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HomeMy WebLinkAbout99-58P_FINAL DEVELOPMENT PLANS G.D. ZONE SOUTH WINDSOR NORTHERN HILLS II_BUCKLAND ROADFINAL DEVELOPMENT PLANS G.D. ZONE SOUTH WINDSOR NORTHERN HILLS II SOUTH WTWnQ lR V0VWFVTT0UT 9 DEVELOPED BY: NORTHERN HILLS LLC PLANS PREPARED BY FUSS L INC. Consulting Engineers 146 HARTFORD ROAD, MANCHESTER, CONNECT C'UT 06040 (860) 646 469 NO CERTIFICATION IS EXPRESSED OR IMPLIED UNLESS THIS PLAN BEARS THE SIGNATURE AND LIVE SEAL OF THE UNDERSIGNED. J^ V. VIl_L. J,I .-. — No. 8939 •iyg810NAL EN��pu�J AUGUST 27, 1999 REVISED OCTOBER 1 1 , 1999 REVISED NOVEMBER 15, 1999 REVISED JANUARY 4, 2uuu FFFj � i PROJECT r .(84) ant �iN c; ()R M ANCHESTER TH E PAV LIONS HOME AT DEPOT BLICKLAND HILLS M ALL CROSSROADS \ Y"J AT SAAI'S \� CL SUCK LAND MAIOLESALE Fn ` HILS CLUB PAVILIONS _ DRIVE l� EXIT 62 1 DRIVE- ' i HOME WAL-MART i PLACE LOCATION MAP SCALE: 1"=1000' (APPROXIMATE 51? � \fT 1 L�1 Lj EXIT 63 . w ul 0--. 1 f r", f— lir I k I r% r— W SHEET NO. TI T LE TITLE SHEET KEY MAP -ZL EXISTING TOPOGRAPHIC PLAN 4 PLU I P�-AN rJ TOPOGRAPHIC MAP 6 CONSERVATION PLAN r- r--� n 1 r'\ n 1 r'� i"\ N I T M f-i I (1 T A I I C i LKUJIUIN CL11N 1 r-\UL UL I/ -\IL-) !.IrHTING & LANDSCAPE PLAN 9-- 14 D TZII 1 F-Alr.JA('E AREA MAP 16 17 SECTIONS ALTA/'ACSM LAND TITLE SURVEY FOR' ►, f1 r'l r I I r- rl A I 1 1 1 1 I I I %1 PREPARED FOR' INUK I HLKIN 1-11LL ), LLC :3 l JAAi q�rtn [UW N,lT Pug/Is r: alpr .•: _.__.__.�0�.._r._..,,.w.,..,......._..,._ - t�.,r�n�aE .� ..,W,..,..,��. .,. � ,,our,. �,w, 1 � 1 rG1-/f� 1d��Z17 I � 1 'A'l IAVAN AVENUE 1joUTH MINDSOR, CUNN. i1fiUJ4 / I / AREA (,'.)DE GD ZONE 1.out'll\ II. 2t0!tl !tF•.: \+rrtllern !Iilfrt t/Oxµ SQ,(\ f �Ll/ 1 1540 SULLIVAN AVENUE • SOUTH WINDSOR, C.ONN 066 4 AREA CODE 660 / 644-2511 November 15, 1(199 Certified 4P4622498033 Fuss & O'Neil Inc. Attn: Mr. Jay Gilles 146 Hari ford Road Nlanchemer, CT 060-10-39-11 rat.:'• iigO_ti;kp t\l(lt-0,Prn Bills 11. '1'Jrvel Stores T I a I l ilu[, .t t 1r lt:! .1_tt!1. II \ at it7 cu li n1'`'tt u� 7. ! liar lr� 1 i, _(l.l , ,at. _, year VIr. tilt' `ti: / / ttitleti ' tiu! Iu'rn It'll, 1? �i )hic Nfa) - f in;tl I)t ,,v!t7 Ttnrul N/F ! / i l ll l l At the Novernbei- 3, 1999 regular na eting, the Inland Wetlands AA-30 ZONE 1`. ,! { r. ill. ,\ a .11', l ":inlikvIlcut, li:,ialcll h1• l•U,.ti C� O iNcill. hit. . hfanciieswi, t: i . f Ci_' -- CATHOLIC CEME TERIES ASSOC. 1 I _ 1 t (lt , , 1 t „ ( Agency/Coiis(-n'atiori Coallnission approved application # a.. 7 f ARCHDIOCESE OF HARTFORD I ! `� �, I (,.1 ,1 t' 1:: I �ti. ` fat, t1 -, .: 1, re',:`:e(l 11)'l 11 ';, ltt'_ t/I t, :1nd i I%15J)) and tiuhjeci , . . / r„ ; •I Northern Hills 11, Target Stoics - Iiv A%C C permit for the constntctian of 120,000 square foot retail f It :lit~- p, rking area, stormwater structures, / I It �n;lit:ti .,l l,r,•�,!(tli tli� 1't;�`.n l ll;incertn�' [)� artnlenl. and associated improv6nents <3 1 1 acres .oca.t(-d on the norther) Sidi of Bucklalzd Hills R,�ad and cl.ste of T3lrciclallil Road, G17 Lobe (Assessor's 1t,U i) Q. ll 1't,:-: ,rr„.nil io th,f'ot in thE' �i,11r1WlilC7 I ;!! it ..ulf( `i i (: t era C C('i111e 11(3 t1 v' t Itli,t it 1O 7ilr 'C + I vY,-,a 1.. �r— \i � 1'• aI'1:� al all�.l tti:l.'elllalil (+1 lilt: 1 iP.ItaI1 act,' t_' C. 11 111 Ct" �'l t:.l t,ttt'!; (� , �� ( 1S --r x. v r ua.� r11�N: •--•-- - �--=- -p /►, I !Jh ,C'.%t'r ll1b.' 1i,11 1)C.'ll i}1`vIL'Il�ll .fiaf 1111111'Lti'al i 1 11iC 1 cart fi ,t;?I't, allO 11,y>C',ll U1)UIl (iP' Riivr n (: mdit1_Oi1:_: / r .' : • i !!!, Il st:al l (hat saki sallilar,, S*ov tr fine ',tits instalk-d in :,uhslam1,11 / 1' 1.?Icr!1 l'I;iC; f)r."•'li)!lal} apprm,(.-d h•l tilt' �lliilUCt!) ;it1:: 111:'Crllle :lli I ioo 1, t t 1' 1. One hlueprllnt copy (3 the ent.irr.. set of �[+�ns and this letter j.`,•I tlt!..Is,+ ,1',+]'. !„ VI .IcT,,'I••,; 1'` c •tIi(' �.,� a .,. „� „U i. 1' 1.1 ,tt Ll l ti.t[t ;Ch t 1 t«t tc 1l . n t;l,l T._ t t, tilt St 'Cr;un 1..,,i.ti!n' reproduce;(. there011, I C be SUbIT1ltCCd n t}.15 COiI:rniSSiOri, This I i GD ZO E ' \ / must be coinplmcd, %vithili '3�vs of approval prior to and cons,,ruction activity un the site. `Pla cis submitted to Planning & z"'11 '1- C-nir:.'_ssi it-: `:'')fill I�t�' cCrlsldere(f hnving met this rFf1,Are IT:CI1t. � i 1 'ss the Town of ! / N/F WILLIAM ELECTRIC, INC. ' N/F / 2. The ;:lpplii�ati�r�sra,l 'lIn(it:mnifv- and ),old h�ir.n e. STATE OF CONNECTICUT / / DEPT.TA OF TRANSPORTATION / ! 3 / /F WILLIAM J. KRAWSKI N/F AN MARC JACQUES j S011tl��i�t'f%�St)r �3 t]ir:`;t sin- liElbilit1•', vv'-hii1i might result from tnc- Il1 Tt' llI. H C l I t •I 1! II III d c �r•it�(-3n or tl5e 3 � r M [ w, N/F oN „fir..:..,,,,,,. DRI`�O ^Ati ADELINE P. URSO o BASIN '� "\ '• y N /F CATHOLIC CEMETERIES ASSOC. ,b ARCHDIOCESE OF HARTFORD t♦ 'i • GD ZONE 3 r w 1 GAF�DtN CENTER ; I „ i SMITH STREET TMARY A. I I I VARRICK N/F i ! MICHELL M. I t ci nunry I I \ N F ...,� \MICHELL M. SLOWICK RR ZONE t MP N/F ✓ GURRIE A. & BARBARA R. FANDOZZI t tP - ti� B3 ZONE M N/F '^ DOWN EASAT ASSOC. LT. PART. \�DETEN'nON I ASIN 2 Q �^ PROPOSED 1 BUILDING 1 CUD ZONE � j i t •� D 1� I NOM � OEp 0 N/F HOME DEPOT USA, INC. ZONING DATA GD ZONE SOUTH WINDSOR REQUIRED PROPOSED MINIMUM LOT AREA 3 AC 35.77 AC MINIMUM LOT WIDTH 200 FT 1,301.76 FT MINIMUM LOT DEPTH 200 FT 2,200 FT f MINIMUM FRONT YARD 65 FT 1200 FT MINIMUM REAR YARD 10 FT 75 FT f MINIMUM SIDE YARD 25 FT 25 FT MAXIMUM STORIES 2 STY 1 STY MAXIMUM HEIGHT 30 FT 30 FT MAXIMUM LOT COVERAGE N/A N/A MAXIMUM IMPERIOUS COVERAGE 60 % * 50% * 5% BONUS (5% CONSOLIDATED PARCELS PERMITTED BY ZONING REGULATION 5.8.5 a = 65% ALLOWED) i, . i `�:tIC! t' 1i7,ltis'•I1 ( Iltl+`' •111113t1h1t, � 3. The perinit is valid for five yt ars and shah expire on November 3, TI i'i7 /'� 911r•,.:t rt 11z the 1"n{1(-,\:\.Ii::r(S1.`a:3o:cantls► reslDonSibility totrack - ,� i t C'.hlJlrcltlUll dates :-i11C1 nC)11it' the Corns issioI1 of a renewal request at AA— 0 ZONE .• . f 1,inh,'�� (i Illt, dn. J t . u �'laua.,. N1icli'l 1 .I (Jaivkk, Dine:Or (it I'u(\ii� \' / Ic ast 65 duvs prior to rxPiration. L.T'1 N Town Eaginloci _ rov8ls required must be obtained and submitted rior ro Clnv +R,1 irt'i:, F�nnarh Uir.v'ttlr OI t't:1!uti tt' / ,case\P �•. All p�1 C] p _ L,- �`` a('l,vi'� ontfle site. PNc�ES0R /� ,8Q PSsec\P�� 5. A (-(intact p--i-son ;lzitll be identified on, tht- plans. -.1 N�SI�R \ MPNc 6. A hoed in thc' aniouint of $25.000.00 be submitted to the Planning Z,olling Corrimission to ensure c omptiiincc, with the Erosion and t SrC11111 Iit�itioli C:orltrf,i Measures. Colisc°rcratvin e<isrnie nt shall Tyr. granted tO the 'To«'n of Soutl-. Windsor prior to i1;St1i-lrce of a 1_)Uilding permit. The boundaries of N\�\S Lihich girt, rfE'.relic-c-d un tl;e map entitled Proposed Corlser-vatlor F_ iserve-ril, P(3r1(i it Rcd Rock. dated 10/ 28/99, Sheet # 1 Of 1• `� ?�. Th(:! conservation easement agrc:ernen,, language to be reviewed and ` � ' �� Lt C/L%i�tClt�tifL approved b%. the Town Att,wnc-v and Inland Wetlands Co n,,erv�al.iorl _ !ti: C�(3rIIri11SS1Gt1, 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074.2736 sQ-So* corn AREA CODE 860/644-2511 FAX860/644-3781 C). Tilt- tipl)ti( giant it) provide harr.er plan ings (blackberry) along the ;ot ,hem piopertti:a(),lndar'v' and �-sc;ruvv sufficient for installation of a f(°n(:(' subst,intial enough t(: prohibit human traffic onto the t,asf.ment areli from Inc South' January 19. 2000 10. Erosion and se dim(.'ntation control inspe,_-t1on5 will be done; by au indePcncicrit parfv hired hN- tht., appiicaril veilh a report to the To%n on a weekly basis. Nortltetti Hills, LLC 11. MititLeation stIaLcmcrit subin-Atc:(i Lv thc applicant which will cover John Finguerra t}zr: ioll()vv ing: 1109 Rose Lane • 11itbitat plantings in thc• upland review area .v'lhich arc. adjaccl-it Virginia Beach, VA 23451 to the wetlands. i r,•i .r�t,,. rin[r th, a.4•ictir�i� Ur,riil ri ct )tn `t.t,rnivicinr, )�„rh 11�� 1...11E 1A 1111J4111,^ a11,. .-.11J llll� 1 llll l�.J aCl\_ VK✓\,11Y1115..11 `, lt.11 L111 Re: Appl # 99-58P, Northern hills, LLC (Target), review of architectural elevations • i'1[( nt to (ice(, " port'o'n of the property to the Town upon final and site plan :jp','(_oral oI the rw. sed sirl)clivision. The bo mdaries of which will be submitted to the �l-O\' n fa )r rev ievv prior to the issilance (if B Dear Mr. Fingut:rra: btllldin_-) permit. We are pleased to advise you that the Planning and Zoning Commission, at. its I/I1/00 R(: mop al of metal (le.bris from the conservation easement. meeting, voted to approve a modification to the wording of item #19 of the 12!3/99 • Limits of the e t: cineni shall be monurac:rztcd according I() approval letter. This new wording was submitted by Target at the 1/11/00 meeting and st:('ticin 121.2 d of tll(- Inland Wel.lands Watercourse and ., .,......a,,l z.�.a..:.1, ('fills' r:rsltion Rc "'tlintinns. llrlriitintl.alf� periniete.r-, shsi!1 he' IS aeiat.><tc�z ire;i�w'rut. .-a--` - _-.___ ' nl,irlied with alurninum boulidary alai kern of a t\ pc- and location Plan revisions in response to approval modifications Inns. 12, 14. 21, 25, 28 and 29 of ;1(. . rrliiTied l -, rllt• Town. the 12/3!99, approval letter were also accepted by the Commission. Approval of the application shall not he construed as a determination by the Planning & Zoning Commission or the Town of South Windsor that title to the premises described in the application is held as represented in the application. No finding is made with respect to the applicant's title to such premises, other than that the applicant has an interest in the premises sufficient to Fallow it to apply for the approval. The applicant shall assullne all risks of adverse claims to the premises by other persons, is encouraged to obtain its own legal counsel with respect to whether any colorable claims exist ochave any merit, and ,r ..i...sa. shall not rely upon the approval or upon any communications to�the'Ianning &Zoning Commission or the Town of South Windsoi in reaching a conclusion as to the existence or merit of any such claims, or the Iikelihood of the commencement or favorable determination of any legal proceedings in which such claims may be asserted. 186182 PARKING DATA PARKING REQUIRED=S.F. OF BUILDING x 4.5 SPACES/1,000 S.F. =127,450 S.F. x 4.5 SPACE/1,000 S.F. =574 SPACES PARKING PROVIDED=617 SPACES (4.84 SPACES/1,000 S.F.) Sincerely, C Walter J. Mealy, Chairman Planning and Zoning Commission Attachment cc: Town Engineer Chief BuiIcling Official Assessor Superintendent of Pollution Control Fire Marshal Jay Giles, Fuss & O'Neill vt,ry trul" jv' furs, INLAND \,VETLANDS AGI NCY/ C()NSF.R'v A 7'10N ('0MA1ISS10N' Elizabeth �[,';trr( T,. Chairperson PRVJ. M 1\4 ' GER: JJG o CHIEF DESIGNER: GUM 1{,V4,cir t1' � REVIEWED BY Co cc: Chief 13!_Iild:1l,c; C1fl1t �. a- SURVEY TuU I 1 1.. SITE Norrhovn iili.s i1, l 1 ;(i C :�: STRUCTURAL 0 J r cy- Y o� U :2 REVISION DATE: yi >_ 010 11. 99 Al /4/00 -200 0 200 400 600 Q Y 011 15 99 ^ w L DATUM: H: V: SCALE: 1 = 200 E a- SCALE: 1 = 200 !-.,I,).. .,. 'vA;it.FIVE FAX ?fn:/6.14 3781 CERTIFIED MA11, Dtu_utbci a, 1 t199 Northc-li ! Wit,, LLC !nhil I'irttll:^.iris 1 109 Rose t.anc Dear htr. Futguerra. Re Appi 9v-Sx?, Nult}.ern titJs, i,I.C+.Target) Slu: Plan We are pleased tO advisc you i.')ai the l'iail[ll:d' S:- /.Orin); (,,'t)!iL'r::55;JI1 1'l`l;:d On 11,.','.')`; fitrnd:ficiltions the abiwe Ctle'Cllrfil �1rl;�hcatir,n. fora Sii,� I'llul of rkiveloprlent. 1 Ihjs ;trPfova1 is f(,r Ot a ictaii facility on proveri': located at RI r 1:.5 13;ICk/and Rd., BuCl %id L7 rcv 1)-; Uri 113.4101NTr l)ri I)IdI1S pT:j13r(:d bV Fuss dated >{'2Z 9) as revised 'I11 .,perm al is sail e :+, t1:, fullowi t„ m(nit:ications: i PT:c'r ui �itntnlCl'c'C:_IcI ::%; 3tR •.I:C 1tUik, d rneairnmst tic hcl':l frith Tovvn S!,!` 2. Vt: bu7lJil:g peso:+! .t!1 i, .,;a..>1 until the tir,.tl ;ilc!ara h r.r he !fled is the't,)w:t t :cla . +. 111is application :., suble,:t ; > the co.-iditions ofa:)pri7val ,.: tl+_ i )1ar.•'i We!lan& 4e( i.t Cons<r..i Commis.>>c. , lm!udii7p h^u<; Irr th,' wrown't of s2 i.oi 4. An w-blill" pid!) is rC(ItIw;f1 ;•n(ir 'i ;1131!c ;• r)F i! ( 1 1': 11•' .)t' 'ri t"]nf]!hC . ;)er `, i'^tl h' S. 10 l !)1 rt, 1. jOrltirl•.*,:. 3:nc arc t 'U S1...I It trlc �`i'iltl:r{' 1 :,[ I,jS,•!7, �,,,. i.ttl llit;.r Ail plan, t c,-d ;r the CWd h; talc dr.i (!iopci mu;t filar rile c;amt: 2rtt1 t.:Iihnr.rr<' s'�?atiire )trh;- I South Vi irt(i3Or. �. V P(A approval ! reclu;r�•t q Streel ad:!r:' s ( f the bnildit:g rhu,,t be Nfie'. n on tht !ina: pi.;:'lc lit. 13u icmin _ must n!zct the rcguurtner.ts of Sect tor 10 4 l after iw,laIInon the bufTer a 7.ot .