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HomeMy WebLinkAbout97-07P_TIMOTHY EDWARDS MIDDLE SCHOOL_ARNOLD WAY0 DRA WING LIST EX-1 Key Map EX-3 A 2 Roundary Man EX-4 Existing Conditions Map P-1 Phasing Plan LX-1 Site Demoliton Plan LX 2 Site Demollton Plan LX-3 Site Demoriton Plan PR/L -1 Portable Classrooms Relocation Plan L-1 Site Layout Plan (north) L 2 Site Layout Plan (south) L-3 Site Layout Plan (north/west) L-4 Site Improvements Detaffs L -5 Site Planting Plan (north) L -6 Site Planting Plan (south) L -7 Site Planting Plan (north/west) L. v /nr%rrrr�„niJ Irrl/Ye2 firs Q1���e„�, Din n Vr,bl4r y, W%J I%d rr / ryQi/V/� Vro[cl / 1=11 L -9 Underground Irriga tion System Details C-1 Site Grading Plan (north) C 2 Site Grading Plan (south) C-3 Site Grading Plan (north/west) C-4 Site Utilities Plan (north) C-5 Site Utilities Plan (south) C-6 Site Utilities Plan (north/west) C-7 Site Utilities Details C-8 Erosion and Sedimentation Control Plan (north) C-9 Erosion and Sedimentation Control Plan (south) C-10 Erosion and Sedimentation Control Plan (north/west) C-11 Erosion and Sedimentation Control Details A-1 Lower Level Floor Plan A 2 Middle Level Floor Plan A-3 Upper Level Floor Plan A 4 Building Elevations / Sections L OCA TION MAP. Not to Scale A.QLMF �F,E 1 a pRkwooPINE o°moo Cl- p'NF K �iEk OR/ 6iRCh °FFA,y00° CIRCLE KI p� _ RRAy Rp40 RN 0 tiiLL °R/t'F �� DOOh'0 Y Qg�� Q 0 R/ L O OAS oRq A rn J Lqu �REE7 TRFFT LANE INC RD War 2p ✓� '0 cqNF �A� f °OOLq �p j FS/TE Afqp q ROgO STRFer o RDA jV&U R+OGEFIELD RO � l �Rqk 4t*a eRF TER ROPO r�° q° 1 kR °Ri�,F FRS �Z E00 ROAD z Z z ROAD C0 yFOgN z .. .-- •' ti � _� 'y0 R0"o `bo^ o y p� CUES TER r o � r O Z J `� 30 � O� �r ' "FMiN 1 ,IV Rog TU yy, . 0 sr o� w -41AiG S e R)A R040 Q2 Colla,b ora ti rffothy Edwards Middle School 100 ARNOLD WAY SOUTH WINDSOR, CONNECTICUT Owner South Windsor Public Schools, Dr. Joseph L. Wood, Superintendent 1737 Main Street; (860) 291-1200 Architect/ Landscape Architect The SILIAIM Collaborative Glastonbury, Connecticut (860) 657-8077 Board of Education ve ZONING DATA BLOCK= Current / Required Proposed / Provided Zone- A-30 Special Exception for School Use Minimum Lot Area 30, 000 sf 28 acres + Area of Activity Minimum Lot Width 120 ft ±946 ft Minimum Lot Depth- 150 ft ±3000 ft. Maximum Stories 2 112 2112 Maximum Height 30 ft 30 ft Max. Building Coverage 157. (4.2 acres) 127. (3.35 acres approx.) Max. Imperv. Coverage 357. (9.8 acres) 307. (8.45 ac.) Minimum Front Yard 50 ft 50 ft Minimum Rear Yard 50 ft 50 ft Minimum Side Yard 15 ft 15 ft Surveyors:,1o,�.: ,� � �...�_-——�. .a- ° ---�-- yy yA` ' Civil Engineers Land Design Profession&fs, Inc.Tit South Windsor, Connecticut f,, t { , ' .- ` `` (860) 291-8755 rta Mechanical / Electrical Engineers- 6 A, Quinlan, Giannoni and Livingston, Inc Hartford, Connecticut (860) 236-4288 Date: PrniPr'--t A/n : • r v, v v � r� w. Issued For Total Building Area na 215,,199 gsf Typical Parking Space 10 ft x 20 ft 9 ft x 18 ft Parking Spaces 1 per 250 gsf 405 s 861 (9 HC) Parking Computation (maximum evening use)- 1 space per 2 seats in Auditorium 304 1 space per 2 seats in Gymnasium 75 57. Surplus 19 Computed Total ri -.. ( AONWI- ?\ loop) U t Waiver Requested Waiver Requested (see computation below) 6:.'-c,'a Al tNG.k! I/2I/97 Rev. 3/271 - 7 and 5/2I/97 ASnan nn vvV f V.VV Planning and Zoning Commission Inland Wetlands Agency / s Conservation Commission 3 Water Pollution Control Authority h I 2 3 4 5 Abu t ters / T. E. M. S. 1/97 The 0 CI A E MAP REFEREN( 1. PROPERTY I "CADASTRAL N CONNECTICUT". 66, 67. 78 do 79. PREPARED BY QUINN ASSOCIATES, HORSHAM, PENN. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300B-1 THRU 20-30OB-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORCED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. THIS PLAN WAS COMPILED FROM OTHER MAPS , RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION. IT IS NOT TO BE CONSTRUED AS HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE FIELD SURVEY MAY DISCLOSE. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. RICHARD P. MARTEL 12882 LIC. No. 54-38 54-39 ;4-64 54-40 54 -63 54-41 / 54-42 54-43 54-44 54-45 54-62�` 54-61 C� 54-60 z. 54-59 KD 54-46 154-58 � m 54-47 54-57 54-48 ' 54-56 54-49 / 54-50 / 1-01 54-51 53 12 Frederick C. Kopper 53 13 Charles & Elizabeth A. DeLuca 53 14 Michael T. & Tracy H. Dorsey 53 15 Edward B & Suellen Stevens 53 16 Ronald J. Saunders 53 17 Robert E. & Paula M. Donald 53 18 Lewis B. & Marilyn M. Gaffen 53 19 Paul R. & Maryann Corey 53 26 Wilbur S. & Phytlis M. Mann 53 27 Walter J. Cox 53 28 Thomas G. & Carol H. Dennis 53 29 Cynthia A. & David C. Load Micchel 53 30 Alfred F. Yocavone 53 31 Cassandra Mary Sullivan 53 32 Margaret M. Pone 53 33 Mary L. Wimbish 53 34 Allen H. & Mary ✓. Bohls 53 35 Marvin F. & Alice C. Eisenberg 53 36 Dorothy T. Cottle 53 37 Thomas ✓. Broderick 53 38 William R. & ✓odin e M. Leahy 53 39 Gregory P. & Mary K. Vassar 53 40 Marie C. Smith 54 1 Robert M. & Josephine P. Kay 54 2 Daniel & Maureen Foley 54 4 Herbert J. Matthews 54 5 George M. & Cynthia D. Gen tile 54 6 Isabelle S. Budarz 54 7 Grete E/genbrod 54 8 Lisa Wolf 54 9 Michael & Joy N. Murowski 54 10 Francis J. & Dorothy C. Coleman 54 11 Nadia S. Tedford 54 12 Linda S. Chambers 54 13 Richard C. & Joan L. Dogneeu 54 14 Marion Gray/Leon Gray Gray 54 15 Frank & Emma Damato 54 15 Dennis P. Robinett 54 16 James A. & Georgette H. Limoto 54 17 Henry, Est. of & Joyce F. Morris 54 18 Edward J. Corcoran 54 20 John M. Damato 54 21 Raymond G London 54 22 John J. & Elizabeth H. Kerrigan 54 23 Stanley Kucinskas 54 24 Dewoin A. Greer 54 25 Thomas P. & Aileen M. Lawton 54 26 Peter J. & Sandra E. Patten 54 27 Timothy R. & Christina C. Finnegan 54 29 Joseph Domato 54 30 Realty, Inc. CIL 54 31 Norman W. & Repet to Armando Adams 54 38 Daniel A. Lopenta 54 39 James R. & Joanne D. Dumond 54 40 Michael W. Goehring 54 41 Thomas F., Ruth T. Griffin 54 42 John A., Connie M. ✓onty 54 43 Joseph E.M., Eleanor /. Minguy 54 44 Michael R. & Michelle K. Blezerd 54 45 Chester W. & Yolanda Sullivan 54 46 Emilio Stefan Olejorz 54 47 Richard S. & Charlene M. Leaay 54 48 Demetrius M. & Faith C. Hnath 54 49 Margaret A. Johnston 54 50 Patrick J. & Mary Poirot Harper 54 51 Walter V. & Rita L. ✓andro 54 56 Casimir Bednarczyk 54 57 John C. Dougenik 54 58 Evelyn May O'Connell 54 59 Robert F. & Maureen D. West 54 60 Jonathan D. & Christine Gehris 54 61 Donald Ginsberg 54 62 Nancy L. Casse/lo 54 63 John P. & Loraine C. Ama/o 54 64 Christine ✓. Doyfe 54 137 Brion T. & Christine R. Gooding 54 138 Patricia Lee 54 139 Frederick E., /// Gerber 54 140 John E. Arnesen 54 141 Viola N. Mahoney 54 142 William J & Margaret C. Garvey 54 14J Philip Foster Lamm 54 144 Joseph A. Vedovato 54 145 Dona/ R. & Mary H. Govini 54 146 Frank M. & Joan E. Deaney 54 16J William H. & Virginia L. Atkinson 54 164 Normand R. & Pauline A Gamoche 54 165 William T. & Susan L. Gren/er 54 166 Anthony W. & Susan A. Borgen 54 167 Robert P. & Nancy A. Lohmann 54 168 Barry R. & Mary H. Noonan 54 169 George F. Jr., & Mary Ann Elliott 54 170 Peter J. & Carol Delaney 66 5 Paul G. Kuehn 66 18 Moo Yong & Hee ✓oo Lee 66 19 Carolyn E. Schwartz 66 20 Guy A. & Eileen M. Redden Mattron 66 21 South Windsor Town 66 22 Rosario R. Angelica 66 23 Richard T. & Teresa P. Lindberg 66 24 Walter H. & Mendenhall Sorenson 66 25 Michael F. Bergeron 66 26 Susan J. Shephord 66 27 Huguette Giroux 66 28 Timothy N. & Carol P. Obee 66 29 Arthur P. Korahelios 66 30 Carol V. Kinder 66 3l Reed ✓. Marshall 65 32 Michael E. & Loura M. Socho 66 33 Edwin D., *. & Rene C. Kenyt n 66 46 Richard Ericsson 66 47 Donald R. & Murielle J. Paril/e 66 48 Julien & Lynda Quirion 66 49 Lori B. Miltimore 66 52 John & Carol A. Salcius 66 53 Don E. Elmore 66 54 Helen & Elton Knowles 66 55 Robert D. & Rita G. Gagner 66 56 Richard M. & Karen J. Czav/a 66 56 Lutheran Church Concordia 66 57 Melvin G., Jr & Florence A. Cox 66 58 Jeffrey McGill 66 61 Vincent P. S/co 66 62 Brian W. & Lonnie J. Adams 66 63 Raymond ✓. & Pamela C. Morro 66 64 South Windsor Town 67 1 Joseph T. & Verna M. Beyek 67 2 John C. & Stella McCann 67 3 Penelope A. Jacoby 67 4 Gerald N. Ackley 67 5 Joseph F Zabko 67 6 Dennis J. & Mary ✓one Evans 67 7 Eugene A. & Nancy Charon 67 15 Alexander F., Frances Rose Jones 67 60 Angela B. Johnson 67 62 Donnie L. & Susan G. Hannon 67 63 Nicholas M. & Olive E. Daiel/o 67 64 Jean E. Zurbrigen 67 66 Edgar E. & Linda R. Brown 67 67 Paul P. & Pamela J. Bourque 67 68 Patricia C. & Sondra Westbrook 67 69 Alan C. & Marilyn P. Mis/op 67 70 Leszek & Halina ldz/ 67 71 Barbara ✓. & Richard J. Rossitto 57 72 Mono G. Estey 67 73 Claire A. Repoli 67 74 John A. & Patricia ingerto 67 75 Paul T. Lysan 67 76 George W. Gates 67 77 Town South Windsor 67 79 Virgin L. Noble 67 80 Daniel ✓. Drost 67 81 Marjorie Ann Hardin 78 16 Harry L. Welles 78 17 George P. , Jr. Spring 78 18 Robert E. & Gail D. Foss 78 19 Barbara Legoce 78 20 Angelo P. & Audrey W. Longo 78 21 Earle F. & Dorothy Armstrong 79 54 Anne K. & David F. Welles 51 LIAIM Collaborative d1 QIWg&jya�CS c nxw Talon"* &V &V-W Fsx AV t3S7-M *(M@C/GI'1E' ftrilq Mai" ❑ 2B/Fam)i*A)ww FNMVM CwwcW Teel >ha►e &V &V-&T7 Fax &V 877-W *sign ofesslonals, Inc. Clvll Engineers • Planners • Surveyors t65 Swth S.t.Ot. h4 South Wkd.or, CT 06074 Tel. 060) 29t-8755 Fex (660) 291-6757 Timothy Edwards Middle School Foster Street South Windsor, CT (41C)vk 7%=7=7 0 100 200 400 A).ir X/Wr h d For Key Map Lbb LVnX#VM rlbff 1121197 1001 EX-1 ft#Abw 95M.00 I s Land Use Suemitfals 1 2 3 4 5 AI Ci E 1 1 , 1 N 6O A64J• ,, j tt5'YlG ('h'E-" •FE NU7L- N.n J11 1 YAP 64 LO' S6 434 rMIrR SWE' 1 CONCORD/A LUTHERAN CHURCH 13 91 N/F 70)W OF SOUTH WNDSOR TOWN OF SOUTH WNDSOR �- - ,,, YAP F057OVER E S 71tfT-, nn ` \ FLOR/E�NCE A. li o/t E -- -- N 057870 W H 66-W57* W '0309 �. T2mn 17%' Jrxfth `lliOfYLaot • _',�� '°n aW JVAN Avrtax ItOiPH watwaR oorr °«,. 'O \ MM lxlbe me r W ea„ I O \ APd173. b9VI YAP 66, LOT 50 V t Tow or Saab W-.Wm C78CI� MAU. L ` 1 _ ----- ---_-` 400 FOS" S7RfFT 1Sbhc caesrrm N/F 1l to � Wke6m. CT ` /tmn IYi t Sfxd ��1%iied ,t `%t>Wn of �Nttit (4iitd�0t N A+eNI:�1wAN Ayt'MK tgVth WNIJgW[x1NA IaetA ,.wa41IN4w AVkMA a1wMw.Nowd1. 4JONM A° oEFFREY MCGYLL ` Oar Mail -Mir (n It Be. Aml W/ 72P T1mum Bd-.0 KWdb 3Omi Ailltlm Mud 6.:94, 14bruay S, t99/ X, � � w. rr• prawd m adv.e 7a. fLt mn Plm� ! �.ado6 txr.mirfoa var�a m Ape Is.:91r m �1 (�/7f - ` 41aaYe wIh aedllkabr t1r War as oftnad Vm.2 fW for . sp.de N•g16r m AttlriAW36 d the Tomb, �drioa tad 3Ye tti d T7.wio0sert br tDr etp�lor d'I1nm1Yy Hdaafi MSddlr (71Cj School m pop�fnoy�btaY'a r IDD Almil wq. A-7D .ox iortt m y� pryluetl bT SIUMt ��d Salon w`u Mr lorr�h :inu blfwly fRod$latlotr/9lOIO.OD.rtl re.Yal leaadt MwthZ7.19W 7W lyµatl 6ln►p 12M. BdW1�t SLW KA W IMu . CT 0 ndg' P SA1e1h Road 3a91b Mladta, CT 06VH 16h South -C- R060 1 Prior b ma�taCaamt d aeV dr wad. a a mf3� mw Ile � teas Totem Saw. tiwM W aidelr. CT Dsme No Der h1.owt - \ 4 OWMi>rQ Pit adl is -ad aW ba fYd a ybrz floe twee Elad is We Tows (it't (M1ee Re. APpI /9.7.O7P. Ti io FAwa1a W.Idle Scbool Fin -Aeon RR 100 An%othy ld anb Mlddlm Bd.oa1 S ay SO M W rA / 7 7hi. appkria i wb}d b the mdY10 dyp��o�d d th, [dad wMlaoN 8(ri7rH WINnBOR, CI Z \ /Yf Apuy/Oebenulmo �aomldon hrJadsR a 4al is br auaad ( $3.000, At the Mrc'L S. 1997 WAX media[, bo head wwLmW A�+OcJM.°tattvtim Caemwoa apgmd �, 4 An shag ppie.aa k tsiokw! pia m katwata d. Ckttfk- d OwpaeT pa 9.ctlmo 4 1y 10 d 147d7P. IwAKC pe®m a�the ,otatp , ��b IV ad.. yo �.P1M�lddfe the Zoaia6 R.pttdlelr. prtp.cd by SIVA/M/ CoOabarNewq, A lRtgo�eec¢ Nabltr 970M.00 dad d.ad Mad 3, 1997 • , V J .q.m.,f b aWjat m me b1r.4tS m.daloea: The South Wlndwr W.ar tbuudm (:9ntxo: Authority, d !b ,agmlr meetlxw d 1 -A 5 Foo ttis firma. as -mm d if 1` boillia, bw a Wawa. February 4, 1917, Pm mPP(aat fan ttr LV.- i io the Town. aawata¢ wy- 1 ()ae C i®md rm adha as d plod Ina rile ceder wpodmoW tiaa9a, ama iA mhmlaed d the T-thy Bd-do Mkidle school AdWdm at 10D Aneld Way. a mare- 6. Ail plat dad 4 tb aid 17 the davedape nwr bar the teas dad atbacmd fiplra of be a f W lit ewer Se dmp4d wi6Y (d d10� d VF- pore 10 airy cmnoctka apedlkaliy mtlown m artltiei Turetkty lldwatdn Mfddle Sdbol )00 Annld Tl1i d3tlah wbdw, a <4Ysy oa the dr. Way Smth WhWd .' Nojert Nw 99010, Vmwi%No. G2 r Pp.�d by L-0p O ' qS 7 Andimawwd • Damp Rcdaw C."". fouler tglaad on 6. prams heat pia to Media{ 2. (:mataaba aaUitha Wei he nbpd b be Wp-.l d ba'r- Faigloaa rMft-a1% kw of South W itd - CT rd B/L/A/M CggmbaaaMra d I. h Y nee -a m Ito �W+ Bte hahawl-ar M panmd d tha low"a- d F-W smote .4 3. Thr egpiSdafoa ah.g ad®dfy dad ho(d hmnir th. T-d 3olah «bode[ wim q ad dity U-Wbay, CT, aced Ian TI. Tf97, no tnldma, ace wWjaal a the bllawitµs And[ way, ad r AYay Saar rid fits pad. nhkh d4a dolt 0m tM propowA 9p..em a ace o1 tom- 9. The auwttq tmaadatmu Pad b Bear d the baildsq dnaW be into b be caooraa. a The pamY u v.Id b tM yyeenacss daha0 egie m Math a. ZOfR h nr bew IMANJC'. i 'aiauwl approval d the Town &p{nwr i 10. 4,18-doo , dad 4ktWh d='A be aowa. pdi� m sotlry la/owat(ay m) dagM1e/ «tied p.ora Boner.. u the I Z Lodowmal.Y.PPb'-i capoaEHlV m nla# uphtafm anw m1 aotitf' me Cammlaioa d e 7. Ftnu Aotn wiv approval ad maepfala of d wNYry mewmlt� rlaCw.i [aaa.r r Ida 41rr. Iakw m wtmrlm cavimtlon w78 he slue, one Nr ewer yne Ifa. bee ❑M.W .ttd C'1 _ >; 11. AD b d.+noon, p1aafka aoaR W..6 r pk and fa and tea d.M mrlak -" for t- fnapft-ad by "Town mtdE ud bead upon the writhe •arf8taeion of $ daaa. n.10 3, Ali app -b cegdlad doe be obuied and WW bmed prior m aty acd ty m be k.. the Tlwm etJf flat acid arJtay w+ra lhr wa nrWkd m aubaoertiei 2 Y v 12 The -Judd 9pwbu liraepbe lam toner ba eogdaed and B:d m de Tow (Yh'a fn. tie 6. A aogat petsmn W W he YeMM m the piad 4u Authority, whh We doge Per P' 1' •d ppro try ta 1 3R •Pat+ aaaplo. wY fade dews apm 11t Atitl.dbry, ad wona(.1 Town rasilb" and . -b-1 on Burk ad «ha masPr>mt mElue d 3hcA1n Ws-3, 1. 1 13 vrah be.bre oadtAcawm, ta,dhr: 7 (ek�e�loo b �e ..paro *A thoiJo the awoupa of 'a- .� S.M aw i.. eadd"MmmumT� ieclm,ilait .pedfldadr r r.(tri� m e.nttvy newer r>aildTUAfon. I -- _. -- hued (bee tt gin ogds d be emYe mm d plea osr 6e .oharrd b bu Caarlydon «tbb ]o - _-_ nay. b be and igad. The here d sgmtwd d tMa Canhdoa. twR r the ImYad 6 f'eorJoB plead ataotl We drarlam halo ia3 b+ r ton appocal d dr ZaikerwatLnb ] Admnrh tmoi the ca deli be prmided In a imtlm r h•.x '•. wrlaWe ABcoey1C.. .rim COUMYmioa. aim ie tepacI , m be aybn Fa6w®m Owkror. Aft- U. n ;.m. my Ln ha4a Eem rifled by the (arml�am. dwy wig he mama[ b ym !a Mail to be 9. Mdmrmnd arhedde fa Iagatbo ml ckatry d dieddadom be and be arh baba dean , ��d yaw,be yabe won hw final ep tuna 1 11 Iiu Off m of the Town CirY rilhU 90 dqa. AAft,f ag dame pLa.. opy d be maa(pt wet W be id w on be ft- plam. o, 1 ,� ,m:bmirtd m dw ('lard i)�amea. m Vey WI,,y your[ - i Vay fall you., Vary V* Yam. INIAND wbllANt) AGFUNICYI PI i TAN�II(//70 aoMminsllc)h owPt{is'.'` I zvAnON COMIGSSM W.w Pollution Cmna Amth.," 1 . 1, 1gb.a4 (i. tAwani. C7aomta Vbv b 1II KT,.,m, a: T-u Fioeima � = ► ath- G.:Ilgan Towv Manager AWBml .mq a � (MCW or Or BmfiBgt ()rtkvl Kett" T C,arIUM i -lot d Pb* worm �I 1 Pre M.d.. a Rxladm codtvl TDDOmdw�°� land,. 11x Ku �a Da wh, PYmnicis 3/1/AIM CW*ot. ire, L... 9D Olaamalaoy MM, ofOBS 3IVA/M c:altabarti.e, b t:iwmbay 11Mt. (a.a.ealay D61n3 tolm C'ogfnm, eJdd Builduig inpecbr 0X --J i I ° J 1 � , RLh RAINBOW TRAIL t 171,ARD Alt 1Op•. IIATUi ND`, i9tI "1,WIAFRI, Hf AO`. (AII-RI.i), wl nl NI 11 "41,S PLAN 1'• BA`.i' 4, I - PAt:'fPI "II Fe: IREF ; A 11 SLAIE - 4F1R5A :nNP f!It n M A4:-1 tXallN Mh 4. !(ltll SCALE 4C fA et` 4Pm 1.Rf"PARCD P, IM A "CO A1WAA L` AN .! '.xf 4 h HF F' R 'IIN 1, MI, Yoh d;l, 4(1 li 4. 0.1 rot. .;I fit, SIA 7T+ ( ;AN a '91.5 PRE Pa4D R` R(.1� WI: f A FS 11r5. iF. ' - MNli�.f LWk 'r:I f - -.aw Hill)54Nt: 1 4t %.".'AlIOD, D.n(: N 1. '.:IAI IRIPAPt. el A10EN I ., '.i f tD1 PAN -PHASE I-HI44 Alf tVATE f b7ER VPtE. S1A)il' ,MND yN,. 1JNN- ll%AWfR AND Ik VTLOPFR RAYM)eN FOR!MR h RENT VE't-,f iA .:.Afj •4(. FIA4E 1 APRd •a:1--'-^'-�- ----. _�-___.__.- _.. .. PREPARED Hr ,Nx1N .AWR1`NCf k A`'V, INC THUS "'' R1 AND SVPVEI *Rf I-IEPA1f IN ACI ORDANCL MIN < 1 �1 AN.)AW, III •IOMZ ON ACCURACY A,, Df1,NED IN Mt-RFCOIMENE41, STANDARD- F(P S(IRN'.`• ANT) NAPS W THE STATE ;m 'OYNLfICIY PREPARED AND ADOPTED 1 111E .-.9MFCI". 7 A1$O„ATV)N Cfi LAND S<:P,4 YtyiS, IN, Sfp Tr MM), / 199,' II. nNOVAJ fi'-I IN` HLIM fH1` V. H,`ANTIAI.1 t.4FtPFi'i e _ 1 +tltli 1�mn.aawwwaalweti.areawawaww 8-J4- E ..r .m.ww.ew.aaara-+.rt 11 � YM -xx LOT 17 MAP 3 i LOT ld 300 FOSTER SMEE I 29d FOS" SnMT 7 N/F' N/r `I Roawr E. & PAULA M. LEWS B. & MARILYN M. l DONALD CAFF'EN 9 Aavn > 129.I99' .Air � 65Sd$3� E � .ilr>bc -- -�^�-� - .. _ - a•Tc�'STf .. . - r'tt+"►TrS� TTT.Tw7"A'('44P4'- -- YAP 3.d, LO/ 29 MAP 3.r 107 JO I MAP Jix, LOl JI aL1P 5.E LOI .72 AMP S.x LOT JJ MAP 54. L0T 1/0 i MAP 54, t01 169 airy' S<, LOT 16d I 2rMAP 54 Lot 28 Y) IZX/7gV A91K 167 QLN77XI AWY£ 177 Q•eJ7ZW AP/ff I 163 L2/NI0V O9YHF 1.51 CLNMN AWW I 'AMP aw70M PWYi 125 ahvwh AQ/Y£ I IfJ a,wicN ORIK 9! Q'-N1pV p%1f NI)r N"r N/f' N� N� i N/t- N/r N/� THONAS a & CAROL H. CYN7HU A. M/SCHa & ALFRED F. YACOMWE I CASSANDRA MARY SUUJVAN MAR&4RE7M. PANE I MARY L WMB/-W PETER J. & CAR01 MARY ANN & GEORGE F., rk. BARRY R. & MARY H. DENNIS DAND G LADD I DELANEY EZUOTT NOONAN I � I If The S L A M CoIlahorative And&-chre ftffig offs l 6' L& d=M CdVb`W#W Sff*m Tft*?O w V G✓A�Mry DY t/�w��.JVaF LW I7/II I Amwe .W�p C*TnclR.lw �✓ FwWaft �. OX8 T TFu dV 6 3k1 W 67-68t77 amm JJP Cteded RPM l ff,=Ionals, Inc. Civil Engineers • Planners Surveyors )65 South Satelite Road. South Wi dew. CT 06074 1e1 (860) 291-8755 Pax. (860) 291-8757 Timothy Edwards Middle School Foster Street South Windsor, CT 0 40 80 '.60 AF.bw "/Y haled Fir Property Survey Resurvey 3796 ieo/ EX-3 QC 44 Mffb 9540.0R^j Lend Use SutvWa 1 2 3 5 0 191 6 EI I I I I i 1 . I -67 11V LU7N£RAYfV Qyl/RCiLI ' / xa77A / \�1 I r ✓ / xaa7 - - - - - - ' 9 I YAP 07, LOT 77 p YAP 67, LOT 77 O� V Y4P s4 L S , \ I N ` \ 4� ' _ ^ D - I ' , \ \ xana 1 I� t ` \ ` \ ` \ ` \ \ \ // ^1 1 -7OW OF SOU N OWSiCR b \ 70M OF SOU N MWEIS R \ \ / _ - _ I ;.., ` \ \ r ' 1 \ \ ` ` ' ` !sV / \ 6`c+- I x!•tsxW »rp \ \ \ xxr 6 X7Ha 1 -x aut - \ \ \ _ -�•.. ` \ \ \ \ Y J lOr , o-a/•�i--0-�4-0 �� o-o--Yo-N ",f^- -dl i ` \xro(e X94 XRa7 1 \ t Ian 00 \ I / \ 1 \ ♦ I t.l- I / % t 1 xxan \ xxLAw XA•[L 310 \ 1 I %.83l7Y I\ O t ( I 1 1 o \ - ' o f I 1 1 III I xaI.74 I IxAaN `• / (/ xsxAl aApo. \ \ xNaw wn•[ 1 V J I l _ _ Io1aEl \ a-- o __" o/-- ° .� o ° -- / 1 r[.-urea ` 11L xau• � xwa I o - - - - _ _ - / la4aa4 �.J� / /! \ \ , CIExmw , ,T wuy y \ \ 1 o / - ' - I r / / I IX n y( ` xsAn ♦ xsytL \ \ 1 0 `i /' / / I\ xne7• ' /� ..yy ri.ir ti`i«4 ' Y ° x>,u \ ✓ // 1 xto4a; xm4L A a•w�p- ' , / /fin / / / / / xan J e )a\ ^ f \ /! / / I .r- �.... I 1 1 QI '-fib/ _ M I ♦ t a en\ I �.' \ ' 0 1 � xEln \ n. osov 1� - 'r-�- ii•�a[ai: la�wJ \ \ \ ' y I I 1 x2 \\ , Xm x»w , -...- / Ina,+ 1 1\ 70tTL/ )r'b' I Ga 1 •\ 1 `1 x rA ' \ \ x' / xaEa ' / (\�) 1 i._N a7[, 1 \ )i`afe 1a! ri , , I I 1 1 • X- X2Taa i I ! xaalF 1 X2ara 1 \ , xnw x2N, 1 )t1a7ll / / / / / / / i �•• w ron AJ M • / ' n.u�°m.� / R. ( S xlpa / X*bn Ianw r a f O )O3L7a ' / ' / / Do4w •' � iL- _ �.,,a1Pr � ` i /�..�ot X ma Il f I f IntRJa ' / ' i•" •.� , � / - - �`_ o �(` � i w f >xJ.J f / xaAW ! [ / , r 1 A . ♦ ' ' % `�.. 0 T \ 1�4/ i Xa»a \ \act \ C \ C �\ / / / /emu,/ / x 47 � \.