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Home My WebLink About190 BUCKLAND RD APPLICATION FOR PERMANENT SIGN PERMIT Sign Permit# _ Zoning Permit Fee:$ Final Inspections: Est. Cost:$ ( I,�M New Sign$25/Replacement$10 Zoning Building Bldg Permit Fee:._ 4? I(. 06 Zoning Approval. —Date: Approved: Electrical Permit# Applicant: IA ►r C. LTI. Business Name:Applicant Address: _2 Sa -,r bu V iW A Rd r �� I�� CE Phone: D3 q °� 11 t Email: �L i'1( -F S 1 (r 4A Address of Proposed Sign(s): C 0 ) 0 K Zone: TYPE of SIGN: [Mall or Free-standing mew or❑ Replacement Illuminated?��o �es(electrical permit required) Proposed Free-standing Sign: Size(sq ft):13,s Sign Height:, --�`(,,l /Sq Ft of Existing signs on site:Free-standing: y Wall: U Proposed Building Sign: Building Frontage(ft): Sign Size(sq ft): -1 3. B Description of sign materials and lighting: _ _l,M YNI VI L.L tA 4- 6 C ju j i L - ATTACH l( ��C , �� M S DIAGRAM OF S ( 21i►r� SIGN ` INCLUDING Please sign acknowledging compliance with sign restrictions. DIMENSIONS AND MAP WITH I have read tand and agree to abide by the South Windsor Zoning Regulations,Signs, SIGN LOCATION ON PROPERTY Appli t: e, \ Date: 4 Property Owner: " Ct+4(, E(erq Date: 05 G aircvaL 6l"o/ 5�rru - - llo Site Plan Scope . � E �F w i i •I; 1 .. b 4 a 4� it J li � 0 I �O I �.�\.�. O 1 .. 'n,. .. ..D•. HIV. i' ._ Interior Signs []Exterior Signs TIfLL [IWC 71 (YUE ,-y.'c ', 'mr•rGv•�x�.: .: 'L�`d. = Chase New Builds ZAS 12/17/18 P H I L A D E L P H I A S I G N CHS.N6.414•South Windsor °VYG mum 881282 j 190 Buckland Road South Windsor,CT 06074 3 BBC Page 3 St. v� �k E 0� - .�.. � �+� L( ��tv a`-�'E2" k i y ' - ,�Z tt (3 L. � �� GI�Q,Vt.n� I Ic-{-�evs>°+ �✓� e11' 1,0e,9- (c va-n M RIDGE......--------------- — ------- 26-4 T 0 PARAnE7 -_-- T 0 PA1t.1a'E� i 1 1 B i 0!Y"OOM'R TO STONE i O STONE - -`-- r o SLAB West Elevation 14'0-1/Y Y 4KY / Q ' V l.V C LIF-W60-24-1ED WMM w/BM QQAG n Ittur Guuau Lmms-36.9m Sa ,MIS I "ILL OWf BM uat 1;"� ly.'•n t y.Chase New Builds ZAS 12/17/18 I�< i Nk� S o PHILADELPHIA 190 Buckland Road B81282 t x.- South Windsor,CT 06074 6 BBC Page 6 14'-010 j ___ 1P-81AY 8W 7-71/r 1L 5 rMoundim PHILADELPHIASIGN /J LOCa1l01t Typ -- _ 707 w..t Surtee Ovd.n Ses.a,•r••, I Palmy..At—J—.y gages FOR:Sm.829 amo Y ww.a.pN1aMIPNavgn corn b OPEN �j CUSTOMER: CHASE JOB NUMBER: CHS.N13.414 Alum.Bridge Paint FRONT ELEVATION To Match Building Typ. SIGN TYPE: SITE SIGNAGE LIF-WBO-24-LEQTM(SIGN E01.E091 LOCATION: SCALE:314'-V4' 190 BUCKLAND RD. 2 3/4' 4- _B$/4 _{ � SOUTH WMDSOR.CT M074 DATE: (�! SIM 5/4/2020 3 11'r 314* 1 --Paint Exterior Of Octagon DRAWN Br: Returns d Bade To Match ALL EXPOSED FASTENER HEADS DRC --Paint Exterior Of Alum. Matthews LIMP-19B91 SHALL BE PAINTED TO MATCH del Gbm FWalt REVISION: Letter Returnst1 Back THE EXTERIOR CABINET FINISH nw.a.. um Hy 12S Tram&ue At7yic To Match Matthews tlMP-00366 Chase Blue 0Rn"SO OW SUrlme SHEET: R6 E.0 oEPr 3M Embdo t 93735-50 SerttrGbss Finish �— --' 4 OF 12 DWLuw Fit Adhered To AExylio Face Typ. DWG NUMBER B-87942 .125'Thenttolortned-I r :� Trans.Blue Acrylic � ENGINEER SEAL: .125'M732B P95 MaBe Face Segment Typ. Finish While ADEyk Face Altered TD Acrylic Ralurrt ' TYD• S sip E V EW o� CHANNEL LETTER _ ..� 3D VIEW OF OCTAGON CABINET 3D VIEW OF OCTAGON ULTIMATE WDMSMED US MPH SCALE:NTS STANDARD LETTER NOTES: EXPOSURE C 1.SugcNnt Pmm�ry C,,wd In V,—,iy OI S.g. SIDE VIEW By CH— tea s N g eer�aaeg— OF OCTAGON Est.Electrical load 2. N/m-.Ucr to Letter ng S hmal Pnmmy Hook far. Fs Hook-up a a m a IssMaOIOSIR"go Note:This sign a inbrwed Ig 0e mst~gr ace odonve v h M retivownsm of _ By Srgn Installer.M—AA—Ud By L—d Cudos. Aryde GDO of Ills NFPA 2017 Nalony EkWiral I:pde llp NMurE eM mxasnosem a reuxer LE NTS 2.80 Amps @ 120 Volts eos naeee ritermn Plea ITseat. erxr Oster . 1pprtCe010 SCA J.Sq.ShuO Be U.L.Lasted. ctAeel Rail m-S 4. M..Iin ii-t rve B S, IosWk, of 4lu rg arises OUTSIDE YOUR bW codas.This ercYAos papa yrourrdrg and Oadlq ar hd sipr. 1 20 Am 120 Volt Circuits 5.Fur S17e DnRng lemptaloJFum w Wrth S.n. �a1Re Ira s n w er w S- 1 W J FSgrtiaq OR fDmnfO■axr rwma a s h PH ILA DEL PHIASIGN 2 1 Wawt sPdr 0 0.4.n straw[ 518'x.090'Alum.Clip 7100K While Sloan Prism ((((''Mounting Blue Sloan Prism - P's"1�'R"J'r•'0,04S Long Adhered To Letter #701269.7WSJI-MB LED Location Typ. #701269-BLSJt-MB� Pho—:11le. e 29,14. Back Q 18'O.C.Max. Typ i-:am 429 8.9 LED Typ. W era+ _PwWd•1Phta.tarr eaal .rr .rr err .1.r rlar �. ... ww' '�( A11,01 CUSTOMER. CHASE ...—Electrical ` �. .r.r 8 W e� JOB NUMBER: I Entrance Typ. �O�. e a a •w• •w• •�• 1 10 � ` � CHS.NB.414 SIGN TYPE: .r. .rt. B e �""'� �. a �•A ! SITE SIGNAGE ORION 9" . � L_B UC 190 UCKLAND RD. ..[. SOUTH WNDSOR,CT 05074 19 LEDs 25 LEDs 25 LEDs 26 LEDs 26 LEDs 40 LEDs DATE; LED LAYOUT 5/4/2020 ELECTRICAL REQUIREMENTSo DRAWN BY: LEAS;(121)7100K White Sloan Prism#701269-7WSJI-MB DRC (40)Blue Sloan Prism#701269-BLSJI-MB ALL:ALL ARY S SECONDARY REVISION: or Power SuoDly. (4)Sloan Prism 6OC2 SOW 8701507-6GC2 Q O.7A WIRMUST BE GROUNDED Total Load:2.BA Q120VAC PE APPLICABLE ULClrculfs:(1)20Amp Required NEDELINES SHEET: "a"?I 5OF12 DWG NUMBER: S Sea 1 20 Amp Disconnect Switch W/Weatherproof- -To Prima B-87942 Building Wag /2'Seal-tiro EIecL—� 1R'StraightConduit LED Power Supply Primary Conduit Typ. Connector Typ. In Enclosure Typ. Gang Lever Cover Placed Within Sight Of Circuit ENGINEER SEAL Sign/Remotoly Mounted 3 Capable Of Being Locked In The Open Circuit Position tr I ULTIMATE WIND SPEED 145 MPH WIRING DIAGRAM FOR REMOTE NON-PARAPET WALL INSTALLATION EXPOSURE aurmDR.w" wolma.M.aw. n rsM It a is sAIt.m9 curl nMa Note:TN*.gn..laded lu be vnlabod in acco lm with ew roquvemenbd Hu.a.O..wrtrctn r.11 Ar.e.Gr Mi.lAr..1a.rm er rsm a...A Made 600 of U+e NFM 7017 hlatronat EleceKal CodO.ndlar other.ppFrabb aw[..r.14 uro.[..r.o[nw local cod".The hdodoa proper grourdnp and borHkV of 0e a10r1. ....rn.orr rn1.a re rE Rr.Oo[=0 UNINT1D.WV FALrOI PH ILA DEL PHIASIGN TT.. 707 wool slrMo ord-suM PwoWMN wjW"y0W6s 4, #8 x 1/2'Flat Head Thread 3/4_ 063'Alum.Outer Return Ph000.ass an 14W Rolling Screw @ 18'O.C.Max. -- --6.31 3/4' 1/8'Acrylic Return 2 3/4' 4' (� --5/16'i 3/4'Clear Acrylic Segment Face { 7 Backer,Shoulder Cut As Shown. 1/2' /-3/4'x.063'Alum.Return Welded To Letter I� '', I r CUSTOMER: Back(Grind Smooth @ Outside Perimeter) r--' - a Adhered To Segment Face 1!8'Trans Blue Acrylic- ^��-Continuous Neoprene Gasket @ Bottom Of �� --08 x Itr Flat Head Thread CHASE Return W/Second , "c Return(Color To Be White/Gray) - -. Rolling Screw @ 12-O.C.Max_ JOB NUMBER: Surface 3M Envision i 5/8'x 518'x.090'Alum.Clip 1 1/2'Long #3735.50 Diffuser Film , Adhered To Letter Back @ IS'O.C.Max. -1/8'Thermoformed Trans.Blue CHS.NB.414 Adhered To Acrylic ; '. --•.090'Alum.Back Acrylic Segment Face Adhered Face Typ. ------ To 3/4'Clear Acrylic Segment SIGN TYPE: _ See Following Page For Face Backer Typ. SITE SIGNAGE _ ( .090-Alum.Back-----' ack--�"- Various Installation Methods 3/4'Clear Acrylic Segment Face-�'I See Following Page For Back,Shoulder Cut As Shown. Various Installation Methods LoeAnoN: Adhered To Segment Face 100 BUCKLAND RD. —.090'Alum.Back SOUTH WNDSOR CT ON74 1/8'#7328 P95 Matte Finish White AcrylicFace� 12SThemofTrans.—, e Blue Acrylic Segmentegment Face �-.063'Alum.Return- DATE Adhered To Acrylic Adhered To 314'Clear Acrylic Weld To Back 5/4/2020 Return Typ. Segment Face Backer Typ. -1/4'Dia.Dram Hole DRAWN BY. 71OOK White Sloan—' Blue Sloan Prism - WI Cover Typ. DRC Prism#701269-7WSJI-MB 0701269-BLSJI-MB LED Typ. 1/2'Seal-fife Straight LED Typ. Conduit Connector Rom ' /j wmo.r we by ALL ACRYLIC ASSEMBLIES SHALL -See Following Page For SHEET. FN l"T 1/2'Seal-file Straight EMPLOY A SOLVENT TYPE CEMENT a Various Installation Methods 6 OF 12 Conduit Connector FOR INITIAL RAPID ASSEMBLY FOLLOWED BY MONOMER-POLYMER- — DING NUMBER: SOLVENT(MPS)TYPE CEMENT B$7942 AROUND ALL BONDED EGDES. T ENGINEER SEAL: INTERIOR SURFACES ALL ALL ALUM. —063"Alum.Bridge Plate- 1/4'Dia.Drain Hole- RETURNS 3 BACKS SHALL BE Weld To Octagon Returns (�Each Low Point Typ. PAINTED SPRAYLAT STARBRITE -Paint To Match Building WHITE UNLESS OTHERWISE NOTED. (4 Req'd) `-See Following Page For Various Installation Methods t—{ DETAIL @OCTAGON BRIDGE E TION THRQ_QCQH LETTER SECTION THRQUGFLOCTA O SCALE:3'=1'-0' SCALE:3-=V-0- ULTIMATE WIND SPEED 145 MPH EXPOSURE as s oe trio AL wwwa screws a nmmxsM rn As Ins KMOP YRsc M ttoeens6naxn Moo nrao.oa rot ar rsca n■sot to Wole:The600 agn s kdaxle 1In be knaonal od n accordance or th requeee ble of of"Iwo to AN r WSW row ANCIa 600 o1a»NPPA]otrNaoonalEbarcal CadO ands anon apyr.solo SEE FOLLOWING PAGE FOR local codes.Ths ndudas prapor grandatg and bonding or dui i9t VARIOUS INSTALLATION METHODS WAAMIAM Na s 0 to al WM CMX rnmu0[A 0 UNKM 0 Aar rNSNL - Eas Wag W/Stucco And Insulation EIFS Wall System Over Sheathng _ (Confirm Exact Depth) -""� mmHg318'OAN Thread W/ PHILADELPHIASIGN M M� -318'0 Togplcr Zip Toggle -- --------- Wag ..........,-e.........,,e,,., Bat 2' W W/s)W/1 /t/2 1/2'Swnd•ons ' Stand one 70T caw sPrN B a.e.e sO..T w ►anwm NEw J.mq caws Si<Jn Back s..:MEN WAS Sign Back CUSTOMER: CHASE FASTENER DETAIL-STUDDED_WALLAYSIEM FASTENER DETAIL_STUDDED WALL SYSTEM JOB NUMBER: SCALE:NTS SCALE:NTS CHS.N8.414 SIGN TYPE: SITE SIGNAGE _ LOCATION: _ 190 B11CNLAND RD. --Concrete Wag INSTALLATION DIAGRAMS ---SHOWN ARE CHANNEL Brick Wag Surface SOUTH WINDSOR CT 06074 LETTER SPECIFIC ONLY DATE TECHNICAL SURVEY 318'0 Double Expanson ,- —318-0 X Expansion 5/4/2020 u= REO'D PRIOR TO -- --- Anclum W1318.0 Bull Anchor W/Irr INSTALLATION Akan.Spacer DRAWN BY: �- 1!l'Sch.40 Alu m.Prpo DRC HARDWARE INSTALLATION � Spacer Bads TO FOLLOW MANUFACTURERS f� REVISION: GUIDELINES -Sign Back - - - �J----- - N.W- DA. By, SHEET: INoweT FASTENER DETAIL—CONCRETEIRRICKICMU )ASTENER DETAIL-CONCRETE 7 OF 12 SCALE:NTS SCALE:NTS DWG NUMBER: B-87942 �._ ENGINEER SEAL: EIFS Over CMU Wag _ EIFS Wag System 318'Sch.40 Alum.Pipo -,f Spacer MM 4�t1�q;�4A 1W0 Screw Type -1 iiliti . i1i3F1t.i' -Existing a Into Plywood -- Concrete Fastener (314'Ma.Thickness Plywood Req'd) �- Sign Back Sign Back -- -- ULTIMATE WIND SPEED 143 MPH EXPOSURE FASTENER DETAIL-CONCRETE/BRICK/CMU FASTENER DETAIL-WOOD FASCIAMOOD BLOCKING ere B a.oBrm,l DRAW"SCALE:NTS SCALE:NTS CKARD n.s0 n a arrrtB ran no rae wo■asrssnerwnr aro0acr Non: H.sign 01m I'PA 20 7 National lencal Coda a with other d m.oft [ -Toonr>mns Norm ANde fi00 d tlm NFPA 20I7 Nakon0l Ebck,cal Cade Brrdler o0mr Bppkre0b BE s W.To-1-1 0.11.0E Tow local cabs.Thm krclWas proper grounding and OoMNq of the Wri. o0wum M0 Is a 10 I E 09A Enna. W"owUA A town m MT nlSreaN vtSVa Utie w 1t -, t x t L4 '_ t�Z C 91. c, m) CVk&t1H e-t t e+4er Sc-t- orn t . . 