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Home My WebLink About06-54P_DEMING PLAZA LLC_BUCKLAND ROAD & DEMING STREETdr ," 14 SITE rMN aq 3 qq q; 19 LY is. Amid A Z X JLMJ jL0j C JILOR J Ld A1q. I N j PLAN /RESUBDIVISION -:) k;UU JNN INN 111(�=; IL IN� UU R ji, a' U �J, j lHi W R J N LU) 6 UU n L 'jcD_'_')U(CKLAND ROO ADD prepared by,,., esign civil engineers • planners • surveyors landscape architects • gis • gps 425 Sullivan Avenue South Windsor, CT 06074 860.291.8755 Fax 860.291.8757 www.designprofessionalsinc.com CAPITAL STUDI0 architects LLC 1379 MAIN SFRELT EAST HARTFORD Cf. 06108 860289.3262 fax 860.289.3163 �•v l.. eo 3w KUPO#A= D 0 o DRIVE �Drt ��resr DR sew 74 �awnv�c RDA e 194 EERF�E LMMW \ m! ELLINDIDN AD 30 uRD�AD a �O in ► '' cry �ti� G11"VIEap W S/TE 1' L o DESIGN PROFESSIONALS INC. LOCATION PLAN NTS THESE DRAWINGS-5 ARE. THE PROPERTY OF DE516N PROFESSIONALS, INC., AND HAVE BEEN PREPARED SPECIFICALLY FOR THE OYiNEWAPPLIGANT FOR THIS PROJECT. THEY ARE NOT TO BE USED FOR ANY OTHER PURPOSE OR BY ANY OTHER PERSON OR PERSONS NOR REPRODUCED IN ANY MANNER WITHOUT THE EXPRESS MITTEN PERMISSION OF DESIGN PROFESSIONALS, INC. THESE PLANS ARE INVALID UNLE55 THEY BEAR THE OR16INAL 516NATURE AND IMPRESSION SEAL OF THE PROFESSIONAL EN61NEER OR %R1/EYOR. TRAFFIC R. ASSOCIATES PLANNING • ENCINEERINC • DESIGN 283 Highland Avenu* Cho"*, CT 06410 (203) 272-0400 FAX (203) 272-5655 jbubarN*bubarwMfftc com APPLICANT: DEMING PLAZA, L.L.C. C/O DAN ZEIDMAN 92 MARGARET AVE LAWRENCE, NY 11559 (516) 297-8362 51 0 CALVARY ( ASSEMB 400 BUI SOUTH WINE (860) N/F PROPERTY OWNERS WITHIN 500 ' MAP LOT NAM£ MAILING ADDRESS 27 15 EVERGREEN WALK, LLC 555 MAIN STREET 38 1 WOOCOCK, JOHN J. UI & CARLA C. PO BOX 684 38 2 CALVARY CHURCH OF THE ASSEMBLIES OF GOD 400 BUCKLANO ROAD 38 3 GAGLIAROO, ANNA A 247 DEMING STREET 30 4 nee f un, a r t/ArIT, nva v. jG1 Dnmr- smarr 38 5 AST/COU INVESTMENT LTD. PARTNERSHIP 1744 ELLINGTON ROAD .38 15 JORGENSEN, HAZEL PO BOX 708 38 16 ATRANESE, VINCEw & ANTONINA C. 33 SELE DRIVE 38 17 BURNS, ✓OANN 45 SELE DRIVE 38 20 MIREK, RONALD J. & CAROLYN T. 48 SELE DRIVE 38 21 MARGIOrr PAUL R. & VICTORIA A. 32 SELE DRIVE 38 22 LARSON, KENNETH A. & BARBARA & 20 SELE DRIVE BAS, MARK T. & ROBERTA L. 38 23 CALVARY CHURCH OF THE ASSEMBLIES OF GOD 400 BUCKLAND ROAD 38 24 Y1, MIKE & MISUK 260 DEMING STREET 38 25 KOCHANSKI, CRAIG & LYNN 15 GRANDVIEW TERRACE 39 f CARON, KIMBERLY HOLLAND 312 DEMING STREET 39 2 DAVIN, ROBERT L. & LUCILLE 324 DEMING STREET 39 39 PELLETIER, DAWN A. 37 RIDGE ROAD 39 44 SAMSEL, ✓OHN J. & DAWN 333 DEMING STREET 39 45 GREAN£Y, DOROTHY A 3f5 DEMING STREET 39 46 CARON, DAVID A. 312 DEMING STREET 39 53 BASSOS, GREGORY S. & MICHELLE A. 25 GRAAID VIEW TERRACE 39 54 RAWWONGS£, ANUWAT MAN & 35 GRANDVIEW TERRACE KIATPRAMAN, CHOMMAKARN 39 55 TORRANI, ROBERT & PENELOPE P. 39 GRANDVIEW TERRACE 39 56 FOWLER, HONG DU & FOWLER, STEVEN B. 40 GRANDVIEW TERRACE 39 57 FOGEL, ROBERT & CATHRYN 36 ORANOVIEW TERRACE 39 58 PLEIN, WILLIAM J. & COSINE, CLARA M. 28 GRANOVI£W TERRACE 51 32 BERRY PATCH If ASSOCIATES 6 EXECUTIVE DRIVE UMIT£D PARTNERSHIP FARRINGTON, Cr 06032 51 33 GF WINDSOR SH LLC 452 BUCKLAND ROAD 51 34 CARMON & COMPANY LLC 807 BLOOMFIELD AVENUE 51 36 SOUTH WINDSOR REALTY 303 S. BROADWAY STE 105 0/0 PERETZ RESNICK & CO LLP TARRYTOWN, NY 10591 51 37 GRILLI, GARY L. & JEAN A 435 BUCKLAND ROAD 51 39 SOUTH WINDSOR REALTY 303 S. BROADWAY STE 105 0/0 PERETZ RESNICK & CO LLP TARRYTOWN, NY 10591 27 SUMMEI`ISWEET DR. 52 91 GENERATION 2, INC. GLASTONBURY, CT 06033 52 92 BERRY PATCH ASSOCIATES 6 EXECUTIVE DRIVE LIMITED PARTNERSHIP FARMINGTON, CT owm Zoning Data Block ZONE: GD (GATEWAY DEVELOPMENT) USE: RETAIL/RESTAURANT HOUSE OF WORSHIP ITEM REQUIRED/ALLOWED PROVIDED PROVIDED Lot Area 3 acres* 4.61 acres 4.8 acres Lot Width 200 ft. 240 ft. 449 ft. Min. Lot Depth 200 ft. 309 ft. 518 ft. Lot Coverage N/A N/A N/A Impervious Coverage 60% 59.3% 12.4 % Side Yard 25 ft. 25.7 ft. 69.9 ft.*** Rear Yard 10 ft. N/A 291.9' Front Yard 65 ft. 84.0 ft.** 174.9 ft. Max. Stories/Height 2 stories/30 ft.**** 29.9 ft.(Bank) <60 ft. 39.25 ft. (Retail) 34 ft. (Restaurant Parking Spaces***** 178 178 SECTION 5.8.6.C.6.2. SITE PLAN PROPOSES 75' BUFFER TO BE INCORPORATED INTO REQUIRED 25' SIDE YARD *PER SECTION 5.8.6.a. OF THE SOUTH WINDSOR ZONING REGULATIONS: PRE-EXISTING LEGALLY -CREATED LOTS THAT DO NOT MEET THE MINIMUM 3 ACRE REQUIREMENT SHOULD BE CONSIDERED LEGALLY NON -CONFORMING LOTS IN ACCORDANCE WITH SECTION 3.5. ** AT BANK WITH COVERED DRIVE-THRU (DISTANCE TO DEMING ST.) BANK AND RESTAURANT AT 106+17T & 98 FT RESPECTIVELY (DISTANCE TO BUCKLAND ROAD) *** EXISTING NON -CONFORMING STRUCTURE ****5.8.6.A. THE MAXIMUM BUILDING HT. IS 6OFT/4 STORES FOR ANY BUILDING THAT IS AT LEAST 125 FEET FROM A PUBLIC STREET RIGHT-OF-WAY, PROVIDED, HOWEVER, THAT ANY PORTION OF SUCH BUILDING LOCATED WITHIN 125 FEET OF THE PUBLIC STREET RIGHT-OF-WAY OR ANY BUILDING LOCATED IN ITS ENTIRETY WITHIN 125 FEET OF THE PUBLIC STREET RIGHT-OF-WAY SHALL HAVE A MAXIMUM HEIGHT OF 30 FEET/2 STORES. *****PARKING CALCULATIONS: RETAIL: 1SP/250 SF 16000 SF PROPOSED: 64 SPACES BANK: 1 SP/250 SF + 1 SP/EMPLOYEE 4000 SF PROPOSED: 16 SPACES + 8 =24 SPACES RESTAURANT: 1 SP/50 SF 4500 SF PROPOSED: 90 SPACES TOTAL SPACES REQUIRED = 178 SPACES 9s�t SHEET INDEX tI COVER SHEET TOPOGRAPHIC SURVEY PLOT PLAN Adddd •• TOPOGRAPHIC PLAN`f' UTILITIES PLAN WIDENING PLAN/STRIPING PLAN (DEMING STREET) EROSION & SEDIMENTATION CONTROL PLAN DETAILS REV: MARCH 5, 2007 LANDSCAPE PLAN & DETAILS REV: DEGEMBER 15, 2006 REV: DEGEMBER 14, 2006 LIGHTING PLAN REV: NOVEMBER 15, 2006 ARCHITECTURAL DETAILS DATE: OGTOBER 51, 2006 DPI f'ROJ. NO: 06-2244 2244_1 Avgq SHEET 1 ';t ,y� �urr� crF'Sr>utrZ `ll�uulacri `• �, 1SS0 SalLtr:AN AVI.LL•20Uif IHKM,I (,JnJIfi -,,. eKw nFUW 14A1T. law IIN OW 413i 1101156 Aerlp PlufLsjl,ad %IK. KMtca t,imuoutt P O lion 1167 EASEMENT SCHEDULE TYPE GRANTOR GRANTEE DATE FILED VOL,/PAGE O STREET TREE EASEMENT N/F CALVARY CHURCH TOWN OF SOUTH WINDSOR O DRAINAGE EASEMENT/RIGHT TO DISCHARGE N/F PARCEL "A" CALVARY CHURCH -PARCEL "B" Oc 25' ACCESS/UTILITY EASEMENT CALVARY CHURCH -PARCEL "B" PARCEL "A" O DRAINAGE EASEMENT/RIGHT TO DISCHARGE N/F PARCEL "A" CALVARY CHURCH -PARCEL "B" O 15' ACCESS EASEMENT N/F PARCEL "A" CALVARY CHURCH -PARCEL "B" O SIDEWALK EASEMENT N/F PARCEL "A" THE TOWN OF SOUTH WINDSOR O SIDEWALK EASEMENT N/F PARCEL "B" THE TOWN OF SOUTH WINDSOR N/F G.F. WINDSOR SH LL C SEE VOL UME 1674 PA GE 146 415 Sullivan, Avasue Ss■tU.;�indsa,C:l 06074 " '�� „ BS .+• • ~ ' w. IR2 S76•28 10 E S74 58 57 E 468. 71 (TOT,gL) IR514 f„at a41 hL,aw,M,:1. 1 S7777 42 E EASE• '' ` _ _ 1 27814 �� t 2 i'�"""�' 1 r- - ,-1 \ =...r.. 134 1 1-? -- -- -� - - -�- - jg�-•--�-- - - - - -- - _- � 58 138 JRJi p 50 RC! Ayp.Oraavl)mliupPlla ` 1 94 �.05 - ROW�OF PINE TREES _ p N 1 ` - ' - - - - _ ` ♦ \ + a ROW Of PINE TREES 1 ATER L� _ Wo am plcaarl an ulvise you dw Use Pit w 44 k Looiny Cumm►mm voted as lurch 13, n.w, W I Q TEL. \ i \ 320.82 ♦ \ ♦ \ a� - - - ♦ 1 _ 4_ _ >Mwtwcwi�moeir„�ilMu,pplicallw,bs-!•IP,,7.m1a,tPtno,ul'..♦yu.alu..wrbdivi.,min,clwc SMH :, BOX \ - - (ws acr tut aid ATC plMu apfmvyl lot the wrrltuolioa oPt rhnpping OraWr (24 SOU MI) on p 4.6 actCY or d 16 R ' ` S73"i�'� '� -° "-" --� - ' ^ Cf N %ERL IN N TE R T l I' _ 1a d kwate,l nn the na4elaa.+ly puma ot'IMakl, ndltad ar 1 D.mi■g Stroh. tK Wtte 1M shry on A:' 93.55 - y I 1 -' 25'S.Y.� ' It" I)OF"Ihylky�art@:aioaeit,lw•.rNi■W40654AW W■dMwc11S.20o7aanrviawl. 'Ibis it 1O FIb ' • / / \ , ` ' / / , -. �. %b'/ �'�,� j46 approva warm jeettotbfoUowingmaMli6ow1ow: "14 1 �/ 24" TREE ,/ / �J25 R Y /J , / / ` - - - RIP -RA \�FE lteit#wlldsionsMaadi6ow; ,�, - , ' J I " / I , ) / / DRIP LINE / I I / I ' / / / /' I J / // // - - / TOP. 136. 11 W _ i 1 / / J ROW O P/NE TREES , IN 11 134. 54 1. 'lbla apflnnvl iatbr2loy nuulwrrtl paraY A anJ b. 6_ 4 � , / � , 1 / / 2 C«tacYc lldewalky Mall W'1'oMnt q+rci ficMiow, tIW 1 Fl■ in*al kd ou cwu .iec of i1m STtgT ` \� `�. 96 1 Q % 24 TR E I 1 1 / r l l Oak] lk"Imal ROM. 'Iag \ ` I ^ ry�� € BACKSTOP 3. Ulaiaa,)a and owitmeLion I'ur this subdivLd,■I it rub m to Ile , uu1'rl of die Town ' " : 1 J j l ' ' / , ' 1 \ t 1 , W ( l' •� / I I I 1 I I I d 4. All lot. J,.11lwrmlrnlbyJuTuwaofSoiathWin4nsatubuy. w iAtcmandnom,FljaWl.l,1c• �• \ TRAFFIC � � 1 ` � , 1. Q4_ - / l I l l GRIP LINE y frova! of Jw WMur I1rJwlwo Gryol Aadlorily. „ ; , 1 ' / d ;\ ". BULL BOX/ ! t c r ,. Z TS'O7 , O I /' ' ' - // I 111 / ' / / N + F2 ♦ ls. \ ,n. •, 1 I / `HOII/EPLAAF l , ` / l d S. Wukr chat! W nap(iiwl to Utia mbdlrisivahYlMlblk v.*attr t ,l , / 1 ( / U wi it l - ,8 1 Q - \ _ I . I . i 1 ' i G. '1'rew Ih fhc strxt Ven. �t and any salts traW on II1b dw1 is atunulJ or will in (ho - 9 , _ � � � � / 1 161wc L.,aM,w 7L,vs1rlwwud Jwd are a Iw pbotcd Ir aetar6■wo rmt We �wat>aal Trot PLdkp - 7. All plaw uwd in Ihs lidd by aka: dcvrhsflrr mast boark the mad autltorhsd mit"Iuro of tlu 4 t/ \ 'i. , _ \ �; 1 I J , / , 1 / •-•� / r / / d 1 / / Tnwn ofsonUsVKtdwr. CL&Ps \ \ 1 / ' ! ' • 28059 \ •t � / / / / 4 / N7 9 a5 W / (n/ / o ,,; ` *.•r _t ♦ ' - --.=_!l�j� / ' 1 i I I / t,- r 1 / / / / , j40 d �s S79is 06 E. IR I I i 26.0_0 / DRIP L/NE �" stessis�• �gv // d I Y. All:4,wiau fir .xmacnatimp1u�tppoa i,dlakry,e,rulilifint,[hitmybactquuadinvwKw,wiun %Ttl:J.,:aI>jMUYal1,I•IhiK 7YbLlJ...y aalK lM lt1■IallhAll■1 •IOYWnt foK9 Gaamaat lhnit Mhq'e c ;i CCC,�Y 1 , I r / / / , � ' , , r d ayfx'opriate, w U1i. Camlri..k1n prat to fillalt Wt mylua 1a'7d iatt:anaC of buildia,µ IMrmill•. All ; , "`\, ' \ ' , „ / i / / 1 \ / / / / 1 / � si- js for open spue, public impromwau m J wmltsuy. mast be wtvahtco prat to Iagt.a:K fur '- - Ii '` / 1 -1 1021 6 ! J. ' I , I // 1 / ♦ Q Tow., ew:p(auvc; WI dcal+mud h.: in, eaaaaox +rill Um piny fir wa�+dngdmit and au,.l l,r rl\' I : ' /,-• pr1 1 ' • :I• ! �� - , , , / / / / appmvalhythoF.ali,wYl,sjUryuruuaumllTuwaAaarsY.�, \ 1 e n'IQ,J !� O� (p 25" ' + I ' r I ' ' l 1 , 3 ' ' " ' 7' s� DE FENCE 1. , , 1 0 4X4 POST / L ' ' ' �, ' ' \ ' EX/SANG ' ` 1 " THE 14 47 / ) / n y. • (/,ta,a:aJ• 011111MICj must bC anhadaed W dw Tuwn F"lginutr (oa Ia! ea�osed lann) lur dic ptlyes: ' � 1'.,•1 /\' 2• U" , '� O r �,SO ' ' - \ � ( / D //� / d bepoeiulofdmassilui s ud■li.ir(a lw»dlox./ Lmt1se Tom4l.wlfim, WlbomGaeod bond pnficy,md tirll \ , ;\ :� G - ,' \ ` ` ,1 3 ' / I / (� ,' I 1 fr VEL B ' /�\ '' � BARN :. be poacd pals w filing Uw-s find plaoa In the Tovnt Qork'• vt&t. `•:.. \ \ \ / / , 'O , ! I / IflhudvcWpatJYtoaNlnAwhRll■fOrILCOfIfJdrNtaM1Y)rxlbntiuklT4naofr odj(usual / , / , ii1 / I >xr .oar_)'nd)Iuuiuniluxnpluinncthudcsdopuwl.11auwlcuaruf(Futithusaa ,' _0 f�EM 1NIN� L.� D OF CAL VARY �� r ' 6" TREE Mal Hoist within JU dna b:fore aw: eA,>uldism ".. aho C M rm%$ =y. at"ofaiov, cWI It. / � \0 I (v 7- r {111 Leak! it wla ascum '/ /CH / OF E A S$EMBL/ES '' 0 144 i A drWtnll{c aaaeasulcnr kt i1, Uae u1ltMmt „f s:u, e6eU Ise luhauned a U,V C,x,:Iuissiva, _ b\ / , , ' ' ' ' / / , / / ' , f/ tt(/ ODj / /'1 NVf'/ ES TERM /' ` ,' U �Is 1 I Sitcplautppr\n'W tzat4rlanc � \.� ``' - ' \ `� ' / ' ,�� -� , ' ' I I.. ' 1. I•ll,ru,p]neIW11:n1pp8{IlaY)'SIrC•N'IXI:.utlsriry,Inu+thulwd.iwilhTowa5toX \ i ' / I �: I 6" EVERGREEN ! CONN C T/CUT a►ti 10 TRE4 �/,�/ e //�%� 2. Ku buildiuy pumil wiU he,toluW unlit L'n final olylarKltaue been IiluJ in UwTawn ('Icrky oGla / / � \, \ \ \ /' I' f!r 1 i '_. .. r' ' / / ' / , ' r' I r I I / N F " R Y !' /^I TV! / 11 • S. Ihlsalgi:crkmi.v.IbJcL:Totbccoudltla4irl'yipnwelofllw+InImailWL+laadf '1 �h \ \\ \ , .I., •i' 7 ,:: - \� �' /' / ' 1 -� AREA # t 04r,/ Sw Ft ' � " \ I 1 ��w�/ /� Cd !/t'�� /�LIl.�'4�' / \ ) ' 1 '? r' 10 TREE/ , 6" EVERGREEN 4rf4AM A Ff+• 4L FR/ ri /tat;, la�talL•tgeluuwlinl}wmu"motY?S.OWtneull,navmpli.w: - \ � ,' / +'�' i '� /-..; h , , 1 30" PINE A at: Y•/11MtlrvMIIImCA1mIT1S I. %.7 / , , with'tlu rlo.iun .al Me6sswxslatkl0 mnsnttea, aId a Wnd in Iho atauwat of a25,1NM, N a,sure \ , ..., ■ nnw.ner TRAFF/C�ULL - C ;,'rl / / \ 4 �/1 C. • / I d //t��/�• �j catablMMmtt of p MP \sturzaua t \'!\ , . kit. • � ; � ) � ' \k' / / I / 1 � / l / / f. 2 A V. , ' � PAR �ti!� fe �► �H�/"'. BOX - 4.AIt_tIisLWbunt ultatanammol'iI0,0t10i.•r,*ccudmum Lcsubudutaip-klrIu614of � / ' - � /�/� 1��1 Q /� ^� ��'� m)4am. Q 4 - '1� ' r _ /_. - \ /:1' I : t ' .' \ , \6. ' , / I / / 1 I l '.. (""A �7 I ' , ' I I / I Z / ,' 4 " TREE S. All MMW. mud bt' is ow of I,c io:uw 1le.u(ihtal in llw cttrlolod !load Policy' _ - CL c�P , ' - ' , ' , ' , t� r , / ' ` � C rr � � � � � � .. 6.' A4 as-b..11 plan i. reyuilerl pria'to inuaact of a Cwtiliula of (Asuapansy per bm-an &I.I I oft Li - ' / , , I I t 6 EVERGREEN t.e11al1.cRalalk:u ;, . ;. e , \,`, 28658 ' PARCEL , A '' a' '� ' ' , 7. All plan utW in Ilu:inhl by the n,x•(+upertnulr Wet the attnp and ataUaciud rgnwn ol'Iha 1 \ a / ' , ' I O'� / 1 / ) 6 POST ! c'a PINE 20 *VINE 1 low•no/'aauthwlllJ.,r. 1 �, ,'\. � \,..-'AREA _ ' . ' �. •�'I / 1 / r 5' S UB " TR £ � � I 6" EVL�RGREEN ,�� 201,1,00 SQ. FT. h ._ I I i, Ihia appuoal &Ww tnM MnitiTUIC I -Al of 1;:a "14 newer, whitJl..en \ \ ' r •� `mot J ' / / / l3 SPLIT RAIL FEN _ _ 7p I + WDro my ollybapara.Jlgllm \ '• `^t , r I � 1 ty , f � WN1y l'utlWi,u�C,ntnJ AIINsodty 1 \y! N\� . I/ 4.617 : �j 1 A %1 , ' ' , ' I r'' 2 ,' 1 ! I"I / 2 " TREE" 1 4 SHRUB l / , 6g g \ 6" EVERGREEN V V. 8" DOG 9. iho buSJlup ateea nluuhw m.aa nu 1neIxkd an the Coal plan. _ _ / / 10. Davan m tatdda Hors! Ix nlaku ne, in ))1(MI rawdi tar ta/oUjl 01l UK s ae Jri,sa sal pt rLmy \ \ 6" EVERGREEN rave w1 , ' �.\ 11. Alllim,tdlal;s!pans£/abuildiugrcc siwmyuimlhuiswmoteampdwirWalwUwyaru- \ ' ta■,;Ial. < , l L.P. � SMH \ \� / ;� , ' k' 3 - - , _ l DOG0000 TF 133.:70 ' EX Y 6" EVERGREEN "otn ot. t qF.• 109.77 \ \ •\ ; ,1'� I , l lN'l: (l8')13 ..5t) l I 1 0 \. dd L.P. INV. ("if7')l. 0..9ti L.P.I6" 41. a ' ' V , 17" TREE _ - - I ,� I1 EVERGREEN` a „ \ \ _ I �'�l1n� 1P 1 -. TMr Tow. Cnfprxer•M rmiew :u®nsua,.IeaMl Manb I., _,iOT, m.,r'. ba ulJmsaJ W the 7uw■ \. \ Z _ _ _ I / i - - - ' ; 1 �,;�� (�`t'� 1(] •' r-r0/'LT ''; -'` I h,grir�•r`.1atiMl'wai,et \ Y \ . . _ / 1. 0 9 b PRop' ��l��! "FLOODLIGHTS _ : r- " ---' �' - -- a cicRGREEN --- - 3. 