-._°-o- N6J 1T II ,0/ •� \ 1 ` rL..AE[4Z /''''� ;1, ` x7lua - _ �a ra - a r: 1c'>a /' xW74 axx�a4a jm. (kk) t 1 f � _ _• � \ � r ! , rl� -dFAA1 c U. / ' 1,. .. a Y. 1 ( / xx7s• , xsw I Z + /" \./ / ' r n► twm O mw'o4 \` / tS To2ur\ .t...n.La / a ! / , IX u / xLwrr 1 tf J ` o ,. i ' ' / ' _ - JU2 J< 1 f / R f / - - 1 zF.xaAAr..1� r. i i1scA7Nfa1 / / laua / \ ` \xkam X'IP // _ a C •' ♦t 4 C 0. ,y1 1 ! )„ \ 1\0 \ \ \ , ` R ,fa� 1.•.ka� ryt7d ' , / + i ' i ��r\ ' ' - u.1 \\ • ,_,,,,, cw~� C �� ♦ \ \ b3 �®` /l t 1f1 1 \ \ \ \ \ \ ♦ \ ` \ \ \ \ \��\ ✓\� \ \ J�`� ('"h� ` 01� a rr...IX>ic,urK,n`hr♦ J 4 /lFF....r1,l [\rJ lrn•N / >f.Ja/• i / J / r' �I ,p\\ / />iaJ 'w'+� � e / / / / / / J / / / I I / 'aa na 3 xax E:�] r1 uanstY 1 oasts J\ _ _[xai x^�.. _ \ 1 \ \ ` \ ♦ \ ` \ \ \ -7 ti/- :ice xawA[ x>w[» I S{` \ ♦ \ �/ _ \ \ 1 \ \ \ \ \ �- \- \ i riiaraao titii 1 I - a rA y_ cr• / , r / ' / ' / ` . _ 1 .,_- ."' i xsw[ \ 1 ♦ _ __ , ! x7wa1X41, , x>I4I4N 1 \ \ \ \ ♦ 1 y / 1 � �,•"� 1 j -{.Ao4Ar p uwl IfA1A. / , , � - . ` ` _ NOTES 12 1. VERTICAL DANM TAKEN FROM BENCH MARIO No. 70. MAP RDTHENCE N.N. 4 BASED ON \ ` \ ' 0(�'.1[r.-. 888{Q \ \ \ \ \ I I AV.D. 1929. \ \ 1 V J E7ty„.•__ Aa.. 1 \ ` \ \ \ \ ♦ - \ y 1 \ / J / ' / J ` 1 '" 2. HORIZONTAL DATUM BASED ON N.A.D. 1963, GGS STATIONS N°a 6574 AND 5672. \ \ \ \ \t 11� \ \ 1 \ \ 1 1 \ xt7A7t \ \ \ \ \ \ \ \ \ \ \ ! l I ! \ ),ofaa xanat 3. THE 'CLOSING LNES' DEPICTED HEREON ARC W711CMATICAL Lllf3 ONLY AM NOT TO BE \ \ 1 \ r CONSTRUED AS DOUNOARY AND OR PROPERTY LIKTS. )44FA4 4 / / w»A , ' / , �{ , ' J / \,` ` - \ ��• ,`` 4. THE TYPE OF SURVEY PEAFORAED 6 AN INDEPENDENT RESURVEY.ELLW 5.. PARf21. ZONED RESIDENTIAL A-30. \ \ 1 xTnaw \ \ ` V4_ a I to _ r \ »>t► ` \ xr7 \ I I \ , / / / ( AW NI I xz[.7! ` - - ` 1 \ \ \ \ 6. WETLAND DELINEATION AND FLAGGING HERE IDENTIFIED BY F1.RG0, 4D1 BUOQAND ROAD. 1 1 ra o \ \ / ,r ` \ \ '�"- SUTE 201, SOU1H NNDSOR, Cl., ON FEB. 24 1996. WERAND FLAGS FIELD LOCATED BY DES" PROFESSIONALS. INC., MAR. 16 k 14 T990. ` ��,! \ �.J_ ! \' \ • L \ \ / / ' � / ` XM \ \ 1 1 x'�L�m�r 1 \ 7. TOPOGRAPHY DONE To r-2 STANDARDS OF ACCURACY: f xCA L-Aft ��„//--" 1 r I !✓, \ ` t 1 I 1 1 1 / / / - / / / I r„� ` - a. IMMEDIATE VICINITY OF TIMOTHY EDWARDS NMI SCHOOL AND PROPOSED ADDITION. ` 1 ( % r-.Eua `\ \ L 1 ( y / \ \ \ I I \ `^'• � � ' � ' ' xt�« / / ' I ` ' � ,'•` ` b. PARKNC AREAS AND ATHELETTC FIELDS IMMEDIATELY SURROUNONC TIMOTHY EDWARDS / ` / �� �' �//•�'^^''``'\�� \ 1 1 ,- \ �+• / / / �.- MIDDLE SCHOOL e. 0 APPROACH ROADS TO TIMOTHY EDWARDS MIDDLE SCHOOL_ , ' Yr 1� , THE REMAINDER of THE TOPOGRAPHY IS 10 7 D SfANDAROS Di ACCURACY. / / tr \ �I \ h 11• xl4as• j �-� o� 1 1 \ 0•A"h.lr , / , / / / - '{ 1f wi 1 \ \ a Ct xTVAa[ ' f / ~ ° 10 _ 0 1 / / / / xMTw 1 \ \ \ \ \ '°'+r♦' I ' I \ s.Ls[ \ \ ._ T I ' ' / ' ' / / / / / xwaWi Y% DQ` x�•a� \ xuE.>tr \ \ \ a e[I \ sl..zax 6f )0•UE o _o o ' / rL.-.vns .OW / / \ REFERENCES-. , TRAIL xtatH � rA�a[Jo ar a 0 \ � -� o / / _ o � / 1 IL _ 1 t 1 ( t \ \ _ � `xw7 / ' / / / \ ` ` l \ 1. 'PROPERTY TORN OF SOUTH NNI)SOR BETWEEN AVERY AND FOSTER SHEETS NOLIDING \ 1{ rtwz. Jt ♦ rw rNtE w•tr �- o _ / 1 .I \`✓A 1 \ 1 1 1 ' I ' / / / ! I \ \ 1 ORCHARD HILL SCHOOL SITE. SCALE 1'-7D0'. DATED NOV. 196,. \ RAINBD NI \ Nu ri.sza ( <.O \ ` xy ° ' ° p \ly I xrns (FORMERLY PEROT'S ORCHARD). WITH NOTE 'THS PLAN IS BASED ON A MAP ENITIIID \ - \ - 1 1 u.E.¢n y 1 Ia9Ia4 ` \ 1 1 7 \ ` xEfaw PROPERTY OF JOSEPH 0. PERO tt-d. l0 BE CONVEYED TO THE TON OF SOUTH WINDSOR. \ \ , -�� \ rl-a[Fr SOUTH WINDSOR. CONY.'. SCALE i'-100', DATED AM 12, 1962 \ ' \ xT9a47 1 ( r1.waYr;"l.1 • (1 1 .\ \ PREPARED BY CECL W. BROOKS (NOTE THIS MAP IS NOT SIGNED NOR SEATED). OF"«O 2. 'SECTION 2-MAP OF OAX RIDGE ESTATES -FOSTER STREET -SOUTH WINDSOR• CONK'. 1 _ " �~ _` \ \ \ \ IX u. \ \ •{ / l I 1 ( ' _ _ _ / / ' / / / / / ' ` \ \ 1 ` - SCALE I -44Y. DATED SEPT. 5, 1953, REV. TO MAY 22, 19M SHEETS 1,2 AND 3 OF 3. PREPARED BY HAYDEN L KRISWOLD. C.E. _ _ ` \ \ \ °MO' !Af \ \ / 1 �tAc 7 I arY 4WN \ \ \ \ \' I • I °IT•A v I \ \\\ ' ' "•� ' / / / ' / / \ ,� 1 \ T7 • ur a u / / / / / ' `• ` 70- 1 'RESUBONSION PLAN FOR PROPERTY OF MILDRLD B. SLIT-•ODNTON DRIVE -AND FOSTER ' ' ` ` �� \ \ o •-• �S = rD,iY �� ���► �E 7� \ STREET -SOUTH WRaSOR. CONN.'. SCALE 1'-40. DATED SEPT. 2. IBM. REV. TO NOV. 30. 1961. ' ` ` \ \[RxE'4K Aaw.Vrr ■Mt 1 \ \ \ , a 7T;Vcf A04MQY [ rDYaE / / _ _ PREPARED BY EARL W. lA1GEK ASSOCIATES. _ I / ` \ ` \ � zA: � ` \ ` \ \ \ - / / I ° � \ 1 \ 1 \ \ \ \ \ I 1 ( ,' / \\ �•- •r /+ � i ' � / / ' ' / / / / ` -• _ _ -. _ 4. 'PLAN OF IXLCNAILD HEIGHTS STREET- / / \ 1 ' ` ` \ ! / 1 , / \ / / ' , SOUTH WNDSOR. CONN.% SCALE 1'-4 I_. \ DATED MAY 20. 1965. SHEETS 1,2 AND 3 OF 3. PREPARED BY HAYDEN L GRISWOLD. CE. 1 D 1 \ \ Im443 \ \ 4� / / I xA61r 1 IxanM 3) 1 1 1 1 0 I / / , / , / / / , r1.2p.l1 5. *PROPERTY OF JWN W. k MARINA gWIN-FOSTER S7EtE1:r-soutH WNDSOR-CONK.•. 1 1 ` \ \ ` ` � ' / / / )yam 1 1 t I L / t �� � r � SCALE 1'-4&. DATED MAY 196L PREPARED BY PETERSEN k HOFFMAN. � 1 + 1 . � \ xlnY \ � M �- ..r+ � / �. � / ! I Y ! "4 7 � ` �[i-�IRr t / t»ly� - 6. 'PROPOSED EXCHANGE OF PROPERTY BETWEEN NWAM C. k BEVERLY 4 M.(ALL AND YV •4; LOT 17 MAP 54 LOT JO " YAP dCi LOT Ii! ML4/ 6.E LOT Pf AE4P 6; LOT .R7 YAP dLE LOT Jf YM O.E LOT J7 YAP 6S LOT JlJ YAP 64 LOT 1J0 L[4P 64 LOl lF,t YAP 64 LOT YCO THE TOWN OF SOUTH WIHDSOR-FOSTER STREET -SOUTH NNDSOR. COIN.'. SCALE 1'+10', •TOO FVSRF1F SIRLE7 2W TLKTDP SnaErr 200 C(MtV A01E 107 aAVr N ABBE 177 a,VRM( DYNE f63 CLOn N LWW f1f aNrON caw 1.W CLN701Y ACHE f25 Li.Nrw OmW ffJ awrOV AWW w aAv70V Aww DATED MAY 1972. PREPARED BY CLOSE, JENSEN k MIU-M N/� Nk/,11' N/� 1 N/P' N/� N/Ir N/F' I I N/P- N/F' N/f' 7. *PROPERTY OF NORMAN B. ANDROSS-FOSTER STREET -SOUTH NNDSOR, CONN.% RC D?r � & PAt" M. LEM Q OI AMM XIV AL IifLiI AS nCty�#�tcCAROL N. C)NIN/A A. M/SCM91 # ALFRED F. YAA014.'W CASSMORA MARY SULLIVAN MARCURET M. PAAV MARY L WMBIW P£1FR d & CAROL MARY ANN & lf� T196LF F., 4A: B.iRRY R. d' MARY fL SCALE ITARY, DATEEWER DULY 1956. PREPARED EI uSOA E. SWIM OCi�IALD BEN LIDWI I DAND C LADD I I LaELANEY QlIOTT NOMAN e. 'SANITARY SEWER CONSTRUCTION -AVERT HEIGHTS AREA -FOSTER STREET -SOUTH WINDSOR, CONK-STA. 32+00 TO STA. 42+00'. SCALES AS NOTED, DATED JULY 1. 1971, REV. TO JAN. 9, 197M PREPARED BY JAMES S. MINCES k ASSOOATES. 9HILL ESTATES -FOSTER STREET -SOUTH WINDSPREPARED CORN.-PROPERT OF LO. MOUBNG CORP.".ORD.'. SCALE ESTATE'. DAZED JAR. 21, SOU PREPARED BY HAYDEN L 07DOF U&, GE. 10. 'PLOT PLAN -PHASE RAYMOND RESTATES -ROSIER STREET -SOUTH WWDSOR• TERRY.//-- °REPR AND DEVELOPER AWRENCE ASSOC,REM VETLLEUX SCALE 1'-40, DATED APPoL 1970. PREPARED BY JOIN J. UWRENCE k ASSO, INC. 1 1 AND YAP HAS EDI PREPARED N ACCORDANCE NTH SECTIONS 20-WO f THIN 79-J600-XI OF THE ROMATONS OF CONNELOCUT STATE ACO1°ES-'LoMUM 57ANDARDS FOR SNVM AM MAPS IN 1 I I I THE STATE Di COHIOcncuY AS OOORSED 9r 7FE CDHNECIICUT A550OA7AN OF LAHIO SAIVETDttS, NG 7IwS Sinir .a Swa iZ Litianii TAi ivaAw'ul.'i ciA53 A-Z V�iIGAL ACCURACY T-2 TD THE EST Or MY KHONID(E AM BRIEF. THIS MAP IS S165EANTIALLY CORRECT AS NOTED HERMK /tan R4°Mlp ► MjrKL UC. N. \ ♦ \ \ ♦ ` \ ♦ \ \ \ X. xlet,al rg 64 'or .5a \ ♦ ♦ \ \ \ ♦ \ ♦ \ _ .. .. o I R \ I IRA , 1 1 xui. ♦ ♦ o \ \ x1Ffn 400 SIRL£r ` ♦ ` \ \ \ \ \ \ \ I 1 I 1 1 1 1 \ o \ ` xM9 \ ` \ ` \ \ I \ I x,[ I _ o o ><a..A - ° - ° -• 1 ,m,. , ( 1 - - `� I I w 1 X41 s•a 1 \\ / \ f \ - Th e 51 LiAIM Collah o r a ti ve kcMechre Plawv kf&iars bvheeft L"bWe cons w#w swrkw TeCJi oko T�bphaGb,SfO dZlS7�-�Q7�7 Cheaked RPM ❑ OF>lrmiplbnAmm fainpkaim Cam" 0603NM Tab�a►xGrrs 8V �&V-�dl��j7 ' IOU W{/ V)/-WV/ eslgn oteselonals, inc. Civil Engineers ' Planners • Surveyors 163 Smith SatAte Rand, South Whi&w, CT 06074 Tal. (860) 291-6755 Fax. (a60) 291-6757 Timothy Edwards Middle School Foster Street South Windsor, CT C*t 7%m� 0 40 80 160 Abr" X/" LNf9d%F Topographic Survey (Existing Cond#ions Map) Date MffbW 1I21I97 �� AW I80? EX-4 4 T q #i,.w 95040.00 Land Use Submfflals 1 2 3 4 5 AI 11 ci DI EI 1 a 1 \ 1 Nr.T6.,• w . 66, LOT 36 � � y NOrF- cu lmirR sr>arr \ COr0'?DIAF' l \ \ \\ — — = / -- — 11 \ I 1 111\ rlor.L�• _ _ _ - LUTHERAIV CHURCH :'/ h\ , \\ I I \ / / _ J 1,..,� i \ r'J III✓/ \vr1 /It ' '� ` \ ` I �L — — -- — — / q I MAP 67. mr 77 1 I YAP 6z [m n YAP 66, L,T 57 I TOWN OF SOUTH WINOSOR TOWN OF SOUTH WINOSOR nFL OR, CLORaC C? \ 1 �~ �' f �— - J.JII'/ \ \ \ _ \/ 1 rrr �` Q n Q E l dsr-rl - aLasb yr. I -0-0 - M 653670" w - °- Y.=.4 -' ° -_° 4— \ \��� \ a I _ ` \ � t �_ \ � \ r.o •� �, 15 SXiE'\A/d7 aAV \ FF Y�McGILL- - - - - \ \- - - - - \ - J ~� \ �- l 0 ° o \ I \ I zoo ----�� \ II �� �` i ► ` 7 \ u \ j /0 I / l j- iitework for bdonce o occess drive, drop` -off- Qreo and por g 1, � a� > \ i \° I I ((80 spOc*s). n Tree deoring and remo s '� \ I r \ orthwork, regroding on seeding for restored ploy field. \ I \ 1 f I , I P \ - orthwork, groding and evegeto ion for north side detent. b \ ' \l I , \ I ' \I I / 1 _ I - Opntinue renovation of emonder of existing building. I ) ° 20 A`• us,o• 0J I .; � � � I Q [w` -----f------ --- jIf --------- -j ---- ° If l a It t IIAIL I '\ �a� J, it EMSTINO SOFTBALL FIELD TO REIAAW / , / / ,� I 1 ♦♦ /9,* r \ \ _ \ _ _ , - I rl, I , �- •I III i ° , I1 i III II / I � / ( II \ / ' / / _ '/, i / � ti \�2 \ \'• /I � \ � 1 � I � a ��o 9UR 6 - 96/ Year 199 \ 1\ J { � 1 I / } I / ` }' `, ,• ' ,� 4 Renovation of remainder of xisling Scholl IIf L IT I , I ' (� S / \ I I / 1 l.1 " _4 -- - \ `<' / / , - / / / / / I .' " y'i / ♦ - -- - -, L L ° -- - n - N 659677- w l It '-7 MMCR 7 1 1 '` \ I / ( O/ I I'I I---- \ \' 1 1 1 !_ \ - R 9�F / T ,, I , I / ate t Qos s to souths'ide\r \ I -- \ ` J f - - Sitewo(k/for n'try oQcess\dry , bus parking ond.stoff parking I / / \ •� 1 / i / - \ \ _l_ I I \ I \ \ \ 1 — _ _ \ - (102 aces). Bring pove�m�t\to binder\course only. Jree c��oring and rert�ovds \ \ C, Q \ \ — _ / \ I I I \ 1 l I i =\ \ ill' _ _ — ' - E:qrt4*oik, grad'n ond• seedingg\for nkw soccer.fields \ r'�- 1 I , 41 t �b \ \ ` !l \ E(xthwork;.�rodin\and tevegetotion fors uih side detention boon. ( f I �i° ( I l A \ \ /Begin constrpction on newbuidin a-Ution ! l f ° \ I 1 I 1 11II P` 1Il ;iolignent ExisigAthleic.ield\ \p\ I ( _ ;0010 II♦� -- _ _- - r = F(FMFy AROSY/zz I � 1997 70 FALL \ \ \ \ \ \ I / /l 1 ` I \ ! Kp 6� t I° / \ \ _ I - -- \ \ It II ` \ \ \ ( 1 Ij I / - CONSTR qON OF NEW BUILDING, \ \ \ \ \ ) I l / / 11 ( a l \° , / ' . i . f , I .+• _ — \Complete sltq work thrs'vr�, sumriner 199R. \ \ _1 I I 1a \ - �� \ \ \ ( \ I l a a\\ \ 11 \ 11� ' II 1 \ } 1\•, �- - -�--� //fr: \ \ i i \ \ \\ I I P/I I �E `\` a • ° / - Removo( of Paloble Crossr s and rest- \ \ 1 1 1 r a f \ \ 1 \ 1 \ j 1 \ \ `�\ \ ., I I I / ` ` \ ':� \ \ \\ ♦� I athletic -field \'' \ / 1 7- — `71 J (� U'`� u _ { - �` `- ° ° _ _ i/ /I _ __.�� °- ' / / I I, i1 \p \ \ \\ I C�j I\'\\ \. \\\ 1 \ ( Its-----�- -_�`�� / /r / r \ f\ \1 -- _ _ — -- \ \ \ r ' \ I \ C \ SJ ti v�\ l�� v\�j - ` r . ✓ti �rvwv�r r� v wry r\ Y �ti Yw`�r , y'✓ \ -. Y I f ~ _ \ I1 Is. --___. ` -___ _. _ ' / � � / -_ _ --_ - -_ _ -+-- -�-_-_ _-�'- _:-_ �/ 1------ r' , • y •rY,�\' L . I I^IQ' [/a` I - - - f �� _ - —T _-- / '129.199• - Ste, YMOZ- _ --_ - \_ __ - — ( `- ` \ - '� ° ' P — ° — •_ TO P ` • \ \ ` ._ J '7e -_/ \_ —� J G/I� / / ' I 1 \ I 1 1 \ 'I I` 1 \ i I I I / / // / I I I I I _ _ � MAP 31 LOT 17 MAP U LOT 15 YAP 5.z LOT 26 .YAP 5A LOT 29 MAP 54 LOT JO YAP 5.% LOT JI YAP .63 LOT 32 YAP 51 LOT JJ YM 3., LOT 170 YAP 51• LOT 169 MAP 5.. LOT 166 1 .766 FOSID? S7RFfT 295 r05r27T SWEr 200 aw10V C'ww 167 aW&W "W 177 aAVXW D&W r65 aJVIOV ORJL£ 151 aw ow oew 139 awrav View J23 a.W7aV Low 11J aw10N ORIW 99 aNAW ORIs£ 1 N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F N/F ROBERT E. & PAULA M. LEWIS B. & MARIL YN M. , THOMAS G. & CAROL H. CYNTH/A A. MISCHEL & ALFRED F. YACOVONE CASSANDRA MARY SULLIVAN MARGARET M. PANE MARY L. M/MBISH PETER ✓. & CAROL MARY ANN & GEORGE F.., Jr. BARRY R. & MARY H. DONALD GAFFEN DENNIS ` DAVID C. LADD 1 I I I I DEL ANEY I ELLIOTT I NOONAN - tusnra [o wa. II I I 0 20 40 80 160 WAR S / L / A / M Collaborative Arch/tecture Planning Interiors Engineering Landscape vvnaN�'%�n varii%va Technology J1.,�.�. :TIKj�:::.+ 1. I:IK✓ ::I T40$0n 9(A'1 W-V7 TAftgb OW 07-07 I�r wOdly J SW 07—M Additions & Renovations to TIMO TH Y EDWARDS MIDDLE SCHOOL 100 Arnold Way VVU911 Win"lOori v r SDE Proj. No. 132-066E Mobw "/Y brad Far Site Phasing Plan Dater 1131197 S"k 11=80, Pros, Mwabw 95040.00 3127197 Responses to Comments 316197 Responses to Comments 2119197 Land Use Resubmlttal DrawAv Mrwbar P AW I Land Ube Subnaiffak ]C 1 2 3 4 5 a on C I 0 I' I I I\/ OTE NO. 1101 - \ _ - \\ I 1 \ \\ 01 )t3'L\3 \ - 330\ ` _ _ \ 330 I \ - - \ ORCHARD TO REMA IN ---\ ��`---------- / \ MAP 67, L N FOT 77 MAP 67, LOT 77 \ I \ \ NlF k TOWN OF SOU TH WINDSOR TOWN OF SOUTH WINDSOR X324.13 \ l ;;; - �\ ' 1 �15.73 `LIMIT OF GRADING & RESEE'QING X305.3e )oo X320.95� i 1 1 II •� j ' X314 29 >1,31203 �10 \ �, \ \ •! - I ILi.-81 \ \ \ 7111r 7.5 Jl \ X 309.25 E u(cE \ \ 'ice r1 \ \ l2 A LE �J c` \ Mr.-87 \ _ - • U 4x1.30' r X325 j3 \ N 6�R•S6 l�" �1 1 1'1 II ► rM�- r Iii�r -� C]rs:- i0 �r �i �� O -.�.�J \r1 �- �ii�-T=r.uirir� 1 J I \ ? 1 I 15' S1D� YARD - \ 1 11 1 1 I I 1� •� s.l f'_� 11If.-l!S \ �--- 6 A• J - - - - ' `I ; i /�Jt r J" ��._�,-,� `� _ £k: TRIPLE Cti. a�= X`04.10 --- ORCHARD \ \ s.-89 �- \ 11 ► / EST. FENCE TO REMAIN FF �n645 \\ \ ` L1A ORCHARD X32 26 £X GRAVEL DR/1.9X 22.03 if 11 ,/ �q \ \ \ f.-810 \ x 32s.i� _ 1I \.� tt 1 / I \ ` c z o _ \ TO RE/V//'1IN \ \ \ \ \ ` \ ` �L-M �- - PiNE 17• PINE 6" PINE l l ' , �a ' I - \ r�� �', ; ' REMOVE EXISTING I X310.93 \ X309 6\, O ` \ \ 82� _ - - X325.23 �, \ \ 321.58 \ ; ,; ' I \ X3C PAVE. & RBS X325.63r .Ir/,� X32�i.30 \ \ 1 It ' . - I ` X304.99 11 l t LIMIT OF GRADING & RESEEDI G '�y�*; - X324.39 , 11 9' 1� / / - - \ o \ \ C \ IIhB?2 ` / 2�17�i1 �� t 1 \, 11 / / x313.68 r - > - I -o310.13 ( `` \. O ,� ` i 11 X319.7 ► --- - 1- I \ \ \ o - o ) I -rr \ 1\ EXIST/ STROM �k TO REMAIN LIMN\OF GRADING &RESEEDING \ x32s.7o \ (_ - d-> 11 '� aE3i3�9--T , \` _ W.F.-812 �7 I / 0__ • ' i• pir �� 1 i / / I I 1 I 1 I \ 0 ,0� ,� = 1 1 Il 1 l E ST. HYDRANT TO REMAIN \ \ \ rr.-821 \ I Ir' Prlt 1 I 1 ► \ ' \\ x +�'' .� .-en ` nk\ _%n 1 1 \ (C DINIiTE WITH CIVIL DRAWINGS)�- O �i`X31�-08 1 I 1 \ X307. x x \ x x i '�, '�' oREES T� REMOVE \ \ �� ` ,�d,), 'X320.2\ kX x 32;(TYPICAL SYMBOL) �322. 11 1(II- O1�y� X X1 x 1 \✓ �' X X Y X vl ( x 1 X_ \ . N o�c J O 1 -' • / I �i i i I I DCl1/111C CVICT TD`ACCl/'1 Cl/�\IC Y \� X •• - \ ` ^�� I I ��.6/��'. / 1 \ .-�jl 1 1 I ( I�LfMVYG GAIJI• IR/`1ffIU JIV11J •c313.27 I ` •' \ \ \ x \/yf j X� ` n V lY I - s-'r+1e / I i\ 1� INI PAVEMENT REMOVALI AREAS X32946 \' \ O i, w O'p�t 1 I I I \ \ X ' 0 /q•\ X II Il 1 I . \ X x \ x \ X \ x o _ .,,.., / ) �1 1 ,,1 1 �- } I \ \; (FUTURE EMARKINGSNBY OWNER) i X309. \ `v"I�/, X x x X \ \ �O O .1K.` I /1 ) I I II l I X314.93 I I 310 x X330.46\ X328.90 .(/ 1 1 , EXIST. FENCE TO REMAIN \ X X X X �\ \ _ I ► 1/ 1 i 0 \ \ / X \ \ \ X327.2 I O'_- U ��{I./' I X.323.40 I j/ > U 1 \ ORCHARD TREES TO REMOVE / ' \ 1 \ x ( x x X ~x \ \3 \ �o - o -- o .� I �-- ,2.AW \ 1 \ (TYPICAL SYMBOL) X 3 p '• / 1 r \ t✓' t✓' X x X X ' X \ \ t✓' l O - 1;is X�22.13 1 r 1 ` O\�'�✓xx x\ \ I - a• prlr I / / / iii i 313.71 X X X X x x X 6 X X I O'�i.<P�:•• I • x319.21� ' -- - --------t --- .- - 1314.42 -- ' , 0 \ \ , 1 1 I I 1--I---- 1 0 \- fIt I �,vl,i,�' 1 I 1 IE3t4 6r 1 I \ = X V 'i• a'aME I/ • Ilr X314.97 , , > 0 0 \ X � �\ X \ _ 32 I / 11 I }REMOVE EXISTING STORM bTILITIES �- X 9.38 ,{ 'MOVE 1 1 X x X x X � .I.%,' ) I /, 1 (COORDINATE WITH CIVIL DRAWINGS) I 11 340 ) x ; X) x331.71 \ \ 0 `=- a• iMt ' t I ( 1 G 1 SEEDING � � t,..'' X X t.J'' X X I � x330.71 \ O I _ I•w' ,��• �K323.89 (X l X 1 X x X X 1 �,r' \ l / - - - a• Apt fx if- t✓' ir I 1 X 1 X -.�'/.11`�.• rjr-JId10 r TF.J1Q?d 1 1 1 1 \ x x X 1 ( X329.32 4 • �I - ft._JJ�90 ��„1/jZ F.L.�(okptPoi) x X _/^ �.:•a��'i•4 ` ` <315 a4 sly 4� ' ( -` (X) \I X X X Ax; x331.45 �✓ I - I / w r O Or�_ "� p�,�♦♦ a �rIE _d \ _ - _ i ( I, X x330.19 X ( - O u/�- n r.. Z X X X I /� i )♦ 1 ♦ '/ ! s� . FL...J,zdo(15 !?.n� I ( x ' 1 ♦ ♦ ♦ X318.•Vt ltJo (s«,r) K329.3$ - / \ �327.82;- I 6 l j x,319.6� It `� - I X X % x329.06 I / / II1/♦ K31926 1 1 f�1 ♦ `\ x REMO EXISTING SIGN \ x / J x / / I / • R 321.13 1 \ / x \ ^) X330.71 0 / \ajI ( !� ' Ulf \ : 319.14 `✓- / X / X327/914 I�1 I�318.58 h EX, iLd - X / x i7CJ Xf.-J�R.O p -- ----- -- i X X ��+✓'- / x 329.13 / f.L. J17, (n) X % w FL..r316. ♦ 1 1 - / x x } / TREE PROTECTION Ia` - 11 �`� �3I648 i 1 _ ----'_-r- __-I ------- ----}:31a.a1 o i- x336.9$ / x %L / (SEE DETAIL .L'-4�./ ' \ ;; ; `, '� _ -- - -' ; p -1 ---- 1 CI X336.33 _- X335.27 X i X / 1 I a>, \ 11 % ♦ , 316.28 G- -�- J 1 334.29 �.J" X x it X %� / x3?9.53 X ' I , I , ♦ ,* \ / 1 O , 3 3.7/ x) -- ` / fx\ sr�+ s• pi�,11 \ x 31).28 REMOVE EXISTING BACKSTOP x333.84 x r X X X x I / / / / r I ` ♦ }�i, - \ I ♦ I (- ��Ir o I o Xl ,' A' u322.33 321.03� ♦ +, • 11 �� �� `\ 1 REMOVE EXISTING x x x x X X / ♦ ' ! ; 1 `��'o ri ; �� 31 . 1, ; PAVE. & CURBS _-- - xJ33.a0 x332.68 X X X �- � / ' � / % I ijr.(. /1 \ ♦ \ ~ t I / X I ♦ 1 fX Y.Lt O \� x31q.57 aa. ' a""•11 -`� . x J' 1 % I'` ; ♦ F.t.-JIt,fJ(J�.>a A �. ♦ - --- I I 1 �✓' - 'v' I i L.�J1t.JJ (!?�-N) Il ��` 1 ♦ \ I X332.90 , _- -� / X327.86 / r ♦ � �� 1 ♦ 4 � \ x332.31 , X i,L.-J �?J 05 oul) / , X332.56 .. / x ♦ \_X321.87i I M ``�� <331.58 `./ ` `\\✓✓" / / ; REMOVE EXISTING ' I I \ ,; ��'�/ v�-"� -s. I ( ,k / x x l I s PAVE. & CURBS r / \ \ y °�f \ '�,,• I I ► ,I �S3 320. 312 :334.�0 EX DACA*$r to ' • % l q ♦ y /r <321.00 I ~ / I ! 1 x 1 r r r/ J Iz �� h a3I5.80 l \) 1 x333.13 1 \ ' ' REMOVE EXISTING FLAGPOLE `0 1 / I l I �C325.97 1/ X322.17 1 • / r, / �, \ t \ / \ \10 11 1 ! ice.■�� I �� I ` `, i� i �1 X X X 1 1 1 >/ l �J y _ l--I I1 I //' t•� , / `� ..._..�-. a / ,� ; ' - ; c' X321. \` ��1 Nfir. ♦ _ �/� I G� 7•f,-JISt71 \ X313.0 f )== - I „ LIMIT OF GRANNG & RESEEDING / 1 1 11 1 ` �,' FLAG PacE , asss_ FL.-31z7. ( ) \ __ ,"� �\ / - / I 1 f 1~1 11 \� ; i'�`\ If, `�rli �.��'fx ca ♦.� I'` rim 'Y� \ \ \ . II / X332.28 I (7C J I 1 / l !/ i % T.F.�JJA99 ►�Q <32U.z3`� ♦/'� \ _ I ll ' Y334.?1 ' ' OMAUC A\In nnkpcT.l I BA0"'Tnn / ` : / I� 1 .I t 1 1 \ !I i' ��� FL.-JI499 02) _dt-4* �� 1� ... �"' •a/ \ \ \ X313.45 b nLMVYL ANU RL11131HLL DAl,1�JIVI' X x �X I 1 9 i' F.L.-J,Ql9 (out) ��,� �" ��r \ \ I 11 / \ X328 3$4 t X J I / �./' `�!/ I j ' 1 1 \ , ✓ E� , i' `� `� 314 86 ' l 1 d /, , ; x / x32a.98 I■ 1 \ `\� 1' 1 \ � ii'I! �i ,i ` �` \ I /: X i -r i ♦ i ♦ ♦ 1 / / REMOVE AND REINSTALL R x / X ; ,�� REMOVE EXISTING �,�21.3s \ �` �` / / L SOCCER COAL / I PAVE., CURBS & X %L \ \ 4 �. X 321.69 / SEE DWG. L-1 AND L-3 / X I r ,320.72 \ \ / ( ) = 2L I ► r �► IMPROVEMENTS •^1 \ 0 REMAIN X333.19 �`, - I `\ M X32tU7 M %, / 1, �. \ \ O / '�/ I ' X - f x X I ) ■� X321.05 A M'-' /� , �yA0, 9 `C`� % \Y ,4i 13 ♦� \ \ \I / TREE PROTECTION FENCING X�24.22 I ��.. �, i�y J,1I ' \ I 1 £x. LP a X3Z6.47 x - EX cat t \ X321I56 I / x '1 •, U-J?a?? �' `� -� \ I I / 0.32' £AST X331.4•9 \ , i x / I \ �i inJ.l�~~ i I PROP. x r, REMOVE EXISTING STORM UTILITIES �' , ---- / �_ . (COORDINATE WITH CIVIL DRAWINGS) y�y, . " �. ��-� �..?�321.7r; , \ �t , / t .320I I / X 329.19 � .n � i � \ '�I ' I// ,/'' / ! vA EX cd )G citoI Tape �� �'i'I' ~r~~ i'�'tt' `` ♦�'i \\?F \VE� `` \ + I x332.80 /, 1 \ - , / X324.76 I, LF 0�---••�` �� i,� r~~ 2 � � i �X32L81 �6/ �j(i..� /• ` /' / / \� 1 '' �i ' ! 5��,i gi•1"• �i�t� �i G'�� �aa�o '�21.31 ,) 11•hE I I x31132 / ♦ L� ,♦1 Ate y 1 i i_ �, \ 10 ,PINE / x323.78 i1, t� ��1 /%ice icy X321.97 : blyl / J \C1 .