Mk oe,r�as� sr - F spialp Ire pgsmappr.4 l+guyttivoi vB .1rsr-0ri cZi.gosraMin h 72 L ens asr zia - j azirsErm alcirazZ OICZIELCOEM 27a7Ir ntowas-71,.w-1?ao-razioa •OMS Z riwgwys.agpsr ZTADSadW irniso Czar TmfZX.R.Wa II 27tdTlr1112.Co 211Z?II37473t aL .2M QluoilaWszr 'i'Y37onirsimsr [3$ Tag irei asorays {SFILUM77171 2.mLaIIdgS[QRP mir =LT..ptigagla l YI iW-1115 IDS - .1 'X/r$f-L P£ uu asap I . 1 muiEr.a I - C ')Z./ _S 1 . =wit I 1 = 6a 746'1a a. S arnl.*ozd necauas xuria Z$zG-c'' $ ( Li )=Dna Low, L L' )odd $94v�i 1/7 rT 5 `T DU, rCL - I 1 r - i ��Ct 3c3(s.o7l t+bfr - zom.Li ,t�ttiou#toDi )13 7:10.1,4 :=Egulogifead H nog Jtyo _�S L C" rn }I -- - Ioz°3 Pam. iummstos pua uiar?sOrrd`osolgaa TUT I-9LL CIIE)x — T-ELL (us) — L ((117 HI` W9111014 1S uo ?Q SLR 43 a UCTRA-126)3°J . g'S 6iuno3 Lcuu - - - ----... .....,.. .„r, -MITT r@'CT OR'9fl111Y a • r Ui(U / U 1V.0! - - - - :;:: _1 . ect P o KA • i "" .. . 1.7 YES NO _ SOIL JNFOI2lVIATION - [. • 3A. ✓ Location of the sot tneb;mr3ndmgmap,legend and descriptions .1. iTIFIEE-TOCSOIL AR1P% 3TIS�.RESPG?1 W1 iaFrHEO EV�APERTOr94 DSETFIR.E�TCEOF 1 d SOff=PRnn1747ZAND IOC1Id1e 15EZhII3S1 TEI£AP oPirr�GovERMENTAGE cTim. YES NO DRAINAGE�RF+ _ f 4A. CC" I-A of specific pow where stornova ar cEscharge wilIleave the site]. 4B ,/ Idenffy all zevei g water or, dischargeif-rnrm m n•rd stor sewer,:identify the mane of the rrmnimpal opera-till-and the ultimatereceiving water 4C /9/4 _Noon of theme of potential ass where stormwafer may ear woundwahrx ' 4D i/ Loon of stortrewater systems(including culverts, storm,channel% and&Wales) 4E• AO Construction detas of outlet protection below strati water outs L., YES NO LAND DISTURBING ACTIVITIES -JI SA ✓ Location a Id�crunensions of all disturbed areas;with arms where vegetative cover will be pr esevered clearly de p 5B 1 . Loczious of soil Stockpiles and or borrow areas YES NO EROSION AND SEDIMENT CONTROL MEASURES 1 6A ,/ Scheduleof when.esa Cli measure will be implemented 6B - ,, Makuramice edn1e awl requirements for each measure 6C Location,dam,and fiction rl to is of perimeter set control measures 6E) V Specification and schedule for teary seMing,with areas to be seeded clearly tiesivatAd(inrhrtling seed lElheS,hdrIzeits.,lime and mulch.rates) 6E vi -Location,dimeridons,ccmstractiOn_ 711,and teams cfij all teanpoissiv measures 0 v` Location,bons,construction&trill, and _ specification of all pen aat=measures 6G ,/ Specifications acid riettls for storm.inlet protection is __RA Specifications awl defratl,c for a stable fiction_ entrance 6I N/A Specifications fh erosion and cMiii, control on individual building lots AILPascrmesugtcwnoultirTrigiSter,JISIVITLAs THrtiERECOMODMOINSC 4334UWBEEVA ATEDaS To THEMFEJ5123 BYA.12TI r IM 110.1WDWI Wi'1H17116geZWur.FA cncpsoE reIN D sr At WALIPTEM rRrrxtnala_ "inn ohur IlsteORMMION..21 r DESIGN CACOT.- ONS1 17 RE kiiiataNIED TO Fig1=2MILITAZSEROSION AnTo spDaidEN2-coivizoiAiEAsITAFT - YES NO PERMANENT iVEGETATEVE STABILIZATION IA. ✓ Stele when.each disturbed area will be stabilized 7B s/ for PeEMallent seerrmg(including seed mixes,fert ,lime,and mulch rates) - z u Ivacdi06/QC 96 r 4!/VO/OV 1V.kJ0 EROSION AND SFDI I ENT CONTh OL LAN . • TECENLCAL IrliV . COMMENTS - . • i . 1 1 PRaur ekga_ geEx Cameo,Jr-7-Y CEA1 - Pzgc3of_ .- I btc All t sill=and sedimrutcoauol measeres 4141VO an ilsr plans mad r4ferrix=11 ea this review rousimce*hc doiia criteria.ids Rod spepSeatioos=Sued'm t s Indrstas Haadboak for Esasioa Carmot In pcvdopatg Arras^fuoa<dsekaae=a PeparedeNiazini Resource;DivisienofSaii Coarcrtafirat Cr eusiffia-l?aid Datmtua6. I /1-7 o s-11 644;4 ,s I 4-c v de s T f A e �c.T o f S lid ..7 In crest id coi Pli+s r`5 .09t.r eet - Le- ill C dr kit r rr�+li�. 7`.t_g s'.1 .✓c1t4-' &rM� s/re..k _4a cays; P.,-e-.i «�Ilrr sfAiJd;v:e. s /de Ivo/ - - i I • . 