0 C on aIpGE ROOF BEHIND T 0 PARAPET _ TO PARA:'ET� ; T0W114 R0 0 �T 0 STONE p $>ry I Ur 1 o ' *TO SLR East Elevation 6• ;'. t4.0-Vr r 41/l kE LI h,I n IMF ADA-EP-CT SIGN E05 MUUNTS UFWBD-WO -1" BACK-TO-BACK WITH wort wd&M OCVAOM tea~C�LIUMS- sucNTs SIGN!101, an-VIN MATCMG BILK VIIM sAalctt sue:U mit Chase New Builds tl�ZAS wn 12/17118 - P H I L A D E L P H I A Sz CHS.NB 411-South Windsor °"O M . B81282 i^ A I 190 Buckland Road a,r South Windsor,CT 06074 7 ORC Page 1 S� ✓1 E t 3 - Z Gc LC A W 3�, 31, k E' _ u C5 -� td� C� ��e ch an o) s k .� 1r. 1'9- io �A TOP VIEW 19' b3116- EO V 3-13116'i'_A7_ O f• YS N H A 5 E 01 -Drive-Up Drive-Up ATM ATM ATM _Customer <- Customer S„^ I Customer Parking Parking i Parking Entrance <- Entrance j �r Entrance i GRADE FRONT VIEW SIDE VIEW D-5-RE Douo€-FAm Nowkummm Dmita wa►(Rc-bKownwl-5.7v s�wrs TIIIC Chase New BuildsDWIZAS By IMTC ` e'^ �`2:&'+je' �,`Zi�:C-`Ji T{"`>L `• A 5^T""..'. �..j:r �. �(,'^�.V: 1 12/17/18 PHILADELPHIA CHS.NB.414-South Windsor 881282 -�- 190 Buckland Road South Windsor,CT 06074 10 . �?sasi...s.v�. 3.aL;�'�ca-.;.4 ..-�..,.. ..,,.Q ...,:a'c>»C ;,...y AT• � BBC Page 10 i PHILADELPHIASIGN °3 All Exposed Painted Surfaces Shall Be Coated Y With Matthews N282-208SP VOC Gloss Clear. ■ TOY w..r SP hM QUO-Sr ;o With Mirnmum 2 Mils Dry Film Thickness(DFT) P.Iwya,a.w�.,..yoeas Top Of Sign To Be Painted To w Per Matthews Application Specifications. ) e7 '------ —`- --_— MaehMatthewsAMP-19891 � ✓�✓ �J•�J•� �•�✓ ✓•� Piw,n:ssssOUS F.a:.30 ex9 esEe lCh.,so Nickel Gloss Finisha ....wNi.e.an+wae.wm I 1 VERIFY ALL COPY PRIOR CUSTOMER: TO PRODUCTION OF CHASE TOP VIEW DIRECTIONAL SIGN Signature Band To Be Painted- _ To Match Matthews AMP-19891 JOB NUMBER: EQ. 1'-313116' q, Chase Nickel Gloss Finish 31/16'- CHS.N8.414 - — SIGN TYPE: —-— -Chase•To Be Surface Applied — SITE SIGNAGE a —`-YA 3M A680-10 Reflective White Vinyl , /, C-',, _, rt, ( [nIl�)c='J[`� ��-.�[1-►l U�\c'J(�-� Octagon To Be Surface Applied LOCATION: 3M A680-76 Reflective Light Blue - ------ ---- - - -•-- 190 BUCNLAND RO. Vinyl SOUTH WINDSOR.CT 06074 1/4"Wide z 1/16"Deep Reveal- Jll�l�s�VJ DATE: ATM�j(r��{ Routed Into Sign(Ad Around)- 514/2020 U To Be Painted To Match Matthews AMP-18248 Chase Dark Nickel DRAWN BY: Gloss Finish DRC C�,LI��LUIMIC,� Directional Copy&ArmwsTo Be REVISION: Surface Applied 3M A680-10 H O" or Reflective While Vinyl Typeface To Be BUSS Bold.Verily (;) ry Copy I SHEET. EMGOE►r m Prior To Production 11 OF 12 C4 v-, L G� '�wG(� 090'Alum.Face Painted To DwO NUMBER: }! Match Matthews AMP-18248 B-87942 ---j--2 10 Chase Dark Nickel Gloss Finish ENGINEER SEAL 5 114' GRADE FRONULE-VATION $Q-9 VI-F&I REAR-=VATION DS-RE(SIGN E13I SCALE:1 1/2'=1'-0" SCALE:1-1/2"=V-0- Qn:I SCALE:1 W'=V-0- MMI)AFIDD-IBECTMAL NOTES: ULTIMATE WIND E 115 MPH EXPOSURE C 1.Soil Assumed To Be 300 psf/8 Lateral Bearing Pressure(psf/8 below natural grade). ,a a..a.�wr wr 0 0..." 2, Concrete 2,500 PSI @ 28 days. aura n"m e islam .e Ea"UK 3. Reinforcingsteel shall beASTM A615 GR•40. KM n.ae0,p Maf Ma aeaR 4. Structural steel shall be ASTM A36. eE s0.0re fe A.T.0 001.10E r.e. 5.All welds shall conform to A.W.S.standards. a IT n M MO.cro. n MaOKIA M VAIOM w as FAS Ol tt py. ANIffs f p affix PH ILA DEL PHIASIG,N Tor W,sll4n0 S.,'-slm P.Ingr9.N.Y J—"990Ls Platy:an 9r 1460 I—959.4"9549 a—plal.Wlphlssitai.— 1 I } �--9----} 3 3116' .j I I CUSTOMER: CHASE JOB NUMBER: d�, 10G'OCHt Rlp ) 3'x 2 X 1/8•Alum.Tube CHS.NB.414 (Architectural)Frame ' kuGU�SOGII`- ; SIGN TYPE: eA , SITE SIGNAGE 1I�G9Nl•;"'W LOCATION: 190 SUCILAND RD. SOUTH WINDSOR,CT 06074 N'Q1:(i;�fltiuC Q' I1�U CSUUr DATE, 5/4/2020 DRAWN Or DRC c------------------1 GRADE -- �----------------- REVISION: Lu o ~/r�\// j /\/\\\.•' \\\ii 4 I 4• \\j/�\i, SHEET, eHooe►t 12 OF 12 G LU • • 4 �m DWG NUMBER: N W • • 0.17 Cu.Yds.Of " 11 B$7942 Concrete Required • 4~ •4 Embedded Portion Of 4 •4 ENGINEER SEAL: — i—• Column Shall Be Primed 6 PDir,lotl For Corrosion -- ProleUbn EgQNT ELWJION MEMEW SCALE.1'=1'-0' SCALE:1'=1'-0' f ULTIMATE WIND SPEED 145 MPH EXPOSURE 11.1 6 M 9w/YILL 911111wIp99 wuYa fJ11A119 A NCL R w f11119IR0 fv 10YI1 9Qi99Al YYw0011wC111119099AI99Ct YR M.w(9 Nw,9991 IStQAw9Y* 91 IM9rl9 f9.M IT l a WAL yYl. NYSWYOI n l R w w Y19.AIMA 19191011OR a E111�0M w INr rA9.wl cT tr Er Po.,f...�.•..,...., V#J N U wwmf i • • , RESERVED PARKING� PARKING PERMIT PERMIT LILT PAWJMG 5FACr sr�cr cluaE VIOLATORS WILL AILL BE I. 12' —� TC-P-ADA-RE-CT pE MoumI ADA PARR•IG RE4utATm SIGN(RE-ENGINEER I Sw,:NTS F -fMWw�4�.W 4D rO y.yiq,,,l CCESSIBLE nEM,d rur TC-P-ADA-V-RE-CT �- PoEE MouNTED ADA PARRING REGUTA m SN w/VAN ACCESS(Rt-E%m ERED) S—:NITS "'aUMK try DATE Chase New Builds ZAS 12/17/18 P H I L A D E L P H I A Aom" CHS.NB.414-South 1Kndsor 190 Buckland Road 687282 South Windsor,CT 06074 BBC Page 11 i was i E�a��as ©.0.SCFF- t - 7 _ Jwr .0.STpE _ TO SLAB ti South Elevation tr•ATM 111 a • TC-CL-W DU-C-A Now-lutimmA D CEuRma Sww-2.1ss luurtluato Dam Ur Lew DEsiGumott"ATM"-3.1 sr s`mc N TS SLAW its T E Chase New Builds O.GtlrZAS OWE 12/17/18 P H I L A D E L P H I A 55 CHS.NB.414-South Windsor °"°^•� 981292 190 Buckland Road vvr, South Windsor.CT 06074 13 BBC Page 13 i i 4� PHILADELPHIASIGN Yi 707 Wo.3p"Qa 3v PNmrq N—J-rr oms m Piano Hinge Fora-.fe.- Double Puke ww..phii.da4iuo.kacan a.>x.----------------------- DisconnedSwdch With Sealing Boot (� ^� ^ CUSTOMER: 1O All Exposed Painted Surfaces Shall Be Coaled v With Matthews#282-208SP VOC Gloss Clear. CHASE -- ` With Minimum 2 Mils Dry Film Thickness(DFT) ( Per Matthews Application Specifications. ) JOB NUMBER: •J�1-J•1�1•J•�•J•J�J•-,I•.../J-/ CHS.NBA14 TOP VIEW 125-#7328 White P95 Matte Finish Acrylic Behind SIGN TYPE: Routed.090'Alum Face 1 y8- SITE SIGNAGE yp .09(r Alum.Face&End 6- Typical — Caps.Paint To Match {l 2 7' --( 718- LOCATION: Matthews#MP-18248 4 3/8' { Chase Dark Nickel Gloss �— --090'Alum.Reveal Paint 190 DUCKLAND RD. Finish - 'To Match Matthews SOUTH WINDSOR.CT 06074 #MP-18248 Chase Dark .125'#2046 Oplix LD White Nickel Gloss Finish DATE //�'�\,\ Pigmented Acrybc Lens With 5/412020 First Surface 3M 93635-222 O lo -Double Pole Black Perforated Vinyl With Disconnect Switch DRAWN BY. N l � �� With Sealing Boot ✓✓✓✓✓✓✓✓✓•✓✓✓✓✓ _ -UL Label DRC r,r —.090'Alum.Bevel Paint Jyi'"'� �— #8 Flat Head Thread wmREVIS.pN'D,,, ar ' 4 � € !1 To Match Matthews nn :�¢ '% ,• 'r` •,yr' �. ��ir`ikS,• #MP-00366 Chase Blue Rolling Screw r Semi Goss Finish (4 Per Side) -"— SHEET: .090 Alum.Arrow Housing: Angled Area Above Arrow: 8 OF 12 -Outside Painted To Match Matthews FRON�ELEYATIOI� Paint To Match Matthews OMP-41306 �S(D�VIE�I TWO NUMBER: #MP-18248 Chase Dark Nickel Black Goss Finish Gloss Finish DU-C-A(SIGN E18) -OR- DU---C-A B-87942 -Inside Paroled To Match Matthews QTr,Z Decorate With 3M#3630-22 Black SCALE:1 1/2'=1-0' #MP-41306 Black Gloss Finish SCALE:1 1/2'=1'-0' Vinyl With A Top Coal Of Matthews ENGINEER SEAL: -OR- #282.208S VOC Gloss Clear Decorated With 3M#3630-22 Black Vinyl With A Top Coat Of Matthews #282-208SP VOC Gloss Clear ALL EXPOSED FASTENER HEADS SHALL BE PAINTED TO MATCH THE EXTERIOR CABINET FINISH ULTIMATE WIND SPEED t4S MPH Ng9g)�tnaG�9LES� EXPOSURE C 1. Sufficient Primary Circuit In Vicinity Of Sign By Others. ua N a.rarn.��ar.s EEL Electrical LO;!Q 2. Final Primary Hook-up By Sign Inslallor, OKUM n Fa:a a N nsame to 1ou. Now:This sgn N i nalndcd ki be knialled in accordance wnlh IM requ.evem of (0.3)Amps @ 120 Volts Where Allowed By Local Codes. !!tNnoK N m.MC"M1°""A= Ar6de 600 of M WPA 2017 Naeonal Elack"Code aWor oew ( .t.rs nJ-.'ten tau I Fsm n N on n epp�cabb Electrical Rl&nA 3. Sign Shall Be U.L.Listed. .t aw.a n."roan autsmr V.W. local Dodos.Tt1b kKNMos proper DiourWrg row twrMug a tlne Sion' (1)20 Amp/120 V-11 Circuits 4. Mounting Hardware By Sign Installer. W�111!111 a a 10 0 21611,rC)PI1111, 'r,, _ � ` ` -#10 x 1/2"Pan Head Solf-Drilling s Screw @ 51/2'O.C. --------- s---•---------1 � PH ILA DEL PHIASIGN 4 3/8' 1 518' 1 1@'Alum.Piano Hinge 24'Long ,t • .......r.I-.,...,,,,a,,., .090'Formed Alum.Face ------ - 1 Plug Welded To Angle Frame 7er --- -I sPri.,a a.ra.,.as.w Panel Routed For Copy _ _ ►.Mare,N.a J.nq 000 090'Alum.End Cap 3/4'x 314"x 1/8"Alum.Angle Clip Ph-8 .sxs.uw I 7'Laig Adhere To.090'Alum. Welded To Face Panel �.