�•320� I � f � /. •\ '�? . `c 19`18'\P:NE•.� �C313.68 / X329.05 . ■ X / ifXi Y,Q I fEX Y.Q 1 n 1 1 ` EXIY FIELD MARKING M.a�.�'" - r . X332.48 V' \ / , 1 �� FL.�I?66 oul 1 I rye ` X319.55 ,•/ ' _- EXISTING TREES xam -Joy . , . , \ ► 1 (FUTURE MARKINGS BY OWNER) X323.25 A"'q`r / x321.72 �/ -�( ( ) TO PROTECT F y' �► i' ` 1 / �/ ;'`• , '/' ' EXIST. ORCHARD TREES .'✓/ ; / �`' \i'` \``• f��� ; ► 1 / TO REMOVE / `\. 1 1 / LIMITS OF GRADING RESEEDING - _ E \ \ 310 x3oi:o9� r It,l �s• 1 / X32y.a9;' t -- \ w \ \ / 1- ♦ r I� tt lo• /III■ a ♦ i' - I \ ` Y\330.2T /\ ,'/ 1 i / / I % i ' ' ` \ �\ jt% / GpR fl _a+l[FlIMC�\%'' / �c I �, 1'•�, . / IE� ■ �� 1 \ / [ i X318.67j i ! I \\ v%, i:'i EX cd I 1 I \�331.52 `;t- REMOVE AND REINSTALL St)C`CER GOAL / " / . r l _ -- -�� EXISTING OIL &PROPANE TANKS TO REMAIN �':� r.F-J,a!`I 1 I ( (SEE DWG. L-1 AND L-3)./ / r / r : : k318A2 1 ,/. F._- ^ \t \�I Gv. '0 \'it. -"ill e� � /-�• REMOVE EXIST. PAVE. 7CURBS % .� `t\ R� �• � Fc Ja?i„ f, o X329.08 j , / / _ i ? -\ / i / ► ► �' _ J - f ` % ,� L. 06 ) w fSMH The S / L / A / M Collaborative Architecture Planning interlors Engh►eer/ng Landscape Construction Services Technology ■ A9 C>i6aia,Grry sxkv&d ❑ X FamliVm A► w comedald� Cam" M rek�aha►e 017-t 1777 relbphaaFx&V6)7-W 80 6�7-OW Faxasob�7_= Drown HT cho kod PSS Additions & Renovations to TIMOTHY EDWARDS MIDDLE SCHOOL 100 Arnold Way South Windsor, CT SDE Prof. No. 132-066E 05 10 20 40 80 Akmbor M/0/Y Bsmd For Site Demolition Plan [North] Dab I OirarAlp m1■" 3127197 1�40' Lx" I Pro]. mobw 95040.00 Land lase Srbrl #ab ]c 1 2 3 4 5 A I Al In q I A nX X < jo (15 _:?v `4 X 327�82 IIt It X # REMOVE EXISTING SIGN'\ -14 rt- ----------- 'X32�� X) 40 X X rrA (SEE DETAIL/L-41 of vi. 7 1336,33 TREE PRO`TECqON/ X ,33527 f.77 X �334.29 / X # EMOVE EXISTING BACKSTOP" R 4 2X X333L84 X X 07 4p X PAVE. & CURBS X 4* e-F I W. 40 X L. -314, 43 (12 -in X X X 12 11314.71 L 114 X332.90 X :!J 23 X332,56 X Moo DX L 13194- X331.5�, 14 ,v PAVE. & CURBS (Z jr Q33 32 97 jr REMOVE EXISTING FLAGPOLE jr EX 49AOMMP X X315.8u X 5. 1 A ft"M X 74 ftaft X 99 (in) 17 pax -332,28 1134" f(tMUVL ANU HUNbIALL IJAUKbIUV\ ux X 1 (�ui) �A X314.69 7 % % X X32198 P�j.,T CURBS &... X X VA "A Ix) nx 1 1 AND 1 -3) L SOCCER OOAL REMOVE EXISTING (C.FF Mr. 321.69 \,W q �9 IMPROVEMEN IS Ij TA AV VA X X TREE PROTECTION FENCING .00, 319 X624.22 EX. 4P. EA 0. 32' EA -r rr -J20.22 X EX a 6. PROP 3 1.76 (C OORDINATE NTH CIVIL DRAWINGS) EX Cat REMOVE EXISTING STORM UTILITIES X331.49, X X X32§ 19 % *N I TE Czft A� -P lo WIP . , . ; -;� - 1, , , ": MAINTAIN EX. TRANSFORMER X311.3, QD T Y, to- o, 0, UNTIL NEW SERVICE 78 ^Ie /I - *L I "t. �j X32�' IS ESTABLISHED 10 ol .10 Jr F. -Jig, 06 EXISTING TREES .................. 0, KING EXIST/ FIELD MAR -'W rz) 25 �x (FUTURE MARKINGS BY OWNER) v �t 1, � I �5 66 (..1) EXIST. OR T1 N3 310 x 07 �\Ir TO REMOVE LIMITS OF GRADING RESEEDING 32?.49, 3 0.i�l AWI 8. 7 L TR EXISTING OIL & PROPANE TANKS TO REMAIN )K331-52 EMOVE AND REINSTALL SOCCER GOAL SEE DWG. L-1 AND L-3), REMOVE EXIST. PAVE. & CURBS X #1 ra M. H EX . . . . ... J16. Of -0'50' NOR N 0 47' CAST OF tx PROP L INE 4 IV 65:3827" W 13-31 'Fk_ RELOCATE EXIS I INU % PORTABLE CLASSROOMS 7 -OWN R Ile. 61 RELOCATE TRANSFORMER (SEE DWG. PRA-1) w 4Z fE FOR TEMP USE WITH RES fX 302-14 REMOVE EXISTING STORM UTILITIES a&p caL &A S, At H. ft 28M COVER 8 f(COORDINATE NTH CIVIL DRAWINGS) 4ir i;, 7' 1 k3 %4 f% EX, YO ZZ E _ANA % SW H J26. j6 > -A X3:q,.37� 8* AW E, V. A % % 10-P UdW Ca 7�� X324.�6 Ft. =J,34 24 (out) I 19 0 AFA 28026 '30 4 \oo om Ow -e REMONE UTLITITY 09LE (2) IP L -JI(A83 �� -4 �, / III %ol EX. Y A > x2W.43 2 o' 44- .77 121.06 r -X9. $2 0rLjnW rVI(ZT 0A1`VCTM up\,1%4 1 L. --W 82 fF X 331 % fX308 X .4 X309q' & fEX Y D, % 7 At 19 14 9/8. 7 25 (8 4' OVAD X-) 309.00 loor rrAl Xj�Kv ;.cv --- lo, (FUTURE MARKINGS BY OWNER)./ EXIST. FIELD MARKINGS to,* P. WI.- v 304.25 wf.-C2 .'4 71� X Mr. _C24 X30� I J1 287.54 X IM-0 :�6 25 �It; " / \ J, AA 'EXIST. ORCHARD' TREES .31,314 Wr--03 X� TO REMOVE X33,746 '40� Iff. wy.-cf r x?P4 Ir f elL L 325.51 5 LIMITS OF GRA ING RESEEDING I I EXIST, R% *100, F-6- TO REMOVE 2. P4 A I LIMITS OF GRADING R ING �SEED Ar 32, tx3or..�4 X284 W Ile =294.8 -3 3 6 5) /,"10 0 11 \ I - i, . X32�39 SAWCUT AT LIMITS OF 32 -18�, OVE rF, -M2.78 X29 7.2� X287.94 10 PAVEMENTS TO REM I 3 wy. 000 f2- woo Etr. C fit. F L -289 87. X292.91 '-XV, 71 EXIST. TREES AT P.L. TO REYAIN EXIST. ORCHARD \TREES _ , 1 1 k TO REMAIN &'�PR&,ECT X338.t7 0100 ft ft M po 6 1 'yT /ff. 1. P. N NORTH CF LIX I F. I Now 61ANNI,�A)?Lr"_ I 1 -9 I L INE 6k 12' SOUTH O� PROP LINE - - - 1 -1 -1 Tj _- cl SrO54r F-FNr S 65 5 6, CRLZ77777777WALL X323.90 1 �Ijn 17 A I I M*Aw now I N�& OF T A5. LhVC I aWE SrS 129J. 9-17' S/�T �'A*1?0 EX. F z rvc,- OF RAk FENCE .......... 01 Zia V, 11b A 305132 w # 280 3 0 Th e S L / A / M C o a b o r a t i v e AreNtecture Planning Interiors Enginewft 0 Landscooe "w, constw5w $*r vices 7edwology 0 so 1,' 0 2&FwmtV0mAwAe CaradW OW 07-07 &V 6/7 &,own hff 71 4 :Aki%, A a A_, iz N "A �N Ah f A4: -�Ly, y 41 e A 4, A .2" J A daYfl"d n s Renovations to w TIMO TH Y EDWARDS "Inni r 011ft"Alli v VII I v V& 100 Arnold Way South Windsor, CT ^&%A- F%-- -a All OIX Prof. IVO. 7JZ-U00Z NlDly k"d For _�U X w, Exist, Transformers site Demoliton Plan fSouthl Date &swbg Atobw 3127197 Suk I' - 40' L)(m2 pro]. mwxbor 95040.00 Land Uge StmNals 11 E 0- CN I 2 3 5 0 C S\,/') B AP E ,z LE 32\0 t/ T 01, X325,73 \ N 6a56'10" W 1 I� i i .:r:-, 41�..:: a..�� _ - - RCHARD l ~ LIMIT �6 . ` \ \ it X 342.6 \ 15' $/0�YARD j CINA\\ rs.-q \ \ \ �` rs: e3� \ -Oa .\ ' \ \ oA \ �� ^-1 J \\ \ rf-� rr-s0 6E ---------1 i i \ XV -89 _ E� ST. FENCE I \ \ \ \• LIMIT OF ORCHARD r X32 26 CX GRAVEL DRIVCXY22.03 � N 0RC`HARD `\ .. \ / \ \ , ` r: eio _ x32s.70 _ _ -.= , T.,- - - - - - � , �-i�l -�, REMOVE EXIS `,_ \ ♦ `' �. TQ REMAIN -\ �` \ \ \ \ \ UtV.-es �� ` - _ +2"•Ally£ B- PINErl2" PINE 6' PIN, f \ \ 4321.58 \ Is tt 1 •. J X325.23 _ ". II PAVE. & R X325.63 �`, J./.�' X32V.30 \ \ II Y" rr. Ott _ X324.39 , 1' 1 LIMIT OF GRADING & RESEEDI G j \ \� Y9•`' I I X319.71 1 / / \ \ \ \ �?- / o _ , 1,,1.1,,,,;, 1 rr \ '1\ EXISTS STRON \ \ \ \ LIMA\\QF GRADING & RESEEDING ,\ \ \�-�2 �, / I o=`•',+',�` , x 1 '' \ \ \ \ `-� \ E'° e o EST. HYD�i \ \ \ X 345.s \ \ \ y \ \- tar.-aa �- _ '°� '� I r�l : - 't• I 1 ti i i \ L\ ( ORDINTE \ \ , .�� ..... , . \ i : ., 1 \ \ �� _- ' _� \ � '■ '�\\`-� y O I O ,,,� I\ I ; tl I \ I _ t \ X31 -0E 1 1 rr.-ego �,P e 1 I �; � =•- I i 'ib i t �' I j \ TREES Tp REMOVE \ \ \ \ 1 x \ - -x - - x - -X- '`' ` - _ - o I " : ��i L . i nl 4 / \ \ x x \ r �� Imamma I : - (TYPICAL SYMBOL) x) i 11 x32o.21 1 I J I X 34t.9 \ \ \ X / v 322. I X \ X x X x \ =, I�� 3 ` o % a - / I 1I 1 i I \ x 1 \ r,I A �, / 11 1 1 I x x X x \ r �' X326.840 ;,r.;,. 1 ^tt; 1 11 I I REMOVE EXIS x x \ \ \ \ A I x s-ale �/ I '� i i INI PAVEMENT I L \ \ \ x x x X \ 1 \ o� =�. I i" li 1 1 I. \ { x X329.46 \ �o �'� I I X \ x X \ X X \\ �✓' \ I 1 `��.UI./,�'•` � 1 / x314.93 \ \ \ 1 \ x\ x x \ x _x x x \ \ I l o - ,r air / ,r) = I / / / \ \ \ x X \ X330.46\ X328.90 \ O I _' :';``• , I I / j• jr' 1 I x X \ -I O_�V ��� I r/ '1 11M i I X x X X \ \ \ X327.2 n O aE326.� -- - �,flil./, - X323.40 I X 1 11 _ ORCHARD T(�EES TO REMOVE / x x x _ x \ \ \ o - rr \ \ \ \ -_1 x X x 330 � I U-.�'�. 1 X�22.t3 � 1' (TYPICAL SYMBOL) x ` x x - -, 1'If _ I � x x x x \ _ i• atr 1 / /, t I � x X33(1�36 X \ \ ' � / O •'�<qt��;• /• � X319.2 � � I I 01?CHARD ' \ l/ \ 1 x x x ~I x X x X �:i' �✓' \ �:i' \° I `,vt,>. - rare I i j i �►i I I x314.97 I TU REMAIN -1 _ \ 1 \ - \ / X x v o., - i '� I \ 1 f x �l . , . / • li I I REMOVE EXIS 4 >t lj l ' X �\ �\ X329.38 - . I ' / / 1 1 \ I \ x \ x x x\ t:.r \ \ 32 OL I 1(COORDINATE I _ 1 X 1 X331.71 \ 1 \ r•atr I I •• j I 1 1 X 340.1 ORCHARD TREES TO REMOVE , x o \ T IMITS OF GRADING SEEDING 3� I `tom' x x / X x I x X330.71 \ - I I �' x', 1x323.89 I : ' 1 I OL � / / ' x \ X X ( x x , ",` ; raver , / _ _- / f.F,f Jiloo r' rF•�r an ' '1 1 f.4- ctirpoi) 11 / \x x \1 x x X329.32 ° I - rc.-J1�90 ' x I I I o' I \ r sip ► \ \ � / ,�f -�` , � �se`2 ` x31s.a4 I / I X X / X33I.45 1 'ts V x \ X x I -` / o o y 1 ; ,..! �k% I i' ii.eo X330.19 I X I '� ' O O ` O , �� , ` r i 4Q. Jl x80 i1210 x x \ , r;... �` i t. SJ/ ><IO (ls3t) (X) of / / ♦ \ ♦ x 3t8. F.1. r Y JO (l3 oul) x x `•/' ;ICxj S X) t iCJ X329.3� / ` / +� J�¢1lll ; X319.6� ill `` I I �.J" �,J" ' \ x327.82 / % I \`.in �' Ir � \ x � X 329.06 I j / � � / X 319.26 �/ ♦ � x X X �/ / / l I i X32L13 `fl \ `" �i' `REMO' EX X330.71 / I J I �-' W, IIrz X318.58 ♦ \ _ / X X / % 4 rr.�.=40 it ♦ ♦ \ \ x x327f�4 I 1-11 ♦ \ - X �✓ 0 . X / x ✓ X329.13 / / / r,t,-J1. (%,) I ♦ \ x X x / ♦ �F.c.rJ,� 11 / LIMIT OF ORCHARD / ; l x TREE PROTECTION ,It x x / (SEE DETAIL L-4) it r �� / x336.9$ i X ' / ♦ ♦ ♦ Ir `Is / X336.33 X335.27 / X x / / X i / ♦ +�+ \ / }� ' X334.29 / 0 X X329.53 x \ x I X / / /; r �F+�� x�%►� \ \ ` X 319.28 ♦t 4 x I I X321.03`- / X333 8 x I X X/ / / X 322.33 +* / i r 1 +✓� 11 \ + / , `/ r r X332.68 X , / X X / f' �'� ) / r �� \ I V " \ / X333.40 X x (X_f (x J ! / / tl 1, j / EX Y.D. +�1(1 \� X31 / - X 335.8 / ` r'� �� , �� , / /' \ ' / ( x I X ( x l (}( j� L X 1 - 1 ' r j I JIr i [. r il• id (l? S) J 1 1 X332.90 t./' X327.86 / / r i,4rJ1425(IS 3 q ```� ` f X \ i r Z / / yL \K321 87 X332.3t , > >c_) f x✓ LIM1T OF c�RCHARD _---- / ; i X331S$�\ / / REMOVE EXISTING ► �� ><339.4 o (Dx x / I PAVE. &CURBS • I _ �2 r r r i l ,1 'i T\ K321.00 h �J♦ X334.$0 Ex, BACKS>rw „ ,• ( X / 1 ' r r l ►l \ �,.� ' ` j'j x i /'/ / REMOVE EXISTING FLAGPOLE X333.13 , / ` x322.17 j/ 1 `+ ♦ ! 325.97 :k33L16 \ x x f „� X /1 1 I % ` th O / 1 11 1 I , i""�r►� 1 . Y i / / 1 . ' - 1 X321. w! % ;� ; LIMIT OF GRADING &RESEEDING �.!_ , 11 �� • /Q . ` ` I it/ \_ l' II 1' I /, i\\ /_ ^ ,, 1\\ / x i I I� 1 ) ; \ q i' ._� 04 %` Ir4rJlt199 \ I X332.28 , / / I 1 ' ■ 1 1/ ��� � F.4rJ1119 X 335IQX rNME$,--s SITE MOLF.0 II X334.21I / REMOVE AND REINSTALL BACKSTOP, �.� I X32a 4) X x X I II '/ I r 1 r ' Ib QN/ X / X32 .98 11 r \ tii' I 1 , , /( ,/ I r \r �1 r ii �� =-'-d ,• ,' / / ,i1) E � X� / Ir / ► r \ �' y REMOVE EXISTING �•' X X r r r r , / / I r r ♦ PAVE., CURBS �t ' REMOVE AND REINSTALL SOCCER •GOAL � x r � � r r ` !I u 111 BASE INFORMATI0t� TAKEN FROM SURV01PREPARED BY bESIGN PR FESSIONALS, INC. '------ / / �\ , / x X I I r r r h IMPROVEMENTS • / ,-, (SEE DWG. L-1 AND L-3) � � � I I.: M � X321.07 IIPROFESSIONALS, INC. SHEETS EX-3 AND EX-4, PREPARED 1996. THE ARCHI CT _ ' 1�0 9 IIMAKES NO WARRANTY FOR INFORMA' ON SHOWN AS L STING. CONTR CTOR HALL :K333.t9 % / ,' I - x X I I r X321.os ♦ -' .'` II A / II IIVERIFY CONDITIONS IN FIELD AND TH RELATIONSHIP 0 NEW CONS UCTI0111. � II r SCREPANgES SHALL BE REPORTED T& THE CONSTRUCTION MANAGE FOR I / // TREE PROTECTION FENCIyG/ I x3264% y'� - >r x[324.22 I �r LF-J t22 P I T M N NG RELATED WORK. I / j SOLUTION R OR 0 COM E q � `.i' yy �LrJ11�2S (r►) ..'' // X 338.1 I I J , � X331.d� / / ,' _ � x � r REMOVE EXISTING STORM UTILITIES y~ ft.-Jl?�o2 \� i I ♦ tl ♦ �"� .�� 321.75 \ PRIOR TO COMMENCING CONSTRUCMN, CONTRAC4 SHALL NOTIFY I I ,' / / / / x x I (COORDINATE WITH CIVIL DRAWINGS) LALL BEFORE YOU DIG' (1-800-922-4455)\\IN CONNECTICUt FOR FIELQ I I ,' , ` �,\ / / y �\\ X329.19 ,' / / I ♦ EX (~B +reCLft d4y' ~~•' i'',a III ATING AND MARKING OF SUBSURFACE UTl (TIES. 11 J / / 0-�.0' •• �s �► J\/ IW I I ' , ► �� \ / - / J 1 f L. J2Q11 /I�__ -.- -`-- iL���-00 r�21.31 ><324.76 , x321.B1 r /6.61 ,nB�� - 3N CONTRACTOR f31tt4E45MAINTAIN (OR RE LACE IF DISTURBED) AL� EXIiTING t�',Yw B NCHAIARKS ON SITE FOR VERTICAL AND HOR ONTAL REFERONCE. I 1 _ _ 3• ++',s• �'• ' �J x323.78 ' i��` l� �.X321.97 :. 4II ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TIE REO�IREMf NTS \ TH WINDSOR CT. All L AL STATE ND FEDERAL / \• / \� ; / _ / ` ,���• ' �• OA HE TOWN OF SOU QC `y / ' / + �32� REPUIREMENTS SHALL BE ADHERED TO IN THE PERFORMANCE OF THIS IWORI _'.^ �>' a �a� t , / . �i (♦ . t' i as ,iiE�( r.Q II \ ,/ X331.15 / X329.05 `� ♦ / � t�^,J I j `i `, � \ � +�' T,i:rJ1906 5. , WORK SHALL NOT EXCEED CONTRACT IMIT LINES IiNLESS P OR ( rL.1it,1 r! (^) 1 ,� Rj \ EXISY FIELD MARKING .i % ' WNRIIf1EN APPROVAL IS OBTAINED FROM 1HE C�NSTRUCT10Nl%MANAGERI OR OWNER. X 334.0 / ,' / / r X319.55 % „/ 1 _ �t.r7tSa6 (oar) r I I (FUTURE MARKINGS BY OWNER) / / X323.25 '��:i' " i / �Y32`.'2 ; ,,' 'r ; '- - \ X332.48 ' / 6. THE CONSTRUCTION LIMITS ARE AS (FINED IN IE SPECIFI6ATIONSI EXIST. ORCHARD TREES .✓ %,'� 1 / t� AN6 AS SHOWN IN THE DRAWINGS. // I I \ / F RA ING RESEEDING - - / / ' TO REMOVE / / LIMITS 0 G D / �.' / �'�•' _ ` ,o• / / x32r.49/ / 7. I COORDINATE WORK ON SHEET LX-1, X-2 AND LiE-3 WITH AL DRAWINGS \ ,' _ _ _ / / ' r _ - / i i i' r 1 PER INING TO SITE WORK IN THE CONTRA T DOCUMENLI SET. THE C�JTRACTOR \330.2? ��\ / / - - -' / , 1 l A�\: - IS R SPONSIBLE FOR MAKING HIM OR HERSELF FAMILIAL WITH THE FULLT �/ ,' / ; / ,�' / / - / x318.6� r� ' ' I ,4 EXISTING OIL do PROPANE TANKS T( OF UMENTS FOR ALL SITE -RELATED I 'EMS. II ._ I 1 < REMOVE ANO REINSTALL SOCCER GOAL ! / / r18 0` i _ I \ iC331.52 ^ \`� \\ (SEE DWG. L-1 AND L-3)/ '�, r / i o ; t 316d�2 - Y \\\ uu REMOVE EXIST. PAVE. do CURBS -- 8. )I COORDINATE ALL UTILITY RE Oy(ALS WITH 1Ht SITE UTILITIES PLAN AND SITE PHASING PLANS. L' / / + r \ _ -rS / , i // _ � � I II � 1\ � ` \X329.08 ' �' '// ✓1>�320.82 / r, r// i `�. T.F,yJ,QJ? T► ,� �� i 9. THE PROPOSED LIMITS�OF/1 TA ON• TO EMAIN AN1T SPEGIFIC_TREES ' X319.19 r, r t rJ,ao, n ` IX333.43 I �� `� , , / / - / ' t TO RE AIN ARE INDICATED ON THIS D A G. tp1 RWG LIMITS AND ~ ` -�� --� / ` ` % - ' i / / i r /f i `� l 'Uv k310.90\ TREES TO BE SAVED WILL/BE CONA IN THE L BY TH CONM CTION - _ -' -_ ��"_ ' �' �' '� / '� ' / / / x / x 7. � / �I---J.� �Is _ ``i > / Is MANA( R BASED ON ONSTRUCT10NIjSTAKING PRI 0 COMM NCING CLEAR( ~ '` '`��� \ ' o% ' / `•' t 31 / X314.8�3 .I Is - ,I� �'. ll r „ ��� - b ` / ' ` / / / I , / : ; X317.07 1. ,�y''.l�%'' \ RELOCATE EXISTING N - - Il �. - %!:1 �,"'`�` v / ` l ,i i % % X323.12 /' /, ; ; ; >;'� 5;� `��� `� F'UR IALILL L;LA55KUUMS 10. E (STING TREES TO REMAq,uSHALL BE OTt~CTED P IOR TO 1 _ �� �S.MH, \ �� ,' �r 11 �� COMME qNG REMOVAL OF EXISTING VEGETATI DSO NOTED. PROTECTION SHALL -. - a5� TFs3,jj73; \ ���`�`B"q�p I �� / / I - / i i i / ,,•^' ��ry (SEE DWG. PR/L-1) I ��� �, F.L. 332 \ �.� \ , , ' / I / 1 ♦ / / i , a,1 310.81 REMAIN ICJ PLACE THROUGHOUT F L CONTTR -n PERI . TREES TO REMAIN i, ��/ , / / t r X316.71 x31 54 / �' k,1 WHICH DAMAGED DUE TO AD ACENT CONS UTIOt� /C 11VITIES SHALL BE \ \ \ ` ` _�_,_ \�, x326.75' ; / I X , / f l 1 / u REPLA(_`(1{fD TO MATCH BY CONTRr/ TOR. II / i►► / 1' I q 11 I \ r b \�-„` \ � \ ,/ / I «' 320 X / j I 1 ! ) ` 111 ` ♦ `� . . , / / x r I / ) 11 / / / `E r X316.6 I REMOVE EXISTING STORM UTILITIE , „ f \ tY. II.IMITS OF EXISTIJ`�G P�yEMENTS ANDyCU S TO EMAIN SHALL BE �.9,,• � � u ` � \ "�; �` ,' • 1 � �� Y �� 'NEATLY FAWCUT TO PROVIDE, A,;Sk(bOTH �LFi,AN WOINT. ����� \ � ` , \ \, '- 1 I ,l / , ' ; ► (COORDINATE WITHrCIVIL DRAWIN S) , , ,► _ / _ / y \ \ �., i / s ., i \ 9 \ X317.74 r X314.89 I ♦ n 340 12. I MS N9TE0 TO BEL / ELOCATED St�At BE RE OVED, \• \. P . \ \ \ YF 326 ° w 1 �� / / ,>PLE r r J y♦°� a •�v� y r \ ��� ,� j / ��� •. / 11TE 4 STORED AND \ x f I PROTECT6� F Off DAMAGE UTIL RE -INSTILLATION. S ORED ITEMS DAMAGED \\ ,4 `� \ \ �c.=s2�a l �- 1 / / \ ,B j Ex GB. r l / X315.1% / I �1/ Ij \ a x33g.37\ /-'7`�1= `11 �"� tart BY CONTRACTOR SHALL BE REPLACED TO�IAT£H_RY ONTRACTOR. \ \ \ =��A / X320.93 / Fc. si?a<:� ' 1 Is `na ,, s,y�` / / \ FL =33 24 \ 7R PL-i< r O 1 I I / J X31L57 ; � ,♦ `� �iG' �' f f^L&P C0. / I \ \\ \ \ I / 1 F.L FJ11.E0 (Out), �l - J tt• l ` '^ x t0.37^ r L t�� Ab- 2dIM X307 ,� -� H / I \ \ X324. , V38.02 /I �cl 1 \ 330 ^r \.J .It 1f l E1C GIQ / n l `Is , ♦� \V L` ,�, II / 1 \ \ \ \ DE. LE t I EX Y,Q � V ' 1 Is , I - / \ 1 1 1 \ \ \`.1 1 FrJ/6.3i �St' (1 i c. J f s oul) / _,► 1 x3o9.78 L' 310 yl The S/ L I AIM Collaborative Architecture Planning interiors Engineering Landscape Constbvedon Services Technology ■ X C#talvbjy & dmrd ❑ V famlti0m Aw111t1 CoaW� m-44* CYm" TafOxne d61D Qd7�77 Tare�Molle OW t67-X97 FuW a= Fix &V 677-M Additions & Renovations to TIMOTHY EDWARDS MIDDLE SCHOOL 100 Arnold Way South Windor, CT SDE Proj. No. 132-066E 05 10 20 40 80 Niwbcr M/D/Y blued For Site Demolition' Plan %nVI III/ Woo &I Date 3/27/97 a.� �~ I40► LXAw3 ftA ftmba 95=.00 Lend Use SuWa 0 nn C1 DI E I QO U �l P - nl , nu yr. T F. 7 —310-32 D � � O=' ��, �� F L i=316. 01 310,90 '' ` \X\310.81 I \ 110 8 PINE X 310.3 7 3 4�APL, \.- 5d X309.78 /NE- 0 P-1 1, 4/1 310 .15 TIL. GAL E ,: 1.,, ' % \; ~2 15 PINE o \ -' TF 51(7 17 F F. L. JO.-I 065 ­0 Lit.) T.F.-370. 64 650' NORTH 0.47' EAST OF A' PROP LINE 309.69 0 Ot 11)'LL\ \0 0 % E D. r f no 1z, 7 T F 306.26 30b-''9/ 0-a 0-6- -V Ywr. X 310.3 2 T F -509. 5z' F =j 5 33 3 1 If Y, X 3 08, FF 5�0, 04- A 3C :%� o 5.5 1 W.F/- C27/ --I 2-12'W -3 12 I-X Z W.F.-C25 X304. 5 X301.02 W.F.-C2 W -C F. 90 W.F. 30,3,14 "X,3'00-38\ F. -7 W. F. Z W.F.- 15 X3012H� 4� ........... Z. r�3 4.1 �Z --f-T x 2 9,9'.' f 7 <2 8 7. 04 W.F.-6-14 E X--(1 W.F.-5 N - W.F.-16 WjF.-4 67L A Y' F L. 29 4. W.F.-17 2 8 .2 (W.F.-3\ X300 87 W. F. 8 "e- W.F.-1 '%o )7- 2 4 R. C P-. \W.F. 2 ' \ X93.ff� 02.515.1 0 20 40 F L. - 289. 8 7 N 65), T L - U / fl S L/A/M Collaborative Architecture Planning Interiors Engineering Landscape Construction Services Technology ■ dhatnbwy CaT"ciad OW33-4415 Td*h" AV 07-80/7 Fa 060 07-M Dreow HT chockod PSS 860 657-X97 T*'Fmsx W 62 7- W7 Additions & Renovations to TIMOTHY EDWARDS MIDDLE SCHOOL 100 Arnold Way South Windsor, .f CT SDE Proi. No, 132-066E AUwbw N/V/Y kswd For Portable Classrooms Relocation Site Plan Diets I &,NWft *AV*W 3127197 s"k I' - 20' PR/L " I ftA AW*or 95=.00 Land Use SuWa ]e U1 0 CI DI EI 1 2 3 4 --�_ _ --_� a/vt (SEE NOT � • 1 ` I � / I '� I 1 1101005' - o 330 LIGHTING KEY ' !... �' \`\X'�,\3 330 \ \ Symbol \ Single head fixtures on 14' poles -far - �` - �FT \' - QR(,HARD 1 1 \ all walkways and pedestrian areas. TO REA AIN Vingle head fixtures on 20' poles for � � \ �/F,� o I \ MAP 67, LOT 77 A roadways and parking areas Dou\&a headed fixtures on 20' pole for \ r I \ all roadr�i parking 1 I N F p g areas , 1 y TO WV OF SOU TH WINDSOR \ X324.13 X 320.95_ \ 1 w.r -Ot U wr.-82 \ V X325 j3 N 65.;56'1 _ \ ar^-87 \ 1 - \ KF•-ss 15' S1D� YARD0000 *4\Kr.- 4 \ rs.-ea }-- --- ORCHARD \, fir-ft nF ORCH4Rl1 �{ - r = - X32 26 Et CRAIfl OR/145< 22.03 \ \ r.-810 X 325.7 lib \ TD REA11AIN - \ wF.-82�7 IRL-E� ` _ - - r X325.23 £ ,z` -PINE PwE ` I,E 1 LIMIT?I 58 _ SIGN: "SP • \ \, ` 1 \ � - y X325.63 � _ J X32p.30 CHILDREN C OSSING' -f Existing Orchard to Remain \ \ _ ��F,//\ \ wr._e„ LIMIT OF GRADING & RESEEDI G i / \ ` - X 2� LIMIT' OF GRADING &RESEEDING \� \ \ I \ \ \ wl, 01= x325.70 ~ I -l� I So 1 ` �`'� \ _ . ` r.r: e21 /-- R= 6' (t M OWN WE- 19 40 326 32 A2. � I X329.46 \ 1 OI I x330.46\ X328.9d \ Existing Tennis�ourts 1-1 _ I � �\ g x327.2-O O _ - 0 _r32f5P 0 JV \ 4 K32140 ! \ ! \ I °-IN \ 225'\\ New S(e' er Field X`6 ! 