(?;uuatt c-orf %:manse t+,:th the regn7:emer:S of'Scxt)on 10 4, 0w } .,;[ ri n_, \t Ill need to he cnha*iced. 11 FWffet lr mus-, extend tI:•- entire ,ength of the property lint: (i71 conf"mtlancu with Section 10. J. iZ 'nrl,r,tp pi:mtta,l of:nlcnia! parking Iots inust be rt,ort- d;W[S-C vle inchAC a \ WIOV Ot btu:,ic'1_ e 1 ? Cigna,^ m l.;t ca of 1n1 to Scc11, n i'.S.S of the Zoning Regulations. ,4 Tic al,pl:cant must develop ant! implement a maintenance plan addressing mutire collection o, filter a116 outer soha tt•astes deposilcd on the sitc or in the tt etland area. 1= The iiuic: polcs eamiet exceed '25 f.et to height ?nd mast conform to Section 17.20. UUtdonr Lle1,1 It7. 11,C nose IcveIS eInIEted ;ror1 the cite ina;t confotm to Section 17. No outdoor storage kit , Ic , o4 tn\ t} are pc.rrlateti I5 Strcct trees along 11uck!a%J i Ii1i< 1), i • e nius, pIAnted on the applicant's property, .n the eterf th, :. rat: ,-+finer of the propert. 411011 L &4(.N- ,' Hills Dn,e l,as not i7ariwd per,T)issinr. ror Che pIan .irt; ' ruwntenance t,f the lwidscapini;. 19 The Corwnw,1on' ; nppro': al is: conditioned upon, the Tr,,.cn's reriance unor, reprecentat ons ni idt- !+ apnhcai% that they owil the ,rr:'nr7t ,' Ilnoil din the application a ILI that :hey will lint latcrter-- .' r prvptnty nehtc of other. by lisiry the!r properl.y as prop•3,4c•d ui the application. �!) \tl if.'i"LSS Clf�erCCtlT 13 iulWred ''J `,c: granted :o prr,p!; rtres r0 tl,e nJl•Ih Ilt aCCOTdiirlt:C t4'lih Ili:' .. �.;' • subdr,lston plat: ', Pcdesins cuct!i,lt:,ln Tnum he pro%idc:d throui-hcut the site, i.e sidewalks I-mfiin,g store:; and F3u:,niand li , _)rrt'c. 2 ' A h-`.but riockade foul: nirsr be placed at the iop of hil:. it j)ert i0is Cot'cl-a)X Oil iIlc.It•'11:7:i1 lo:s may vans ', bill the tOtd. llrp!-n lous Co4e.nig'e or It K t'TIh'ti SSiC (_ a-r'es prlc', l) `ul7d! 'i ion) : anTK,i eXcat:d m accordance v,;t1i aiC rcquirernents of Scctioll 5.8 -`.:1, b !to ttinhc}at�.d I,arccl.,I ,lid )t) 2 k. Architrcture must be crnanccd .r. nrLak up! he hox' appeart!ice ±o tic in cor; Iormai:ec w11 ` i.8.1 of Bacrl.itic gate'.\ a", mne rc-iitawn- 2 `. The gabwil'.taa 11111st bC rcp;aced'.t:0i a dif!-eiew ictairau,� .:e.: tr di!`.1:•: ! 2h l inal pl.lilc. InC!L'ITl.le 1!'Ca: i il.:rat .:,�ds:.ii'j ' '";j 'i.i c,!1::'T , '1'.' C" i;,+ r'f'h' it-luir rn fol ahprf-t::( .'.. Fi1 nxor-in'! COP.Iri!C'il!S fir 10 . '09 r The 26 sp:�ce utcrIIow pa-knig .lrr,1 ;m; nr { •. cd ir:r\ apd- es nca: ! to the trt:Ck pave:ren' On the ,-lur11,! r1"! 1" rJ£(' of !ht. 44 ilh•;, T !Irn`'.t.r' ,hOuld fit; dMe,11,11cd Lis enlplii\'_t• p:wking B}: ck and'Ahitc transparent MYI us of Shuts42 and 4 w-ith rile a110vc ^,Odif+c;tUoos• :-Meth r with thm: i)hicPrTlt c(Ttcs lit tilt: (-ri'la! SCt of pains must be SLbi+11"C'd 1,) this t'Ontm—,A:(1rl t"Itl'il'l Y'. ddvS to he sr : allil signed. I he :erter� of approvdi of tilts Cain -mission as tt ell as the Iniand Wetlands ,-,gene) Conse^..,i •;' C'onhrnts,ron must he .proclu, ^d on the in?Tars. 4 flrr tilt• mvl �-� )lyt•.. i;e,. , i h t,_, r ' • w. 9iE,rit:u i tuc �vn,:iiS:vvil, irl . ` i -r L' .a. (Ill_. Totvri Clerk. After filing these plans, a copy of the receipt must Sincerely, `fit: c. �� C � ..�•,�: 1 / ' L/' ` iv ilttCl J. IVI:1L1}`, ('ildl 'riot) Pisnnmg and Zoning C;t,nui isslon cc 1ow•n Fnyincer Chid Building oincial Assessor Superintendent of Pollution Contr, Fire Marsha! Jay Glies, Fuss & 0,.; NOT RELEASED FOR CONSTRUCTION -- FU% & ME LL INC.Cons it+�iarg Engineers DATE O 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 (203) 646-2469 NORTHERN HILLS II KEY MAP FINAL DEVELOPMENT PLAN BUCKLAND ROAD SOUTH WINDSOR, CONNECTICUT JOB NUMBED PHASE DATE I SHEET No. 2 99-402.A10 3 8/27/99 CR_ 7,3p 3 Delro 8P9 p� jun_ p9 006,. 65.49' / m D C � NE Ig Ktio 103 -- _ N?1151u'E 704 sr8. , - 2041 62 Nab - o 0 _ NiF w/�vq �� kRq wsk� BORING LEGEND - 1 SOIL, BORING SAMPLFD 1 /99,2/99,&10 /99 SOUTH WINDSOR RMANC- - - N/F THEM MALL AT BUCKLAND HILLS PARTNERSHIP MAN CH ESTER N/F THE MALL AT BUCKLAND HILLS PARTNERSHIP 3s12s' ({+EtD) _ -- -- -- -- -- -- ------ ------ _ NOT RELEASED FOR CONSTRUCTION EXIST. SIGNAL PROJ. MANAGER: -- - - --- -------------- --- — - — -- — — , ADJUST PHASING v - CHI F ;] Ts ----- -- -- — b. ems, --- ------ -- MALL RC88>94 j S � a De�to 2g pp ' ENTRANCE E DESIGNER. r FM & �L MCC�a�� mem ' o � .i 0 REVIEWED BY DATE 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 SURVEY (860) 646-2469 _ --- -- - -- -- - -� - - _ a SITE -- STRUCTURAL __ __ __ __ __ __ __ __ -- w w NORTHERN HILLS II �jo EXISTING TOPOGRAPHIC PLAN APPLICANT REVISION DATE: FINAL DEVELOPMENT PLAN NORTHERN HILLS LLC A 10/11 /99 0 1 /4/00 A� —40 0 40 80 120 1109 ROSE LANE Q w ® BUCKLAND ROAD SOUTH WINDSOR CONNECTICUT VIRGINIA BEACH, VA. 23451 w .. DATUM: H: NAD83 V- NAD83 JOB NUMBER PHASE DATE SCALE: 1" = 40' TEL. N0. (804)422-5566 -i SCALE: 1 =40 99-402.A' 3 8/27/99 S H E ET NO. 3 Ni '. : •. ` � //�/ `has A"i- W n 162 / w 07, 34' 141� Ik2s 11i?3 39, / • �1c ems. eta, J `�'0 i Al J ! , , D, 38,` W41�i wc, 3 s 4 %Clg ki16 ' (L CONSTRUCT PARKING LOT ? ', WITH GRASS PAVERS 11 I cu 'I Sol I _ I 52 1 I I I Ai Ikki kRq wski ti\ / s 4 i i i I I till RW I I ��� . el I I I I ! I I! 1 I 161 .� CFI I' ' C S W T I ( , �, 1 i I 1 I ( I ;Q� 25' ( 2I I t 4'I J 11 41 �- i i LEGEhID PEDESTRIAN CROSSWALK, Ir'<I 12" WIDE WHITE STRIPE i HANDICAP STALL SPACED AT 18" ey DOUBLE YELLOW' CENTER LINE CC CONC. CURB (TYP. EXCEPT AS NOTED OTHFRWISF) OC TRANSITION CONCRETE CURB OMR METAL BEAM RAIL (FACE) (EA END ANCHORAGE SS RI-1(1) - 24" x 24" "STOP" SIGN DOT I NO. 31-001 AND 12" WHITE STOP BAR PYLON SIGN SW CONCRETE SIDEWALK ROW RETAINING WALL - CONC. MODULAR UNITS TR TIMBER GUIDE RAIL \ i LP - LIGHT POLE, SEE LIGHTING PLAN rrctvlOuSL'r Hrrnvvtu ur_urDEVELOPMENT (CI_� CONTRACT LIMIT LINE (WORK PERFORMED NEAR \� THIS LINE SHOULD BE CO-ORDINTAED WITH OTHER CONTRACTORS) C�F) 6' HIGH STOCKADE FENCE �\ (SET 2' OFF OF PROPERTY LINE) `N NOTE IRON PINS SHALL BE PLACED AT ALL PROPERTY CORNERS, NI PARKING SPACES 617 TOTAL SPACES (4.84 SPACES PER 1000 S.F. ) � SF °� NSF ✓£ `` qN \ MgRc Jqc •_ T A P r-, F:_ Th Q�ES MODIFIED P97—LL 127 450 S.E.7. �J E" E• — 2 ��. 00 1�� ---END STOCKADE FENCE HERE Pv 0 S 71 10 10 W 44 3. j 1 I �� / / ��- PROPOSE PROPERTY LINE 15 20 ! I I �� (REFER TO `SEPARATE SUB- � _ Gill II Il�ill II�� _ �o� \ �luy DivISiON PLAN FOR COMPLETE DESCRIPTION) A(� -- I i I i �I'ROCK WALL - SLOPE 1:6 (TYP,, GO1� 1. THIS MAP HAS BEEN PREPARED PURSUANT TO THE REGULA)'IONS Pi '' OF CONNECTICUT STATE AGENCIES SECTIONS 20-300b-1 THROUG cfl 20-300b-20 AND THE "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED BY THE CONNECTICUT co �M 1 I I I ASSOCIATION OF LAND SURVEYORS, INC ON SEPTEMBER 26, 1996. o MEET EXISTING I I I I ! I �; THIS TYPE OF SURVEY IS A PROPERTY SURVEY; THE BOUNDARYco " O y TRUCK PAVEMENT ?8 I I I I ✓- DETERMINATION CATEGORY IS A "DEPENDENT RESURVEY"; CLASS OF � O � ' II I I I I CC HANDICAP PARKING (SEE DETAIL) (TYP.) cD TC �Ilitl�i1�111�� � .• i 1 SIDE WALK FLUSH WITH PAVEMENT I ! I 9'i0o i 33.54' , ll----_Tj I I i I I I I TC CC (TYP.) mill - SW o ��` • . •. . Mop, • • � • 00 j2 ,j � �r r- (D •' 4 —► 00 R N o 14• 12' 14' 10'' 14' 14' I ^� lJ — u 24 I I I I 3 R( TYP.) 015 SPACES DESIGNATED v AS EMPLOYEE ONLY M B • o +�ti��,' R W Qo LI M T OF I TRUCK PAVEMEN I I D PS I °3 SOUTH WINDSOR .-- -- -- -- -- -- -- -- -- MANCHESTER:. . .. I�K, , I ►� h ° S „ ?, (r. �c) --n--- STREET LINE , r i HE. MAIL- AlA T BU �L (l S ;t / PROPOSED n, --- N Z • V NOT RELEASED FOR CONSTRUCTION . EXISTSIGNAL Y ' _ - •+- r � PROJ. MANAGER: ADJUST PHASING CHIEF DESIGNER: sQ t o REVIEWED BY DATE m V) _j E 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 I: n 1 CI IL7\/CV /ocn\ cwc wcn v. 1/ SITE - o``" _ STRUCTURAL_ NORTHERN HILLS 11 -- -- - -- -- -- — -- -- w uj- Q V) - PLOT PLAN yam+ -J_�_. -- ----- ----- -- - -- -- -- -- -- --� - I APPLICANT m ? — --- -- REVISION DATE: NORTHERN HILLS LLC w .r Z�' FINAL DEVELOPMENT PLAN 10 11 99 ®1 /4/GO [� -40 0 40 80 120 1109 ROSE LANE a n ©11 /15 /99 � 11 /13/00 ®— BUCKLAND ROAD SOUTH WINDSOR,CONNECTICUT L;L;v.r,, LU Li H. NAD63 V. NAD83 JOB NUMBER PHASE DATE A NTR�►:tr+r- ..n.r r- .9 — 4r.+ Tit mrl /f2(1/li/) �'�—�iFRC. �-�I r �r ��. nn Ann A I n ! - I o /n•7 /nn I `-SHFFT N, J_ 4 MAH t \ ., I i I i \\ t� I f� STORM DRAIN DATA NO. TYPE T.E. !NV, IN INV. OUT 27 "C" CB "C" CB 234.5 225.0(E) 204.0 225.0 200.6 32 208.0 51 "C" CB* 231.8 -- 228.3 52 "C-L" CB 233.5 227.9 227.8 53 DBL.II CB 232.5 226.6 226.5 54 "C-L"DBL.I CB 232.8 226.3 22-6.2_ 55 "C" CB 232.5 225.8 225.8 T 5b "C" �t3 232.y - - 22`9.4 57 57 "C-L."-(�R -- "C-L" CB 233.3 234.0 229.4 _ 231.3 22y. S - 230.7 58 "C-L" CB 234.0 22.5.6 225.5 584 MH 2 54.0 224.8 224 58B MH 226.3 221.1 218.8 W 221.O(SW 60 "C" CB 227.5 223.5 223.4 61 6e "C" CB "C„- CB -- - 2-05.9 LL-7.O 224A(E) 221.5(N) ---- -- 219.5 _ -224.0 - 63 "C" CB 226.8 -- 223.5 63 "C"DBL.II CB 225.6 222.2 222.1 64 "C" CB 222.0 217.7(N j 217.6 218.0(E) 65 "//C" 229.5 - 226.0 65 ((C[B� "c CB LL6.lJ LL I I 2 I9.n 6F, "C!" ('R 220 n ?1 F (1 21 3. 4 1 67 "C" CB 214.5 210.5 204.E 68 "C" CF3 225.7 -- 222.2 68 "C" CR _2_22.4 218.8 '?16.1 69 "C" CB 219.7 215.7 213.8 * TRAP HOOD 1. THIS MAP HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNFCTIC'I,IT STATF AGENCIES SECTIONS 20�-1OOb-1 THROUGH 20-300b-20 AND THE "STANDARDS FOR SURVEYS AND MAPS IN THE STATF OF ('nNNFC.TICUT" AS ADOPTFn RY THE CONNFCTICUT ASSO( IATION OF LAND SURVEYORS, INC. ON SEPTEMBER 761996. THIS TYPE -IF SURVEY IS A PROPERTY SURVEY, THE BOUNDARY DETERMINATION CATEGORY IS A "DEPENDENT RESURVEY". CLASS OF ACCURACY .IS A-2 (HORIZONTAL ACCURACY) \ `♦ LOCATE CURTAIN DRAIN AS \ \\ FIELD CONDITIONSCEGROUNDWATER WARRANT { YJ Cn \ DRAIN L DER \�xI I \ \ \ \ \ \ \ \ ♦ TO INTERCEPT GROUNDWATER INSTALL P,IP-RAPS 10"x8" REDUCER -1 �yyL11 3\\ \�` IN \ \ \ �l' INV. 2�(3 \\\\\ \\\\\\\ \ PAD A OUTLt7 N N \ r,� C) \ W \ N Crtr \\\�1'I /f f Kilg l \ / 10"x8" WY1 I� CV / \J \� \� \' \N \W \\ LAJ J � PD #1:)4 t _ _aft r� ® �tj' ♦ `S ►ttre n/ + \ I / // _/ 128 i_ RCP S-.0� N /-4' PVC SANITARY SEWER T A \ � I �" INV. Z51.5 I /' �� \ I - _ �_ \ \ °Q \ /�/-1000 GALLON GREASE TRAP\,\\\\\\ \\� ♦. .?VC S=n s� J / 4" PVC SANITARY SEWER \ \ Z11 MODIFIED P97-LL 190� ` \ \ \ N \ \ N \ N \ N N \ \\4FO C� \ \ \ \\�- \ N \ N \ N (A �i % LA (rI / 1 ` IU PvL' kuuF ✓ �`\\/// �'_ '`1- -�/ C1,/ 1 �� ? \cT \� \-1 \p \iD O \ \N \c�+ \� ' .' �J �J . r DRAIN L'FADER \INV /4_// v Ll N� -2,36.00 2 11, ,\�v a, \ / \ \., A a \`'' �N \ V \ \ \ �\ , �� \ \ • _ r PROPOSED c. n X I / ♦. i �- cA #69 \ SAN. M.H. N"o - - \\ #67 16 ;.-.�. ' N T- \ w - \\ HyP j NT \ _ ENV 21 \ .. �``�'� 1r•=1- O r, ' r•+ F, 7n of\ 11 C. S7 /t ✓ / . / / _.. ._---.--� _�-^i"-1 \ten I i - I I � - .J. •J /o m. v 1 i 7 /, � .aS,,�"ki M. N ° � I 2_ni _ �_ d p � 1_--�=_---_ �-_'---__. ,� /l \ \ � - �� � �r \ � � \\ / _ _ �" f' VC c- c- � n J ✓ "-` `'rr\�l/ u� Imo, / \ AraITARY ,C�tiCI / �F, ^T,46`p - - - '-- 1- i% \ //i� /'%\ _4" NVG INV. 232.5 J I f '! Y - - - Tom- --._ - - J _ \ ^00' 0� y ?^�'-r,' PvC SAN. _=3.00 e -3�' C SAN. =3,007 c. / 1J6 B _' \ j 1 \ CL EC METER 1 * S= ° \\ 2103'-6' PVC SAN. S=3.00%. / 0.5q / < \ tl' FIkE ,tkvl 3' DOMESTIC TER SAN M.H. ,SAN, M.H. ))11 \� � (CONNECTS TO LOW�'S 5-YSTEM) TF. 217.7 � ' I / \\ TF 233.0 1 � l \� �\� x CAS METER INV. 210.3 INV. «6 . I: i i (1' Lip v \�\GATE C TAIN GRAIN AS \� I�\� F IELLI ;_ VNUI N WAFtPAN 1 TO INTERCEPT ROUNDWATER 8_ DIP WATER_ � - � ti �� V/ ---- - - _-----=-=- v_-: -_ MY KNOWLEDGE AND BELIFF SO0NF�Z V, SUBSTANTIALLY #53 % / W \ ,U 234 ORRECT AS NOTE HEREON �i,,i�'�R�r-cT�s. w \,G\ 2a / ~��� 239'_ di, :4_r..Lc �.-�ai'1l`"� Al 4 ` �� _' ,_ it \ �Ya_ Y21?`T \NS T y rn LAWRENCE R. GE I 'SLER, ,IR NO 12327 rr,t _ _ ELLS , Ftlt �� 5 233 m - - _ -_ -- -- --- - - - - - THIS MAP I, NOT VALID WITHUl1�u j�2t:j��/ SIGNAIURL - _- as rJ4, t �q�,t I-�[} f �.1 - - - - \ - - -- - - -- - -- -- - -- - - -\ --- - \--- - �6 p AND EMBOSSED SEAL OF THE LICE'ICf9t±AANPJ.'A VD SURVEYOR htr°s SOUTH VYI N S V ft \ I ---- - -- - - - - - --- - --- - - / / WH�_,SE NAME AND FEGISTRATI �N NUMBER APPEARS A60vF. z.?iiiiiiii t all - _ - -- - j -,;'°' M A N C H E S T E R _ _ _I - �. --_lio---- c -I,. - Alt _..---- NOT RELEASED FOR CONSTRUCTION --� / EXI T. SIGNAL - �� - - - PROJ. MANAGER: -- t�---------- --- - --- ---- ---- - - - - AU U8I NHA51NG n CHIEF DESIGNER: FUSS & ONBIL+ NC Constatoy Emineers h REVIEWED BY DATE 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 �-- f SURVEY (aso) 646-2469 - tcl. SITE � y - -- -A f - "k� °wt STRUCTURAL NORTHERN HILLS 11 i . •-_-i�--------_-- -- - �.