� Bevel Panel With Lord 0406/19 Structural Adhesive For End Cap r 1I 3 5Ii6 I Closure(4 Required) CUSTOMER: Pre-Coat ite O50' Wh1 Alum LED BafOe ).__.._.—__.. ,- CHASE Attached To Raceway ) 31W Dia.Fastener i✓J✓✓J✓✓✓✓✓✓J✓✓ _ _- _:_ (4 Requlred)(To Suit Wall Conditions) JOB NUMBER: .125'#7328 White P95-�� 1/2'Seal-rite CHS.NBA14 Matte Finish Acrylic I Ilr^Conduit Connector CL SIGN TYPE: SITE SIGNAGE 05W Formed Alum.Raceway 1- �r r r r r r r•+ Cover With White Agilight R102421C-N4 Relay LOCATION: S gnwayz Pro 160 l k (By Functional Devices,Inc.) 1 l , 190 BUCKLAND RD. ` Copy(10LEDs W-2B1 For �! l due r Primary Side of LED SOUTH WINDSOR.CT 06074 Copy(10 LEDs Required) i Power Supplies 1 i/4'Dia.Threaded Wokl Advance LED-120A-035OC-28FO DATE: Stud With Threaded Nut Flat&Lock 700mAll7 Wait LED Driver Q 5/4/2020 Washers Typ. 0.7A Each(3 Required:1 Each For Red.Green&White LEDs DRAWN BY: Prop Rod Assembly __ _-__ _ DRC 090'Alum.Bevel Cover - --1`'1 3/16' � Formed Alum.Raceway Welded Chemically Bonded To -\ To Akan.Angle Frame R ME d., �D or .063'Formed Angles \ � - .090'Alum.Back Adhere To 3/4'x 314"x 1/8'Alum. \ __ _-_ __-_ Angle Frame With Lord SHEET: eao oc.r - #406/19 Structural Adhesive 9 OF 12 Angle 9'Long Adhered To _ 090"Alum.Face Only - 1 1/Z'x 1 12'x 1/8'Alum. DWG NUMBER: With Lord#406/19 \ Angle Frame B$7942 Structural Adhesive Typ. 1 #10 Pan Head Self-Drilling Screw Q 6"O.C. ENGINEER SEAL: 1'x 'x.063'Formed � Alum.Angle Adhered To .090'Formed Alum.Bevel Bevel Panel&Bevel Panel Screwed To Angle Frame Cover With Lord 9406/19 Structural Adhesive 3/4'x 3/4'x 1/8'Alum. Angle Clip 3/4'Long Adhere To.D90'Alum. Bevel Panel With Lord 9406119 Structural Adhesive For End Cap Closure Typ. ULTIMATE WIND SPEED 145 MPH SECTION VIEW EXPOSURE Sc uE:G'=1•-0' m Is AN atswa wtte r oetaiw rum W PSM it a acme FOR taa Non:Tin sW is Inb.4ed to be lr iLOad n accordance 1MDi the lequaemenls of ttawae imo cmLx mw wn A Maria ARM ranee aw Ne ar"M a a wi n Article d . Ea NFPA 701r p"National Electrical Colo anoar oeia applirvbk at wtae to se7aat eots,ot roue local codas.TM krJWos WWa 9 �+q and baWng al Mr sqn, at4tsrJma NOR s a N M MM cwrie. MnaOaQA w tAwriN s art t4araa 1/4•Dia.Weld Stud Copy To Be First Surface Applied 3M#680-10 Location(4 Required) Refloclive White Vinyl Typeface To Be Bliss e} ---- ----- -- - --Bolo.Verity Copy Prior To Production I AS.d 3'_0' PHILADEIPHIASiGN Tor W--I spring G""Se-w EQUAL 2'-6 3/16--_ - _ _ - EQUAL 125 AIUm.Sign Pb—.Panel Panted To Pwmyr~I"r,j r"Y� Match Matthews#MP-18248 Chase 114%aft 460 -_ _----_-- --_-_--- ---- Dark Nickel Gloss Finish YY•ax o»ono - - ..,..W+rabM.-rwr.cero J • O r � CUSTOMER: w �� CHASE - rJUZ � I717 I-!II - r (C��--�� ter n r:ter]' I n,�1 n l L JOB NUMBER: 17�1I CHS.N6.414 -� SIGN TYPE: SITE SIGNAGE w - LOCATION: iV M ro 190 BUCKLAND RO. SOUTH WINDSOR•CT 06074 DATE: �- --- YFRONT ELENAZION - 2•Wide Accent Band Painted To 5/4/2020 TC�L-W(SIGN E19 Match Matthews#MP-00366 DRAWN By: 1 Chase Blue Semi-Gloss DRC Qnl•:1 SCALE:3•-1•-0' REVISION: 1/8' 21/2' w-m-r Dui. BY 8•Typ.� 1/2•Dia. E.I.F.S.Exterior SHEET: elooe-r 1/ Pipe Spacer � 10 OF 12 DWO NUMBER: 1/4•Dia.x 2 1/2'Long Weld I--- - - -- �11 B-87942 Stud On Back Of Panel Cut I `Wall Stud Q Bride Exterior I �. I r-- ---'- -- - - - To 1 1/2 Long Whon Mounting I 16,O.C. t _ Al Wall Stud Q ENGINEER SEAL: To A Brick Wall(4 Required) I ` I Wall Sheathing I -_ I 16'O.C. I I Ar V Wall Sheathing ,--.I 25'Alum.Sign Panel Painted I __ --- I 1/4'Dia.x 21/2-Weld To Match Matthews#MP-18248 I f� Stud Embedded In I rtAUN.EktBEDMENrI 1/4•DIa.x 1 1/2-Weld Stud Chase Dark Nickel Gloss Finish 1 q,q 41I ,r - I Silicone Adhesive 1 I Embedded A Minimum of I i 1 (4 Required) I 1 1 12•Into Hit i HY-20 j I �I I Adhesive Using Appropriate t t I. _ -_ 1-i Screen Tube Where Needed I (4 Required) I-Fender Washer ULTIMATE WIND SPEED 145 MPH SIDE VIEW E•1•F•S WALL BRICK WALL EXPOSUREC SCALE:3'=1*-W INSTALLATION DETAIL INSTALLATION DETAIL 11m n Y OnGNY OIII�lfNO DAMY� FULL SCALE HALF SCALE Weans n Ra n a oeurm roe nw rDnorKnn■awxxm-ono »oxen oon rou or rGO n n nor ro "own ToYT-nr OYIRIN rUYa ouutunn oa- If 10 is CUM" wrim-a4 a e .Ain nu tin rwiou S i ✓� E as - =vk 64-a C( vke cN a = � 'I�( '� x I.`-'1 " ( 13. 8 F�) Y"AMU u�-t st N a4 ... _. H 77 R GRADE M-1=410E SPAWNS NOTE:Brick Basc to klatch&uldini; MIA Chase New Builds owaByZAS oaE 12/17/18 P H I L A D E L P H I A ^ass CHS.NB.414-South Windsor ("`G PAN lid � 190 Buckland Road Bstzaz 2• South Windsor.CT 06074 WILY ORC Page 5 �I i LED Illuminated Chase Letterset W/ 1'-2 3/18" ---- -- --- - / I — -- PHI LADE LPHIASiGN � 125"Thk.While Acrylic Faces i3. Blue Acrylic Returns ^•<••^• �• 707 W"I sprM,e aerd.n fkM .125"Aluminum Face Panel Palmed =, MP-19891 Chase Nickel Gloss Ph-1 a �� U—,(�� • _ LE Finish luminated Octagon W/.125. r �PtWw•b�F+a1.CO•11 I I 11 Thk.Translucent Blue Faces it 1111 ��LJ U _� CUSTOMER 20A OtllcorNled To Conform To CHASE NEC 600.6A1(Exc.No.2) 14 JOB NUMBER: -- _ ---.125"Thk.Translucent Blue Acrylic CHS.NB.414 e, Illum.Accent Strip On Both Faces - 2 Stone Cap SIGN TYPE: I SITE SIGNAGE c —Brick Base To Match But"Typ. LOCATION: Typ kL1 r --- 3'x 3"x 118'Thk.Steel Tube `-- 1 190 BUu CRwD Rn. 11 `a ' SOUTH WNDSOR.CT a6074 I t GRADE ? �. .:e •�.. i �. \' r ♦ e�` :_ •t •�''L �` DATE. 1O _- •ice'•,•• �-•,�, _ :. a 1 t.� .� --Grade.04O \ \ j •i . \ >, 5)4/2020 \ \ „ Galvanized Mesh \ �• 1 T'f / DRAWN BY. -�`�-6 1/1'x 6 1/2'x 1/2'Thk. 0\ '� F ? Steel Base Plate ��,; •1 DRC } -- --Electrical Conduit REVISION: --- t, M, D.I. cy i•7 +�'.•••1•. •1 -- `-IQ-Dia x 21'Long s •r y bo Anchor Bolls .�ti • 1; ,: S EEP 1 OF 12 eNe orrr fL " --. . - ------- - (5)#4 Bars On A 10' 1, Pattern W/(6)03 (�' . �• DING NUMBER: ti Stirrups Q 4'O.C.At Pro e t B-87942 7 Top 24'Then,17'O.C. i' ��Thereafter T -�I ENGINEER SEAL: Concrete Footer J_ 1--6-DIa 1'-s-Dia. r FBOW-E-LUMI12L I�M�� z sCAL�I14r LN M-12-RE(SIGN E01) CITY:1 e;l BTAhDARV_MQN_UMENIAQ1Us SCALE:3/4"=1'-0' a•A R ,, r; 1. Sufficient Primary Circuit In Vicinity Of Sign By Others. 2. Final Primary Hook-up By Sign Installer. Whom Allowed By Local Codes. ULTIMATE WIND SPEED 145 MPH 3. Sign Shall Be U.L.Listed. EXPOSURE c 4. Sail Assumed To Be 300 psf/ft Lateral Bearing AD Exposed Painted Surfaces Shall Be Coated Pressure(psUlt below natural grade). re w r ewceex 0r1rre0 OR F Est Ekdrlcai�9" 5. Concrete 2.500 PSI Q 28 Days. ArArM er"M w e arms re feu TiftWith Matthews 11t282-208SP VOC Gloss Clear, roeru rrwcvaenr esn.reexn Nee: ON efan w e PA 2011 '-k 112*d- ,'Code .win the'*sgP` 0rm d 1 (1.16)Amps(dl 120 Volts 6. Reinforcing Steel Shall Be ASTM A81 S GR40. eow rurn ra ran n rxa n e o0I n ArOde cle Wan NFPY1 tot?porgonl Elvarial Cade atom o1Mr aPp`caae (� With Minimum 2 Mils Dry Film Thickness(OFT) Electrical ReWmts 7. Structural Steel Shall Be ASTM A36. ae eee�e to IerOeF ousioe 7we local F>pd♦f.TM Include pnepw p01nd110 ted baFArg ar the sign. Per Matthews Application Specifications. ✓✓✓✓✓✓✓✓ ✓.�✓✓✓ (1)20 Amp1120 Volt Circuits 8.AN Welds Shall Conform To A.W.S Standards. °Af" rA'w"w"a n n M Walk ow", aMmwxn r rner®war rAur . 0 ELECTRICAL REQUIREMENTS; 1 EDc(130)7100K White GE Tetra MiniMax MS#GEMS71-1(CHASE) (32)Blue GE Tetra MiniMax#GEMMBL-W1(Octagon) (48)Blue GE Tetra MiniMax#GEMMBL-W1(Accent Strip) PHILADELPHIASIGN Ppger%w9W(2)GE 12V/60W#GEPS12-60U-NA @ 0.58A Each Total Load:1.16A 7I7 w«t 9Pa•9 Qodm 310" Circuds:(1)20 Amp Required r.my,.,N.s J.sq ass Extruded 8"Aium. 7100K White GE Tetra - Blue GE Tetra MiniMax Pb—856sh.a7l.14eo \ P II6.wsmi Sign Case MiniMax MS#GEMS71-1 #GEMMBL-Wt w.+w.pN1w•m0assrpe,— (65 Per'CHASE') (16 Per Octagon) CUSTOMER: ------- _ — CHASE { _ ) JOB NUMBER: CHS.NB.414 — t 'ra 31ON TYPE: SITE SIGNAGE LOCATION: 111=17 190 BUCKLAND RD. ——� —�' —_•— - SOUTH WNDSOR.CT 06074 P 3 13/16' V-313/16' 1 31 6' 1'-313116" V-313/16' 3/4"x 3/4'x 1/8'Fabricated DATE. -- Alum.Angle B ace(8 Req'd) 5/4/2020 — --- _ --__--_ DRAWN BY: .. - .050"Alum.Raceway Cover DRC — - - Notch To Fit At Ends-Attach • To Case Extrusion W/06 REVISION: Pan Head Thread Rolling N� D— e. Screws @ IV O.C.Max.Typ. 10' 10" SHEET: •c wrr .05W Formed Pre-Painted-j Blue GE Tetra Max- 3"x 3-x 1/8" GE 12V/60W LED Power Supply --20 Amp Toggle Disconnect 2 OF 12 White Alum.LED Baffle #GEMXBL-W 1 Steel Tube #GEPS12-GOU-NA @ 0.58A Switch W/Sealing Boot In (2 Req'd) (24 Per Side) (2 Req'd) Junction Box DWG NUMBER: B-87942 1 ENGINEER SEAL: tI1\�h1' ULTIMATE WIND SPEED 145 MPH EXPOSURE C i M a W ena"Yetatan"rurPc ELECTRICAL ELEVATION -1" n r rrme rr YwI Note:Ths sgn rs reWracd xm no nspYled rn xcaenrwa wut en rWluromants of SCALE:NTS rKMiur®IN M W rs 11 a W M AMdn 600 of Imo NFPA 20 If N:toam l Ehec�l Coen xnd/W 00ar appkaWc of I•erx To AxYIOE VITS14E Tow focal codes.Thrs inclWos proper gruundmy and b—brig of Ore wan. ON&WUD o m s n To r mck WON 110000ICIA 0 DxWnp r Mt MUM i .JINIVI%r'j- PHILADELPHIASIGN Plate /3116'[/ 0 167 weM aarw G.d-N—I \ 5" 6112'x6112"x1/2' ►amps"^"Jwrroeocs Steel Base Plato Ph—:tb°4"'1440 2'Dia.EIec.l loll--� 1 - rr:asi m out 0i sml.a.4ovsslar�... if . . CUSTOMER: I: e \ CHASE � 'o - - —12'Heavy _ �--- 3"x 3"x 1/8" Hex Nut JOB NUMBER: " -— 518"Dia Hole Typ Steel Tube y_ CHS.NB.414 uI O O O1 1rz•wide Flat Washer SIGN TYPE: _12•Heavy SITE SIGNAGE Hex Nut 11 3/4" 'a LOCATION: y 190 BUCKLAND RD. BASE P-ATE DETAIL t`a SOUTH WINDSOR CT 06074 SCALE:3"=V-0" O 12 Q DATE: PARTICULAR CARE SHALL BE TAKEN 5/42020 TO PROVIDE SUFFICIENT PREHEAT OF THE THICKER ELEMENT FOR THE DRAWN BY: SOUNDNESS OF THE WELD.OTHER- WISE,USE 1/4"MIN.WELD. DRC a 12"Dia.x 21'Long REVISION: Anchor Boll(4 Req'd) N inbi Di1i °Y SHEET. etw oeet —3"x3'x1/8" 3OF12 Steel Tube DWG NUMBER: I.OURN r �- .