1I - ;�i i ari '/ ) I (75 YDS 120 YDS) \ ' -° - I 32 14\5 / \ 1 \ X33 .71 \ I \ 0 Dftball Field; 330.710 ''WITH SKINNED PATHS) ! I - ► 323.89x329.320 !X33 A5 I` I __1 1 / I X330.19 ' !329.3$ _ _ ;I BIT. CONC. WALK ! TO EXIST. Gd�T�. L-4 / 3 I I X 329.06 1 .2 SIGN: X330.71 / I I T "STOP" / / 200' I I J // I !I X 327/9I4 ,L- 20( X329.13 f X33 .33 ; SIGN: "SPEED LIMIT___ ; �i ,, c, _ _ - X329.53 - - J "CHILDREN CROSSING" - R,265 \ SIGN: "STOP" L-4 \ _ _ - - _- - "STUDENT - - - - - - ~ - - - - - - X333.84 - - - - - - - - - - - - -' - - - - - - - - - - - - - - - - - - / r / DROP-OFF,. x3d2.33 R=24' e - X333.40 X332.68 1: REMOVE EX. BACKSTOR,AND GOALPOSTS 1 / 10Mono L-4 X332."31 , \� X332.56 ; / � / / R=265' 87 • 1 �Op� ll \\I 1 X333.13 c33L16 X322.17 fir' CA(```�-KI, 7 4 - ,- '�-ss-tzl� S ( PAVEM "ft /�� 1 MARKN LIMIT OF GRADING & RESEEDING13 . I `�`'l-- OQ Q I I ! I X 332.2 X334.2) x32Nx 4 PA SIGN: "I ES ONLY\DURING SCHOOL OURS" ,j- 1^1.0 0 REMAIN x333.19 /' (WITH TOP" SIGN OPPOSITE),' I ' - - 0- o ` I` --I_ �p� x321.05 Rea]ia%:fie��, Soccer FiPl1,A I � SIGN l ak�Rg`B-_ARAQ A� �' �oj� A kind-�1._ ( (65 YDS 3�t YDS) // - "STOP %i; ` T}-RT-6" \ \ \- S "' "�/a �� \ ' -- -- (65�as�- G ® ���\ (67 oars-__ ��v I cars) - /(INSTALL NEW SOCCER GOAL'IPOSTS)- / `r 6,__l �_ P O _ CON / / / \\ i 7/ - x 81 00 - CON X 32.80 1 PAINTED CROSSWALK xs a 7 O R=5L - SC G _ 18" STOP BAR '� 20 23. r,. WALK Q BRICK SEAT WALL = _ 3?_01 _ n331.15 CONC. / X329.0 ; / WALK S \ '• E 1323.2 ; X3 .72 6'O; ,Cv-X319.55 P - ` \ ,' LIMITS OF GRADING / SEEDING 24'1'0" 20 X331.52 �� / •' i ' .. / CONC. WALK • _ _ IYlilaSllJn1 BRICK SEAT WALL 'Is.o2 X316.F.f - - F le CENTERLINE _ s / � � ' _ -- �Entrance / x329.08 ' 4" SOWD LANE LINE ' - ( M1y) 11 I~D MAP 67, LOT 77 N/F , TOWN OF SOUTH WINDSOR \15.73 LIMIT OF GRADING & RESEE'QING ,05 38 \ \oo II :44.29 X31203 310 -` If T5 J (� 31r� 25 11 I 4 11 77 77 57 1 10 =Mww o '_l-'� -�r� r-=�1...� 'T-....i-;'-('■ ..r--r ii. i i I P �04 10 �- II I --z f -Jn6 25 I I I \ \ F.L. =.fOf. 40 6' BIT. ]CONC. WALK/ STOP ,SIGN AND $TOP BAR I \'\ 3c \ II I7 313.b8 �\.13 L I n319. � r 4 313.79 I, 4 II c14 ,-R2n' 1 +I R20'-x \ ! ( \i - 0 I III 1 \ \ `,1 D 1 I 32' „ t9 I 1 \ -0 1 I \ N 320.29 II I 0 1 \ 24 I 1 \ 34 \ - 31327 f 309.- 1+ \ i I ' 13 ( v31493 l' 31Q I p SIG : , Tl / I "MI ITOR PARKING' _ _ _ ' ° \ \ r I -Par o ' 314 61 5 1 ..I / 6' I - 24 -0' - - 24'-0" ` SIGN: ° 1 a "VISITOR !PARKING" 1 a \ a N31544 31542 I �r 318.4 1 :) I I I x31,�6U { •d 3 _ I R=5' I� ° T Q 1 SIGN- "STOP" I - e R=16' v I 319.14 - STOP SIGN AND STOP BAR ' R40 S1 ._ o _ _ rn o SIGN: / "STOP" �\ 12 _ 1314.41 I� SIGN: "ONE WAY DO NOT ENTER' N o ;3tb.48 SIGN: "ONE WAY 4 �f + c= \ HC PARKING SIGNS � '' 1 \ / o t3dE1T ENTER" L_4 (TYP. EACH HC SPACE) 3 3.77 / RIC / \ 2 _ \ SIGN: � SIGN: "STOP" q- \ l,.STOP" � _� 12 BRICK WALL W/ 1. L-4 IDENTIFICATION SIG \\ /O 319.57 2 6 / _I r. "STOP' Auto Drop-off - I� _\ x? ��'° ll�_,► j 1 \ 32 vX 0 �l 10 ICI3 3.12 ( SIGN: ) X31VAJ 'SERVICE ONLY' Ix 10 j/ 8 Il SIGN: NO \Parki 10 I NT PARKING" ` \ \ \ E IS \ `� BITUMINOUS\ o n <32oz 3 CONC. WALK \ /Q 70):. BIT. CURB �JQ' A I- - New ls_321.35 k. )[15tr U(;IIUri - \ \ 19 X32 1.53 I Service 320 72 120 •3 1��, HD CONC. PAD o 32' �sr�� ;. WALK 6 Ja, FOR DUMPSTERS /BINS ` 320 I ° 1 K SEAT WALL LOADING / DOCK LEVELER ;. CURB Vr 32131 STEEL STAIRS & RUNWAY x \J)\ 31132 I I I 10 fz Main CONC. RAMP rn•E - •• I � 32t 97 CONC. WALK Entran a (RETURN CONC. CURB) / . lU;.1'lAf- I l \ .14 V �E QNLY" C \ _ \\ Se 'ce_ 310 , x30709 ! _� The SILIAIM Collaborative Ta*b" 8V M7-W77 Far 860 07-M Architecture Planning Interiors Engineering Landscape Construction Services Technology ❑ iBt F&ililjJt m Awwe midm c�ecw 060 Ta*h" 8W 657-X97 fax 860 677- 507 Additions & Renovations to TIMOTHY ED WA RDS MIDDLE SCHOOL 100 Arnold Way South Windsor, CT SDE Prof. No. 132-066E %7MM7M7 0 5 10 20 40 80 nt.laa• avvir t"d For Site Layout Plan [North] 3127197 1 Responses to Comments 316/97 Responses to Comments 2114197 Wetlands Resubmlttal \ HD CONC. PAD a _ } -- -- u& r F \ FOR DUMPSTERS / BINS '' r r ?I _ I ate Drawbo A%mbw 1131197 OO� EX. OIL &PROPANE FILLS CONC. CURB `.,-, I I 1 G� TO REMAIN s AREA FOR DUST COLLECTOR 95" „o�` I d Jlfwllber Ai R=30' o Pro 95040.00 I Land Use ft mdals I.MWI >_ a 1 3 4 0 91 C1 03 EII I ! / X 330.19 I \ - V �� �, '�� , \, +tom I 1 318.4 LIGHTING EY , , I �� �-- ' BIT. `CQNC. WALK , 1 o N bppppp X31 69 _ _ mboI I I 1 x329.38 - TO EXIS . G2tiT1-7. 1 L-4 / 3 I' 3 !, R=5' !' `J I / / I X329.06 ` �' 2 T I I / / I I I X321.13 � R=16' � � � � rn Sin /e od fixtures on 14' poles for / / 1 ( SIGN: SIGN: "STOP' ! _ •L I' U) \ o// wolkwo and edesfrion oreos l x330.71 / I I I + T "STOP" X319.14 I __ STOP SIGN AND STOP BAR ( ° r � ` Ys p ! i / I I % R40' x31s.�- � © \- 1 / JX327g4 / o \ a' o SIGN: I }� Single hedd fixtures on 20' poles for /- / / I x329.13 / © - o// rooytwoys and porking oreos / / % , \ _ _ -'._ \ � a `� "STOP" I �, 2 - X314 41 � o `° / \ /1" SIGN: "ONE WAY N '316.48 I \r' �- DO NOT ENTER" `�'- o` SIGN: "ONE WAY ' 4 Doubrle heoded fixtures on 20'pole for l / 2l� �- 0 9 1 0 \ \ HC PARKING SIGNS 1 x33 33 -all'roodwo and i oreos / f i SIGN: "SPEED LIMIT___ \ ors o o bd'gdT ENTER" L_4 (TYP. EACH HC SPACE) , o `' '3 3.77 ��.�� / 'CHILDREN CROSSING" / / _ / I X329.53 1 i �/l Rl265 SIGN: "STOP" �j a L-4 \ / / \ R16' J - -------------(�--------------------r------- „DROPEOFF'_/ <\`-\\\ S�ItGttN"1132 T �� SIGN: "STOP" �q' �r r II--_'------ ------------- -- "- x3o3.84 / / ( � / X322.33 `` /(� R=24 ^ Q �\\ „STOP" � K332.68 i - ✓ �'�° 1 2 BRICK WALL W/ 2Q, x316 10 �� IDENTIFICATION SIG \\ /� 319.57 2 REMOVE EX. BACKSTOR AND GOALPOSTS / / L- 4 \ 11 1 1 / / / L-4 / \ ��, ;.-SIGNa f _ \�l0 ! II \ "STOP" X314.71 X332.90 x332.31 ,` " ~ / 327.8 / / .87 ` o� Auto Drop-off-- h \ x /2 / Dc' I \! j C332.56 ; R=265' ! \0 1 - ti X33L58,\vX" 0. \ 1 Cz\ 10 I I 3 3.12 32 /' / \✓' \ \ L-4 \ \.� h319.43 I { ^I ' O 1 �I / / _ A SIGN: \ ��/ / ) / \\ __x3 o SERVICE ONLY f \ 10 / �7l / z r _ �, / / / ( x322.17 TY Cq�_ _l_1 11 / lu ' o ( Z X333.13 , , . =. _ �� \ Parkl X331.16 / Il-4 / �I P�RKI R=12' SIGN: "NO t S \ PAVEMENT PARKING" \ 31 .o I - o .a■ , �� y� / ! , _ _ _ MARKNGS \ `� \ \' E I -< 0 o BITUMINOUS CONC. WALK o I ��� D D ODDDDD BIT. CURB \ 13 / o X332.2 / I _ I I P _ __ \ \ _ DODOOOOOD D \ �, / - \ � X328.34 � _ � \11,. _�� D 314�6 I AL BtjS PA - New �0 \ \ I do cn Z _ R N _ .X32L35 T - / `. _ I - I rq( r Construction 6 1.53 \ \ \ 19 ' I ' I / SIGN: "B ES ONLY,DURING \F !� G _ - _ 10 320.72 / SCHOOL OURS' I --__ ` �` F �' � - p� x 1.o v; � \�,' Service \ \ , \ \ 0 \ 3.19 \ 1. (WITH TOP" SIGN OPPOSITE),' I Q \ - 0- - O- _ X 20.69 titi� A- ''' ' '\ , ' \� I l�```` I X321.05 :Sti ! 1V'L- R e a fi , h e d `. Soccer F i e 1 � I _ SIGN- , " / _ 2, a king -A-_ _ F ' C, 32_15E, , I ' 0.32P BT •bf `\ (65 YDS X3JaQ YDS) // / STOP' - (65�ars�- - S�q �G 0 _(67 earn 6 ' ' " � - ® � _ 3 16 , HD CONC. PAD 'INSTALL NEW SOCCER GOAL POSTS), - - - - / l `� Q _ _ _ _ _ P I 0 P , _ (�- _ CONC. WALK '�� FOR DUMPSTERS BINS 3 2 0 ! I ! ' I gyp(/ I / x329.1934 �� ® �S F _ BRICK SEAT WALL , a LOADING / DOCK LEVELER `�''- CONC. CURB /' - _ _ I I ,'3/4- � 0 � STEEL STAIRS &RUNWAY I � 32.80 r I , x7t- L - X 81 G 0 X321.31 z � 311.32 / I PAINTED CROSSWALK G% R 3 t �`� �_ - �G AV, ,.-I,", ! /%, \ CONC.® �� _ Main WKRAMP a I I ' r ' Uf eLK \r, Q �` tntran a kKETURN CONC. CURS) 18" STOP BAR / 20 23 �, X321.97 ✓_' '" �'_- F� BRICK SEAT WALL _ !� CONC. WALK 320, 1CL-1 t l X33L15 x329. \ / ` ' WALK S �� _ - O /��.x319.55 P \ I F\ 19 n J I\ O i 323.2 O ' _ `C O �' "2ox3 .72 0 __ `` _ -� �o (,'' Se �C\R IZ� N\,. � ) � 310 / X 307.09 1 I o - \ / _ / LIMITS OF GRADING / SEEDING- - 24'r0" f-'�''- _ - - '�\ ��:� ,t _-� I L �L I o HD CONC. PAD -f -- un f - I X327.49 \ O P 7. / FOR DUMPSTERS / BINS R 'x,330.21 �. ` ' , ' _ _ - / / 20 ¢0; �`�U CONC. CURB CONC. WALK / .,,�' mnasium `ADO 1 I +331.52 I / 1 o BRICK SEAT WALL x 18.02 X31662 - �, G`` 5 510 i Y - !- ntrance AREA FOR DUST COLLECTOR ,,I - ">"" .6' CENTERLINE s / - G l / x329.08 i / 4" SOLID LANE LINE- � _ � � _ � � / / -- - -- � 'C�� �� •j20 82 ' / r 4 SIGN: "STOP" AND STOP BAR R5' _ v -\ I / x3 .1 I / PAINTED CROSSWALK `' \ '�` FL �� T - }- Aso NORTH / SIGN: ; BUSES ONf/Y'DURING / of c- / / x310.90 °t SIG ' NO PARKING' 0.47' EAST OF - - PROP. LINE SCHOOL HOURS / X317.48 ( ) X 314.8' N 65 38 27" W WITH 'STOP" IGN OPPOSITE / i >s- 6 `� _ 1 / R=45' 317.07 I �, STOP BAR STOP SIGN AND / Q.� cyc / ? - 3ua.c . \ „ . _ -- �y - �L.P c� -- --- - -- - - - -- - -- '-- / T BIT. ONCRETE WALK _ ! ACCESSIBLE RAMP TO TEMP. Parking F NE �, - = = _ _ _ _ - _ - - !SIGN: "VISI OR PARKING -PARENT / / CLASSROQMS AND 2ERMANENT __ DROP-OFF AHEAD" x316.71 `a + l21) 31os1 L ` A -RX P TO PLAYFIELO ice. k'326.75' I ou tPPLf y /'ESTOP (SEE DWG PR/L-1) `� I / 1 Auditorium -- / 3 ,O ! .ti �,,v' / / 9 :� c�''e ,GRAVEL DRIVE TO MEET EXISTING �` x 316.62 /nuance y - .A 1 - - �` 4-�� -1--'r - -�- __- \ / I / F,Pvc grl \ \ EA. YD i / X3 7. 4 x314.89 InN TF--10ri�o-' - - I T I P:E - r -32G 36 � - i/I \ \. ` ` \\ L.=.3?.SOl / - - / r - - l i\ ! °o / _ 'iP FL; `.i 4,i5 _ 1 4 X33P.37 \ �- d' / / 315.17 , `� / / - E.Y X320.93 - / O `\ �1, / \ _ T f-J6,5v �' CONC_ STAIRS FL =334 24 I! I ! \ y i I <324.646 rn£ .#P330 LC x 310.37 1 ! ' v� / SIGN: "NO PARKIN I \ / ! 2s7 a:10 i O` 'le I 5 <309.78 310 32 5 / \ 1 \ SIGN:. "SPEED 1��1��16151' J x316.87 \ �.14. 310- ,' "CHILDREN CROSSING" --- I � \ 1. / / SIGN:- /\ \ x331 6l \ \ \ - 4 t I FL \ \ 10' 6' / / / x308.42 \ J \ 1 309.93 "NO PARKING" - �I r \ \ I 1 / -- -- 7 I. I ` 300.34 - ,�` I I I _ _ � � o �\ 1 CLASSROOM '� /' r��;i ��7- ��;`` \ I I 8.58 O J �'301.84 BUILDING ' ��,<-' '\ ., \ I � I I -�-• - � _ -- _ O - - � � � (TEMPORARY RELOCATION X309.00 I to SEE DWG. PR/L-1) \ x337.0 ` ! l >Ki.- _ _ O J X305.51 V.if-C27 \ \ \ \ 4-t2-tzr SIGN ~ x 306.52 ! O x 3 2.08 X 300.41 500 r / J \ 340 I ! - "NO_ PA�IkING" GRAVEL ACCESS DRIVE - _ O __ x 304 25 x 303.02 / O mil.-C21 \ x339.72 \ \ 1 ` . \ I / / 'SIRE BUMP I X 61 \ , ,' \.:�� v �\ \ / ` / / 287.54 3b6.25 \� X30314 /. X300.38 , \ TRi PLE DTI a -L£ \ \ ! I \ \ ( I I "\ X� i�i• �. \ �G/ \\ / / / N.r.-C23 (\��PJ /('�`\� \ \ \ \ \ x 322.65 I I \ \ \now ! O / I Mi.-7 7t trf► c- \ \ \ )(;N: `VNO PARKING' 65' It W.F.-ts \ O \ \ \ \ X333.76 \ \ \ X 7/46 1 \\ \\ 1 \ 1 ! O X301.28 \ I ' / / ` c"a4 lb ell, G1 'tit 48 340.5 a LE I I \ / / { \ \ \" eP , I ! I \ I \ O\�S. ij i I ! I �� s.6s I \ \ \ �\ \ \ \ \ I X29Q 1 I x sss \ \ \ \ I I '�' \ o� I / I LIMITS OF GRA ING /RESEEDING `�9 -I I SIGN: " PARKI -� '��-'s \ - - LIMITS OF GRADING R SEEDING 4Y$eAP,� � I r P E \ "AP \ 2" eP I I I�/� J .-� Ji.-4 1 L 1 / / I/ X 32� / \ \ ! \ \ \`' \ x 06.8f4 I �/p I I I \ =7i UCLA 1' - _ / X336.59} / \ \ \ ~\� FL.=1y4.8 O 3 3 \ ri_ t7 \! I ;\' / X284.73 X323.1� \ \ \. 1 !_ I \ I I �`. I I I /l / / i;' / , x280.7 2" 4P \\ /\ '\ \ I \ I I X297.2} f.-3'7I \ \ II I X30087 it-1 - _l / // / 0.6 I 2- A I \ ��T2" '� _ I ! \ \ O ��O G O --O t �- ' 1 \ / I \ I I Mi`1 2 A. 1 �� t2931 ! \ \ 1 I F. 2,69 8' \ I....fr' i. / /�� / EN ! \ \ \ \ \i� - �24,91 GkT I/ ! /I I x 322.84 \ \ \ \ \ \ \ \ 5 , \ 4.12 r I ` / / \ x317.OR Z" \ _ X338.17 I _ �� 1/ ' 5 £ 6 £ 1 / a £ \ aF \ \ ` •\ \ I I fiti� �� v. rY v / .v�L y�i-_v._Y,..-v v, .Y,v- v-u Y �,- .y..v--v^v r v v��^rY b- _ ' ! � /.P. � Y V- , -.- / � _ _! I /• \� l I I''� t� I -!IT ttttt�- � ; \�y� I I _ I� � / / / / L-•�-� -{-� ----I 59' NORTH OF 1 - /P I �. \ \ 1 ! ��47' NORTH OF � -11-� 1 ~'� - - i / / 4 15" SIDE YARD / Ex I •.rtls' SY/!•' akd'� l I ( 12' SOUTH Otr \ Q I I l IROP LINE I ! 1 \ fiROP. LINE - I oP LINE \ ! 1293..,99 _ _ 1 - \ S �5�5 2�' E. \ / E� FENCE 6 STS `-4^c - --5* 11 %- Cl ` I RZNANT OF 5T AIE WILL I \ 1 , \., \ \. ��, vt vl I .\ /RJR F FF,vrf- I \� RF INS OI FtnTL FENCE REAf4/NS OF R41L FFNCE Y E> srocx, IJ I \ ! \ I305132 135U \ ! i x323.90 1 / 3�O I f % I II i 3� 0 I \ 1 \ i 3TO ! / % / 29 �� ` 1 ` - - - 1 _ 2a1.6a i 80 1 X348.3 7 x 7. S1 L I AIM Collaborative Architecture Planning Interiors Engineering Landscape Constivctlon Services Technology ■ 80at4atbw&xkard ❑ 2NF&wAVk»AIw CarwW 0�koi� Carry && AW Ta* has W 617- 9b17 Tal�Wxne 8W 667-W77 fV 8W 66i7 M Fax 860 tS77 R17 Additions & Renovations to TIMOTHY ED WA RDS MIDDLE SCHOOL 100 Arnold Way South Windsor, CT SDE Proj. No. 132-006E CIV 7=0r� 05 10 20 40 80 Mwtbw M/D/Y &ued for 3127197 1 Responses to Comments 316197 Responses to Comments 2119197 Wetlands Resubmlttal Slre Layout Plan [South] Data Arawiq No" 1131197 1'- 40' LAw2 Prof. AIw" 9W40.00 ]C Land the &lJ bb 1 2 r �� QG RCEfnRO \ ` �� \ �,325,73 \ i N 6556'10" W t1 fir pf{CHARD \ - +! - --- I __ _ l X 342.6 \\ `�_ 15" S/Dt,YARD 4000 �RCiyri RG \ "• \ / \ \ \ ` Ntf.-B!i LI F ORrrIARD - 32 26 Ex. GRa �E[ (/hiuFx�322A3 / %� / 1 1V/:� l/ V -, \ \ \ `f.-e� - --r,E .3 F/NE rz" vnE o' _ - �� \ , ` \ \ \ ` rF.-es� - ` -' x325.23 -- -- - \' SIGN: "SPEE LIMI _ - r 325.63 - `A j ! x32V 30 "CHILDREN C OSSING"- Existing Orchard to Remain \ �F,\ rF.-e11 - - - - \ \\ \\ \ , \\ \ , \l r.� m LIMIT OF GRADING & RE A SEEDI G nJ < \Y,/ ��2619s 11 IO° H \ \ \ \ \ ' �'CT \ X325.70 /, \ -�.I a .s \ \ \ LIMIf\OF GRADING & RESEEDING \ �G� \ \` 1ar._eu / I 0_v I I N o \ womonI ` !. I \'o , -� I �IA„I I �� , --man ` \ �"'l .\ ('"'1 \ Ci�% \ `-., ` �[f.-e21 `�- ` �0 E�� I - /� R=6' t ....� ` \ a� ' ` L� /2\ \(\,J' ` \ �` r -Btu I i, 29 I / M_ WOMEN r1.-e17 I I - - - - - - - \- - - , I X326.84 O I T I \ \- - - -\-- - -- - - - -- ----- 4 / 01 \ x329.46 I X �O / \ II 2 200 X3330.46\ X328.96 ° Existing Tennis ourts I I OF6 -4 1 \ 1 1 I \ 225'\\ \� I New SO-C' er Field \ I ari I � I C7Rt^HARD _- � ,, x 6 I • - o � � , 1 TO REA/1AIN --\ _ I \ \ ` , (75 YDS 120 YDS) - - 24' 10" - - 24'-0' - B \ X 3401 / \ ` I I � I 40 I 1 I � •) x33 .7l New Softball Field3 , , I (60' BASELINES WITH SKINNED PATHS) 330.71 - 'I I I �K323.89 /T I - _ X329.32 I I I I \ I O' I ` 40 I - X33.45 9 0 x 3,U.1'i I r-�� %� �� I' BIT. CONC. WALK 10 X329.3e _ TO EXIST. GArT17. L-4 / a-3 // I I I 71 X 329.06 I I l SIGN32L13 x3330.7i 1 ) / 200' I I j / ! I ) / a 327J94 J i CC 329-13 / X336.9$ I X33 .s3 SIGN: "SPEED LIMIT-_- , R=Z� ' -0 9 _ 1 = X335.27 / ' "CHILDREN CROSSING' % c' / NEW BACKSTOP <329.53 R_265 SIGN: "STOP" L-4 / -_---- -- `---------------� ---- -- --- --- - ---- I -- -- __� Jr "STUDENT 1 DROP-OFF - - X333.84 X333.40 X332.68 / / / - - 10 REMOVE EX. BACKSTOP AND GOALPOSTS / / X 335.8 I / L- 4 1 , �,' ��� ; 1 f �• I .�<332.91) � - , 1 I �O x33231 X3278 X 332.Sb /�`J '� L / LIuIT vF ORCHARD r r R-265' e7 X 339.4 X334.d0--__`3r_ 0 % -- - x333.13 �• / 32,'17 TY CAL�_�-J, _ lii I .'/-=8us PgRKI S'I RWN -12 PI 1r`3d1..Zfifi /- - LIMIT OF GRADNG & RESEEDING f` a \ ``-�- 1 "'� II 1 X332.2 I LAYOUT`., X 339.0334.2v i ,326.,t40'��b_ JYP� A �_ 1 L BUS II I. II BASE INFORMATION TAKE FROM SURVEY PREPARED BY DESIgN PROFE ONALS, INC. _ - "� / SIGN: "B ES ONLY,DURING I1 PR6FESSIONALS, INC. SHEETS tk-3 'AND EX-4, PREPARED 1996. THE ^RCHITEC ,' SCHOOL OURS" Lo v ;IMAGES NO WARRANTY FOR INFORMATION; SHOWN AS EXIS �G. CONTRACTOR SHALIL X333.19 �'. / (WITH "TOP" SIGN OPPOSITE),' I _ I e,P ol` IIVERI Y CONDITIONS IN FIELD AND THEIR RELATIONSHIP TO EW CONSTRUC ON. I EXISTING SOFTBALL FIELD TO REMAIN ,: I _ -- _' I` `-�_ P° 321.05 -6 O p ` ��D,IS EPANCIES SHALL BE REPORTED TO THE CONSTRUCTION\\MANAGER F ; R e a�'1 I n e d,< S o c c e r F i e I. i 1 SIGN: ' ' / `R7'-6" a king -&- 2- `� ® 0� a king-t4-__ NES LUTION PRIOR TO COMMENCING RELATED\WORK. \\ I I I 65 YDS 33111Q YDS 264 _ G �, O ` X 338.1 \a I ) ( ) / ; "STOP; . (65 Z'airs� _ - _ S (67 cars) 2. II PRIOR TO COMMENCING CONSTRUCTION,%CONTRACTOR SFIALL NOTIFI( I I , (INSTALL NEW SOCCER GOAL POSTS), - - - - d- � DD l car by � CALL BEFORE YOU DIG' (1-800-922-4455) IN �ONNECTICUT FOB FIELD I y'. X329.19 D1,0 7 - Inr►{hole- Aun IIADVI,I/I e%r PII[]011llr A^r Imirrlrc I ) `% / - l' /�34 wbnuuvu AND emMKINb ur ZVDourtrACC v1ILIIIC 1� I / \ / v� l X 32.8UIxR I C O - 3. I CONTRACTOR SHAIJ,, iMTAIN (OR REPLA IF DISTURBED, ALL EXISTING ) i / \i PAINTED CROSSWALK 3 4 7 BENCHMARKS ON SITE FOR VERTICAL AND HORIZON AL REFERENCES ) ) \ I / I CONC.® II j 1\ 1 I 1� WALK _ I \ / 18 STOP BAR 20„ 23 �. - _ - Q 4. II ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THEI�EQUIREI�ENTSI -- OF THE TOWN OF SOUTH WINDSOR, CT. ALL LOCAL STATE AND EDERAL I ) \ J l ,�`�. \ / r r, !` ; `-° P� F32Q, BRICK SEAT WALL REQUIffMENTS SHALL BE ADHERED TO IN THE PERRORMANCE OF THIS WORK. \ y�,/ - �/ - \r /ll X331.15 / CONC. \L %_ \ 5. II WORK SHALL NOT EXCEED CONTRACT LIMIT,LINES UNLESS PRIOR ! I / X329.05 WALK WRITTER APPROVAL IS OBTAINED FROM THE CONS UCTION MANAGER OR OWNER. X 33a.o \ 332.48 � r / � / li it ! I / ' / 7 32 "S.2 �/>- / 3 .72 6. II THE CONSTRUCTION LIMITS ARE AS DEFT D IN THE ECIFICATI6NS 20\ AND ASIISHOWN IN THE DRAWINGS. LIMITS OF GRADING SEEDING - II ll / x32749,' 24'r0" f _ - 7. II.00ATE CENTER OF ALL POLE LIGHTS �FF FACE OF CURB EXCEPT 1 \ / - a `. WHERE hPTED OTHERWISE IN THE DRAWINGS. rl 11 \ ' •/\3302Z �, j _ _ - - / 20 8. LIgOCATION AND ALIGNMENT OF SITE IMlPROVEMENT !!SUCH AS WALLS, RARS, I '�J xc33L52 \\� \� v // X31 CONC. WALK }\, FENCES, DTEPS, SIGNS, ETC. SHALL BE STAKHD IN FIELD Y CONTRACTOR AND _ I J I x3�6�2 - - G�Imnaswr BRICK SEAT WALL . x` 18.02 F = E APPROVEq BY THE CONSTRUCTION MANA ERIIPRIOR TO C NSTRUCTION OF ANY AND ALL I ; I ` ; f ,5` CENTf{LINE s ntrance SUCH IMPWOVEMENTS. it _ - I �,' / X329.08 4" SOLID LANE LINE et 9. D ENSIONS SHOWN ARE TQ44E IOF UR8 At D WALLS ARD-10-- __ X333.4I -120.82 X3 .1 X - - _ 1 SIGN: ,`BUSES ONLY DURING ! / CENTERLIN S OF PAVEMENT MARKINGS LT POU� ET;WHERE / INDICATED THERWISE ON THIS/PLAN. 4-) -( _ _ I / \ • / 6 " , - -110.90 - ` > SCHOOL HOURS"/ / f r 3n.4s (WITH "STOP" � GN OPPOSITE) / =/ K314.83 I 339.3 _ j s^ L \ / \ , '/ ; / R=45' :317.07 1 i ' / x' ,' / / x323.12 / [ 1 I i,F,?3J7,37 ~1 �.� ,�� ' / / BIT. gONCRETE WALK =3�z&\ R`p ! SIGN: "VISIJOR PARKING -PARENT / '� II \ " ==�_\ �'' / DROP OFF AHEAD" / �al6.n 4 + X31081 E II !I 1 A 326.7,5 I II .,,'/ _ Auditorium f5\1�= /y , \: _ I �20 316.62 entrance I 340 II I-�l ll ! // \ \ \ X3 7.-4 �314.89 I a / �Ca ii L - \ y X33¢.37 \ \ / '7� t trfi�2Y � / 1315I7 ll X320.93 // (` J } Tf =336.85� _J1 \ .=JJ42s II I ! 1J 1 I J V X3103 3\0 \ x324.fj6 / V 38.02 IJ Ir / - 1 CjG - 309.78 L �, - 411.30 " \ I 6' BIT. lCONC. WALI STOP ,SIGN AND $TC ,�: L4 - I I 34 1 X314.93 TOR PARKING" _ )) -Pal "I X314.97 -- 94'-0" SIGN:I - "VISITOR �PARKING"- tl \ d \ X315.44 oon�oo `-_-C �0000�� Ne Constr 14 T I- S L / A M Collab o r a ti ve Architecture Planning Interiors Engineering Landscape Construction Services Technology ■ X ❑ 28/F&7*Q on Avww C vock& cayo" Terbn(xne M 617 �T7 Takphoto 8W 667-O 7 Faar d6iD &s1,?k! Far 91AD 677 6507 CA00kod PSS Additions & Renovations to TIMO TH Y ED WA RDS MIDDLE SCHOOL 100 Arnold Way South Windsor, CT SDE Proj. No. 132-066E /a"k P PP ►gv 15 1011 2�Q !Q Akabw M/D/Y hgod For SIGI PAIL STO STO g Site 1 Layout Plan x307 SIGN: "NO P~�R 3127197 1 Responses to Comments 316197 Responses to Comments 2119197 Land Use Resubmittal (north/west] veto 1131197 140' Pmj. NN" 95040.00 aaMft Mwbw L Aw3 Land Use SuWab Y 2 3 4 Wetlands Plant List Plant List Ci DI FI NOTE: FIXTURES TO BE SINGLE OR DOUBLE HEADED, SEE PLAN FOR DESIGNATION. CUTOFF SHIELDS TO BE PROVIDED FOR ALL LIGHTS ADJACENT TO RESIDENTIAL PROPERTIES FINISH: BLACK OR BRONZE ANODIZED. POLE MOUNTED LIGHT LT -POLE 1/2'-T-0, 5'-0" CONCRETE LANDING/WALK FLUSH WITH DRIVE cADJACENT PAVEMENT I EL.O" -� 6'-0" MAX. SLOPED CURB BC/TC EL.=O". �- BC EL. 0" 1/2" EXPANSION JOINT TC +6" RAMP 1: 12 MAX. +6" DOWN SEE PLAN FOR ADJACENT FINISH ` CONCRETE WALK HANDICAPPED RAMP - TYPE B 025�120.