1 iftw,s uniL%m WI muhu rn,llWlnnn within Diu Mw,lr,n.m off-awnwlws,w,r. paspIruuu , ,]�• I , ' 1 ' t I t -j '' / a k ApwjJ1wtkirv.liar huNllegpumiu,n■a+rhtdtelofsrauxlnasa0,4unI14wrllo+wwlthepl,nx.Ko \- _ It'rI , , 1 , 2d- TREE / 4 1,r91dIIi(f (Ksl:fit ■tr Crrdiiw7 of ocaupaary shall ba iarwal fur any buiklinY a taws span. if \ \ O\\ Iw8 / / _ ' O 11 1 1 / I I .1 0 1 ` C m.nna, traits anlih■lolly trsrmnul. \ \ - ' r ' I �' CC) ' 1 i ' I I L �' n " TREE hOOV 112- _ \ \ ', - ' i, prEAh PROP10STREET - - - ' I ' 12o 04 gQ r . 14. Nrae,46,6TM,iIJit.glighti"glow.: hesukcwlh}SIM+f.ilJsi•S.xnlM.ur:,DrrlheehNoal'l.wimay, , - - '� \ \i ENT IN FA�/6R / '' d 24" TREE , ' ' I '� L.P.T1w J:,•:I li,,:, {halt MiM1111 A U&MUg-L.Ak .. IA- I„ TUw„ •usfl d.r .,,.L,.Iiq,Iw.w Iiw SMi , , , I / �raducLLoua01occw. \ ' , THOYIM OF SOU �7 „I a (V : ' , ' I \ ) ' 15. Aoo dwowdsiliuy,•,paala,ayairtd[a:diebailJut>;:,. 18 TREE SPRUG/E t+ , BLUE SPRUEE` 6" EVERGREEN Ne L� Ias. Twd:v:in•vn.wkkntifr,;tinn■i m1cRt":la,tIMsit thd6wwa 1.'■ram:conrkwitin gmvr,in TRAFFIC PULL ^ \ \ ' ' ' /' '' I I a ''' 15" TREE ', ` I_j Q \ /' )I / t5'4 ' amMdn,K"widsRn:ci,:,11TJiSbul'dw ru■sil�rcgl:llukrw Tl.aJnclopu,uu Wuiilicukw sdpss BOX - \ 1' ,'-\�, / / / ' / 'l.{�-"' I / ,' ,' \ C� ,' \ / I / " 6" ErGFC-EN 6 6" EVERGREEN li.ow oc air ap,,(avW av4ilwmtal aJt1•ntltMu Hoar hew au Walue badrplrou,ld wit, L,IWed Itttwi j 14' _ A , \ - . ,yma Tit n is iaratalLy Ut. \ - \ \ 4 CQR1C+ , , ' , ' / I 22 TREE hk , , - ci R1 OD06ENDRON TREE / , 6 EVERGREEN '15 17. Lao Coax n + lxroby grants apWoval for IU oo=WiW bufWW c )vtd. I - � r \ 1 ' / 1 tjD22 " TREE ' 8 " T ' � "j6 � ' •% ; ' , M 7 / 6r EVi�RGREE9l I "i1.� `, ' r 4 ' . � / 6" EVERGREEN I s A minor alu W in Uaniul( S,rt� i• raluited In Islay of Ibe plofstmW wlp:d .aloud and mum lw: \ \ '1 • r , I / / e+ < j I , E 1 L. R , ' ./L 00 LIGH Q / , ' / / r / 1(i L sfJtije" III die Towa EO(y1114a•. a4iafaa1latt. } \ �' , ;�, , .: ! ' / r , I ¢ ' I / / / , ' ♦ i �% / 1 / \ , l / Afior my4m h.we hags xfg■vl by Ihu i' mmassltan. Ihey will h ns, l an you kr fihne m ilw: Ufi1:o of , ♦ \ \ �\ \' . , i ' :�. i; i / ' ' I I a• 1 ' 18' TREE dw Tutu, C3A by JW y 5, 2007. Allur filing Jwsw ply., ■ mpy ul'Jws :,x:L:Id um,t ba'.•i■uituMl k, Ihu 1 16' ♦ - j \ / , r I , i I 1 , / a • \ 1 / r ,� / / / / ManWap Dtpsrtntra. ♦ - \ PROK6,.� 51„cvel . ♦ - - \ . 4' , • ., '� I I / I',I, • I I ' (. GP I / ,'6" TREE Loc / + , 36 " (TREE I ` / CL &P ' �� QO!!Ft TO SETW �IE1D / , , r •.. ', I J ' , ' ' I 1 1 ` „ ' / / / t / /' AVOID UCiT IYIH VA s ,)' t. \ \ 28057 i ' ' AND/Oft STNJCIIMWS) / , / , , , I 1 Wa sling tut zoo au naaa \ O ! > \,� AND MUST flQf lfi AR 1/ � / " "_ 1" 1\ ROW OF LANAREAP'ED ,'lumL,g NJ Lodug,'ataulaawu \ � ,�-- 0► THE 7011M aF SOU1N Y 32 TREE ' 65' f: Y ' ' I , 0 / '� fnrlolatr.. , i, , / �- _ r ' , I 1 y, \ / / / (0 c,:: tows uwu 1 - \ ` ' / / �� „ ' I ) 6.5' F /. ♦ I MA/LB0x1 O / '' ' 1V / I / ChkfHuildi>gUfficW 4 ®% ^ '/ �/ " �' , r APPROXIMATE __ 1 _- -_.1 • I , , I 'NIF,CALVARY%CHURCH OF S ulw,Ju:cul'Pu11WaluCuulnd v 0 Bits STOP / };'I / r I ��^� "/ " (t / / ! 1 1 ' 6'INN , SLOPE L/M17" SEE 7 p7 YJ� __ _ '�` /; ore lii^altd TRAFFIC _ - _ - ��j ' %'� ' 0"J srEJi=.klu t; \ .T P CONTROL ' , • N��,LI;�`_• = - _ _ _ ♦` L _ /' _ _ _ _ _ = _ I/••■..`"''/ % � ,' p/ /' E/J ,� ,(p. L E , �A"�`7 , ( aJ�) I VOL. 695 P�IGE 185 86'0 _ - , / ' '' �TF 1-fJ 0 ,' Tl I S A(+fB S Off" G \ ECT/ON BOX 20" TREE `'r 28 7R E6 _ = 2 < ' _ -1 y� - �- - _ I - - _ - - - - - " ' ` EASOIAENT - �_ 39.20(09 / SP CE �h , - 'N' ' MANCHE,STE COfVNECTI (. T SURVEY NOTES. - - - TR , _ - " _ - - _ - t 4 1.24 _ i0 4 - `/' Rf18 _ (/ ,' ' • \ '1^'6•,\ , " l 1 j 18 'T '(R l- _ = 5r� f! '(` L= //Vl'.' 139.05 't //v+�//.� (//�/� /yam //*� 1 ?\ `i 8 1 \ ei• - - - - _ r... a , / _ - j-- J' 2 ! ` �7F.• 134.18 - I. I i r - T 2V {tY 2i� '':. //' • / ~ O 4'��^ p�' ' / ' �% <ti.N.. Vvel_ V� Q A Gl+" - - l_ \ r,• i • -1,r'' �*+--/' - 0 /NV 123.25 73'1 55 - - IEYT 24r !-i I. THIS SUR VEY AND MAP HA VE BEEN PREPARED IN ACCORDANCE W1 TH SEC77ONS 20 JOO6 1 THRU 't ;, 1,,1 \ ;1 ' C L VAR-59' '- �-' -- ' -_, ' i 26 PlN 2 " P/NE 30 " IN - 31 t 20-300B-20 OF THE REGULATIONS OF CONNEC77CUT STATE AGENCIES- STANDARDS FOR SURVENS ' ' ' ,, C URCH _ - - _ _ ' ,.+',77'r Ll:: ->-- r�-N _. - 7. AND MAPS IN THE STATE' OF CONNECACUT" PREPARED AND ADOPTED BY THE CONNECTICUT + � ' S N -. ' - = - _ = -' - ' - - - ! _ ! . ' , � 73'1�55 � � � _ ' - � _ _-_ __ _ -12 " TREE ,,;, s 20.40 ,. r '. ~''" ;'S.60 EASE l 3 � _ 7F'141.84 / , � J ►+� ' � � J ASSOCIA77ON OF LAND SURVEYORS INC. SEPTEMBER 26, 1996. \ 11 F �'�I\ , _ 14" TREE , ' =r _ - /N� 1344 -HORIZONTAL ACCURACY MEETS CLASS A-2 AND VER77CAL ACCURACY MEETS CLASS T-2. SHRUB* -TYPE OF SURVEY IS A RESURVEY AND IS INTENDED TO DEPICT THE LOCH AON OF PROPERTY LINES TRAFFIC , - ' i=it 1,13 , _,� �5 W 305�35 -- - -. - -4 _ 20" TREE W ,7•l RESPECT TO PROPOSED IMPROVEMEN7S PULL BOX , -'t; 4 \ \ { - _ -` `I M =-• 6' SHRUB, IJ7, 70 1 - , EASEl11ENT ` 131.7 •2T �\ / ' / , Z. SANITARY SEWZ�R EASEMENT /N FAVOR OF THE TOWiV OF SOUTH WyNDSOR PER VOL. 330 Pr; 275EMERGENCY S}�H i I+'' P 2.90 ) •'" / L 225�Q"" -`_- s'y'b;. �\� ' / ' r / 1 I 7F 125.11 11 �s� rs0 F -- - 3a - - r ' a t�` ,� t_ " I 1 \ , ' STOP !; _ 1 ; 53• / A8• Ton-114.34 OF THE SOUTH WINDSOR LAND RECORDS SMH r 1 R1s� \ 1 / ' l V. 117.24 II a t ,r' SI-� L / 1 ' 17 122.60 - - ` SIGN ='�-- -, I -T - a21' 44 i , Tc �i.� h r2:- ` 1 I 2"i p AMFIA 70 1 \ _) , ?� J. STORM DRAINAGE EASEMENT IN FAVOR OF THE TOWN OF SOUTH WINDSOR PER VOL. 282 PG. 237 I / , - 1 , + • t ' ' ' I' ` - - _- = +- -- -_�_ -�- - - �' R- j90,141' - , 1G•c- i 2�? ;� •> `` y I OF7NESOUINWINDSORLANDRECOROS. �__ _-- - 1 _ ---" _----- __ __-- -- �`T ':-� / r I ' _ f32 1H '" �`` I, - 2��1,W 1�.`: i �' wz 138 1 142 144- _------- '-- �� - �� \ '` '' �\ � 1 ' g6 � - r 1 4. 'PARCEL /S ZONED GD. V ! N40'38 38 W _ - - _ :.� .. SNET sNEr j 46 r - _ _ - ` ;1,' ` I I I 1 \ INSET �- l`I-�IS 5U IVISiON 1281 SNET - - - - - - _ •[ 1 SNF 5 �\ 1 ` _ Al 12,5 � /� 5. PARCEL lS /N FLOOD ZONE X - AREAS DEIE"RMI'NED TO BE OUTSIDE 500-YEAR FLOODPLAIN - I I I � ' / i,• , � ` _ = < ; - ' ' " 1282 1283 - 146 - -`' - 1 ~ADO \ � ' 1 ` � .11 aow a ��VED PER FIRM COMMUNITY PANEL NUMBER 090036 0006D MAP REVISED FEBR41ARY 23, 2001. I / / / , _ - ' n: 1 /: ', : "��` / ` / 1 / i 1, .98 \ ' 1... I DATE: l I 1 -; r. I• ! % 11 1 pi.AivNIN�I .. t ) 1 : ; -i ; "' ; . 0 146 S S4y�1TH WINDSOR MAP REFERENCES,- I \I " _ ` CL &P __ 15. 0 25. 00' ' �� 1 \ �) - . *�11 PNING 1. RECONSIRUCADN OF BUCKLAND ROAD AS -BUILT -STATE OF CONNECACUT, DEPARTMENT OF I ,,-" , �! : ,; : ' _ _ - ' i 28056 \ r�3-rO�' ,3 50 148' ?6� h �/ 7RANSPORTA77ON - PROJ. NO, 132-100 SHEET 55A & 58 OF 140 - SCALE 1 "=40' 1991, REV. TO ®, - " - .L.._ J. .� A��1lI�AN As 10=30-95 BY SANDS E. AESCHLIMANN,WIN 1�2 I , "�,�'/.1'ts _� }- l '�.q57 12 ®�, i 128 �7 o j50 \ �,� ♦\ . >Ss ; 2. RESURVEY PROPERTY SURVEY - RESUBDIWSION MAP PREPARED FOR VILLAGE AT SOUTH WINDSOR / 6 1sr 6 7• 1) 1 \ �... 'o BUCKLAND ROAD SOUTH 1MNOSOR, CONNECT - SCALE 1 "=100' DA T 9-2-98 REV TO 10-20-98 12 ' M 2 \ St -1 �- ' '� %t L 9 \ �� SCALE: 1 =10 SHEET 4 OF 9 BY DESIGN PROFESSIONALS INC. ' 0' ' bL / \st / 2 INV- I41. 11j N%) ' J. GRANDVIEW 7FRRACE RESUBDI14SION DEMIAIG STREET & FELT ROAD SOUTH W7NDSOR, CT DATE. � � WO „ ��'1�� S " CONK G It x lNl•: 14:. f?(t; 154 ` �i(1 �A1 f. � , Nr:CT10N %TW 7W JAN. 26, 91 REV TO10-15-91, SCALE 1'=40' SHEET 2 OF 7 PLOT PLAN BY TORRES ENGINEERING, - ' - I / INC. _ - - , S 6> WISION SHAW COMPLETED VATWW - _ NO- 72'3 156 4. PLOT PLAN - THE NEW CAL VARY CHURCH DEMING S7REET SOUTH WINDSOR, CONN. APPLICANT J t 28 `;I ' �`- - L �� 15g` CAL VARY CHURCH 647 MIDDLE TURNPIKE EAST - MANCHESIFR, CONN.A\ 8-21-81 REV TO 9-14-82 1 "=40' SHEETS 2, 3, & 4 OF 8 BY FUSS & ON/ELL. 1 _ 2 77' 5, PLOT PLAN, RESURVEY PREPARED FOR: TERRACE HEIGHTS SUBDIVISION, DEMING STREET & , 1= ` � 1729 17 W 1� j64 GRANDV7EW TERRACE, SOUTH WNDSOR, CONNECTICUT, SHEET 3 OF 6, DATE 011109/04, REVISED TO ° 2.76' �►` 0 1�4'. 7-6-04, SCALE 1 INCH = 40 FT., BY DESIGI✓ PROFESSIONALS, INC. NOTES. M5 _ N50'.,32'35 "W 97.69' _ 6. \PROPERTY TRANSFER MAP, PROPERTY SURVEY/RESURVEY PREPARED FOR.- BERRY PATCH ll, I 1. THE EXISTING BUILDING IS NON CONFORMING TO CURRENT ZONING REGULATIONS M3 ! _ sem"�-tIG.,G/-.i GRAND VIEW TERRACE & DEMING STREET, SOUTH WINDSOR, CONNECTICUT, SHEET 2 OF 11, DA TE W17H RESPECT TO THE GA TEWA Y DEW£LOPMENT ZONE BUFFER AND SIDE YARD N49 Z0315 W 98.15 - M6 1110410J REVISED TO 4-16-04, SCALE 1 INCH = 50 FT., BY DESIGN PROFESSIONALS, INC. 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE 4 9-Ili-67 ADD PIC APPROVAL L€TT€R;PROP.€AR€IfWALK§ KMI 3 3-8-07 RENUMLERED SHEETS KMI 2 12-6-06 -- GENERAL/Blf'FER/DEMING ROW KMI 1. 11/13/06 ADD GATEWAY BUFFER LRG REQUIREMENTS. SEE TOWN OF SOUTH WINDSOR ZONING REGULA 77ONS SEC77ONS SCALE : 1 = 2 0 5. B 6A AND 10.2. TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. I A13,F7rmrF R (:FlqSl FR IP I c; 12327 I GRAPHIC SCAM 40 O 90 J.0 No 1 inch 40 .,L INSET »A �. .�._. Tel. 860.291. 8755 Fax 860,291.8757 civil engineers • planners survoyoirs lancdccape architects • ile • ips PO Rnv 1167 Sntith Windpr%r C r.s^fTs2rtlr„it nFsn-?A ARA m. DA[G I C ,iEGyrEA' d.RG bu Ro, a $fit .w Na: 2244 DA T,E actab4lr 31, 2[7�A6 O',4y.g,.,:rf,- . Jn ! 1 ••l lR ./ ¢) •a"J iy .e J,ya._ 4..." t,,lX VRNIDW)t'R, •.�+.. .'^*Ff /' Mdf�V �A. I 1 N/F G.F. WINDSOR SH L L C SEE VOLUME 1674 P14 GE 146 S74'5857'E 468.71' TOTAL) - S7628'10"E S77'17'42 "E - _ --� led ROW GF PINE TREES . t•- _ ROW OF PINE TREES I TEL, t` `� .'� ` \� `♦ `. �. �'.` - ,� - ' INTER I 0 BOX t 16" TR ` ` ` ` , ,rSENTERL.INF� , TF_ 93. 55 JOB- 25 S. a4" TREE 1 125' R. i� � r � / ' ' / / 1 ' 1 1 - , �t.ur.• i ten. i 1 / DRIP LINE r (T IN 154.54 .' 1 r ROW Of\PINE TREES / t ' I ' 106' R - - 24" TlE` r r r 1 r BACKSTOP /' + ► ' ,' ' 1 a \TRA CCB N , �� TF 98. 27 1 r ' ' ' 11 r ' r FIC /NV (48 )91.12(S,1 1�� _ rr , rr y , ', ,/ / �r . j DRIP L/NE r� r /r a U lNV-(36')92.29 r.`'" CPP--_, r Z / r { , , , _ r / , / BOX INV..•(6)94.61 :101.98 �` t ,' --12 CPP , , fr / HOMEPLATF 98 1`_,��INV. >038', , r1 1 / , , 1 /,PAR EL BaoX ' P, � AP• -'� _72" cep , r r I / rOF L VAR Y'�� 100 - IYI NG LANDo �,. ,t / i..CPf'' t _ �'�103.a7rI OF1 THE S'SEMBLIES '96r" 280tP 59 - � / INV- 102.00/C Ul�CH./DRIP LIN� ' 13�., R F.- - -- dF GOD/ MAN NESTER, SOP.• 96 6' + INV.' 9.99.. •T �g-- 3--E= -' - 1 ' ' ,r ,/ ` ,' I ,' " ,' % CaNNEC Tl / T / / I r / I AREA-2/0,049 Q.f ` ' t ' ' ' 1 r ` 4• 8L L 7' ��OC DE FENCE / a -•• " CCB / 98 TF: 98.28 �� `� ''� Z , �102' / r _ ,- -- , t I / , / , 1 , /NV. 93.46 �CS� p� / -_� -- 25' S Y. , �' / ` I' /' / ' I /' t I ,' / /' 4X4•' POST , / 1 r r / / / 1 r / / , ,' �i t�1 EX/STING �/ 1 E 14 \13 ' ' /,' X BARN , � , CCB ,' /' / / ' ' ' ' /' /' ' + '' ' + °' r ' I ' '' /' \ /' f d`� I 16 EVERGREEN TF.•10,5.26 / 0� �� / / l� / 1 1 , , n �t� , - , �, '�� 1o>�E4 • N/F BERR Y PA TCH 11 IN 1;'1(48 )98.49( , , -' / r 1' / �` �►' . , I A SSO CIA TES L lMl TED • Q /N,('!•(i8)100.44 , 1� . , , , , ` / , . ,� �r 10 T E ♦ 1 I • \ � , , 6" EVERGREEN 102 �' o V� lQ/V.•(6')101.14(;;iL ! / /'` ,' / , 11 1 r , ' / / / ' r a I ' + 9NV. 6" 100.98'F' ,' ,' , / r , , , ,' ` , 30" PINE �/ I PARTNERSHIP TRAFFIC PULL �� ' C �\ 0 , ( ) P �'EL A \ / / I / r BOX / ` ' .6 " CMP 1 . ' /� ,' , o� -''�� _ R P AREA=2 /00 SQ.FT 1 ' 14" TREE SEE VOLUME 163I PAGE I i 18 - ,, ,'�� ,'^� ,' 1 �� , r ► s ` r 6" EVERGREEN CL&P 14.6 7 AC. �'' / ' ' / / O / , 1 1 + , / i` r • 28b58 \ / ' �� / h r IF.- 104.701 6 \ ,'' ` �' .' .' ,' �,1 ,' N ' ' 5' SfI UB 6„ POST „ TR f' \ r 6" EVERGREEN r Z6" PINE ! P/NE h hA ,/ , ,/' 13' SPLIT RAIL FEN , 1 4' SHRUB - t tr ' ' I • \ \ / ' . , , /1 , r , 20 TREE' + , i 6" EVERGREEN 1 r t • C)01� / / 8" DOGWOOD , ' . / , / / /122 ,' ! ` , / 1, i , I 14. 2 4 I ` EVERGREEN ' \t` `► ,'' ' // .'' ' f I 'r/rDOt OD TF..•133.90 + 4 �' EX BLOGORY P.' EVERGREEN SMH / ►-G , ' / ' ,2k . ' i - 1 IN I!• (78'1k-J 50 1 .o' 120' 109.77 �` ' , ' ' / . ' ,' .1 L.P. /NV(10')1 S 96 L.P-'tr6" EVERGREEN /17" TREE yDP�-446 'FLOODL/GHTS /� 2TREE EVERGREEN \ 1 TREE 12.0 24" TREE r . BLUE SPR EVERGREEN ^ a SPRUCE f , : E E 18 {TREE � • 4 / 1 ,' ' ' . '. 15 TREE ' ` �� q \ r 15 6' EVERGREEN TRAFFIC PULL h .'' , ' ,'' ' . ' I + ,' ,' _ _ - ► / , 6" EVEl?GRE�N .156 BOX ` "" ' , ' / ,' , , ' , I 22" 77�ZEE ,�>X , , ,; Rl (ODOBENORON TREE , , 6" EVERGREEN • 11'1' - ' / , : ' ' t 1 1 ► EVER GREEN ' -�� r\ / '' / / ' ►1 ,' , 4� TREE ' , y6/ , n I ` , , 6, E . N 6" EVERGREEN CCB , ' / , , , '22 8 TREE /'V L.R. , ' AL OODL HT / 1 1 , / TF11654 / / , / ,l I �1 / ,' �♦ �� i 1 1 ♦ / / / / /N (48)110.64(A) 116t♦. \ ��-1�' fvV.•(48')110.44(S) // ,' ' I /,., I ►' . ,� �r 18%TREE / ry� �E `�. W �/ .,' '• /' ,'''^``_,/ YD � ,' �: , I r '` .P. FLAGP E + �/ ,6� TREE TF-.- 12P.73 �' + 36" (TREE I IN (18')126. (W) % IS3211" C3N JCL&P . / INV. 8')J727. J (NE) �Q ' iI I ROW LANDSCAPI 28057 ' '' IN (4 )1' .48J. r TREE tW OFgUN/NG US AREA�65' F. Y. '_ /N : (SUMP�7 .46 1g :r, ♦ SP UCE /m/T STOR,v`1 �kA7 , ` 'L` - 1 65' `. 1 MAILBOX/ EASEMENT ' F �' \\ �\ SEE NOTE )3 ,' APPROX/MA'TE / I _ - _ 1 _ _ _ _ BUS STOP ,'' " SLOPE LIMIT SEE _ _ �1� I Nlr CAL' VAI?e CH�JRCH OF ----, v . TRAFFIC Lt , ,' VOL, 695 P fGE 185 - - :: _ +♦ ' 1 ~t 1 ` - _ _ , ,'� ,' ,' ,' ' ' / _ _ I _ _ _ rr: , 4- o Tl Lt AS, EMBILIES /OF GOD \ _ - . _ _ _ _ CPF� IN l : i .�. t j . _1 --�� / / , SPR GE / , zf�AFC LOOP CONTRO .' YD , , , - 20(!"✓} , , , 1 1 / SURVEY NOTES. ' rDETECT/ON BO BOX 20" jREE IF.• 127. 