__ _+N-- _._ �- Mkt - - _�- - ----- - - - - - - U � - ----- - - TOPOGRAPHIC MAP APPLICANT mIW REVISION DATE: FINAL DEVELOPMENT PLAN NORTHERN HILLS LLC Q � 1(� 1 1 /99 1 1 /15/99 �1 /10/00 -40 0 40 _ 80 120 1109 ROSE LANE Q ©1U 21 99 A\ 1/4/00 ® BUCKLAND ROAD SOUTH WINDSOR CONNECIICUT VIRGINIA BEACH, VA. 23451 tO DATUM: H: N_ AD8_3_ V: N_A_D83_ JOR Nt1MRFR PHASE nATF SHEET NO. 5 MAI � ENTRANCE SCALE: 1" = 40' TEL. NO. (804)422-5566 SCALE: - 1 =40r - 99-402.A10 3 8/27/99 I GENERAL NOTES (1) THE DEVELOPER/CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY LOCAL AND STATE APPROVALS AND/OR PERMIT PRIOR TO of ol / THE BEGINNING ANY SITE IMPROVEMENTS/CONSTRUCTION / ` (2) THE DEVELOPER/CONTRACTOR SHALL CONFORM TO ALL REQUIREMENTS OF \ \� THE LOCAL AND STATE AGENUIES / (3) THE LOCATION OF ALL UTILITIES SHOWN HEREON IS BASED ON THE BFST /V/F Cf AVAILABLE DATA. THE LOCATIONS ARE �APPROXIMATE AND ALL UTILITIES \ W/ MAY NOT BE SHOWN. PRIOR TO BEGINNING ANY CONSTRUCTION, STRUCTION, THE � f TIEVELOPFR/CONTRACTOR NAIL BE RESPONSIIBLE TO NOTIFY "CALL BEFORE // �// / \�\\ �tii ✓ k A GYOU ROGRO DIG" AT I-800-922-4455 AND HAVE ALL UTILITIES MARKED ON THE GROUND R wJK/ (4) SITE TO BE GRADED SMOOTHLY AND EVENLY IN ACCORDANCE WITH THE PROPOSED CONTOURS AND SPOT GRADE ELEVATIONS. CONTRACTOR IS FESPON31BLE FOR INSURING A POSITIVE DRAiNAGE FLOW TO ALL CATCH BASINS WITHOUT CREATING ANY FLAT SPOTS THAT WILL RESULT IN / STANDING WATER //. U\/ / n�i N \\\ (5) THE SITE CONTRACTOR SHALL COORDINATE GAS, ELECTRIC, TELEPHONE \ AND CABLE NATO THE UTILITY COMPANIES AND BUILDING CONTRACTOR �° sr o AS TO UNDERGROUND LOCATION AND CONNECTION POINT AT REAR � T \\\\ OF THE BUILDING. e OF �\ (6)THE CONTRACTOR MUST VERIY EXISTING SAN. OR STORM OUTLET ELEVATION 3R `♦ PRIOR TO THE INSTALLATION OF THE SYSTEM ANY SIGNIFICANT DIFFFRFNCE 0 / \ ELEVATION TO S R PRIOR IN TH[ OUTLET E��VAT,ON MUST BE REPORTED THE SITE ENCINEE.. OR TO INSTALLATION. CONRRN THAT CROSSING UTILITIES DO NOT CONFLICT. \ g//// /��/ %12 �c, \\` (7, THIS PLAN IS N^T FOR "ONSTP.UCTION OF UTILITIES, SEE UTIUTY PLAN. \ 1 ��\ I (B) THE CONTRACTOR MUST VERIY EXISTING SAN OR STORM OUTLET ELEVATION `^♦ \�//\/ \\\ •\b /J ?I i\1` �G _�\` FIHL N THE ORS >H LL BE OF \\\\\\\ \ ♦\ �\ J (9) 1HE CONTRACTOR SHALL BE kESPONSi(jLE FOR DAM TGE TO U/G UTILITIES\ \ # WHEN INSTALLING LIGHT POLES, POSTS, BOLLAPOS, ETC. k� 2s�• /�/ wL7 \� ,/��`/\\\/\ s�; \�� � / GN DETAILS AND CALCULATIONS OF THE WALL AND SLOPE SYSTEM / j/� �� \\\\ \\ ♦, SH BE PROVIDED BY THE MANUFACTURER, PLANS TO BE SIGNED AND SEALED / `// I \ �1>1ISTAL ON MUST BE INSPECTED BY A PROFESSOINAL ENGINEER OUAUFIED c� / INSTALL RIP -AP ry �� � rt� / � FOR TH TALLATiON. FAD AT DUET \o / �rL� DRAIN LEADER 1:1 ROCK LOPE63A / I 11, �� ��� N� y rye/ ^JO \ ��`,�' h 2,3 , i r= \\\\\ \\\\`1♦ Oq \ i• 58B 300'- 8" RCP 41 � 58 S Ynt � CP = 14 - - _ - _-. 1.3 29; � - - ` Ir �/ / \ INSTALL RIP -RAP > - V�lo PAD AT OUTLET cv/ i 10" PVC ROOF DRAIN LEADER iN'V 230.7 #57�,z - 10" PVC�OF - i I I / \ �� ' ►� �P _r ' EROSION CONTROL NOTES ANTICIPATED BEGINNING OF SITE WORK, JANUARY 2000. ANTICIPATED END OF SITE PORTION OF PROJECT, Of' APPROXIMATELY ONE YEAR. SOIL DATA A PRECONSTRUCTION MEETING WITH THE TOWN ENGINEERING DIVISION IS REQUIRED BEFORE THE START OF /i / i� ♦ ANY CONSTRUCTION ACTIVITY. �• T (� iz i EROSION CONTROL SEQUENCE ' 1 NgB NARRAGANSETT STONY' SILT LOAM, 3 TO 8% SLOPE 1. INSTALL ANTI -TRACKING APRON. t ♦ . F 2. INSTALL SILT FENCE, INCLUDING DOUBLE ROW OF SILT FENCE AT WETLANDS. ♦ ♦ NgC NARRAGANSETT STONY' SILT LOAM, 8 TO 15% SLOPE '3. 4. BEGIN FORMATION RUB. ` o'` `� �'3 ♦ ♦ ° :. ``�., k 0 ON OF TEMPORARY SEDIMENTATION POND AND DIVERSION DITCHES. POND AND DITCHES I ♦' �� - Rgls N D NARRAGANSETT STONY' SILT LOAM, 15 TO 257. SLOPE / TO BE FORMED AT EACH STAGE OF FILLING/GRADING. VOLUME OF POND AT EACH STAGE TO BE KEPT �%.. �<v=Z f J I) ` �' ♦ ♦ 1 , k� APPROXIMATELY' THE SAME AS VOLUME SHOWN FOR FINAL POND CONFIGURATION. UNTIL WATER CAN / ! h.. ) I ♦ ( _. Rhh STONE CHECK DAM (TYP.) BE OUTLETTED BY GRAVITY, WATER IS TO BE PUMPED INTO ADJACENT ACCESS ROAD CATCH BASIN r` ` j ♦ ♦ y� `. % _ EROSION CONTROL MAT DEWATERING DEVICE IS TO BE INSTALLED AT ALL STAGES OF TEMPORARY SEDIMENTATION POND. �! Kt ♦, STONE/SAND FILTER BERM TO BE INSTALLED AT FINAL STAGE OF POND. 30� / ± I ♦ ♦ 5. INSTALL CATCH BASINS AND STORM PIPING, PROTECT CATCH BASINS AS REQUIRED BY SOIL AND ♦ f i % \ EROSION CONTROL PLAN. ♦ 6. TEMPORARY SEDIMENTATION POND IS TO BE BACKFILLED AND BROUGHT TO FINAL PARKING AREA "-`' ♦ ' I�""" �' + w �` GRADE AFTER ALL OTHER AREAS ARE AT FINAL GRADE AND READY FOR PAVING. �01 GENERAL NOTES 1. AT ALL TIMES, WATER FROM DISTURBED AREAS IS TO BE CONTAINED ON -SITE AND DIVERTED TO •� / r+ mh ♦ ♦ / TEMPORARY SEDIMENTATION POND. ♦ - -�- \ 2. CLEAR & GRUB AREAS TO BE GRADED. DO NOT GRUB AREAS WHERE GRADING WILL BE DELAYED 30 _ ♦ OR MORE DAYS. 1 / ♦ ♦ 3. CUT SLOPES IN NORTHEAST CORNER OF SITE TO BE MINIMIZED AS LONG AS POSSIBLE. X�ht � ♦ I ��. `� 4 AT NO TIME DURING CONSTRUCTION IS STORM RUNOFF TO BE ALLOWED TO ENTER THE WETLANDS. ♦ ♦ �; 716 ACE EROSION CONTR MAT IN ` i 5. IF DETERMINED NECESSARY BY A CERTIFIED SOILS SCIENTIST, WATER IN THE ' ♦ L AREAS OF 2:1 S E (SEE DETAQ TEMPORARY SEDIMENTATION BASIN SHALL BE TESTED TO DETERMINE IF / S4f♦ j ; 1 f `� TREAMENT WITH CHEMICAL FLOCCULANTS IS REQUIRED. TYPE OF TREATMENT / ♦ AND APPLICATION TO BE DETERMINED BY TEST RESULTS. !R ♦♦ __-______— __.__ —_ \� 6. SILT FENCES SHALL BE INSPECTED REGULARLY AND PROMPTLY REPAIRED OR ♦♦♦ ,� \ REPLACED AS NEEDED. ACCUMULATED SILT SHALL. BE REMOVED WHERE IT o i° l O ♦ ; + REACHES A DEPTH OF 12 INCHES. ' J ♦ / ! �� yti %` 7. WHEN AN AREA TO BE LANDSCAPED REACHES FINAL GRADE, IT SHALL BE air J LOAMED AND SEEDED, OR MULCHED IF FINAL LANDSCAPING IS NOT ♦ ♦ / INSTALLED AT THIS TIME. its I ♦ PROTECT WE11LAND 8 ALL TEMPORARY R E OSION AND SEDIMENT CONTROL DEVICES SHALL BE I 3 ♦ / AREA WITH WUBl E t\`° \ - REMOVED AND COLLECTED SEDIMENT PROPERLY DISPOSED OF WHEN NO ROW OF SILT FENCE ° / r ,1' j ♦ _ LONGER REQUIRED ONLY AFTER CERTIFICATION BY THE ENGINEER OR SOIL I ` / ♦ , i = --- ------_-`- -- —_ --_ "`-J �� ` SCIENTIST. 41 / ✓ INTERIOR * BERMS ARE TO BE FORMED TO PROTECT THE OPEN PARKING I 1 _ _�_ �� / O.�, AREAS WHEN THOSE AREAS ARE TO BE LEFT UNDISTURBED FOR PERIODS r? A MORE THAN THREE DAYS. 41 NgB If ✓/J ♦ w414 ♦ �� •: r / ♦ ♦ +►t lye TE RY DEWATERING ��Kt,s ♦ �` �� ' ''� �, q Mq DEV INV.= 211.0 /� — `♦� _ i; --- --- --- @TARGET �� ! QVES ` Ira 00 `�"� ) ANTI -TRACK APRON • l "NIX ,\- p .• (SEE DETAIL SHEET) MODIFIED P97—LL '� D RAP 140 E S , 14 1271-450 F.F. 236.00 /C PROTECT ALL ATCH BASINS 88 - 12 PVC r `" / WITi-I HAYBAL , SILT FENCE, U/S INV.= t23t7;0 \ \ \0 \ \\ ,� , , \� \\ a* X,' 211.0 AND/OR F1LR FABRIC D/S INV.= f229.1'�, <` (SEE DETAIL SHUT)21 SED. TRAP 23 Aft OA dvx tip,,,, j � " \, �V`�� • •' ` SILT FENCE (TYP.) =-- SEE DETAIL SHEET) TEMPORARY STANDPIPE � / ( i TOP OF PIPE ELEV.= 216 Al ' s rrl Q \ C `rri D D O ` �/ 703 SOUTH WINDS 0 R _- 04 MANCHESTE - _ . _._.-_ w....- iF THE VALL A[ Bt iCKI_ ArsC H!Lt_S PARTNERSH�F _ a NOT RELEASED FOR CONSTRUCTION y EXIST. SIGNAL t -- PROJ. MANAGER: —� ---- -- - - --- --- '� 1 ADJUST PHASING' ,! --- --- rH4irp CESirNEr?• _ f . - l o ;� �r r0 FM &owe., IIvc,c�>� ns� Y`-r ` U 1 r o REVIEWED BY DATE gam' 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 ���• +, n SURVEY —1 _ _ (860) 646-2469 SITE j— ;�, STRUCTURAL — W NORTHERN HILLS II _---_...__ - d - -- - ----- CONSERVATION PLAN APPLICANT m ,,� o REVISION DATE:10,/21 /99 ©1 /4,/00 FINAL DEVELOPMENT PLAN NORTHERN HILLS LLC _ _--- ' Z -40 0 40 80 > 1109 ROSE LANE z w 1 i) 15 99 11 /15/99 BUCKLAND ROAD SOUTH WINDSOR CONNECTICUT VIRGINIA BEACH, VA. 23451 ,l, .. DATUM: H: NAD83 V NAD83_ JOB NUMBER PHASE DATE MALL ENTRANCE SCALE: 1" = 40' TEL. NO. (804)422-5566 � SCAI F. 1 =40 99-402.A10 3 8/27/99 SHEET NO. 6 TOP OF SLOPE Y \ 4" TOPSOIL � �\ SECTION 5,-6, -- ---- ;I SECDON EROSION CONTROL MAT BY NORTH AMERICAN GREEN, TYPE SC150 ON 2:1 SLOPE END MAT AT r- TOE OF SLOPE EROSION CONTROL MATS SITE ENTRANCE DRIVE - A RAILROAD TIE - ANTI -TRACKING SYSTEM 26' MIN, --1 F CAT Rf ,:PP RAFPED GRADE AT BC ATOM OF RARY SEDIMENTATION BASIN 24" C.C.M.P.- RISER PIPE TEMPORARY DEWATERING DEVICE I L.,AN NOTES: MATS SHALL EIE STAPLED TO SLOPE. REFER TO MANUFACTURERS INSTALLATION iNSTRUCT10NS FOR DETAILS OF ;TAPUNG PATTFRN SOIL. TO HOLD FABRIl- XISTING GRADE METAL GRATE .-ILTER FABRC FILTER FABRIC PROTECTION FOR CATCH BASINS i i (TYP) I j I t SECTION A - A ,STEP FABRIC NOTES: 1 MAINTAIN ANTI -TRACKING PAVEMENT IN GOOD CONDITION THROUGH OUT CONSTRUCTION PERIOD. 2. ROADWAY SHALL BE SWEPT DAILY TO REMOVE ANY MATERIAL THAT MAY BE TRACKED ONTO THE PAVEMENT A01 4 ---- ��/ EDGE OF PAVEMENT 2 1 /2" BITUMINOUS CONCRETE CLASS I WITH 2" LIP PLAN ANTI -TRACKING APRON EROSION MAT UGWN 1 -PL TEMPORARY PERF CPP PIPE WRAPPED IN FILTER FABRIC MATCH EXIST. OUTLET PIPE ELEVATION -EROSION MAT SHALL COVER TOP -- WRAP SIDES OF RISER PIPE AND ALL 2:1 SLOPES OF BERM NTH DUPONT TYPAR 3341. 3/8" DIA. HOLES 060' ALL AROUND PIPE -TOP OF BERM STONE TO BOTTOM OF BELL _ ELEV. 218.0 18" _18" 2 140 ,, •, MIN. MIN. - 2- 1 1 - ELEV. 16.0 /2 Al�---BERM- ___ 3/8'1-7-00 - STONE 24" C.C.M.P. _ 1 1/2 - - RISER PIPE IT L 18" OUTLET PIPE TO EXISTING CATCHBASIN I INV. TO BE DETERMINED IN FIELD - 3/ 8" STONE BOTT ELEV -r I PREFABRICATED C.C.M P.,,' � TEE CONNECTION ALL AROUND --CONCRETE BLOCK PLATFORM 61BASE ELEVATION TO BE 6" PIPE O.D. 6" DETERMINED IN FIELD L- TO BE PLACED ON SUITABLE COMPACTED MATERIAL STAND PIPE OUTLET FOR TEMPORARY SEDIMENTATION BASIN FLOW TRENCH CUT_ 6" TO 8" DEEP 6" TO 8" WIDE FILTLP "'BRI! - FOLD FABRIC UP SLOPE 1. SET POSTS AND EXCAVATE A 6" X 6" TRENCH, SET POST DOWNSLOPF WIPE FEr �100' "X4"X5' STAKES DRIVEN INTO GRADE 1?" MIN , E T 8' TO 10" APART, AND CANTED 10' INTO SLOPE ATTACH FILTER FABRIC lip THE WIRE FENCING AND EXTEND IT INTO THE TRENCH 8" ,'nMPA,(''FD BBAICKFILL. WIRE MESH THE POSTS 4. BACKFILL THE TRENCH AND COMPACT THE EXCAVATED SOIL. BOTTOM OF B A DPAINAGEWA'r 1 A . 3o B' .ELEVATION POINTS 'A' SHOULD BE HIGHER THAN POINT 'B' I I PLAN SILT FENCE FINISH BOTTOM a" �4" —I OF SWALE 6" OF 3/8" STONE ON FILTER FABRIC cl DIRECTION VARIES nOF FLOW - 11==III-Ili_-I � n � J SAND FILTER BERM :GRADE AT BOTTOM OF BASIN . NOT TO SCALE SITE DESCRIPTION THE CONSTRUCTION OF APPROXIMATELY 127,450 SF OF BUILDING WITH REQUIRED ACCESS DRIVES, PARKING LOTS, DRAINAGE, DETENTION BASINS, WATER, SEWER, GAS, POWER, LANDSCAPING, EROSION CONTROL AND MISCELLANEOUS WORK TO COMPLETE THE PROJECT AREA OF DISTURBANCE IS APPROXIMATELY 11.8 ACRES IN SOUTH WINDSOR AND 0.3 ACRES IN MANCHESTER. POST CONSTRUCTION STORMWATER MANAGEMENT CONTROL MEASURES INCLUDE CATCH BANNS WITH TRAP HOODS & SUMPS, ENERG r DISSIPATORS, SEDIMENTATION CHAMBERS AND DEBRIS TRAPS AT DETENTION BASINS. THE OWNER SHALL BE RESPONSIBLE FOR MAINTAINING THESE CONTROL DEVICES AND REMOVING SEDIMENT & DEBRIS FROM THEM AT A MINIMUM OF ONCE A YEAR OR AS A REQUIRED FOR UNUSUAL CIRCUMSTANCES. THESE MAINTENANCE PROCEDURES WILL BE UTILIZED TO HELP REDUCE THE TRANSMISSION OF SOLIDS FROM THE SITE. OTHER PROCEDURES INCLUDE, BUT ARE NOT LIMITED TO, SWEEPING OF PARKING AREAS AND THE PROPER USE OF FERTILIZERS. ALL DISTURBED AREAS WILL BE STABILIZED WITH GRASS, LANDSCAPING OR PAVEMENT AS A RESULT, THE PROPOSED VEGETATIVE COVER AND PAVEMENT SHOULD BE SUFFICIENT TO CONTROL EROSION & SEDIMENTATION, IF PROPERLY MAINTAINED 1 EXCAVATE A TRENCH (2)2"X "' STAKES 4" DEEP AND THE OR REBAR EACH BALE TRENCH WIDTH OF A STRAW BALE (WIDTH OF BALE;E" STRAW BALE 1 ►' I' 2 PLACE AND STAKE r ►' STRAW BALES, TWO I I STAKES PER BALE i BINDING WIRE 1 T OR TWINE II II ❑ ❑ ❑ V \\-2-2"X2"X3' STAKES OR REBAR EACH BALE 3 BUTT BALES FIRMLY TOGETHER AND WEDGE LOOSE STRAW BETWEEN BALES TO CREATE A CONTINUOUS BARRIER F BASIN 4 BACKFILL AND COMPACT .0 THE EXCAVATED SOIL AS SHOWN nN THE UPHILL j SIDE OF THE BARRIER O I TO PREVENT PIPING. i � I —COMPACTED BACKFILL STRAW BALE ❑ ❑ ❑ El [1❑ ❑ ❑ I' I I L+ Ii II ❑ EJ ❑ Eli II I I II BOTTOM OF I _ t: �- moo`" -�� DRAINAGE WAY i ;� 1 � f A PLAN SECTION NOTES: 1. HAY BALES SHALL BE MAINTAINED AND/OR REPLACED AS REQUIRED OR AS DIRECTED BY THE ENGINEER. 