�-11/6� 1/2" EXPANSION JOINT PLAN TYPICAL WARPED AREA 1"/FT MAX. 6'-0" MIN. RAMP: DETECTABLE WARNING SURFACE 3'-0" MIN. A PLANT NO. SCIENTIFIC NAME COMMON NAME LIFE -FORM* PROPOGATE FORM HYDRO- ZONE PLANTING AREA PLANTING DENSITY 1 Potendria cordoto PICKERELWEED NPE BARE ROOT 1 7, 11 2' O.C. 2 Spargonium eurycorpum GIANT BUR REED NPE BARE ROOT 1 7, 11 4' O.C. 3 Scirpus fluviotilis RIVER BULRUSH NPE BARE ROOT 1, 2 7, 9, 10, 11 3' O.C. 4 Polygonum omphibium WATER SMARTWEED NPE BARE ROOT 1 7, 11 IRREG., SCATTERED 5 Sagitorio lotifolio ARROWHEAD NPE BARE ROOT 1 7, 11 6' O.C. 6 Scirpus cyperinus WOOL GRASS PE SEED, B.R. 1, 2 13, 14 2' O.C. 7 Alisima plontagoaquatica WATER PLANTAIN NPE BARE ROOT 2 8, 13, 15 IRREG., SCATTERED 8 Scirpus volidus SOFT STEM BULRUSH NPE BARE ROOT 2 6, 8, 10 6' O.C. 9 Eleochoris obtuso BLUNT SPIKE RUSH NPE BARE ROOT 2 6, 8, 10 IRREG., SCATTERED 10 Iris versicolor BLUE FLAG NPE BARE ROOT 2 6, 9, 10 1' O.C. 11 Iris psuedocorus YELLOW WATER IRIS NPE BARE ROOT 2 10 1' O.C. 12 Acorus colamus SWEET FLAG NPE BARE ROOT 3 1, 2, 3, 4 3' O.C. 13 Asclepias incornota SWAMP MILKWEED NPE SEED, B.R. 3 2, 3, 12 IRREG., CLUSTERS 14 Lobelia cordinalis CARDINAL FLOWER NPE SEED, B.R. 3 3, 4 IRREG., CLUSTERS 15 Aster novae-ongliae NEW ENGLAND ASTER SPE SEED 3 1,2,3,4,16 IRREG., CLUSTERS 16 Onocleo sensibilis SENSITIVE FERN NPE SEED, B.R. 3 1,2,3,4,5,16 3' O.C. 17 Juncus effusus SOFT RUSH PE SEED, B.R. 3 1,2,3,4,5,16 1' O.C. 18 Carex comoso BOTTLEBRUSH SEDGE NPE SEED 1, 2 9,10,12,13 BROADCAST 19 Soururus cernuus LIZARD TAIL NPE SEED 1 14 BROADCAST 20 Carex critino FRINGED SEDGE NPE SEED 2 15 BROADCAST 21 Carex vulpinoidea FOX SEDGE NPE SEED 2 10, 12, 15 BROADCAST 22 Glycerio conodensis RATTLESNAKE MANNAGRASS SPE SEED 2, 3 9.10.12,16 BROADCAST 23 Glycerio strioto FOWL MANNAGRASS NPE SEED 2, 3 6, 10, 16 BROADCAST 24 Leersio oryzoides RICE CUTGRASS NPE SEED 2, 3 4.5,10,15,16 BROADCAST 25 Verbena hostato BLUE VERVAIN NPE SEED 3 1,5,12,16 BROADCAST NPE: NON -PERSISTENT EMERGENT PE: PERSISTENT EMERGENT SPE: SEMI -PERSISTENT EMERGENT NOTE: SEEDING OF SELECTED PLANTS AT .5 LBS. PER 1000 SO. FT. 6'-0" MIN. FLUSH WITH GUTTERLINE WALK BEYOND TOP OF CURB I RAMP 6'-0" MINIMUM I, SEE SITE PLAN BEYOND -SEE DETAILS FOR SIDEWALK LIMITS 1/2" RADIUS 1"/FT MAX. ADJACENT SEE SIDEWALK ROADWAY SURFACE .• o. o„T 11n17TAII Fna Q AR of OV 1. Or RAMP FLUSH °1 AND BASE COURSE III-1 I I=1 I I=1 I I=1 I I=Tr-i=Tr-i=1T1-1TI= I-ITI=I i 1=1 1/2" EXPANSION 1 I I-III-III=1 I' JOINT -III=III=III SECTION A -A MONOLITHIC RAMP AND (1IPR g HANDICAPPED RAMP - TYPE A 02520-15 3/8'=r-o' ROVED BARK MULCH 3RADE BURLAP FROM TOP IF ROOT BALL MIXTURE JED IG MIXTURE SHRUB PLANTING 1 REMOVE ALL ROPE do TWINE AND REMOVE BURLAP DOWN 2/3 OF ROOT BALL FINISH GRADE BARK MULCH WITH POLY- PROPYLENE WEED MAT BELOW 6"X12" SOIL. HAND TAMPED TO FORM SAUCER OUTSIDE IKEE 111 APPROVED PLANTING SOIL MIX W/ COMPOST (SEE SPECS.) COMPACTED SOIL 12' VARIES 12" MIX DIRECTLY MIN. MIN. BELOW BALL 02900-15 PLANT CODE QTY. SCIENTIFIC NAME COMMON NAME SIZE ROOT COMMENTS CANOPY / SPECIMEN TREES. AP 28 Acer p. 'Emerald Queen" EMERALD QUEEN NORWAY MAPLE 1 1/2" = 2" CAL. B & B AR 16 Acer rubrum 'Red Sunset' RED SUNSET RED MAPLE 1 1/2' = 2" CAL. B & B PO 15 Platanus occidentolis AMERICAN SYCAMORE 1 1/2' = 2" CAL. B & B LS 16 Liquidambor styrociflua SWEETGUM 2 - 2 1/2" CAL. B & B OP 1 Quercus polustris PIN OAK 1 1/2' = 2' CAL. B & B TTG 22 Tilito t. 'Green Mountain' GREEN MOUNTAIN LINDEN 1 1/2- = 2" CAL. B & B FLOWRING TREES - MS 4 Molus 'Snowdrift' SNOWDRIFT CRABAPPLE 1 1/2" = 2" CAL B & B PK 13 Prunus s. 'Kwanzon' KWANZAN CHERRY 1 1/2' = 2" CAL. B & B PC 21 Pyrus colleryono 'Aristocrat' ARISTOCRAT PEAR 2 - 2 1/2" CAL. B & B SCREENING TREES & SHRUBS• AGA 15 Amelonchier g. 'Autumn Brilliance' AUTUMN BRILLIANCE SHADBLOW 8' -10' HT. B & B AG 8 Acer ginnolo AMUR MAPLE 8' -10' HT. B & B CLUMP FORM CC 8 Corpinus caroliniono AMERICAN HORNBEAM 8' -10' HT. B & B CLUMP FORM MP 41 Myrica pennsylcanica BAYBERY 18-24" HT B & B AC 39 Abies concolor WHITE FIR 5' - 6' HT. B & B PN 26 Pinus nigro AUSTRIAN PINE 5' - 6' HT. B & B PS 17 Pinus strobus WHITE PINE 5' - 6' HT. B & B NETLANDS SHRUBS AA 7 Aronia orbutifolia RED CHOKEBER'RY 18-24' HT CONT. CA 15 Cornus omomum SILKY DOGWOOD 18-24' HT CONT. LB 8 Lindero benzoin SPICEBUSH 18-24' HT CONT. IV 20 Ilex verticillato WINTERBERRY 18-24" HT CONT. SC 3 Sombucus conodensis ELDERBERRY 18-24" HT CONT. VC 13 Vaccinium corymbosum HIGHBUSH BLUEBERRY 18-24" HT CONT. VT 35 Viburnum trilobum AMERICAN CRANBERRY BUSH 18-24" HT CONT. ORNAMENTAL SHRUBS- EAC 20 Euonymus alato 'Compocto' COMPACT BURNING BUSH 15 - 18" HT CONT. MD 45 Microbiota decutissimo RUSSIAN ARBORVITAE 15-18" SPD. CONT. RDW 69 Rhod. 'Delaware Valley White' DELAWARE VALLEY WHITE AZALEA 15-18" HT. CONT. RPG 80 Rhododendron 'Purple Gem' PURPLE GEM RHODODENDRON 15-18' HT. CONT. RR 125 Rhododendron 'Ramapo' RAMAPO RHODODENDRON 15-18' HT. CONT. PERRENIALS AND GROUND COVERS HH 10,900 Hedera helix ENGLISH IVY POTS NA 900 Narcissus spp. DAFFODILS POTS 12'-4" RAISED ALUMINUM LETTERS 4 HT. , 1/2* THICK; FLUSH TO FACE) RUSHED FACE, NATURAL FINISH) PRECAST CONCRETE CAP BRICK WALL BASE ( 18" DEEP) GROUND MOUNTED SIGN LIGHTS (2) NM Timoth Edwards Midd e School TREE PLANTING 02900-10 NM SECTION B-B GnNTINIInIIC C'IIPR NOTE: DETECTABLE WARNING TO MEET APPLICABLE CODE REQUIREMENTS, INTEGRAL COLOR; SEE SPECIFICATIONS FOR CODE REFERENCE. I. RAMP 6'-0" MINIMUM I. n 1 Brick Wall Identlication G 1 3/ir = r- 0' 1/2" 1/2" R -� NOTE: SMOOTH TOOL FINISH 2" EACH SIDE OF ALL CONTROL & EXPANSION JOINTS, AND AT ALL SLAB EDGES. CONTROL JOINT-1/4 DEPTH OF CONCRETE / STIFF BROOM FINISH -PERPENDICULAR 1/2" TO LENGTH OF WALK OR AS NOTED ON PLAN. EXPANSION JOINT FILLER FULL DEPTH OF CONCRETE 1/2" R4 BARS ®12" O.C. EA. WAY SET 2" FROM SLAB BOTTOM • •• • - " 6" CONCRETE SLAB 4 • . • • • • • _ . • 4 12" X 1 /2" 0 SMOOTH STEEL CN BAR -WRAP ONE END; PLACE 24" O.C., 12" FROM SIDES Q o 00 O p �� C op`3 o g Q O 8" PROCESSED oa AGGREGATE BASE 11=11�=1 I I I MI I L=1 11-1 11-1 11-J 11-1 11-1 I I I_I1=1 11=111 11-1 '" "'-I "=1 I I-III-III=III=1 I I=III=III=1 I I=1 I I=1 I- , COMPACTED SUBGRADE HEAVY DUTY CONC. SLAB 1/2" 1/2" R 02520-06 11/2'=1'-0' NOTE: SMOOTH TOOL FINISH 2" EACH SIDE OF ALL CONTROL & EXPANSION JOINTS, AND AT ALL SLAI3 EDGES. r'.nNTRn1 .Inm-1 /4 nFPTH nF r'nNrRFTF STIFF BROOM FINISH -PERPENDICULAR 1/2" TO LENGTH OF WALK OR AS NOTED ON PLAN. EXPANSION JOINT FILLER FULL DEPTH OF CONCRETE F /2" R 6" X 6" W1.4 X W1.4 WWM SET 2" FROM SLAB BOTTOM • 4 4" CONCRETE SLAB 12" X 1/2"0 SMOOTH STEEL • cv . . • . 4 BAR -WRAP ONE END; PLACE 24" O.C., 12" FROM SIDES a o a o 0 a 003 �C), o 0 8" PROCESSED 0 0 AGGREGATE BASE LTI I I=1 I [-1 I 1=1 1511 1=1 I 1=1 I a I s 11=1 I IHE] I M I 1=1 I I- �-1 , I I I -III ;III=III-III-III-III, ; III, ;III I I L, ;III ;III-11--, COMPACTED SUBGRA"vE CONCRETE WALKS AND JOINTS 02520-05 FOR ALL STEEL COMPONENTS: HOT -DIP GALVANIZE PIPE AND FACTORY APPLY POLYAMIDE EPDXY PRIMER. FIELD OR SHOP FINISH WITH ALIPHATIC POLYURETHANE PAINT, MIN; COLOR - BLACK SEMIGLOSS. ENGINEER GRADE REFLECTIVE SCREENED STEEL SIGN PA; 'A" & 'AV' SIGNS -TEXT &COLORS TO MEET MITA(TYPE STATE STANDARDS; SIZE AS SHOWN) _ ATTACH 6" X 12" "VAN" SIGN TO (3) SIGN POSTS cc VAN A ABLE 1 1/2" SQUARE GALV. STEEL TUBE (1/8" WALL) 4" DIA . GALV. STEEL POST (FILL WITH CONCRETE TO TOP OF POST. NOTE: WHEN LOCATED IN A CONCRETE PAVEMENT AREA, SURROUND CONCRETE FOOTING WITH N 1/2" EXP. JOINT MAT'L. TO FULL DEPTH OF SLAB. 3/4" CHAMFER FINISH GRADE OF PAVEMENT OR PLANTING AREA. WHEN z 1 1 1 1 10" DIA. CONCRETE FOOTING. LIGHT SANDBLAST FINISH ABOVE GRADE I `N COMPACTED SUBGRADE N ACCESSIBLE PARKING SIGN BOLLARD HT -SIGN EXPANSION JOINT Q., FIN. GRADE PAVEMENT COMPACTED GRAVEL BAS (MATCH EXIT SECTION WHI APPLICABLE) CnMPACTED SUBGRADE 2-#4 REBAR, CONTINUOUS � CONCRETE CURB 02520-30 SOIL BACKFILL 2" RADIUS FINISH GRADE 54' ►i �I-IINE FnPwi:n RITIRAIM011C LIP CURB CURB 3" 9" BITUMINOUS TACK COAT MIN. BITUMINOUS CONCRETE .\�7 FINISH COURSE> m BINDER COURSE \��� -II-_ I I IMITI, I I 1=1 I El I II -I I II l I_-=III-I-III=-ICOMPACTED 'III-�mill III-IIIIII ro a 0T. 0,��8�,� o -I I I --I �1=1 =1 c ow Boa _ '' iII GRAVEL BASE 1-_,II1 III E - -III III -III -I � �=III-III_ =III=III-I I II-III-III=III=11 - - _= -1 COMPACTED SUBGRADE NnTF WHERE BIT. CURB IS OVERLAID ON EXISTING PAVEMENT, SET IN FROM EDGE OF PAVEMENT, LAY CURBLINE STRAIGHT AND PROVIDE SMOOTH TRANSITIONS, AT CORNERS,RETURNS AND SLOPED OR TAPERED SECTIONS. BITUMINOUS CURBING 02511-11 3/4'=1'-0' 1 1/2" BITUMINOUS FINISH COURSE (COMPACTED DEPTH) CLASS II 1 1/2" BITUMINOUS BINDER COURSE (COMPACTED DEPTH) CLASS I o� 00�8 6" PROCESSED AGGREGATE BASE 000p v�apoG 00 a a o� CA �o ao��� o �' a 8" GRAVEL SUBBASE o� v ao (- II-1111i -IliIII--I - I SUOBGRADED III ; _i-ll� ICI -11 BITUMINOUS ROADWAY PAVING DETAIL 02511-05 1112'=1'-0' WMA S1 L / A�Il� Collaborative Architecture Planning Interiors Engineering Landscape Construction Services Technology ■ an rjai O 281Fir74#mA►wnw �� ZW Camedad CbrnaciEaf TakIR►"860 657-8097 Telgrlh w 8180 W-81977 Fa 860 667-M Fex860 677-6507 Additions &Renovations to TIMOTHY ED WA RDS MIDDLE SCHOOL 100 Arnold Way South Windsor, CT. SDE Pro j. No. 1oz 066E Atabw M/D/Y hxuee For 3127197 Responses to Comments 316197 Responses to Comments 2119197 1 Lana Use Resu mittal Site Improvements Details lot* Drswi g IYM*W /31197 is Shown Lw4 }o]. Mniber 15040.00 Lend We 5ubmitta/e 0 In C1 *3 A 2 1101-.05- 3' \3, J 330 330 0 -1A 17D TO REA441N Z \ `� \ ' QS MAP 67 LOT 77 MAP 67 LOT 77 \\ `` ` r _ - \ `\t \ Nlf NIF TOWN OF SOU TH WINDSOR TOWN OF SOUTH WINDSOR X323-02 X324.13 Sft� 5,73 LIMIT OF GRADING & RESEEDING 305.38 00 320.9 'W,312.0 3 310 REVIEW SITE LINES THIS ARI�A D -mq at) z 2 PRUNE AS NEEDED 7.5 WK-823 6 E11 ram. 11 12(77E 3J0 ::CA:] WI-82 9 - X325.73 N 65,500- W 11 30, W.F.-87 0 �b -mlllillIll of- r 15, SzD� YARD A 0 "--83 A04.10 wy-95 + 110-09 ORCHARD X'3 26 EV GRA11CL DR11, 22.03 + ORCHARD .-610 • V.- 0 0 8' PINE 12 1 21. 8 30 T0 /?EkIA /N X325.70 - - j 17 KF.-84 41 X325.63 X325.. 3 - IN PO] A 14 304 99 + 3 3. A8 + #16 (D W�.-822 319. LIMIT OF GRADING & RESEED[ G 2 98 #15- 2 0-? it \ . x313-79 OX3 - _1 \1 25.70 L1MIf,QF GRADING & RESEEDING W-8112/ \ o_ \ 4. It 0 ' �� r , % � ( 1 1 - 1/ \ / /�� /' 410 821 j A$ I n + /I/ kt. .-Ing 04 41 -.307 29 �/ /ETEN BASIR (D KIF-817 A WNJ it POTENTIAL- -4 ' \disturbe��areas) ,Reseed all' 0 ilk' ENVIRONMENTAL EDUCATIGW- 40 .02 :3 OUTDOOR CLASSROOM 241 - - - - - - - - if AR -ZONE .8 0 %k I - i It -- - - - - - - L (1) 313,F7 HYDRO - - - - - - - - - X, I Mulch = PLANTINGA AREA EIVv-T ? o- #16 0 11 r-7t] 3 x314.93 Mulch Bed Island 0 AG 10 X330.46\ X328.9d t 0 0 <317.2- 0 0- X3e3.40 A JA Mu B 2' C) 3 o 313 71 -'314�42 X\0\3 6 1 r x 19. j 31461 314.97 LAWN _41- (Reseed all disturbed areas) 32 AWN 4 t Jisturbed ireos) ) I 'I Y33 .71 PK - 340 0 -0 2 33 .71 23.89 2 2 CCI AR ID -6 .,31 4 LAWN X33 .45 o 3 0 AP Mulch Bed (Reseed all disturbed areas) \.6 '330.19 (Typ.) NOUN 3 L-F571 X 31 69 X329.06 .2 SKINNED NFIELD & MOUND ARE/ 'I (SEE SPE'.. FOR CLAY MIX) I K321. LAWN + Q ��330.71 I FIELD MARKINGS BY OWNER C==3 + ZA 200' 329. 3 + ­314.41 C== F IRR`lATED kA 12 LIMIT 0 C�; LAWN "A X336,9 (D 33'.33 335.27\, C==3 3.77 x X329.53 r -- - - - - - - - - - - - -/ / 6 A _�L�333 .33 3 PK X332.68 X333.40 IN'tch Bed AC 9.57 2 V_ _j I Alliki 1-1- -1 13 LAVVIN Mulch Red X332.31 /' = / �i / / X331.58 LAWN LAWN j \311) 4 j fdr X334.�o (Reseed all disturbed area&),, 4- �9�.97 X333.13 / \ \ 3 Now _��L)4 7 r, N331.lb r 10 3 TTG LIMIT OF GRAIJING & RESEEDING Mulch Bed P U B4" �j M -TT )<334.21 X332-2 X328.34 LAWN / � _� ` �__` � � \ � - 0000000 D0 4 \ \ � _-- , 16 M S_ d,. /� \ ` ;'!. \' x i ---wdcn beq ��` F26 1.53 t-lFree-Grgt,�.$) RR 32 �--__L 3207 1.0 ITTG, x333.19 + 0 REMAIN F/IrLD MARKINGS BY OWNER 321.05 >6 NA X 0. w pt 16 01 AC X33 X329.19 _16') 0-0 400 /30 X 32.80 &324.7 N I MP 311.32 lo, LAWN ♦0#1 4#1 - % F6 3. �321.97 ♦ 10 11 PN 3001 11. - HH A I- 4 X 15 Oot 331 X329.05 • AC It 323.2 X332.48 j 72 .�,� - •w . // / / //'/ / \ i \ tlA 10011 00� CD F16 1 �10 X3071)9 <lll 20 HH LIMITS OF GRADING SEEDING NJ u 77L X327.49/ I 1 #0 :��, T Mu d 26 LAWN .0,♦ 29 3 X,336-_2i 20 RD I R 1-1 31 ?300 00 7 EX. OIL & PROPANE FIS .-1` X331.52 TO REMAIN X 316.6-2 PC - 000, A A + 4 0-0 x3d9.08 or, 1100111000 Ile '000 S / L/A/M Collaborative Architecture Planning interiors Eng1beering Landscape Construction Services Technology N 80 El 28lFamlom A!we carmcka Cankd 06OV-AF&T*oft W Td*hcm W 07-OW7 8W 657-8027 Fox W 667-M Ta "F"ax W 6 9 7- W Additions & Renovations to TIMOTHY EDWARDS MIDDLE SCHOOL 100 Arnold Way South Windsor, CT SDE Proji, No. 132-066E C*# 7"�IIIIIIIINM7 0 5 10 20 40 80 M016w MIDlY ksucid For 3127197 Responses to Comments 316197 Responses to Comments 2118197 Land Use Resubmittal Site Planting Plan [North] Data Drawbq mu" 1131197 s"k 1' - 40' L -5 ftA 9,-)U4U.UU Land Use SLbd#a E a- Al CI 01 I �Kqseea an aisturoeaareas I K330.19 � r ,• \ I i j / / II FIELD MARKINGS BY OWNER ' / X330.71 / '3� .33 X 335.27 f / I / I X 329.53 ------ - - ---- --� -- ----------- - - - - -- -- _ _ ` x333A4 1332.168 O O -31� b,j P y ` X327.82 3 ' O - 1329.06 \ ' ' P \ ..2 I ' X321. LAWN 1I I ' + ' + X32 / c� �. \ o \ \\ 3 / +/ o \ - - ) _ + o - r LIMIT OF IRRI ATED kA / \ 12 -- �..+....X316.48 \ 'r= I \ ` �. 316.28 .33 X3�1 Ichl Bed \ r X314.41 LAWN 2 1 PN o AC f J 332.90 , / / 27.86 / X33- z3�. '` . /� / / LAWN / s Mulch Bed- I \\ it X3 \It 1 1 Q) X3315$, / // / \ t \ LAWN I + GA / 32 0 / l `10 2 I I LAWN Mi19.43 I ,w Reseed all disturbed are.d� J / / I / / x3 1 ,31 .80 C` I x r I //��/ � 3 .97 .17 -`/ ��1` tt / / + \ I \ i 3 �a 4r4 I X333.13 ` ar♦ r , , `�X331.16 \\ � v t\ \ \ / PIV` Mulch Bed / 3 \ ��\ \ TTG x332.2 /�' ,�.,.� '�. LAWN I '`�-___1 � - \ tt DODODODD 1\ ` _ODO Q 4 !R]R X321.35TTG i �--UWQh Be J `\ n`t'�re� as) %� X32 1.53 \ \ \ � / _ _ _ _ 300 1 ( b / / I / _ 3.19 FIELD IyiARKINQS BY OWNER / I / _�`� 2 X321.05 , O _____t Ti6 HH NA try\\ ' + / X331.d� X329.19 ` / // _ �/ / /30 / 32.80 / 1 / 324.7 '' 26 zo/ _ _ _ RPG LAWN1Z.' 6 3• _ / c P _ X321.97 / / /�� y 300, 33L15 // X32905 \ -� �r,/' I ♦ ,a'" a / 3 \�11Q319.55 / ./1"j/�/,��,%/ C�0//�i r\�O NNA 100HH10 1i30709VLIMITS OF GRADING / SEEDING __ --- // k32T.49,' / Mu d `� / 26 LAWN) �l �l/ /�l ll �\, GP�F'� / \ 29 eP`` _/ I17. r/nt I �:331.52 I \� /' 1 / 300 X i 1 00 PC x316 fi' - F y\t / , ` ++- 3110 / U PN / 329. ti t', 100 100 + ,�' .�_ �320.82 / + ,' i'i(l!� it l NA HH -�� ;5 Fit '� EX . '' ' /` - �' / ! /f/Y' ll! 11 l �/ ' / ' O '.::J ► e �n�n7" V50' NORTH _ J 0.47'EAST OF , � PROP. LINE X317.48 / , / , !/, .�/ / I / m - / , n314.9 / RPG / I � / �: ` _ 6 - . � .. A + N 653827"" W 1+ / x323.12 -- ' 21707 LAWN -- I - --------__-= t x326.7�' I I I X316.71 4 / a ++ -� I ,� - �, - 1 lslr ' ✓U8 6J op 320 I 2 pC 00'/ 9 ,t !_ 2 Mulch Bed V` i I / ` I' I X316.62 , +++' I LS 302.14 / /// / a+ , Ems'. GUl•Eh'.. ` _ \L ` -� 1 � 1 1 �-`;.1 E _ TF. =..,J! sty EY. YD _ / 4' X 314.Bii� •� / Ji //' , / �c 7tn j-, ! _ _ T F - ;JG <t• - _ _ _ / \ ! \00, T / / I x 315.17 / I T ` E1: c:.B „` .I X3.37\ \ \ ( 11 = ,o_��c l X320.93 / t I \'\ I // J I NA HH �\V / 4`J -- ,�\�y I \ ' / / / Q rF=,f.i6. 9 3N1 , \ I / I = :31L57 } 2U U MD � - I l I i -1` RDW x310.3 +. /. / x 324.66 38.0r �l c I I 1 330 / ^r I ) I / / t - / + /. `0 2 \\ // , .+'+ �/ y� FOOTPRINT OF zyza:\ / / / x309.78 ++;o , /� // / ;` ";n Mulch Bed „ �� 00, TEMPORARY CLASSROOMS iyy I \ X321.06 I , \ N/ 1 314. / / / \ +++' y31032 7. / i, % `. L� / -t�'7�f�7 /) n AP ` - / \ / ,+++ / /I� 30l65 �294.a I \ K 33 Lf l \ TRiFL \ �+� l / / \ \L£ {\✓'j i 308.a2 1 00 1 00 X309.93 HH- " \//�\ 34 / - / X334.40 \ \ \ E \ LAWN I I I I 28 +++ �o / ri309,09 / �301.8a RESEED LAWN \/ r 1 ! / \ _r-� _ + ° / / RESEED LAWN �• \ TnA7ARPL_E. , \ �7 I / � / .yi/ \V X�1,9.00 �•1-� \ ++ _ _ �j�i_/ / /1 fill Y �_ �T / i l - r' _ kIVJ VC / \ x337.04 \ \ / + - - _� / % !-- \ DETENTION BASIN AREA / / sl'1 ' \ I / + t2- y � / 2 �j . \ O X3 08 / <300 41 300 / 340 �\ \ /. \ I ,r \\ I / \ _ \ ` ° /`, %� POTENTIAL \ • / 1 N t kr.-cgs 04? '+ + + +� �o ENVIRONMENTAL EDUCATION ` \ \ C339.72 \ ` I l l �. F 11� / / - / / k"� + + -\ TDOOR CLASSROOM / wf.-tu _ \ 3 - HYDRO -ZONE / t / 1 \ \ \ \ _ I ° y , ° ++•• + + \ \ O �9l) IRv.-c3 I _ TRI FLf ` , ;, •� .d I / •-� l4 . `�\\ \ - / Yi:-C23 \ Tl 41\PLflol\ I I / 1 \ / I /-- �' + / \ , \ ° \ #3 - PLANTINGoAREA I \ L \ \ / _ / r ' \ 1 O ' I. - ��{ /'� ` #(� \�3 ° ems. \ \ \ x333.76 \ ;A" \' T4El •. \ ice. I / i 2 `� \ '\ `\ '\ I 1 / / ` Z ��•� \ �� _ ` I \ \ ,\ J �. ,C' I '( '. �Sf�l" O �` // • •� ' / •v • �s' 340.5 I / / \ \ I I O \ �\( fiA1 #8J 1l� + / ` I � I � I I s.6 � #1 I ,� ( %'•�• �� \ 4 K29917• -- / / / / I LIMITS OF GRAING / RESEEDIN`G I �' k� �� \\ 4 \ \ \ 'I I l� I I; r.'. 1 7\� \ .� ..� \ \ + + °\ AR I = -� / 28/04 A - ` #10 ` LIMITS QF GRADING / RTSEEDING � c tLsnN' i I � 1I I / , \ \ I I �� J I 'I .• � � + \ I rh A [E / / I \ I r E '\ f \ \ \��• .P i� n� e 1 •� / 71 `l� / `''� %1r1 - : �\ I ' + + ' I \ / '' \ / X / X336.59' / X /� / / \ \ \ � / x3\ 1v \ \ I ° � / X323.1Q \ \ 6 �I I + + + / / (�(+ k280.79/ `++ + , 1287.94 lily / / I -� ` i- I /' I I 1 4� �` ' 1 I 1 + TL_ + _ _.� - , `+ - t- 1 t + /f-�1 / I / I I I I �Q'I I j \ 1 / \/' / \ 7 8 �\ \ 1 I + + J 't ` r a: I 1��� �\ . 11 `� X293.15 1 1 ��••1 / / / 6� 1 1 2.84 ` `\ A�1 LB \ `\ x a.t + + + + I C - x��r36 CA // AGA AC i PN / fl 1 PN \ / 38.17� _ \ I j ' / 6' E r1 o E 1r 1 I A E \ \ X .OR, �` M u V y� �/!/� �/ Y/r�Y^ ^YV �Y" YY 1 \ f '� Y - -Y- Y - - �- Y Y 7-'/� r' ^` 1 - _ - - - - , Y� V I 'r `�p•'•i4` J�µrU�4 wu + • r4 , I ,�+ '•' I ` I7't/ F - ----- - + �, / aJar4r, - --- --- ---�� uV - + + - --I 5 N�JRTH OF �+ r / a TH 3 + 4 �i r N 7H F n 4� � + m, E\\ �iu, -t -_ 4 + e 1 + ':+ _ + yI I�I%Ifj ` 5/ A)? i , Ono anrc + ,c _0 1 Oiy2' SOU Oft �� + E`-kr� \ + -� ?i e , r I I r 1 E , t 7 / i- + F_ = 7►_ L. : / \ \ v5 S E YARD LINE 1 - '►rm��o \ ►i oF- J+ i„� ,�• .'IVinfo hn A ue E i �E Ahi7T� - •hn�t.�'` `! • J 4mA - - 12 erno� nn .` Q C)F ;?V4 EA11/N5 CF RAIL I -El :E x' - _ 1] r3 - '] L Y Sro,�-, Vr FfNCE I I- REMNANT OF ST�NE WALL 2 \ 1 \3 \ ) I .,I , 1 3U513 I I 2 6 � 3 -' X323.90 1 AG 1 AG AC I I CC 1 i N I I AGA AC f PN / CC AI;A 1 PN AG AC 11A0 \ I I / 3k ) I I 3 i 1 1 TO / ; �` 29 �\ , - - - - 1 - Z81r,a j80 I X3 8.37 X317.49 The S / L / A / M Collaborative Architecture Planning Interiors Engkoering Landscape Construction Services Technology ■ 810g1eiatvyOoubvrd ❑ 29F&miV nAvww care" CamecJ 0 Talgahaa M 65! d1T! Tdbphane 860 6b7�T! FtX bIAD 67� Ftf 8 1"1677-65tJ7 Additions &Renovations to TIMOTHY EDWARDS MIDDLE SCHOOL 100 Arnold Way South Windsor, CT SDE Proj. No. 132-066E 05 10 20 40 80 I 1 Mmobw M/D/Y ft"d For 3127197 Responses to Comments 3/6/97 Responses to Comments 1 2114197 Wetlands Resubmlttal Site °:a n Plan /Southl IOtto I Orawfq Mw" 1%fl%9% 1'40' Lw6 Prof, ftmbor 95040.00 Land Use 5'cblr #a/s 1 2 3 4 5 In C1 M a _J1 r 0,6, CHARD _ _ X 342.6 4000* 0RCHAhD' \ \ TO REA11A IN---\, LIMIT,QF GRADING & RESEEDING \ / \/ �'` X 345 5 .. ama'aw xI Wawa" wwwwo X 341.9 - - - - - - - - - - - F 200' ORCHARD ll T0 REM,41N�_J LAWN 340.1 (Reseed all disturbed LAWN I SKINNED I SKINNED N (SEE SPE V/1= X333.40 K332 W-87 WS-93 .-Do W.F.-Se KF.-89 X32� W W KF Y-910 7 1111-84 an LIMIT OF GRADING & RESEEDIN IM-812 N 40 \LAWN eed all \disturb4reos) _N� x X X329.46 X 329 �46 k <330.46\ x328.96 X -1 �ON 6 I x 93, X33 .71 jI 33 .71 X33 .45 as) 1 II x 330-71 JE1 329-53 -- - - - - - - - - - - 633.84 __T Mu MC kA < ±7 X 335.8 -waft ice. Jx 332.q(-] 27.86 4 ,332.31 LAWN Mulch Bed X332.56 ---_Llulr OF �URCHARO ,,331-58, LAWN 339.4 ',334.,�O (Reseed all disturbed area�) V Yl Ws.,4 7 X333-13 331.16 10 % Mulch Bed LIMIT OF GRAD�NG & RESEEDING ly, LAWN 3350 334.2V 3�a�4 r A GTES PLANTING / ' \ -- _ DD II �. -\l / -- - - I I --MWc,� Be 26 II �TTG n '6' Tree- -Grg s RR II 1. BASE INFORMATION, TAKEN FROM SURVEY PREPARED\BY DESIGACHITECT PROFESSIONALS, INC. 1.0 PROFESSIONALS, INC. SHEETS,-.EX-3 AND EX-0PREPARED 1996. THE II II 333.19 9MAKES NO WARRANTY FOR INFORMATION SHOWN S EXISTING. CQNTRAOR SHALL EXISTING SOFTBALL FIELD TO REMAIN x 3,11�05 AND )6 I IRTION. 