76 28't TREE / ' , ' ' -I_ _ _ _ _ ' ~ - t / r % " - 4' GiB 6" CPP - //VV•(18's)125.3g_ _ 1 SMH 1l� ./ -�- , I M,4NCH,EST R, C0 AN WITH SECTIONS 20-300B-1 7HRU "4d` - /NV. (18'E)12 41 ' a ' s = �`� 1 TF- 134.18' / , NNEC TICU T 1. THIS SURVEY AND MAP HAVE BEEN PREPARED /N ACCORDANCE i ''' CC8 CPS 3 23. A VA Y ^ //�V'7SU-Ti'Ti1 �"'�MP--- --- --� INV 123.25 N73.1955"W 26" PIE -' - _ -' '% L PI /YF~± ' �'' 1 / N EE VOL E 249 PAGE 15 ZO-300B-20 OF THE REGULA 77ONS OF CONNECT/CUT STA TE AGENCIES -'STANDARDS FOR SURVEYS �� T 1 �1 �3 I - 2" P/NE 30"' P/NE _ _ - - - r AND MAPS /N THE STATE OF CONNECTICU7" PREPARED AND ADOPTED BY THE CONNECT/CUT / a IS' _ _ 520 00' y a '-" =--- r--� - ' - iSMH �- SMH ,' , I �� !r r� ' 1 /N I^ (r8" )1 63(N) 5.2 CHURC .. �SAN/TAR SE1yE� ;ram = - _ = 1 1 "TREE _ r ' ASSOC/A TION OF LAND SURVEYORS INC SEPTEMBER 26, 1996. - = _ ' - - - SIGN � =r- _,= " S MENT - � �" �`_ _ - � � _ NTAL ACCURACY MEETS CLASS A-2 AND VERTICAL ACCURACY MEETS CLASS T-2. \ /,vt! (48 )116.1 � -:_C _ ' �'� SEf N 6 l k _ 1 !NV 1 >.70 _ --\t TF. h41.84 ,' ,' -- . INS! 134.611 / l 1 F/R 1 % N -HORIZONTAL INV SUAfP 115�1� ` t ^� SMH ,' ""' "''� ' -TYPE OF SURVEY /S A RESURVEY AND IS INTENDED TO DEPICT THE LOCH TTON OF PROPERTY LINES ( ) +w�� » , "'- - r .._14 'y ' ' �` 1 , 1 �i N ` - N 79 5 409.3 _ _ ....:,, 4. y5% SHRUB •,� WITH RESPECT TO PROPOSED IMPROVEMENTS. ! G )118 O TF- 125.1> �4 ) TRAFFIC �i V (6')118.55 ♦ S/ , 20" TREE . /' -► .,. ��, 6' SHRUB r„ , 2. SANITARY SEWER EASEMENT /N FAVOR OF THE TOWN OF SOUTH W/NOSOR PER VOL. 330 PG 275 PULL BOX ,'�; i 1 _�' OF THE SOUTH WINDSOR LAND RECORDS. ' �� , EMERGENCY , TF.• 1,- 8 120 ' s/ ® , _ � 1\ , STOP 1 lNV. J. STORM DRAINAGE EASEMENT /N FAVOR OF THE TOWN OF SOUTH WINOSOR PER VOL. 282 PG 237 , "SMH �♦�� SIGN OF THE SOUTH WINDSOR LAND RECORDS �:TF. 122.60 L t -► - , � ' / ♦ � t ♦ \ RCP 7 '` RCP 18 "_RCP 4. PARCEL IS ZONED GD. \ \ 3 t + t 45- ' _-- 5. PARCEL IS IN FLOOD ZONE X - AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN PER FIRM COMMUNITY PANEL NUMBER 090036 0006D MAP REVISED FEBRUARY 23, 2007. MAP REFERENCES., 1. RECONSTRUCT/ON OF BUCKLAND ROAD AS -BUILT - STA7F OF CONNECTICUT, DEPARTMENT OF TRANSPORTATION - PRO% NO. 132-100 SHEET 55A & 58 OF 140 - SCALE 7"_--40" 1991, REV. TO 10-30-95 BY SANDS E. AESCHL/MAN. 2. RESURVEY PROPERTY SURVEY - RESUBDIV/SION MAP PREPARED FOR VILLAGE AT SOUTH W/NDSOR BUCKLAND ROAD SOUTH W/NDSOR, CONNECTICUT - SCALE 1"__ 100' DATE 9-2-98 REV TO 10-20-98 SHEET 4 OF 9 BY DESIGN PROFESSIONALS, /NC. 3. GRAND VIEW TERRACE RESUBDIVISION DEMING STREET & FELT ROAD SOUTH WINDSOR, CT DATE.' ✓AN. 26, 91 REV. 7010-15-91, SCALE 1"--40' SHEET 2 OF 7 PLOT PLAN BY TORRES ENGINEERING, INC. 4. PLOT PLAN - 7 /E NEW CALVARY CHURCH DEMING STREET SOUTH WINDSOR, CONN. APPLICANT CALVARY CHURCH 647 MIDDLE TURNPIKE EAST - MANCHESTER, CONN. 8-21-81 REV. TO c -14-82 1"--40' SHEETS 2, 3 & 4 OF 8 BY FUSS & O'N/ELL. 5. PLOT PLAN, RESURVEY PREPARED FOR.- TERRACE HEIGHTS SUBD/UISION, DEMING STREET & GRANDV/EW TERRACE_, SOUTH WAIDSOR, CONNECTICUT, SHEET 3 OF 6, DATE 01109104, REVISED TO 7-6-04, SCALE 1 INCH = 40 FT., BY DESIGN PROFESSIONALS, INC. 6. PROPERTY TRANSFER MAP, PROPERTY SURVEY/RESURVEY PREPARED FOR. BERRY PATCH A GRANDV/EW TERRACE &DEMING STREET, SOUTH WINDSOR, CONNECT/CUT, SHEET 2 OF 11, DATE 1110410J REVISED TO 4-16-04, SCALE I INCH = 50 FT., BY DESIGN PROFESSIONALS, INC. ' __ TF:130. 60 N40'38'38 W : . - MH + ` TF.• 129.46 IN 126.37(6v) DASH ` '_ TF: 124.48 - /C�, IN (18' )124. 63(N) INV 126. 4O(E) INV.• (SUMP) 725.15 /NV• (18')724.42(E) IN (48')121.40(W) ' 16VTf 12�.3J INV. (48')122.61(SE) t - CL&P /NV (SUMP)120.51 t 1 CCB 28056 TF:125.46 ' OMH IF.- 125. 88 , t ;28 1 128 ' II x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL. EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. REVISIONS TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 12327 3 3-8-07 RENUMBERED SHEETS KMI 2 12-6-06 GENERAL/BUFFER/DEMING ROW KMI 1. 11/13/O6 ADD GATEWAY BUFFER LRG NO. DATE DESCRIPTION BY LAWRENCE R. GEISSLER, JR., L.S. LIC. No. 2792, , .y'q�r�\ tiQ ' l r I r 136135- 140..- 142r _ ~14'1- __- __----w-__-__-___ 1 r` , r� 1 1 ' 62 _ _ _ _____ - '_- ++ SNET SNET 1 ^SNET ` �� ' ` r l 1 _ \ r r 1281 1.282 1283 _14s_ ` - _ - T __♦ �Er ♦` ♦ \ + , tt r1 'S \ ' 1970\FF�1 1/ t r 146 19,S S /NV.• 141, 42� RAP% SNET ♦ V CCB �� { 57 ` ♦ QJ , TF.• 15.E 14' i� � � � a /NV• (18�J751��2' (" NO TES: \ r � �' lNV• (18'�152.89(E 1. THE I XIST/NG BUILDING IS NON CONFORMING TO CURRENT ZONING REGULA TIONS W/TH RESPECT TO THE GA TEWA Y DEVELOPMENT ZONE 15'% BUFFER AND SIDE YARD REQUIREMENTS. SEE TOWN OF SOUTH WINDSOR ZONING REGULATIONS SECTIONS 5.8.6A AND 10.2. 156 / I i / 164 GRAPHIC SCALE 40 0 20 40 80 (INS) 1 inch = 40 ft. Tel. 860.291 • 8755 Fax 860.291 • 8757 IC,r � �J rJ1J ! Ib1J1 � �''J1J =1� civil engineers • planners surveyors landscape architects • gis • gps PO Box 1167, South Windsor, Connecticut 06074 T�POG�APHIC SURVEY DESIGN., I DRAWN.• DUG I CHECKED: LRG JOB Na: 2244 1 DA TF• October 31, 2006 DRAWING NO.: lobs-survev1224412244Srev.dWA PREPARED FOR: SHEET M, argaret Development Compan y F - 2 Bucklnd Road & Dewing Street �l 9 s \ \\ DECORATIVE � // � ' � ' \ \ \ / _ \ WALL ✓ // � � � '� / -� � \ � � % // BOX \. N/F G. WINDSORz S)L L L C 1674 )5AGE 14611-1 kS, INV 82.0 2wo9 t:1R_0P.DUMPSTERS CONCRET AD $77°17'42"E W/FENCE SCREEN S74�5857'E 468.71' % AL) �IR S7628'10�E DECORATIVE WALL iR 7 + _. �. .�...�� .� �.� 27� .. \ 479.05 xl�g' vA.31 �3_ / — — ` A 1� ' 2010 ' �\ 1\ TF/_.xl Xl 10 R. Y. / r--- — — — - C.FNRLIN� �NT�RMJ7TENT WA TER t ��- ... _ ...-------- . _ / \\SMH BOX 1 X �vr' S Y` g X12p,52 _ l ,.+, •` / r� \ \\TF:93.55 \ �1 9 t; 9• I \ N � � � 171 � STONE BERM-•-� ,.••` n 0 Z 98.1 PROPOSED 7 , BACKSTOP RESTAURANT o u 24r �, 4 T LFC j 10 ' �90 SPACES T o—__- oI' J I j >1A�''1 �oeos� o 1 \ ° HOMEPLA TE „+ i TEL. ` S86'11 14 W S03 4 ( r/co,3A PAR EL BO�� Xg3'6� >I f \ ' ' .. -� -REMA,WIN.G.LA - OF -GAL- Y. STATE OF�� W. L�3� Xg� Xg13 .1� Xla 3. PROPOSE o CN R.�S CONNECTICUT •� X s.s5 � 23 .ALL 1Rvacs- CHURCH OF THE SSEMB L DRAINAGE R.O.W. S79. "E IR N (LE" ARROW) OF GOD, MAN ESTER Vol. 675 pg.3 of a�� 31 •""" " PROP 1ftucics- 1 the South Windsor ` �136.9 ��522 R- N `yo ' (MAICHrARROW � � l�-A4Ep CONNECTIC T Land Records �' m / R _ AREA=210 049 Q. FT. R o SURFACE 4. 822 A 2' N86°11'14�'rC `Q, �_G----- „�� v� �''C oR �ti 33. / J. !. p I •v $ U !( (! �+ I, �( l+ �I tOP '•' R%•`•' '�' ( - -- - - JTOCK OC FENCC �/ NO3°48'46"W 32.00\ �� a L� Xl fJ U t( ll 11 !1 U U i 4X4 POST 30.00 E /s 7AI (ijx12.3.53 ARN / ✓ �`� --- \ CONCRE INV.116.0 p SURFAC N \ f (TYP.) 24' I I 12' TRAFFIC PULL o 3 X + BOX , �,5� P RCEL A + \ \ AREA =20/, l00 SQ. FT. a � w _z INV:117.0 0 41 / 208 4.6 7 AC, I - o 24' N p 6 POST \ � \ \ MPM.----ETAIL I h 3' SPLIT RAIL FENCE \ -A iEFr ..,_. _ 10PUUD SQ. FT. I 3Z 9 9' 64 SPACES 6 j • p -- 9 R.25 20' X 80' (TYP.) 3 -7 A I 124• X125 r� \ �\ 1 8.5 PftOPSIGN O INV:118.0 .P. CK m L 4 N EX. 2-STORY • \ { (LEFT ARROW) I C BLDG x111.A2 0 31.33 A \ Iv ti2 X�12g56 7C1 LP. L.P,.` i f .o' 12-0' i LEGEND PROPOSED 4' o p FLOODLIGHTS PA GE I i / CONC. SIDEWALK �' , I I o 0 EXISTING IRON PIN �- ` 12.0 � cn / 8 PROPOSED 1'' t — y ; +♦ IRON PIN TO BE SET \ BANK i N s `� O EXISTING MONUMENT 4,000 SQ. FT. 5 R-15 I//� f a EXISTING [IT] IL11T PCII F TRAFFIC PULL �, \ 11 8 EMPLOYEES' �� , Q ❑ z _ BOX M PROPOSED 4' \ 24 SPACES E-WAY �'J iq 'r - Fn Ix / --------- EXISTING PROPERTY LINE `% CONC. SIDEWALK W Nor EN1ER• �� ® M 24' W / R- r � �"13 5 Q > X1 .gl X13O.22 L.R. FL00 L/GHT�"• TELLER 1 O � ION ,4' �a •\ SURVEY NOTES. \ 06.9 TELLER 2 00 N e W � AVM-3No 1po co 3 1. THIS SURVEY AND MAP HAVE BEEN PREPARED IN ACCORDANCE WITH SEC77ONS 20-300B-1 THRUM 45 �'� RoaosED sccN + L FLAGP E 20-3008-20 OF THE REGULA 77ONS OF CONNECTICUT STA 7F AGENCIES- "STANDARDS FOR SURVEYS �` CL&P \ R' - ATM r M NO LEFT TURN* AND MAPS IN THE STATE OF CONNEC77CUT" PREPARED AND ADOPTED BY THE CONNECT/CUT BY-PASS OP. DUMPSTER E O ASSOCIAT/ON OF LAND SURVEYORS INC. SEPTEMBER 26, 1996. 28057 ON CONC. AD .n -HORIZONTAL ACCURACY MEETS CLASS A - 2 AND V£R77CAL ACCURACY MEETS CLASS T-2. PED w/FENCE SCREE 9 - TYPE' OF SURVEY /S A RESURVEY AND /S INTENDED TO DEPICT THE LOCH 77ON OF PROPERTY LINES /MIT STO ti v O ter---- A% 65' F. Y. MAILBOX o, � j WITH RESPECT TO PROPOSED IMPROVEMENTS. ` IMIT OF STREET EASEMENTS 178 TOTAL. SPACES RE IRED ti�1i _,. •- BUS STOP TREE EASEMENT SEE NOTE ,�3 178 TOTAL SPACES PR DED _ 13 - ""-^- -- �` 2. SANITARY SEWER EASEMENT IN FAVOR OF THE TOWN OF SOUTH WINDSOR PER VOL. 330 PG 275 b ----' '"`-- Q N F CAL VAR Y CHURCH OF TRAFFIC 61 4 IMPERV. COVER: 607. MAX. A OWABLE / OF THE SOUTH WINDSOR LAND RECORDS V 3. STORM DRAINAGE EASEMENT /N FA VOR OF THE TOWN OF SOUTH WINDSOR PER VOL. 282 PG. 237 D FF /ON O BOXTR 00, 59% PROPO D -_ �. M J� + s ® '`�` THE ASSEMBLIES OF G00, OF THE SOUTH WINDSOR LAND RECORDS (SWIi. IND CU - ". y B �. s R-So' CONCRETE �'�. MANCHESTER, CONNECTICUT 4. PARCEL IS ZONED GO. 3,qFy �� ^N73'1955 'W R=2 SURFACE G 5ZQo0L.P'�'N, SEE VOL UME 249 PA GE 15 P R / IN FLOOD ONE X - AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOOOPLA/N - EA SEMEN SEWS \� i17 �1j 5. PARCEL S Z c SIGN EASEMENT -` "-� N Op i PER f/RM COMMUNITY PANEL NUMBER 090036 00060 MAP REVISED FEBRUARY 23, 2001. \ F RE OVER) , ` N "• ' SEE NOTE 2Q \ ry 6. WE7ZANDS DEPICTED ON PLANS WERE FIELD DEL III 7ED BY ✓OHN IANNI OF HIGHLAND SOILS, AND--�--•---� — TRAFFIC SIGN 1280 �\ LOCA7F0 BY DESIGN PROFESSIONALS, INC. _ PULL BOX RELOCATE \ EMERGE CY ' 27� J1, STOP � HYDRANT SIGN 0 MAP REFERENCES,-oTE X OL T 21 92 /Tq Qr� kg . ti;, \ LOCA 1. RECONSTRUCTION OF BUCKLAND ROAD AS-BU/L T - STA7F OF CONNECT/CUT, DEPARTMENT OF 'B - J r'I' 7RANSPORTA TION - PRO% NO. 132-100 SHEET 55A & 58 OF 140 - SCALE 1'=40', 1991, REV. TO ' SPEED E. _ _ _ _ l _ J -, 10-30-95 BY SANDS AESCHLIMAN. 34. 57 / _ -' _ _ N40°,3838 W \ c _ SNET 5 \\\ 2. RESURVEY PROPERTY SURVEY - RESUBDIVISION MAP PREPARED FOR VILLAGE AT SOUTH W/NDSOR \ - " - ��ao 1281 1282 T BUCKLAND ROAD SOUTH W/NDSOR, CONNECT/CUT - SCALE 1"_- 100' DATF 9-2-98 REV TO 10-20-98 - 1283 S \ SHEET 4 OF 9 BY DESIGN PROFESSIONALS, INC.' �' $� �. . / / � ��0, EASEK��NT SCHEDULE � � 970 J. GRAND VIEW TERRACE RES0801WSION DEMING STREET & FELT ROAD SOUTH WINDSOR, CT DA7F- TYPE GRANTOR GRANTEE DATE FILED VOL./PAGE h' \ ~ ✓N. A26, 91 REV. T010-15-91, SCALE 1"--40' SHEET 2 OF 7 PLOT PLAN BY TORRES ENGINEERING \ INC. 2)3 56 eJA STREET TREE EASEMENT N/F CALVARY CHURCH TOWN OF SOUTH WINDSOR r \ � 6\ 4. PLOT PLAN - THE NEW CALVARY CHURCH DEMING STREET SOUTH W/NDSOR, CONN. APPLICANT ' LANE IGN / r M CALVARY CHURCH 647 MIDDLE TURNPIKE EAST - MANCHESTER, CONN LINES o�� B DRAINAGE EASEMENT/RIGHT TO DISCHARGE N/F PARCEL "A" CALVARY CHURCH —PARCEL "6" - \ s7 8-21-81 REV. TO 9-14-82 1"=40 SHEETS 2, 3, & 4 OF 8 BY FUSS & OlVI£LL. � 5. PLOT PLAN, RESURVEY PREPARED FOR: 7FRRACE HEIGHTS SUBDIVISION, DEMING STREET & /� �c 25' ACCESS/UTILITY EASEMENT CALVARY CHURCH —PARCEL "B" PARCEL "A" �� \ GRANDVIEW TERRACE, SOU7N WINDSOR, CONNEC77CUT, SHEET 3 OF 6, DATE 01109104, REVISED TO EX. SMH 7-6-04, SCALE i INCH = 40 FT, BY DESIGN PROFESSIONALS, ING: \ � v DRAINAGE EASEMENT/RIGHT TO DISCHARGE N/F PARCEL "A" CALVARY CHURCH —PARCEL "B" �` yPy� \ �• �` \ � \ � INVA56.93 6. PROPERTY TRANSFER MAP, PROPERTY SURVEY/RESURVEY PREPARED FOR.• BERRY PATCH A� � � � \ \ \ \ GRAND VIEW TERRACE & DEMING STREET, SOUTH WINDSOR, CONNECT/CUT, SHEET 2 OF 11, DA7F \ �E 15' ACCESS EASEMENT N/F PARCEL "A" CALVARY CHURCH —PARCEL B 11/04/03 REVISED TO 4-16-04, SCALE 1 INCH = 50 FT., 8Y DESIGN PROFESSIONALS, INC. O SIDEWALK EASEMENT N/F PARCEL "A" THE TOWN OF SOUTH WINDSOR O SIDEWALK EASEMENT N/F PARCEL "B" THE TOWN OF SOUTH WINDSOR II x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS Tel. 860.291 8755 PREPARED FOR: SHEET LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. Fax 860.291 • 8757 INFORMATION, ALL EXISTING UTILITIES SHOULD GRAPHIC SCALE MOT FILM DEMING PLAZA, LL BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 40 0 20 40 80 !1 *J�1 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 3-8-07 TOWN COMMENTS KMI mals BY A LICENSED LAND SURVEYOR PRIOR TO 2 12-14-06 GENERAL-PARCELB KMI { IN FEET) DESIGN. DRAWN.•KM/ CHECKED. KMl/LRG BuQ,kland Road & Demniml Street CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 11-13-06 12327 i inch 40 ft. GENERAL/DET.BASIN/PZC SUBMIT KMI civil engineers • planners •surveyors = landscape architects gis gps SOB NO.: 2244 DATE• October 31, 2006 9 IMPRESSION SEAL AND ORIGINAL SIGNATURE LAWRENCE R. GEISSLER, JR., L.S. LIC. No. 425 Sullivan Avenue, South Windsor, Connecticut 06074 SOUTH �YIINDSOR, �CONNEC IC UT OF 'rHE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY DRAWING NO.: 2244_3-4_PLOT— TOPO. dw DECORATIVE \ \1 WALL \ \\ ELECTRIC \\ BOX ,j LEGEND \ N� \\\\ DECORATIVE WALL IR — S �,� ��2 _ -- -�2 _.,.��_ 1�._»��'�� -13 14 ■ IRON PIN TO BE SET \ \\ t TEL. EXISTING IRON PIN °�` \\SMH \ I BOX ■ MONUMENT TO BE SET 1, \ \�TF-93.55 \ O EXISTING MONUMENT \\ _ -e- EXISTING UTILITY POLE `� PROPOSED UTILITY POLE \\ ` =ffl = = EXISTING CATCH BASIN AND PIPE \ \\ I `r PROPOSED CATCH BASIN AND PIPE `\\ T FF/C PROPOSED STORM MANHOLE \ _ , L 80, EXISTING SANITARY MANHOLE AND PIPE TEL. ---0�— PROPOSED SANITARY MANHOLE AND PIPE BOX PROPOSED WATER MAIN AND HYDRANT EXISTING WATER MAIN AND HYDRANT FOUNDATION DRAIN/ROOF LEADER \\ IM1 -- S SANITARY LATERAL -- w WATER LATERAL r r ❑ DUMPSTER PAD --3�0--- EXISTING CONTOUR [� PROPOSED CONTOUR \\ X'61.95 EXISTING SPOT GRADE G1.95 PROPOSED SPOT GRADE \\ 47-- SURFACE DRAINAGE FLOW DIRECTION poi PROPOSED RETAINING WALL EXISTING TREELINE PROPOSED TREELINE TP TEST PIT LOCATION AND NO. PROPOSED PROPERTY LINE EXISTING PROPERTY LINE -- — -- — PROPOSED EASEMENT BOUNDARY REGULATED AREA • - - INLAND WETLANDS SILT FENCE SURVEY NOTES.' 1. THIS SURVEY AND MAP HAVE BEEN PREPARED /N ACCORDANCE WITH SECTIONS 20-300B-1 7HRU 20-300B-20 OF THE REGULA77ONS OF CONNECTICUT STATE AGENCIES —"STANDARDS FOR SURVEYS AND MAPS /N THE STATE OF CONNEC77CUT" PREPARED AND ADOPTED BY THE CONNECTICUT ASSOCIA T/ON OF LAND SURVEYORS INC. SEPTEMBER 26, 1996. —HORIZONTAL ACCURACY MEETS CLASS A — 2 AND VER77CAL ACCURACY MEETS CLASS T-2. — TYPE OF SURVEY IS A RESURVEY AND IS INTENDED TO DEPICT 7HE LOCA 7701V OF PROPERTY LINES WITH RESPECT TO PROPOSED IMPROVEMENTS. 2. SANITARY SEWER EASEMENT /N FAVOR OF THE TOWN OF SOUTH WINDSOR PER VOL. 330 PG. 275 OF THE SOUTH WINDSOR LAND RECORDS. J. STORM DRAINAGE EASEMENT /N FAVOR OF 7HE TOWN OF SOUTH WINDSOR PER VOL. 282 PG. 237 OF THE SOUTH WINDSOR LAND RECORDS 4. PARCEL IS ZONED GD. 5. PARCEL IS IN FLOOD ZONE X — AREAS DETERMINED TO BE OUTSIDE 500—YEAR FLOOOPLAIN — PER FIRM COMMUNITY PANEL NUMBER 090036 0006D MAP REVISED FEBRUARY 23, 2001. 