2 PLACE HAY BALES SUCH THAT TWINE OR BINDING WIRE IS PARALLEL TO THE EXISTING GROUND HAYBALES _'x4 WOODEN STAF.ES DRIVEN MIN. OF 12" INTO THE GROUND WOODEN LATERAL CROSS BRACES AS NEEDED FILTER FABRIC NOTE SILT FENCE SHALL CONFORM TO THE REQUIREMENTS SHOWN ON SILT FENCE DETAIL 6" (MINIMUM) BELOW GRADE SILT FENCE AT CATCH BASINS APPLICANT NORTHERN HILLS, LLC 1109 ROSE LANE VIRGINIA BEACH, VA 23451 TEL. NO. (804)422-5566 A B iLD BE HIGHER AN POINTS "B". EROSION & SEDIMENT CONTROL NOTES 1. EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED PRIOR TO STUMP REMOVAL AND CONSTRUCTION. GRAVEL CONSTRUCTION ENTRANCE WILL BE INSTALLED BEFORE CONSTRUCTION TRAFFIC INTO AND OUT OF PROJECT AREA BEGINS. STABILIZATION OF ALL REGRADED AND SOIL STOCKPILE AREAS WILL BE INITIATED AND MAINTAINED DURING ALL PHASES OF CONSTRUCTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED IN ACCORDANCE WITH STANDARDS AND SPECIFICATIONS OF THE "CONNECTICUT GUIDELINES FOR SOIL EROSION AND WATER CONSERVATION", 1988 OR LATEST EDITION AND TOWN REGULATIONS. ALL EROSION CONTROL MEASURES ARE TO BE MAINTAINED AND UPGRADED AS REQUIRED TO ACHIEVE PROPER SEDIMENT CONTROL DURING CONSTRUCTION 3 ADDITIONAL CONTROL MEASURES WILL BE INSTALLED DURING THE CONSTRUCTION PERIOD, IF DEEMED NECESSARY BY THE OWNER OR AGENTS OF THE TOWN IN ACCORDANCE WITH THE OCTOBER 1, 1993 STATE OF CONNECTICUT GENERAL PERMIT FOR STORMWATER AND DEWATERING WASTE WATER FROM CONNECTICUT ACTIVITIES (CGS 22A-4308) TO NO ADDITIONAL COST TO OWNER. 4. SEDIMENT REMOVED FROM EROSION CONTROL STRUCTURES WILL BE DISPOSED OF IN A MANNER WHICH IS CONSISTENT WITH THE INTENT OF THIS PLAN. ALL HAYBALES OR SILT FENCE RETAINING SEDIMENT OVER 1/2 THEIR HEIGHT SHALL HAVE THE SEDIMENT REMOVED AND ALL DAMAGED EROSION CONTROLS REMOVED AND REPLACED. 5, THE CONTRACTOR WILL BE ASSIGNED THE RESPONSIBILITY FOR IMPLEMENTING THIS EROSION AND SEDIMENT CONTROL PLAN. THIS RESPONSIBILITY INCLUDES THE INSTALLATION AND MAINTENANCE OF CONTROL MEASURES, INFORMING ALL PARTIES ENGAGED ON THE CONSTRUCTION SITE OF THE REQUIREMENTS AND OBJECTIVES OF THE PLAN, AND NOTIFYING THE PROPER TOWN AGENCY OF ANY' TRANSFER OF THIS RESPONSIBILITY. THE OWNER SHALL BE RESPONSIBLE FOR CONVEYING A COPY OF THE EROSION AND SEDIMENT CONTROL PLAN IF THE TITLE TO THE LAND IS TRANSFERRED. 6. THE CONTRACTOR SHALL BE RESPONSIBLE TO CONTROL DUST AND WIND EROSION THROUGHOUT THE LIFE OF HIS CONTRACT, DUST CONTROL SHALL INCLUDE, BUT IS NOT LIMITED TO, SPRINKLING OF WATER ON EXPOSED SOILS AND HAUL ROADS CONTRACTOR SHALL CONTROL DUST TO PREVENT A HAZARD TO TRAFFIC ON ADJACENT ROADWAYS. 7. IF FINAL GRADING IS TO BE DELAYED FOR MORE THAN THIRTY (30) DAYS AFTER LAND DISTURBANCES CEASE, TEMPORARY" VEGETATION OR MULCH SHALL BE USED TO STABILIZE SOILS. 8 HAYBALES SHALL BE USED ONLr AS A TEMPORARY MEASURE WHERE CONTROL MEASURES WILL BE REQUIRED FOR LONGER THAN SIXT r (601 DAYS, FILTER FABRIC SHALL. BE USED 9 WHERE DEWATERING IS NECESSARY, THERE SHALL NOT BE A DISCHARGE DIRECTLY INTO WETLANDS OR WATERCOURSES. PROPER METHODS AND DEVICES SHALL BE UTILIZED TO THE EXTENT PERMITTED BY LAW, SUCH AS PUMPING WATER INTO A TEMPORARY SEDIMENTATION BASIN, PROVIDING SURGE PROTECTION AT THE INLET AND THE OUTLET OF PUMPS. FLOATING THE INTAKE OF THE PUMP, OR OTHER METHODS TO MINIMIZE AND RETAIN THE SUSPENDED SOLIDS. IF A PUMPING OPERATION IS CAUSING TURBIDITY PROBLEMS, SAID OPERATION SHALL CEASE UNTIL SUCH TIME AS FEASIBLE MEANS OF CONTROLLING TURBIDITY ARE DETERMINED AND IMPLEMENTED. THE CONTRACTOR MUST SUBMIT HIS DESIGN ALONG WITH THE LOCATIONS OF THE BASIN ! TO THE TOWN PRIOR TO CONSTRUCTION 10 INSPECTION A CERTIFIED SOIL SCIENTIST OR LICENSED PROFESSIONAL ENGINEER SHALL INSPECT ALL DISTURBED AREAS OF THE CONSTRUCTION ACTIVITY THAT HAVE NOT BEEN FINALLY STABILIZED, STRUCTURAL CONTROL MEASURES, AND LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE AT LEAST ONCE EVERY WEEK AND WITHIN 24 HOURS OF THE END OF A STORM THAT IS 1.0 INCH OR GREATER INSPECTION REPORTS SHALL BE SUBMITTED TO THE OWNER WEEKLY AND TO THE PLANNING & ZONING COMMISSION MONTHLY. WHERE SITES HAVE BEEN FINALLY STABILIZED, SUCH INSPECTION SHALL BE CONDUCTED AT LEAST ONCE EVERY MONTH FOR THREE MONTHS ANY REPAIRS OR DEFICIENCIES FOUND SHALL BE ADDRESSED IMMEDIATELY 11 SFE LANnSCAPE PLAN FOR SEFD MIXTURE PLACED ON 4" MIN. TOPSOIL BALED HAY OR STRAW �0 O )w 040 71 31 O BALES TO BE -- i_j BUTTED TOGETHER PLAN FLOW WEDGE LOOSE STRAW BETWEEN BALES TO CREATE A CONTINUOUS BARRIER ��--- "x2%3' LONG STAKES FILTER FABRIC OR REBARS EACH BALE EXIT GRADE ORS--` OVER GRATE F AVLMLINI I, ivUi " r-FINISH GRADE STAF E IN PAVEMENT) v -` -- 1,-� ALI- BURY TO A DEPTH OF 4" \ ATI-1-1 F'ASIN SECTivN AT I ('MAI PvINT HAYBALES NOT RELEASED FOR CONSTRUCTION v @,� &AS sE �Ep S` � o n X SN 04/ /NF sCs NLz� IACV G � r� C rl o zc- 5CA AC A `C to oo �k ref o 15 P Yp 0 81 SN w yELF Cq WAI sCs E�0 MEgO M/X Ow TC Fit• !Wall TC GT AC.- Rq wski PB .3 �" PLANT LIST CD NO. BOTANICAL NAME COMMON NAME SIZE FP 10 SHADE TREES FRAXINUS PENNA. PATMORE PATMORE SEEDLESS ASH 3-3 1/2" CAL PB 8 PLATANUS A. BLOODGOOD BLOODGOOD LONDON PLANE 3-3 1/2" CAL QR 10 QUERCUS RUBRA NORTHERN RED OAK 3-3 1/2" CAL TC 14 TILIA CORDATA SALEM SALE=M LINDEN 3-3 1/2" CAL GT 14 GLEDITSIA T. SKYLINE SKYLINE HONEYLOCUST 3-3 1/2" CAL ZG 6 ZELKOVA GREEN VASE GREEN VASE ZELKOVA 3-3 1/2" CAL PN 20 EVERGREEN TREES PINUS NIGRA AUSTRIAN PINE 5-6' HT PS 25 PINUS STROBUS EASTERN WHITE PINE 5-6' HT TN 15 THUJA 0. NIGRA ARBORVITAE 5-6' HT FLOWERING TREES AC $ AMELANCHIER CUMULUS CUMULUS SHADBLOW 1 1/2-2" AL CW 8 CRATAEGUS WINTER KING WINTER KING HAWTHORN 1 1/2-2 AL MI 10 MALUS INDIAN MAGIC INDIAN MAGIC CRABAPPLE 1 1/2- CAL PC MS MP 12 7 91 PYRUS C. CHANTICLEER MALUS SNOWDRIFT MALUS PINK SPIRE CHANTICLEER PEAR SNOWDRIFT CRABAPPLE PINKSPIRE CRABAPPLE 1 1/2- CAL 1 1/2-2" CAI. 1 1/2-2" CAL lccl TcNq TC TC 40 SA - FT ZG GT ZG GT ZG GT TC .� 12 PG 9 GT GT 15 PG 39 PG S404 S F/NF NFCF �q ►'YN GT GT I I FP q GT 5 JC 3 PG - v J w F- 120 SA d� ;&Ofi FAM ►i VATo El TARGET MODIFIED P97—LL 127 450 S.F. F. F. = 236.00 60 PR co 8" CLDIP WATER M TOP OF WA7FR PIPE 228.0 MI MI ' •. EROSION CONTROL Ni 86 PINES (TOTAL) FROM LOWE'S DEVELOPMENT CW rw �.p C W - . \% QTFS PLANT LIST CD NO. BOTANICAL NAME COMMON NAME SIZE CA 5 SHRUBS CORNUS ALBA ELEGANTISSIMA VARIGATED DOGWOOD 2-3' HT CS 5 CORNUS SERICEA FLAVIRAMEA YELLOWTWIG DOGWOOD 2-3' HT FS 73 FORSYTHIA SUSPENSA WEEPING FORSYTHIA 2-3' HT IV 5 ILEX VERT. SPARKLEBERRY SPARKLE WINTERBERRY 2-3' HT JC 45 JUNIPERUS C. HETZII GLAUCA BLUE HETZ JUNIPER 18-24" SPD JW 5 JUNIPERUS KAIZUKA JUNIPER TORULOSA 2-3' HT PG 120 POTENTILLA F. GOLD FINGER GOLD POTENTILLA 15-18" SPD RM 6 ROSA MEIKROTAL SCARLET MEIDILAND ROSE 15-18" SPD VM 1 15 VIBERNUM P. T. MARIESI MARIES DOUBLE FILE VIB. 15-18" SPD GROUNDCOVERS SA 160 SEDUM AUTUMN JOY AUTUMN JOY SEDUM QT. POT PR 60 PHLOX SUBULATA RED WINGS RED CREEPING PHLOX QT. POT PW 60 PHLOX SUB. WHITE DELIGHT WHITE CREEPING PHLOX QT. POT FINE LAWN SEED MIX: KENTUCKY BLUEGRASS BLEND (3 VARIETIES MINIMUM) 50% PENNLAWN FINE FESCUE 15% CREEPING RED FESCUE 15% PENNFINE PERENNIAL RYEGRASS 15% WHITE CLOVER 5% SEEDING RATE: 5 POUNDS PER 1000 SQ FT STEEP SLOPE SEED MIX (3:1 TO 1:1): ACHILLEA MILLEFOLIUM WHITE YARROW °�;, - 5% CHRYSANTHEMUM LEUCANTHEMUM OX-EYE DAISY XI:` ;�'rt`'" 10% CENTAUREA CYANUS CORNFLOWER 4 f 10% rlrwnRIlIAI ImTVRIIQ rHIrnRY 'r':?'P<" 1n°% CUSMOS B411 IPINNATU5 COSMOS 1 a d 10% ERAGROSTIS CURVULA WEEPING LOVEGRASS 10% FESTUCA OVINA SHEEP'S FESCUE 20% LINUM PERENNE LEWISII BLUE FLAX 10% LOTUS CORNICULATUS BIRDSFOOT TREFOIL 10% RUDBECKIA HIRTA BLACK-EYED SUSAN 5% SEEDING RATE: 10 POUNDS PER ACRE ELECTRIC METER — GAS METER LANDSCAPE AREA REQUIREMENT SOUTH WINDSOR )F 216,564 S.F. INTERIOR .AREA = 21,656 S.F. REQUIRED 3 S.F. OF INTERIOR LANDSCAPE = 10.1% PROVIDED 120 FS (TOTAL) -8' 0. C. LOCATE CURTAIN DRAIN AS FIELD CONDITION WARRANT TO INTERCEPT GROUNDWATER (SEE DETAIL) ry/F �£ qN MARc Jqc r, ov£s �r r LOCAT t IRTAIN nRAIN AS FIFt ONDITIONS WARRANT TO TERCEPT GROUNDWATER E DETAIL) PC - . ELECTRIC /-35 ���r ®� �c,o 6 RM 5("FP QR QR QR QF, vM �•, sw vM vM I , VM v vM vM 10 VM a , * 7 �' qT FP FP nFP nQR QR BIK P ... JM Fp FP VM p 0 _ . QRBIKEWAX NOT RELEASED FOR CONSTRUCTION - _-_— EXIST. SIGNAL � PROD. MANAGER: r ADJUST PHASING t CHEF DESIGNER: FM OWEI . W.Conna srs °> ,.;-,.. ,..:. o REVIEWED BY DATE .s �, ..,.:, -- •— * fir- -rt ,. cr 146 HARTF O ORD ROAD, MANCHESTER, CONNECTICUT 06040 T SURVEY (860) 646-2469 SITE ,. STRUCTURAL -- `- (F�% I— NORTHERN HILLS II ' - -- --- Lij __ ----- � co I ANnSCAPF Ar I ICjHTINC2 PI AN \ APPLICANT REVISION DATE: G 9 22 99 �10%21/99 1/4/00 FINAL DEVELOPMENT PLAN w NORTHERN HILLS LLC z CO —40 0 40 80 120 1109 ROSE LANE z n a 10/11 /99 L�11 /15/© 99 4/28/00 BUCKLAND ROAD SOUTH WINDSOR CONNECTICUT VIRGINIA BEACH, VA. 23451 w ,. DATUM: H: NAD83 V: NAD83 JOB NUMBER PHASE DATE F� BOTq SCALE: 1" = 40' TEL. NO. (804)422-5566 SCALE: 1 =40 99-402.Ai0 3 8/27/99 SHEET NO. 8 , 4t22 gt-.29 ►- `---- ---w �('� f� V�5CA — — 'f AC AC l AC AC h WWI - � f \ a \ 3 / I P <� I d• fa C i TC TC 0 51V ; 0 �TIC �o — ZG iA C I �r r� TC TC 9 GT N/F w��Clq B_ GT 12 PG ZG ) 1 GT ZG LAIN I L r'.IJ T CD NO. BOTANICAL NAME COMMON NAME SIZE SHADE TREES FP 10 FRAXINUS PENNA. PATMORE PATMORE SEEDLESS ASH 3-3 1/2" CAL PB 8 PLATANUS A. BLOODGOOD BLOODGOOD LONDON PLANE 3-3 1/2" CAL QR 10 QUERCUS RUBRA NORTHERN RED OAK 3-3 1/2" CAL TC 14 TILIA CORDATA SALEM SALEM LINDEN 3-3 1/2" CAL GT 14 GLEDITSIA T. SKYLINE SKYLINE HONEYLOCUST 3-3 1/2- CAL ZG 6 ZELKOVA GREEN VASE GREEN VASE ZELKOVA 3-3 1/2" CAL PN 20 EVERGREEN TREES PINUS NIGRA AUSIRIAN PINE 5-6' HT PS 25 PINUS STROBUS EASTERN WHITE PINE 5-6' HT TN 15 THUJA 0. NIGRA ARBORVITAE 5-6' HT FLOWERING TREES AC 8 AMELANCHIER CUMULUS CUMULUS SHADBLOW 1 1/2-2" CAL CW 8 CRATAEGUS WINTER KING WINTER KING HAWTHORN 1 1/2-2" CAL MI 10 MALUS INDIAN MAGIC INDIA,N MAGIC CRABAPPLE 1 1/2-2" CAL PC 12 PYRUS C. CHANTICLEER CHANTICLEER PEAR 1 1/2-2" CAL MS 7 MALUS SNOWDRIFT SNOWDRIFT CRABAPPLE 1 1/2-2- CAL MP 9 MALUS PINK SPIRE PINK SPIRE CRABAPPLE 1 1 /2 2" CAL i ; i 25 PS ,S J � 40 SA �s - MI PB GT — MI GT FP GT FP GT FP OW GT I FP CUO GT 15 PC 5 JC -� 120 SA- PB 3 PG 5 JC 39 PG P PC �PC w 1 0 J U , 60 PR PROPOSED HYDRANT (TYP. ) V If EROSION CONTROL NOTES LAIV 1 LI / CD NO. BOTANICAL NAME COMMON NAME SIZE SHRUBS 1 CA 5 CORNUS ALBA ELEGANTISSIMA VARIGATED DOGWOOD 2-3' HT CS 5 CORNUS SERICEA FLAVIRAMEA YELLOWTWIG DOGWOOD 2-3' HT FS 73 FORSYTHIA SUSPENSA WEEPING FORSYTHIA 2-3' HT Of IV 5 ILEX VERT. SPARKLEBERRY SPARKLE WINTERBERRY 2-3' HT JC 45 JUNIPERUS C. HETZII GLAUCA BLUE HETZ JUNIPER 18-24" SPD JW 5 JUNIPERUS KAIZUKA JUNIPER TORULOSA 2-3' HT PG 120 POTENTILLA F. GOLD FINGER GOLD POTENTILLA 15-18" SPD RM 6 ROSA MEIKROTAL SCARLET MEIDILAND ROSE 15-18" SPD VM .15 VIBERNUM P. T. MARIESI MARIES DOUBLE FILE VIB. 15-18" SPD SA 160 GROUNDCOVERS SEDUM AUTUMN JOY AUTUMN JOY SEDUM QT. POT PR 60 PHLOX SUBULATA RED WINGS RED CREEPING PHLOX QT. POT PWI 60 PHLOX SUB. WHITE DELIGHT WHITE CREEPING PHLOX QT. POT FINE LAWN SEED MIX: KENTUCKY BLUEGRASS BLEND (3 VARIETIES MINIMUM) 50% PENNLAWN FINE FESCUE 15% ` 59 PINES FROM CREEPING RED FESCUE 15% LOWE'S DEVELOPMENT PENNFINE PERENNIAL RYEGRASS 15% WHITE CLOVER 5% SEEDING RATE: ` 5 POUNDS PER 1000 SQ FT STEEP SLOPE SEED MIX (3:1 TO 1:1): CW ACHILLEA MILLEFOLIUM WHITE YARROW 5% CHRYSANTHEMUM LEUCANTHEMUM OX-EYE DAISY 10% `%` CENTAUREA CYANUS CORNFLOWER 10% CW CICHORIUM INTYBUS CHICORY 10% i! COSMOS BIPINNATUS COSMOS ERAGROSTIS CURVULA WEEPING LOVEGRASS 10% 10% Cw FESTUCA OVINA SHEEP'S FESCUE 20% \ LINUM PERENNE LEWISII BLUE FLAX LOTUS CORNICULATUS BIRDSFOOT TREFOIL 10% 10% �, RUDBECKIA HIRTA BLACK-EYED SUSAN 5% SEEDING RATE: \ 10 POUNDS PER ACRE LANDSCAPE AREA REQUIREMENT \ SOUTH WINDSOR 10% OF 216,564 S.F. INTERIOR AREA = 21,656 S.F. REQUIRED \ 21,876 S.F. OF INTERIOR LANDSCAPE = 10.17o PROVIDED CW 73 FS 8' 0. C. o � JegN �\ Mg)yC ✓q c •TARGET \ �` QUFS MODIFIED P97-LL 17.7,450 S.F. F.F.= 236.00 a �G �y. � I \ GAS Tc ` M P M S� IMP Ms MI ELECTRIC METER----------- ' ° C W ti �. rC...> — • - — �' — -- 3" DOMESTIC WATER ` \ + A r MI 8" FIRE SERVICE — GAS METEP-- i 60 P / 8" CLDIP WATER ` 5 JW > MP MS M Ims MP)miz Al 4 � 9 PG I IW \ ��` // TN •ter \ / ELECTRIC 20PN ' 5 i% ---------------- ------------------- 1,10 IN (D ® 103 SOUTH WINDSOR --I c ®® ,I .�,. - \ VM 104 QR QR toANCHESTER- R M Ov .. QR . cG o p VM 10 VMI ° FP _ VM . E �' VM P VM Fp P M - - F� _ _------- - - —_ — — — - s-- NOT RFI F4�F11 F(1 ((1NICTRI I[`Tlnm - j EXI T. SIGNAL - - — ---; -- PROJ. MANAGER: _ - . �,.. '-------- - AD IUST PHASING � ,�" -.�� CHIEF DESIGNER: --- r o REVIEWED BY DATE V) Q 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 Q) • 1 I i I SURVEY (860) 646-2469 r g a SITE _ STRUCTURAL + NORTHERN HILLS It W LL _ ......5 tz ' LANDSCAPE & LIGHTING PLAN �-�_" __ -- -- -- -- -- -- APPLICANT m REVISION DATE: FINAL DEVELOPMENT PLAN NORTHERN HILLS LLC w z A� 9 %22 99 1 & 10/ 21 /99 A, 1 /4/00 -40 0 40 80 120 1109 ROSE LANE Q Q © 10/11 /99 L•\11 /15/99 BUCKLAND ROAD SOUTH WINDSOR CONNECTICUT VIRGI.NIA BEACH, VA. 23451 w DATUM: H: NAD83 V: NAD83 JOB NUMBER PHASE DATE MALL TRANCE SCALE: 1" = 40' TEL. NO. (804)422-5566 � > SCALE: 1 =40 99-402.A10 3 8/27/99 SHEET NO. 8 T mt 2" 11" 2'-1n 2'- 1 i 2-#4X4 TOP OF ;ONCRETE UNIT RAME ELEVATION IC. BLOCKS OR i" TO 12' JOINTS TO BE NTED FLUSH & FUU CONCRETE OR MASONRY UNITS CONCRETE OR 3T SLUMP OR SLAB JAL) 3500 PSI )F 3/4" CRUSHED 4E NOTLS 1. MINIMUM COVER OVER TOP FRONT FI FVATION SHALL BE 2'-0 WALL THICKNESS SHALL BE SIDE ELEVATION SUFFICIENT TO MEET HS 20 LOADING. 