11 II VERIFY CONDITIONS IN FIELD ANDTHE RELATION IP TO NEW CONSTRUCTION. FIELD MARKINGS BY OWNER NA DISCREPANCIES SHALL BE REPORT6 TO THE CONS CTION MANtGER FOR 6.4 RESOLUTION PRIOR TO COMMENCING \1RELATED WORK. '338 331.49. , 2. PRIOR TO COMMENCING CONSAUCTION, CONTR CTOR SHALL NO FY CALL BEFORE YOU DIG' (1-800-922-4A55) IN CONNE��(ICUT FOR fIELD1 X329.19 II LOCATING AND MARKING OF SUBSURFACR UTILITIES. X 32.80 324.7 it -.e 21 II P GJ LAWN 3. CONTRACTOWSHALL MAINTAIN ( REPLACE IF DITURBEDh ALLiEXISTING RE II BENCHMARKS ON SITE FOR VERTICAL AN ORIZONTAL RgERENCE] D, 2 Ox 3. 7 n(\ 4. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS FTnR 1 4OF THE TOWN OF SOUTH WINDSOR, CT. At� LOCAL, STATE AND FEDERAL M .00, II REQUIREMENTS SHALL BE ADHERED TO IN 1HE PERFOR4MCE OF tHIS WORK.II HH A \ \,�­ \ __ W,33115 R�� X329-05 01- EED CONTRACT I S5 PRIOR oe_ 100, 5. WORK SHALL NOT EXCEED LIMIT LI S UNLESS OR OWN&14.1 \.72 319 55 II .3232 x3 II WRITTEN APPROVAL IS OBTAINED FROM TqE CONSTRUCiON MAN�GER x332.48 - -.,-I e �1\ .00 0 ED �N THE SPI!CIFIGAI�ONS 6. THE CONSTRUCTION LIMITS ARE AS DEAN♦lb "AND AS SHOWN IN THE DRAWINGS. LIMITS OF GRADING SEEDING X32 49/ 00 .0 AN'61-3. Z M u d 26 0 1.� COORDINATE WORK ON THIS EET WITH DRAWINGS L-I.\L-2 LAWN jv- ;Ci3 .2 20 RDW -7 CONTRACTOR SHALL SET PLAhTS OUT INFIELD FOR APPROVALOF - - 1,00 �LkATIONS BY ARCHITECT PRIOR TOII LAMING. 300] 31.52 I" 11`. PC 31692 31 .41 n me-ninprm aprae �Tnlll%Tlinre nAlfiriArt, Te A Z� ALL UlaILIADLU 8RCM3 TUII W)IMEU Df Z)JnL)klUnr3, rMlILML1111a, MPLCHES, PLANTING BEDS OR TRIE� PITS SHALOBE SEEDED LAWN. X329.08 I L/ \ , // / / / / 1 ;;11 Ax333.43 I _ I SPADE EDGE ALL PLANh� B PS-WITIN LAM AREAS UNLESS NOTED '3 .19 V333.4 3 IMM ERWISE TO RELIEVE EDGING1 41 MULCH TO /317.48 X314.9 1111 ALL PLAITAG BEDS ANO PITS TO R&EI APPR VED M ZZ - DWTH� WDIG*TED IN PLANTIN DETAILS. ALL TREE GR PINGS SHALL 339.3 X323.12 �7' 7' BENqT IN A CONTINUOUS BED. r F.' 7 j 7 F. L -332 PLAN NG QUANTITIES OR TYPES 1211 1 MERE DISCREPANCI OCCUR BE�r LAWN -316 71 4 S�841 ON PLAN A PLANT LISTTH PLAN' ALL PREVAIL. X326.7�// ou OR T COMPLETION OF FINISH A ,� " Fn _.00 40 TREES SHALL, ffE PiANTED AND tET /P/Rl' 320 ri im An-jArrmi i A4Aw Apr A r, a b + j TS Z: 314 8e EY l'D, ,540 41�, .01 1000 VF =-326 J6 100 L X33P.37 315.17 NA HH X320.93 J.36. 89 11 1.58 Reseed FL =,TT4 24 rfm .57 28] -31;�\ 3 01. 0 21 X324.46 RDWJ 4 + At /7 X # . .. ... . 1, , A T I It S/L/A/M Collaborative Architecture planning Interiors Engineering Landscape Construction Services Technology El 2NFwn*0m A!wv comw F&n*otn cayo"060-w To"%" 617 T " &V 667-XV7 O"Fax VOM &V 627-W Additions & Renovations to TIMOTHY EDWARDS MIDDLE SCHOOL 100 Arnold Way South Windsor, CT SDE Proi. No. 132-066E (4cVtk 7�=r� 0 5 10 20 40 80 Akmebw M/V/Y kpjvd For 3127197 Responses to Comments 316197 Responses to Comments 2114197 Land Use Resubmittal Site Planting Plan !north/west] A#(* DrOWAV Mwbff 1131197 scsk 12-401 LW �Ir pwj, Mobw 95040.00 W. - Of LF 7 71W �10 Al 81 C1 DI E 1 2 3 4 1� A5 II - ATHLETIC FIELD SYSTEM r" INSTALL NETAFTM MULTI -OUTLET EMITTER ON SCH 80 PVC NIPPLE INTO THE TREE BOX. RUN SPAGHE"IM TUBING WITH BUG CAPS TO THE TREE BASE, i INSTALL I" POLY BEWW THE ASPHALT WITH A $ 26 A Sht OW IRM PAC'H Ali 2 {, ORM" IA" 2 4 �/ / z 4'' x 14 F 14! 1 TO H ER E ,- 2\\ `'• / 2 00-11 A 2 \\ A3 2P {000, jf PHASE I - BUILDINQ -SYSTEM Al � _1" �` r�IWSTAi. L A 3' 13ALL VALVE IN STANDARD VALVE BOX W/ 5" EXTENSION FOR FUTURE ATHLETIC FTEI.b ZONES. INSTALL W/ (3) RUNS OF 018110 OF & (3) A14/1 1' OF WRITE WIRES CLxL.ED IN THE BOTTOM OF THE BOX FOR SPLICING WIRES FOR �. 'I` FU'TUiLE FIEWS. 3 � A(18t4 3 MOTES 1) VVILDM SY3TE)d IS DESIGNED FO(R 1I TO 2S GPM PEQ ZONE AT SO P9 AT THE POINT Of CONNECTION FUIVRE A• RLZM MW SYSTI!M SHALL, BE DESMNED FOR d4 GPU PE1R ZONE AND ISO GPM OF RUINNING;2) ATHLETIC FIELD ZONgs'Il7 V TM 3U` DiNO S1'S'rW AT ONCE. !RB>!iUl� SHALL BE VMLVgE J BY THE CONTRAL`TOR BEFORE BIDDING. TI{Fi FUTR1ltE ATHLETIC FnaD SYSTEM WILL REQUIRE A BOOSTER PUMP TO BE LOCATED AFTER THR BACXFLOW PREVENTER- 2) SEE ALL MAINUFACTURES'S DATA FOR INSTALLATION INS'MUCTIONS AND PRODUCT SPECIFICATIONS. 3) RUN TIMES SHALL BE DET'EIL.L INM UPON CNSTALLATWN BASED ON FIELD CONDITIONS AND PRODUCT Sp1CLVICAT1OiNS. 4) DESW 13 DIAGRAMMATIC. ACTUAL 124STALLATION MAY DIFFER UPON INSTALLATION DUE TO UNSEEN 3" HAitCD EL oatrpTl)C'TIaNs. S) INSTALL 5100. M AND S)0 HEADS Ot4 PL7NNT PIPE ZIVITYG . WSTALL FLTIVR$ ATHLL`4"fC FIELD HEARS ON DU RA ULTRA SWING IOIN ! , Mr To GRADE. BACZr EIT L 2*I CLEAN )AATMUAL. AND PROMLY ADJUST. 6) III wATI014 coNTRACTOR is RE RIONSI U F(M BUT w- ft L1M = TO THE COMPtzm "STALLAT" OF Tun TORO IRj"GAT74M SYS) M. WOit)r, ALSO INCLUDES THE WATER AND ELECTRICAL TAPS.POLL.OW ALL AMICABLE CODES. ALL Wo" SHALL BE IN .kCCORDAMS wrM THB OWNER'S RfilIRESENTATTVE BEFORE INSTALLATION. A7 le ,�- RUN # 18110 do (1) #14/1 TO HERE 3" A 3 2 ►3 JOOOO LEGEND TORO SUPER 700 FULL CIRCLE 4.5 SPRINXLEZ O TORO SUPER 700 PART CIRCLE 2.0 Si'RIIrKLElt O TORO )W STREAJA ROTOR W/ OW M MUZZLE (ARC AS NBC'Y ) • TORO TM 4P SOVAY HEAD W/ NMLE AS NfCE3$AA!' ® TORO 25046-N 1' FLASM VALVE (1-2 PER ld-. 3 PER STAINDARD• 4 PER JUMHO VALVE BOX; M DBY SPLICE KITS. WIRE TO BE 118 MS OF A 114,1 LW) DRIP VALVE A33EMBLY (314' 120 MESH DL1C FILTER, TORO 264-06-03 3i4' PLASTIC VALVE IN STANDARD VALVE SOX. USE DRY SPLICE KM. WIRE TO BE 111E 41 S. OF S 114/1 UF) ® 7MO 216. 7-06 1 113' VRASS PRESgL+RE REGULTLNG MASTER VALVE IK STANDARD VALVE SOX tUSE FOR THE BUILDING SYSTEM. SET AT 65 PSI) BIOpq 01K4J(NGE t2'J BALL V AL"v`Ei IN STANDARD VALVE BOX Ny/ 6' EXTENSION Q TORO C4-W QLWX COUPLDt ON DURA SWING XXXT IN x50-W CAP TORO 476 W 1 112' QCV ON GALVANMW PVR RLOW-OUT IN 10- VALVE WX TOW XP416 CDfM(JLLER Moon IXF4-06-0e W1 MMI-A EXPANSION MODUtE a RAM GAUGE (LOCATE IN BUILDING UPON INSTALLATION: REQUIRES 115 VAC. USE COINDIUTT POR ABOVE GRADE W M ONLY; INSTALL RAP4 GAUGE AT BUILDING ROOF EAM Q POINT OF C'ONNECTIOR 0' L 42 FWM THE 4' Si2V1C7K UNE AT 80 PSI; A BOOSTER PUMP WILL BE REQUIRED FOR THE FIITURI3 ATHLETIC FIELD SYSTEIK: PLUNf3VLG AS NEC'Y . RUN A 3' MR -OUT FOR ATT.'1CHMFJM Q BACICFtOW ASSEk[2;I Y (FESICO USY 2' "D ON 3' P914 LOCATE UTON INSTALLATIOM: PLU),ai NG AS *NEC'Y ) .�,..� MAIN LINE i2 V2' 01 LARrjEX- CL 2W RT PVC, 2' OR SMALIZA-CL 200 SW PVC; PULL OR TRENCH 12' 18' W� WIRE: THRUST BLOCX PIP$ R FMINGS 2 Ir2l OR LARGER) ZONE PIPE (1 I!2' OR LAXGER- CL 2d0 SW PVC, 1 1t4' OR SMALLEIL-100 PSI POi.Y. PULL OR TRENCH 8"•12'1 —' — — — SCHiDULB 40 PVC Sa ERM (SIZED AS bNMIMP, RMALL 24' BELOW DRIVE OR WALT) z Moon �$ O r�y o � N 0 U►.o 0 a g o y_ N 00 V►`1 Z U z A 4 0 U z t 0 W 9� 04 z M. 5 DATE: 08MAY97 SCALE: 1"=4a' DWG NO: 97-13-484 o_ 1•� 5yt"J. Wal / ! 7 li L A / M Co//a b ora ti ve Architecture planning lnterlOrS Engineering Ntendscepe Construction serrlces Technology Narr;eckv oM T Aso ��r7 Eau 860 617-6507 Drawn HT Chochsd PSS A00111017S ar h vi0 vat%VIIS to TIMOTHY ED WA R _D S jlUIinn F Sr.Hnt11 100 Arnold Way South Windsor, CT �9Pr^f W'^JJ.VESN. Ar.ww 1 y .4�{ t 0 '0 20 4-0 80 Y 7 Rpbff M/D/Y L � J Underground,.'. Irrigation System Plan Deft 1b+rkR Mmb1r 5/10/07 -40' L"8 ftANW" 95=.ta0 Land Use 5%6rrrftals Is -41 TYPICAL WATER TAP W/ BOOSTER PUMP WATER METER, AS NECY. GATE VALVE W/ DRAIN UNION u0 - uD � 1 lit_ SERVICE LINE FLOOR W/ DRAIN NOT TO SCALE PUMP RELAY _ -- CONTROLLER RPD -- 200 PSI GAUGE I I � TO IRRIGATION SYSTEM J CHECK VALVE `- BOOSTER PUMP (BOOSTER PUMP SHOWN AS A TYPICAL DETAIL. INSTALL ONLY IF NECESSARY) TYPICAL VALVE ASSEMBLY ADAPTS TO ALL VALVES. VALVE BOX MAIN LINE POLY ZONE PIPE TYPICAL BALL VALVE MAIN LINE FPT ADAPTER -' SCH. 80 PVC NIPPLES Il IIi4 GRADE STANDARD VALVE BOX W/ EXTENSION I ,-BALL VALVE FPT ADAPTER TYPICAL PIPE AND WIRE INSTALLATION Iv Illy 1'h PS ui h: 1 4 tt'e 6 it, r1 r t.5 r I oil z t ^' POLY LATERAL CONTROL WIRES PVC LATERAL CONTROL WIRES rnun T s. muur nnu care PVC MAIN LINE • a.u.� A - 18" TO 24" ; PULLED OR TRENCHED; SEE MANUFACTURER'S SPECIFICATIONS B - 8" TO 12" ; PULLED OR TRENCHED ; SEE MANUFACTURER'S SPECIFICATIONS. C - 12" TO 24" • TRENCHED OR PULLED WITH PIPE ; ADD 12" EXPANSION LOOP {i J , s � AT EVERY DIRECTION CHANGE AND EVERY 100' ; SEE MANUFACTURERS 1i •r' P rJ. SPECIFICATIONS. TYPICAL FLEXIBLE SWING JOINT GRADE SPRAY HEAD FLEXIBLE SWING JOINT *FUNNY PIPE' �- SADDLE ZONE PIPE FUNNY PIPE EL TYPICAL FUNNY PIPE SWING JOINT ROTARY SPRINKLER FUNNY PIPE 90 DEGREE EL FUNNY PIPE - SADDLE POLY PIPE MULTI -OUTLET EMITTER u ROOT BALPYC NIPPLE LBUSHING T x V2' BUG CAP FEMALE ADAPTER r ) I I _H_- PLANTER BOX / I STAKE - T POLY POLY PIPE SPAGHETTI TUBING I TVPlr`.AL MULTI -OUTLET DRIPPER GRADE TORO QUICK COUPLER VALVE 850-00 CAP 12' NIPPLE SLPxFPT TEE STREET EL 1 PVC PIPE r TYPICAL QUICK COUPLER - INSTALLATION NOT T(1 V-aI F h 4e J lt.r y� ,/:t•1 it 1 }� . rl 1 1•. T 1 , 4 L- w- 'r. d h J: ;�J r` w,�is,1 J ?�1 A���ii fir. iJ+6•..-5s Sr" �''7 �1 1 -1F> �' ,� v 1 -,Y �' ntL :i t /i•t• �'t__� �• i rF � 't 1 iw i v vf. is t l r ' t � }� ?. �r 9`'. r k'pti syr -a 5 � �•]�y t ; #' ,• µ ab `+h rF � � A .gyt-.; st�� S t y X `: 1 , f �. 14, 5,4" . �L, r ,t�,�+• 4,,, _b >>`4.'1} 2, '4{ ) t<k '� � `S ! #,�' .. f9 Fri ♦ - I J - + L (, �P' t' �'r` ;�` 3 i�t..: r .0 .-:.}1'i�','�=•� �:k ✓.i` .� .*.. - 3�' 1 :?�s .n.,3� I .. .. - '"�''nlJ11-�..� r' hyy_=�flw+.e !.`drS THRUST BLOCKING AND ANCIIORS FOR UNDERGROUND IRRIGATION PIPELINES Sv Step 1. Multiply the working pressure by the appropriate value shown in the following table to obtain total thrust in N (lb): xa oe". - PIPELINE THRUST FACTORS'. t ►��. •`••o••.P Pipe Size Dead End 90 d5 22.112• ;t, " 0•��;;� d� in. mm or Tee Elbow Elbow Elbow ti �a 1-1/2 38.1 2.94 4.16 2.25 1.15 2 60.8 4.56 6.45 3.50 1.78 2-1/2 63.5 6.65 9.40 5.10 2.60 3 76.2 9.80 13.9 7.51 3.82 3-1/2 98.9 12.8 18.1 9.81 4.99 4 101.6 16.2 23.0 12.4 6.31 6 127.0 24.7 35.0 18.9 9.63 e; �t 6 152.4 34.8 49.2 26.7 13.6 Ne. ` .# 8 203.2 69.0 83.5 45.2 23.0 10 264.0 91.5 130.0 70.0 36.8 12 304.8 129.0 192.0 98.5 50.3 �, # �r / oi:�i • Based on thrust per kPa (psi) pressure fS !• 1, Blocking for cross may not be needed with long branch lines. .els*� i, 'i�• r4 Step 2. Determina the bearing strength of the soil from the table below: Sound Shale Cemented Gravel and Sand difficult to pick Coaxw and fine compact Sand Medium Clay -Can be spaded Step 3. Divide the total thrust obtained In Step 1 by the bearing strength of the %oil to get the area needed, m2 (ft-2). in. min 1b tr 1-1/2 38.1 6.1 22.7 V 2 50.8 7.9 2.1/2 63.5 11.6 51.6 s 3 76.2 17.1 76.1 3.1/2 $8.9 22.4 99.6 4 101.6 28.3 125.9 5 127.0 43.1 19,1.7 6 152.4 60.8 270.E 8 203.2 103.0 458.2 10 254.0 160.0 711.7 12 304.8 225.0 1000.8 Based on side thrust per G89 kPa (100 psi) pressure per degree of -�----� deflection. t4;!r NOTE: Multiply side thrust from table by degrees of deflection times kPa (psi) divided by 100 to obtun total side thrust In N (lb). TYPICAL THRUST BLOCKS NOT TO SCALE a 1 t�yl f rt"1 c c '`y�:+���z r h�{r t t hit 1 41 e J `I4 h ;� �:b � 7t •. Collaborative ,,spa smA planift Maim Whee ft Landecept Construction $e We" ?z Technology r -. j .. i tip„k cr �"�` �° ' .,.rq,+�►-. {1 ■ V Q&abiry 6tdo d O X F.n>tivxl Aw w Conroe f O�b� Canatalcflf w Tam 860 657-V7 Ti#PA= BW 6V-07 Fix 8W 6.V- W Fox OW 677-6Z7 dhc HT P,3 Ch"k#d t 7� rq r4 ^�'�•� t Additions & Renovations to TIMOTHY ED WARDS MIDDLE SCHOOL uswk sy •Y.Yrx; : 3�'rr Airr z?' , ��f t r� i- 100 Arnold Way South Windsor. CT SDE Pro], No. 132w066E �� .� l' f'"i�c � . f�J .l• �. - "�?,'v -' fir_ 4ft'r 0 5 10 20 40 80 mnbw M/D/Y kFAd for _ � I ;+• -, f,"� yF,`4.�s ,:'Nul�tn+r .7:s�s s Underground 1. e Irriga tlon' �A k 00rem De tallS 5112197 .' .. r 40, i y _ 9 s � PIsL i11MnON r-:: `� 1 00 i Land UW &"a nSi- 1 2 3 4 Al CI EI "CLOSING LINE" (SEE NOTE No. 110105 0 I EXrsr. CB. T.f: =J15.4? F.L. s312.44 -, ________- - -_� -- MAP67, LOT77 F.L.=311.47(155) MAP67, LOT77 \ ' t F•L.=311.:57 (15 E) �It ` J ` N/F 11;+ LIMITS OF CAYSMUCnai/ N/F ' l TOWN OF SOUTH WINDSOR ATCAISSAWUTCA7XSr PAVEMENT TOWN OF SOUTH WINDSOR � .., ' ` �` •' . , y It AT EXIST. CATLr`1 BASINS \ 5 3 \ � ` ` \ ' • \\ rr � X324.13 It �\ ` 15.73 � \ `\ � X30538 )OQ. \ 0 r t,4 •-•,. ` �` � � ` �' 0.'95 .� u � a:3t4.29 X32�, . �"'\ gun bruiX309.25 REMOVEEX.MGRAfES ` • 1 \ ` \ `t' / - ♦ , PROP6,5ED 10' MD£ \ (S£f DETA/LJ 3 0 if _ ♦ ` GRAVEL 4CCESS DRIVE (SEE DETALL) \ lNV/n=3P2.99 rNuout=30t.40 x3 7a ` N 6�5 56'10" W It 41130' - s -i " 1 O O O , + it M ..: � ........................ .................... .............. ............. ♦ \ \\ \ \ \ t , �.lc� �%_ tl N'1 rt l ,� %dA v ��y X304.10 \\ ♦ . \ � '. --. -r-- -- -- „ ' I ' T.F.= .50 p � ` ` \ ♦ \ \ ` L/MlT O� XlST. ORpffAlru r -� X3" 26 - EX. GRAVU ORim 22,03 1+1 i �r _ . / .out= OL40 t fvi� ` \X325.70 _ ---- - \ ♦ ` \ ` ♦ \ ` \ ` ~3 5. 3 `\ \ X 321 8 ' ) / \ X3U4.39 X304.99 ` \ , \ ' • \ \ X325.63 / X32d.30 \ \ +, r , / • RIP -RAP ` PROPOSED LIMITS OF CLEARING ♦,\ `\ L / 1+ 1�, ,r 'x 3,68 EEWERGY DETAIL) ArOR ET. OtlaETNa. 2 X319. r T.F ` A O -- (Y , / , :♦ ♦ / out 303.50 , R 3 55.70 r y t yt /NV-J03.50 (6- FXE) 0 ` ` ♦ ♦ ` ` ` �` \ " \ \ 0 _6M 111D£ R£CTANGULA 11£/R) t 1 ♦ � 1 1 l f 11 , 1 \ Q ` p ♦ ` ` ` � � ! X 307.07 \ ♦ \ I ) 1 324.19 P.C.B. 21 tt TYPE CL' t tt I ) \ x I , ' - - O , F.=319.41 ,t ` 320.2 ) i \ t. PERMANENT ` 3 1 ,t II ) C.B. JO STONE FILTER F.=31 B2 (SEE DETAIL) \ °I 1 V-310.04 ( ) X313.27 \ 1 \ -�l - n, _ -, - - , - (� - \ I I ♦ \ O r 1 20'-15 S %i{ 1 ) \ \ ` \y I `1 X309.49 r o 1 \ ♦ ~ it \/31 \\ .' jj \ ♦\ I r, 1 J t1 X31443 IY Q X330.46� X328.90 Pviofim 1 Tekri 110 6 ni irfC I \ �s ( tfln t II *S£DJ ST_RU_Q ` I LA1QL11 ly 1 VI 111147 rVU1 « 1 3 ' I ov t T.F 1� 5 y I 1 `Vi=312./� (15� ° t , \ I 3 7.28 0 0 t o /NV = 1 .40- I ° -- O _--- O 'X,'3>?6.� '� \ X323.40 c� ) � `•T (6� I ` - ; \ 313.71 I \ t / \ I , \ y 42 O x 3\ \` O / y •1 X319.' ) m ) \ + • I 1 _� I 1 . / ° t X314.97 .\\ 'tt _. ` I \ ♦ ` �� `.J' r - r � \ r - ` 0 F i e1 1 d t 9.� 32 •2 \ I i ` t X33 .71 0 , 3/ It t + ; t ° t , P C.B. 20 33 .71 1 I ! `X323.89 ) TYPE CL' y , / t / INV =316.32 % O T.. =318.28 ' t1 , t F. .=(dlsrgoor) f! I 1 ° ' •d ` X315.44 X315.42 t X33 .45 ' O 1 ) ' , yo4 T.F.= 18-40 \ QG' Il+ , \ ) ! 1 I I /ram O 7 t ti F.L.= 5.90 � ` � YRI�780 / I ' X330.19 O ° ` / ' F.L.=31380 (1 n) 1 I 3.40 (1) 1 X.31 318.4, 3.30 (15--OtA 1 I / I ) 3 X327.82 , I vr) , 1 S 0 X329.06 t1 / ' L `ory .2 It I / J ,✓ - sic - -J ; i r , X321.13 4) �1� 4 15 N-12 O2 ) \ P.C.B. 29 - 7) X330. t ) 1 ® c;l 100 15r T.F.-J15.40 p X327 a. / / Y.D. 2 ' P.C.LL9 T.F.= `o p / J v 1 32 3 , �\ , _31 .QO (4 .=320.f0 "` 4 3 r t TYPE 2Y-CB' , , T.F. 32T23 =316. 1 /NV=313.J t�-� 314.41 ) 0 \ T.F.=325.50 , , r NV9.J8 /NV=316.59 C�7 4. o ` r , ISM 20 V15' ADS - C � \ X3S6.48 - ) INV -J22. 00 , r \ , ) O 1.0x c� \ X336.9�' , / t ?s / / / r �\ \ , \ \' S N-1 • tt! p \ 4r 33 .33 - X335.27 ' / ' ` ♦ r :3i3.77 , X329.53 4 I /r ` 323.23 EX • , -J1 59 X3192 t lNV�311.7 I ° - _ - - - - - ` ' X333.84 r r • `� 31911 . O 1 _ r lX332.68 ! / / ', \ \`` .33 � ♦\��r t �' � At\ gq O D \ ) I X333.40 0 YD 319. 7 E • 1s L �, \ �. TF 27 F.L.=314t38 (12'in-S r ,` / IN(Yn, $1 .06 \ ^` rl r x� t.7t t'.I I \ x332.90 �� -.� =/.zs • \ F.L.=3 4.23 (15'out) i `` INV' ut -i1 . , + - - - X332.31 !r it ([` \ \ `.87 t \\ { t`+D4 0 I � X332.56 , � ' I DrA -off � X331.58 / tr )) \ rr, >. \ r 1 ` ,, i - ♦vo ��J 19.43 / I / v 0 X334.80 £X. BA , y'oC r _ I L� _ / P.C.B. 5` X31 .80 r r - 't X3 .17 r1 YFa3 S&_ f) `\ ♦ rr + )` I , , t X333.13 / X331.16 x. ,.97 - - -!`�_ `,f® ) �, Service �\ Y. \ ! Staff l._•1 0 + .. _ cB � � ` t?' R.G _ � \ X313.05 I + n �I! GPO _- _ _ _ _ - -- r -3f774 (�sr oirQ kin J ' 1 11/In� PE.1O hi' D. cv /NV=3 ~2 - - �' \ / J /" 1. , 'i30 �u - ) \ `�`__�\ LUU11U(( r OQ r T.F.= 99 (,Uu� X320. 1 / ) \ ��_ u R) X334.2Y X332.2 , , ' _ r y `` 5�. \ - FL 15.19 (cwt) �zPa .i, r c41 `A ' �. ` \ \ Q. r / X328.34 , + ' _ tIV 0 \ _ )r A / r 4 1 £� , 1 �, ` r � d21.35 •P� \ \ T.F.=�1.J 74 GA' 81 X333.19 /r us )1 0.69 P.C.B. 9 � `\ / r , �F.=32.157 7Cs 2 ring `, ♦ ' EX C.B. /® � h X' / g ) ) / 1 £X. 4P. (B£ =318.94 47 -_ _ `•� 5 _ _ G� T.F. ) �`�•�. ' I ✓ 0' ,, 0 1 , , i 0.J2 EAST t ' X331.49 / P.C. 2 / / 't2 a g ,� F 315.25 (0n 1 • fc I I ' PRA? 41 1 / � 15�'FL.=3150.: (out 6 a F!5 1 t � 1 ) / f r 11fn1!► T.. .57_ / . =31 2 rt51 tD \\\� / 15 _ _ •_ ` �O�Q t+,�P' � ' f 20�1� ADS N-12 u�aQQ /NV 317.94 X329.19 O lox X 32.80 324.7\f.L-JT66�` �R_ n2. l x311.32 T li I I t / ' , A � _ � � s _yam _� • /i ,7j` i ., ` FF. p ` 0, .1 / ; t X321.97 ' I TYPE CL _ `t p 'S '..� _ - T.F.=311.50 _-32 �� t Y.D. 31' / �U /NV-JOZ96� \ ' X331.15 �1,vA t1 /� X329.0- �r , ,- r'/ 31508() N ,' E♦' I ) 15.71 rn ' X332.48 r' ` X323.2` /X3 .72 / X319.5'S F.L. .66 (out) �' ,U9 �� l , 0 t C7 / TYPE CL //' t F 319.80 INV..w31L07 (15E) �Se ico - 10 , X307�19 a + , INV­fX5.907 (15%V1 t , l X327,49' (NV=J10.82 (18) �/���� _ \ •'�� rtt ' nL. OLEI ' r X330.21 i , O \ 117. o. 2�7 O �O /X331.52 / , , 43♦ �� O `� .=306. 6 7n � Tnei S1 LIAIM ColIab o r a ti ve &CtMteCAxe pkuyiv htffkm &9v Cawb vft 8&-& a TeY ■ A7arlan6ureotbllyd ❑ afFwmi#mAww Ta b�hatle 8Q0 d�7 d7Tl F*X' 80W d�t7-�// Te1N1aAave OW W-07 r"wW 627-W Dran Xp p1aded RA Timothy Edwards Middle School Foster Street South Windsor, CT I,P 1 V wow0 5 10 20 40 80 AAr6rr AI/D✓Y IiwNd Fir 1 3127197 Per Town Com~fs 2 316,197 Per Town Comments 1 2114197 Per Town Ca► vents Site Grading Plan (North) Dsk DramtU 1121197 1401 C-1 "AU11bw 95IJ'4tJ W Land Use ScmWa/s 1 2 3 4 to an CI DI EI D. C) t i t i r ♦ r r '33 .33 -' X335.27 r X332.68 X332.90 X332.56 X332.31 X330.19 + 9 0 0/.�-- O C--' O / ! \ g�i f:L�3133.80 .40 (TS'ik) I , O 3.30 (15 0,* I t I V ---9. 'a \\ ' h -__ X327.82, � X31 Qir •d � I t O J Z a ?,I X329.06 1 / / / •2 4 X321.13 1 I + r 4 4%"15 N-12 02 P.C.B. 29 J` X330. t I + ® cil 10o,-1; T.F.-315.40 01 \T O r- X327 I4 ' ,� 1NV-=311_41 O 1 tOi1 O t / h ! 329 3 Y.D. 2 P.C.B 23 I T `i:J =320.0 N 1 P. F B \ t�� o 1 O b TYPE CY-CB' / , T.F. -323.23 =316.& (apt -- /NV=316.59 �1NV.=3183 m 31a.a1 0 ` 3, ` T.F.=32550 / / / / / NV- 9. \ , ® 11 r \ o t.as Aas - o X3 4S k r O /N✓.=322.00 / r->✓'Z 1 / / \ 15" ADS N-1 G-7\ � _ 1 r �_ \ 416.28 �\ , EX.J1 P.rR- 25_ \ \ \ \- - - / 3�3.77 .=319R4 1 ♦ \ C.B N % T.F.}5. .=31 59 X319.2 \ /NV.33 �311.7 O' I �',W 3 • t // / � \� r Y.D. F.L.=314. F.L.=3J4.33 (J .\ 1 T.Fi .00 OP r _ ` ` } O ✓ / / �\ + F.L.=J1438 (12in-S / o /N . 1 . 27.8 r! r/ d' .87 , F.L.=3�42J (15""out) rr o /N✓.�fl . / j X3 4.71 tI ' Q �- 1 Dry off / / 01 Uj X331.58 r ! ` �`, \ ` I ' . I t EX BAGY / rg, ' - _ ! �/ P.CB. 5 Y3 0 ® n 1Y.rf�a 10 =3 X333.13 9 .97 X17 , \ ` / r\ LO >331.16 Service --_ Staff�\-32_4 X313.05 PCB ) sr okinOOf0p X3 X332.2 FL- (in) 11 'L _ X328.34 IO 0. t1 �Tl\ pnOOl ` O y \ \ _ r \ \ r le TYPE\ CL' r 21.35 \ \ 'T.F. j3.74 \\ Qa r /� ' t - �j�•_ q � ` �^� _ �/NV=..��770®.12 ~11�c_`� �V\ y'\` \ X32 320��i \, \ \` , \\ \\ f� .,' ,`, •lJ r.F.P323.57 I 2_ / ' tin EX C.B. X �' \ L ✓ __ t X331.49 _ ! / - ' c I t ° 0.32' EAST or r / T V=318.94 6,17 ' P.0 ,tZ / ,>2 0 2 � � ,, % FF 315.25 (in) 0 �J 1 r Ir --- i EX. /.P. (BENT) F.L.=3f502 (out �Sti 1 III ' PROP. LINE / P =31 22 PO / is _ \e P eQ 1 1 T. 57- r15 t5 . (`i, • , / 10'-li ADS N-12 ,'' 13 / O I X329,19 o lox J17.94 10 q. , 1 I C. 32.80 , =J20.21 X 1 ,,` 0R EX uf+s'' r �/ ✓ Q O .21.31 /r r X311.32 I O X321,97 F' r r P.C.B. 32 ` 10 ' r / ,' r 105N'P.C. 8� �i�♦' _ ! Fy i ' TYPE'CY' h / r15• ' F.