1 I i I 1 1 I 1 1 , 1 i I 1 - 71.1Gruira,J,l I Lit/Utrao tt..,a rna MAMILLIVV4 .... Linz. ...A..G. ,..,.,., -,-.) , 7 � ��. '" In lq J._— l di _, ,.._, _ l�+}J ill i,' 1 a(tig _ill ili a:t �`\ fir; �� .'i 1 i fA i !iJl7] kr.``,'1. �� c �, - Jill y � � ") . Y' f:�---1_-- 1 . { Gie- f ( am ' ma y, `. = - - July 1, 1996 0 Dennis Grumpp,L.S. Schneider Engineering Corporation 3020 North Post Road Indianapolis,IN46226-0068 RE Plum Creek Clubhouse S. of 126th St. /W. of River Road Clay Township Dear Dennis: This letter serves to acknowledge receipt on June 27 of proposed construction plans for this project. Since this project is in an area previously annexed by the City of Carmel,I am deferring all comment to the City Engineer. Should you have any questions or comments regarding this project,please call me at 773-7770. Sincerely, ., :ei---Er,--7-710.,--, James W.Neal Transportation Development Engineer JN/jn:1km107-01-96.RA cc: Carmel DOGS Surveyor's Office 1717 PLEASANT STREET NOBLESVILLE.INDIANA 46060 (317)773-7773 City of Carmel DEPARTMENT OF COMMUNITY SERVICES MEMO June 26, 1996 To: Mark Monroe From: Mike Hollibaugh Re: Plum Creek Clubhouse - Landscape Plan The following are comments from review of plans for the above project. 1. Would suggest providing low screening of vehicles along the east side of the parking area. 2. The eleven Canadian Hemlock are very densely planted, and appear to be out of scale with the rest of the plan. of Gt,Q CITY OF CARMEL DEPARTMENT OF COMMUNITY SERVICES trQN �o. TRANSMITTAL Date: (I f qL To: 7rr/ tN dM f ic71J 17�FitI ,W - From: Mark T. Monroe Department of Community Services One Civic Square Carmel, EN 46032 ph. 317 571 2444 fax 317 571 2426 ❑ The material you requested ❑ For your information ❑ For review and comment ❑ For approval Quantity/Description Remarks: - Fw M Gy-F,CiK vF Gc.v 1;i-►cve- wit) — q'A3- �i C' t >12 t V - •V - GP-e,eA4 Gbi- HVNlTN/ G1%NTFi12 HatzE 714*N - . c —°lL 'f, 1 2.4 (P' rt rrN a- V - - (v V r�w.� �r1 . 4. l (NEtl r err 1 A-cam-+, StL.Z4 Copies to: s:\forms\transmit City of Carmel 0.: S a June 24, 1996 Mr. Cort Crosby, P.E. Schneider Engineering 3020 North Post Road Indianapolis, IN 46226-0068 re: Special Use application filed for Plum Creek Clubhouse Dear Cort: The Special Use application filed for the Plum Creek Clubhouse has been reviewed by our office. The following comments need to be addressed and plans updated accordingly: Application: •The application form is complete as filed. Plans: 'Comments on the landscape plan will be forthcoming. •Please provide the type of lighting to be used in the parking lot and on the clubhouse building. •Any proposed signage needs to be shown on the plans. •As a reminder, the entire parking lot is required to be curbed. -All outdoor mechanical equipment needs to be shown on the site plan and shown screened. •The type of trash dumpster fencing needs to be shown on the plan. •All correspondence from the Technical Advisory Committee will need to be submitted to our office. Please distribute your information, if not already done, to the members of the Technical Advisory Committee in preparation for the July 17th meeting. Further comments on the plan will be forthcoming once revised plans have been received by our office. If you have questions regarding these comments please contact me at 571-2444. Thank you for your time and consideration. Sincerely, 41% Mark T. Monroe Planner Department of Community Services cc: Jeff Thompson, Plum Creek Development ONE CIVIC SQUARE CARMEL,INDIANA 46032 317/571.2400 Data Sheet t Citation Series - Porcelain sockets The one-piece aluminum housing feature spring- is available in three sizes: small. reinforced contacts medium and large. Corners are for longer life. welded and