3 WALL THICKMEc< FI'1Q CTRIIrTIIDCC JI \ .J I I.VIi IVI\LJ OVER 10' HIGH IS 12" FOR CONCRETE BLOCK UNITS. INSIDE DIMENSIONS REMAIN THE SAME. 4 ALL PIPES SHALL BE CUT FLUSH WITH INSIDE WALLS. 5 ALL BRICKS SHALL BE CONCRETE. TYPE c )2 CATCH BASIN NOT TO SCALE F RON F ELEVATION -5/8" DIA. HOLES FOR 2-#4 BARS 5'-6" LONG (TYPICAL) c PRECAST CONCRETE UNIT 4" STEEL I BEAM cl S4x9.5 4'-9" LONG PRECAST CONCRETE MASONRY UNITS w Q POURED CONCRETE > OR PRECAST SUMP z� r■u ill! i��'� I , /4,� DETAIL "C" ao SEE D 5'- "A" A" j I 6'-6k w 7'-1 n FRONT ELEVATIOP S4X9.5 3' NOTE: USE C-L GRATE FOR A TYPE C -L DOUBLE k-mp I F r5FAC�111V 114 �. SIDE ELEVATION TYPE C-L" CATCH BASIN _DOUBLE GRATE TYPE I 2 - 5/8" HOLES FOR #4 BARS 7' - 4" LONG 2- #4 BARS PVT CROSS-S -10 " LONG A i • ----PRE CAST CONCRETE II ALL JOINTS TO BE INTED FLUSH & FUJ Z 2 10 ii PRE CAST CONCRETE OR CONCRETE MASONRY UNIT DETAIL "A" a , n ■ SIDE ELEVATION NC)TES: 1. MINIMUM COVER OVER TOP OF PIPE SHALL BE 2'-0". 2. WALL THICKNESS SHALL BE 2 X SUFFICIENT TO MEET HS 20 LOADING. �" �" rmmmr- (TYP.) 3. WALL THICKNESS FOR STRUCTURES OVER 10' HIGH IS 12" FOR C1)NCRETEE BLOCK UNITS. INSIDE DIMENSIONS ork1AIAI TI Ir -ALAr fC E.IVI HA iV 1 flL -,MMr- 4. ALL PIPES SHALL BE CUT FLUSH WITH INSIDE WALLS 5 ALL BRICKS SHALL RF CONCRETF. -TOP OF FRAME APPLIES #3 STIRRUPS ® 9" 3 - #4X4' - 0" LONG ADJUST FRAME --�� ELEVATION WITH CONC. BLOCKS OR \ , BRICKS, 6" TO 12" S-I FELL I- BLAM S4X9.5 3'-6" LONG 8" (MASONRY UNITS) _PRE CAST SUMP OR SLAB (OR EQUAL) 3500 PSI ,__6" OF 3/4" CRUSHED STONE TYPE c" CATCH BASIN DOUBLE GRATE TYPE II NOT TO SCALE SOUTH WINDSOR STANDARDD FRAME AND COVER ADJUST FRAIVII- I v FAIN. WITH CONC. BRICK (6" TO 12" MAX.) 3' 0" STANDARD STEPS A 1 DETAIL "C" (SEE MISCELLANEOUS MANHOLE DETAIL) `r #4 BARS -10" LONG ALL JOINTS TO BE LL-1--�- POINTED FLUSH AND I 1 FULL IIMUM DEPTH UNLESS 4' 0" 0 --CIFICATION ORDERED OTHERWISE, DER TRAVELWAY V— 71/2", PRE CAST CONCRETE OR w DER UNTRAVELED AREAS 0'-3" CONCRETE MASONRY UNIT � C/' 8"� 8 „ I CONCRETE OR BRICK__ I NVERT. 6," O a . a a' 6" OF CRUSHED r a STONE 2 3�n^ • DIA. HOLES FOR BARS 5'-2" LONG (TYP.) 2-#4X4' - 10" LONG OYP . Z�_swptCROSS-SLOpE\ :I ;AST CONCRETE UNIT :EL I -BEAM B" LONG _ JOINTS TO BE INTED FLUSH & FULL 'WZr CvNCPCTE vD W7E MASONRY UNITS l0 13 1'-8 3- 1 -8 3" 11 � ; 31. L. -- 1----- '- I TOP OF FRAME APPLIES I -- 13 STIRRUPS O 9" 3 - #4X4'-0" LONG L3 - �F ADJUST FRAME crr �F ` n cvennu Wrtv CONC. BLOCKS OR, BRICKS 6" TO 12" i I r✓� I I 1..1. 10 13/ 16„ 10 -4 . 8 lArri 1 I • - • a g„ Q„ ` -916 FRONT ELEVATION ;" FOR 2• SESSION SIDE ELEVATION „ FOR 1" DEPRESSION NOTES. 1 1. 1. MINIMUM COVER OVFR TOP OF PIPE NOTE: 3 2 X (TfP) 4 SHALL BE 2'-0- USE C-L. GRATE FOR A TYPE C-L 2 WALL THICKNESS SHALL BE DOUBLE GRATE BASIN SUFFICIENT TO MEET HS 20 LOADINU FINISHED GRADE 3 WALL THICKNESS FOR STRUCTURES cavo a 5 OVER 10' HIGH IS 12" FOR CONCRETE _ " BLOCK UNITS INSIDE DIMENSIONS L� 1 1 REMAIN THE SAME 2' DEPRESSION 4 ' x 2 ' BACK UP STRIP TACK WELDED TD FRA4E 4 ALL PIPES SHALL BE CUT FLUSH WITH 1 1 INSIDE WALLS 1" DEPRESSION AI' x � ' BACK UP STRIP 5 ALL BRICKS SHALL BE CONCRETE TACK WELDED TO FRAME DETAIL "B" TYPE " C" CATCH BASIN DOUBLE GRATE TYPE NOT TO SCALE 1'-66" 1'- ----PRE CAST CCIKIranr IINNT ADJUST FRAME E WITH CONC. BLO BRICKS, 6" TO 1 ALL JOINTS TO BE -POINTED FLUSH & PRE CAST CONCRETE CONCRETE MASONRY N PRE CAST SUMP I SLAB (OR EQUAL) - 6" OF 3/4" CRC 4' STONE NOTES 1 MINIMUM COVER SHALL BE -0". FRONT ELEVATION WALL THICKNESS SHALL BE SIDE ELEVATION SUFFICIENT TO MEET HS 20 LOADINC 3. WALL THICKNESS FOR STRUCTURES OVER 10' HIGH IS 1 FOR CONCRETE BLOCk• UNITS INSIDE DIMENSIONS REMAIN THE SAME. 4. ALL PIPES SHAI-I_ BE (,I, IT FI I I' - WITH INSIDE WALLS. PRE CAST SUMP OR SLAB (OR EQUAL) 3,00 PSI _6- OF 3/4" CRUSHED STONE G 6'-4" DIA. 5 ALL BRICKS SHALL BE CONCRETE NOTES: 1. MINIMUM COVER OVER TOP OF PIPE SHALL TYPE C L" CATCH BASIN BE 2'-0". 2. WALL THICKNESS SHALL BE NOT TO SCALE SUFFICIENT TO MEET HS 20 LOADING. 3. WALL THICKNESS FOR STRUCTURES OVER 10' HIGH IS 12" FOR CONCRETE RI C)(V I INITC, INclnp- nln��nlclnnlc Ll'IVILIY J,`,IY -THE REMAIN SAME NOT RELEASED FOR CONSTRUCTION 4. ALL PIPES SHALL BE CUT FLUSH WITH INSIDE WALLS. PROJ. MANAGER: JJG k MS CHIEF DESIGNER n FM & �ML D C.C�ting Engimers °- RFVI�WF"Fl ..�..� v Rr u I n�r� v� ,L - 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 (203) 646-2469 SU R V E Y STORM MANHOLE � � SI TE ------ STRUCTURAL NORTHERN HILLS, II NOT TO SCALE DETAILS APPLICANT vi -- NORTHERN HILLS, LLC 'I ( FINAL DEVELOPMENT PLAN REVISION DATE 1 109 ROSE LANE Lai 1o/11/99©1 /4/00 IZL VIRGINIA BEACH, VA 23451 < d 11/15/99 AS --- © BUCKLAND ROAD SOUTH WINDSOR, CONNECTICUT TEL. NO. (804)422-5566 ,z a DATUM: H V JOB NUMBER PHASE DATE -' L� a - SCALE. NOT TO SCALE 99-402.A10 3 8/27/99 'SHEET NI: ,. 9 �1)) 1 5/8" O.D. TOP RAIL ATTACH TO THE C.L, FABRIC v/ Nv'ITl1 9 ,-.Al 1/''C VIlrr- -�I If, ,� I'l ., .1 J 17/1vv rll\L l'ul [VERY ��4" l 2 J 1 5/8" O.D. BRACE RAIL FENCES OVER 6 FEET \.-� rF T Hll_H ANL) Ai I FEIy+. F %NiTi44- iiT TiiG PAji 5/16" TRUSS ROD AND TURNBUCKLE (4) INTERMEDIATE POST - FENCE HEIGHT SQUARE POST POUND POST b FEET AND LE55 1 7/8" ?" OVER F FFET ? 1 /4" ATTACH TO C.L. FABRIC WITH CLIPS EVERY 15" END OR CORNER i'OST l� FENCE HEIGHT SQUARE POST ROUND POST i I / L OVER 6 FEET 2 1/2" 3" ( ham} b MAUVE BOO F(,'M I EN51'_)N WIkE ATTACH I (_) FABRIC WITH HOG RING AT 24" C.C. (7 \) TENSION ROD ATTACHED TO END OR CORNER POST 8 1 -,�O" MIN I FN,,TH F)RIVF- AN(:HORc, I)RIVFN THkC)II(;H U FITTINGS AT 90' TO FENCE LINE INTO EARTH AT 45', (Tn RP_ II-,ED IN PLACE F OF CONCRETE FOOTING =FF FOOTING DESIGN NOTE.) L 11J'-IJ" C.C. �yl CONCRETE FORTING 36" DEEP WITH 12" DIA. AT END I -) I ANV I O" u rl P11 I141 LTr-RIVIEVIAI L Tr -"OS -I . I l\ I- CORF IN I INF)ISTI IRBED OR COMPACTFD S(>IL. (SFE „T1, F00 111�1_ DE Sit_ N NOTE) (\10) G GAUGE I ENSiON WIFE WHEN TOP RAIL IS NOT USED. \� UNDER 6 FEET SHALL BE KNUCKLED TOP AND BOTTOM 6 FEET AND OVER SHALL BE KNUCKLED BOTTOM iiiwv TiA .S. —D ON THE TnD RECREATIONAL FENCING, REGARDLESS OF HEIGHT, • f 1 �\flALl f -IC_ FE1V1)1.f1 LI/ I(lr AINI'D R01I 1 L% I VI 12 11 GAUGE 2" WIRE MESH FABRIC (RESIDENTIAL) 9 GAUGE 1 3/4" WIRE MESH FABRIC (RESIDENTIAL) 9 GAUGE 2" WIRE MESH FABRIC (COMMERCIAL) OTHER GAUGE AND MFSH SIZES AVAILABLE (VINYL COATED MESH IS OPTIONAL) NOTES: 1 FOI�OTING DESIGN TO CHECKED BY AN ENGINEER FOR 'AINC) LL/ALIJ IF- .J Lr+I_J MI\ V.JLLI 11 II f VVI\ JVIL CONDITIONS EXItiT STRAIGHT RUNS BETWEEN BRACED POSTS SHALL NOT EXCEED 500 FT. 3 FENCE UE I AIL`- ARE IN I ENUEU AS A (�UIUL ONLY. All FFNC:F MA.TFRIAI S AND CONSTRUCTION MFTHODS SHALL BE APPROVED BY THE ENGINEER AND FENCE MANUFACTURER. MAX. L 1...1.,. MAC.. 1_1 I1n"I DIA. (DIA mMI IV LI IV 1'< r E IV l� E BOTTOM WIDTH PER DESIGN jj FINISHED GRADE %7- 2 2 4"LOAM do SEED 1 I ~ p J\ FERTiLiLER & MULCH < 1I PEP. DEPTH j�\ NEEPJAH MODEL NC ap��a�..-�• En11AI v(v L_ NOTE 12" MODIFIED RIPRAP NOTE: STANDARDS GIVEN FILTER FABRIC SHALL BE NONWOVEN \--18" INTERMEDIATE RIPRAP ARE FOR MIN. REQUIREMENTS. ACTUAL \ CLASS ?. WITH PFRM[TT[VITY 01' \ 36" FOR STANDARD RIPRAP THICKNESS IS TO BE DETE=RMINED BY DESIGN. 0.5 TO 0,1 SEC' AND AOS OF \ \ 0.43 mm TO 0.22mm AND SHALI 6" BANK -RUN GRAVEL BASE (D.O.T. M.02.06 MLET AASHTO M288 96. \ _TYPE "B" GRADATION) FOR MODIFIED AND INTERMEDIATE RIPRAP. \ 12" GRAVEL BASE FOR STANDARD RIPP.AP. FILTER FABRIC (SEE NOTE) M I M M A f'l n l'1"/"N I I Rsrr\mr-- vII!k-,n NOT TO SCALE CAST In/lAl TRAP HOODS SHALL. BE INSTALLED IN ALL CATCH BASINS, WHERE REni 'RED BY TOWN ENGINEER TO SATISFY ENVIRONMENTAL CONCERNS. TRAP-1. HOOD INSTALLATION NOT TO SC;AI F TOP OF CURB - GUT L-� LI IYL / R II ELEVATION r A ____ 6'-0" MIN. 5'- 0" I 5-0- 5'-0' 5'-0' 3/8%1/2" DEEP JOINT-ql 6" 1" GAMP OWN 1/4" a = a co 1 w I � 1 /4" EXPAN. JOINT EVERY 20' 5" CLASS l CONCREIt- I ; I-�- - ----- - ----- 6" GRAVEL BASE - - _�A cPrTlnN! A —A PI AN Vim,. 11 VI C ,nNrPFTF C1f�FWA1 V Amn f`1 I1:?R vvv. .♦� _ � viv � .. �i . _ .v vvr �v FINISHED GRADE —� 1`110T/AN DDAIKI t/V1� 1 1`! 1\ IIV NOT TO SCALE TOOLED_ JOINT_ 1/3 SIDEWALK_ DEPTH EVERY 5' DEPTH VARIES BASED ON WATER LEVEL ENCOUNTERED DURING EXCAVATION 4" PERFORATED PIPE HOLES DOWN APPI ICANT NORTHFRN HII I C 1 1 C 11 U1j RUSE LANE VIRGINIA BEACH, VA ?3451 TEL. NO. (804)422-5566 BASIN PIPE DEPTH TO INVERT VARIES SEED PROFILES I I I I n?. r PROPOCFD RRADF r LANDSCAPING (SEE PLANS) WARNING TAPE - MIN. 12" MAX. 24" ABOVE PIPE APPROVED BACKFILL PLACED AND \_ COMPACTED IN 12" LAYERS (OR AS OTHERWISE APPROVED) NO STONE LARGER THAN 3" SAND BEDDING PLACED AND COMPACTED IN 6" LAYERS NO STIDN" LARGER THAN 1 1 /2'. MATERIAL SHALL MEET D.O.T. M2.05 BLE IVMIIVE MA71RIAL OR DNE BEDDING MATERIAL )N OR IN I_INSI IITARI F :TED BY THE ENGINEER. _ET D.O.T. M.02.1 . ,,., JJ11YV POLYTHYLENE OR CPP PIPE S I UKM UNAIN IRON' I.I-I DETAIL NOT TO Cr A 1 E7 l4 Iv .i 11Y I 11 117 1 IH H T�IrI,I j v v, /3/8' X 4' BEARING BARD L318' X 111/2" END 5/8- ROUND BARS—' TRANSVERSE BAR SLOTTED HOLE FOR INSTALLATION OF X 1 " END �FND MATS OF PORTION OF BAR TO BE REIJONFO _ TTtAWVR4F BAR i 1111 IWWSVEI(St tSAtt � I U J/8* x 4" &EAibNb 8* 5/8' DIA. ROUND BAR NOTES: �- 1 FRAMES AND GRATES SHALL BE STEEL. 2. STEEL FRAMES AND GRATES SHALL BE GALVANIZED 3/8" Y 4' RFARIW' PAR IN AC.('ORF)ANCF WITH M 06 0.3 3. ALL METAL UNITS SUBJECT TO MANUFACTURING TOLERANCES. A 0"IL Y LOW HYDROGEN ELECTRODES SHALL BE USED. 5. DIMEN )IONAI TOLERANCES MAY BE +/- 1/16". 6. WELDiN6 WILL BE PERFORMED IN ACCORDANCE Wi T H THE STANDARD SPECIFICATIONS FOR ROADS, BRIDGES AAI11 IRII 'ILL KI I AI 1'11♦1l 1 U111 • I l-k, nl'u 114UULIVIML %A11VJMVUIIVIV. 7 AIL BARS ;HAI T BF WFt DFD AT ALL INTFR SFCTIONS TYpP- "A" rQ A Tr-- rw-TA II NOT TO SCALE NOT RELEASED FOR CONSTRUCTION OJ. MANAGER: JJG U E J i G iV t t<' F<. M 5 r V OF141UL RIIOC Connatfieng Engineem nFl I RFVIF WD RY I)A TF - _ rto_ -j I 146 HARTFORD ROAD_ MANCMFSTFR h'ON IVF C .Tit-.i 1T OAC)dfl SURVEY `� - _ .. _.. (203) 646-2469v�..... 0_ SI TE STPUCTI IPA! I\IOf\ I HERIN ''ILLS I1 DETAILS C,41U1 I I I I- __ I I ; L-1NIAI r_ CM/r_I /1nAArnl'T nl A►.I 0) HLVISION DATE: I I IIvf1L . VCVCLVt-'IVICIN I L-'L/-\IN 10/11/99 z 11 15 +9 ' I �o � - "AD' SOUTH >i INDSOR, CONNEC I ICUT n 1 \ I♦ /� h 1 Ir'hT'1 /� 1 / i i � ou�rtuiNG RV/iU IDL DATUM: H: V: I JOB NUMBER I PHASE DATE L� a- SCALE: NOT TO SCALE 1 99-402.A10 1 3 8/27/99 I Jh C-E T Iv', i U PIP O.D.+24" OR 3'-0" IN. ROCK PAY LIMIT /--_ BACKFILL PLACED & COMPACTED IN 12" LAYERS FINISHED GRADE LUE WARNING TAPE co �—COMPLETE ENVELOPE OF FILTER FABRIC WITH 12" OVERLAP REQUIRED WHEN CRUSHED STONE IC I ICcn A C DrnnIKI/` II A TCDI A I FILTER r A DDIn U-JLV /',J LJLV VII.IV MMILL\IML. AIL ILR rAohC REOUIRED IN ROCK CUT AS [TIRECTF1) BY ENG N - �- -- BEDDING MATERIAL SHALL BE BANK GRAVEL _ _ (DOT GRADING A), WELL TRADED SAND OR a 3/8" TO 3/4" CRUSHED STONE* PLACED AND 0 a COMPACTED IN 6" LAYERS X J, -- �o a " -- GRAVEL FILL AS DIRECTED BY ENGINEER WHEN _ UNSUITABLE MATERIAL IS ENCOUNTERED CRUSHED STONE SHALL BE USED IN HIGH GROUNDWATER CONDITIONS AS DIRECTED By THE ENGINEER TYPICAL TRENCH SECTION (WATER NOTE "A" ALL MECHANICAL JOINTS WITHIN THESE LIMITS SHALL BE INSTALLED WITH DUCTILE IRON RETAINER GLANDS FITTED WITH CUP POINT, SQUARE HEAD STEEL SET SCREWS. ALL PUSH -ON JOINTS SHALL BE RESTRAINED BY MEANS OF COVERALL PIPE JOINT RESTRAINERS MIN V-6" M A ( 2' 0" SLIDE TYPE VALVE BOX CONCRETE THRUST BLOCK UNDISTURBED EARTH MECHANICAL JOINT ANCHOR TEE �- STANDARD HEAVY DUTY jFRAME AND COVEN' u UNPAVED AREAS ANCHOR FRAME /SIN WITH CLASS A CONCRETE - ADJUST FRAME TO FINAL GRADE W/BRik-I• _ WITH A MIN HEI,,HT ()F 112" MORTAR AND A MAX NEIGH I OF !.' 