= 1Q i 31. '8 /' T.F.=J11.50 ,IAvtV-JOZ tlW I r r� X331.15 / ,' r 'E7C�' , r ,'C�- I =a X329.0 , I X319.5ST F.L. .66 (out) 9 ` ` 1 - PGB. f1 X323.25 O , /X3 .72 _ �3 \ O 1 p LYPE CL ` a�j - ' " _ 1% ' F ? r` t `n' ` 1� \ \ ,r I r T.F.=J79.80 �/ _ _ e /NV=J11.07 15 £ Se •C j� r X30494, O ~ / /NV�315.907 (1.5 N1 17 2� %` _ - +✓ J O I Iv ' X327.49,' / dNV.=3f0.82 (18) - 117. " T/L. OLE O G! r o. 27 I J X331.52 I r r /r' X I8A2�jlR�I1 H \ Z:�30211�(1 310 X329,08 ' ,' /' �. �" / _ _ - - C �O -11,0 � B. 35 YD FL. 06 (5"out) .(� I X320.82 - ,/ T.F.EX10.J2 _ F���\0 O1` i��T.Fp310.12 i�%' ., f0.6 ' X3 .13 /�/ / , F • \ /NV=JO2.68 T .. `` \+ 0 P.C.B. Jt3-•• EXp S£D. STRUC.`` f 0 47' NCiRTH 310.90 'j,- ' `-'- \�• 0.47' EAST OF ' / r 1 - - 20 �` PROP. LINE r X317.g8 INV=JO6.70 (1 N) Q __ X314.8/3 , �Q ok F 09.6 I V-302.11 1 " W �� _" ' 1/H �Svl!=302.06 (16` our)` o - o - o - N 6538'27" W X323.12 / 20'-15' ADS N-12 P. 13 / i ry sy. �' O PROPOE�� - - `� _ N t T. =31730 X316.71 / / O �' I 31U.81 / Q �' a'o� T _ _ EX Y..d_ X326/N .=313.40 (W r jZ F. =308 63 / 9 � t / // C ' �° FL�,�b1..�3 (out) \z 1 / / P.C.B. 12(t! C316.6 ' i .3, 60 / i _ X302.14 TF-J17.J0 \, ! I ,=313.80 -;• I D /i, �3 ,�-YF=311. . , . E.Y TER f.SM.H. 1 / 2 5 0 'Ex ANK 306.97 ` E�: Y.D. �rz r r r r X314.89 , I Ir ,� % 1 -�..' ` g Y.F=326.J6 , , u lNV= 5l S L T.F.=306.26 �_ / \ \ , r p 5� 10 S T.F.m30.40 - =� L KL.=323.Of r r Ir 0 .7 t J 1 / ! �\ X336.37 t \ L J `'B•R ! / ' X315.17 E.R C.B. + I \ I r 4tio / H .F. 15.95 ! O REPLACE EVIr 18" R.C.P. ' S ,L.= 12. / % WITH 64'~ 8` ADS N-12 L.>3 1.4 1 r /lZ' _ X311.57 �. ya ra , PO / \ , ' - 1 ,` \ \ \\ X324,6b 1 O 2.5X ,- ,V',� ' X310.37 8 38.02 �, t L 330 \ \ / ,R F ' It w ti I 7.2 Q\INV Y.D 1 (TYPE 1 DBL)�� _ C / ' / I a, f ` GY ns T.F=319.50 y ..n/® / ! X29Z.43� Eh: Y.D. F.-. J3 (15out) / rl'280 =316.29 (18" R.CP.) T.F.=316.5 t / �/ 0=315.75 (18' A.D.S)`'X309.78P.S.M.N.X321.06 1E r X316. t L �T I III! 309.52 . 4 i r / Ef7ELT DFTO FT 50' t P.C.B. 14 t / r /NV=30551 5 / T.F.=J18.90 310 CL' t \ \ \ \ \ l V=315.40 (15 S \`'� / / \r% ti i 305.82 .441 r X301.65 ' \ \ ` \ \ =314.15 (18`W \ \L' EX. Y.O. ' / ' 'tom y / Y.305.5 , / X?�94.28 X331.61 \ , \ /EX. Y.O. r \ ( 1iF=J14. 0 s. X308.42 t \ \ . V� 307.72 18 fll1 � T.F. =308 60 _ F.L.=304.95 (12"in) Lt lNV)=306.16 (24) \ \' F•L.=3fj125 (t n-W) ,� 1• /' , ` (15"in-E) • - L \ F.L.-305.2.5 tr�B"in A. o¢tJ XL-=3t74.95 (15 oul) f.'t R 50R ' \ • \ • \ \ \ \ ` r♦PROPOSED nRE N VICE s - ' R . P`!0 X33•i 0 ` ` 40 24 SN-12 `y' r Z = • 8 O 3\ ': • �' ' rq ' / - S'/fr t � \ • ' O 6X l 2 I p QO t _ / O `� .X301 )ID. No. I ¢ / r t 8 1 i \t\�' \ i / � 7" - r T.F.-3L5.00 .;K9.00 (24" T.F.-31a50` L\ X337.04 \ \\ \\ \ `\ r / '1 �` ' , •I 18`R40..P. \ Q O 10 1/�� \ \ }00, \ \ \ 340 , \ t $��+ � O X31}2AH i X300.41 300 77E-lN EX/STING 6' CYAY 4.25 X O \\ `\ ALE DRAIN TO PROPOSED X339.72 \ ` \ \ \ ( , . ! NV =295 00 CURTAIN DRAIN (NV =305.7 5 l/ X 1 <<287.54 I L \ ` \ � ` ` \ ` � /Ill ��// ' R• 1 _ / ! O'• ' (� ' I \ \\ �� \ \♦ \` Q _ i `1\G Q \ I I �' ,�2 r .''/ / `` / X29905 X303.14 / r \ O' X300.38 T.F.=J7 G\p � ' \ / ` ,' \\t• �� ' /' � i/ ,' /' , (%\ / t X333.76 , P.CB. J` 7' �. 1 Q \ \ ' \ ` PROPOSED E WfDE j •. ` \ \ GRA lEL ACCESS ORIV£ \ \ \ r 1 , £RMAN£NT/ (SEE D£TA/L) l r ' , / \ t T.F.=325B5 ` r \ / _ . t/NV=322.35 / � \\ \` , t \ .� I ♦ •! ^ S7Ki(✓Ef1LTFR X301. 8\` • -110o,• X 84.16 ' ' 340.5 1 I / �, , ` L \ p ♦ t N44ML)r , \ I , / r /?' I \ r O b t)• ' , 1 / `� j Zr PROPOSED 6' ' ' / r r r < CURTA/N DRA/N (SE£ DETAIL) X29�.17 / i ` \ \ t ♦ 6ET. OUTLET No. P.C.B.4 ` `\ SED. ' ' t ' ;'� ' r rB r r (&T--Vf A/L) \ NOTE.• CURTAIN D/�4/N TO BE D , ' ' / ' X287.04 _ d 7 I ty {ti r 1�}y, T.F. UNDER RIP -RIP OUT- L / T Tn0 A6 / BAR �'•+1; �.n, \ '\ 1 _ - iivV ouf=29aou \ t E t/STING r r 1 r % \ /NV =J22.15 \ lNZ! L 95 (15) \ t t I r _ ' r r \ �p* , \ I % iVV=2V..50 (24" OR/F j ' - ` p '., "[.4>SCgp£ i t` \. ` N lNV 3 7P (30,) t L t r �r t i V.-293.50 (UNDER DRA/N) 1 P.C.B. /1 X3` >/36 / 20%•15' ADS N-!2 ` 75 - - 1 ���"`•"' I X336.5�1 Z./ � � o ltox r \ \ \ \ I \ X3 6. 4 t ) I , 1 -S'.CLAY \ \ I ,' � � / ' / X 329.J5 30 C.C.E. 1 r �'-2 ` \' \ t, f I , ' ' � ' X284.�5/3 , ! ' X323.1 ' L t t I 1 �� ` \ - t� PR61oOPk 4' NCr ' r T.F.=33 . 8 / , , L ` /N� 1.00 ( � � \ V ! CNA/N K FENCE p / F.L.=329.28 edJ / r L \ L I _ r t 16'-24' R.GP. t i , , ' , , O r t X 0,6 r ' I L L , O It R AP 1 t ,� O �sx I X3 O -�^ [� -.•L O ° 25 x 11'J' 1N1ER EDl 7E I ,EEI Y O/SS/PATO _ L P/P-R_kA (SEE TA ) i -1 - - ". _y--"..... r X293.15 Ef C.B.. A, /f r� \t , \ \ ' O L I ` ` L.. 1 _...................`...,� �.... 12' WIDE GATE X322,84 \` t t t t r _ ..,.:• / 1 / t F,L.=328. f2"in) t 1 r \ -�Y l I FL.-J28.61 (1 out) // _ ? 304.1 !•...... ^ t` \ I 20%••15' ADS N f? 1 \ r• N / ' / ' � / ' / I I 38.17 t o a5x / r , t \ \ X317.67, � � � �� � •, ^ t •, L , 1 l t '1/'11��' r Y Y y''`/'I , \\ ;� \� -� �N��Y"�' ` ,yv"�%�/'1''�i--�'`�'�''•�/ y"'V^Y-1-lY'Y W~Y y �Y"1^!''1/'"'`� iY y ' ^,yW; 69�p�foj? t TH OF ' t I.P. I \ILIX. \ \ , �. EX. /.P. jTF.=332.75 J 4T N0 7H OF ♦ rY r nni _ rno c . \ l P..RQP !/NF L 0! 12' SOUA�/ O t PROP. LINE � � \ �, • .: SF7 ��� 3 E ` r9 PROP. UNE- , _ r , \' Ex FENCE c�STS / i 1293 g9s / £X. ' ' / . [t �� t7 ...__-r STOCKl10E FENCE t REMNANT OF S7thNE WACL t\ t t ^ \ \ \ I ' I t t / r t' � , _ i RE�fA � R*t!� e- INS D.F FENC .-•^ r REMAINS OF RAIL FENCE ' t ` I - { I r 0 < ❑ 1 t , , 305132 3 0 ' , I X323.90 r 3 0 LL ' I t 3 0 tt '� `� ', 3�0 ' / ' 2 / ` - - 280 , , - - - - - - Y281.6' Th e S1 LIAIM Collah or ti ve hieniars ca-a ft Tec} )*ff ■ 80GWbt&y&dWwd ❑ 28/Fi,n'V x►A► m ��k� il/)OCr�'fJt � OW • Tabpha>s 6tD�7! a Tb�r�►►alsWW-07 Fif d9d QNN�YFN FiX OW 07-W ofessionals, Inc. Clvll Enrineere • P(rnnors • Survevors I165 South SoteRltr RNA, South *Ww, CT 06074 ToL (860) 291-9755 Fox. (660) 291-/757 Timothy Edwards Middle School Foster Street South Windsor, CT cv V%M� 0 5 10 20 40 80 Akm&w AVW iwri For 3. 3127197 1 Per Town Co/tlrlrents 2 116197 Pa• Town Cam wnte 1 2IW/97 Per Town Coatrrlents Site Grading Plan (South) 1121197 scab 1,W1 C-2 Proi At#rAbff 95040•00 Land Use Submda/s 0 401 CI DI El ORCHARD 1.5 ' \ ♦ \ ` PROPOSED LIMITS OF CLEARING \ LaaU t \ \ t t / I► I P1 t 1 1_ 1 1 r `1 _I \� tt _ ♦ ` ` ! '1 � /`� Ivew 7oTIDaII t-lejl X 34 0.1 I 340 � �1 t• f % 0' I .t r / - uMl r ar EXIST. ORCHARD 1 X336.9,8' 33 .33 . ' _ _ X335.27 / X333.84 yX333.40 X332.68 % t X 335.8 ' \ \ X332.90 / X332.31 _ X332.56 / t / t / t ( 1 , \ t t t t \ I ♦ X 335.0 ♦ t \ I ♦ l • t ` I \ t ' � t l I l r X 338.1 { ' f , ' t i ' t 1 ( I r \ r r t , r t 1 ' 11 t (( U ( t fly � t , X 334,0 1 1 ' y NA \ X 339.3 q ♦ \ " � ` PRCWDSED fO' W10 0 \ X32573 \ ` N 6�56'10" W \4 \ �� . 411.30 O-OT-O-O... b ........ .... \ \ n ' , \ \ \ UMIr OFtiXJST. ARi 4RD X3 26 EX. GRA►£L DRlW,,� 22.03 u t , ' � I \ ` X325.63 / \ X320.30 ` " ' RIP -RAP � ` -•"-" '' ' ' ' ENERGY D/ ATOR Ft I I• tt / X3 3.68 (SEE DETAIL) 325.70 It 'AF P. .-. ApC ♦ O X329.4 \ O ` ' o 02. 11 y t \ tl� ( dol, I � I ` X_33,0.4N X328.90 �\ v O Existing t \ `I p 1 J fS£OJ S- RUd X314. s ` \ i t ng Tennis �ourts 1 TF , . 5 7s - �- O 3 1 0 /NV= 1 .40 =3f2.00 (15) t 3 7.28 0-0 ps,�j O \ X323.40 t 50 (6) - - - P. Ig- X319. ( ' 1 �^ p , X314.97 X33 .71 ---jl i� ,r p ' 1 P.C8. 20 t r 1 \ I TYPE CL' t 1 \323,$9 T..=319.90 1 \ T 318.28 F. .a(•yisiepa/t) 11 I /' r4 •1. �2•`CO� �t t -0�\X315.44 O X33.45 TF.".18.40 X330.19 O,O -p T/17.80 ` F.L :r313.80 (J��n) I {� } 3 40 (1.0, r • � 318.4t -3.30 (13ouE , S}� J. X327.82 ` X329.06 I o err \ X321.13 \ 4�11 N-I207.0 \\♦ P.C.B. 29 / X327 44 h T _ P !r P.C.B.\�2 \ <329 3 Y.D. 2 °\ \ P.C.E19 =31 Q0 r 320.f0 "` rr T.F. I TYPE CL-C8 , , 1r UU 1-1 T.F.Q32T23 s3f6.$3i (u,t "7\ JNV.=316.5.9 \ JNV=31t3.3 �� 4 t T.F.=325.50 , , , \ N 9.38 01 , ri inpt 1 "0 I.Qt ADS - :<3>,6.48 v X329.53 , ' \ \ , P.GB. 1 ,- i-'-"� r ♦♦ \ C1.B� •` r, :=31. 4 X319.2 \ T.F. 315. ` 319.7 /NV. �J11.7 1 ' \ , ® O / FL. =314. !n W / F.L.=314. INT.F 31 00 r , , .v� I f.L.=3/438 (12%n-5 , -•♦ `6 �• _ ' .87 I F.L.y34.23 (15'out) !t JNVtt- 1 . X331.Sg Dr g pff ^' 1 , 2 19.43 2 rY.� 10 it ♦♦ 97 1 X3 .17 �/_�1_ / =3 56 �'® 1l •Q. 0� (���ry/ Q ` b tY Service \\ PCB 8.10 O - /NV=3 1/ ! E.Y. T.F.= .99 8UR$ X320. F.L.= .99 (in) NI _♦li X328.34 FL 1519 (out)tP 1 t _ - 1 � 1pp0� \ rr E�•t 21.35 '/ c,5 ' IrJ�Y�n�{{l_ i�...•>�` `'�\_ �` 1\ `..p1,_ / 1.53\.. Lo h _ - "'� X321.05 v 69 1 y , P. C.B. 9 CF.=323.57 i 7C8 2 / �� EX. C.B. NV-318.94 47 � � _ 4. _ ✓ p.5 O _ _ G� T.F. 4 _ /11 , ' F 315.25 (in) ' P.. T.F.-'r18 �y8'� 5 Q ,,' F.L.=315.02 (out �31a 2 / SN-12 �Oa�Q a T. 957 4 �' t)r\ / \5. 0 5.oz C /NV 317.94 � / t T.=320.21 E� `I"` ' :324.7 O 01 O �_� � X 1 F,L.a375:6L._ V ��i.. \� 21.31 23. ,t4 , X321.97 \ , rj5 1 , F. 1B. ca \ -32 i _ 319.06 ' 15.71 (in) 1. it X323.2 Q X3 .72 ` i�% X319.55 F.L.- .66 (out)9.' 5 181 l 2O / . ex..Y.D. }�.. X3 .19 //t r , ' T.F.,�F10.32 ? �1- N X326.75 , • / P.C.B. 12 T T.F.=317.3o � t ♦ �y ` � \ \t EY Y.D. ``, / t �313.80 -� trF. a326.36 r ' r ' , ' NP. / / / / / O , N � ` I ' \ ` ' 1 ` �'B•��.q TF.=336.89 \ I t ` t r l REPLACE £X/ T. 18- R.C.P. `\ F.L.=334.24 W1TH 64'-t8' ADS N-12 t \ J O 25X i:338.02 � i I t ��11 . ., , _ � � f 1♦ QIIN�-316.29 YD. 1 (TYPE 1CLDCO T.F.=319.50 EX Y.D.a%w,\\ (18" R.C.P.-JI57.15 OR TF.=316.5 b. .'310.90 X318 , X31a.»/3 ' X317.07 ' PR C 13 C' '310.81 T. =317.30 X316.71 11 1 11 .316.6 1t X314.89 C.B. 1 X315.17 1 u O ' \r r , X311,57 #15.83 c. J10.83 ((12 h7) 1L13 (15"out) X309.78 ' E 0 A O " P.D. \ /NV= 51 S ' The S1 LIAIM CoIlahor at! ve AnWech re fkWV Mffkm ft T6�.•�'fJl ■ d aMWjblly&dMWd Owito kU 0b� ❑ 2ffFwmipk»A►w Wnwckd a� Tebphale r>b7 6t17-M7 FatT b» Qd7,4XJ TabpAals OW &V-W)7 Fyur dC V7-dtt07 I �vvs•i fotesslonals�, Inc. Civil Engineers • Planners • Surveyors 165 S&Ah Sataltts Read. SwA ftxlew, CT 06074 Tel. (860) 291-5755 Fax. (660) 291-3757 1 Timothy Edwards Midd/e School Foster Street South Windsor, CT C*v %%Mr=7 0 5 10 20 40 80 A)a6w Alt" rieue/ Tvr 3127197 Per Town Comnents 2 3/6/97 Per Town comments 1 2/14-97 Per Town Co mmnis Me Grading Plan (North/West) Dek CMWVMMbtW 1I21197 ,''of C-3 95M.00 Land Use SUMMa/s 1 2 3 4 5 0 a CI A I CLOSING L/NE" (SEE NOTE X 332.3 \ z of rn � n 1vv l P.C.B. 9 T.F.=J2J57 /NV.=318.94 20 V15' AOS N-12 0 50S P. C.B. 11 TYPE CL " T.F.=J79.80 lNV =311. 07 (15 E) /NV=315.907 (15N1 INV=310.82 (18) 11 I Ek%ST. C.B. Ek/ST. . 4 T F.=315.34 T.F.,=3l542 } F.L.=31244 MAP 67, LOT 77 F.L.=J09.4'7 (15 5) F.L.=311.57 (15 f) It tt f N/F I,I OMITS O< CONSTRUCnON TOWN OF SOUTH WINDSOR A r Exis EXIST. PAVEMENT „ AT EXIST. CATCH BASINS j1 tI II I� III �tt tI N 6556'10" W I' u u it I - £X. GRA LEL DRIVE II � Ir' Il O O 1 O Existing Tennis Courts D--O_-O _---0 O -0-0I I I O 1 O I O I O I O I O IO- O---O -O-O MAP 67, LOT 77 N/F TOWN OF SOUTH WINDSOR REMOVE £X. GRATES AND BUILD M.H. TO GRADE PROPOSED 10' {YID£ (SEE DETAIL) GRAVEL ACCESS DRIVE TF-308.50 (SEE DETAIL) INV/n-302.99 INVout=J01.40 411.30'0/0 1- Z EX TRIPLE C.B i T. F. s-306.25............. 00 a� Q o*P. D. M. H. ' T.F.="..50 O o /NVin=JO2.99 /NV.out-301.401 O RIP -RAP I ENERCY DIS57PATOR DET. OUTLET No. 2 O (SEE DETAIL) A5 1 T.F. 307.50 INV out 303.50 /NV.=303.50 (6" ORIFICE) O ��•• %N✓. 306.00 1 _ 4361 WIDE RECTANCULA WEIR) 15' R. C.C. £. I y INV. =J08.00 O 1 0� PERMANENT 1 �. P.C.B. JO STONE FIL7£R O I SED. STRUC. (SEE DETAIL) T.F.-315.B2 TNV-J09.14 (15 ) INV=J10.04 (6) 3 {SED. STRUC. 75 O V=312.00 (15) IMV- 50 (6) /� I °i -Pa ng- -� O X O 1 5 N O I 4� O ' I � It T.F�31780 O Ll Udl)! 3 JO it d 4'»13�'7fII N 12 o 2.oX '1! P.C.B. 29 6 CB. 11 /NV=311.41 p �s- rr P.C.B. U I \ \ P.C.A\19=J17.00 ('in) " T.F-3 F �320.10 INV�9.3B�INV.=J16.59 r INV.=3/ .3 \ \ I - 20.15' ws ca \ 11 �, 01.oz cI \ 20 \5" AOS N-� o , � C7 ? \ \ �I. C. B. 28 9q TF- tI 11 III lI III II 11 It it P. C. B. 21' I t TYPE CL " I T.F.=J19.40 tl /NV.=JIJ.64 „ IIII N 11 Il 11 is. l�- �.s� 0 2OX II O y�� ,I � tI P.C.B. I T.F.=J1 .75 O 1NV =T 40 h� u I H 7: O o, -Par ing-- v, , I 11 o , I ' I O ' ( 1 1 P. C. B. 20 TYPE CL' O T .=J19.90 /E 1 INV=316.32 e. T :=51828 F..=(disreoair) O L ` 04 E.Y. L . : r Ft.-, 590 Upon 0.- JI9 4 T.F. 315.40 I \ =32323 EX�SIG7J rfr /NV.=31�Y59 1NV4311.76 NV=319. rr /� i h p O O \ � � \ T.F.=J18.83 Y%}?' �� �•'r"STpp / I I I F.L.=3143 7n-W) rr \ 27 y/ FL=314.33 (1 T.in .00 �pP' O F.L.=314.3b' (12%n-S) ,_ 1NVin= \ I I F.C.=314.23 (15""out) INVout=31 . Drab off / 1 1 o� 5 P. C.B. 5` �T�? ° 10 ` rr .Q `� `Z I / `=J �� _ 6 Service Staff �� �� ° r v ,/ Or O 12� R.C.P. T=319.74 / / � P. 6 h4'1 �� G POLE _ _ _-_ _ _ _ _ -� - = F.L. J17.74 (d;srepoir) kin I I I' O B.fO �r O o %NV=316.62 - r -o+ IZ{ x \ .99 - G�(:4 � m \� / d': \ \ - l]l1�l /i F.L 1519 (out) G�� I �4 _ o �� / q O.. p 0' \ `� 1 r ~"uV U (l f�'� e�A ; ��ci 'ATYP F __ ,, _ r_ ��~ TF CB r EX. /.P. -315 25 (in) O.J2' EA' `TFP.0 '8__ `Sd'`2�/ _ _ iirr// F.L.=J1502 (out PROP .57_ S P tier' �� Q IN V 317.94 1E T.-J20.21 O Y• \ O C � _ _ _ ` F.L. -3725: E£ _ _ _ _ fit) ���i� ` 4• ---- 00-�'�` tit �t • •, ---- I _ 4 P. C B. 32 O i TYPE CL' P.C. . 8 0 5 r F.= 18.0 ® 'moo - i' 'rt � EX Y.O. a /NV.=J07.96 1 153 V.= 35 _ SEX. >'D. ^ .L. 307. Y.319.06 g j 15.71 (in) i N F.L.-. '.66 (out) � O O \ 1 I Se ice �, e O 0 0 117 y y r11L.OLE1 0 0.?((7 li 1 s X C B. i n 0.) i� \ 4 =J 6p6 (4 rn) I The S1 LIAIM Collah o r a ti ve ArcMedre ftft hiffi" sviea g Lanbcape Cd9#W#M Sees TedmkW Q7oi1GC 11 To"" fu&V VZ Q'W JJP Cheaed RJA o X ,A►„ w Cwwckd� TabpAaleW &V-X97 faxW V7-W esign ofesslonais, Inc. Civil Engineers • Planners • Surveyors 165 South Sat.Rlb Rwr, South Wkldw►. CT 06074 Tat. (660) 291-11755 Fax. (660) 291-6757 I Timothy Edwards Middle School Foster Street South WIndsor, CT 0 S 10 20 40 80 hkm 6w AWY Iwud For 3127197 Per Town Comments 316197 Per Town Conmsnts 219197 Per Town Contents Site Uti%ties Plan (North) ��97 Liatti'�phknlbet' C-4 995040.00 I Lend Use Scmittals 0-0- 0 O 0 -0- - O 80 (1) M CI *1 EI I- P. C. B. 9 T.F.=323.57 INV=318.94 20-15" ADS N-12 O 50X P.C.B. 11 TYPE CL " T.F.=319.80 INV.=311.07 (15"E) /NV =315. of (15 N1 /NV=310.82 (18 ) L41-5- I-N N-12 0 2. CLY P. C. B. 29 �) N100�15' T.F.-31540 0 OINV.=311.41 O MY,D. 2 \ P.C.B�9 h T =3t700 in) 24`` !r! TF B O ~ ( 320.10 O t' TYPE CL-CB' T.F. 323.23=316.80 out ,y /NV.=31 3 1� O \o T.F.=32550 /1VV,=g„jB� (out) % /NV=316.59 !l�\� �� 6c a u O rz. V=322.00 \ \ 20 SADS Il \ o LOX O /N 20-15" ADS N-1 /� \ \ ` C.B �\ \ SJGN r1 TF.--i19 f 4 \ T.\28 28 I O y� \ FA2/NV.=31 59 INV�J11.76 O 1 .10 \ \ �V =319.7 !r Q O EX. Y.D. o \ \ T.F.-318.83 F.L.=314. in-W) ,I 27 ROP. \ \ F.L.=314.33 (1 H _ a� \� \ F.L.=314.38 (l2in-ini � /NVF�1 .D6 ►{K\ /J/\ O F.L.g.31423 (15""out) 11 `` \ �` /NVout=31 / DrAp_ off ' tz P.C.B. 5 - r ` G f �� ` 10 ` r I Z / Z _ Service � u o ��, Staff A I � � H _ �_ P.C.B. 6 tir, oPOLE - -__ _ _ _ _ - - \F.L. 317., 4 (disrepo;�) 'arLdn 1 ` � W O 8.f0 f1 � EX - lNV.a31g6.6�+ n \ � � 0 � O y y I,rQ T.F.a 99 Gt)(z L v FLs .99 FL 15G 19 (out) 0• I 5 P. B. 31 TYP£� CL0.' s74 TF rn INV=, 12 �- r tl ��- - _ ' ' £X. C.8. /° O rkiI lg \ 0 EX. /. P. (BEASr Of_ 0 TF } 0.32' £F 31525 (in) TF8 , _ 5�'t1 _ _ rF.L.=315.02 ('out 4` I� I I PROP. LINE B32 .57- _ _ _ �31 22 rt5 t0 / 15 OS _ ' _ _ \O�Q H , PGP! i N94 T. =320.21 %qu Nt1 C t P.C.B. 32 40 i rp5 P. 0. 8 _ `_� TYPE CL' _ 8. trt5, V= 13j5� / \Y /NV.=307.96`` 4 \ T t =310. 4 Q� Z £X. Y.D.-\ .L. 07. .=319.06 _ 15.71�A F.L. 66 tout) 0 - _ Se 'ce wi m G 20-15' ADS N-12 / �ey9�,p O 2.0X / P. C 13 C' T.=317.30 lN.=313.40(W( \\ JI P.C.B. 12 T.F.-31ZJO INV,=313.80 -" k £ J 9 T.F=326.36 � PR A J/ FL.-323.01 c HY ((f/ E.Y. C.B. .F. 15..95 REPLACE EXIST. 18" R.C.P. T.F.=336.89 4 .L.= 12. FL.=334.24 - W17H 64'-18" AD® -12 � L.=3 1.4 � YD 1 (IYPE 1 DBL X P CL-CB T.F.=319.50 QQ INV.=316.29 (18' R.C.P.) EX. Y..0 T.F.a316.5: �0W INV,=315.75 (18" A.D.S) / P. C. B. 14 T.F.=318.90 INV.=315.40 (15 S) / INV.=314.15 (18"W) INV=307.72 (18%V1 / INV.=306.16 (24 ) / F f S 40 �24 ADS N-12 /I O 1.6X j/lJ Y.O. No.3 TYPE CL " INV.=305.25 (24) C ' P.C.B. 1 T.F. =332.75 INV=329.35 --- _�� (REMOVE) Et: 08. / T. F =:332 7-8- 0 _ ' F.L.=329.28 (silted) y O`1 -O � i 0 � 0 1� T.F.=332.71� ' 1 F.L.=318.81 (12in) I F.L.=328.61 (15 out) P.C,B. 2 T.F.=332.75 /NV=329.25 ❑ EX. STOCKADE FENCE ... I P. C. B. 3 T.F. =325.85 /NV=322.35 E.Y. Y.D. T.F. -310, 32 F.L.=3/6.01 rl 11 WIN �11 p �Ir II �Il 11 \ It 4 \ !1 4 \ u It n I III P.D.M.H. T.F.=JII.80 • INV=303.51 o. 2f7 1 1-11 0 EX C. B. T.F.=310 r 1 y 6 ( 1n) ty PR F.`L.�3O2 (1 in) O HYD F.L.-0O7'06 ('5 out) 1 TYPE a - :� F. \/ ` I 1 T.F.=310.12 /�% T.. - f0.6 1 \ O INV=302.68 . '' "� . ,c _ ¢-••_ P.C.B. 33 `� ?' 0. 50NOR7H D=310.20 A I STRUG 0..47' £AST OF yz �` PROP. LINE INV=306.70 (1 "N) Q � INV.>302.11 (17 W) 0-0-0- �IWV.=302.06 (1[5' our) \ `N 6538'27" W E� •-�� q �1J; L Co. .� r.F=:.3o6 s3 F�01.23 (o,t) EV Z J25 0 SEPT7� ✓TANk' r £SM/�_ ,� �' B• p' T.F.=306.25 T.F.=3J .40 F.L.=3LkJ.06 14. 35 _- BarY-stoP E� 3tr ! _ P.SM.N. Q11 ! T.F.=.i10.50 X /� EXIST. FIELD OCKEY v EX. Y.D. INV=30551 S '\ B. FIELD TO FT 50' rrlr T.F.=309.52 --.- TyhE• C4 irl f 305.82 ?iT.F•.-3044 i y 1=`3'0556 E•K Y.O. it t T.F. =308 60 D i n F.L. -304. 95 (12'in) 0 1 F.L.=305.25 (8"in) / VICE F.L.=JO4.95 (15 out) P� 5GR $ 0 0 ac;vy /OE \ \ TF=310.50 � O /NV=307.27 O 0\O 1. 0 / P,C, 16 TIE-IN EX/STING 6" CLAY T.F. =310. / 0 %. T/L£ DRAIN TO PROPOSED \ /NV=306.00 (1 / / CURTAIN DRAIN /NV.=305.75 5" / \•, INV.=295.00 01�4 O PRO O \ � ' 1 � �i� �-��''•-``'\ HY 90r�5 / \O . \ �� O \ / / \ OPROPOSED 10' WIDE '•, O � \ 1 %� CRA l FL ACCESS DRIVE' PERMANENT l (SEE DETAIL) STONE RZ TER , ` } \ •'Pqo i (SEE DETAIL) 0''•. CUROSED 5' TAIN DRAIN DEE OUTLET No. 1 (SEE DETAIL) RM r ' SEE DETAIL 0' NOTE CURTAIN DRAIN TO BE /D p /<yzF: pR(YI i I T.F.=297.25 PE UNDER RIP -RAP L L INVout=290.60 \ /NV=292.00 (24" ORIFICE) O '\• /NV=293.50 (UNDER DRAIN) 1 6' CLAY 1 1 1 i F.L.=2 86 1 i O I 30i R.C.C.E. 1NV�1 301.00 1� - PROPOSED 4' HIGH i I 'i O / 1 s 16•,•24 R.CP. � CHAIN L%%1/K FENCE RIP -RAP O 4.6X 25' x 1113' INTERMEDIATE 1 ENERGY D/SS/PATOR RIP-R. P (SEE DETAIL) 1 (SEE DETAIL) , 11 24'RC.). � \ � � ... .. .......... .......--•• 0 ...................................•....12 WDE GALE .......... \ ........I ................ 20'-15' ADS N-1? -••••••• .• •. -• N O 0.5X }a EX. /. P. t 2.59' NORTH OF EX. t P. EX. /.P. \ \ PROP. LINE 0.12' SOUTH OF 0.47' NORTH OF t PROP. LINE PROP. LINE }\ _S 65 56 23" E EX FENCE RS rs _ _ 1293. 99' El R£If� A/NS OF' RAIL FENC REMAINS OF RAIL FENCE REMNANT OF STONE WALL t` I "C E o tt • e 1. t / S ray hl P.C.B. 15 y ti O�Q T.F.=310.60 INV.=303.45 (24 ) o/NV.=302.95 (JO ) y �s i P.C.B. 4 T.F.=325.85 /NV -32215 • 20%•�15' ADS N-12 Mr -315.83 L. 310.83 (12-in) } FL.- 11.13 (15"out) \ tt w }rq, }}� EX Y.D. T F.=314.30 \\ F.I..-310.25 (15 av-IS) }} FL.=310.30 (l5"in-EJ F.L.+=31000 (18'in c( out) rr _ PROPOSED FIRE SER PUMP STATION �O Z tN 0 18' R.C.P. F.L.-JO4.36 101 P. C.B. 17 S£D. STRUC.. T.F.=309.86 1MV=.303.95 (15) INV=301.72 (JO ) EX. Th e S1 LIAIM CoIlahorative ArWechre btffiwo &#weft L'O1lBbw#M Sff*e8 Te • dog A' �U!lkrtJ(/r&*Wd ❑ sWrrffi#MAww Fwmhplozo Cwwckd� Qar wckdd r Beene ann reldranalsae 69-W)7 MM ZWM-W *sign oiesskmais, Inc. Civil Engineers • Planners • Surveyors KS South Satellite R"41, South W .&w, CT 06074 Tal. (860) 291-6755 Fax. (860) 291-8757 Timothy Edwards Midd/e School Foster Street South WIndsor, CT 0 510 20 40 80 Ai> abr ,M W lulr d For a 3127197 Per Town Cmwwnls 2 316197 Per Town Comments 1 2114197 Per Town Conmalts Site Wilrties Alan )gk DratrU Minbmr 121197 elb IF w1 C-5 15040.00 Lend Use Submda/s 1 3 4 5 0 CI DI EI IA X 340.1 I �\ I \ I \ � I � I \\ I \ I \ New Softball Fiel d I I I , I , I , I I I I I I I I I I I O I I I I I L/M/T OF EXIST ORCHARD X 335.0 X 335.8 X 338.1 11 II I I l� X 334.0 !1 d � _ X 339.3 tl EX C. B. T F.