finished to produce a clean, sharp appearance while Segmented. increasing housing strength and —- «e modular, optical ensuring weather-tight construction. �� - 1. system creates One-piece construction eliminates •-- -- uniformity and the worry of moisture entering from - consistent photo- poorly sealed top pans and side metric results. This panels. - standard Type Ill has a medium distribution for The Citation is designed to utilize increased pole spacing. An optional any of the following lamp types: Forward Throw(FT) reflector is High Pressure Sodium, Super Metal designed for perimeter lighting Halide, Metal Halide or Deluxe applications to eliminate stray light Mercury Vapor. and produce a sharp backside cut-off. Continuous one-piece EPDM gasket High power factor. Type CWA Ballast for maximum sealing. A--,1' designed for minus 20 degrees Fahrenheit operation. The ballast is The Citation is available in dark mounted to housing reinforcing bronze, black, sandstone or white. t c plate which ensures maximum heat- Other colors are available on sinking for long life. request. Paint is applied in a Three lens options: Clear flat tempered revolutionary superior baked-on — powder coating, which gives the I 8 141/4 y glass, clear sag tempered glass. or fixture an exceptionally attractive Flat Lens 4 3'/2" deep clear dropped acrylic lens. Dropped lens has a contrasting corner appearance. This unique polyester accent strip. All lenses are double- protection lets the fixture withstand I sealed into door frame. extreme weather changes without cracking or peeling. Finish is Door fasteners on the medium and guaranteed for five full years. Sag Lens A B C large have one-quarter I CTS(Small) 201/4" 6" 14y2" I turn releases. The UL listed for wet locations. small Citation has two I I CTM (Medium) 25" . 8" 181/4" captive door fasteners. Dropped Lens CTL(Large) 29" 10" 21" HOW TO ORDER LUMINAIRES Select appropriate choice from each column. Luminaire Distribution Lamp Light Source Lens Line Luminaire Options Prefix Wattage Voltage Finish CTS (Small) 50 -PS—High Pressure Sodium (Small) 120 BRZ—Bronze Paint PCR—ohotoeectnc Control 3—Type III 70 50. 70. 100. 150 Watt F—Clear Flat Tempered Glass 208 BLK—Black Paint LL—ess La'o FT—Forward 100 SMH—Super Metal Halide 240 SAN—Sandstone Paint FS—=using Throw 150 175 Watt 277 WHT—White Paint FD—rouble =.,sing 175 ',1H—Metal Halide 480 SPL—Special HSS—House Side Shield 175 Watt MT—Multi Tap PLS—Dolycaroonate Shield DX—Deluxe Mercury Vapor NO—':o Options 100. 175 Watt CTM (Medium) 250 HPS—High Pressure Sodium (Medium) 3—Type III 400 250. 400 Watt F—Clear Flat Tempered Glass FT—Forward SMH—Super Metal Halide S—Clear Sag Tempered Glass Throw 250. 400 Watt DC—Clear Dropped Acrylic MH—Metal Halide 250. 400 Watt DX—Deluxe Mercury Vapor 250. 400 Watt CTL (Large) 1000 HPS—High Pressure Sodium (Large) 3—Type III 1000 Watt F—Clear Flat Tempered Glass FT—Forward MH—Metal Halide S—Clear Sag Tempered Glass Throw 1000 Watt DX—Deluxe Mercury Vapor 1000 Watt I ' I I I Ll EXAMPLE OF A TYPICAL ORDER CTM-3-400-HPS-F-120-BRZ-NO STERNBERG VINTAGE LIGHTING y .r 1 Al \INU 4 ) "•. — i ` � a - s l. I ;'�(( 147 .: ......,_I. .::,to ._., .44,`. ' 'rig =1 ivy .=‘-'?',77,."- � ff.r ! i dx .C. t ,. `. �4 4.1,1,1 .441 '+CNN T - 4,7 .wow _... .. :- — iii-LA"k- '1- ,,, ". ....;.5.1rv.‘ - . ..,- . _ ...•••••"°°.