-12"Da.x 2,'Long B-87942 Anchor Boll(4 Req'd) ENGINEER SEAL: 612"x 6 l2•x 12'Steel to O i Base Plate IE E V)�w High Strength, 0°0 /// 12'Heavy IOC Non-Shrink Grout / Hex Nut Ix a. r / D. i •� / / — -12'Wile Flat Washer d d C o " ----- �.—.12•Heavy Hex Nut ANCHOR BOLT DETAIL ULTIMATE WIND SPEED I4S MPH ANCHOR BOLT PROJECTION DETAIL SCALE:NTS EXPOSUREC SCALE:NTS ttw a a aucnw ostwwou oer.er po o Iva n w nm mmm tat.ww Nm L4lrr wD wiffwtvms4immo Note:71ds sqn s nbnlad b be r.sta6ed n actorWince wdh tlb mquremonts of wsc twtrs too rou n rxa°w IN to NFPAof wsrx to 4e1C�1"T.K r0Y4 I—mAdoc*od 0l Die kww 2017 w w- Elm -d Code q oI w-i9 rppScetllo wcuuow.011 s n Ts M eft awu. local Dodos.Thrs Y¢Ytdos pmpsr ptotsWnxJ stst boMmg of 01r s{ptl tB000wat os Duonls w No tsrooi • Oliva, Pamela From: Darcie Roy <roypermits@gmail.com> Sent: Wednesday,June 24, 2020 1:39 PM To: Oliva, Pamela Subject: Re: Permits AS OF 06/23/20 Attachments: Chase Bank, 205 Gateway Blvd - SIGN PERMIT.pdf Hi Pam! Attached is a copy of the permit,the permit application(which I changed to reflect internal illumination)and the sign permit package that I submitted. I am going to pull an electrical permit now,but I wanted to make sure that you and I are on the same page with the signage. Can you have the permit changed to reflect "Illuminated"instead of"Non-Illuminated"? This will cause an issue with my client if I submit it to them this way with my bill. LOL On Tue,Jun 23,2020 at 3:03 PM Oliva, Pamela<Pamela.Oliva@southwindsor.org>wrote: Hi Darcie, I'm good, love the heat, but the humidity is killing me! My hot flashes have passed(occasionally get a small one),but it left me running hotter than I ever used to. As for the permit, I believe all the different signs were on the one permit form,correct? (I don't have it here). I'm pretty sure that if they are all on one application,it will show as one. Otherwise we could charge you for each permit!! Pam Pamela A. Oliva, CZEO Zoning Enforcement Officer Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 (860) 644-251 1, ext. 251 (phone) i 2000291 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER SIGN PERMIT DATE: 06/17/2020 GIS ID:34840205 FEE: 216.00 MUNIS APPLICATION# 202000937 BUILDING DESCRIPTION: APPLICANT' LOCATION NAME: NATIONAL SIGN CORP. 'ADDRESS: 205 GATEWAY BLVD ADDRESS: 780 FOUR ROD ROAD;-'..-,, OWNER:" CHASE BANK OF CONNECTICUT BERLIN,CT 06037 DESCRIPTION OF WORK: NEW NON-ILLUMINTED SIGN FOR CHASE BANK SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE mam THE-APPLICATION AND PLANS APPROVED BY TI IE BUILDING DEPARTMENT. F' r CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDIN ICIAL 6/17/2020 8:34 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE r :I i �! .- � �' i `. ��,iac._ s �v � � i ` r y p "r 4 i� -�_ ''i .%1► �,' '�,�'Imo,.:,•~`•�`.}4 1�� q9 �b��I� �� / ,, �, �a. Electric # APPLICATION FOR BUILDING PERMIT Plumbing# 190 Buckland Road Date: HVAC # Sprinkler# 30342 FINAL APPROVALS - -- --- - Estimated Cost $ ► :G Building f COMPLETE RED BOXED AREAS Permit Fee $ 1 T i Occupancy Fee $ 10 Engineering Affidavit TYPE OR PRINT ONLY Eng. Insp. Fee $ Appr. for CO. SIGN ON REVERSE SIDE - - - - - - - - Total Fee $ TO THE BUI ING DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant E i -Eo ation of Work �1.Q afL 0 Lot No. -Applicant's Address -Tel.# -Town -Zip Lic.# caner y� �1i L C Architect -ewner's Address a147Architect's Address Zip Zip Sq. Ft. New Area: 1 st FI. 2nd FI. 3rd FI. Total New Area Purpose of this permit k1 U C,At A+ C � " City Watero Well❑ Septic System❑ Sewer❑ Ins: HO SP Cert. Area Basement Garage Approved Use Group—'Construction Type �-- Revi"d GM2 � l I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the proper distance from all street lines,side yard lines,and required distances from all other zones and is located in which this building and its use is allowed Signed I hereby apply for a Certificate of Occupancy for the work described in this application for the permit. Signed DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS i I SITE COMPLIANCE CHECKLIST TOWN OF SOUTH WINDSOR,CONNECTICUT *****FOR C OF O***** ADDRESS�OO 1Zc,L, C1c�R c�LOT/UNIT# Reviewed by--80 (Engineering) CONTACT/D 1 k Date Reviewed ,90 pprov Denied PH#_`6 l-id QiS-Q�- ?On-) Reviewed by (Planning) Date Submitted � `f�0 c Date Reviewed a2 3 a I rov Denied Date Reviewed Approved/Denied(Health) As required in the Zoning and/or Subdivision Regulations,no Certificate of Occupancy shall be issued until grading plans have been complied with and approved by the Town Engineer. The minimum requirements shall include: Approved Denied N/A —� 1. Approved building permit plan 2. Finish grading per approved building permit plan 3. Site work; i.e.trees,shrubs, dumpsters,required parldng —�� 4. Utility location; —Z a. sanitary sewer/septic systems —�_ b. foundation drain C. electrical&telephone d. water e. ether 6A g —lam 5. Sewer connection charge paid 6. Appropriate certification -- 2 7. Bonding (/ 8. Planning&Zoning/ Inland Wetlands Considerations -C�� a. Lighting b. Signage Freestanding Wall C. Fee in lieu of Open Space COMMENTS: �'-t`�s�d r4S- s d 5��'t C0 c*c ti B.a,/� S '"-v: Gll .kyw.s �►�../kacl or% L-.,.�. ,y Sk �1/U.'s" ' -� Z'o IJ �fw,o.•� Zee" f' ..JG .r•!f� Co.• I' U7 v'n L1-:. ,...i..,, gi-I)o n.. At A. S .i.t� 2z -.',�.t S�,�� 3O 4 Co l �y y JI St'i�.+'�f=, e o t AsrK J-b Gr'vx:,,;._f kS� 8Cc S•.► � y2 ;h lc f- `•�.i-• -ir. 6z m .kta c.4-�..�d v.,; M, }•►�j�:!„r.. �•I'tci r-'.s:5 k Cr/�� /io� �-1^q s i�.;,w li..�c1.t• i a.. , p- s/engineering/molloy/forms/site compliance checklist w APPLICATION FOR PERMANENT SIGN PERMIT ��yy--�� ((�� UEC 30 2019 Sign Permit# X0003—I Q4t PLANNING DF_PT. Zoning Permit Fee:$AS°' Final lnspe�tions: Est.bos New Sign$25/Replacement$10 Zoning j Gt Building Bldg Permit Fee: Zoning Approval:r?li& y 1-1 Approved: q Date: 1.2 3/ j'j / Electrical Permit# Applicant: rin6— V ar✓►e/ ��C S,GhS Business Name: The of e__3&V Applicant Address: Dc, I1 UO{rvi-t-i-e ��c, CT Phone: Email: Tt,�a.a Grf s�9r) 5 .Cam Address of Proposed Sign(s):j U -sudday, I�Oc,�r�: Zone: TYPE of SIGN: ❑Wall or[Free-standing [�New or❑ Replacement Illuminated? ] No 'es(electrical permit required) Proposed Free-standing Sign: Size(sq ft): Sign Height: Sq Ft of Existing signs on site: Free-standing Wall: Proposed Building Sign: Building Frontage(ft): Sign Size(sq ft): Description of sign materials and lighting: ATTACH DIAGRAM OF SIGN INCLUDING Please sign acknowledging compliance with sign restrictions. DIMENSIONS AND MAP WITH I have read, understand and agree to abide by the South Windsor Zoning Regulations, Signs. SIGN LOCATION ON PROPERTY Applicant: Date: 1 Z'3 0 Property Owner: em [•� n'1 Date: PERMITS/INSP PAYMENT RECPT# 20909481 TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR CT 06074 DATE: 12/30/19 TIME: 11 20 CLERK: morganami DEPT: CUSTOMER# 607766 ARTFX SIGNS PARCEL: CHG: BLDPRM BUILDING PERMIT 702 00 AMOUNT PAID: 702 00 PAID BY: ARTFX SIGNS PAYMENT METH: CHECK 69752 REFERENCE: 190 BUCKLAND AMT TENDERED: 702 00 AMT APPLIED: 702 00 CHANGE: 00 i aryk 27 Britton Drive,Bloomfield,CT 06002 860-242-0031 800-466-4278 F 860-242-2898 artfxsigns.com Owner consent for Siqn Installation and Permits I, Ben Tripp, The Metro Realty Group Limited, authorized representative of the property space located on Buckland Road, S.Windsor, CT , that is occupied by The Gateway do hereby authorize Artfx to obtain permits and install signage at the above address. Further, Artfx agrees that all work will be done in compliance with all applicable laws, codes, and ordinances, and any stipulations or restrictions listed on the permits. l Signature: Name: (auth ed representative) Date: ( 3 L2 A`ORO CERTIFICATE OF LIABILITY INSURANCE ° 9/io/2M'°°o" THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Scott Prestileo NAME: T M Burgess Cc WN (860)644-2534 FAX A/C No (960)644-8500 828 Sullivan Avenue � g:scott@tmburgessins.com INSURERS AFFORDING COVERAGE NAIL i South Windsor CT 06074 INSURERA:Utica National Insurance Group 10687 INSURED INSURERB:Utica Mutual Insurance Company 25976 ART Effects d/b/a ARTfx INSURERC:West American Insurance Co. 44393 27 Britton Drive INSURER0: INSURER E: Bloomfield CT 06002 INSURER F: COVERAGES CERTIFICATE NUMBER:Master Cert 19-20 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE DL SUBR POLICY EFF POLICY EXP LIMITS LTR POLICY NUMBER MMID MMID 4 COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 AGE TO RENTED A CLAIMS-MADE DR OCCUR PREMISES Ea occurrence S 500,000 4796721 9/6/2019 9/6/2020 MED EXP(Any one person) t 25,000 PERSONAL 3 ADV INJURY t 1,000,000 GENLAGGREGATE LIMITAPPLIES PER: GENERAL AGGREGATE $ 2,000,000 % POLICY a JECT El LOC PRODUCTS-COMP/OP AGO S 2,000,000 OTHER- Emp""Benerds $ 1,000,000 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 Ea ccident B 7C ANYAUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED 4788725 9/6/2019 9/6/2020 BODILY INJURY(Per accident) S AUTOS AUTOS NON-OWNED PROPERTY DAMAGE S HIREDAUTOS AUTOS Med,cal paym rots S 5,000 I UMBRELLAUAB R OCCUR EACH OCCURRENCE t 5 000 000 AEXCESS UAB CLAIMS-MADE AGGREGATE $ DED I x I RETENTION S 10,000 1 4796722 9/6/2019 9/6/2020 S WORKERS COMPENSATION $ PER OTH- AND EMPLOYERS'LIABILITY YIN STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 1, 00,000 OFFICER/MEMBER EXCLUDED? NIA C (Mandatory In NH) XWWS821305S 9/6/2019 9/6/2020 E.L.DISEASE-EA EMPLOYEE $ 1,000,000 ti Yes.describe under DESCRIPTION OF OPERATIONS below E L.DISEASE-POLICY LIMIT $ 1,000,000 Ltttical Damage 4788725 9/6/2019 9/6/2020 55,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached B nwe space Is required) CERTIFICATE HOLDER CANCELLATION (860)644-7280 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of South Windsor THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN 1540 Sullivan Avenue ACCORDANCE WITH THE POLICY PROVISIONS. South Windsor, CT 06074 AUTHORIZED REPRESENTATIVE Scott Prestileo/CSR1 � ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD INS025(2ot401) STATE OF CONNECTICUT ♦ DEPARTMENT OF CONSUMER PROTECTION Be it known that LAWRW D ROSEN Z3 RUNDFLANE i BLOOMFIELD, CT 06002-1522 has been certified by the Department of Consumer Protection as a licensed ELECTRICAL LIMITED CONTRACTOR License # EI,C.0194288-C7 Effective: I 10/Ol/2019 Expiration: 09/30/2020 Michelle Se2gull,Commissioner 5 � APPLICATION FOR ELECTRICAL PERMIT TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 (PHONE) 860-644-2511 EXT. 230 DEPARTMENT DECISION PERMIT NUMBER: APPLICATION IS HEREBY: ) �U�" O APPROVEED:/� BLDG.PERMIT NUMBER: DATE INSPECTOR LOCATION OF WORK: q D 8u(,k(Unj Po-d /aloo aOS a�C� �c1 eC Va t3o")LOvu+-i Sd� h w ",, 5"v' c 6 7 APPLICANT: OWNER: TYPE OF STRUCTURE: m e;fi I / ❑�fE W B DING NAME: I�I DD N1�i e)(� l'I PL L NAME:_114c�l U h 5 ✓l� 0 ADDITION PHONE NUMBER ff 60—V.30 '55 W PHONE NUMBER: 9L OY 56 a't ❑EXISTING BUILDING ADDRESS: o4 wmy oy,,, e, ADDRESS: 6 "A ,yt Nyt Lt 01,033 ruv m i n ti�O j Lt ( &d 3 L TYPE OF USE: ❑RESIDENTIAL. ❑COMMERCIAL ELECTRICAL INFORMATION: FURTHER DESCRIPTION OF WORK: TYPE OF INSTALLATION: r " oavi vi c.A ll n et'w o wn e✓S km e a!!v�4.,l C SIZE OF SERVICE: ��(, C a h I- tiU U//ci7�soc a 1 eOC SIZE OF MAIN SERVICE: NUMBER OF METERS: NUMBER OF PANELS: I NUMBER OF LIGHT CIRCUITS: Co ESTIMATED COST:S NUMBER OF SWITCHES: NUMBER OF LIGHT FIXTURES: FEE ENCLOSED:S NUMBER OF A/C CIRCUITS: NUMBER OF POWER CIRCUITS: FEE SCHEDULE:$18 PER$1,000 OF THE ESTIMATED COST. ROUND UP TO THE NEXT THOUSAND ONCE THE PROJECT IS$1.00 OVER (Z6 CENT EDUCATIONAL FEE INCLUDED AS NUMBER OF OUTLETS: PART OF THE PERMIT FEE) THE UNDERSIGNED HEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOMANCE OF SUCH WORK. CONTRACTORS LICENSE NO.: TYPE: r -I STATE: �� I SIGNATURE OF APPLICANT: DATE: 1,2eZ 3 I q { W-6" - "ALIThe G A T - E W A Y O 71 MAJOR MAJOR T E N A N T TENANT TENANT T E N A N T P WNW 13r N � s Scale: 3/4" = V-0" ar 27 Britton Drive,Bloomfield,CT 06002 860-242-0031 800-466-4278 Fax 860-242-2898 arftsigns.com Project: Scale: Date: Drawn by: Checked by: Sheet: yx'1 These plans are copyrighted by ARTfx.Unless purchased for a preset price,they are the exclusive property of ARTfx. They are submitted to you for the sole purpose of your consideration of whether to purchase from ARTfx,a sign manufactured according to these plans. Distribution or exhibibon of these plans beyond Metro Realty-The Gateway AS Noted 10/17/19 SDR 1 your company is forbidden unless ARTtx receives a reimbursement of no less than$500 per page. Your acceptance of these plans binds you to this agreement. - - 4 qty.) Electrical boxes mounted Back of sign to be notched in to to back of sign accommodate electrical boxes and conduits + - - - 96" -- - - i17 1/4" 6" 16" 6" 20" _ 6" 181, �_♦ate_ �_ _- - - _ _ _ -_= J. -_.��'� `C� Ila- Back View Scale: 3/4" = 1'-0" 2 ary '7 Britton Drive,Bloomfield,CT 06002 860-242-0031 800-466-4278 Fax 860-242-2898 eftflcSi9nS.COm Project: Scale: Date: Drawn by Checked by: Sheet: These plans are copyrighted by ARTfx.Unless purchased for a preset once,they are the exclusive property of ARTfx. They are submitted to you for the sole purpose of your consideration of whether to purchase from ARTk a sign manufactured according to these plans. Distribution or exhibition of these plans beyond Metro Realty y-The Gateway As Noted 10�17/19 2 your company is forbidden unless ARTfx receives a reimbursement of no less than S500 per page Your acceptance of these plans binds you to this agreement. SDR f 26 1/2" -7 26 112" 1 12" - -- 5000K White LEDs-approx.48 Watts/48000 Lumens No-- on 1 60 Watt power source 1 23 t► �I - — Fabricated 063"aluminum cap 3" } - - - — Acrylic tense N 1 - ---- 112"Acrylic letters sprayed with white low luster acrylic polyurethane and stud mounted with Fabricated.063"aluminum cap 112"standoffs - .125"Aluminum plate faces 1 1/2_ sprayed with low luster acrylic polyurethane Stone base by Metro 1 112"x 1 112"x.125"Aluminum tube molding ❑ o 0 - 4 qty.)Electrical boxes mounted to back of sign I - - 5000K White LEDs-approx.110 Watts/11000 Lumens j on two 60 Watt power sources M LEDs mounted to non structural 1"x 1"aluminum tube Q i - 1 1/4"Sign Comp#1662 dividers 3 qty.)Power supplies with access in the back j Q 1 5/8"Sign Comp#1944 2 part retainer I i - - - - 1"x 1"x.125"Welded aluminum tube frame 2" Nr 3" c�D CV) cp - - Stone base by Metro - - 2 qty)6"x 6"x.125"Aluminum uprights I 4 qty.)Electrical boxes mounted to back of sign 9 - Conduit to power source 14"x 14'x 1/2"Aluminum anchor plates pre-installed onto pedestal 3/4"Stainless steel leveling nuts&washers I Back of sign to be notched in to F by ARTfx I accommodate electrical boxes and _5 I conduits - - - - Plate bolted with 3/4"stainless steel leveling nuts _ &washers at the bottom by ARTfx -- - - 14'x 14"x 1/2"Aluminum anchor plates pre-installed onto pedestal 1 - 3/4"x 3'-0"Stainless steel threaded rod Qty.(4)per plate by ARTfx - - 2 qty)6"x 6"x.125"Aluminum uprights #5 Rebar grid by Metro 1 3000 PSI concrete by Metro — - 36" - - - 0- Side Detail Scale:1"=1'-0" Top Detail Scale:112"=1'-0" y+ G1127 Britton Drive,Bloomfield,CT 06002 860-242-0031 800-466-4278 Fax 860-242-2898 al'tfltSigns.COm Project: Scale: Date: Drawn by: Checked by: Sheet: yx' These plans are copyrighted by ARTfx Unless purchased for a preset price,they are the exclusive property of ARTfx. They are submitted to you for the sole purpose of your consideration of whether to purchase from ARTfx,a sign manufactured according to these plans. Distribution or exhibition y-The Gateway of these plans beyond Metro Realty your company is forbidden unless ARTfx receives a reimbursement of no less than$500 per page Your acceptance of these plans binds you to this agreement As Noted 1 0/1 7/19 SDR 3 B f M ns 162. 0' � c Si K 72E HEM OCR � S BQ t / rEs ns rcG • a�/ n IEM , CKF , SLr RS 25 7 r'u s PROPOSED ° FINANCIAL IEC INSTITUTION C15 PCT ref � i 9ffD 7YR M E f� •SD tYrn MI n MML t C (� SBG 1 rC Y TD7 S / K � r NEY ✓%f� Sign Location A — �^~' WE � , BUCKLAND aG 1 �O 1'Q 1 ROAD WE trE s s IEM EEG , � H/! rCT HE77 2S 30 7S M V �?r�_ Y•,. C16 ¢G pff rL5 dff ]7 S ) aG Clff 87 C16 FIC! ICT HEM t n n rcc y s ac LAM Sign Location B " HHR ` t sac 5, t� . K SIpEM1•LK LAIN lrr ti_ ' LMM ME 4 , c� ro7 t t°G ems.. r • }=i�Y`�_swsr sxiteKSE�.tiSets� a .� ,~ r ,^ •>. el Map Scale: NTS r-11i ri 27 Britton Drive,Bloomfield,cT 06002 860-242-0031 800-466-4278 Fax 860-242-2898 artfxsigns.com Project: Scale: Date: Drawn by: Checked by: Sheet: ICU These plans are copyrighted by ARTfx Unless purchased for a preset price,they are the exclusive property of ARTfx They are submitted to you for the sole purpose of your consideration of whether to purchase from ARTfx,a sign manufactured according to these plans.Distribution or exhibition of these plans beyond Metro Realty-The Gateway 4 your company is forbidden unless AWN receives a reimbursement of no less than 5500 per page.Your acceptance of these plans binds you to this agreement As Noted 1 0/1 7/1 9 SD R Metro Realty I Evergreen Run aryk 10/17/2019 ., t "f, r .i 't� ,� ,, I .,� .y i i f 14'-6" s,Y 12'-0" � p N 'The GATEWAY MAJOR MAJOR T E N A N T N N ; CV TENANT TENANT i O q" 3 .�.� b� stir= Scale: 3/4" = V-0" Project: Scale: Date: Drawn b Checked h 27 Britton rive Bloomfield,I r � y C ec ed by: Sheet: r]Y' o Drive, a d,C 08002 880-242-0031 800-488-4278 Fax 860-242-2898 artfxsigns.com a These plans are copyrighted by AWN.Unless purchased for a preset puce,they am the exclusive property of ARM They are submitted to you for the sole purpose of your consideration of whether to purchase from ARTfx,a sign manufactured according to these plans. Distribution or exhibition of these plans beyond Metro Realty-The Gateway As Noted 10/17/19 SDR 1 your company is forbidden unless ARTfx receives a reimbursement of no less than M per papa. Your acceptance of these plans binds you to this agreement. 1 1 i .�: 4 qty.) Electrical boxes mounted Back of sign to be notched in to to back of sign accommodate electrical boxes and conduits - - 96" 17 1/4" 6" 16" 6" 20" 6" L 18" Now v (V O R " - 3 Back View Scale: 3/4" = 1'-0" aryk27 Britton Drive,Bloomfield,CT 06002 860-242-0031 800-466-4278 Fax 860-242-2898 0rtfitSlgnS.COm Project: Scale: Date: Drawn by: Checked by: Sheet: These plans are copyrighted by ARTfx Unless purchased for a preset price,they are the exclusive property of ARTtx They are submitted to you for the sole purpose of your consideration of whether to purchase from ARTfx,a sign manufactured according to these plans. Distribution or exhibition of these plans beyond Metro Realty-The Gateway As Noted 10/17/19 SDR 2 your company is forbidden unless ARTfx receives a reimbursement of no less than$500 per page Your acceptance of these plans binds you to this agreement. 