6. WETLANDS DEPICTED ON PLANS WERE FIELD DELINEATED BY JOHN MA(N/ OF HIGHLAND SOILS, AND LOCATED BY DESIGN PROFESSIONALS, INC. MAP REFERENCES: 1. RECONSTRUCT/ON OF BUCKLAND ROAD AS —BUILT — STATE OF CONNECTICUT,, DEPARTMENT OF TRANSPORTATION — PROJ. NO. 132-100 SHEET 55A & 58 OF 140 — SCALE 1"'=40" 1991, REV. TO 10-30-95 BY SANDS E. AESCHL/MAN. 2. RESURVEY PROPERTY SURVEY — RESUBD/V/S/ON MAP PREPARED FOR VILLAGE AT SOUTH WINDSOR BUCKLAND ROAD SOUTH W/NOSOR, CONNECTICUT — SCALE 1 =100' DATE" 9-2-98 REV TO 10-20-98 SHEET 4 OF 9 BY DESIGN PROFESSIONALS, INC. 3. GRAND VIEW TERRACE RESUBDIVISION DEMING STREET & FELT ROAD SOUTH WINDSOR, CT DATE.' JANN, 26, 91 REV. T010-15-91, SCALE 1"---40' SHEET 2 OF 7 PLOT PLAN BY TORRES ENGINEERING, INC. 4. PLOT PLAN — THE NEW CAL VARY CHURCH DEMING STREET SOUTH WINOSOR, CONN. APPLICANT CAL VARY CHURCH 647 MIDDLE TURNPIKE EAST — MANCHESTER, CONN. 8-21-81 REV. TO 9-14-82 1"--40' SHEETS 2, 3, & 4 OF 8 BY FUSS & O'NIELL. 5. PLOT PLAN, RESURVEY PREPARED FOR.- TERRACE HEIGHTS SUED/VISION, DEMING STREET & GRAND VIEW TERRACE, SOUTH WINDSOR, CONNEC77CUT, SHEET 3 OF 6, DATE 01109104, REVISED TO 7-6-04, SCALE 1 INCH = 40 FT., BY DESIGN PROFESSIONALS, INC. 6. PROPERTY TRANSFER MAP, PROPERTY SURVEY/RESURVEY PREPARED FOR - BERRY PATCH A GRANOV/EW TERRACE &DEMING STREET, SOUTH WINDSOR, CONNECT/CUT, SHEET 2 OF 11, DA 7E 11104103 REVISED TO 4-16-04, SCALE 1 INCH = 50 FT., BY DESIGN PROFESSIONALS, INC. Ii x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. 6 I 3-08-07 PER TOWN COMMENTS REVISIONS 5 1-29-07 PER TOWN COMMENTS N0. 12-15-06 12-14-06 11-28-06 11-13-06 DATE TRAFFIC PULL BOX KMI KMI KMI KMI KMI KMI BY o \- \ � »$— . , —Its- IMIT BUS STOP tTRAfF LOi TRAFFIC PULL BOX EMERGEIV� 1� \ STOP / ® , S SIGN — v 1 FOR BOUNDARY AND TOPOGRAPHIC INFORMATION SEE SHEETS 2 AND 3. FOR DEMING STREET WIDENING INFORMATION SEE SHEETS 6 AND 7. GRAPHIC SCALE 40 D 20 40 s0 ( IN FEET ) i inch = 40 & Tel. 860.291.8755 Fax 860.291.8757 r�, f r,JIJjI civil engineers • planners surveyors landscape architects • gis • gps 425 Sullivan Avenue, South Windsor, Connecticut 06074 BARN --------------- r :HTS Il , of , I12.0001 I I 36.3' t Jj — I ` J/ / ' r M 'AL009L HT , P LAGP / LANAREAi0ED R LOCATEqE ��RELOCATE �d,T1L''PZ5[l T©F'OC�APHIC PLAN DESIGN: KY1 I DRAWN.• KM/ I CHECKED: KM/ ✓oB No.: 2244 DATE.October 31, 2006 DRAWING NO.: 2244_3-4_PL0T- TOPO. dwQ PREPARED FOR: DEMING PLAZA, LLC Bucklandl Road& Deming Sorest SOUTH WUNDSOR, tCONMICTRCUT uj G� SHEET 0 9 1\ .` DECORATIVE � \ \\ WALL / p i i 0 / � \ \ INV 82.0 0 j�NV�tekNp�tj17:1pk.35 \ rN \\ \\ DECORATIVE WALL IR S M H I BOX pOMN'2 tt t03•a?� M \ \TF:93.55 0A tag— `\ �1 \ \ r T FFIC L BOX r LEGEND BOX ` \, 0 H IRON PIN TO BE SET got -�� l\' EXISTING IRON PIN MONUMENT TO BE SET \\ � EXISTING MONUMENT -e- EXISTING UTILITY POLE � PROPOSED UTILITY POLE IM1 EXISTING CATCH BASIN AND PIPE PROPOSED CATCH BASIN AND PIPE PROPOSED STORM MANHOLE f �\\ S _ = EXISTING SANITARY MANHOLE AND PIPE .— \\ /_1� PROPOSED SANITARY MANHOLE AND PIPE '1 ,k �o PROPOSED WATER MAIN AND HYDRANT EXISTING WATER MAIN AND HYDRANT FOUNDATION DRAIN/ROOF LEADER S SANITARY LATERAL w WATER LATERAL El DUMPSTER PAD —a30— EXISTING CONTOUR PROPOSED CONTOUR X61.95 EXISTING SPOT GRADE �r61.95 PROPOSED SPOT GRADE <__ SURFACE DRAINAGE FLOW DIRECTION PROPOSED RETAINING WALL EXISTING TREELINE PROPOSED TREELINE TP TEST PIT LOCATION AND NO. PROPOSED PROPERTY LINE -- EXISTING PROPERTY LINE -- PROPOSED EASEMENT BOUNDARY REGULATED AREA • INLAND WETLANDS SILT FENCE SURVEY MOTES- 1. THIS SURVEY AND MAP HA VE BEEN PREPARED /N ACCORDANCE WITH SECTIONS 20-300B-1 7HRU 20-3009-20 OF THE REGULA77ONS OF CONNECTICUT STATE AGENCIES —'STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNEC77CUT" PREPARED AND ADOPTED BY THE CONNECT/CUT ASSOCIA TION OF LAND SURVEYORS INC. SEPTEMBER 26, 1996. —HORIZONTAL ACCURACY MEETS CLASS A-2 AND VER77CAL ACCURACY MEETS CLASS T-2. —TYPE OF SURVEY IS A RESURVEY AND IS INTENDED TO DEPICT THE LOCATION OF PROPERTY LINES WITH RESPECT TO PROPOSED IMPROVEMENTS 2. SAN/7ARY SEWER EASEMENT /N FAVOR OF THE TOWN OF SOUTH WINDSOR PER VOL. 330 PG. 275 OF THE SOUTH WINDSOR LAND RECORDS. 3. STORM DRAINAGE EASEMENT IN FAVOR OF THE TOWN OF SOUTH WINDSOR PER VOL. 282 PG. 237 OF THE SOUTH WINDSOR LAND RECORDS 4. PARCEL IS ZONED GO. 5. PARCEL /S /N FLOOD ZONE X — AREAS DETERMINED TO BE OUTSIDE 500—YEAR FLOODPLAIN — PER F/RIA COMMUNITY PANEL NUMBER 090036 0006D MAP REVISED FEBRUARY 23, 2001. 6. WE7LANDS DEPICTED ON PLANS WERE FIELD DEL/NEA TED BY JOHN /ANNI OF HIGHLAND SOILS, AND LOCATEL' BY DESIGN PROFESSIONALS, INC. MAP REFERENCES: 1. RECONSTRUCTION OF BUCKLAND ROAD AS —BOIL T — STA 7F OF CONNECiICUT, DEPARTMENT OF TRANSPORTA T/ON — PROJ. NO. 132-100 SHEET 55A & 58 OF 140 — SCALE 1"_-40', 1991, REV. TO 10-30-95 BY SANDS E AESCHLIMAN. 2. RESURVEY PROPERTY SURVEY — RESUBDI14SION MAP PREPARED FOR VILLAGE AT SOUTH WINDSOR BUCKLAND ROAD SOUTH W/NDSOR, CONNECTICUT — SCALE 1 "=100' DATF 9-2-98 REV TO 10-20-98 SHEET 4 OF 9 BY DESIGN PROFESSIONALS, INC. 3. GRAND VIEW TERRACE RESUBD/VISION DEMING STREET & FEL T ROAD SOUTH W/NDSOR, CT DA TE.- JAN, 26, 91 REV. 7010-15-91, SCALE 1'=40' SHEET 2 OF 7 PLOT PLAN BY TORRES ENGINEERING INC. 4. PLOT PLAN — THE NEW CALVARY CHURCH DEMING STREET SOUTH WINOSOR, CONN. APPLICANT CAL VARY CHURCH 647 MIDDLE TURNPIKE EAST — MANCHESTER, CONN. 8-21-81 REV. TO 9-14-82 1'=40' SHEETS 2, 3, & 4 OF 8 BY FUSS & OiV/ELL. 5. PLOT PLAN, RESURVEY PREPARED FOR.- TERRACE HEIGHTS SUBDIVISION, DEMING STREET & GRANOVIEW TERRACE, SOUTH WINDSOR, CONNEC17CUT, SHEET 3 OF 6, DATE 01109104, REVISED TO 7-6-04, SCALE I INCH = 40 FT., BY DESIGN PROFESSIONALS, INC. 6. PROPERTY TRANSFER MAP, PROPERTY SURVEY/RESURVEY PREPARED FOR-. BERRY PATCH GRANOVIEW TERRACE & DEMING STREET, SOUTH WINDSOR, CONNECTICUT,, SHEET 2 OF 11, DATE 11104103 REVISED TO 4-16-04, SCALE 1 INCH = 50 FT., BY DES/ON PROFESSIONALS, INC. n x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. I DATE REVISIONS DESCRIPTION TRAFFIC PULL o1 BOX ttk - ' O \\ \t /U/T` \\ �� BUS STOP Ago `r t \\ I TRAFFIC PULL BOX EMERGENG��' ' f STOP ` SIGN 1 r / FOR BOUNDARY AND TOPOGRAPHIC INFORMATION SEE SHEETS 2 AND 3. FOR DEMING STREET WIDENING INFORMATION SEE SHEETS 6 AND 7. GRAPHIC SCALE 40 0 20 40 80 (IN FEET > 1 inch = 40 ft 4 � i Tel. 860.291 • 8755 Fax 860.291.8757 civil engineers • planners surveyors landscape architects • gis gps 4'25 Sullivan Avenue, South Windsor, Connecticut 06074 BA NVG BARN / / / r• .._..ram ./ >HTS ' C�`1 lD N ' r • ` 12.0 rA L1- L.P.' ' Jtop/ M I I r t I / ,�&LOODL HTS P LAGP / LANDSCAPED AREA1 L0t r N r r r / r I \\r�� R COCA RR t s9 H�RELOCATE UTILITIES PLAN DESIGN: KM/ I DRAWN.• KM/ I CHECKED: KMI JOB NO.: 2244 IDA TE March 8, 2007 DRAWING NO.: 2244_3-4_PL0T— TOPO. dwq i PREPARED FOR: SHEET DEMING PLAZA, LLC 5 Buckllandl Road & Demnng Street 9 SOUTH WUNDSORs, CONK ECTUCUT NOTES 1. THICKNESS OF ALL LAYERS SHALL BE MEASURED AFTER COMPACTION. 2. BITUMINOUS CONCRETE LAYERS SHALL BE COMPACTED TO 95 �W 3. PREMIXED BASE MAY BE REQUIRED IN SUBS71TUTIDN OF ROLLED GRAVEL BASE WHERE THE EXISTING PAVEMENT THICKNESS -\ EXCEEDS THREE INCHES UP TO THE THICKNESS OF EXISTING PAVEMENT ENCOUNTERED, BUT NOT TO EXCEED SIX INCHES, OR WHEN PREMIXED, BASE IS OTHERWISE ORDERED IN SUBSTITUTION OF ROLLED GRAVEL BASE BY THE STATE. 4. ALL EDGES SHALL BE CUT TO STRAIGHT LINES AND SQUARE CORNERS AND SHALL BE PAINTED WITH APPROPRIATE ASPHALTIC , MATERIALS. ' \ 5. EXISTING EASTBOUND AND WESTBOUND SHOULDER PAVEMENT WITHIN WIDENING LIMITS SHALL BE REMOVED AND BASE UPGRADED TO PROVIDE PROPER SUPPORT FOR THE NEW PAVEMENT AND RECONSTRUCT THE WIDTHS AS DEPICTED ON PLANS. 6. THE CRDSS SLOPE OF THE WIDENED AREA SHALL BE NEGATIVE CONFORMING TO THE EXISTING CROSS SLOPE OF THE EXISTING - ---- -- -.- ..._-.... ........... 'IV 0%. 11 PAVEMENT SUCH THAT THE.THE.OLJiS1Dt tint Ur ME mutmrvu SriniL xKvc na n rccv,xv vuc LINE. 7. CURBING SHALL BE INSTALLED ALONG THE REVISED GUTTER LINE AS DIRECTED BY THE BUREAU OF HIGHWAYS. B. ALL DRIVEWAYS SHALL BE GRADED TO A SPECIFIED GUTTER GRADE AND RAMPED UPWARD AT A RATE NOT TO EXCEED 1'/FT. IN THE FIRST 6'. , (U PR osEO srcN ry •Y-'TRACTOR TRkm , NO LEFT TURN' TRAFFIC OOP /'CONTROL (SVIN. BEHIND CURB) 9. THE REMOVAL OF ALL LEDGE, OUTCROPPINGS, BOULDERS, TREES, AND/OR THE FLATTENING OUT OF SIDE SLOPES SHALL BE PERFORMED SO AS TO AFFORD MAXIMUM SIGHTUNE AS DETERMINED BY THE STATE. \ B �+ \ Q - 4.= - _ 11 / L- S C i ^� NOTES: A �- NOL w S7742'22TE 1. ALL SIGNS, MAILBOXES, ETC. SHALL BE RELOCATED AS REQUIRED. B i SAW CUT AND SEAL JOINT WITH TACK C T M 04. \ Zj �' 07 2' (COMPACTED) CLASS 2 OR CLASS I B M DUS CONCRETE SURFACE COURSE (OR _ rxrcTrNr, MATCH EXISTING, IF GREATER) M 04 / MATCH EXISTING, IF GREATER) 6' (COMPACTED) PROCESSED TRAPROCK BASE. M 05.01 mnuonr'rcn� DDne r"rn no,&v •I wu,•u-na., �a,r , ,.�.,��,...., _ UBASE OVER COMPACTED SUBGRADE (TRENCH BACK FILL) M.02- GRADE, B (OR PROCESSED TRAPROCK) -12 MIN• TRENCH MN. NOTES WIDTH 1, ALL SAW CUT AND SEALED JOINTS TO VARIES BE EITHER PARALLEL WITH, OR PERPEN- DICULAR TO, THE CENTERLINE OF TYPICAL THE PIPE, (TRENCH 2. ALL MATERIALS ARE TO MEET SECTION FORM 816, AS AMENDED PERMANENT PAVEMENT SEC T lUN PATCHING DETAIL NOT TO SCALE ALL WORK WITHIN THE STATE R.O.W. SHALL MEET THE CURRENT STATE OF CONNECTICUT DEPARTMENT OF TRANSPORTATION SPECIFICATIONS, INCLUDING, BUT NOT LIMITED TO THE FOLLOWING: TRENCH BACKFIWNG: SHALL BE PLACED IN SIX-INCH (6") LAYERS AND COMPACTED BEFORE SUCCEEDING LAYERS ARE PLACED OR, IT SHALL BE PLACED IN SUCH LAYERS AND COMPACTED BY SUCH OTHER MEANS AS ARE APPROVED BY THE STATE INCLUDING THE USE OF A SUITABLE HOEPAC MACHINE OR BY JETTING. IN ALL CASES 909 COMPACTION SHALL BE ACHIEVED THROUGHOUT THE TRENCH AREA. EXCAVATIONS IN OFF -PAVEMENT AREAS ARE TO BE PROPERLY BACKFILLED TO SUBRADE LEVEL AND WHERE APPLICABLE, TOPPED WITH FOUR INCHES OF LOAM AND EITHER SODDED OR SEEDED. GROWTH MUST BE ESTABLISHED IN GRASSED AREAS BEFORE CANCELLATION OF THE PERMIT. SIDEWALKS DISTURBED BY CONSTRUCTION SHALL BE REPLACED TO PROPER LINE AND GRADE AND SHALL CONFORM TO LOCAL TOWN REQUIREMENTS. TIGHT SHEETING SHALL BE USED TO PROTECT THE HIGHWAY WHEN AND AS DIRECTED BY THE STATE DEPARTMENT OF TRANSPORTATION REPRESENTATIVE. ALL OR PORTIONS OF THE SHEETING SHALL BE DRAWN OR REMAIN IN PLACE AS DIRECTED. BITUMINOUS PAVEMENT: SHALL CONSIST OF TEN INCHES (10'), MEASURED AFTER COMPACTION, OF SUBBASE, UPON WHICH SHALL BE PLACED NOT LESS THAN SIX INCHES (6"), MEASURED AFTER COMPACTION; OF ROLLED GRAVEL BASE, UPON WHICH SHALL BE PLACED THREE INCHES (3"), MEASURED AFTER COMPACTION, OF TWO -COURSE BITUMINOUS CONCRETE, COMPACTED TO 95% DENSITY. (PREMIXED BASE MAY BE REQUIRED IN SUBSTITUTION OR ROLLED GRAVEL BASE WHERE THE EXISTING PAVEMENT THICKNESS EXCEEDS THREE INCHES UP TO THE THICKNESS OF EXISTING PAVEMENT ENCOUNTERED, BUT NOT TO EXCEED SIX INCHES, OR WHEN PREMIXED BASE IS OTHERWISE ORDERED IN SUBSTITUTION OF ROLLED GRAVEL BASE BY THE STATE.) ALL PAVEMENT SHALL BE CUT TO STRAIGHT LINES AND SQUARE CORNERS AND SHALL BE PAINTED WITH APPROPRIATE ASPHALTIC MATERIALS. AFTER THE FINAL PAVEMENT HAS BEEN PLACED AND COMPACTED, THE JOINTS SHALL BE SEALED WITH 85/100 ASPHALT OR AN APPROVED SUBSTITUTE. MILL REMOVE) 1 1/2" OF PAVEMENT AND INSTALL g 2 OVERLAY WITHIN LIMITS OF PAVEMENT p MILL REMOVE 2- OF PAVEMENT AND INSTALL OVERLAY. PAVEMENT OVERLAY TO BE UYLKLAr WIIHIN UMI1Z, Ur PAVEMENT OVERLAY. PAVEMENT OVERLAY TO BE CLASS II. 60 cwsS 11. SOUTH LANE zo w NORTH LANE 0 9 z= C El S& o B a W p, �I 05 QI 5AWUV I KVAV ANU KtMUVt nA,a i anvuwcr% j PROVIDE 6' ROAD WIDENING (3' BEYOND EDGE 2 ROAD WIDENING AND NEW OF EXIST. SHOULDER). SEE ROAD WIDENING DETAIL 3' SHOULDER (SEE ROAD WIDENING DETAIL). TOTAL WIDENING 2' BEYOND EDGEFULL WIDTH PAVEMENT WIDENING DETAIL OF EXIST. SHOULDER AT DEMING PLAZA ENTRANCE PAVEMENT TO BE STRIPED ON NORTH SIDE (WESTBOUND) WITH 11' LANE WIDTH do 2- SHOULDER PAVEMENT TO BE STRIPED ON SOUTH SIDE (EASTBOUND) WITH (2) 11' WADE LANES AND 2• SHOULDER FULL WIDTH DETAIL TO BE USED WITHIN LIMITS OF FULL WIDTH PAVEMENT WIDENING. IN TAPER AREAS, 11' LANE WIDTH AND 2' SHOULDER WIDTH TO BE MAINTAINED FOR SOUTH SIDE OF ROAD AND 11' LANE WIDTH TO BE MAINTAINED FOR NORTH SIDE OF ROAD. 11' MIN. BITUM. CURB OR AS DIRECTED BY TOWN _3• 1 1 40' MAJOR COLLECTOR 5' LOCAL & 30' MIN. COLLECTOR MINIMUM FROM CENTERLINE TO BE DEEDED TO TOWN -� EXISTING EDGE OF PAVEMENT SLOPE TO MATCH v p,R\ES X• 1 M P 3• SAW CUT EXISTING PAVEMENT 3 1 /2" BITUMINOUS CONCRETE 6 INCHES BACK PRIOR TO PAVING. MIN. OR MATCH EXISTING SEAL WITH LIQUID BITUMINOUS MATERIAL M.04.01.7 12" MIN. PROCESSED STONE ALL DEPTH MEASUREMENTS REFER OR 6" MIN. STONE: AND 6" GRAVEL TO DEPTH AFTER COMPACTION. OR MATCH EXISTING ALL MATERIALS ARE TO MEET CONN. D.O.T. SPECIFICIATIONS FORM 816 ASA AMENDED IMPROVEMENT TO EXISTING TOWN ROADS NOT TO SCALE n x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALI- EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 3-8-07 PER TOWN COMMENTS; RENUMBER SHEETS IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION / 0 3: _ O L L_ + � t7W0 + .1 154 152 150 148 146 144 142 140 138 136 134 132 130 128 EXISTING CENTERLINE OF TOWN ROAD 126 SYMMETRICAL ABOUT CENTERLINE WHEN DEVELOPMENT TAKES PLACE 124 ON BOTH SIDES OF ROAD. 122 12C 11E 116 DATUM ELEV 115.00 C KMI BY , n _ = O6 + N Lvj � II Q) F- + yl PROPOSED EDGE v OF PAVEMENT tl EXISTING EDGE OF PAVEMENT � � n 3� / =' LANDSCAPED I / AREA' L ---✓ Q; N/F CAL-. VARY CHVRCH OF P THt A S,'EMAIES ,'OF GOD, - _ 1 GN PCB-D4 - STA:-3+65 (18.5'-L) _ ' - MA NCHES TER, CONNECT%CV I TF:135.85 INV(15;'):132:40 l/OL Ul1�E 249 PA GE 15 - "RCP ..�._ .� '` � to , , E HYDRANT , RELOCATE Q I / 737_9755.,E ° `b' UTIU I 10 of 0. M - -- _ - rraa _ p B sls3 RELOCATE L'-L STA:3+65 (18.5'-R) SIGN I ' z TF:135.85 Q \ 4.59 4 - \ Q WINV(15"):131.7 p W M PCB 1-IAAITS OF CLEARING zO O M V) j- STA:5+00 16.58'-R) TO PROVIDE 445' Lv Z Z TF:140.2 SIGHTUNE - - I U Z I=- _ w 3: INV(1 5"): 136.75 <t w �-- Q O O O0 O_ ZO Q U PDMH-D1 /' l STA: 6+15.8 15.77'-R \ \ 0- Z Z z = lit TF:144.95 O D_ W O -•J O � U? INV(15"):141.7t* (n' �� ''• ..