-336.89 F.L.=334.24 �y 0� « P. C. B. 9 T.F.=323.57 INV =318.94 20'-15' ADS N-12 O 5.OX P. C.B. 11 TYPE CL " T.F.;319.80 /NV-311.0(15 £) INV=315.907 (15-N) INV.=310.82 (1B") 201-15' ADS N-12 O 20X P. C.B. 12 T.F.=317.30 INV.=313.80 ti RCp REPLACE EXIST. 18' R.C.P. W77H 64'-18' ADS N-12 02.5X Y.D. 1 (TYPE 1 DBL) ; CL-CB T.F.a319.50 INV=316.29 (18" R.C.P.) INVINV=3J5.75�18" A.OS)A.OS Ex YD. T F.=316.5' (1 j I PROPOSED 10' W D I, GRAVEL ACCESS O ,, I (SEE DETAIL) N 6556'10" W 1t 411.30' „ �°-. _ _0.___ ,i II .................................................................................................. 11 T OF EXIST. ORCHA_ R� -r" E.Y GR.41£L DRIVEtill U I �_ ° ,_ p O 1 11 ............. 77�1 11, O _ O O O O I p I 11 II I ° \ i p P. CB. 21 If O I TYPE *CVIt T.F.=319.4 11 I I - INV =31J 64 11 C O � II I p I NNk ,1 - p �• !lIIII I 20= O n O1.0X 11 O ar 1 11 1 3 ° Existing Tennis Courts I PCB. r* STR75 O I O T.F=Jl .75 , V.=3/2.00 (15) - -0-0- - O - p O /NV =3 40 50 (6-) O -p I - I � 0 r, Ing- J 0 ° p0 1 O I � I TYPE C� 11 - p T.. =319.90 'r E.. C B IN . =316.32 T ' a318.28 F. .m(d1-,9po/n) 1 0 Own 04 b. EX. n O �jiy p T.F=. 18.40 cA 1 Ik1Ai111�f3 I M1 .� F.L.= 590 twral _p __0--O , T.F.y331780 O F1.=313.80 (1�(nj RIP -RAP ENERGY DISS/PATOR (SEE DETAIL) 3.40 (is ) 330 (15 a,lt) ul loads' Y.D. 2 P. C. B�19 � , =31700 (in) �F:=320.f0 TYPE CL-CB' T.F.�32323INV=31 .3 - T.F.=325.50 /NV- 19.38 h`-316.80 (out) /jam INV.=316.59 1 \ o i /NV.=322.00 T o I.OX ADs� o \ 20 \5" ADS N-1 C7 ' t P. C B. 5 T.F.=319 4 C.B. 28 �9=323 £X.�51GN �l' /NV.=31 59 T.�315.40 �V =319.7q, lNV �'J11.76 � 11 £X. Y.O / \ \\ TF<31883 F.L.=314. 41-W) r, ` 27 FL.-314.33 (1 T.F. 00 F.L.-314.38 (12'in-S) /NV/n= 1 . 6 (15cut) 1 rr '� lNV out=31 . p P. C. B. 5 _ r Ii -4 P. C. B. 6 ,ryr r 8.10 ! r us - - _ r1�Ing EX. C.B^ 315.25 (in) F.L.-315.02 (out 32 N'J17,94 57- T C41 T. =320.21 7\\ ,.P. ` 15 ! p P. = 18. v Y.D. =319.06 15.71 (in) F.L. 5.66 (out) E.'Y Y.D. TF.=3J032 tl 11 P.0 J3-n C' �n T.=317..30 p //pV=309.28 (1 11 rl f� \ 1t \\\✓ �1 n C.B. \ n i, 95 u �2� Q C 6. 1, r=31.5.83 1 L. 310.83 (12"in,) 1 FL.='l1.13 15 out) u 11 POLE _ o --- %NV.=316.6� % E.Y. R4 T.F.= 99 �U > F.L. < .99 (in) F.L 15.19 ("out) rgP� � PRp5 1, w. ® ro\ 1 dcP N c+ 'tVO. P.D.M.H. �• P. C. B. 30 SED. STRLIC. T.F.=315.82 INV =309.14 (15 INV =310.04 (6" P.C.B. 29 T.F. a315 40 AINV-J11,41 o ^s ), 'PRLWANEo � o R 78 '4.35 K510? BpG EX• Th e S/ LIAIM Collaborative � A1•d�tecfu'e � PIA/YMIg hernias 6O & rgw Ca f� S Tedro�bw 0 Mt�11�7)bY/jJQO(�!►>1R1 ❑ Mrd/mVFM.A)tl111b CVY)EC" i'-w QYMaC�Y% I T6""r MV t Tt11b)dlaaM �'-W fu d9b tfd7,?J4J fax 616�D t;77-�507 Drm JJP C1leaed RJA AftiI� fyFairsillonals, Inc. ICivil Engineers • Planners • Surveyors 165 South Setof�to Rood South W►Idwr, CT 04074 Tot (860) 291-8755 Fox. (860) M-8757 Timothy Edwards Midtl/e School Foster Street South Windsor, CT 11 0 5 10 20 40 80 MMs1W A!4W bwo( For a I 3127197 I Par Town Comrmemta 2. 316197 Per TO" COmr»ents 1 21-M-97 I Per Town Comments Site Util "dies Plan /IUnrfh/W,oef) t/ WV/ Sl 1/ r r VL/i/ 121197 �� 19 ATV 1 C-6 fl't^kJ//1d1r /6'\\/ww��' 9�J`� I(./�V Oo Land Use Si brmittal8 A NOTES: z t. ALL EXTERIOR WALLS OF CATCH 10 13/16" g AIN WILL BE FACED, C OUTED WITH 8 5/16" ND CEMENT.. • 1. Th. to ur .,face of U. <ovw and th. oon.pondY s aPW F i FINISHED GRADE -\ 5"ZV-8 3/8" 5- N 2. LADDER RUNGS SHAM BE PRO- ' a 0 a, .,rf,- of tn. tam..hay b. mach. 6nf.h d to Pro"la. a 4 1.i /1 ri" i•-1 .i /4 "-+ 4 i i /1 ri" -�+--I \ � / AV CONCRETE OR wnooth flat contact of fN. ,dthwt any t.nd.ncy far the co er ._, _ _ _, - 3" MIN v = , - VIDEO IN LATCH BASIN WHERE to rock or ratt+w BRICK INVERT - 8 FEET. I B B HEIGHT OF STRUCTURE EXCEEDS!i STANDARD PRECAST- RICK LEVELERS a0 I I m t77 3 IN SANDY PROOFNG ONILALLPPLY DAMP - FOUR WALLS. C D I I IV O I V l� B O ►. CONCRETE UNIT o v 4. RED BRICK NOT TO BE USED. 14"X10" FORGED ALUMINUM etr A °2'-8 3 4" #� I 1'-8 3/8" I z I S. WHERE PRECAST CONCRETE UNIT SAFETY RUNG MANHOLE w� 12 `�'� 2" 1 t2 '" ° ' 2 -1 n IS USED FOR SUMP THE TOP OF ° °OOO JF -O N+ THE UNIT SHALL BE AT LEAST Architecture 5 ° O a }- 6" BELOW THE BOTTOM OF THE -�- FLOW � � STEPS 16"O.C. TOP STEP � 3 � _ TTT TO BE 4" BELOW FRAME o LL11 o ° O °°a° 0° ow q PIPE OUTLET FROM THE CATCH Llann n ° ° ° O ❑ 0 w 7 5/B-- = W 7 13/16" BASIN. Interl0rs.. " �a o 00 OO 00 __ 00 �� 6. WHERE MASONARY CONCRETE UNITS - Q//�����0❑O- p Z F� A I ARE USED CORBELLING WILL BE Englneering,- vL0 ❑ Oj I +- I PERMITTED. MAX. CORBEL TO BE 3". p ❑ 0 00 ❑❑ O o ❑ ; = CLASS 'C' CONCRETE 4'-4" ���JJJ NO PROJECTION SHALL EXTEND IN- Landscape,:.. p%?0❑O0 0 `' � OR PRECAST UNIT SIDE OF LIMITS. Construction SerrlCes A �o�o 10 PLAN VIEW 7. ADJUST FRAME ELEVATION T SECTION A -A I�- O O J WITH MASONARY BRICKS 6' TO 12" Technology 4' 0 ❑ ❑ ,I 8" S-0" B T- 8. PROVIDE MINIMUM 2'-0' OF --�8" 4'-0" 8��- I COVER OVER PIPE AT BELLS b-'el xxrm n>5n� STORM MANHOLE 5'-4" 4'-4^ 9. PROVIDE 6" OF 3/4• TRAPROCK STANDARD M.H. 1d -1+� a�a�e f I1n-I I- 4115� I CLASS C' CONCRETE UNDER EACH STRUCTURE AT BASE. FRAME AND COVER I I aen I OR PRECAST UNIT ,,. A) (;�(anbtry bbt�felard (] ?81 FJrn>i>g�kn /l)tlnt» _ ow SECTION A -A SECTION B-6 . . -i I -see I-osr >ae15 Qanalb CAmectixdt6t42- iJ'D� _II_a�y NOTES: APPLICATION OF GRADE - ADJUST TO GRADE WITH I� x'aa. I I ,ya„ 1. ALL EXTERIOR WALLS OF CATCH TaLpha1e616065J,A7T1 Tmb�tfxne&V07-Y)77, MAX. OF FOUR COURSES 10•ad. ' BASIN WILL BE FACED, PAINTED 1 -7 3/8� --V-6" 8 l'-1 5/8' I� 4'-8 3/4" --I Fa8W�.M AuOW6)7 r J OF CONC. BRICK SEC" 0-8 SECTION A -A m AND GROUTED WITH CEMENT. PVMT. CROSS -SLOPE CAST IRON FRAME CAST IRON COVER 2. LADDER RUNGS SHALL BE PRO- - BRICK LEVELERS Not I. scd. VIDED IN CATCH BASIN WHERE to w 3'-0"D Not To sad. HEIGHT OF STRUCTURE EXCEEDS m \ 1 p 3. IN SANDY SOILS APPLY DAMP- x k ,a CL 1 2 -8 3 4 i DfJIIR 0 Z 1 8 FEET. W-I 1 -1 3 8 o fl 3-5/8 -- 3-5/8" r/ A PROOFING ON ALL FOUR WALLS. w V) I I o dip PRECAST REINFORCED 4. RED BRICK NOT TO BE USED. o rn o CN z T 16"TYP 5. WHERE PRECAST CONCRETE UNIT v++^'- L co CONCRETE MANHOLE �'N❑ IS USED FOR SUMP THE TOP OF W z o Chocked ECCENTRIC CONE :r o THE UNIT SHALL BE AT LEAST a y N LAWN/ STREETS/ STREETS/ LAWN/ s-V) RJA 6" BELOW THE BOTTOM OF THE < w w 5" CROSS-COUNTRY PAVED AREAS PAVED AREAS CROSS-COUNTRY n ALUM. LPIPE OUTLET FROM THE CATCH � to M BASIN. f= ? N z j STEP I 6. WHERE MASONARY CONCRETE UNITS z CLASS 'C' CONC. REINFORCED CONCRETE 4` Mi SEE PAVEMENT DETAIL SEE PAVEMENT DETAIL Min I ARE USED CORBELLING WALL BE w OR PRECAST CONC. MANHOLE SECTIONS WITH 7-� I 5' a" BLOCK (n I roved granular non -organic backfill PERMITTED. MAX. CORBEL TO BE 3•. Li "O RING" JOINTS 12' O mat 9 9 m NO PROJECTION SHALL EXTEND IN- 1 W I_ material placed and compacted In one 12• _� SIDE OF LIMITS. N foot (max) lifts. CLASS 'C' CONC. j O O O O PLAN VIEW 7. ADJUST FRAME ELEVATION 4'-4" 5'-4" O 0 0 0 NTH MASONARY BRICKS 6' TO 12" es1gn Sr, 8. PROVIDE MINIMUM 2'-0" OF rofessionals. Inc. W°ming tope per Conn. Genera Statute COVER OVER PIPE AT BELLS section 16-345, as amended, placed 12• �� � � O SECTION B-B SECTION A -A w Z REINFORCED CONCRETE (min.) 24` (max.) above me top of min. to 9. PROVIDE 6" OF 3/4' TRAPROCK Q � A -+- 4'-0" DIA -�- A O � the peps. � . O UNDER EACH STRUCTURE AT BASE. Civil Engineers • Planners • Surveyors o MANHOLE BASEBank Run Grovel fill 1 :�- 0 O Sand Blanket placed and compacted O 0 _ TYPE C CATCH BASIN "' �°'" �•'•"• R°•� �°"''"'•' `� 0i07 FLOW In 6- ter th Na .toneTYPE 'C- L' CATCH BASIN not to scale ToL (860) 291-8755 Fox. (460) 291-a737 � Z larger than 1 1/2". � i hall m et -� 12" Pipe, as specified Material 02.05 12• not to scale B� Q 1/2 O.D. 1/2 O.D. ��7 �_ CONCRETE OR BRICK PIPE 3/4' Broken Troprock PIPE MORTAR INVERT 4 Q -+ Q 3/4" Crushed stone bedding material - /PI PIPE 10 d 4 V d In rack excavation or as directed by 1/PIPED. 10 44 the engineer. The material shall I 6'-0 3/8" �I 6" 3/4" CRUSHED STONE FOUNDATION a Ij 4 Q 4 mast D.O.T. 11.01.01.21 for 3/4- d 4 d 6' Min. Q 4 4 Q 4 4 stone. Backfill to centerllne of 4 Q 4 4 4 a 4 6' Min. \ pipe when using Polyethylene or -I A.D.S. pipe. � A A { SECTION B-B r- 12- - E -- 12" - 12' -- P E -- 12• I TRENCH WIDTH 1 /6 OR 1 /8 BEND TYPICAL SANITARY SEWER TYPICAL STORM DRAIN -ITII j REINFORCED PRECAST CONCRETE MANHOLE: TRENCH SECTION TRENCH SECTION (22.5. OR 45•) I_I_ ___ TRENCH SHALL BE NOT TO SCALE NOT TO SCALE 6" MIN. EXCAVATED TO FIRM �I _ PRIOR TO PLACING ' not t0 SCOIe iIIIIII CONCRMATERIAL ETEIMMEDIATELY PLAN VIEW D i ITIII "f 2D GENERAL NOTES: z 4" MIN, TOPSOIL AND SEED 3� !III_ _ 'J. i p I- w � ,D13A D,3� III=III_ z 5.� V-6 3/1 t -6 3n" 5. PLAN VIEW LU I---f -�- SECTION 1. ALL CONSTRUCTION TO CONFORM TO TOWN OF SOUTH WINDSOR AND/OR THE CONNECTICUT WATER COMPANY I r. STANDARDS AND SPECIFICATIONS. Timothy Edward.9 \ I NOTES: 2. ALL PROPOSED CATCH BASINS ARE TO HAVE 2 FT. SUMPS. 1. ALL EXTERIOR WALLS OF CATCH o �MASONARY LEVELING BRICKS 1/4 BEND (90') BASIN OU BE FACED, PAINTED Middle School 1 AND GROUTED WITH CEMENT. N 15 13/16" 3. WETLANDS FLAGGING PERFORMED BY REMA, ASSOCIATES, SOIL SCIENTISTS. 3/4" STONE 1 1 2. LADDER RUNGS SHALL BE PRO- 3•-43/4" 3 WAY TEE 1 i VIDEO IN CATCH BASIN MERE D� 4. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION. `t I I HEIGHT OF STRUCTURE EXCEEDS �, " . l B FEET- w 4" �'. I � 4D .. - 3. IN SANDY SOILS APPLY DAMP- & 8" D 5. FIELD CHANGES SHALL HAVE PRIOR APPROVAL OF THE TOWN OF SOUTH WINDSOR AND/OR AGENT AND THE MIFAFI 140S FILTER FABRIC -1 I PROOFING ON ALL FOUR WALLS. > - - - - - - 1 1 4. RED BRICK NOT TO BE USED. DESIGN ENGINEER. OR APPROVED EQUIVALENT 1 l 5. WHERE PRECAST CONCRETE UNIT = BRICK, CLASS 'A' CONCRETE, MASONARY CONCRETE OR PRECAST 6� 1 1 IS USED FOR SUMP THE TOP OF Foster Street 6. CATCH BASIN TOPS SHALL NOT BE CEMENTED DOWN UNTIL FINAL GRADES ARE SET. w CONCRETE UNITS. WHERE BRICK OR MASONARY Y CONCRETE UNITS 4" PERFORATED CORRUGATED 1 Q 1 THE UNIT SHALL BE AT LEAST x iv ARE USED, CORBELLING WILL BE PERMITTED. MAX. CORBEL TO • I 6" BELOW THE BOTTOM OF THE /� DRAIN GUARD TUBING OR 1 PIPE OUTLET FROM THE CATCH BE 3". South Windsor V T 7. ALL PROPOSED UTILITIES ARE TO BE UNDERGROUND. APPROVED EQUIVALENT I ' BASIN. PLAN VIEW PLAN VIEW I 6. WHERE MASONARY CONCRETE UNITS T 8 4'-8 3/8" _ 8" CLASS 'A' CONCRETE POURED IN PLACE i 8. UNLESS OTHERWISE NOTED OR SPECIFIED, ALL ROADWAY AND STORM DRAINAGE CONSTRUCTION SHALL BE I 1 ARE USED CORBELLING WILL BE OR PRECAST UNIT. PERMITTED. MAX. CORBEL TO BE 3 } CONSTRUCTED IN CONFORMANCE WITH THE STATE OF CONNECTICUT D.O.T. "STANDARD SPECIFICATIONS FOR 3/4" STONE l 1 NO PROJECTION SHALL EXTEND IN- 6'-0 3 8" CONCRETE ANCHORS FOR USE WITH 16" AND SMALLER WATER MAINS ROADS, BRIDGES, AND INCIDENTAL CONSTRUCTION, FORM 814-A", OR MOST CURRENT ISSUE. PERTINENT 1 SIDE OF LIMITS. CONSTRUCTION DETAILS THAT ARE NOT INCLUDED WITH THESE DRAWINGS SHALL CONFORM TO THE SPATE l I 7. ADJUST FRAME ELEVATION THRUST RESTRAINT - THRUST BLOCK METHOD (not to scale) OF CONNECTICUT, DEPARTMENT OF TRANSPORTATION STANDARD ROADWAY DETAILS. L _ _ _ _ _ WITH DE MINIMUM BRICKS 6' To tz" SECTION 'A' - -' 8. PROVIDE MINIMUM 2'-0" OF 2'-0" COVER OVER PIPE AT BELLS NOTES: 9. MAXIMUM SLOPE OF FILL TO BE 3:1. ALL FILL MATERIAL TO BE CLEAN MATERIAL. "CLEAN FILL" MEANS 9. PROVIDE 6. OF 3/4- TRAPROCK 1. ANCHORS BASED ON MAXIMUM ALLOWABLE WATER PRESSURE OF 125 PSI. UNCONTAMINATED NATURAL SOIL OR ROCK WHICH IS INERT IN TERMS OF LEACHING AND POSES NO THREAT, UNDER EACH STRUCTURE AT BASE. 2. SHOULD ONLY BE USED WHEN SOIL CONDITIONS ARE STABLE. IF IN QUESTION, PRESENT OR FUTURE , OF POLLUTION TO SURFACE WATERS OR GROUNDWATERS. MOREOVER, CLEAN FILL THE WATER COMPANY'S INSPECTOR WILL MAKE THE DETERMINATION. TYPICALLY EXCLUDES, BUT IS NOT LIMITED TO THE EXCLUSION OF: DEMOLITION OR CONSTRUCTION WASTE CURTAINDRAIN IN DETENTION BASIN #1 MATERIALS OR DEBRIS, COMBUSTIBLE OR NOT COMBUSTIBLE, INCLUDING CONCRETE, ASPHALT, PAVING MATERIALS, DOUBLE GRATE CATCH BASIN TYPE 1 "C-L" OR BY-PRODUCTS; YARD WASTES, INCLUDING BRANCHES, LIMBS, BRUSH, SHRUBS, TREES, PARTS OF TREES, not to scale TREE STUMPS AND SIMILAR MATERIALS GROWN ON OR EMINATING FROM LAND; NONPUTRESIBLE SOLID WASTES, n.t.s. COMBUSTIBLE OR NON-COMBUSTIBLE; AND BULKY RUBBISH OR REFUSE, INCLUDING PUTRESIBLE SOLIDS, SEMI- SOLIDS OR LIQUIDS. 10. ALL STUMPS TO BE CHIPPED ON SITE. STUMPS NOT CHIPPED SHALL BE REMOVED FROM SITE, NOT BURIED . 11. EXISTING UTILITIES AS DEPICTED ON THIS PLAN ARE TAKEN FROM AVAILABLE INFORMATION. THE CONTRACTOR IS TO HAVE EXISTING UTILITIES FIELD VERIFIED PRIOR TO CONSTRUCTION. BEFORE EXCAVATING, CONTACT "CALL BEFORE YOU DIG" AT 1-800-922-4455. D 12. THE CONTRACTOR SHALL APPLY TEMPORARY DUST CONTROL MEASURES AS NEEDED TO ACCOMPLISH 4" TOPSOIL AND SEED A A CONTROL, AND MECHANICAL SWEEPERS SHALL BE USED ON THE ADJOINING TOWN ROADS WHERE NECESSARY TO PREVENT DUST BUILD UP. - -- ;;;;; :F MA11 r At/DIY Bswd For d ° ° .00 Q0 .0. 0...Q o . 1----MIRAFIL1405TER IOR EQUAL (IF REWIRED - SEE PLANS) r uenTw ne raAvet naive Tn rle 8" ROLLED GRAVEL AS SPECIFIED ON PLANS. ' ` ` PLAN VIEW x _ - - - - - - - x I GRAVEL DRIVE DETAIL NOT TO SCALE STANDARD M.H. DETAIL 'A' /FRAME AND COVER > SECTION Y-Y /� ADJUST TO GRADE WITH PLAN VIEW CONC. LEVELING BRICKS REMOVE EXISTING GRATES 0 0 +• �• o 0 AND PLACE 6" PRECAST DETAIL 'A' � D aw -- - CONC. SLAB W/ 3'-0" C BARREL B DETAIL 'A' FOR USE WITH COR- DIA, OPENING. RUGATED METAL PIPE 54" OR SLOPE LINE I "-- 1" MIN. LARGER. a I •+ -1- 1 1 2. 3/6/97 Per Town Comments o� 12 0 I r 1111L���� a x 2/!f/97 Per Town Comments WALL z 0 v � SECTION X-X END VIEW Slte C POURED CONCRETE CUTOFF WALL C OR PRECAST CATCH BASIN SUMP, I I e • ANCHORED TO CULVERT END Utll/tleS DIMENSIONS FOR REINFORCED CONCRETE CULVERT END FLARE REINFORCEMENT SECTION 'A' • I ONE LAYER ONLY N CENTER aF WALL Details DIA. A B C 0 E F R, Rz iakaTu°wAts miR�NS�wtSE STEEL SawrEs Farr so.+N.PE1t FOOT • r 30• 1'-0- 4•-6' V-7 3/4" V-1 3\4 V-0' Y-1' 1•-3 1/2- 1'-3• 0.060 0,060 ,y- r-3• r-1a• z' r-s/16• V-1/2• 0.034 0.as4 RECONSTRUCTION OF EXISTING TRIPLE CATCH BASIN Date Droiiii hu" n.t.s. 1121197 FLARED END 5044 ' n t s AS SHOWN C", prof, mmber , 95040.00 _ , ' F 1 2 3 4 5 9 191 CI As EI CLINE OSING L" --___ (SEE NOTE SOILS LEGEND 110105 i WE AND SOILS: Aq AWENTS CSUPLA SOILS: _ \ Ud DORTHENTS EXIST. C.B. l [ T..F•=31534 W9 TCHAUG LOAM I ' " ExrST. c8 4 , F.L. =312 44 Op / T.F.=315.42 �__�- -- -_-- -_-_ MAP67, LOT77 F.L.=309.47(155) ' MAP67 LOT77 -; F.L.= 111.57 (15 E7 it ' CS CH SIRE FINE SANDY LOAM 1 jtt Nlf - - N//c I�n LIMiTs OF caysrnucnav TOWN OF SOUTH WINDSOR AT T EAXT EXIST. PAS£ IST. CATCH BASINSLW TOWN OF SOUTH WINDSOR , „ AENS X324.13 it y , \ ` ` ` it `\ \ ` X305.38 .OQ X320.95 U F�312.031 -' `' , J t+ X309.25 \ \ \ , ` 7.5 ( � � � REMOVE EX. GRATES ` ` ,+I ` ` ` \ `A(VD` I(ILD M.H. TO GRADE PROPOSED 10' W1DE \ , (SEE OEFA/L) CC T.F.=J0�5b ,O ' . f '� J ` ` \ ` 3 10/(SEE D£) SS ORI �£ \ \ ` ` _ t" " _ lNV ki=302.99 . ` - t X32 73 \ 2 1 ' N 656'10" w it . 411.30� -� �_`d4>'--... i - o-o-a-o 0 0-0 0 ..x. ...... .... ................................ It ............�....�.................... r.. �1f ...El. TRIP ON 00 X304.10 T. i /� P.D. LIMIT G�CX/ST. ORCHARD X3 26 EX. GRAVEL DR/lac 22.03 tt I t , ''-, Vin- 2.99 Q . \ ` CS \ \ ` X325.70 ; .out = 1.40 ` \ \` 1_ ---- _..-... -' -3 5. 3 ^ X321 iII tt , r \ .� , . \ X304.39� ` \ \ ` X324.30 ` 'I , + X304.99 \ y X325.63 � 01, , ` __ - - , ` it RIP-RAP ' / ENERGY D/ ATOR O � PROPOSED LlM%T5' OF CLEAR/MG � ` � Wg it } r � • � Q \ t ` / ET. OUTLET No. 2 ` It 'X3 3,68 (SEE DETAIL) �3 0.1 ' I t �tt X319. / r T.F l ` 4 r3t7350 { f 3^c5.70 -rr , t + +_ r ,' INV.=303.50 (6' /FICE) O IN 306.00 ` ` \ \ O AIDE RECTANCULA WEIR) ` \ ` Ud \ O X307.07 r7 •, \ � I r 1 1 t I+ 324.�9 ( ' \ t I i I TYPE CL' t U ` O / I /NV =31,7 4 3' .0?-'t 1 t \ t' PERMANENT ` Le t 1 Fie/1 d 34 ,. 1 ! I i / / t r 1 ` 1 + / t / I , 1 / �O r J , , r X336.9�1' , I '33 .33 - X335.27 ' ?C333.84 X333.40 X332.68 3 1 tt 1 V• C.B. 30 STONE /ALTER ' O \ ` N -TRAQ0 RON D. 51Ruc. (SEE DETAIL) ` 11� ` 1 ` l ' t tt ', F.=315.82 I 1' $ I 1 \ I` /� iii \ t•I [, G' I V =310.04 ( X313.27 ` X329.4 \ ` \ �t I I \ 0/ /� ' '�' O'-15 S 1 , `, X309.49 / 3 rX314.93>> 31Q \ ` ° I ' ,1SM STRUa Y , \ X330.4o X328.90 , Existing TennisPurts ' I, I - 1t \ j 3 7.28 I ° 3 li o /NV= 1 . fo I / V=312.79 (15) O ,\ -1 ' O Os2tS.A ° X323.40 h 1 5 (6) t X33 .71 i i. ( 1 , Y"i AS X332.90 � X332.31 , X332.56 X331.58 - O X33420 EX. BAC + X333.13 X331.16 t ' / I , t , + p0 X334.2' X332.2 Y % , � X328.34 , t X333.19 P.C.B. 9 NV. F. =323.57 X331.49 r =318.94 ' 20%�•1,Sf ADS N-12 I X329.19 o SOX ' X 32.80 ! ' 1 , +` X331.15 X329.0 t, X332.48 /' ` , ' / RIC.B ff �31 80 INV. will. 7 ( E) INV-6315. 7 ( N1 / X327.49' INV-31 .82 18) X330.21 VI 1 I 0 ' t g r- I \ o _ '� 1 I ` 313.71 ' ng' ' ' } X 30�3 I X319. tF.4gc- , �3Td.42X314 tt ? ` 97 X311.68 0 3 1 ` O ' ' t O ` C.8. ` 20 33 .71 1 I r ,X323.89 , TYPE 'l:L' + , T.=319-90 I O O' .- /NV=316.32 a• T. .a3i8.28 ' , + t OX / I ° \ 15.44 X315.42 : X Ud , 18.40 §1�780-_O�_O th ..7 X330.19 g O -` 0 ° ` \ / � � � ® � FL�313.80 1C�n) , O / \ r0'3.40 (15'1r) ' r I � h � t 3 9.. 8 ` X327.82 X,31 Q• _ _ r / b v'I d TF1AP 15' (tDS -12 10 / X329.06 , / ' �0 .2 Cu , , X321.13 " 1 41 ANTI -TRACKING APRON Ile ' - 0. Is N-12o2.0 1 ` P.C.B. 29 PHASE 2 ' + I�D " T.F.=315.40 O' X32794 , T - p 32 3 Y.D. 2 \ P.C.8N1 h =31.(��CC11 / 320.f0 "� (, TF- / =316_tibt (�+t /NV.=316.59 INV=31 .3 o 1 O TYPE 'LY-CB' , , / T.F 32i? �'� f 314.41 T.F.=32550 / , NV.-9J ® 2o' 19' ADS - X 6.48 V. : ' t IN=322.00 / / \ r Lox o� 31�\ ! ` 16.28 , } X329.53 C+77 B =319 4 EX Sl �r =31 59 X3192 \, NV=Iffll.7 O' O I O//,Q f � •�A [ p X3I6 It ` YD 319. 7Q, 8.83 `\ t \ F.L.=314. in-W) ,r 27 FL.F314. 3 (1 �� , T.F. 00 OF._ t r 27.8" " / / \� .1i , F.L.=3/438 (12%n-S 1 �� Wrnnel . 6 /' X3 4.71 ' \ 87 , F.L.=3J4.23 (15'out) Dr -off / I , 19.43 PCB. 5 _ X 0 1 . 6• �a / X31 .80 .97 ' X3 .17 _� -� / l =3 �6-� ® ,I �� b Service O _ CB \ r Staff _ t P.CB. 6 h C0P0 _ _ __ _ _ _ -- - 317.74 (dsr oir akin X320. t / • / - _ , \ 5 0.1 F.L 15.19 (out) ` t 0 " \ \ if 21.35 �� , F= 1J74 '1.5i3c^ 3 ` ` \ /VV- ����0DD7YY0.12 / _' \_ O_ 1.0\ X32 \' / T iarrrll�g -�; X321.05�+\�~ `\r i/ v 20.69 -A 2 / rIn EX. C.B. F X EX. I.P. (BE ' / a _315.25 (!n) 0 1 t y / I 0.32' EAST T. r.-rP.. .18 _S tl' 2 / 5 t2 �' ,� F.L.=3T502 (out 6 `y1 4 i 1 /4l i PROP. LI 31..94 I Y•320.21 N 324.7 , / 1 =Jm--6��21.31 X311.32V. - T •n i ' _ Y 23. 0 t `(` ,. 1 X321.97 C ' /� ' P.CB. 32 + t4 "' / \ - ' ,' / TYPE a• _ .. J(( / / \\ F' t .31.. // F.=311,50 J 41 19.06 J X319.5'� 15.71 (in) ti� iti l I X3 .72 �yy/� _ F.L. - 66 (out) 117. 'a P.L. O 0 i S \f / 4 X \3'•� .!' _ c s��4,+ \ }` AQO 2 / f' % ! ►�1.=306�b (�tl'i } The S,L1AIM Collaborative fi1Wect "e fkwv htffA a 5#vaiw cow s0 TeY ■ en c>iM61tx>b(ry ax bnrd ❑ a41 Fi►1r NW A►ww QYYIAC✓�'fJt Obskrbay FamhAm QYl70iCkt� Tfubd0&7 TFe d116iDD6Tl-w eslgn ofesskmals, Inc. Civil Engineers • Planners • Surveyors 'KS South S.t.I R"A South WYdow, CT 06074 T.I. (660) 291-6755 Fax. (660) 291-1757 Tmofhy Edwards Middle School Foster Street I South Windsor, CT CIV %nm:��7 0 5 10 20 40 80 Aim6r AVWY howd Fdr 3. 3127197 1 Per Town Cownwis 2 116197 Per Town Coatn»nts I 2IW97 Per Town Conm«►b Erosion and Sedimentation Control v1MII (North) 1121197 a�R� nrl,ter• axb i,w' C-8 • , 7 AUrbw 95040.00 I Land Use SuWals