26 1/2" ► 1111111 12" ► 26 1/2" 5000K White LEDs-approx.48 Wattsl48000 Lumens �., on 1 60 Watt power source -.4 23" ► �n Fabricated.063"aluminum cap 12" Acrylic tense N S 112"Acrylic letters sprayed with white low luster Fabricated.063"aluminum cap o acrylic polyurethane and stud mounted with _ 112"standoffs .125'Aluminum plate faces i _ Stone base by Metro sprayed with low luster acrylic polyurethane 1 112"x 1 112"x.125"Aluminum tube molding ❑ 0 0 a 4 qty.)Electrical boxes mounted to back of sign 5000K White LEDs-approx.110 Watts/11000 Lumens on two 60 Watt power sources N � M LEDs mounted to non structural 1"x 1"aluminum tube Q: 1 1/4"Sign Comp#1662 dividers 3 qty.)Power supplies with access in the back ED 1 5/8"Sign Comp#1944 2 part retainer 1"x 1"x.125"Welded aluminum tube frame 2� 3� (0 V CO a) - Stone base by Metro 4 qty.)Electrical boxes mounted - - - 2 qty)6"x 6"x.125"Aluminum uprights to back of sign io ----- - - - - Conduit to power source - 14"x 14"x 1/2"Aluminum anchor plates pre-installed onto pedestal Back of sign to be notched in to 3/4"Stainless steel leveling nuts&washers accommodate electrical boxes and by ARTfx conduits -- - Plate bolted with 3/4"stainless steel leveling nuts &washers at the bottom by ARTfx r 14"x 14"x 112"Aluminum anchor plates pre-installed onto pedestal �- 3/4"x 3'-0"Stainless steel threaded rod , o Qty.(4)per plate by ARTfx 2 qty)6'x 6"x.125"Aluminum uprights - #5 Rebar grid by Metro ' 3000 PSI concrete by Metro 36" ► Side Detail Top Detail Scale:1"=1'-0" Scale:112"=1'-0" �.Jll 27 Britton Drive,Bloomfield,CT 06002 860-242-0031 800-466-4278 Fax 860-242-2898 ar1)fXSignS.COm Project: Scale: Date: Drawn by: Checked by: Sheet: 1 These plans are copyrighted by ARTfx Unless purchased for a preset price.they are the exclusive property of ARTfx They are submitted to you for the sole purpose of your consideration of whether to purchase from ARTfx,a sign manufactured according to these plans. Distnbution or exhibition of these plans beyond Metro Realty-The Gateway As Noted 10/17/19 SDR 3 your company is forbidden unless ARTtx receives a reimbursement of no less thar S500 per page Your acceptance of these plans binds you to this agreement. Ilk , l ; 162. 0' I I • C S R l 7 C,6 I H"Y • L/rw l Cxf I / 1 f a Kf KB , I [p� f i \ , KY y aff I 7 v 2s Ks 7 a' PROPOSED K' n FINANCIAL N sac w+i INSTITUTION Ks a t Al a n CaF I KT • fAr•1 I j• I / n R KS ' r t' ;1 SLED T'14 a YIY a 1 sec I j �r Sign Location A aff S :-rs _ to MCI ry"It BUCKLAND K ROAD as , n • i,7, L/•)W fi s 1FY 1E.Y KS 8 p RK N,K � a2 7 y 20 r t0 N:Y C,0 B C16 KS OD: CKF •7 s a K7 CIO •Q KC 33 Ka 5�ER4K Sign Location B e� n� 7 n IIHR u1« LAM 1•M CKF sec 5,p�,-K 510&0M K- _ LMI O1 4 aff s mr SBC 1 • T� � Ji~�`-'y't�CRo*[v®l••ee�X�Ks� .�i ,r.+ y�._.� r�� _.r•'� `�I Map Scale: NTS artrx27 Britton Drive,Bloomfield,CT 06002 860-242-0031 800-466-4278 Fax 860-242-2898 arthSlgnS.Com Project: Scale: Date: Drawn by: Checked by: Sheet: These plans are copyrighted by MTN.Unless purchased for a preset price,they are the exclusive property of ARTfx They are submitted to you for the sole purpose of your consideration of whether to purchase from MTN,a sign manufactured according to these plans.Distribution or exhibition of these plans beyond Metro Realty-The Gateway AS Noted 10/17/19 SD R 4 your company is forbidden unless ARTtx receives a reimbursement of no less than$500 per page.Your acceptance of these plans binds you to this agreement I ADA SIGNS • AERIAL SERVICES • ART & CONSULTING • AWNINGS • BANNERS • BLADE SIGNS • CAD-CAM • CANOPIES • CAST P • CHANNEL LETTERS • CORPORATE ART • CRANE SERVICE • CRATING • CUSTOM LIGHTING • CUT METAL LETTERS • CUT PLASTIC • DECORATIVE GLASS • DECORATIVE IRONWORK • DISPLAY PRODUCTS • DONOR WALLS • EDGE LIGHTING • ELECTRONIC MESSAGE C • ETCHED PLAQUES • EXHIBITION GRAPHICS • FAUX FINISHES • FEATURE WALLS • FLAGS • FOUNDATIONS • GLASS SIGNS • GOO` LIGHTS • HIGH RISE WORK • LARGE FORMAT PRINTING • LED ARCHITECTURAL LIGHTING • LED RETROFITS LIGHTING SYSTEMS • * MARQUEES * MASONRY WORK • MENUS • MONUMENT SIGNS • MURALS • MUSEUM DISPLAYS • NATIONAL SIGN PROGRAMS • NEON • P/ • PARKING LOT LIGHTS • PENNANTS • PERMITS • PRIVACY BANDS • PUSH THROUGH LETTERS • PYLON SIGNS • RENDERINGS •RESTC • ROPE LIGHTING • SAND BLASTING • SCULPTURE • SCREEN PRINTING • SHIPPING • SIGN CABINETS • SIGN SERVICES • SIGNAGE • SPRAY PAINTING • STORE FRONT RENOVATION • STOREFRONT DESIGN • STRUCTURAL ENGINEERING • SURVEYS • TAVERN SIGNS • TII • VEHICLE GRAPHICS • VIDEO MENUS • VINYL LETTERS • WASH LIGHTING • WAY-FINDING SYSTEMS • WINDOW GRAPHICS • WOODWC art/5( SIGNS &AWNINGS I ARCHITECTURAL FABRICATION I ART& DESIGN 27 Britton Drive Bloomfield, CT 06002 1 800.466.4278 1 860.242.0031 1 ar i I ` s O South Windsor a �, \ �l `1\'Y� 'e;;(_ Y- O p n L T T W wm - o >w m I 1 cm] o a _ D LLL O O O< 7 v \ g x Lua: �NN fA b < OOO o 0W y) ° N Q 0o ao pcp tlf t� Z y Lu fY z : - �V �1 y 'n j d4c v) w z WA TER EA SEMEN T IN FA VOR OF THE _ / oc CONNEC TICU T WA TER COMPANY f / ao w. \ H J/ W 3,097E S.F. W 0.079 ACRES LU CC / �/ O W to - \ SEE VOL. 2750 PAGE 3I3 SEE MAP REF. #4 o = u.z u CB La oc a a IF.-153.24 Q INV 149.46(18" CPP E) N/F , ~ „ BUCKLAND GATFWAY, LLC �Y \\` \ y A INV 149.46(18 CPP S) 249 BUCKLAND ROAD / �(�~I `� vv�, �; 0 v X _ �6, CB (VOL. 2744 PG. 223) i y 1oWN Sasc i. c g I IF'153.57 1 - 1 � i /NV. 150.13(18" CPP) yj I IN V.•150.66(IN) u U, S70 32'09"E 725.44' $ S TE I I IO 157 %16a 2 : I X / �� j �t 7 L & _. �51t 153. \ \ 1 1 2 ! �25' �- 2' -- \ x163' LOCATION PLAN 1 5.° SCALE:1 2,000 _ %,16'1 } } t00 41 crnn �I t �1 ON cZ 45� l- cA o to cfl p�j 796 5 f € l t Cn t t l t tv rn t x168'2 1 i J // Eb`,7 1 W` x i v I 1 P"! �4 cn i' t ` j6a.6° �` x166.2 \ \ �1 "' f t \ \ l x179'a 1 , W d R t �s l \ \` t` t t } t ^ / U M i i p t } '� o 2" CPP 3 ,9r� t xt�a.' V { _ �xt5°•3 , Cr cs % } \ \ ! 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Y. ....._. __. _.__ P __�-•- _._..�. ,i t\.�•~ �ti \ \\' '3q.j ', - r d l t I » , i �` _ 15 CP -\ - \ `� 7/xl tt i n a t d d `` INV.•150.16 l , �, CPP �_ _�_, _-- '\ - __ "~ \\ �. at{ �' % 1 (; ... _ :: �i�'� p r ' ! , 11 ,..__.. - `-- - \o t t d ti { d` `\ t ! ! ! ! tI ! n /f / a z z .. I { ' d a { a w t6 _ DMH \1S 5 ! { a \ t t , �° ! } \ { } ! ! F ' y� a � `� o m F \ N I < w rJ i t } 18" FE %1go / - YD \ �`�. Sg �' 9 a t t a M `c o i o � I } { INV.•151.43 / / l 1 \ { TF.•156.58 TF.•158.04 cA ti !! 12• \ i ! » CPP E - N l `A1 .sx 1 4�S! ! xt YD , ! } \} ;�� } ! ! I I I I \ 1 / / f> IN 150.45(15 )--1NV'150.87(1 "'GPP... / !1! !! -159.18 1 6/ IN 150.41(15"_CLAP ) IN 150.SB(15" CPP SE) r �s 5 _ ! !! l INV'151.17(15 CPP N) t ! pl. � I n t - ..--- .-- T77 'CPP S) `. °•<.,' .1 j' 6 „ , 0411 !!� INV. 151.16(15 � � � �� I I 1 a 58• �`; t `� DMH a n 1 t } t 1 I _ w ~. 1 } i } ,x __ _ IVA UI r a.88 i 15' CPP �t , } TF. 15 t \ ! I I p NO TES. � 6__ � ' t (/ IN 151.28(15 CPP Nj1 1 + l } I N 1. PROPERTY IS IN THE GO ZONE. V t 1 15 -� 1 ` i x - fi 59..... INV. 153.12(12" CPP N,� 1 i } I i - '1 d t 1 , INV.•151.53(15 CPP W� Ix'88 2. THE CONDO UNIT 1 CONTAINS 36,096E S.F. OR 0.829 ACRES, Q I- £a`>.• ., a,a n" } I �.;<, CONDO UNIT 2 CONTAINS 102,049t S.F. OR 2 343 ACRES. -Y , t t INV. 753.09(4" PP S) \ ! spa I { Q W T t a „ t n n , I I i t I 3. HORIZONTAL DA TUM IS BASED ON NAD83. VERT/CAL DA TUM IS !i L m I' � j �.. .: _ .• . -. . • 1 0. ! ,ram }xt12 INV'153.18(4" �PP W) 1 �` l 1 1 } t �,t� W O Z + ti {`• €) a ^ t ' x198�t BASED ON NAVD88. 4. PROPERTIES DO NOT FALL WITHIN THE LIMITS OF A Fi.)OD ix z O �' oflI {j �' ! h ( } a ! � '• ( f I HAZARD ZONE AS DEPICTED ON: 'FIRM FLOOD INSURANCE Q __. u _ - 56.1 �) I I I t t i l } t z i � �• } RATE MAP TOWN OF SOUTH WINDSOR, CONNECTICUT HARTFORD Z V -u T�4" Pict �� 1 BE; t� ! i { m \ = ' `i %t82- t n t } ! "" 56 k i n t a ' ��t t o, COUNTY PANEL 383 OF 675 COMMUNITY NUMBER Q I€ ?€ •t 7r` - i i 1 a ° } } Q' 09003C0383F EFFECTIVE DATE. SEPTEMBER 26, 2008 FEDERAL -, Q now i y } -�: EMERGENCY MANAGEMENT AGENCY FEDERAL INSURANCE U N _. ;r ' d ' `� a ! t ! 2 ADM/N/STRA T/ON. \\ t ! t l ,` xt 99 5. UNDER DRAIN L OCA TIONS SHOWN ON PLAN ARE APPROXIMATE a m Z `•cx \\ # L OCA TIONS BASED ON DESIGN PLANS l0 � 1 G ,> i t �i.'`• r•-.�'....+• ? J s 91 ! SSM52 r EXISTING BUILDING 1 '� O 5 -- 0 1 1 I IE a % � , { soy x ,•::. ~ 1s6 ,; I } t t ! } i aq 15 I 4 • f l i / S I t ! 6. UNDERGROUND UTILITY, STRUCTURE AND FACILITY LOCH TIONS _ . ! ! o - t _.• }{ r a i _-- } \ ' a d s �c ! ! !! ! } } DEPICTED AND NOTED HEREON HAVE BEEN COMPILED, IN PART, FF. 159.03 i 1 1 } ! 1 1 x156' I ! } FROM RECORD MAPPING SUPPLIED BY THE RESPECTIVE UTILITY ;; � I I i i \ � � } t 1 1 1 1 Z) SIGN } I { �56' B/ CURB \ TEST/MONY AND FROM 0 - CONDO UNIT 2 157 ! !I; \ \ tns` ° ( ` t ! %18a2 j j ! } ! ! t } COMPANIES OR GOVERNMENTAL AGENCIES, FROM PAROL 1€ ^M ! x1.5_- ~ #200 GA TEWA Y BOULEVARD }„t I \ ° n ` n I s t } I } I t } ! t ! OTHER SOURCES. THESE L OCA TIONS j 1 , ' v t t L I t I MUST BE CONSIDERED AS APPROX/MA TE IN NA TURF. N ADD/T/ONALL Y, OTHER SUCH FEA TURFS MA Y EXIST ON THE SITE, THE EXISTENCE OF WHICH ARE UNKNOWN TO DESIGN cn ro CB 54 64 %1y5 � t, 1 t I v PROFESSIONALS, INC. THE SIZE, LOCATION AND EXISTENCE OF -I FE 1 �1 ; 1 =t � j5 •6 i � s I IF.