� . `� \ \ \' \ EX. SMH Z p H O p *CONTRACTOR TO VERIFY IN ��: „ ^ O UJ w Z (n j FIELD PRIOR TO �� v� INV:15 .9 LU �Ld � Z Ld O Lz ZO aj CONSTRUCTION pry 1` 0 0 I•_ Q \ \ - LL L Nw IV LL 0- O z: 4 Lo W Z �v \ \ F- > � 00 LL pwI Q \ \ \ t1 d �i O m, � ZO - - -- - - -- ---- ----- --- - - - --- ------- --- ---- ---- ---- -- ----- -- -- - - - -- - � �6' EXISTING CCS :1-7- N V: 1 7.11 W _I �F INV: 1 7.42(E) ----- - ---- _J 1�_D - -- - - -- -- - - - -- - --- -gip - -', Cl?CST--- -- --- - D - H - D 1 :5+15. -144.9 5 - -- --- -- -- - --- -- ---- EX LS T G - ----- - -- ---- ---P Sfi - ----- TF: -- - - - - - - -- --- -- - _ - - - I --- --------- p@ �$ - - - CB - D 2 F- 4 0 N V 15" --- ------ - ----- --- -- ------- -- ----- -- �5- 136.7 - - - - --- -- - ---- - -- - - - --- -- -- --- --- - --- gyp- � - -- --- ------ ---- - ------- ----- ---- - - ------ - ----- ------ - --- - - --- -- -- -- - - - --------- -- ----- - ---- -- TF: 135.85 _ - - -- -------- -% - - - - - - - --- -- - -- I N C15 - 1 31.85 - -- - --- - --- -- -- XISTIN -- --- CCB -- - - - --- -- - - - - -- -- TA:1 + NV: 12E.37 NV: 12 3. 74 .40(E) ---_ _CB-D4 NVft��a-132_4 2LF-1 _ RCP©S 2.0% - - --- -- - ---- ---- - C7 J N 00 u7 N CO (6 N t\ N (V O r7 O P7 r 17 N N n M L 7 N d r7 d7 d 00 u7 I') r- i9 r7 Ln r- r� M O0 M O n 00 n O d 00 d Lq N -t ro �4- U mot- L0 d- 00 It O L0 L) L0 d Ln 0+00 0+50 1 +00 1 +50 2+00 2+50 3+00 3+50 4+00 4+5U+uu 3+3u GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) 1 inch = 40 it, Tel. 860.291 • 8755 Fax 860.291 • 8757 _ J rJJ J lJ rJ1 ' I J J civil engineers • planners surveyors landscape architects • gis • gps PO Box 1167, South Windsor, Connecticut 06074 O+UU 0+OU /+UU /+:JU LEGEND 0 EXISTING PIN o EXISTING MONUMENT BITUMINOUS CURB .x PREPARED FOR: SHEET DEMING PLAZA, LL C 6 DESIGN.•KMl DRAWN.•KMl CHECKED. KMl ID Muck ndl Road & Deming Stir et Jog NO.: 2244 DA 1n December- 15, 20 6 9 DRAWING NO.: 2244-wideninc7plon. dwq SOUTH 034 ® ECTnICvT Sedimentation and Erosion Control Plan \\ I 11 Narrative: Introduction: The site is located at the northeast comer of the intersection of Buckiand Road and Derr ing\ / > / l' Street in South Windsor, Connecticut, and contains a total of 4.17 Acres. The site is grassy with grade `Q' // ranging from 4 to 10 % throughout. There are no areas classified as wetlands identified on the site. Wei a`d are�� located off -site to the north providing an area of upland review on site. Proposed Development: The proposed development of the site includes the construction of 16000 sf of retail space, 4500 sf of restaurant space and 4000 sf for bank use. Associated parking lots and a 24' wide access drivewa from Deming Street will also be constructed, along with utility connections. Y 9 9 Y A water quality/detention basin will be constructed at the front of the property to treat the runoff \ \ ` DECORATIVE from the proposed development. For additional details on the storm drainage design, see the Stormwater WALL Management Plan. No wetlands will be disturbed by the construction proposed on the site (approximately 14,600 square feet of \ ` \\� upland review area will be disturbed due to the construction of a storm water quality basin, storm and sanitary ELECTRIC sewer structures, pavement and associated grading activities at the basin outlet.) The major erosion control concern on the project is for the protection of the adjacent property and of the existing wetlands that the site currently drains to from sediment loads resulting from additional pavement runoff. \ Erosion Control fencing is expected to be sufficient to protect the adjacent property from construction activities. The water quality/detention basin will be used as a sediment basin during construction and will serve to detain the runoff before its eventual discharge into the culvert on the adjacent property. The site will be stabilized as \INv 82.0 quickly as feasible during the construction process. \ i Maintenance & Operation Erosion/Sedimentation Control Systems: An extensive erosion/sedimentation control plan has been developed as part of the proposed design. These measures include the following: 1. Installation of silt fence downslope of disturbed areas. \\ 2. Installation of silt fence around stockpiled materials. \\ // S 3. Use of the water quality/detention basin during construction as a sediment basin. \ -1 8 ,,^? _ ._.� - - -�- 4, Seedina and mulchina disturbed areas as soon as practical during construction. \\ \ DECORATIVE WALL IR _�- _\�� »�,� ,2�.C-- 5. Limiting the areas of disturbance during construction \ ;� �, i + ' ` p� I n , 0 F PINE - _�• `i` _ - ' - ` 6. installation of construction entrance pads, and sweeping of rodways as needed. o �� 1 6 o ROW 0 THE 7. Maintenance of the above measures. 2 _ \ r WATER stated area °� I \ . \ ® l2 S , / , = _TCEN RL/NE The Maintenance schedule and requirements for the measures are listed below. The requirements \ \\SMH TR , �NTERM/T�hN!� summary of the requirements per the State Erosion Control Manual. The contractor will be required to meet all \ \ t - requirements of the State Manual. U7F:93.55 - - - " R I 1 m= ,/ Y r , 1 i/ r l / r� O N i RIP -RAP Silt Fence: Inspect a minimum of once per week and within 24 hours of the end of a storm with a rainfall D LINE- 1 � � � � ' / / ' � amount of 0.5 or greater to determine maintenance needs. When used for dewatering operations, inspect \� �!\' \ \ , r / / I / / frequently before, during and after pumping operations. Remove the sediment deposits when sediment reaches �\ ��- - - _ �i r ► / , r - I Ii ROW O P/N� TREES- apprxoimately on half of height of the existing fence. Replace or repair the fence within 24 hours of observed C \ i �r BACKSTOP failure. r\ SEDIMENTATION I g r+ t `r (� / ` Temporary Sediment Basin: Inspect the temporary sediment basin at least once a week and within 24 hours of STRUCTURE r ' I / I �/ , 11 x .. _.__..,.� _ __,_f_.. _-_.._a _e n� ,__� __ ____a-_ a- d-a....... i.... ......dial.... i.. +►.n bast Clnnn 4hw . . noro r/n/C \ the ens OT Q 3LORTf Wlih a ramfau amount or v.0 Ihah or yrnutvr tv untvnhnry tvnuiuv„ ,,, .„o ...�... .. -.• - sediment basin of sediments when seditment accumulation exceeds one half of the wet storage capacity for the t' ' �` ' ,� t ( ' i ; r i U Ur 3' • L!/VL r , Q basin or when the depth of available pool is reduced to 18 inches, whichever is achieved first. Sediment levels �� SEE DETAIL) r / ! I ra shall be marked within the sediment storage areas b stakes or other means showin the threshold elevations for - ss \p2 l r i r ► t / �� ' ��2 ' / - ' ' ' a sediment cleanout. Prior to removal of sediment, dewater basin avoiding discharge of sediment into any , \ RIP -RAP,- _ ; a watercourse. Dis ose of sediment b s readin in an area outside of wetlands and upland review areas. Place r\ , - P Y P 9 I r 1� \ 1� r I ► , I ' , I ' silt fence around the spread sediment, and seed. The erosion/sedimentation control plan is contained within the 0� � - �" design plans and details.0,71 43 � Permanent Maintenance and Operation: The following maintenance operations will be required to ensure the - �= �,, ,� ,' - 11 % ' / r %/ v) / ' \ / / ' 1, - Operation: and efficient operation of the Storm Water Detention Basin System. The following maintenance schedule is \ \\ �5 ' I ' intended to be a minimum guide, and additional inspections and maintenance measures may be required following \ I r r �\ / DRIP L/NE/ / ' / tare storm events that could cause the deposition of excess debris in the system. R SURROUND/ ' I i � / g , \ ' -..." BASIN INLET \ F W/BAR jIER I /� � / /i■ � / .122'3 ,' r Pipe Outlet Locations: The pipe outlets and associated riprap shall be inspected annually and cleaned of silt / �p�y FLOC LD43 and/or debris. The riprap shall be reshaped and replenished as required. 05 r \ / Pavement Sweeping: The parking area shall be swept at a minimum of twice per year. Once to the spring M1 , S / 3 I f ' I r 'I I / o / �' ', 4X4 P06T 7' �//OC DEFENCE II shortly after the end of the snow season, and once in the fall after the leaves have fallen. �� / j. S' tpQ ^ 1 , \ r r .� i c t ' I �/ �_ v v i Outlet Structure: The detention basin outlet shall be inspected annually, and all debris and silt shall be removed. ��..• {� /' - 2 "� .U` �( �/r ' �% I 3 53 / The discharge point from the outlet system shall be inspected also, and all silt and debris shall be removed. The / , \ X12 , ; I ! ' ,� , I'--�-J► '� I riprap at the discharge shall be rearranged and replenished as needed. All silt and debris shall be disposed of at �� % , `/ �' tiw r , / / °'; 6" TRE! a suitable location, �" / , dr �' . / I r / r Water Quality/Detention Basin: The basin shall be inspected twice yearly. All large woody growth that may \.01 I� ❑ -"__a ,.�_ a_... _c ..._a__ or u.. ..a_,.nia....c al.,. 1.....i.. .,w,.0 ti� ..,.......ed T.n e..filwnv ehnll also ha Inspected offer �� .. _ •� \ //0� i 1 II mil' II I! II II _ rl' affect the flow of water or the stVunitr O u,a Imin shun uo ,mhvwv. n,v spillway I all ., lso be Inspected after any flow passes through it. The riprap shall ba rearranged and added to as required to maintain the design asIO , ' / per the design plans. Any erosion or other problems that may affect the proper operation of the basin shall be , ' „ 6 p / I i r 10" THE S» El/ repaired promptly. ,' r �\ �� ,/ /'c I /I 12A f f / ,' ,' r �y �y 14 f � I \ a` '� _� � The project will require Inland Wetlands approval, Planning and Zoning Commission approval, and WPCA approval �02 ` \ /o o ! �� . , ,� X 1A' I X f f I r , \ \ , �� / � / / I l 1 � / r I i ` ' ' � � � Ir��\ 10"' ' E \� ri i " PERGR from the Town of South Windsor, Connecticut prior to construction. I The maintenance of the permanent measures will be the responsibility of the property owners. The contact for �� 1 K f \ / SOIL Y f�� ' ' '/ ` / ' ( I/ 'r I /' // \ \ emergencies during construction would be the applicant (Margaret Development Company) or their designated / / i c- I ' r ' r , contact (such as site general contractor). ,o+ ' r _ _ ` I STOCKPILE i 4" E SEEDING SCHEDULE _= _ ` / (TYP ' r i ALL DISTURBED AREAS NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH A 4" MINIMUM OF TOPSOIL, SEED AS ' / 'ZAN\ II INDICATED BELOW. TOPSOIL WI It11N DETENTION tSAJiry I V BE AMtrvutV 'WITH /\ l.t:r•\r t.vmrvo 1 \av,o v i vvwma_,. ' / � ' / i , ; I ; , 1�. ,� 6" POST i � t I l6" P/NE: �� PINE � � i � % .7 SlYrcvtl / TR t \ ) I 6-" E V RGn CONDITION SOIL WiTH FERTILIZER APPLIED AT THE RATE OF 300 POUNDS PER ACRE OR 7.5 POUNDS PER 1,000 / . ' i I + / ' If / 3' SPLIT RAIL FENS I SQUARE FEET USING 10-10-10 OR EQUIVALENT. IN ADDITION, 300 POUNDS OF 38-0-0 PER ACRE OR EQUIVALENT \ \ ' ' ' / f ' i • ' �� t ' r ; /20" TREF/' - ' I 4 SHRUB ' i // , �, ! 6„ Ek OF SLOW RELEASE NITROGEN MAY BE USED FOR TOPDRESSING. APPLY GROUND LIMESTONE (EQUIVALENT TO 50 / i PERCENT CALCIUM PLUS MAGNESIUM OXIDE) AT THE RATE OF 3 TONS PER ACRE OR 135 POUNDS PER 1000 SQ. \' - - _ _ 7\ \ ' , P ,' ( / �- , 1 - � A i I f \\ , I 8" DOGW000 FT. I PERMANENT VEGETATION COVER ' �� ` ' / , , I \/ t I � I I 6"E R SEEDING DATES: APRIL 1 TO JUNE 1 AND AUGUST 15 TO SEPTEMBER 1 \\ , \��' L.P. " L USE THE FOLLOWING MIXTURE: _ KENTUCKY BLUEGRASS 45% � / ,' ,' c DOGWOODCREEPING RED FESCUE 45% / ''� � \ ` U1./ , / .' 1g`1� X1.3 VN I L.P. I L.P,.� t ti RYEGRASS 10% ..► S i• i , / .� tit X / 17" TREE - _ _ _ = i _ � � � � I 6' PERENNIAL ' _ _ APPLY 1 POUND PER 1,000 SQ. FT. OR 45 POUNDS PER ACRE. WOOD CHIPS SHOULD BE APPLIED AT A RATE OF _ ' -� t 500-900 POUND: PER 1,000 SQ. FT. OR 10-20 TONS PER ACRE. / \� \�` \- rt + / , ,' C I ,/ FLOODLIGHTS TEMPORARY VEGETATIVE COVER \\ i ,I r / �' I ' I // 2 TREE I ♦ .I 1 r SEEDING DATES: MARCH 1 TO JUNE 15 AND AUGUST 1 TO OCTOBER 1 ANNUAL RYEGRASS 100% APPLY ONE POUND PER 1,000 SO. FT. OR 40 POUNDS PER ACRE WITH ANCHORED HAY MULCH AT 2 TONS PER ACRE. '� _ \ \ ' , , / . r / ) / f , ' i \ SEDIM NTA11ON AND EROSION CONTROL NARRATIVE 24"TEE L.P.,' 1. PRIOR TO THE START OF CONSTRUCTION, FILTER FABRIC BARRIERS OR HAYBALES SHALL BE INSTALLED » iN CONFORMANCE WITH "GUIDELINES FOR SOIL EROSION AND SEDIMENTATION CONTROL" AS PUBLISHED BY A 1/ ` - ' ' \ r- I i 18 TREE THE CONNECTICUT COUNCIL FOR SOIL CONSERVATION SERVICE. SUCH MEASURES SHALL BE MAINTAINED IN PLACE ° \\ ��` \�� ,' / \ , " j5" TREE- \ \ \ UNTIL SUITABLE PERMANENT VEGETATION IS ESTABLISHED. �I r \ �/ t ��.' , 22" TREE i I r 2. HAYBALES AS SHOWN TO BE BUTTED TIGHTLY END TO END AND STAKED IN PLACE USING TWO 2" x 2" x 36" ,,4 �` , , I w , , p RHODOQEND TREE / / WOODEN STAKES PER BALE. `� �'�� ' r D i ► %' ' / %/ / 1 ie I r M 3. HAYBALES TO BE PLACED SO THAT STRING DOES NOT COME IN CONTACT WITH THE GROUND. ~ �\ \ . ' , i gl� 22" T E I ' 4. ALL EROSION CONTROL MEASURES ARE TO BE MAINTAINED OR REPLACED DURING CONSTRUCTION AS NECESSARY. ' I M � / / � / X� � 13p •�� f 8" TREE / L.R. . � ' � �`L OODL T� I � ► 5. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF ALL SEDIMENTATION AND EROSION CONTROL MEASURES J r \ i � / j is oq / + , x t . ' ' ,/ ' ` ' SHOWN ON THESE PLANS. THIS RESPONSIBILITY INCLUDES IMPLEMENTATION AS WELL AS MAINTENANCE. ANY i r I I .' 18,'' TREE PROPOSED CHANGES TO THIS PLAN MUST BE APPROVED BY THE ENGINEER AND OR THE PROPER LOCAL TOWN ..t` Cr \ ` ' �) , ' 16 I , / / �•' \ 1 / / / / ,GIs � AGENCY. a dvm-3 0 ) �- ! FHAYBALJS I _6. ANTI -TRACKING APRON SHALL BE INSPECTED REGULARLY TO ENSURE PROPER OPERATION. STONE TO BE ADDED FLOC LOG NOTES: '\\ R1 ' ' / I ') i ' I I I ` i / 6" TREE J TO OR REPLACED AS REQUIRED, AND CONTRACTOR WILL BE RESPONSIBLE FOR SWEEPING EXISTING ROADS AS 1. FLOC LOGS SHALL BE 700 SERIES FLOC LOGS AS SUPPLIED BY APPL " \ i ~ �' ~ ,/ ,' 1 36" (TREE ► `. ` P. h ; I / REQUIRED. POLYMER SYSTEMS, INC., TEL.#1-678-494-5998 (WWW.SILTSTOP.COM) \\ \ / ` / ' L30 , % 1 7. AREAS TO BE LEFT BARE FOR MORE THAN 15 DAYS SHALL BE TREATED WITH AIR DRIED WOOD SHIP MULCH 2. A SOIL AND WATER SAMPLE SHALL BE TAKEN AND ANALYZED TO DETER NE �� ' , I i ROW OR LANDSCAPED I 'mot OR SEEDED WITH PERENNIAL RYE-GRASS UNTIL FINAL GRADING AND STABILIZATION IS TO TAKE PLACE. TYPE OF FLOC LOG TO USE ON SITE. \\ ' / >� ' I BUTd ' 8. ALL DISTURBED SLOPE AREAS IN EXCESS OF 3:1 SHALL IMMEDIATELY RECEIVE MULCH AND TEMPORARY 3. FLOC LOGS SHALL BE PLACED AS SHOWN ON PLAN, AND IN ACCORDANCE �\ \ ' i ( I 32'" TREE \ N/NG US / AREAI , I SEEDING IN ACCORDANCE WITH THE FOLLOWING RECOMMENDED APPLICATION RATES: WITH MANUFACTURERS RECOMMENDATIONS. ��e " ^ - ' ' \\ _ , , = 2 1 i r� I / I Y MULCH: RATE: \ SiLY FENCING HAY OR STRAW 90# / 1000 S.F. `\ (nP•) TEMPORARY SEEDING: RATE: TP8 ' - - •..