°<.."' -ems ` _ A..,-1. �r1... ' 24- 1 -•:- 8835-BB pier unit shown in verde green and Assembly of 3-8878PM and 1-8830 on 3912 T ailroad Station Lite on 3900 RR post shown clear textured lens features our unique eight- features our unique eight-sided cage with a in black scales 11'overall with our historic side cage and dramatic roof design. This handsome roof design,vintage filagree brack 21" reflector 8'above grade.When 9'above series scales 10"wide(11' "on diagonal)x 24" ets and old world post.Shown in black wittii grade fixture height is selected the overall is high or 28" high with the ballast carrier clear seeded acrylic lens.Overall height is 110' about 12.You can have 8'thru 14'reflector photographed.Available in 35,50 or 70 watt with 8'pole,12'with 10'pole,etc.Can be sup- heights above grade.Clear incandescent can high pressure sodium and 50 or 100 watt plied with two(on the side)to five lanterns be used but most installations have 50,100,or mercury vapor.See post assembly on page 11 (four on the side)and up to 100W of mercury 175 watt mercury vapor or 35,50,70,100 high or call our plant for other mountings. vapor,50 or 70W of high pressure sodium or pressure sodium.When H.I.D.lamps are used, 50 or 70W of Metal Halide(max.)per lantern. closed bottom 91/2" refractor is added to im- For coordinated wall bracket lanterns specify prove distribution and reduce glare.Ou Model No.8878.The larger scale No.8930 is Railroad Lites can be used on our other po s. on the front cover and Pages 23 and 41. Wall brackets are available. i ORit C ` , i •t i +e' ,;It11 111111111! _ ' )s... ^'r .y 11/tMN ntl—Ill�lllllli� 1 1 1 • 1 , .ii _ Aft 4 i, _ i ) Mi . • - ,,, :, ' t Kruse Meadows Mall,Lake Oswego,OR;shown is close-up Las Vegas Plaza Park,NM detail of Twin A850,508 on 478PM arms on 5"dia.fluted post Morrow and Worley,Landscarpe Architect #5718-FP with overall fixture height of 20: 33 STERNBERG VINTAGE LIGHTING FIXTURES 7.1 1 I�(l. If IW ii r' iiir_,...-- n ' ........ ------Ablir..., ,..i..4100., . W _ . , .. .. I Railroad Station Lite is an historic reproduc- RLM SP 18 is shown in industrial style shade Clock Tower RLM has a dramatic design that tion scaling 21"diameter and 8"high with our design that scales 18"dia.x 16"high with our allows for high wattage, integral ballast and polycarbonate(Lexan)or acrylic refractor.Fin- polycarbonate (Lexan) or acrylic refractor. larger polycarbonate refractor with Type V& ished in the same color as the candy-cane on Also available in larger 20"x18"high size for III patterns. Unit scales 201h"dia. x 18"high. the outside with a highly reflective white coat- higher wattages and heights above grade.The Our hinged cast refractor door provides for ing on the inside of the reflector.The ballast is exterior is painted to match our candy-cane easy relamping and cleaning. The exterior housed on the post base.See pages 29&33. pole and the inside is coated with a highly matches the pole and the inside is coated reflective gloss white. with high gloss white. — c 7 MV 50,100 or 175 watts 100,175 or 250 watts Mercury Vapor 175 or 250 watts HPS 35,50,70 or 100 watts 70,100,150 or 250 watts High Pressure Sodium 100,150 or 250 watts MH 70 or 100 watts 70,100,175 or 250 watts Metal Halide 100,175 or 250 watts Hili II =' r .� Y '' Radial Wave Station Lite scales 20"dia.x 12" ..,. 1 _ r t '•,.?r. •,. , ; high and is another authentic design featuring * ;� .' 't• �y, • �`••. our polycarbonate(Lexan)refractor.It is also II --- '-r - a . .•+'• 's available in a 16"or 18"dia.size.Some lower R Lis:_ rk 1 wattage units can be supplied with industrial , ••S �' s.. : type glass jar with cast aluminum guard.The ;t,�,;,, 4,1 rK3_ Cali.:, exterior is painted to match our candy-cane � ,r pole and the inside is coated with high gloss ` white. J. - - _ _ ' ' 50,100 or 175 watts N` 35,50,70 or 100 watts 70 or 100 watts City of Petoskey,MI,Bay Front Park features dramatic 35 tall flag/banner poles by Pole-Tech,Inc., E.Setauket,NY,with 44-Sternberg RLM24 w/glass jar lamp protector on RRPM candy-cane side mount units w/50w HPS and a dozen or so RLM16/450RRT poles 12 above grade'70 watts HPS;all in dark 9 red.Beckett Raedar Inc.,Landscape Architects,Ann Arbor,MI.