-1 p ^j 14. h 00 00 o U co t } ALL SUCH F A_ co N , �, v, ! { E TURFS MUST BE FIELD DETERMINED AND VERIFIED V `� �' 1 j iNV. 152.70(12 CPP) v v ^ a ro ro ro ro N ` / - ~ 4" CPP Y.115.6 °' x j 8° ^' 1 I B Y THE APPROPR/A TE AUTHOR/TIES PR/OR TO CONSTRUCTION. 1 _ _ :_--- ¢ ; ! I INV. 152.89( ) � 4CQL 7. CONTRACTOR SHALL CONTACT "CALL BEFORE YOU DIG" FOR I `' ! } i I ! { UNDERGROUND UTILITY MARKING A T LEAST TWO FULL WORKING >_ _ I a °D ! ! ! / i i } } I } I ! } ! ! /� DAYS PR/OR TO START OF CONSTRUCT/ON: 1-800-922-4455 00 m 00 It. i APPROX. LOCATION j j( U_'� , x15616 L� - 2_ w� x158'�1! ! ! > j4 4» UNDERDRAIN ; s I } ! } i Q ! ! 1 Lit, - � ..�- OR WWW.CB YD.COM. POND }1 fIn x1 ° APPROX. LOCATION o \ } } I I f L 1 x Q t ra I j, : ' ;lt vl_ =� i / I I i ' } `, UNDER i } } I ! ! E i I { ! ! ! ! ! ! }} i ! Z #1 C a " 0 ! ! i ! t # { { ( } ! } I } ! w.;,.:` } MAP REFERENCES- o SERVICE WALL ' h i ,115.61 ! ! } t 1 I ! I ! ! 1 I } } I ! V RET �-----" [ I ! o t ! } I I 1. PROPERTY & TOPOGRAPHIC SURVEY, 190 & 240 BUCKLAND ... �.- - _. �__.. csX ...-_. i �V ' n t � } I } I I i I I � z � i �+ t UZ i t BIT;CURB �1-' RGROUND ELEC. I I PREPARED FOR BY DESIGN PROFESSIONAL INC \ CONC• WALK M^„ ~_ .X __ - ' isi ss t ': " APPROX. LOCATION pti 0 . a ----~.`_.."`_�- v ! i o : ` I } I I DATED 1011512018O 3 ECTICUT ` 3 _ ...�_ . -. ' ~ i j I v I :='•�_3`l _. ~ -- " -._ -" --~ r I i I y 2. ALDIDSITO PLAN 1200 GA TEW NY BOULEVARDS& 240 BUCKLAND wsx __ } SERVICE } I I I _ - ! ! / } } } �o } ! ROAD - SOUTH W/NDSOR CT MAP 27 LOTS8 & 5 DA TED v I'•i • j Y.: - .._.._ r, " ._� \'Sa. _ __, .".x __ v - - _ --. w�, - 'i i } POND 11 I ( I 1 I I I , cn C N j w. - __ hsX - �• ! I ! %111,2 �� ^ 07111119 REVISED TO 9117119 PREPARED FOR BUCKLAND z j i j i t•• _ �s� •_k.. - �cwrv� _ wa / I ( } } . , ou .I 1 , } I j I I j j I ( EAST, LLC BY DESIGN PROFESSIONALS, INC./NC ! x 9 _ °" 1'9° ' / I ! } ' I I I ( 3. CHASE BANK LEASE AGREEMENT CONSTRUCTION PLANS 190, 2 3, t } _ __ - "' \ a. -- _- CB �`" j } APPROX. LOCA T/ON Qj 1 I I i I I i I �o 0 __ �vs h cs - ! } i m I ! } I co I 206, 218 & 240 BUCKLAND ROAD - SOUTH WINDSOR - CT v 1, t w I 1S / _ _... __ __ _••.. --- If-.- / l 4 a UNDERGROUND 2" DOMESTIC \ .^ I { j I t .-• sobftmm� } ` { i { °� { } i I t 4 1 co I tt t MAP 27 LOTS 8, 3, 4 & 5 DATED 05108119 REVISED TO 3 /, Q �� INV.•155.22(12" CPP) 51,55 Y ! ! ! ! `� & 6" FIRE WATER SERVICE / � , tti 6 0� j5153 t i : ! o } { / I ! ! ! y 91212019 PREPARED FOR 190 BUCKLAND ROAD, LLC BY DESIGN 0 x < / ! xj86.2 } } } '! I I t PROFESSIONALS, INC. i -'' I i 1 3 ! �o t t 1 4. WATER EASEMENT PLAN THE CONNECTICUT WA TER COMPANY �. % 9 CB / ? s I } ! ( t \ 19 190, 206, 208, & 240 BUCKLAND ROAD SOUTH W/NDSOR, t {{ 2 3 f_ it IF'169.17 � � � I � � � l � ! �� CONNECTICUT DA TE 11/22/2019 SCALE 1"=40' PREPARED cn , 9 i J 1 / %7 ( ) I co ! r\, ! a ! FOR:METRO REAL TY, LLC BY DESIGN PROFESSIONALS, INC. xis V. 164 79 30 G�PP N I } k 6 . , /? t o 1 i ! 4 ! 1 ! t ! }, 5. GENERAL LOCATION SURVEY LOT 8, MAP 27 790 BUCKLAND IL c t { �; n n �•29 �: 0• \ l } f �. i ! L- t N CPP W. g•; hq,, \ \\ � f ; ( I ! I ` ROAD TOWN OF SOUTH WINDSOR STATE OF CONNECTICUT DA TE: + S�?4 U „ l 4 t {l 12 \ \ \� p ( L 1 5 2 i , N 1 } a s6, CURB ai.m 1{ / ( \l { %11 I ! ! t 10-20-2020 REVISED 11-20-2020 SCALE. 1 =20 PREPARED 1 I tl Oo } K 0 j' , STOP SlC % ~ ..... ........:-ti n•_. : 12".._CPP �,K � t F, � � t t 1 1 t / "� I l BY GALLAS SURVEY GROUP ��, _ t { ^� } I } } \a 0 w cn N .ram �� _ _ - s .S',H 5 z : ' , `SA � ;mow .4,9 _ _.._ S „` - x ` - ' T S1.51 1 ` I ? // I I I ! \ ' 1 I EE7 /cN �:; 29 .`' 6 0° ~ <� ...._ u X t .' N�:1 y8 , J I l ') I ' { t.. { i // I } ! it ,, a z tt Q - CB 157.60 n ? ' i SURVEY NOTES. TF=153.89 `: t �- I t } t -+ua --+ JQ ` t INV=146.04(1'9 CPP S) - & 1 - - - - w1m .,. I !ll' I �„ i �� ( j �ECTR/ D/STRI�UTJON EASEMENT I i ! 1 5a' /NV=146.09 1fi"CPPN)- --- .,t " hg• ;, f t + (� 1 f I / / I ! ! i t COINNE CUT STATE AGENCIES SECTIONS 20 3006S 1 THRU 20 300bU20TAND THE W € ' !t _ IN FAVOR? OF CONNECTIGUT LIGHT PQWFR l l f I ! ! } ! t� i Z Z s a up k+ k Iu ! V't a J \ .. 'F k +�-�-'i 1 ; 6 } \ ibflNlMUM STANDARDS OF ACCURACY, CONTENT AND CERTIFICA 170N FOR SURVEYS O s {{ , t � t': tt t _ / /// � I \ dbo EI/Ef'SOURCE ENERGY l %,8 3 ! ' t t i i , 11 �x, lj 1' :. CUR --- a ' ua "- v 1 '• h BIT:; _.. --' % „ m wr. ' l ! AND MAPS"AS ADOPTED BY THE CONNECTICUT ASSOCIAT/ON OF LAND SURVEYORS, W M _, i'N n �h ,; I __ -.... -160 _ , \ j xjg2'a \ \ j {y " 1 - - T _ __... .. Y �- _ _ �j l l �25' �" Y. li it _� ! t { a INC. ON SEPTEMBER 26, 1996 AND REVISED ON OCTOBER 26, 2018. W WALK -- -' ----- - - 7 1 % I { } t i %1913 • TYPE OF SURVEY IS AN IMPROVEMENT LOCATION SURVEY -RECORD AND IS > in {{ "..0 f l l I {u� - ---- •"" ` .,,,..._- '"'�' _._,,;,•. .. _._. ._•>•ti- - _ •__ _ -- _ "w""-` _.__ ,.„,,,:�,. _„_.c,_ ,. ___ � yr I , f I , t t �,. '�' INTENDED TO DEPICT THE LOCATION OF IMPROVEMENTS RELATIVE TO PROPERTY O . . . ._ .......___r_ ~ - - x O , 158y - - r "' 6 g f / j E LINES. W \ j • THIS IS A RESURVEY BASED ON MAPS REFERENCED HEREON. a J o 1065.2;' CB CB YD S7059421E HORIZONTAL ACCURACY MEETS CLASS A-2 STANDARDS. VERTICAL ACCURACY = Lu o i TF-155.54 MEETS CLASS V-2 STANDARDS. TOPOGRAPHICAL ACCURACY MEETS CLASS T-2 -' M >. TF.•157.01 TF.•171.00 INV'153.05(15" CPP N) ELEC. TRANSFORMER INV.•153.53(6" PVC NE) INV. 154.87(12 CPP W) ON CONC. PAD IN >6279(30" CPP N & W) STANDARDS y ,' IN 154.92(12" CPP E) 0 IN 153.54(6 PVC S) TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CQRRE T AS NQJ�D M INV.•153.44(12" CPP SE) N HEREON. � � m®��, SHEET WILLIAM J. KRAWSKI � � h o. 16786 • o LECTRIC DISTRIBUTION EASEMENT 150 BUCKLAND ROAD t + ' /N FAVOR OF CONNECTICUT LIGHT & POWER (VOL. 451 PG.89) 2- p ��' 16766 V�l dbo EVERSOURCE ENERGY BARRY . CLA' KE, L.S. �•�.. , � LIC. NO. �� I- L- e;= 0 L!I I co S � MAP REFERENCES- �x t \ }XO ° w WumF- °° °° o >W 1. PROPERTY & TOPOGRAPHIC SURVEY, 190 & 240 BUCKLAND 1 \ ww U-LL U N N n o tu ROAD, SOUTH WINDSOR, CONNECTICUT DATED 1011512018 �� \ ACCESS & CROSS TRAVEL ° Opp o �' PREPARED FOR BY DESIGN PROFESSIONALS, INC. �•.,, �" -154-- - EASEMENT IN FAVOR OF 150, N o co 00 c w v 2. ALDI SITE PLAN 200 GATEWAY BOULEVARD & 240 BUCKLAND 206 218, 8c 240 BUCKLAND = 3 W cc ROAD - SOUTH WINDSOR CT MAP 27 LOTSB & 5 DATED J .� z 07111119 REVISED TO 9117119 PREPARED FOR BUCKLAND J f \ ` 155- -- _ ROAD _ z w EAST, LLC BY DESIGN PROFESSIONALS, INC. \ cs, - D i _j.4 J. CHASE BANK LEASE AGREEMENT CONSTRUCTION PLANS 190, ems. \ a " suy 0 �o TF.•155.78 206, 218 & 240 BUCKLAND ROAD - SOUTH WINDSOR - CT ` ~" x f / \ ` W,.~,WV wv 15 ...•- lNu 139.18(12"Pvc) za MAP 27 LOTS 8, 3, 4 & 5 DATED 05108119 REVISED TO 'T \ `-w_ r "k"- ` �` - y Ic w, Ni 91212019 PREPARED FOR 190 BUCKLAND ROAD, LLC BY DESIGN \i \ \ ` " I ` Gk " _ z PROFESSIONALS, INC. �=q,.• W4 ` 4. WATER EASEMENT PLAN THE CONNECTICUT WA TER COMPANY � / \ -_ ELEC. TRANSFORMERca 190, 206, 208, & 240 BUCKLAND ROAD SOUTH WINDSOR, / `^ cv O > CONNECT/CUT DATE 1112212019 SCALE 1'=40' PREPARED "`~-•.., / ; _ ■� v FOR.-METRO REALTY, LLC BY DESIGN PROFESSIONALS, INC. 41 = ' ~~•••...,. """- j ..•.~. P - y a z 5. GENERAL LOCATION SURVEY LOT 8, MAP 27 190 BUCKLAND ROAD TOWN OF SOUTH WINDSOR STATE OF CONNECTICUT DATE.• J ELECTRIC DISTRBUTION WA TER EASEMENT IN FA I/OR OF _� ■� L 10-20-2020 REVISED 11-20-2020 SCALE:1»-20' PREPARED �,x � EA SEMEN T THE CONNEC TICU T WA TER BY GALLAS SURVEY GROUP. ,r l IN FA 10R OF COMPANY " �\ ` ` 56 O > CONNECTICU LIGHT.. x 2 I63f S. L 4" PVCD �� ;. Q L \� _ LEGEND APP UO DER RAIN 1 do POWER C MPAN Y/` "___,:,� ' �. F I��'��•'��yp� � EXISTING II 0.050 ACRES car I DESCRIPTION r _ NOTES l / (VOL. 1996 PG. 397 �� =,4�= .= SEE VOL. 2750 PAGE 3>3 ` .li „.n h / + BORINGS 1. PROPERTY IS IN THE GO ZONE. ;� „ SEE MAP REF. #4 YM YD `/� / i T, t TF.•153.79 BORING TEST PIT LOCATION 2. THE CONDO UNI T 1 CONTAINS 36,096f S F. OR 0.829 ACRES, l /ji % �� YAN R E E GAS € ( "-.156, I C CONDO UNIT 2 CONTAINS 102,049.f S.F. OR 2.343 ACRES. ;j IN lV 150.40(12 n h § O SERVICES / ,�. COMMUNICATION 3. HORIZONTAL DATUM IS BASED ON NA083. VERTICAL DATUM IS � � , ; S� BASED ON NAVD88. ; ;%' € EASEMENT r � f' r �o e•s¢. l `'� a o ag$ t cx OVERHEAD COMM. LINES CABLE, TEL, ETC. a V 4. PROPERTIES DO NOT FALL WITHIN THE LIMITS OF A FLOOD BUCKLAND J 's §ti :190 t( ; HAZARD ZONE AS DEPICTED ON. FIRM FLOOD INSURANCE # Xr. ! I' '"" / '� - - - cx- - - ex- APPROX. UNDERGROUND COMMUNICATION LINES RA TE MAP TOWN OF SOUTH WINDSOR, CONNECTICUT HARTFORD O ;` R D.) / g COUNTY PANEL 383 OF 675 COMMUNITY NUMBER t ,' CLCB U 5o ti CONTROL POINTS g ° h 0900JC038JF EFFECTIVE DATE SEPTEMBER 26, 2008 FEDERAL Tt:153.89 `� / 152 EMERGENCY MANAGEMENT AGENCY FEDERAL INSURANCE ( 'Jr ? N/F i` ; /y V.•149.99(12" CPP N) // BENCHMARK o ADMINISTRA TION. ,' i MARION & ROY ( / rInrs // 5. UNDER DRAIN LOCATIONS SHOWN ON PLAN ARE APPROXIMATE. „ i ri INV. 149.88(12 CPP E) J a i s v- � / ROUNSEV/LLE TRUSTEE INV.•149.97 12" CPP S l f/ / DOMESTIC WATER m LOCATIONS BASED ON DESIGN PLANS. SANITARY SEWER EASEMENT IN ! O _\ ? 206 BUCKLAND ROAD II IiVV. 150.99 4" PVC ) 6. UNDERGROUND UTILITY, STRUCTURE AND FACILITY LOCATIONS FA VOR OF THE TOWN OF SOUTH / ( ) WX- - - wx- APPROX. WATER MAIN 5 DEPICTED AND NOTED HEREON HA VE BEEN COMP/LED, IN PART, WINDSOR 1 (VOL. 1859 PG 180) CLCB - - - - - - y ° SNET 19 W/LIGHT •f J 2 C,o J w FROM RECORD MAPPING SUPPLIED BY THE RESPECTIVE UTILITY 5,220 SF (0.120 ACRES) �' i TF. 153.90 A �R ( / J / J/ wsx wsx - APPROX. WATER SERVICE (VOL. 2748 PG. 327) / r "COMPANIES OR GOVERNMENTAL AGENCIES, FROM PAROL ; r " /NV. '50. (12 CPP) 1s� WATER VALVE ca TESTIMONY AND FROM OTHER SOURCES. THESE LOCA TIONS t „"/ S7622 47 E b_V O MUST BE CONSIDERED AS APPROXIMA TE IN NA TURF. pQ ',' fi %0 / p x4�4N ADDITIONALLY, OTHER SUCH FEATURES MAY EXIST ON THEx ! 