� r - I _� { - \ PERENNIAL RYEGRASS 1.0# / 1000 S.F. 0-12" TOPSOIL \ ' t� . r / / �! ! f\ ANTI -TRACKING RON \ VER\- _ 9. CONTRACTOR SHALL PERIODICALLY CLEAN CATCH BASIN SUMPS AS REQUIRED DURING CONSTRUCTION. 12-23" GREY FINE SAND `- V i ACTIVITY. \ \\ I v 20" TR�E .fir _ - - I �� c FILTER FABRICO = \ „rr� '� / , / , SPR 10. AN APPROVED EROSION CONTROL BOND IS REQUIRED BEFORE THE START OF ANY CONSTRUCTION 23-62" RED GRAVELLY SAND TO DECAYED LEDGE \\ / \ ^ 281 TREE Ig"�{ _ �-- - _ \ / / 11. FROZEN MATERIAL SHALL NOT BE USED FOR FILL NOR SHALL FILL BE PLACED OR COMPACTED ON \ - _ _ , 1 ^ UB FROZEN GROUND. DEPTH TO WATER: - �p / � - \f '� _ ,� £i ,�I' �_�'/ L.P,� � ��,� ,/' � `/ n DEPTH TO MOTTLING: 17" �'` \ \ �- ,/"` -�'' - - PINE_ - - - - - / / / ' / I DEPTH TO LEDGE: 62" \\ \ iO , ! C3 , -y / y - / / SOILS TESTING PERFORMED 03-20-06 ROOTS TO: 12" I , = - _ __ _ �-_ - - \ - _ 1 "TREE 1' _ - _ I / I N I BY DESIGN PROFESSIONALS, INC. &\ �� - , / i - � NOTE: SOILS VARY GREATLY THROUGHOUT HOLE t i li - ' y - -- - it -� J&H SLATER CONSTRUCTION \ I ® .4-- 14 " TREE TP9-10 \\ \� .' / _� _ ' 4. SHRUB•, TPt 0-9" TOPSOIL ' / ; \ p7 _ �' 0-9" TOPSOIL 9-19" GREY FINE SAND WITH MOTTLES, SOME SILT i \ \\ o I' / `_ ,' 6' SHRUB�I 9-45' BROWN SILTY SAND TP4-5 19-89" REDDISH SANDY GRAVELLY TILL TO DECAYED LEDGE 0-28" FILL \ R RELOCATE 45-95" COMPACT BROWN SILTY SAND 1'1Q \ � I 6 , I � / 28-51" BROWN SILTY SAND DEPTH TO WATER: - ® S \ \ -`'�~ I �3 33•a 1 1 • UTI , 1 95-101" REDDISH BROWN COMPACT SILTY SAND DEPTH TO MOTTLING: 9" /� _ _ :y----i29 7i I X 1 X %13 ' �3" I 51-67" REDDISH BROWN DECAYED LEDGE - _ DEPTH TO WATER: - VERY COMPACT GRAVELLY SAND DEPTH TO LEDGE: 89"- DEPTH TO MOTTLING: - ROOTS T0: 5" DEPTH TO WATER: - I ,' \ \ \ � _ - - - - - - _ _ , �� /! \ �\ DEPTH TO LEDGE: - - , ROOTS T0: 60" DEPTH TO MOTTLING: - TP11 I �' `' - - - i NOTES: BERMED AREA 0-12" TOPSOIL i �N . �' / \\ \\ \ , _ <� 4 r \ :" � � _ '`° T 4a5T co �L(�i" ~ A �r 11 1.i i DEPTH TO LEDGE: 67" i n+ \vim a A.�� \ ROOTS TO: 32" 12-16" ORANGE -BROWN FINE SiLTY SAND I \ 0 R+■695.� TP2 16-30" GREYISH FINE SAND WITH MOTTLES � _ - � •,,,. ` � ""� 0-6" TOPSOIL TP6 6-12" BROWN FINE SILTY SAND - HIGH SILT CONTENT 0-12" TOPSOIL 30-96" REDDISH GRAVELLY SAND TO DECAYED LEDGE ' ; �� DETAIL OF TEMPORARY SILTATION BASI OUTLET 12-44" VERY COMPACT BROWN FINE SILTY SAND 12-55" LIGHT BROWN FINE SILTY SAND DEPTH TO WATER: - - - - 1 \ 44-55" RED SILTY SAND 55-72" RED GRAVELLY SAND TO DECAYED LEDGE t` I \ I47.2�, t�DEPTH TO MOTTLING: 16" '� TO oc weeoorn u17u 2 LAYERS OF uiRAFI FABRIC a�^bi \ z = 55-96" RED GRAVELLY SAND - SOME SILT DEPTH TO LEDGE: 96" rivlxa .� • •� _ _ , DEPTH TO WATER: - y 1 1 n2s' r DRILLED INTO INDENTS OF PIPE. I \ I i / DEPTH TO WATER: 95" DEPTH TO MOTTLING: 40 ROOTS T0: 12" - - / SIMILIAR MESH. DEPTH TO MOTTLING: - DEPTH TO LEDGE: 72" D x12 5 p DEPTH TO LEDGE: - ROOTS TO: 35" TP72-13 �zz i / LEGEND 8 0-11" TOPSOIL 4 , '��'� \ ` ROOTS TO: 25" TP7 11-22" BROWN SILTY SAND ,2 Q / /� / \ ` 01 22-33" GREYISH VERY FINE SILTY SAND �' �_ LIMIT OF REGULATED WETLANDS 0- 0-12" TOPSOIL 33-49" COMPACT GREYISH VERY FINE SILTY SAND I 'AREA 0-8" TOPSOIL 12-40" GREY VERY FINE SAND WITH ORANGE MOTTLES 49-96" REDDISH GRAVEL TO DECAYED LEDGE 1\ 8-29" BROWN FINE SILTY SAND -HIGH SILT CONTENT 40-69" RED GRAVELLY SAND TO DECAYED LEDGE -LIMIT OF 80 REGULATED UPLAND REV 29-127" COMPACT RED VERY FINE SILTY SAND / DEPTH TO WATER: - DEPTH TO MOTTLING: 22" RED/ORANGE/GREY DEPTH TO WATER: - � r SILT FENCE/HAYBALES DEPTH TO WATER: 120" DEPTH TO MOTTLING: 16" POSSIBLE, 40" DEFINITE DEPTH TO LEDGE 96" ' ~ \ SOILS ' i�ll�ll� 15b DEPTH TO MOTTLING: - DEPTH TO LEDGE: 69" i - .3 8" PEA STONE AROUND DEPTH TO LEDGE: - ROOTS T0: 12" ROOTS TO: 24" ��e A 15' ADS N-12 ROOTS TO: 15" 11 x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS LOCATIONS AS SHOWN, ARE BASSO ON AVAILABLE ALL EXISTING UTILITIES SHOULD THIS PLAN I S FOR SEDIMENTATION A N D GRAPHIC SCALE INFORMATION. BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL ltT1LITIES ARE 70 BE STAKED IN THE FIELD EROSION CONTROL ONLY, AND IS NOT TO sh 4 3-08-07 PER TOWN COMMENTS KMI 3 12-15-06 TYPE I SED. STRUCTURE KMI BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. B E USED FOR UTILITIES CONSTRUCTION. � FEET ) 1 inch = 40 ft civil engineers • cis landscape architects 2 12-14-06 GENERAL KMI PZC KMI 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 11-t3-O6 GENERAL/DET.BASIN/SUBMIT IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. 425 Sullivan Avenue, South Windsor, NO. DATE 77 DESCRI ON BY CONNECT TO OUP -ET STRUCTURETel. 860-291-8755 / t�U�Y11JV A SECI1M1L��•UV U A PREPARED FOR: SHEET Fox 860.291 • 8757 MO TM CO► MOLD, PLM DEMING PLAZA, LLC 8 surveyors DESIGN. KM/ DRAWN.• KMI CHECKED.KMl IDuckland1 Road & DemmnMLS Street gps JoB NO.: 2244 IDATE.• October 31, 2006 9 necticut 06074 DRAWING NO.: 2244_5-ES dw(7 SOUTH WIIIWOR, C®NMCTIICUT 011 24' MIN I1ao 0 as 1'O[713O 6" CT D.O.T. 2" STONE TO BE PLACED D O Ell 0 000aao OVER FILTER FABRIC MATERIAL Z aaopoo p NOTE: 17 El 0i] C] SEE GRADING AND UTILITY In E3 O 13 131334 SHEET FOR PAVEMENT WIDTHS oola oa aoo 00 aoo as oaa 313o EDGE GE rP AVEM E1'1T CUUG VI' F'F\VCM CIV 1 THRU-STREET ANTI -TRACKING APRON N.T.S. 18'_W TYPICAL ON -GRADE PARKING SPACE N.T.S. 9" PAVEMENT HANDICAP PARKING SYMBOL N.T.S. CROSS-COUNTRY TOPSOIL & SOD OR LAW / STREETS / SEED--~ PAVED AREAS NATIVE BACKFILL 4 SHALL NOT CONTAIN ASHES, �_. a`° °. ' s. CINDERS. SHELL, FROZEN MATERIAL, LOOSE DEBRIS OR STONES LARGER THAN t IN MAXIMUM DIMENSION D" CAUTION TAPE �•-•- ° SCREENED SAND ttMII N. � '`•' CABLE, AS SPECIflEO O NOTE: COORDINATE MATH 6' MIN. ELECTRICAL DRAVANGS. ELECTRICAL TRENCH N.T.S. GUTTER LINE B,-n" i'-n" MIN FT'-O 8'-O'AISLE HANDICAP ACCESSIBLE 18'-0" WIDTH 8!-0".-----I AISLE HANDICAP .7PARKING PARKING SYMBOL SPACE 4' WIDE PAINTED LINE (TYP.) 18'-O• 4" WIDE PAINTED LINES O 18. O.C. 45'ANG. PRECAST CONCRETE WHEEL STOP EDGE OF �- ASPHALTIC CONCRETE t-O HANDICAPPED SIGNS TYPE 'A' do 'B' REFERENCE \ 1 1 ! CENTER ON SPACE 8' CONCRETE WALK W/BROOM FINISH \I I/ VAN ACCESSIBLE PARKING STALL N.T.S. 12 SIGN 'A' ril WHITE TEXT AND BORDERS HANDICAPPED PARKING BLUE EDGE OF ASPHALTIC BACKGROUND CONCRETE PAVING OR STATE PERMIT CURB LINE REQUIRED VIOLATORS 4" WHITE WILL BE FINED SIGN 'B' PAINT UNE (TYP.) ASPHALTIC NOTES: CONCRETE -SIGNS SHALL BE 18 GAUGE ?AVING FLAT SCREENED ALUMINUM DESIGNED FOR LONG TERM EWALK CURB SECTION CONC. PEDESTRIAN CURB RAMP -TYPE 2 N.T.S. n x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 3-8-07 BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 2 12-14-06 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 11-13-06 IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE VAN ACCESSIBLE OUTDOOR USE AND MOUNTED ON U-CHANNEL POSTS, BLACK PAINTED STEEL POST, MOUNTED AT PROPER HEIGHT_ ADA PARKING SIGNAGE PER STATE REGULATIONS -SIGNAGE SHALL BE STATE OF CONNECTICUT CODE COMPLIANT ACCESSIBLE PARKING SIGNS N.T.S. ADA VAN ACCESSIBLE ADA PARKING SIGNAGE -� MODEL DA-3 AS MANUFACTURED SIGN 'A' BY TAPCO OR ` ALUMINUM PANEL SIGN APPROVED EQUAL SIGN 'B' FINISHED GRADE 12"x6" x¢ 2" U CHANNEL POST VAN ACCESSIBLE' COLOR: BLACK ADA SIGNAGE MODEL DA-24 AS MANUFACTURED I 1/2" EXPANSION JOINT BY TOR APPROVED EQUAL z CONCRETE WALK OR PAVEMENT REVISIONS PER TOWN COMMENTS GENERAL DET. BASIN OUTLET DESCRIPTION 12" SQ. CONCRETE <v FOUNDATION COMPACTED SUBGRADE ACCESSIBLE SIGN POSTS N.T.S. n.» PLAI SECTION X-X 18" MODIFIED RIP 3" 1BRIC 40N O.A.E.) A B C D E F G H WT RIP -RAP IN TONS 12' 9' 3' 1' 1' 5' 1' 3' 12 SETTLING BASIN/ENERGY DISSIPATOR KMI KMI KMI BY N.T.S. STRAW BALE 1. EXCAVATE A TRENCH 4' DEEP AND THE WIDTH OF A 2. PLACE AND STAKE STRAW STRAW BALE. S BALES; TWO STAKES PER BALE. Ii15 i BINDING HIRE OR TWINE STAKE n PACKED STRAW O PLAN VIEW COMPACTED BACKFILL 4. SACKFILL AND COMPACT 3. WEDGE LOOSE STRAW I I THE EXCAVATED SOIL AS BETWEEN BALES TO CREATE 1 I 'I I S II SHOWN ON THE UPHILL SIDE A CONTINUOUS BARRIER. I I II I S II VENOF TiPiPINGRIER TO PRE - "> Iip1l4.i14I I IIIf(L_11!IIIIJ BOTTOM OF DRAINAGE WAY PLAN VIEW �- B 1 �A� A NOTE ELEVATION AT POINT A SHOULD BE HIGHER THAN ELEVATION AT POINT B. CROSS SECTION HAYBALE INSTALLATION ANGLE POSTS 1. SET POSTS AND 5• UPSLOPE EXCAVATE A WxV TRENCH FOR STABILITY POST UPSLOPE FROM POSTS. AND SELF- FENCING CLEANING. 3. ATTACH FILTER RIC TO FABRIC 1 I� THE INTO THE TRENCH EXTEND 2. 2. STAPLE THE SILT FENCING TO THE END OF THE POST 4. BACKFILL THE TRENCH AND COMPACT THE EXCAVATED SOIL. CONSTRUCTION OF SYNTHETIC FILTER BARRIER DESIGN NOTES 1. CONCRETE, 4000 P.S.I., 28 DAYS, 2. WEIGHT 300 LBS. 3. REINFORCEMENT, (2) #'4 R.R. BAR. 4. (2) 3/4" HOLES CAST IN FOR ANCHORING. 7-1 v TYPICAL CROSS SECTION STRAIGHT SECTION PRECAST CONCRETE WHEEL STOP N.T.S. CAP UNIT ADHERES TO TOP UNIT W/CONCRETE MODULAR CONCRETE HEIGHT: SEE SITE PI (0"-48" HT. TYP.) GRANULAR LEVELING PAD - ' MIN. 6" THICK CONC. MODULAR RETAINING WALL N.T.S. Ian CONCRETE, CLASS I WIDTH VARIES - 1 1/2" SURFACE COURSE -BITUMINOUS CONCRETE, CUSS 2 GRADE PER -� TOPOGRAPHIC PLAN PROCESS STONE BASE --/ \-12" PROCESSED 4" DEPTH AFTER COMPACTION GRAVEL BASE PLACED IN TWO COURSES BITUMINOUS CONCRETE PAVEMENT SECTION N.T.S. BROOM FINISHED PANEL I VERTICAL SURFACE I _ I I 3 8" 1 /2" 1/8" RADIUS TOOLED JOINT WITH SEALANT 1/16" TOOL APPLIED BACKER ROD COMPRESSED TO 5/8" OF FULL DIA. OF ROD PREFORMED JOINT FILLER FILL TO 1" BELOW THE SLAB SURFACE (NON -IMPREGNATED CLOSED CELL BACKER ROD) EXPANSION JOINT FOR CONC. WALKS N.T.S. 0'-8 5/16' -4'-6 3/8'- 13/16' - 3'-1 3/4'- FRONT L� 1/2' SMOOTH STEEL BARS 4'X8' ❑PENINGS SPOT WELD @ EACH J❑INT TOP PAVEMENT 3" THICK 4OD0 CONCRET SEE PLAN FOR DIMENSIONS 00 Oo0° 0 ODo 0"0 O \� / / 9" THtC1C PROCESSED STONE DUMPSTER PAD DETAIL Type "C-L" top and 0'-8 13/16' STANDARD PRECAST CONCRETE UNIT--"' 1'=6' N.T.S. �3'-6' 10 13/16- I '- 8 1/ 12' ORIFICEII 2.5' ORIFICE CONSTRUCTION OR 1/2• EXPANSION JOINT CONTROL JOINT �- EVERY 20'-0• (MAX) PROVIDE CLASS A CONCRETE (4000 PSI) 1 WIDTH VARIES PLAN 4-10" TO FACE OF CURB E'I FINISH GRADE ,E WIDTH VARIES 1 4' R W 1/4' R / N 1/2":1' 1/4`/Fr SLOPE TO CURB a /rt xa2 W) ?•/ 4/0 COMPACTED "GRADE 5" CONC. SIDlI(ALK 4' TOPSOIL (MIN.) \\-4* TOPSOIL (MIN.) ~, 12" PROCESS STONE SECTION 5" CONCRETE SIDEWALK N.T.S. Nv ¢: BITUMINOUS CONCRETE CURBS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DESIGN & CONSTRUCTION STANDARDS FOR PUBLIC IMPROVEMENTS FOR THE TOWN OF WETHERSFIELD. CONNECTICUT. 6" BITUMINOUS CONCRETE LIP CURBING TAW STREETS/ PAVm PAVED AREAS GTtOSr I SEE PAVDOIT DEUIL am PA%UM MAL Ilhl. APPROM ORAlUM HON-OROMIID O' tY J •�. • •� • : V : COWACIm IN ow I= (MAX.) uFTS : • � tY •Q • •- -• •y' p, WRPM TAPE MR 10k% • STAWTt 16-344 AS AMEN . .O . 4 4%: PLACED 12' (�I, TO 24" ) ABM THE Tt7P 1 0 1 •fi% : .O �•. SMIK RUN GRAv4. PLACED AND DOAPACIED /•� Q \� • 0: 9MA BI.AM�T N 6' tAYfJtS. NO STOW tAROEIt It" .O : PIPE. AS 9PLTJFIEA MA206 • • •V C01'1PAL"TED SU90RRAM /2oJx:•s3/4' :/2 BRRCKM TRAPP= oz. f: 3/4' CRUSHED STONE SEDDINO • "" t/2� . MATER,AL W ROCK rxcAVAT'ON ORAS � • '• •,• 6• Mh �� 4-V ��! DIRECTM BY THE ENOINEEP. THE MATERIAL SHALL MEET O.O.T. r �f f r p' 1�,. + OR 3/4- STONE BACKRLL TO 2CE FNMWNE CIF PPE _T ' WHEN USING POLYETTIYUNE OR A.B.: PIPE. 1- tY I tY tY � tY TYPICAL SANITARY SEWER_ TRENCH NOT TO SCALE SECTION TYPICAL STORM DRAIN TRENCH WIT TO VALE SECTION OUTLET PIPE 18' MODIFIED RIP RAP PADS Class "A" Concrete SIDE CIRCULAR FASTENERS TO BE SPOT WELDED AS DEPICTED AND ANCHOR BOLTED INTO FRONT OF STRUCTURE WITH MINIMUM 1/2'X3" STAINLESS STEEL BOLTS Type "C-L" Top with Type "A" grate NOTES: 1. ALL EXTERIOR WALLS OF CATCH A N WI BE FACED PAINTED Fc i it) L--- 4'-4- ,APPLICATION AND GROUTED WITH CEMENT. OF GRADE 2. LADDER RUNGS SHALL BE PRO- 1'-7 3/8"" 1' VIDED IN CATCH BASIN WHERE PVMT_ CROSS -SLOPE HEIGHT OF STRUCTURE EXCEEDS - - 8 FEET. W m Z- 3. IN SANDY SOILS APPLY DAMP- w � t -t PROOFING ON ALL FOUR WALLS. X <, c° 4. RED BRICK NOT TO BE USED. '000 C4 5. WHERE PRECAST CONCRETE UNIT N W I- IS USED FOR SUMP THE TOP OF W Yw THE UNIT SHALL BE AT LEAST ova 6" BELOW THE BOTTOM OF THE In a PIPE OUTLET FROM THE CATCH F � z 1. ALL EXTERIOR WALLS OF CATCH BASIN WILL BE FACED, PAINTED AND GROUTED WITH CEMENT. 2. LADDER RUNGS SHALL BE PRO- NOTNPED IN CATCH BASIN WHERE HEIGHT OF STRUCTURE EXCEEDS 8 FEET. 3. IN SANDY SOILS APPLY DAMP - PROOFING ON ALL FOUR WALLS. 4. RED BRICK NOT TO BE USED. 5. WHERE PRECAST CONCRETE UNIT IS USED FOR SUMP THE TOP OF THE UNIT SHALL BE AT LEAST 6" BELOW THE BOTTOM OF THE PIPE OUTLET FROM THE CATCH BASIN. 6. WHERE MASONARY CONCRETE UNITS ARE USED CORBELLING WILL BE PERMITTED. MAX. CORBEL TO BE 3". NO PROJECTION SHALL EXTEND IN- SIDE OF LIMITS. 7. ADJUST FRAME ELEVATION WITH BRICKS 6" TO 12" 8. PROVIDE MINIMUM 2'-0" OF COVER OVER PIPE AT BELLS 9. PROVIDE 6" OF 3/4" TRAPROCK UNDER EACH STRUCTURE AT BASE. -1'-1 5/8" 4'-8 3/4" --I BRICK LEVELERS 3-5/8" 1 2'-8 3 4 1 T a - '--CLASS 'C' CONC.BASIN. z f 6. WHERE MASONARY CONCRETE UNITS o ORPRBLOCKECAST CONC. ARE USED CORBELLING WILL BE PERMITTED. MAX. CORBEL TO BE 3". NO PROJECTION SHALL EXTEND IN- SIDE OF LIMITS. 7. ADJUST FRAME ELEVATION WITH BRICKS 6" TO 12" 8. PROVIDE MINIMUM 2'-0" OF COVER OVER PIPE AT BELLS 9. PROVIDE 6" OF 3/4" TRAPROCK UNDER EACH STRUCTURE AT BASE. DETENTION BASIN OUTLET N.T.S. ri r �JIJ I� 4'-4" �JN,,,,CLASS 'C' CONC. 5'-4' --I SECTION B-B SECTION A -A TYPE 'C' CATCH BASIN not to scale + TO BE 2' SUMPS IN AREAS OF LEDGE Tel. 860.291 • 8755 PREPARED FOR: Fax 860.291.8757 civil engineers • planners • surveyors landscape architects • gis • gps 425 Sullivan Avenue, South Windsor, Connecticut 06074 DETABUS DEMING PLAZA, LL C DESIGN: KMl DRAWN. KM/ CHECKED: KMl lukckland '$®ail Demnnv Street LIOB NO.: 2244 IDATE.• October 31, 2006 SOUTH WIND§®PLP C®FNECTUCUi DRAWING NO.: 2244_6-DE7AILS. dwq SHEET CONSTRUCTION SEQUENCE 1. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR AND THE OWNER SHALL HAVE A PRE-CJNSTRUCTION MEETING WITH THE TOWN OF SOUTH WINDSOR. 