0 w z 1 It u Z'-0" DIA. - 2 COATS BITIJM;NOI i<: WATERPROOFIUG MAIERIAL O 2 w -------MANHOLE STEPS TO BE CAST IN PRECAST M Y� UNIT DURING MANUrACIURE. w - a - -- - - - - -- - - ------RUBBER "0" RING GASKET ----- OR BUTYL ROPE JOINT `_,EAL (TYP ) Z_ X C• --- SLOPINL• SHELF TO DRAIN 010 --1 —BRICK LINED INVERT (SAN MH ONLY) z z APPROVED SEALED JOINT L L) la0 m �A - 0 F{xDIA n P E x P E. ITUB Z,- I STAINLESS STEEL STRAP . ' • ' . . . ' . . . . ' (SAN. M H ONL e) END OF PIPE SHALL BE CUT ---- FLUSH WITH INSIDE WALL / A BASE TO BE CONTRUCTED ON 4'-0" DIA 8" MIN. CRUSHED STONE BASE (-- -� SECTION BRICK LINED INVERT AND SHELF (BRICK NOT REQUIRED FOR STORI BRICK MASON CLASS A COh SECTION A -A SANITARY SEWER MANHOLE % - 1 /8" "Y" BRANCH i --RUBBER "0" RING /7 GASKET JOINT OR BUTYL RESIN SEALANT (TYPICAL) 1 /8" BEND L r- -- DROP PIPE -- -- - 8" MIN. CONC. THREE SIDES 1 /4" BEND l - - - BEDDING MATERIAL FINISHED GRADE APPROVED MECHANICAL. JOINT FIRE HYDRANT BREAKAWAY FLANGE FINISH GRADE tO (,UKL7 I I -'--CONCRETE COLLAR (CLASS "A") I L :2 12" -' MIN Z 3/4" CRUSHED STONE OR GRAVEL i o KEEP MASONRY BLOCK 6" CLDIP CLEAR OF DRAIN O n+— UNDISTURBED EARTH rk j SOLID MASONRY BLOCKS UNDISTURBED EARTH \6'- ME,_HANICAL JOINT \ RESILIENT WEDGE GATE VALVE — UNDISTURBED EARTH -- ----- SEE NOTE "A.. ----- - MANCHESTER FIRE HYDRANT LEGEND --1 PUSH -ON JOINT NO RESTRAINT _ PUSH -ON JOINT WITH COVERALL FIFE JOINT RESTRAINERS MECHANICAL JOINT WITH RETAINER ,LANDS N 0 1 E A - 27' MIN RESTRAINED LENGTH FROM ALL MECHANICAL JOINTS (MAX OF ONE PIPE JOINT WITHIN THESE: LIMITS) SEE NOTF A � r+--- 1" OR 2" DOMESTIC- SERVICE TYPICAL I WITH DOUBLE STRAP TAPPING SADDLE HYDRANT )�- COVERALL RESTRAINT ON EACH JOINT OF A HYDRANT LEAD HYDRANT TEE: BEND ANY ANGLE \--MAIN LINE GATE VAS ,E - t;ONCRETF T> IR11ST B1. - " \ ONCRETE THRUST BLOCK WATER MAIN JOINT RESTRAINT MANHOLE FRAMES AND COVER SHALL BE OF THE TYPE AND MANUFACTUPER INDICATED BELOW LOCATION TYPE MODEL MANUFACTURER UNPAVED AREAS HEAVY D'JTY WATER TIGHT LA6248-1 EL LeBARBON FOUNDRY CO (I a EASEMENTS) (BOLTED & GASKETED) 1502 C.AMPBELL FOUNDRY u0 6502 LAPERLE FOUNDRY CO PAVED AREA; HEAVY DUTY LA248-1 EL LeBARBON FOUNDRY CO. (I e. STREET, PARKING LOT, ' 1027C CAMPBELL FiAUNDRY CO 2927E LAPERLE F OUNDI< Y CO. • BOLTED SHALL BE 1/2' STAINLESS STEEL -- -- -- �3-3/4 I _ 3/4" I 1 ,4 1 1 1 / 16 P_L4: • r 61` s ♦ rir COVER - SECTION ,I I FRAME - SECTION I COVER - PLAN WATEH MAIN r DEFL r, r ° ° e r � 1 3D MIN PLAN ELBOW — DEFL. LESS THAN 500 PIPE MINIMUM DIA. (INCHES) THRUST BLOCK VOLUME (CUBIC YARDS) - 4 0.25 6 0.25 8 0.25 10 0.25 12 0.375 1 16 1 0.5 L� z v� PLAN — TEE PIPE MINIMUM DIA. (INCHES) THRUST BLOCK VOU IME (CUBIC YARDS) — 4 025 —6 0.25 - lQJ D.LS 10 0 375 — 12 — - 0 375 - 16 _ - 0.5 CLASS "A" CONC. (TYPICAL) I _6D _ MIN. I PLAN ELBOW — DEFL. MORE THAN 500 PIPE MINIMUM DIA (INCHES) THRUST BLOCK VOLUME (CUBIC YARDS) 4 0.25 6 0.25 8 025 10 0,375 12 075 16 i 5—�� c a a a g a a r V i Z a a 1 f5 t CLASS "A" CONC -# (TYPICAL) V - PLAN — CAP PIPE MINIMUM DIA. (INCHES) THRUST BLOCK VoL_I IMF (CUBIC YARDS) 4 025 6 0.375 t0 1 Q 5 05 12 0 75 ----1 16 1.0 CONCRETE THRUST BLOCKS NOTES 1 ) PIPE BEDDING AND COPPER PIPE MUST BE OF SUFFICIENT DEPTH AND AND LENGTH RESPECTIVELY TO ASSURE THAT TOP OF BEDDING AND AIR RELEASE VALVE ARE ABOVE HIGH GROUND WATER LEVEL. 2) GOLDEN ANDERSON 1-AR 1" INLET, 1/2" OUTLET, -3/16" ORIFICE. z A o 40 a SANITAR'r SEWER 1 WATER CROSSING AT SANITARY SEWER AIR RELEASE. VAI VE FINISH GRADE I4— 2'-0" WATER MAI,"1' PLAN CATCH BASIN OR OTHER STRUCTURE CONCRETE UNIT LAWN / STREETS / CROSS-COUNTRY F'Ab'ED AREAS T VPSUIL 36 SUU UR SEEU 4 "',-- I Le 1' a APPROVED GRANULAR NON - ORGANIC BACKFILL MATERIAL PLACED AND COMPACTED IN ONE FOOT (1') (MAX.) LIFTS. I WARNING TAPE PER CONN. GENERAL STATUTE SECTION 16-345, AS AMENDED, PLACED 4 12" (MIN.) TO 24" (MAX.) ABOVE -! I TOP OF PIPE. e e e .-CAMf) RI ARIL FT J/IIVL' UL_nrl1\LI 12" MIN. .__ , PIPE, AS SPECIFIED 1 /2 O.D. PIPE ----- �-3/4" BROKEN TRAPROCK 1 /2 C.D. PIPE b FILIER FABRIC - (SEE NOTE) 6' MIN. O.D. L i PIPE 1 SECTION NOTE, 1. SEE STANDARD DETAIL FOR CLAY STOPS WHERE NFCFSSARY PC VI-46 2. FILTER FABRIC SHALL BE NONWOVEN CLASS 2. WITH PERMITTIVITY OF 0.5 TO 0.1 SEA' AND AOS OF 0.43 TO lI.:), mirI ANU SHALL PIPE _ IN r;R("IJN) WATER MEET AASHTO M288-96 TYPICAL TRENCH SECTION (SEWER' TOWN OF SOUTH WINDSOR MANHOLE FRAME AND COVER COVER SHALL READ "WATER" SET FRAME IN FULL MORTAR BED BACK"FILL WITH APPROVED MATERIAL MANHOLE STEP BRICK UP TO GRADE IF REQUIRED. (TYP ) PRECAST CONICAL MANHOLE SECTION, USE ADDITIONAL MANHOLE RISERS AS REQUIRED PROVIDE CUTOUT ON BOTTOM TO GIVE 1" CLEAR OPENING ALL AROUND MAIN FIrdISHED GRADE — , ----�� -INSULATION BOX - ENCLOSE AIR RELEASE VALVE 1gn I_ % / IN BOX CONSTRUCTED OF RIGID FOAM INSULATION /� �--- 2-90'STREFT ELBOWS TO DIRECT ANY WATER DOWN Q k__ O o /—AIR RELEASE VALVE (SEE NOTE #2) A i-- t" COPPER PIPE (SEE NOTE #t ) 3 1 1" CORPORATION STOP c v 2" INSULATION AROUND WATER MAIN 1 A SET MANHOLE SECTION IN FULL MORTAR BED o° 4 WATER A , a 6" MIN ". MAIN 4 ° o �O Q C oo. • I 6' MIN. 1' ° ° t °. v • , -0" MAX - -- PRECAST CONCRETE MANHOLE SUPPORT 4'0 UNIT (TYP.) MIN CURE 7 DAY-5 SECTION A —A AIR RELEASE VALVE IN MANHOLE No Sc At APPLICANT NORTHERN HILLS, LLC 1109 ROSE LANE VIRGINIA BEACH, VA 23451 NOT RELEASED FOR CONSTRUCTION TEL NO. (804)422--5566 SANITARY SEWER DROP MANHOLE SANITARY SEWER MANHOLES FRAME AND COVER WATER MAIN AT STRUCTURE ATCH IE --S.H B­ E� .EE .s P-Nin r)p- C`nKI1\.Wr.TIrI IT. WATERCOMPANY's SYSTEM 6 N. MH #6'TF 206.8 ON J#V.IN=202,0' SE.CT. �01.9 No. 26'E' SH.r. CUP + 207 ►. I , , y I ..q o.. 4* t. V. ............. _J rjil i I , 1- :I 1 I da yy { t r Q ' �, `7 A N1 0-7 C) 2062 SEC.-TIO N. D .25. SEE' $H. NO' z CL&IPC\" 7 NO. LOSE 0 P.�/6 LLJ 4 B -U I 1L QjN_Q' EA,. 2p 7. 25 0 �N- f 2 �--SA '29 N'- �H 6.75 SECTi�O V. 1 71 207.08- 0. 25 SEE SH, INV., (DU Tz* 19 \ A A 10 o 0) 11 206 206. 20* ?.-2', p ry . 201 SECTN 0��.o -T ION D m i,2 SEE F� ETAININ(� WALL, "'A" SEE EE PLANS WA L; C " E-LEVATICI AND N S S H.'.- 39, TYPICAL' SE CTION .. SH. NO, 38 7 -T 220 ---------- / . .0 p V, rl `9 4�4 / :.'/ j /� -`I 94' SECT _D-FT .L -4 SEE"S :m . . . ! ri 11 1 1 1 1 Iv A _230 '8-,AN. 'WH # V IN= "V.j 53- , INV, v Al, A GPS CD 1 tK NI �51 �lj 1. too -.c Q. jq1 x CO I o-, A y, MH1 4 A T.F. 1RI 'TO ;MY 'KNOWLEDGE ,AND BELIEF,' THIS MAP IS SUBSTANTIALLY CORRECT,.AS NOTE HEREON LAWRENCE R. GEISSLER, JR,' L�,S.'NO 12327 TH-1-5. MAP IS NOT VALID WITHOUT AN ORIGINAL SIGNATURE ..ANI),IEM80SSED -SEAL. OF THE HE .-LIC-ENSED 'LANp .SURVEYOR, WHOSE NAME. AND REGISTRATION .-NUM8lik APPEARS ABOVE. SITE Vil 'Q nSTRUCTURAL N-ORTHERN.' HILLS. LLC-� - - Z *RESEAL WITH HOT RUBBER ASPHALT JOINT SEAL rONFnRMINr. Tn STATE STANDARD SPECIFICATION M.04 02 BUCKLAND HILLS DRIVE EXISTING PAVEMENT SAW CUT ** -.� 11?' \ MIN 6" x 3/8" x 9'— 6" STEEL RAIL (TYP.) 6" x 3/8" x 2'— 6" STEEL SPLICE PLATE 3/4" x 8 1 /2" AASHTO FBC20 CARRAGE BOLT W/ NUT & WASHER (TYP ) 5/8" x 7" AASHTO FBC16 CARRIAGE BOLT W/ NUT & '�ti'ASIICR (TYP.) DELINEATOR REFLECTOR SEE NOTE 2 AND SPACING ---r TABLE ( TABLE 1) / 1. 3► A I V V 0 0 SPLICE PLATE V / I 0 0 7" AASHTO RCF1F CARRIAGE BOLTS _ _VARIES _ 4'_ SEE ROADWAY FLANS BY F.A. HESKETH AScnC. f 4" GRANITE CURB— f _ \f 8" PER FT. CROSS SLOPE ; • _ ____- r ; � BIKEWAY ----- ----- -- 14" 1 /2" /FT. 2" BITUMINOUS CONCRETE,CLASS 2 f­8" ROLLED GRAVEL BASE L 3" BITUMINOUS CONCRETE SURFACE COURSE, CLASS I L i" PREMIXED BITUMINOUS BINDER BASE COURSE, CLASS IV 12" PPoCESSED AGGREGA 1 E BASF BLICKLAND HILLS DRIVE SECTION (THIS DETAIL IS PROVIDED FOR CO-ORDINATION PURPnccC n(`TIIAL ;eIDENING nc- PUCE"I nnlO U!I LS DRIVE WILL BE PEIkF I �RMEU BY A SEPAR TE CON I RAC I OR. ) I 8 3//4„ I 3„ I II I I 4" 4" METAL BEAM RAIL TYPE R-B 1.3i16" DIA HnLF (TYP ) 6" x 12" x 9'-11 1/2" / ROUGH SAWN TIMBER RAIL 5/R" DIA x 4" I -A(-, S('RFW \�_.. PREDRILL 3/8" HOLES 3;' L)LLP IN TIMBER (TYP.) 4" x 8" x 11 " WOOD BL.00KOUT W 6 x ' 15 STEEL PnST, 6.-6" L ON(; POST CONNFCTION PLAN c UIIV I\�N� AI. .,, 3 -1/2/ ROUGH SAWN TIMBER RAIL 1 1/� • F— �„ STEEL RAIL STEEL POSTS, 10' O.C. (TYP.) 3/4" x 8 1 /2" AASHTO =III 11- II1 FBC20 CARRAGE 1" MIN. POI T \A/ / Nil IT n, 1A/ACIUCD �—GALV. COATED (TYP.) Z 6"X12" RAW SAWN TIMBER (COVER EXPOSED POST) POST CONNECTION ELEVATION �y 2 // 4 5.0' 1'1 4" TOPSOIL & SEED �FIN!SH BIT. CONC. BIT. CONC. BINDER - —{ROAD BASE NOTES: TYPE "K2" BIT. CURB 1 TACK COAT TO BE APPLIED PRIOR T' CURE FLACEMuJT AS REQUIRED By' TOWN. ('QATIN(; TO BF APPI-IFF) PEP V. 04.01 1d4. FORM 814 A. BITUMINOUS CvivCRETc LIP CURB SECTION NOT TO SCALE BIT. CURB i •• — 15' - —� I VARIES 4' 1 '? l r 3" TOOLED JOINTS WITH 1/2" PREFORMED fI f f 1 1 /4- RADIUS TOOL J� 1 I EXPANSION JOINT MTL p p q n p I RIGHT OF WAY —1 x 2?" BOLT SLO FS +� STREET LINE R.O.W. \ 1' x 1?" BOLT SLOTS (T)'f . ; , +r�+— ISTEEL SPLICE PLATE DETAIL VARIES 4' 6" MEET TOP OF CURB, OR EDGE OF I— �r �! I 6„ 1E5 ...cTrr - PAVFAIFNT IF Mr) (I IRR FY;cTC } i X, ' 1/4": 1' 1 0, i MAX. 1 /2": V/ RESIDENTIAL BIT. CURB r- ,9 , 6 i • -- 2" DIA. HOLES (TYP.) ?„ X19/16 LOTS (TYP.) ! DIA. HOLES FOR LAG SCREWS (TYP.) I �- 0 0 1 0 o o 0 0 ' ' �.,� END OF w w �' 0 IMRI` R (FAIL 3 ( TYr.) ---- -- I Q 3, O - ' (TYP 1 STEEL 'FAIL DETAIL 6„ x ?" x 9'- h„ ,DELINEATOR REFLECTOR 4" x 8" x 11 " BLOCK f \� 3/8" x 7" AASHTO BGF16 3j_ (-ARRIAGE. HOLI'S f4 G � I II (f `—STEEL RAIL_ &_ SPLICE PLATE TOP OF SLOPE OR WALL VARIES 3/4" x 8 1 /2" AASHTO / \ F HC2u CARRAGt-- � 6"X12" RAW SAWN TIMBER 1301 T W/ NUT & WASHY (TYP.) (COVER EXPOSED POST) SECTiuN A —A TIMBER PAIL DETAILS I: 11 -T 3 1 /2„ UNCOATED II I ASTM A 588 II A II I S TEEL II I DIA. HULES I i f IIII f f I 4'-2" TO f II fl fI I GALVANIZED f II fI I IN f �) ACCORDANCE II I I 'v"JI TI-1 A TM A 123 II I I I i II f Ll - ---- ------ Ill POST DETAIL 4" T0PS011 k CFFn J �_ MATCH EXSISTING 4" TOPSOIL & SEED GROUND 8' PROCESSED OR BANK RUN GRAVEL `AST CR6DA7CN' OF M2,06 CRADINC B OR M5.01.1. 5" CONC. SIDEWALK (S. CONC. AT DRIVES WITH 6"X6"X10/10 WIREMESH) TYPICAL SIDEWALK DETAIL NOT TO SCALE TOWNTOWN OF CnJTu IM^IDSOR J\.� 1 1 7 „ V J N r) TF_ 1. UELINE A I UR REF LEG; I OR5 SHALL HE BROWN PLA'- I IL iNVER I EU T-SECTIONS CONFORMING TO DURAFLEX CORP. SLEXX 2020, OR APPROVED EQUAL. RFFI_ FCTIVF SHEFTING SHALL BE SQUAR AND A MINIMUM OF 9 SQUARE INCHES, AND CONFORM TO SECTION M.18.09 DELINEATORS SHALL BE ATTACHED WITH FOUR (4) 1"-LUNG, (-,At VANI7FP wnc)n CPFWq RFFLFI-TmRs -,HAI I- RF -,PACFD IN ACCORDANCE WITH THE TABLE, AND POSITIONED PERPENDICULAR TO THE ADJACENT EDGE OF LANE. DO NOT ATTACH PEFI F/,TOPS ON FLAIR OR TERMINAL SECTIONS. REFLECTIVE SHEETING SHALL BE `-ILVER Wl-TITE ON ALL PAIL SECTIONS ADJACENT TO THE RIGHT SHOULDER, AND YELLOW ON RAIL SECTIONS ADJACENT TO THE- LEFT SHOULDER OF TRAVEL LANES. j A 5/O UTA. JC 4" LAG SCREW AND WASHER SHALL BE INSTALLED IN PLACE OF THE 5/8" DIA X 13" CARRIAGE BOLT IN THE ABSENCE OF ANY Min-RAII Pnc�T L'nNNF( TInN J. ALL CONNECTION HARDWARE SHALL BE SUFFi1:lENTL 1 TIGHTENED TO ACCOMMODATE FOR SHRINKAGE OF THE WOOD ELEMENTS. NOT RELEASED FOR CONSTRUCTION PROJ. MANAGER: GBM _ i CHIEF DESIGNER : G B M FM & OTfflg.L V iC Conmsltby rn8i>rwers o REVIEWED BY GATE - - jo 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 CIVIL (860) 646-2469 V STRUCTURAL — - _ ILANDSCAPE --_ NORTHERN HILLS it OFFICE REVIEW o QA/QC- _ DETAILS .. _— APPLICANT rn � FINAL DEVELOPMENT PLAN REVISION DATE: NORTHERN HILL,. LLC "' � 10/11/99 ©1/4/o0 if_�l /� LANE 1109 ROSE LANE VIRGINIA BEACH, VA 23451 T 22 �5506^ M I "z J a C1- a\ i i/ In/yy I /\ 1 /1 /•. 1/1U/o0 /01 I/NI/1 A \ Ill fill'%A fl e.e%. 1TT 1 1 I�il►,i�l�/lll /\/\► 1� 1i"/lT1Y\I , DUI.t\LMiNU KUNU JUU 1 r1 WIINUJUK, UUNINILU I K:U II DATUM: H• V: InR NI-,IMBFR I PHASF nA � SHEET NO. 12 — _ _ IL a. SCALE: NOT TO SCALE— 99-402.A10 3 I $ 27 99 I M A TC�L ���A TEE E ` �, _ . - - -- - ---- - - ---- - --• -. . TYPICAY WA I_. c= �N�C AND WL43 736 �:10 SHCB �38 j ,' j 1 I I � / SEE L�YOU T`` ` '• � / � RETAINING WALL "E , f WALL EC' VATIONS SHN0. 39 '�tv �LANS;.. 1 iC �/ /// I I r i 1 , 1 I ` rr ! '. I � I rr.,' AL V'rALL SECTION `SH. NO. I �' % � WL4: WL42 \ l 2s FILLED WETLANDS APPROX. 2156 SF (0.10� _�, -_ i - � ,1 •' 1 ! ,' / \ �i r OR 0.05%) REPAIR ANY DISTURBAN / WETLANDS wl r \ DUE TO THE WALL, INSTALLATI04 40'C. / r I r I I RE �JL z I / AREA I E V. _�� i ca J WETLAND AREA EATI N NOTES: o m >\ i o 1. TOPS IL FILL ARE wLs r 0 IN WETLAND CREATION' AREA. OF WE AND #2 TO PE STOCKPjLED FQR USE / '- -` 0 �� _ ! �o o I \ 2. 12" OF -TOPSOIL TOI BE USED IN WETLAND CREATION! / . AREA WITH' FINAL I ti 4 •., ' r ` ` �. / I << �\ TOPDRESSING TO BE HE STOCKP ED TOPSOIL FROM FILLED' AREA,' D I // / AP 3. WETLAND CREATIO AREA TO EWL�TABILIZE WITH WET MEADOW MIXTURE PLUG END-, >_ ' I / J� i PROVED BY ENGINEER OR WE AND ,SCIENTIPT OVEOSEEING WETLAND CREATION. 4. ALL DISTURBED ARVAS AROUN WETLANDS Q r - ''`_• ''\� INV=1 '� v � ^ � ' / I S 2+00 �o O 180 ��' �I ° ° \ / NO MEADOW SEED MIXTURE AND PL : NTED WITH TOL N D ` SHRUBSED WITH WE% ` } t 172 I �+ pp WL8 SECTION „M„ I �' E�,( F �` i0N , p �8j 2� SEE SH. N0. 29 i i iJ �0. i `` L�� ! \°� `'b i 1,\� AINING WALL D / / 1 _ \ 1. THIS �I AP j WL9 ; HA BEEN PREP,4RED PURSUANT TO' THE REGULATIONS OF.'CONNE /TICUT/ SX. / I /• A:GENC`IES SECTIONS ,20-.300b-1' THROUGH 20=300b- E LAYOUT PLANS, `` ((•� / / ��� � I 4 yy.. ; 190 I,i /� 1 I / SURVEMS, A.ND'MAPS`, IN :THE S A'iE. OF CON �9 AND THE "STANDAR7DS' FOR WALL' ELEVATIONS SH. , ASSOCIATION OF LArJO 4URV Y UT •'AS ADOPTE{� BY THE/CONNEC .1 II 6p �' 192 \ I wL24 Q [ SURVEYORS 0 S, INC. ON SEPTEMBER 26, 1996, NO. 39, AND TYPICAL '�. i I I THIS ThPE OF SURVEY iS .A T,�P SECTION SH. N0. 