2, THE SURVEYOR SHALL STAKE -OUT THE LIMITS OF CLEARING AND GRUBBING. 3. INSTALL ANTI -TRACKING APRON AT ENTRANCE DRIVE AS SHOWN ON THE PLANS. 4. THE CONTRACTOR SHALL COORDINATE WITH THE PROPER AGENCIES FOR RELOCATION OF AN" UTILITIES OR SIGNS. 5. INSTALL EROSION AND SEDIMENTATION CONTROL MEASURES AT LIMITS OF CLEARING AND GRUBBING. MAINTAIN ALL CONTROL MEASURES AS CONSTRUCTION PROGRESSES. CONSTRUCT PIPED STORMWATER SYSTEM (DRAINAGE MANHOLES AND CATCH BASIN STRUCTURE) ALONG THE NORTHERN PERIMETER OF THE SITE TO RECEIVE OFF -SITE RUNOFF. CONSTRUCT DRAINAGE SWALE TO THE EAST OF THE DEVELOPMENT TO COLLECT STORM WATER RUNOFF FROM OFF -SITE AND DIRECT INTO INSTALLED PIPED SYSTEM.. 6. CONSTRUCT AND STABILIZE WATER QUALITY/DETENTION BASIN INCLUDING OUTLET STRUC- URE AND INLET STRUCTURE, AS SHOWN ON THE PLANS, PRIOR TO CONSTRUCTION OF STORM DRAINAGE SYSTEM. NO ST(RMWATER SHALL BE DISCHARGED TO THE BASIN UNTIL THE BASIN IS STABILIZED WITH LOAM OND SEED, OR EROSION CONTROL MATTINGS. 7. REMOVE TOPSOIL FROM AREAS OF DISTURBANCE AND STOCKPILE IN THE LOCATION SHOWN ON THE PLANS, EAST OF THE STABILIZED DETENETION BASIN. GRADING OPERATIONS ON SITE SHALL DIVERT ALL RUNOFF TO THE CATCH BASIN IN PLACE THAT HAS A BARRIER OF PLANT FIBER CHECK DAMS (FLOC LOGS OR APPROVED EQUAL). 8. CUT AND FILL ALL AREAS OF CONSTRUCTION TO SUBGRADE ELEVATIONS. IMMEDLO,TELY STABILIZE SLOPED AREAS WITH HAY MULCH OR BY HYDROSEEDING. 9. INSTALL STORM DRAINAGE. PROTECT TOP OF EXISTING CATCH BASINS WITH HAYBAI_ES AND FILTER FABRIC AS SHOWN IN THE DETAILS. 10. PLACE PAVEMENT, CURBING, AND LOAM, SEED AND MULCH OR HYDROSEED ACCORDING TO SEEDING SCHEDULE. 11. AFTER ALL SITE WORK IS COMPLETED, INCLUDING SPREADING OF TOPSOIL AND SEEDING, THE CONTRACTOR SHALL CLEAN ANY SILT OR DEBRIS FROM ALL STRUCTURES AND PIPES. PIPES SHALL BE CLEANED BY WATER -JETTING AS NEEDED AND CATCH BASIN SUMPS SHALL BE CLEANED BY MANUAL EXTRACTION OR SUCTION LINES AS NEEDED. NOTE: CONSTRUCTION OF BUILDINGS TO COMMENCE ONCE GRADING OPERATIONS IN AREAS OF FOUNDATIONS ARE COMPLETE. CONSTRUCTION OF FOUNDATIONS TO BE COMPLETED AS PART OF OVERALL SITE WORK. COMPLETION OF BUILDINGS TO BE DONE IN PHASES AS ECONOMIC CONDITIONS DICTATE. ESTIMATED START DATE FOR CONSTRUCTION - SPRING 2007 ESTIMATED COMPLETION DATE FOR THE PROJECT - WINTER 2007 12' R.C.P. FOR 15' INLET 45' MAX. DIRECTION OF DISCHARGE NLET STRUCTURE ACCORDING TO PLAN 5'-0 DIA, MANHOLE 30' MAX. - It ( 90• TYP. OUTLET STRUCTURE I 11' I I 10, 5' -0' DIA. MANHOLE BAFFLE WALL IS' R.C.P. 18 R.C.P. ACONC, BLOCK) ^ 6' F�'�, V-k14 O O -'- 6' A• 8' 6 PLAN SEDIMENTATION STRUCTURE TYPE I (SHEET I OF 2) NOT TO SCALE INLET STRUCTURE OUTLET STRUCTURE 5' DIA. 5' DIA. MANHOLE I 12' RCP IS' R.C.P. I 15' HDPE 18' RCP 18' R.C.P. _ _ O �^ uxET onLEr INVg0620 INV,105.75 CONCRETE INVERT SECTION B-B CONCRETE INVERT T.F. ELEV. SET IN FIELD IS' R.C.P INV,105.85 & NOTCH TO BE GROUTED (TYP.) 8'-0' 91-2' 12' OF 3/4' BROKEN, - TRAP ROCK BASE SECTION A -A NOTES, L SEE STANDARD DETAILS FOR PRE CAST REINFORCED CONCRETE MANHOLE, CAST IRON MANHOLE FRAME AND COVER, MISCELLANEOUS MANHOLE DETAILS, AND TYPICAL TRENCH SECTION. 2. FIBERGLASS OR PLASTIC STEPS SHALL BE INSTALLED AT 12' VERTICAL FROM 12' (MAX> BELOW TF, ELEV. TO 12' <MAXJ ABOVE INSIDE BOTTOM ELEV. AT EACH ACCESS POINT. 3. ALL PIPES SHALL BE CUT FLUSH WITH INSIDE WALLS. SEDIMENTATION STRUCTURE TYPE I (SHEET 2 OF 2) NOT TO SCALE 1. UNLESS OTHERUASE NOTED, EXISTING UTILITY LOCATIONS AS SHI)WN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS 114VALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. REVISIONS 2 3-08-07 PER TOWN COMMENTS KMI 1 12-15-06 TYPE-1 SEDIMENTATION STRUCTURE KMI NO. I DATE DESCRIPTION DY N r CAST IRON HANDLE I �-- 8.5" Q 10" I-- B -I --� 5„ --� 6.5" A B PIPE SIZE WT. LBS. SETTING METHOD 16" 12" TO 6" 70 lb 2 HOOKS 18" 12" 8" 75 lb 2 HOOKS 20" 12" 10" 85 lb 2 HOOKS 22" 16" 12" 100 lb I OKS 25" 17" 15" 135 lb 2 HOOKS 28' 20" 18" 155 lb 2 HOOKS CATCH BASIN TRAP not to scale (TO BE INSTALLED AT CATCH BASIN STRUCTURES #10, 12, 13, 15 & 19) NOTE 1. The lower surface of the cover and the corresponding upper surface of the frame shall be machine finished to provide a smooth flat contact of fit, without any tendency for the cover to rock or rattle. STORM MANHOLE ALTERNATE A o 0o�„(�O O O O 0 130013 4 0�0°❑°QGy]o 0 0 °� O o❑❑ ❑❑ o❑ �oo13 ° °o°0 0 O OO°OO ��0 O �o Ot4❑03 23.875" Dia. 1" 1.25" 1.25" 0.38" 1.25" 1.125" 0.75" 0.875„ 1.56" 1 1.125" � 0.56" I � 0.56" 3.6875" 1.50'> 0.75 1.94" 17"Di. SECTION A -A CAST IRON COVER- N. T. S. CONCRETE OR BRICK INVERT B B �- FLOW SECTION A -A STANDARD M.H. FRAME AND COVER ADJUST TO GRADE WITH r=,�MAX. OF FOUR COURSES OF CONC. BRICK PRECAST REINFORCED CONCRETE MANHOLE ECCENTRIC CONE REINFORCED CONCRETE MANHOLE SECTIONS WITH "0 RING" JOINTS - 5" REINFORCED CONCRETE A MANHOLE BASE ,. FLOW 14"X10" FORGED ALUMINUM SAFETY RUNG MANHOLE STEPS 16"O.C. TOP STEP TO BE 4" BELOW FRAME CONCRETE OR BRICK MORTAR INVERT 6" 3/4" CRUSHED STONE FOUNDATION SECTION B-B REINFORCED PRECAST CONCRETE MANHOLE not to scale INLE V-0" y . EARTH EMBANKMENT CONSTRUCTION: 1. THE MINIMUM TOP WIDTH OF THE EMBANKMENT SHALL BE 8 FEET. 2. THE SIDE SLOPES ON BOTH SIDES OF EMBANKMENT SHALL NOT BE STEEPER THAN 2: 1. 3. FILL MATERIAL FOR THE EMBANKMENT SHALL BE CLEAN MINERAL SOIL, FREE OF ROOTS, WOODY VEGETATION, STUMPS, SOD, OVERSIZED STONES, ROCKS OR OTHER ORGANIC OR UNSUITABLE MATERIAL. 4. SUITABLE EMBANKMENT FILL MATERIAL SHOULD CONTAIN PARTICLES RANGING FROM SMALL GRAVEL OR COARSE SAND TO FINE SAND AND CLAY IN PROPER PROPORTIONS. EMBANKMENT FILL MATERIAL SHOULD CONTAIN AT LEAST 15% PASSING THE #200 SIEVE AND NOT MORE THAN 50% PASSING THE #200 SIEVE. NO STONES LARGER THAN 6 INCHES SHALL BE ALLOWED WITHIN THE COMPACTED EMBANKMENT, NOR SHALL ANY STONE LARGER 3 INCHES BE ALLOWED WITHIN TWO FEET OF ANY STRUCTURE. 5. CONSTRUCTION SHALL NOT TAKE PLACE DURING COLD PERIODS WHEN TEMPERATURE'S ARE CONSISTENTLY LOWER THAN 40• FARENHEIT. 6. THE SOIL INTENDED FOR THE EMBANKMENT SHALL BE LABORATORY TESTED. 7. THE FILL MATERIAL SHALL CONTAIN THE PROPER AMOUNT OF MOISTURE TO ENSURE THAT 90%-95% STANDARD PROCTOR COMPACTION IS ACHIEVED. 8. FILL MATERIAL SHALL BE PLACED IN 9-INCH CONTINUOUS LIFTS OVER THE ENTIRE LENGTH OF FILL. 9. A FOUNDATION CUTOFF CONSTRUCTED WITH RELATIVELY IMPERVIOUS MATERIALS (1-5 FT/DAY) SHALL BE PROVIDED FOR ALL EMBANKMENTS. THE MINIMUM DEPTH OF THE CUTOFF SHALL BE 2 FEET. THE CUTOFF SHALL EXTEND UP ALL EMBANKMENTS TO THE EMERGENCY SPILLWAY CREST ELEVATION. 10. THE MINIMUM WIDTH OF THE CUTOFF SHALL BE 4 FEET. 11. COMPACTION REQUIREMENTS FOR THE CUTOFF SHALL BE THE SAME AS THOSE FOR THE EMBANKMENT. THE CUTOFF TRENCH SHALL BE KEPT FREE FROM STANDING WATER DURING BACKFILL OPERATIONS. 12. AREAS ON WHICH FILL IS TO BE PLACED SHALL BE SCARIFIED PRIOR TO PLACEMENT OF THE FILL. 13. THE AREA UPON WHICH THE EMBANKMENT IS TO BE PLACED SHALL CONSIST OF MATERIAL THAT HAS SUFFICIENT BEARING STRENGTH TO SUPPORT THE EARTHFILL AND STRUCTURES WITHOUT EXCESSIVE CONSOLIDATION. ANY UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE FOUNDATION AREA PRIOR TO CONSTRUCTION. 14. ALL ORGANIC TOPSOIL AND ORGANIC SUBSOIL TO BE REMOVED IN AREA OF EMBANKMENT FILL. 15. A LICENSED ENGINEER IS TO INSPECT AND REPORT TO THE TOWN ON THE CONSTRUCTION OF THE DETENTION POND EMBANKMENT. THE ENGINEER SHALL VERIFY COMPIANCE WITH THE APPROVED PLANS TO THE TOWN ENGINIEER PRIOR TO ACCEPTANCE OF THE SUBDIVISION. 1' MODIFIED RIPRAP PROTECTION ELEV. 109.00 TOP EMBANKMENT 1 2 ELEV. 107.50 I CLEANDTE a VERB I COVERS 7'-0" I I L d"II - tiNLET 18' DIA. MANHOLE ,OU 9'-0" 5EQ_n0N NOTES: 1. EXTERIOR OF SEPARATOR AND EXTENSION TO GRADE MANHOLES TO BE COATED VATH A WATERPROOF SEALANT. 2. INTERIOR OF SEPARATOR TO BE COATED NiTH EPDXY PETROLEUM RESISTANT SEALANT RESISTANT TO GASOLINE, OIL, AND SOLVENTS, 3. SEPARATOR TO BE STRUCTURALLY SEAMLESS. 4. CONCRETE - 500D PSI AT 28 DAYS. 5. REINFORCED FOR H-20 LOADING. 6. JOINT SEALED W/BUTYL RUBBER GASKET. 7. TEES FOR INLET & OUTLET ARE SUPPLIED BY PURCVASER PRECAST CONCRETE OIL/WATER SEPARATOR 1000 GALLONS N.T.S. r� r� BOTTOM SPILLWAY DETENTION BASIN EMBANKMENT 110 10 4- 102 100 6" IOPSOIL 3 1 d ATERIAL 0M EXIS ING GRAD� I OUN ATIO CU OFF (REMOVE ALL RGANIC TOP OIL ND 0 10 20 30 40 50 60 70 CROSS SE'TH'N SECTfON -A SC = 50 1 "=2' (VERTICAL) 1"=10' (HORIZ.) T.S. SCREEN BEHIND SHEET .... CCIIAR 6• BOARD '" GROVE PANELS VITH LATTICE OP SECTION HASP C LOCK a Q0 SET TS IN C -,TE D" PIN OR PROVIDE BASE PLATE TO GATE HOLD OPEN DEVICES TS AND FASTEN TO £%BEDDED BOLTS OC'S OPTION -7 -CD4CRETE FOIA{DATIIN 6" CONCRETE FILLED /BOLLARDS +-------------------------------- ------------ O ' � I 7' XL4' Y. NOKL I ( 7' CV. YD.4 NDHIINNAL I I CD , ER d-------------------------------------- ------- I (1 wTLEr FFLE DUMPSiER ENCLOSURE NOT TO SCALE Tel. 860.291 • 8755 3 Fax 860.291.8757 DE1rh%L8 DESIGN: KMI DRA IRON.• KMI CHECKED: KM/ civil engineers planners surveyors 4 landscape architects • gis • gps JOB NO.: 2244 IDATE: December 14, 425 Sullivan Avenue, South Windsor, Connecticut 06074 DRAWING NO.: 2244_6-DE%A/LS.dw 17' by 8' CONCRETE PAD PREPARED FOR: Buckland Road & Deming Street SOUTH WUMSOR9 CONMCTUCUT �2—V TRAFFIC Pk o �_Z BOX 2-- V 03t� y 0 1 0'---/ STREET TREE EASEMENT EMERGENC STOP S/GN PROPOSED TREE LINE 7 X 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 3-8-07 PER TOWN COMMENTS KMI BY A LICENSED LAND SURVEYOR PRIOR TO 2 12/27/06 PER TOWN COMMENTS RLB CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 12/14/07 GENERAL RLB RICHARD L BOSTON IMPRESSION SEAL AND ORIGINAL SIGNATURE LICENSED LANDSCAPE ARCHITECT THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY CONNECTICUT UCENSE NO. 568 GRAPHIC SCALE 30 0 15 30 60 � IN FM 1 inch = 30 ft. SAVE & PROTECT EXISTING TREES SAVE & PROTECT Tel. 860.291 • 8755 Fax 860.291.8757 civil engineers • planners surveyors landscape architects • gis • gps 425 Sullivan Avenue, South Windsor, Connecticut 06074 INTERIOR LANDSCAPE FOR PARKING: 1. PARKING AREAS IN FRONT OF BUILDINGS: A. 12% LANDSCAPE AREA (MIN.) REQUIRED: 5,972 SF 12.60% LANDSCAPE AREA PROPOSED: 6,292 SF 2. PARKING AREAS BEHIND BUILDINGS: , A. 10% LANDSCAPE AREA (MIN) REQUIRED: 3,232 SF 10.50% LANDSCAPE AREA PROPOSED: 3,403 SF 3. SHADE TREES: A. 1 /10 CAR STALLS (MIN) REQUIRED: (194/10)= 19.40 TREES PROPOSED: 25 TREES LANDSCAPE NOTES: 1. SEE LANDSCAPE SHEET L3 FOR LANDSCAPE PLANTING SCHEDULE. 2. SEE LANDSCAPE SHEET L3 FOR LANDSCAPE NOTES AND DETAILS. 3. SEE SHEET LP1 FOR SITE LIGHTING PLAN AND DETAILS. LANDSCAPE PLAN DES/GN.• RLB DRAWN.- KM/ I CHECKED.- RLB ,los No.: 2244 1DA TE:• 11/13106 DRAWING NO.: 2244_L 1-L3. dwG PREPARED FOR: DEMING PLAZA, LLC Bnacklanndl Road & Deming Street S(DUTIHI. WINDS(D 9 tC®NNIEtCTUCUT 11 SHEET L I '/ 15--1 M -JH I22—BG IC A -MXS-,3 0 QP SNET 1281 72d2 2R. 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO 2 3-8-07 PER TOWN COMMENTS KMI CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 12/14/06 GENERAL RLB RICHARD L.. 80STON IMPRESSION SEAL AND ORIGINAL SIGNATURE UCENSED LANDSCAPE ARCHITECT OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY CONNECTICUT LICENSE NO. 568 EXIS IING WHITE PINES GRAPHIC SCALE 30 0 15 30 60 ( IN FEET ) 1 inch = 30 ft 4 L r !1A 7W GATEWAY LANDSCAPE BUFFER rHURCH PROPERTY i ARIIICf_AD= m 1rm=P m FVATInN 'A' NOT TO SCALE 75• GATEWAY LANDSCAPE BUFFER 5 CHURCH PROPERTY LANDSCAPE BUFFER ELEVATION 'B' NOT TO SCALE Tel. 860.291 • 8755 Fax 860.291 - 8757 civil engineers • planners surveyors landscape architects • gis gps 425 Sullivan Avenue, South Windsor, Connecticut 06074 �I S� w )-TREES O FULL GROM O 5 YEAR GROMfTii LANDSCAPE NOTES: 1. SEE LANDSCAPE SHEET L3 FOR LANDSCAPE PLANTING SCHEDULE. 2. SEE LANDSCAPE SHEET L3 FOR LANDSCAPE NOTES AND DETAILS. 3. SEE SHEET LP1 FOR SITE LIGHTING PLAN AND DETAILS. LANDSCAPE PLAN DESlm RLB I DRAWN.• KMI CHECKED.• RLB Jog No.: 2244 1 DA TE.- 11/1J106 DRAWING NO.: 2244_L 1-L 3. dwa PREPARED FOR: DEMING PLAZA, LLC Buckland Road &. Dammam ns Street SOUTH WUNDSOn;4 ICONMCTUCtUT SHEET L2 /L3, k LANDSCAPE PLANTING SCHEDULE -1 ♦ ^r nt Iv1 1A1rf` c/11 IIMICTAAIT WIRE OR CABLE SAES SHALL BE AS FOLLOWS:TREES UP TO 2.5 IN. CALIPER - 14 GAUGE TREES 2.5 N. TO 3 N. CALIPER - 12 GAUGE TIGHTEN WIRE OR CABLE ONLY ENOUGH TO KEEP FROM SUPPING. ALLOW FOR SOME TRUNK MOVEMENT. PLASTIC HOSE SHALL BE LONG ENOUGH TO ACCOMMODATE iS N. OF GROWTH AND BUFFER ALL BRANCHES FROM THE WIRE. TUCK ANY LOOSE ENDS OF THE WIRE OR CABLE INTO THE WIRE WRAP SO THAT NO SHARP WIRE ENDS ARE DEPOSED. INSTALL THREE GUY WIRES PER TREE. SPACED EVENLY AROUND THE TRUNK. 0.50 IN. DIAM. PLASTIC FLAGGING OR OTHER VISUAL PAD HOSE / MARKER ON EACH WIRE GALVANIZED WIRE OR CABLE v OPTIONAL METAL DRIVE ANCHORS. TWIST WIRE TO TIGHTEN. INSTALLED PER MANUFACTURERS TURNBUCKLES FOR TREES OVER 6 IN. CALIPER. DIRECTIONS. 30 IN. LONG WOOD STAKE. ALL STAKES SHALL BE DRIVEN OUTSIDE - THE EDGE OF THE ROOT BALL.. ASSURE THAT THE BEARING SURFACE OF THE PROTECTIVE COVERING OF THE WIRE OR CABLE AGAINST THE TREE TRUNK IS A MINIMUM OF 0.50 IN. REMOVE ALL .THONG AS SOON AS THE TREE HAS GROWN SUFFICIENT ROOTS TO OVERCOME THE PROBLEM THAT REQUIRED THE TREE TO DE STAKED. STAKES SHALL BE REMOVED NO LATER THAN THE END OF THE FIRST GROWING SEASON AFTER PIANiINIG. TREES NORMALY DO NOT NEED TO BE STAKED AND STAKING CAN BE HARMFUL TO THE TREE STAKING SHOULD BE DONE ONLY WITH THE APPROVAL OF THE LANDSCAPE ARCHITECT IF IT IS EXPECTED THAT THE TREE WILL NOT BE ABLE TO SUPPORT ITSELF. THE FOLLOWING ARE REASONS WHY TREES DO NOT REMAIN STRAIGHT. o TREES WITH POOR -QUALITY ROOT BALLS OR ROOT BALLS THAT HAVE BEEN CRAM OR DAMAGED. REJECT RATHER THAN STAKE. o TREES THAT HAVE GROWN TOO CLOSE TOGETHER IN THE NURSERY. RESULTING N WEAK TRUNKS. REJECT RATHER THAN STAKE o ROOT BALLS PLACED ON SOFT SOL TAMP SOILS UNDER ROOT BALL. PRIOR TO PLANTING. o ROOT BALLS WiTH VERY SANDY SOIL OR VERY WET CLAY SOIL STAKING ADVISABLE o TREES LOCATED N A PLACE OF E)MMMELY WINDY CONDITIONS. STRONG ADVISABLE. o PLANTING PROCEDURES THAT DO NOT ADEQUATELY TAMP SOILS AROUND THE ROOT BAIL CORRECT THE PLANTING PROCEDURE NOTES 1. STAR OR CLAY TREES ONLY WHEN NECESSARY FOR SPECIFIC SUE CONDITIONS AND WITH APPROVAL OF OWNER'S REPRESENTATIVE. 2. TREE WRAP TREES ONLY WHEN NECESSARY FOR SPECIFIC TREES OR WHEN IT IS IMPOSSIBLE TO PLANT TREE WITH THE TRUNK ORIENTED N THE SAME NORTH ORIENTATION AS IN THE NURSERY. TREE PLANTING DETAIL W/ STAKING NOT TO SCALE Ix 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE REVISIONS INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 2 12/27/06 PER TOWN COMMENTS RLB 1 12/14/06 GENERAL RLB 3. THIS PLAN IS INVALID UNLESS IT BEARS THE NO. 1 DATE DESCRIPTION BY \ IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. STREET TREES ONLY Town of South Windsor's TREE PLANTING SPECIFICATIONS January 2004 1. All trees will be handled by the root ball and not by the trunk of the tree. 2. All rope or twine will be completely removed once the tree has been placed in the planting area, burlap will be rolled down and out or tucked under the root ball. 3. Any wire baskets will be cut and the upper 2/3 removed after the tree is placed in the planting area. 4. All trees shall be freshly dug within 30 day of delivery to the planting site. 5. All twine, rope or any other objects around the root ball will be removed. 6. A planting area of two times the diameter of the root ball will be excavated. The depth of the excavation shall be two inches less than the overall height of the root ball as measured from the root flair on the trunk to the bottom of the root ball. 7. All excess excavated material will be deposited at an approved site. 8. When back filling trees, growing medium will be worked in to avoid any air pockets. Care must be taken not to compact growing medium excessively. 9. The beginning of the root flair will be set two inches above final grade. 10. Water will be applied as soil conditions dictate. 11. All tree trunks will be will be free from any injury or damage. 12. All trees shall have a single central dominant leader. 13. Trees shall not be staked or guyed unless directed by the Tree Warden. 14. The depth of all mulch shall not exceed more than 2". 15. All tags, ribbons or other markings will be removed. 16. No pruning will be performed unless directed to by the Tree Warden. 17. No fertilizers or water polymers will be applied at planting. NOTE: ALL STREET TREE INSTALLATIONS ARE TO FOLLOW THE ABOVE TOWN PLANTING SPECIFICATIONS. WATER QUALITY BASIN PLANTINGS Z" SHREDDED BARK MULCH PLANTING SOIL MIXTURE (TYP.) COMPACTED SUBGRADE (TYP.) PERENNIAL FLOWER BED NOT TO SCALE DO NOT HEAVILY PRUNE THE TREE AT PLANTING. PRUNE ONLY CROSSOVER LIMBS CO -DOMINANT LEADERS SOME TITTER OR TWIGS AND � �SIANNCCHES MAY BE PRUNED FIOIYEVO DO NOT REMOVE THE �TEDRATION TH � EDGE OUP T GROW OFTHTHELALANDSCAPE UPON ARCHITECT APPROVAL SEE STAKING DETAIL WRAP TREE TRUNKS ONLY UPON THE APPROVAL OF THE LANDSCAPE ARRCHI(tECi. OF THE ROOT BALL. TREES WHERE THE TRUNK MARK THE NORTH SIDE OF THE TREE IN THE NURSERY, AND ROTATE TREE 1 TO FACE NORTH AT THE SITE WHEN EVER EACH TREE MUST BE PIAHTED SUCH TWAT THE TRUNK FLARE M VISIBLE AT THE TOP FLARE IS NOT VISIBLE SHALL BE REJECTED. SET TOP OF RGOT FLUSH )TO 6 Fr. DAM. MN. DO COVER THE TOP OF THE ROOT �EROIRN SLOWLLY OM 11NG (SOILS. BET. OWA. PREFERRED 200 MM (8 IN.) RELINE ALL TWINE, ROPE AND WIRE. AND + + H EARTH SA BURLAP FROM TOP HALF OF ROOT BALL ' ,',',+, , i'i BEYOND EDGE OF ROOT ALL 2 IN. MULCH. DO NO PLACE MULCH IN CONTACT WTiH 7REFrRUNK MAINTAIN THE MULCH WEED-F FOR A MINIMUM OF ONE YEAR AFTER PLANTING. F PLANT IS SHIPPED WITH A WIRE BASKET AROUND THE ROOT BALL, OUT THE r�7RE�q( ET IN FOUR PLACES AND FOLD DOWN 200 MM (8 IN.) INTO PLANTING HOLE NOTE: FOR DIMENSIONS OF oOR �MPR00EDr�L ON UNEXCAVATED PLANTING AREAS TYPES OF SOIL AMENDMENTS, Ok SOIL REPLACEMENT, TAMP F�&AROUND RCpT ALLRE SEE DRAWINGS. BASE FIRMLY WITH FOOT PRBESSU SO THAT ROOT BALL DOES NOT SHIFT. NOTES 1. NO MULCH WiTHN 3' OF TREE. TREE PLANTING DETAIL NOT TO SCALE NOTE: THIS DETAIL ASSUMES THAT THE PLANTING SPACE IS LARGER THAN 240D MM (8 FT.) SQUARE, OPEN TO THE SKY. AND NOT COVERED BY ANY PAVING OR GRATING. AREAS FOR WETLAND MITIGATION/RESTORATION WATER QUALITY BASIN BOTTOM (3,136 S.F.) SCIENTFIC NAME COMMON NAME CAREX CRINITA FRINGED SEDGE: CAREX LURIDA LURID SEDGE CAREX STRICTA TUSSOCK SEDGE SCRIPUS AMERICANUS THREE -SQUARE: BULRUSH SCIRPUS VALIDUS SOFT -STEM BULRUSH NOTE: THE ABOVE PLANTS SHALL BE INSTALLED IN THE STORM DETENTION BASIN. THE PLACEMENT OF PLANTS IN 4" PEAT POTS SHALL BE 3' O.C. AND PLACED AS DIRECTED IN THE FIELD BY THE LANDSCAPE ARCHITECT AND TOWN STAFF. SPRING PLANTING ONLY. (TOTAL: 348 PLANTS) ALL WETLAND MARSH PLANTINGS SHALL HAVE THEIR GENETIC ORIGIN FROM CONNECTICUT. THE CONTRACTOR SHALL PROVIDE OWNER WiTH A CERTIFICATE OF COMPLIANCE AND COPIES OF THE NURSERY INVOICE. (4"POTS- SO. C.MAX.) BASIN BOTTOM TO BE A MINIMUM OF 12" OF TOPSOIL AMMENDED TO ACHIEVE 30% ORGANIC MATERIAL BY VOLUME.(NO LIME OR FERTILIZER AMENDMENTS) DO NOT HEAVILY PRUNE THE TREE AT PLANTING. PRUNE ONLY CROSSOVER LAMBS 00-DOMINANT LEADERS AND BROKEN OR WA BRANCHES. MAY SOM8E RUONREO SOOWEVF M DO TWIGS AND NOTKMO ES THE TFRMINNAL 8{JDS OF BIfPNCNES THAT EXTEND TO THE EDGE OF THE CROWN. STAKE TREES OjNLY UPON THE APPROVAL OF THE OWNERS REPRESENTATIVE. MM OFRTTMHE OWNELYRS REPRESEE TATIVE. MARK THE NORTH SIDE OF THE TREE IN THE NURSERY, AND ROTATE TREE TOOFFCEER NORTH AT THE SITE WHEN EVER SET TOP OF R0075BpAIL7y(yp IN ABOVE THE HIIGISH GIHEERO'IN SLOWLY DRAWLING IN. 2 IN. MULCH. DO NO PLACE MULCH IN CONTACT WITH TREE TRUNK. MAINTAIN THE MULCH WEED -FREE FOR AAMI IMMUUM G. OF ONE YEAR AFTER ROOT FLAIR SHALL BEpA MINIMUM OF 2' ABOVE THE FINISH GRADE 7HEE l U�NK MFLUiI TE IDS VISIBLE ATFTHHE T'OPT OF RARE is NOT VISIBLE SHALL BE WHERRE REJECTED DO NOT COVER THE TOP OF THE ROOT 4 IN. HIGH EARTH SAUCER Lam. BEYOND EDGE OF ROOT BALL. + •� �s.� REMOVE ALL TWINE, ROPE AND WIRE AND BURLAP FROM TOP TWO-THIRDS Or ROOT BALL • IF PLANT IS SHIPPED WiTH A WIRE BASKET AROUND THE ROOT BALL, CUT THE WIRE BASKET IN FOUR PLACES AND REMOVE UPPER TWO-THIRDS OF BASKET. PLACE ROOT BALL ON UNEXCAVATED NOTE: FOR DIMENSIONS OF - OR TAMPED SOIL. PLANTING AREAS TYPES OF SOIL TAMP SOIL AROUND ROOT BALL AMENDMENTS, OI'2 SOIL REPLACEMENT, BASE FIRMLY WiTH FOOT PRESSURE SEE "SOIL IMPROVEMENT DETAILS." SO THAT ROOT BALL DOES NOT SHIFT. NOTES 1. NO MULCH WITHIN 3' OF TREE. PLEASE RUM TO INTRODUCTION AND USE CRITERIA PRIOR TO USING THIS DETAIL 2. THIS DETAIL ASSUMES THAT THE PLANTING SPACE IS LARGER THAN 2400 MM (8 FT.) SOME, OPEN TO THE SKY, AND NOT COVERED BY ANY PAWING OR GRATING. 3. TREE PITS SHALL BE A MINIMUM OF TWO TIMES THE DAAETER OF THE PLANTS ROOT BALL . 4. WATER SFWl BE APPLIED AS REQUIRED TO MEET SOIL CONDITIONS THROUGHOUT CONSTRUCTION( AND WARRANTY PERIOD.. B&B EVERGREEN TREES IN ALL SOIL TYPES NOT TO SCALE GRAPHIC SCALE 40 0 20 40 so ( IN FEET ) 1 inch = 40 ft" U, Y/If� T' QTY. KEY SCIENTIFIC NAME COMMON NAME SIZE TYPE REMARKS AT MATURITY: TREES: 4 AC1 AMELANCHIER CANADENSIS SHADBLOW SERVICEBERRY 6' HT. B&B MULTI -STEM (20'HT-15'W) 1 AC ABIES CONCOLOR WHITE FIR 6' HT. B&B PLANT AS SHOWN (30'HT-15'W) 9 AR ACER RUBRUM 'OCTOBER GLORY' OCTOBER GLORY RED MAPLE 2"-2 1/2"CAL, B&B PLANT AS SHOWN (40'HT-35'W) 14 GT GLEDITSIA TRIACANTHOS 'SKYCOLE' SKYLINE HONEYLOCUST 2"-3" CAL. B&B PLANT AS SHOWN (45'HT- 35'W) 15 MS MALUS SARGENTII SARGENT CRABAPPLE 2" CAL. B&B PLANT AS SHOWN(10'HT-12'W) 7 MXS MAGNOLIA X LILIFLORA 'BETTY' 'BETTY' MAGNOLIA 2"-3" CAL. B&B MULTI-STEM(45'HT-35'W) 32 PG PICEA GLAUCA WHITE SPRUCE 6' HT. B&B (40'HT-15'W) 6 PAB PLANTANUS X ACERIFOLIA 'BLOODGOOD' BLOODGOOD LONDON PLANETREE 3" CAL. B&B (STREET TREE) (70'HT-60'W) 0 PC PYRUS CALLERYANA 'ARISTOCRAT' ARISTOCRAT ORNAMENTAL PEAR 2" CAL. B&B PLANT AS SHOWN (30'HT-20'W) 3 PHJ PRUNUS 'HALLY JOLIVETTE" PINK MIST CHERRY 2" CAL. B&B PLANT AS SHOWN (15'HT-10'W) 1 QB QUERCUS BICOLOR SWAMP WHITE OAK 2" CAL. B&B (60'HT-35'W) 10 OP QUERCUS PALUSTRIS PIN OAK 3" CAL. B&B (STREET TREE) (60'HT-35'W) 2 OR QUERCUS RUBRA NORTHERN RED OAK 3" CAL. B&B (STREET TREE) (60'HT-60'W) 20 T01 THUJA OCCIDENTALIS 'EMERALD GREEN' EMERALD GREEN ARBORVITAE 6' HT B&B PLANT AS SHOWN (20'HT-10'W) 23 SHRUBS T02 AZ THUJA OCCIDENTALIS 'TECHNY' AZALEA 'DELAWARE VALLEY' MISSION ARBORVITAE DELAWARE VALLEY WHITE AZALEA 6' HT 18"-24"HT B&B CONT. PLANT AS SHOWN (20'HT-10'W 4' O.C. 31 30 BG BUXUS 'GREEN ICE' GREEN ICE BOXWOOD 18"-24"HT CONT. 4' O.C. 20 CA CLETHRA ALNIFOLIA 'SIXTEEN CANDLES' SIXTEEN CANDLES SUMMERSWEET 24"-30"HT CONT. 3' O.C. 48 RY RHODODENDRON 'YUKON' YUKON RHODODENDRON 18"-24"HT CONT. 5' O.C. 11 CE CORNUS 'AU RUEN TO- MARGIN ATA' CREAM -EDGE TATARIAN DOGWOOD 24"-30"HT CONT. 6' O.C. 8 CS CORNUS SERICEA RED -OSIER DOGWOOD 24"-30"HT CONT. 5' O.C. 4 HH HYPERICUM X HIDCOTE HIDCOTE ST. JOHNSWORT 18"-24"HT CONT. 5 O.C. 15 IC ILEX CRENATA 'GREEN LUSTER' GREEN LUSTER JAPANESE HOLLY 24"HT CONT. 3' O.C. 106 JH JUNIPEROUS HORIZONTALIS 'JADE RIVER' JADE RIVER HORIZONTAL JUNIPER 24"SPRD. CONT. 5' O.C. 15 PF POTENTiLLA FRUTICOSA 'GOLDFINGER' GOLDFINGER POTENTILLA 18"-24"HT CONT. 4' O.C. 19 RCW RHODODENDRON CATAWBIENSE, VAR. PINK HYBRID RHODODENRON 24"-30"HT CONT. 5' O.C. 187 TM TAXUS MEDIA 'TAUNTONII' TAUNTON SPREADING YEW 30"HT CONT. 3' O.C. (MAINTAIN AS HEDGE) 37 VC VIBURNUM CORYMBOSUM HIGHBUSH BLUEBERRY 24"-30"HT CONT. 5 O.C. 9 WF WEIGELA FLORIDA 'ALEXANDRA' WINE AND ROSES WEIGELA 24"-30"HT CONT. 4' O.C. PERENNI LS: CS2 CAREX SIDEROSTICHA 'VARIEGATA' VARIEGATED SEDGE 2 YR. GROWTH CONT. 12" O.C. 34 19 MS2 MISCANTHUS SINENSUS 'CABARET' VARIEGATED MAIDEN GRASS 1 YR. GROWTH CONT. 24" O.C. 15 HE HOSTA 'GUACAMOLE' GUACAMOLE HOSTA 1 YR. GROWTH CONT. 24" O.C. 62 HS HEMEROCALLIS 'HAPPY RETURNS' HAPPY RETURNS DAYLILY 1 YR. GROWTH CONT. 24" O.C. 17 KF CALAMAGROSTI X ACUTIFOLIA VAR. KARL FOERSTER F. REED GRASS 1 YR. GROWTH CONT. 36" O.C. 145 LM LIRIOPE MUSCARI 'MONROE WHITE' MONROE WHITE LILYTURF 2 YR. GROWTH CONT. 18" O.C. 41 PA2 PENNISETUM ALOPECURIODES 'HAMELN' HAMELN DWARF FOUNTAIN GRASS 2 YR. GROWTH CONT. 36" O.C. 56 RF RUDBECKIA FULGIDA SULLIVANTII GOLDSTURM BLACK-EYED SUSAN 2 YR. GROWTH CONT. 30" O.C. GOLDSTURM' CHURCH LANDSCAPE BUFFER PLANTING SCHEDULE (NON INTERPLANTED) KEY I QTY, SCIENTIFIC NAME COMMON NAME SIZE TYPE REMARKS AT MATURITY: EVERGREEN TREES ABIES CONCOLOR WHITE FIR 6' HT. MIN. B&B 15' O.C. 30'HT/15'W C 10 A 6 PICEA ABIES NORWAY SPRUCE 6' HT. MIN. B&B 20' O.C. 80'HT/30'W G 6 PICEA GLAUCA WHITE SPRUCE 5' HT. MIN. B&B 15, O.C. 40'HT/15'W 02 11 PICEA GLAUCA WHITE SPRUCE 12' HT. MIN. B&B 15' O.C. 40'HT/15'W N 3 PINUS NIGRA AUSTRIAN PINE 6' HT. MIN. B&B 20' O.C. 50'HT/30'W S 6 PINUS STROBUS WHITE PINE 6' HT. MIN. B&B 20' O.C. 50'HT/30'W TOE 131 THUJA PLICATA 'GIGANTiCUM' I GIGANTICUM ARBORVITAE 6' HT. MIN. B&B AS SHOWN 50'HT-25'W LANDSCAPE NOTES: 1. ALL EXISTING TREES TO REMAIN SHALL BE SHAPED OR PRUNED WITHIN THE DEVELOPMENT AND ALONG THE PERIMETER OF CONSTRUCTION LIMIT AS REQUIRED BY SOUTH WINDSOR TREE WARDEN. 2. DEBRIS AND DEAD, UNHEALTHY OR POORLY SHAPED EXISTING TREES SHALL BE REMOVED FROM PROJECT AREAS AND BUFFERING ONLY WITH WRITTEN CONSENT OF TREE WARDEN. 3. ALL AREAS DESIGNATED TO BE SEEDED SHALL RECEIVE SIX (6) INCHES OF TOPSOIL, SOIL AMENDMENTS AND MULCH. WATER AND MAINTAIN LAWAREAS UNTIL ALL AREAS ARE STABILZED AND ACCEPTED BY OWNER'S REPRESENTATIVE. 4. LAWN GRASS SEED MIXTURE: A. SEEDING MIXTURE TYPE 1 (LAWN AREAS): BLUEGRASS BLEND (3 VARIETIES) 50% OF MIXTURE CHEWINGS RED FESCUE 30% OF MIXTURE PERENNIAL RYEGRASS 20% OF MIXTURE APPLICATION RATE: 4.50LBS. PER 1000S.F. B. SEEDING MIXTURE TYPE II .(LOW MAINTENANCE) NOTE: 1. STAKE OR GUY TREES ONLY WHEN PERENNIAL RYE GRASS 10% OF MIXTURE NECESSARY FOR SPECIFIC SITE CREEPING RED FESCUE 10% OF MIXTURE CONDITIONS AND WITH WRITTEN ALSIKE CLOVER 5% OF MIXTURE APPROVAL OF OWNER'S RED TOP 5% OF MIXTURE REPRESENTATIVE. TALL FESCUE 70% OF MIXTURE APPLICATION RATE: 5.00LBS PER 1,000 S.F. C. SEEDING MIXTURE TYPE V (STORM DETENTION/WATER QUALITY BASIN) NEW ENGLAND WETMIX BY NEW ENGLAND WET PLANTS, iNC.(412)548-8000 APPLICATION RATE: 1 LB. PER 2500 SQ. FT. WITH ANNUAL RYE GRASS TO ACHIEVE STABILIZATION. 5. ALL TREES AND SHRUBS SHALL MEET THE 2004 AMERICAN STANDARDS FOR NURSERY STOCK, ANSI, Z60.1 BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION OR LATEST EDITION. 6. PLANTING SEASONS: SPRING- MARCH 15 TO MAY 20 FALL- SEPTEMBER 15 TO NOVEMBER 15 7. PLANTING SEASON VARIANCE: IF SPECIAL CONDITIONS EXIST TO REQUIRE PLANTING OUTSIDE THE ABOVE SPECIFIED DATES, THE CONTRACTOR SHALL SUBMIT IN WRITING FOR PERMISSION BY THE TREE WARDEN. ANY VARIANCE IN THE PLANTING SEASON WILL NOT AFFECT THE ONE YEAR PLANTING GUARANTEE PERIOD. 8. SUBSTITUTION OF PLANTS WILL NOT BE PERMITTED UNLESS APPROVED IN WRITING BY THE TREE WARDEN. 9. PROVIDE A MINIMUM OF 12" OF PLANTING SOIL MIXTURE IN ALL PLANTING BEDS. 10. PLANTING SOIL MIXTURE (BY VOLUME) SHALL BE EQUAL TO: A. LEAF COMPOST- 10%-12% B. COURSE SAND- AS NECESSARY C. CLAY LOAM TOP SOIL- AS NECESSARY D. SOIL AMENDMENTS- AS RECOMMENDED BY SOIL FERTILITY TESTING THROUGH THE UNIVERSITY OF CONNECTICUT. 11. SOIL MIXTURE SHALL CONTAIN THE ABOVE TO ACHIEVE THE FOLLOWING GRADATION RANGE: A. GRAVEL -LESS THAN 10% B. COARSE/MEDIAN SAND- 55%-65% C. FIND TO VERY FINE SAND- 15%-35% D. SILT- 10%-20% E. CLAY- 15%-20% 12. SOIL AMENDMENTS: A. LIME SHALL BE PELLETIZED LIME MANUFACTURED TO MEET AGRICULTURAL STANDARDS AND CONTAIN A MAXIMUM OF 607. OXIDE. (I.E., CALCIUM OXIDE PLUS MAGNESIUM OXIDE) TO ACHIEVE A pH OF 6.0-6.8 FOR LAWN, TREES AND NON-ACID LOVING PLANTS. THE SOIL pH FOR ACID LOVING PLANTS SHALL BE 4.5 TO 5.3. B. FERTILIZER SHALL BE OF A FORMULA INDICATED BY THE SOIL TESTING TO ACHIEVE A MINIMUM OF ONE POUND OF NITROGEN PER 1000 S.F. OF LAWN AREA AND ONE POUND OF 10-10-10 FERTILIZER PER 100 S.F. OF SHRUB/FLOWER BEDS. THE FERTILIZER SHALL BE A MINIMUM OF 50% ORGANIC SLOW -RELEASE COMPOSITION. C. M.ROOT BY NOVOZYMES BIOLOGICALS, INC. (800-342-6173). PLACE MYCORRHIZAL FUNGI AND SUPPLEMENTS PER MANUFACTURER'S RECOMMENDATIONS FOR METHOD AND APPLICATION RATE FOR EACH TREE AND SHRUB. 13. DEAD OR DYING PLANT MATERIAL SHALL BE REPLACED BY THE DEVELOPER DURING THE FOLLOWING PLANTING SEASON OF THE FIRST YEAR WARRANTY. MAINTENANCE OF THE STREET TREES ARE THE RESPONSIBILITY OF THE ADJACENT LOT OWNER. NO STREET TREE SHALL BE PRUNED UNLESS DIRECTED BY THE TOWN'S TREE WARDEN. 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