38 / -- // -_ ---_ OfRAPWC SURV Y j CLA-,S' On, ACCURACY, IS'T-- �' g r', ' \ I S I A�'` 2 TOPOGRAPHIC �- - f '•. , � ACCURACY wL10 I C� syF' 7,g RETAINING WALL' „B„ E H• - - -1 .- WL2s SEE LAYOUT PLANS, WALL ELEVATIONS.-SH. WL11 / (. i �• . -/ NO.. 39: AND TYPICAL / - - -I- - - L - - - ---- I 1 SECTION •.SH. NO, 38 S % 1 G (. EC %/Q� 3 ` _ I I . - - c� I WL22 i j ) MY K�0,�/LED. E ' AND BELIEF THIS MAP is SU'BSTAVTiALLY •See - L - - I -_ I / �' 1 ' CORRECT AS NOTE r r - i , i 'HEREON I 1 ! cV T. C \ - WL12 I , ; RETAINING WALL „C„ / I I ' / 1 -RETAINING WALL 'F' C 1 \` -1 E` LAYOUT:PLANS, i I I 'mil.1-1 °' / 0 / WALL ELEVATIONS SH, NO. 39, %D } SEE LAYOUT PLANS., � dp � �l '•- _}., / / I LAWRENCEI R. GEIS$LER, �1R: t ' +/VALL. ELEVATIONS SH. ! - - - - - - - - - % �` I ?\4� - / m TYPICAL WALL. SECTION SH. NO. 38 . � I , L. NO 12327 ! � ' / I ' �\ W113 THIS. MAP IS NOT VALID WITHO I I \ /, I , N0. 39, AND TYPICAL � - / / ! ff >j}T ;AN DRICtNAL SIGN TU E 1 ( � AND EMBOSSED; SEA 1 I �` / 1 �F; THE IC: NSED LAND SURVSYO I SECTION �-! I I I � I • WL14 WHOSE NAME AND, R'EGISTRATICN NUM 1 1 NUMBER .APPEARS �ABDVE.. ; I \ / I I i O 20 _ RETAINING WALL 'A• f °' � a.. / • , i / , , 1' SEE LAYOUT PLANS, r I j - a - - - I+ - I --- -1+ , : , WALL ELEVATIONS SH. �' I %1' / - - I - - - I Jj 1s^ _ ! ' 0. 39, .AND TYPICAL j - - WL15 SECTION. SH. N0. 38 ,% R r / ' I+ - +� EC T „ I rr ol� ,, / ON I jj wE IJ 0 , WL19 , , / ( r ; ; WL1 - _ METER LOCATED1. I ! 4 f 1 i I 203.5 - I; n x 203.7 /1 9.4 2% TRENCH N� L E OF l ' v` \ F F / DRAIN .. B JIL_ � d � i--� R 11 ( !r 207.25 `O r OPE AREA: � •tom \ \ , � ` / 0 - tr 1 % SLOPE M�3 SECTION /emu I' 1 t 1 J •1 `�J, �__ C VERED SH, N0. 27 (( I AREA `�; 2 , �' - !' - • 0� 1. ry, GA DEN CENTER w� �i - 1 o'z 9X /� ; Q I ' RECEIVING bi f SA!` \,4H - #8 TF= 2 9 o i / #�1 ,• �. / , INV: I _ ? 98.4 / '1 , %/ i `�P�_'• M I•� ,� �' •b _ V. - _ _ . ` I - --- - •, 2�6 AN. �iH #12 / '' I ' , . 1�1V �5-FL1Q•2 " , ' .. i / / '`'. -•.'• - .�� 207 '� INV. 1 / .. \,. 05.6 S0.,WINDS / 1 99 52 .i , 04.4+ /INv. IN 3 ,.• O Y-----_ - U^x 'SEASONAL DISPLAY AREA Ln' INV. GUT=2o ILL D WETL 'NDS 9• a -- - PP'ROX: 20 SF ? 1 SECTION 07.25 207.25 ' 207.2 *�,- 205.6 ! o�� ,r I E E SH. N0. 27 ' I � p+ 07.25 BA7FL+:.4 i \ M• MANC ESTER W PREVENTER LOCATED - INSF BUILDING `L� ; ! FILLE WETLAN S ''�\} APPR X. 175 F 208.5 UY F III I 207.25 2% / t / -'' / r 2AQ0 Sm./ H , ' - - � � N0.2805 it � I; � � - -_ •',i Y G ; ' � .• "". ' SrR y -, 1 i T \o �' Nip• -' \ PROPOSED \I �. , ��,�, �. N0, 26BUILDING15.7 / i iF SEE SH:. / I I j 1 , �/ Z0 i - 1 ' ` ;v06.8 206 METER LU2ATED FIN. FL. EL. 207.25 1NSID O % � , 05.9 / i206.2wUos I ;• + L .,F BUILDING i ; 204,E 206. •� - ,' g q/& q e s \ia\� /� C5c (5 / (5 j ( (�i j� ( j SAN. 0 / 2O INV / y J I' \• INV. !N ( E)=197. MATCH LINE SEE SHEET A INV. OUT -195.4 �i+rt �. i\ - -/'/• ZkQQ ` NOT `RE1.E �TCICTION N PROJ. MANAGER: JJG = CH_IFF n�clnr.l�o. ,��� JON W� ..� ,�• UDIVI = cn REVIEWED, BY DATE FUSS -Q T,: INC. Consul v1 a SURVEY. 146 HARTFORD ROAD, MANC tZ7L� Eng2neers V) SITE NESTER, CONN CTICUT 06040 (860) 646-2469,. STRUCTU-RAL' NORTHERN -HILLS, LLC Cn LJ ----- TOPOORAPH MAP , REVISION DATE: 5 8 /13; 99 FINAL DEVELOP -40 APPLICANT M EN•T :� P LAN ° 40 so w .Q n1 3/3� �� / % / BUCKLAND STREET 120 NORTHERN HILLS LLC rY / J9 L14 21 99 9 24/g.9 , 1" - 40' E z 4/12/99 ®7/30/99 � 1-1 16 9 BUCKLAND ROAD ' ER, .� TIQUT - 1109 ROSE LAN MANCMEST ONNEC -- -. _ -= -= SCALE VIRGINIA BEACH, VA. 23451 w o DATUM: H: V: a JOB NUMBER PHASE DATEoU TH 'WINDSpR, CONNECTIC�UT TEL. N0. 804 422-5566 a SCALF 1 _ an' -- - - ---- _ � •. ' 945 ..2/11/99 .RETN01 2 (B) '. I � i NURSERY FURNISH PLANT MATERIAL HOSE CHAFING GUARD AT FIRST BRANCHING TRUNK WRAPPING MATERIAL WIRE GUYS, 3 PER TREE TURNBUCKLES ON ALL GUYS ATTACH ORANGE FLAGGING 10 WIRE EVERY 6" IN AREAS WITH PEDESTRIAN TRAFFIC 4' IyIUL�H -' DO N\! I r LAC E IN CONTACT WITH BARK -3" SAUCER RIM BACKFILL W,/PLANTING SOIL MIXTURE BURY DEADMEN BELOW GRADE FOLD BACK BURLAP LOOSEN SI IBSOIL 6" RELnW BOTTOM OF PLANT PIT �)R OVER EXCAVATE LEDGE TO 18" BELOW ROOT BALL & 24" AROUND ROOT BALL BALKF ILL 10P OIL NOTE: ALL TREES PLANTED WITHIN PARKING LOT ISLANDS SHALL BE INSTALLED WITH "ROOT BARRIER" EQUAL TO UNIVERSAL BARRIER MODEL UB-24-2 AS MANUFACTURED BY DEEP ROOT. TREE PLANTING (> 1 -1/2 99 CALIPER__ NOT TO SCALE NOTE: ECAVATE AN ADDITIONAL 12" ALL AROUND IN ROCK AREAS. TL)PNBUCkLLS ON All, GUYS WIRE i,UYS. 2 PER TREE ATTACH ORANGE FLAGGIN(, TO WIRE_ FVERY 6" IN AREAS WITH PEDESTRIAN TRAFFIC WOOD STAk ES, 2 OPP, PER TREE, FREES OVER R' HT PAINT DARk BkOWN HOSE CHAFING GUARD 4" MULCH DO NOT PLACE IN CONTACT WITH BARK 3" SAUCER RIM FOLD BACK, BURLAP DRIVE '_,T?k E INTO UNDISTURBED 501_. BACKFILL W/PLANTING SOIL MIXTURE LOOSEN SUBSOIL 6" BELOW BOTTOM OF PLANT PIT FRACTURE LEDGE TO IR" BELOW ROOTBALL AND BACKFILL WITH TOPSOIL EVERGREEN TREE PLANTING NOT TO SCALE PLAN VIEW N T '; FILTER FABRIC WEED BARRIER AS SPECIFIED SHALL BE PLACE FOR ALL SHRUB BEDS AND GROUNDCOVER AREAS. >5' IN HEIGHT OUAN111Y VARIES SPACE AS INDICATED ON PLAN EVENLY SPACE GROUNDCOVER AT INTERVALS SHOWN ON LANDSCAPE PLANTING SCHEDULE. PLANT IN STAGGERED ROWS, METAL OF' PLASTIC EDGING WHEN ABUTTING LAWN AREA. (OWNER OPTION) 2" MULCH LOOSEN SUBSOIL 6" BELOW BOTTOM OF PLANTING PIT 4" MULCH BACKFILL W/PLANTING SOIL MIXTURE FOLD BACK BURLAP SHRUB BED / GROUNDCOVER PLANTING DETAIL NOT TO SCALE EACH POLE IS TO BE GROUNDED - - WITH #8 BARE Cu WELDED TO 5/8"x 10' Cu CLAD ROD. METAL HALIDE LUMINAIRES VERTICAL LAMP PER LEGEND. HOUSE SHIELD ON POLES LOCATED NEAREST NORTHERN BOUNDARY LUMINAIRE, MOUNTING BRACKETS, POLE, AND BASE FINISH IS MATCHING AND OF DARK BRONZE ANNODIZED. FINISH AS DIRECTED BY ARCHITECT. REPAIR SCRATCHES IN FINISH. SUBMIT PHOTOMETRICS POLE RATED FOR 100 MPH WITH 130% GUST FACTOR. SUBMIT POLE AND LUMINAIRE E.P.A. DATA. n,;nTES. 1. ALL CONCRETE IS PER SPEC. PAINT EXPOSED FOUNDATIONS PER OWNERS DIRECTION 2. RE -ROD FOR STEEL POLE FOUNDATIONS IS 8#5 VERTICAL BARS WITH #3 CIRCULAR TIES EVERY 12". ---- MAKEUP ALL WIRING SPLICES WITHIN POLE HANOHOLES. PROVIDE TWO OR THREE IN LINE FUSES SIZED FOR LIGHTING LOAD. POLE BASE OR BOLT NUT COVERS �'-- USE DOUBLE ANCHOR BOLT, NUTS, AND COMPOUND THREADLOCKER SEAL i - -- - - -t- ------ ANCHOR BOLTS FURNISHED BY POLE MANUFACTURER I CONC. LIGHT FOUNDATION II ll II li ii II FIN, GRADE I, II II II i � I \ 1 .25" PVC, XHHW, CU L _ J �\ ADJACENT LIGHT POLES — SLEEVES AS REQ'D ;- 24"DIA]-.-- STUBBED TO 1" ABOVE FOUNDATION TOP. ELEVATION LIGHT POLE NT NOTES; 1). POLES THAT ARE NOT LOCATED IN ISLANDS OR BACK OF CURB MUST BE LOCATED AT PAINTED PARKING STALL INTERSECTIONS. 2). CONCRETE BASE TO BE 30" CLEAR OF CURB FACE. 3). ALL WIRE TYPE XHHW CU. 4). ALL BURIED CONDUIT IS SCHEDULE 40 PVC 5). AIM/TILT ALL FIXTURES PER MANUFACTURER'S DIRECTION. _ \ 6) TFST Al I WIRF WITH INSI II ATInN TFgTFR k PRnVInP- RFgl it TC TO F- RPO.IP'rT AAANIA(ZPP ll11AA1TITJ I/ADICC _ Id VH1Y I 1 V/ IXIL.) SPACE AS SHOWN ON LANDSCAPE PLANTING SCHEDULE C_ j �> (TYP.) r� PLAN VIEW N.T S. 3" MULCH - DO NOT PLACE IN CONTACT WITH BARK METAL OR PLASTIC EDGING WHEN ABUTTING LAWN AREA. (OWNER OPTION) BACKFILL W/PLANTING SOIL MIXTURE FOLD BACK BURLAP ((TOP 1/3 MIN.)- LOOSEN SUBSOIL 6" BELOW BOTTOM OF PLANT PIT SHRUB BED PLANTING NOT TO SCALE CAP UNIT ADHERE TO TOP UNIT W/VERSA-LOK CONCRETE ADHESIVE VERSA-LOK MODULAR CONCRETE FACING; UNITS IMPERVIOUS FILL 12" DEEP ` DRAINAGE AGGREGATE 12" THICK MIN. • - raj\\\�� GEOSYNTHETIC REINFORCEMENT RETAINED BACK FILL -III�II III � ill�, Il APPROX. EXCAVATION LINE �- RFINFOR(_FD BACK Fill COMPACTED 95% OF MAXIMUM STANDARD PROCTOR DENSITY \�j�\��� -- 4" DIA. (MIN.) DRAIN PIPE �,\\ OUTLET @ END OF WALL �' CIR @ 40' CENTERS MAX- _ _ ti SLOPE TO DRAIN (1 / 8"/FT. ) W; FILTER FABRIC i� lI I III IMPERVIOUS FILL GRANULAR LEVELING PAD F" THICK MIN. TYPICAL SECTION - MODULAR CONCRETE RETAINING WALL NOT TO SCALE RETAINING WALL NOTES 1. DETAILS AND NOTES DEPICTED HEREON ARE BASED ON VERSA-LOK RETAINING WALL SYSTEM. CONTRACTOR SHALL USE DETAILS ANU INSTALLATION INSTRUCTIONS FROM APPROVED MANUFACTURER IN ACCORDANCE WITH SPECIFICATIONS. ACCEPTABLE WALL MANUFACTURERS SHALL INCLUDE_ VERSA-LOK, KEYSTONE, THE REINFORCED EARTH COMPANY, OR EQUAL AS APPROVED BY THE ENGINEER. 2. STRIP VEGETA?ION AND I ORGANIC SOIL FROM WALL AND GEOSYNTHETIC ALIGNMENT. BENCH CUT ALL EXCAVATED SLOPES 4. DO NOT OVER EXCAVATE UNLESS DIRECTED BY ENGINEER TO REMOVE UNSUITABLE SOIL. I EVFI INC PAD 'zHA! L C0Nc I ST OF COMPACTED (OARSF SAND OR CRUSHED GRAVEL, 6" THICK MIN. F. CONTRACTOR MAY OPT F(-)P A LEAN CON(RFTE PAD IN LIFO OF LEVELING PAD. CONCRETE PAD SHALL BE UNREINFORCED, 3" THICK MAXIMUM. '. MINIMUM EMBEDMENT OF WALL BELOW FINISH GRADE SHALL BE 6" FOR WALL HEIGHTS UNDER 4 FT AND 12" FOP WALLS OVER 4 FT.. 8. F(-)'R UNITS TO BE EMBEDDED, COMPACT FILL IN FRONT CIF UNITS AT THE SAME TIME FILL BEHIND UNITS IS COMPACTED 9. DRAINAGE AGGREGATE TSHALL BE INSTALLED DIRECTLY BEHIND THE WALL WITHIN 12" OF THE TOP OF THE 'NALL. DRAINAGE AGGREGATE `)HALL NOT EXTENU BELOW FINAL CiRADE IN FRONT OF WALL . 10 COMPACTION SHALL BE TO 95% OF MAXIMUM STANDARD PROCTOR DENSITY (ASTM D-698) 11 COMPACTION TESTS SHALT- BE TAKEN AS THE WALL IS INSTALLED IN ACCORDANCE WITH THE C UN I RACT SPECIFICATIONS. 12. COMPACTION. WITHIN 3 FT. OF WALL SHALL BE LIMITED TO HAND OPERATED EQUIPMENT. 13. GEOSYNTHETIC TYPE, LENGTH, AND L9CATION SHALL BE PER WALL MANUFACTURER'S DESIGN. i 4. GEOSYN T HETlC SHALL BE PLACED WITH STRONGEST DIRECTION PERPENDICULAR TO WALL. FOLLOW GEOSYNTHETIC MANUFACTURER'S INSTALLATION INSTRUCTIONS AND WRITTEN SPECIFICATION 15. CONTRACTOR SHALL DIRECT SURFACE RUNOFF TO AVOID DAMAGING WALL. WHILE UNDER CONSTRUCTION. 16. ANY SURFACE DRAINAGE FEATURES, FINISH GRADING, PAVEMENT, OR TURF SHALL BE INSTALLED IMMEDIATELY AFTER WALL IS COMPLETE[, 17 FOLLOW APPLICABLE PROVISIONS OF THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND WRITTEN SPECIFICATIONS, 18 OPTIONAL (;Oi CIR. RFD TO MATCH ARFA RED RC)Ck' NOT RELEASED FOR CONSTRUCTION APPLICANT NORTHERN HILLS, LLC 1109 ROSE LANE VIRGINIA BEACH, VA 23451 TEL. NO. (804)422-5566 A w >� BUCKLAND STREET MANCHESTER, CONNECTICUT /ly/ c U� i� F, 30 x 0 K226 x �2s NiP I'll J �\ \ \\ \ \ / �y c,v Cv INSTAI L RIP RAP -; 10"x8' PAD A OUTLE T =d -'�C.," -LI \ wt=9 F:_ T \ \\ \ CNN Jq c m( I E 1) 4 _20- __ — = i�• /r' t `? r,_ . I ice) tom,, tJ rl; `, r 1 r �- 0 NNN tj ' V S 168 15" RCP ' �__--. i `1- \ ✓j /// III \� �� �' I / 41 lily - 7 , l� ;. _. � t ` C Y r_: ..i .,,..,r ^tip ✓� /�, - `. i %//� /'� / � +205.0 \ D T \\ � IIOTF 4t,o=03 SOUTH U TH WINDSOR R . - =04 SJ =o$ R4 4> MANCHESTER - - - ___ 59 , 29 S'/� N/F THE MALL AT BUCKLAND HILLS PARR fNERSNIP % - N/F THE MALL AT BUCKLAND HILLS PARTNERSHIP -- - - - -••=ram ----- , - - _°---- ---- - -- - - -- i -----___-_ -_. - - NOT RELEASED FOR CONSTRUCTION �F� --y _ __ ---- - - - - - --- - --- --- - -- - -- ---- _----- - - - - ---- . -- -- --- - - -- -- ---MANAGER: EXIST. SIGNAL - --f3 ADJUST PHASING ---- - - - - �_> - -- - - -____ - — - - -- - ---- / CHIEF DESIGNER: E FUSS ' & ONUM M INC. Consulting Engineers o REVIEWED BY DATE 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 S) U RV E T (860) 646-2469 ,C..,..,a - - - uz ci' SIT E itr a - ', -- ,__________-- ------STRUCTUR- - - - NORTHERN HILLS 11 DRAINAGE PLAN APPLICANT m C REVISION DATE: \ FINAL DEVELOPMENT PLAN �+ NORTHERN HILLS LLC .An n An tel: t7n > `- /�a .�c .nn I r-�„�iii w ,ram r��wr� VIRGINIA BEACH, VA. 23451 1, ^^ r^T ^ - I i V9 KUSE L.Aivt C� DATU,M/ yyF NAD83 v1 �U�,KLHIVU KUHU 5UU I H WINU�UK,UUNNL(.;1 IUU 11 _ e�to` oC _ � i � �-NAD83 JOB NUMBER � PHASE DATE � MALL ENTRANCE SCALE: 1 40 TEL. NO. 804)422-5566 SCALE: 1 "=40' 99-402.A10 3 1 8/27/99 SHEET N �. 15 ji 2_75 0 5 10 15 2n 230 315 4F) 4.5 50 55 60 65 70 7) 80 85 90 95 100 105 110 1] 5 120 125 130 135 140 145 150 1 Fi- 160 165,�75 1-1-70 Z_ APPROX. EXISTING (-'_;�ROUND Z_ j IF THE ELEVATION OF ROCK IS LESS THAN ANTICIPATED, A PRECAST SEGMENTAL RETAINING WALL 265 7 SHALL BE CONTRUt"'TED ABOVE THE STONE WEDGE �)bj 260 260 n 4" PERF. CPP WITH 112" STO"d0 t- BACKFILL 24 A 2' 5 AROUND PIPE —SErTjnN B 0CR 0SS 245 240 F IED I 280 275 I_ - 2701 2651 260 250 245 APPRO ----12 150 1 241c-1 2 4 0 0 5 280 n z 265 ___ Ali ilk III-itl-=tl 1/2" STONE WEDGE ..260 Li CROSS SECTION A NOTE: REFER TO GEOTECHICAL STUDY BY DR. CLARENCE WELTI, PE, PC FEBRUARY 1999 EL ti 245 240, I -, r- -1 -7 -7 r- 240 1 ') �_) 'D. 1) " 50 -5 1:71 N� I C' E_ n —FINISHED GRADE AT BOTTOM OF GRASS SWALE Z_' J - I 1 4 U /45 1 155 160 1 b NOT F[-FASFD FOR CONSTRUCTION U-) R Z_ U 3 JPROJ. MANAGER: '0= FUSS & 0?4EHL HOC conwaiinn Rwuyivtpers ►T� OF ROCK D P P nx. L _� , . ` \____ TT 1 /2;. STONE WEDGE " -,Ell /Z A I — FINISHED CRADE T BOTTOM OF CRASS SWALE 4' WIDE CONCRETE WALK IN `76 0 -LOOR IM HCH UNAIN PIHL LIMIT OF ROCK EXCAVATION (230.0') I— L7 4" PERF. CPP WITH 112" STONE A BACKFILL IZ'*'-" APOUNQ PIPE X EXIiii�� S U R 0 lul N D _� _ _ -7 VARIE5 7 LI-1 . V I I . . ......... It 7 1 2301-- 1 1M1IT OF ROCK EXCAVATION (230.0') I 4" PERF. CPP WIJ - H 1/2" STONE BACKFII-1 12" AROOND PIPE V) O n REVIEWED BY 1 1 DATE 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 uj (860) 646 -2469 SURVEY SITE Ln L'i V) z < w :=j (_"�'I ) STRUCTURAL NORTHERN HILLS 11 CROSS SECTIONS A & B FINAL DEVELOPMENT PLAN BUICKLAND ROAD SOUTH WINDSOR, CONNECTICUI- B5 C) (-) 5 95 .10 115 1 n 4 4- 80 ILL REVISION DATE: d� L'. I a- I 01/4/00 111 &1/10/00 DATUM: H- V. JOR NIJMRFR 7—PH—A-77 DATE 99-402.A10 3 11/15/99 1 SHEET NO.6 1 1 SCALE: 0 5 1 5 2�: � 2 ?�� 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 120 125 -130 135 -140 145 1.50 155 160 165 285 285 APPROX. E X I T 1 N (J" GROUND ► ��: �! 280 __ _ _ 0 0 275 C C�rT1 ` 275 270 i 260 255 250 SAC I 240 I 235 230 - 260 ?"� 1� 250 245 240 235 230 0 5 F ROCK A P y ' uX, A I T L-- t l V I I I I 11� y11I , LIMIT OF ROCK EXCAVATION (230.0'}------� -- - - - I: INIt)HI=U GRADE AT BOTTOM OF GRASS SWALE (2,35. ! } 0 \A/ 4" PERF CPR WITH 1 /2" STONF 1/�)" STONE WEDGE 4" PERF. CPR WITH 1 /2" STONE BACKFILL AROUND PIPE A pp;�.0u� E;�l�TINl j R0UlN 250 1 r v RACKFILL 12" AROUND PIPE 1275 n 4" PERF. CPP WITH 1 /2" STONE BACKFI!_L AROUND Pl )E�� o 14 __ � • I I�' � I ------- I I I -III ., , .1 I I - i{ 3 1 U N L\I1l L L 255 SP-rTi nN] F) NOTE: 2_ .5 0 REFER TO GEOTECHICAL STUDY BY DR. rLARENCE WELTI, PE, PC C-rQQ1 I A l7Y 1 aaa ' 1 l._ lJ 1 V /-N1 7. 1 1 11 J .J 245 QD 240 125 130 135 140 i 45 150 155 16v 16 5 FINISHED GRADE A.T BOTTOM OF GRASS SWA!_E (24.5> ICONSTRUCTION PROJ. MANAGER: cd CHIEF DESIGNER: ..Ircc J00 FUM & ��1 �h Constat�ing Engrinews o REVIEWED BY DATE 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 SURVEY (860) 646--2469 I WIT nF Rn(;K FXCAVATION (�30.0' ) Q % a SITE _ ►, STRUCTURAL- �------ [ 4 PR. CNN WITH 1 /2 STONE -__---- V BACKFILL 12' AROUND? RIPE J NORTHERN R TH E R N HILLS l_ L S ((-� CROSS SECTIONS C & D 10 15 20 25 30 35 40 4�i �n 5F, 60 65 7n 75 80 R5 90 95 100 105 110 115 1.2(F V) ----- x ;2 REVISION DATE: E-IIN /�! (�FV�I (:Pti�FN T PI AN A \ i 1 00 '4 BUCKLAND ROAD SOUTH WINDSOR CONNECTICUT iij z L DATUM: H• �� JOB NUMBFR PHASE DATE � ---- -- n ,. 1 - f SHEET NO. Li_ Q SCALE: 1 = 5 99-402.A10 3 11 15 99 r ` � Jr 1 � J j \ / I ! I l \ t N/F WILLIAMS EL CTRIC 1 VOL. 167 PAGE 1 3 / - MFTAL FENCE POST 1 \ I 1 Fi "E 4 N/F WILLIAM J. KRAWSKI ! a N/F M/S TOWN LINE ASSO� TES, LLC 1g82s ,aoN VOL 451 PACE 89 / Rur , ih1F1t) F I t F(,ST j IV I' CONC WELL / 0VE /� POND / 3APPEARS TU BE I I //} / ON PROPERTY LINE ! / SCHEDULE B EXCEPTION N0, I BROOKE ! / 6AR a' WIDE-/ \ \ � 1L DELTA=33'35'24" R= 48.25' r 1 FIFi D L.>CATFD WETLANDS NSEE NO7 NOTEENO 5 � I APPROX. SLOPE LIMI r5 - _ T i, 1 �� !` �' �0 AS DEPICTED ON THE-�_ , T <•r { PLAN IN MAP REF. NO. 11 ot3 , -0.) 1 /r \` - , �l CONCMON N SCHEDULE B EXCEPTION N0 Q _�� 1 (` (HELD) 22, VOL. 686 PAGE 77 07 W- 1 r ^+ 303.1 f� ! s ' ---- CONC MON / I -I pU 520'3 3� f 6'ati• f ! l90. 5n1` zO�( •- t -ate .. 11 co JaZ IQ�\ R I BUILDING- HEIGHTS �t N137 3'- T38_E� X ! v ) 1F\1 J 75.48 I L J/ GAR HOUSE 2 STORY, 28' t BARN I STORY, r 5' 3 ` -- un o TREE LINE Ft1 CATI:H BASIN --�-"- �- PROPERTY LINE 0 EXISTING IRON PIPE 0 EXISTING LROD OR I.PIN EASEMENT LINE O EXISTING DRILL HOLE EDGE OF WATER [� EXISTING MONUMENT - sue- - - - CURB UTILITY POLE -� - �- WFTI ANDS GUY WIRE E&T- E&T---E&T OVERHEAD ELEC. & TELE -� SIGN STORM DRAINAGE PIPE ,1,F1 --0- -- 0---- 0 - -- FENCE WETLANDS FLAG / N21'202p E -��- IRON PIPE " 0 7i' _ (HELD) ✓Fq SPRING WITH CONC. kof + MqR COVER. SEE BOUNDARI NOTE NO 6 SCItED1ILE 8 EXCEPTION NO W/ \ 3S> FS t p!2 16. VOL 14 PAGE 477 ^> AL) �+ S91 1.17 STONEHILO T1MAP ftil9pj �yF` ✓�`q� -- $5(lti' W AS REF t. �4 a`L' >8' 39"W 16' FF� '38„W T� � I N/F NEWKIRK ASSOCIA ItS. LLC (7- DELTA=4'28 46 R=1964.00' l qF s / '��04'24'07"W �N� ' - M \,r'1 - �h GARAGE t sTOR, 1dt L-153.55' 1 + -�- - - - 43 66' N 4�i1 1 T=76.81' r' T BUILDING SQUARE FOURTH PARCELFOOTAGE 1(�\ttV (Ht \ cc«co f +' (� N/F NORTHERN HILLS LLC (GROUND FOOTPRINT) 1 S34'35'16"W VOL. 658 PAGE 22 SEE NOTE NO. 7 ! POINT OF ( FIFTH PARCEL r HOUSE-_ 1,900 SQ Ft ` 32 4-?- COMMENCEMENT AREA=72,986 SO. FT. BARN_ 1,910 so FT 57�'11 25"W �; 6 =1.676 ACRES P , ., �, 3g' GARAGE = 420 SO FT 1 , Q SIT N 8` GARAGE Fi:'O SG Li \�� 11;04 18"W <�= 1 (t 6 �`'Y - -- - ---� 7 70 �' S 4''04 59W` CONG MON � SH, (HELD) 58' _553'17'37„W _ i DELTA"e2.19br' '5 �' R=00 ,e2oob `- N 71'15'10"E 15 78' v 10' WIDE DIRT_/ \ \� 1 TRAVELWAY \ ((( ( N/F NEWKIRK ASSOCIATES, LLC ! �0IV00' C PPi)PERT) LIN,_ I -� "' nnTA.9O'oo'oo' Lc� ' L=459 5� LR,ELrIAr �zvr'x'1 / - R_ L-49oo' U .I ` 76.9r _ - _-- GRAN MON m P.=1964.00 >" P� 6VCVi/ � a5G'3ti'CY W \ 518'44 50"E t0 03' , Delta-l3"24'20" 18 i- :'� DFLIA�7:'4.' 4,' F. CONC. MON. Tan=230.81 R=r6.00 - rr �J Ou OEL1A=9'14'26' 0 77 / - : �/ vll SCHEDULE B. EXCEPTION NO ---- I u 17, SLOPE RIGHTS VOL. 695 L=137 41T_ T=68.85 1 j?, CL&P PAGE 176 S18'46'45"E &T- E& _ N0.28G52 �� 28 82' b. ' CONC. I MON. YJ I J I POINT OF 1 r I I CL&P N0.2805 COMMENCEMENT SCHEDULE U. EXCEPTION v NOit 13, SLOPE RIGHTS VOL, 69 IZ PAGE 176 it 11 11 0 Oil + �. w f&T - NO.2805011 g oS°R .` + u N II GRAN C. RB APPROX. SLOPE LIMITS AS DEPICTED ON THE PLAN IN MAP REF. NO 11 L = 300.33 R=1964.00 Del to=08'45'42" Tan=150.46 SCHEDULE B, EXCEPTION NO. 7 SLOPE EASEMENT' VOL. 1297 PG. 222 C.oNf MON I I v A1rj.�C �076 \ / L .�j~ FWETLANDS SEE NO4'15'29 - r �2� \T S78'i .1�'i - N TF NO 5 38D' /� -I' i �� -- -= i' 0 53' 4/D/ LOCATED 9 for _ �rDy=09'QQ1 �'S $� ��R� �' \J Delta'16�" 10 E� ��SEo Tan = 6 `_A 4 q' TM1Ro t� 33� L=*74 23 I \ �/ / L=87 94 \ PP SPAN. MON i C-) M14016S ¢0\- SONS `Nt -- Delta=60'415' 34" / / / � / Delta 06'0 ' 0" - Tjn=41.04 �// I To-,-4400 1 TA-T217' 135� DEL 26 l.:.� L=180 41 IY' 4 _9U tit) \ L= 9269 S53'48'37'E / / ' ` R-829.00 L')T 11718 j / Delta= 20'13'4 e0o / / \ �Tan=147 89 - I \ t-�i3��411.22�1_E / / j -~ SCHEDULE B. EXCEPTION NO 7 '=L'.)PL LASEMEN S \ / C MON N/F MANCHESTER h84 ASSOCIATES LIMITED PARTNERSHIP / / VOL. 1297 PC_, 222 AREA - 291.802 SO. FT / , ; P NO.8799 _.48 37'6. 6.699 ACRES 25 !W)' PARCEL `e:,� ' -- - - - - - FIRST do SECOND �`t% ti �" ELECTRIC DIST EASEMENT !N N53'48'37`W �Y% FAVOR OF CONN. LIGHT & Yl' s /� /� POWER CO. VOL- 1313 PG :'85 I SCHEDULE B EXCEPTION NO d ) It LOT 1 & `2 ARE TOGETHER WITH BENEFIT. AND EASEMENTS SET FORTH IN THE INFRA- STRUCTURE AND EASEMENT AGRFFMFNT OFF 11------'� VOL. 1088 PAGE 86 AMENDED BY VOL. 1321 SLOPE EASEMENT PAGE 193 SCHEDULE B EXCEPTION NO 5 a . u- / L=71 96 R = 704 28 0.8578 t ylob Del t a= 05'51 ' 15" „ 11_ r / /,,1 Tan=36 01' t lo- I 2 L = 196 43 R=678 00 Delta=16'36'00" o f �� / /� Tan=36.01 ELECTRIC DIST. EASEMENT IN FAVOR OF CONN. LIGHT & POWER CO. VOL. 1313 PG. 285 SCHEDULE B EXCEPTION NO. 8 DETAIL "A" NOT TO SCALE 100 0 100 200 300 SCALE: 1" = 100' IHL UNULK5IGNLU HEREBY CEK III-IES IU LOWE 5 HUME CEN IEKS, INC. AND CHICAGO H ILE INtiUKANCE COMPANY THAT THIS SURVEY WAS ACTUALLY MADE UPON THE. GROUND; THAT IT AND THE !NFORMATION, COURSES, ANGLES AND DISIANCES SHOWN THEREON ARE CORRECI; THAT THIS SURVEY CORRECTLY SHOWS THE LOCATION OF ALL BUILDINGS, STRUCTURES AND OTHER IMPROVEMENTS ON THE PREMISES, INCLUDING WITHOUT LIMITATION, ALL STREETS, EASEMENTS, RIGHTS -OF -WAY AND UTILITY LINES; AND THAT, EXCEPT AS SHOWN OR NOTED, THERE ARE NO (a) EASEMENTS OR RIGHTS -OF -WAY ACROSS THE PREMISES; (b) PARTY WALLS, (c) ENCROACHMENTS ON ADJOINING PREMISES, STREETS OR ALLEYS OF ANY OF SAID BUILDINGS, STRUCTURES OR IMPROVEMENTS, OR (d) ENCROACHMENTS UPON THE PREMISES BY ANY BUILDING, STRUCTURE OR OTHER IMPROVEMENTS SITUATED ON ANY ADJOINING PREMISES; PHYSICAL EVIDENCE OF BOUNDARY LINES ON ALL SIDES OF THE PREMISES IS AS STATED ON THE SURVEY; AND THAT THE IMPROVEMENTS DO NOT VIOLATE ANY SETBACK OR OTHER BUILDING (LINES. I HEREBY CERTIFY THAT THIS SURVEY HAS BEEN MADE USING THE LATEST RECORDED PLAT OR DEED, THAT THERE ARE NO ENCROACHMENTS OTHER THAN THOSE DEPICTED OR NOTED, AND THAT THE SURVEY IS CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. I HEREBY CERTIFY THAT THE LOWE'S HOME CFNTERS, INC. PROJECT; SHOWN HF,RFON DOFS NOT l-IF WITHIN A SPECIAI FLOOD HAZARD ZONE ACCORDING TO COMMUNITY -PANEL NUMBER 090036 00011-0005 C OF THE FLOOD INSURANCE RATE MAP OF TOWN OF SOUT.FoV0IgZ7,%fONNECTICUT HARTFORD COUNTY DATED MAY" 17, 1988 PANEL 5 OF 9 AND NOTED AS ZONE C (A A0y_ ;W'�OODING) TO THE BEST OF MY KNOWLEDGE AND BELIEF ill -A DATED: Z LAWRENI.E R GEISSLEP, JR. L.S NO. 12327 j STR'�STREE-r PO _ O vP w - --S 1 TE VT`•NOSQR ~ T� to "THE MALL AT BUCKLAND HILLS" KEY MAP NOT TO SCALE NOTES: 1. THIS MAP HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES SECTION:; 20--300b-1 THROUGH 2O-300b-20 AND THE "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED BY THE CONNECTICUT 4SS0CIATI0N OF LAND SURVEYORS, INC. ON SEPTEMBEP 26, 1996. THIS MAP IS A "PROPERTY SURVEY": THE BOUNDARY DETERMINATION CATEGORY IS A "DEPENDENT RESURVEY" THIS SURVEY MEETS THE HORIZONTAL STANDARDS OF ACCURACY OF A CLASS A-2 SURVEY. 2 THE INTENDED PURPOSE OF THIS MAP IS TO DEPICT LAND TO BE CONVEYED. THE PARCEL IS LOCATED IN SOU111 WINDSOR AND MANCHESTI R AND IS A PORTION UT THE PROPERTY AS DEPICTED ON THE PLAN IN MAP REFERENCE NO 14 REFERENCE IS MADE TO THE CURRENT TITLE POLICY BY CHICAGO TIT[ E INSURANCE COMPANY 3 THIS SURVEY WAS PERFORMED IN THE FIELD ON 1 / 20/97 & 1 /21 /97 BY FUSS & O'NEILL INC. 4 A.) THE SUUIHERLI NkOPERTY LINE AND IUWN LINE WAS ESTABLISHED BY HOLDING THE PLANS IN MAP REFERENCES NO. 3 AND 7 B.) THE PROPERTY LINE ALONG LAND N/F A F ASSOCIATES WAS ESTABLISHED BY HOLDING THE C:ONC MONUMENTS SHOWN IIERLC N AND THE DIRECTION TO BUCKLAND ROAD WAS ESTAB- LISHED BY HrILFIN,_, THE PLAN IN MAP REI ERENCF NO 1 TLJE WETLAND r)IE )it !. 1" 1 WWPE ON WFI?F GIELINEATED IN THE FIELD BY HIGHLAND SOILS AND FIELD LOCATED BY FUSS & O'NE!LL INC f. TNE. -•PRING IN SHE ',C11JITHEA7.T CORNER OF LAND N/F WILLIAM J, +<RAWSKI IS SUBJECT 10 RIGHTS AS 5L 1 F Ok TH IN VOLUME 14 PAGE 4 / / OF THE SOUTH WINDSOR LAND RECORDS. 7 PiERE IS NO VI`_IBIF EVIDENCE OF A PUBLIC TRAVEL WAY OR RELATED USE UPON THIS PROPERTY. THE SOUTH WINDSOR PLANNING AND ZONING DEPARTMENT ON FEB 26, 1991 APPROVED A GENERAL PLAN F NOWN A'3 "BI ICKI ANFt HILI S DFVF[ OPMFNT PARTNFRSHIP", SEE MAP REFERENCE NO 12 THIS APPROVED UENERAL PLAN SHEETS 1 & 2 DEPICTS RIDGE ROAD, HOWEVER SHEETS 3, 4, & 5 DEPICT PROPOSED UTILITIES, PARKING AREAS, BUFFERS AND BUILDINGS AND NO PUBLIC OR PRIVATE TRAVEL WAY IS DEPICTED BASED ON OUR CONVERSATIONS WITH THE TOWN OF SOUTH WINDSOR ASSESSOR, ENGINEERING DEPARTMENT, AND PLANNING DEPARTMENT NO RECORDS OR EVIDENCE WAS PRODUCED TO INDICATE ANY USE OR RIGHTS IN SO CALLED RIDGE ROAD IN THIS AREA. 8 THE PROPEPTY IS LOCATED IN A OD ZONE. GATEWAY DEVELOPMENT ZONE. 9. THE EASTERLY STREET LINE OF BUCKLAND STREET AND BUCKLAND ROAD HAVE BEEN ESTABLISHED BY HOLDING THE PLAN IN MAP PEE NO 11 IN CONJUNCTION WITH Fltt.D LOCATED MONUMENTATION 10 THE PARCELS DEPICTED HEREON ARE TO BE DEVELOPED AND BUILT UPON AND BUCKLAND ROAD AND BUCKLANF, HILLS DRIVE ARE TO BE WIDENED. SEE FLAN IN MAP REFERENCE NO. 13. 11 THE ONLY BUILDINGS ON THE PROPERTY ARE LOCATED IN THE NORTHWESTERLY CORNER OF THE PARCEL A5 nE Pi(.TFD ON THIS PI AN. 12 THIS PLAN MEETS THE MINIMUM ACCURACY'S OF AN URBAN SURVEY AND INCLUDES ITEMS 1-4,6-11 & 13 F PROJ. MANAGER: JJG o CHIEF DESIGNER: LRG o L� REVIEWED BY DATE SLJRVE'Y cf D- 2 Q_ SITE - STRUCTURAL J Q � cv V) - O 0 - REVISION DATE: Q rn LLi 0 7/30/99 L Q < © 8/27/99 Q w o- DATUM: H: NAD27 V NA -I i� a a: - rf--- T- ---- SCALE: 1 = 100 TIL1TY COMPANIES r WATER & SEWER TOWN OF MANCHESTER t 25 SPRING STREE I MANCHESTER, CONN. ELECTRIC THE CONN. LIGHT & POWER CO SILAS DEANE HIGHWAY NFWINGTON, CONN GAS CONN NATURAL GAS CORE' COLUMBUS BLVD HARTFORD, CONN. TELE. THE SOUTHERN NEW ENGLAND TELE CO LONG WHARF DRIVE NEW HAVEN, CONN. All TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SIJBSTANTIA[-[. Y CORRECT AS NOTE HERECN I AWRFNrE R GFISSI ER, JR. L S"�< :'32' THIS MAP IS NOT VALID WITHOUT AN ORIGINAL SIGNATURE AND EMBOSSED SEAL OF THE I IC'FNSFD I. AND SURVF Y(lR WHOSE NAME AND REGISTRATION NUMBER APPEARS ABOVE. ECEIVED JpX el ID00 �' V�7►7 & V 1\T_.LL. , 11\V. C07L.9tdf'Lng lllr''figinews Q 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 (203) 646-2469 ALTA/ACSM LAND TITLE SURVEY PREPARED [-OR KInDTUC-DK1 U11 ILJ� I I BUCKLAND RD. & ST. S. WINDSOR - MANCHESTER, CT. JOB NUMBER PHASE DATE 96481A1 ! 945 9/14/98 1 SHEET NO. 1 Q E 1