5.77 1, �L1H p�. v V Rc� J J FIRE HYDRANT V N �'"� ;y _,. ry h ,o J p SITE, THE EXISTENCE OF WHICH ARE UNKNOWN TO DESIGN ! / \ A=90V042 TF.•155 30 � �'> / LIGHTING J L PROFESSIONALS, INC. THE SIZE, LOCATION AND EXISTENCE OF v ...~.... R=20.00' IMOSal37.00(12" PVC) / t ALL SUCH FEATURES MUST BE FIELD DETERMINED AND VERIFIED a' L=3142' 1� _ I x75 0 ++ Q O BY THE APPROPRIATE AUTHORITIES PRIOR TO CONSTRUCTION. r A=54204 ; ; ,� j` /; ,� POLE MOUNTED LIGHT w O 1 LC=S3132'47"E ;/` R=1025.00' �' ! /J x1�4.2 /i '�h - - NATURAL GAS O O V 7. CONTRACTOR SHALL CONTACT 'CALL BEFORE YOU DIG" FOR l ;; CB ;`` '` l , I 0 W > UNDERGROUND UTILITY MARKING AT LEAST TWO FULL WORKING r 28.29 - - DAYS PRIOR TO START OF CONSTRUCT/ON. 1-800-922-4455 LC=S7342'06 E IF-155.8E £ CB M +' O r ::.::__ :_. L� �`�7 �� 1 / lI /I7s�s J - cx- - - cx- APPROX. GAS MAIN w "O v ? O� / CHASE SIGN , INV.•1513'76(18 CPP / N - - - - - OR WWW.CBYD.COM. 101.95 /NV. 15i 85 18" rP S " / I l/ l!1g - c c cdho sx - - APPROX. GAS SERVICE LINE � N cn 1 E INV. 153.5 CPP - CB Jam'4 E) v ! 154.6 (, N v W c�ii �f a POWER�, TF.•150.44 r � x E IN 147.55 12"CPP NW CB ✓ I J m L >62V0 _�::__ " ( ) �� 1•, eon ELECTRICAL LINES, OVERHEAD Ry "' IN 147.56(12"CPP SW) IF'155.83 ' x l l l �'� - - W /NV. 147.50(12" CPP SE) INV 151.99(18" CPP N) 1" 1�51 / I J - Ecx - - - Ecx - APPROX. ELECTRICAL LINES, UNDERGROUND IN 149.38(4" CPP) INV.1&J1(75 P," CPP S) J l J 1 r l / I 1 .•..+. ! ~__- `OD UTILITY POLE 150 b \ �'x'x " IF'154.38 ^ PROPERTY Z N m m SIDEWALK EASEMENT IN / 75 "k f;: / , I / 150.3 d Z Q FAVOR OF THE TOWN OF SOUTH �" K' !+ 1sr W ^ - '"" /N✓148.08 12"CPP W 1 j - - a �'� N w ; _ WINDSOR -I I� v 153. \ ( ) �� I PROPERTY LINE M a c I a � 0 J 11560 SF (0.036 ACRES) i I ( f /F 52 15 """.' , r '�l `` D` Q / f f :.. _ �Ic)_.. ._ ".~."... • 4w /NV 148. 12.. 'P.rh1 >:.: Q l \ EASEMENT LINE (VOL. 2748 PG. 330) } J / / CO Ci """- ,� 't ' •y: � / J / f �•.. NC GYq � � n" ASS.. ♦ ` V• / � QQ ..,�,i O IRON PIPE V o?3 O IRON ROD PED WALK t / ;ta I I/ is _ / � -_ - � & / ilr / j ❑ MONUMENT Q BUTTON r ( • ( ( ' ( ti 1 f�~ _ / DO 7 EN SIGN ' � 4�j1`I .._ ROADS W SPAN POLE /` 11113 3713E •-1/ j J ' J r l / e 1`' eux - 1 ?S%S'~-� " vn S SIG/ i GUARD RAIL Z) H 0 1 jt 270.05' I r J( ( s� / �I / �Y \ ( ll- ! -a- OR �- SIGN N m W W v ' CCB/ I l ( ( ( I �� , •( r �_ ! l SITE FEATURES >- E z l 11 a 1 f ( HDCP/SIGN "- �•1 i I _ Q Q TF 43.,&3 '/ J J J O ( �° V ��55 �- •• EDGE OF WATER 0 O __ IN :1 15'CPP S) / J J 'h ( ( CON ( ° ~7 = Ci r t/ _ TOP.SIGN �♦ 1 W 3 V qrp J W / / ��^ SIGN V \ i �-• -x x x x- BARBED WIRE FENCE CCB 1 35 J J ( 1 EX/STING BUILDI G ' \\ "^ ~ - Q IF'143.34 ( NV 1`0. 6j'1 "fCPP) DER\ V ? i �- �' f CHAIN LINK FENCE Q = r) IN 139.94(15'CPP S) l i W LIGHT r + i ( ( FF 153.02 / �� BLOCK WALL l /�� _ N J , 1 f . : r / I 0 � CD�y, J / / k lJ 15 .97x1 - RAIL FENCE r� 1° IN V.•140.09(12"CPP N) / J � SMH � � I 'It 156.1s - � CONDO UNIT 1 � �� - ';.. . L DIR SIGN t ,'I ! }, j ,A, J205 GATEWAY I �� / ��j �� 1\J �/ / �J / f..; � / � �,. e'x o 0 0 0- STOCKADE FENCE � Z N TF=143.57 " 6 8� t I 1 DCP SIGN// �, J J I ;w ^A,' ' p csr eoX / ` 1 = BOULEVARD R I I I FE 1 0 156 W lNV=131.38(6'&12"IN) _ j�,I I > `~ f' f` `Cam"-...., it I JI / f INV. 4?71/r R ` WIRE FENCE _ /NV 131.33(12" OUT) j l i _ /,� / II V J F- a / 1' ` !`: '��? CB "J` TF. 4roOZ, 1 / J 1`. � rl � STONE WALL Q r yy~� �� 7/V ,�147.64(12 U - 152 l l��J l J Jr J J Ja O �,N " € OR TREE Q > P IN�SE 147.41(12 I l/ J I J `� �� r / t:•.�:•:-. S �. `.:f� 1N 14.7.87(12' CPP) h l J / l J Q j (19 O 1 TREE LINE N ; •�`• -_ IN K448.88(4 J II qq y `° Tip 144.•12 \ \• n ` l I E{j I J 1 1 J'' l l " �" �- SANITARY SEWER t CCB r I ''. '`�'< "`::� l V,448./O(8 C !' t U "> �/ / ( 1�u �� "�` - - - - - n ( Tf 143.26 I l `` p N o �'l 'r � p;'• / J J J�,\ �/ `U "l f �' x15s.7s - sx- Sx APPROX. SANITARY SEWER MAIN M m x _ _ " _ _ "-41 - W `irk- ( INV.•139.36J75 CPP N&S� e .00 / ss / J J QD f Dl Q� h - - - ssx - - s_" - s sx ,x;_._ ~~ 1�2>8� j ' / / s• 8O �_ sx - APPROX. SANITARY SEWER SERVICE LINE ! / �_ t OO SANITARY SEWER MANHOLE >' d DRAINAGE EASEMENTS9.51~3 \ \ I l 1 +� t �, a IN FA VOR OF THE STA TE - � ~~ s*� y` \ � \\ \ +' l r_! STORM SEWER m O OF CONNECTICUT �� - ..: /_.. f S �� 1� R`.� \ \� �\ \\ �' -, F14�'�~ -..~_ / 4� h0/ v � j �� ( ~` , \ \ \ " (,• „ / J ( ( " I . .so Z � - - -UD - - -UD- APPROX. UNDER DRAIN N (VOL. 656 PG. 166) J/ f / J� "` Q \ / � �� `� .lI 4'! �Q I O y �Q ( APPROX. STORM DRAIN PIPE / �� s5 `� ;/ ,1�` \ ` r, 12" FE STORM DRAIN MANHOLE __ ....._.. / 3 5 + HAS /G / 146. 3 /`�, C E SIGN / 7` J J I SPAN POLE D ) eE \ � �STRET SIGN ........_.... ..; J ❑ CATCH BASIN -Q ` / / 'y'�P ,, I � ® CURB INLET [p :$ ••_^•,.,,,�,,; '`'' sX \ -STO SIG�J / A•46 93i- i `•• , ❑ (n �, l ff I � ! l J , c� Z z Q r1 T ( ` \ \ '{• / ! I _7 '` " TOPOGRAPHY Lu " 95- - - - - CONTOUR O o TRAFFIC i -�^•N��: .,•� ( � JF�Ip J/\ `\ � ( � ��! l JJ J ! ,, � - - - - - � I r .o .�v. \ / / J 17 _ u u CONTROL 'F• w V,+ X 61.95 SPOT ELEVATION z c tic �j t la• \ / / s W N BOXES i J f x \ l > \ \+�, cz / Q9 3 / ......./ rl _1 6' a . . ._ 1 A�C':� J a'Q/� Yam. • //JJ//J _. WETLANDS � ` - - � �° WETLANDS LINE i �' ELEC. 48 J 7F 150.74 / 3,, _. STOP S/GYl1/1 3 l /I \ - _ -ry o IN 1,--148. 2 12" CPP J °x` •• _ �,k } l TRANSFORMER \ � ( ) 4 W W l h ' I f LANDSCAPED AREAS +� �_ � INV.•149,49(4" CPP) J� `'�„ •-,... __. J � �,.� .� .� �. .� �. m PED WALK DMH �� j r " ��d�l�(/S k STREET SIGAI r O IF-144.12 7 0 BUTTON INV.•139.17(15"CRP N&W) I I m �` S y N V �H °x.� �STOQ SIGN . BV C Q SMH � '~ / 6 w N \\ .,. ,�.. i� 7F. 50 I`" S f q. s� \ TF=144.14 _ 15 IiJV V.58 �' ". Q ?� `` p FRONTIER 17 W/LIGHT N \ ! INV=140.02(6') - 2L7`�' o \! 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ON SEPTEMBER 26, 1996 AND REVISED ON OCTOBER 26, 2018. /NV>38.07(36" RCP) INV.•145.40(12'CPP N) TF.•153.22 " `>57_ . TYPE OF SURVEY IS AN IMPROVEMENT LOCATION SURVEY -RECORD AND IS � INV.•144.5430"CPP E) INV.•147.02(12"CPP W) > Q L4 INV 144.49(30"CPP W) INV.•147.05(12"CPP E) INTENDED TO DEPICT THE LOCATION OF IMPROVEMENTS RELATIVE TO PROPERTY O 0 CCB LINES. = O W TF'153.24 • THIS IS A RESURVEY BASED ON MAPS REFERENCED HEREON. a J > 0 INV.•147.34(12'CPP W) CCB HORIZONTAL ACCURACY MEETS CLASS A-2 STANDARDS. VE T/CAL ACCURACY = p TF. 153.87 W co Q MEETS CLASS V-2 STANDARDS. TOPOGRAPHICAL ACCURA .4fEETS CLASS T-2 ( ) STANDARDS. . ` y /NV.•145.77 18 CPP S e••. �'=• v INV 145.84(18'CPP N) DMH co .` o TF.155.58 TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUfANRA ECT g4 VOTED L INV 150.23(30'CPP E) HEREON. ; SHEET No• 16766 it'n INV.•145,J8(30'CPP W) -0INV.•145.48(18" CPP N) '"� 1(��'ENS��`�Q� t� ELEC. TRANSFORMER 16766 V�2 RR CLARKE, L.S LIC. NO. ii � ..� 1 \t b >N w o ioulh Windsor t \ } S \ `"'o X 0 In 11•) in r O W W m � co co c � OOOvl %olo � \t' CL 4 3 z a <d =O ; 4.tc EA N FA l/OR OF THE I V m z WA TER EA SEMEN T l Hoc NEC TICU T WATER COMPANY / �� I° l-° L W CON z 3,097_�- S.F. 0.071 ACRES WW SEE VOL. 2750 PAGE 313 =� �.% } SEE MAP REF. , 4 �_, �-' 1 0 H U. �"^ _ CB toy- 4 ww�,, Lo TF-153.24 N/F �/.• •(� W .~u INV 149.46(18" CPP E) BUCKLAND GATEWAY, LLC ' ' } IN 149.46(18" CPP S) 249 BUCKLAND ROAD x cr 't Z I (VOL. 2744 PG. 223) of SIN 511 i "„ 1 g I IF'153.57 � � - o� - fF, IN 150.13(18" CPP) to . 5 - -� t 6'6 157..._ S9•� 6 \ t 1 11t' % ° 'N d h a I� I I �� ..I-.. •--15s�; �s�� ~. \j xt ~_ .� x164.2 � \ \,t ` �,` �� = �� l »o t 1 y i 6 F2 // - LOCATION PLAN ` 115�'152 ' \ 1 xt 3.2 s' S. Y. i 1 tt1� - � •0 ' xd` : \� t! x1663 SCALE:1"=2,000' rig I, I � � , �, // , � , ��\ � ` � � ` 1 � 1 t 1, , 1 •x,1 � , � �-� _� �� s � � t a\ _ - i V j } I V 1 �I ` V ��\ 41 Uz Cry t ` t 193 0 i l l i � { l cA sn, a .\ w O `fl N W obi 1 x196.5 x168 I / / k t ` t t t • ra• spa" * t i p N Q t s ` a \ + \ �� i cif U M '� 2� + J O ......_x�_ \ tt \ x 186 I ; a 'tea \O " V �� t 0.3 �Wt rn ' 1 \ ~'\ `� 1 33 ; , s \ s aa� L O -.. ....... ' �x15 Cn ' U� x \ (x11 It a t \ a J Z 1&t" CPP \ ^ 1 \ �t a '� Q �i pqx� � ` io \ 52t3 1t a 1 a 1 \ a a "sl \ l R a \ O I- v h : 1 ` i 1 1 \ l ` , \ i ac" ` o LL W 0 R V \ \ �. t ' I ,� fj l i t i l �� ""`' ` 1 �� a• Q �`xa a fi a 1 w a� ,t.2 ^ , ^ CB Q 'p ? }• 0 1 i Y.4 \l a d�v a , W i ! , TF. 154.46 �. i `b b I I .. 'i } t \ \_- _ _ - ._..._ ~ ! a x l .< \ ` �c a 19 � O V1 by i IN 148.10(18 CPP N) ' i t 1 - _ \ , fv ly `; Z i "ss ` t a t aa " ,C X C_ INV.•148.07(18" CPP S) �_ _ -- ._.. - - _ _�. �• �� ` \ t a a� \� ` �.'' l � , 1� � zs. 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IN 151.16(15 CPP S), t S �+ oa;} 1 L� `'�' 'l a of ' t f a a I I I _ 155 �`' 1 ! i a �� 1 DM 5 i i t a t j t t I ( a � Q � 171.5" _�- . ._..... ,�.~ . .... � ' x CPP tli i F•1 8.88 i i 7� t �%'t ' �. H c ( I .i• 6"_ �.Sb�✓ _" _.... _•- t l V.'151.28(15 CPP NOTES ° ? I 15 / V 153.12(121 CPP N i N 1. PROPERTY/S IN THE GO ZONE. U a ,. :;=. '- 159 i / V. 151.53(15 CPP W t 1 k a �_ �i'`1 g8 a a 1 1 a 2. THE CONDO UNIT I CONTAINS 36,096E SF OR 0.829 ACRES, t a a 1 L , 1 CONDO UNIT 2 CONTAINS 102,049E S.F. OR 2.343 ACRES, Q U o 1 / 153 09(4 PP S) \ , l i 1 Q W m E { f''• - = j BET1RB ( `� / }t 1��} y x172{a / V 13.18(4" �PP W) ` 1 I 3. HORIZONTAL DA TUM /S BASED ON NAD83. VERTICAL DA TUM /S _ :, � • 1 W I e a , '� t ' l 1 ) r xt� BASED ON NA VD88. Z > ! 11 5' �,'; 1- I ', i 1 ` ' t 1 i 4. PROPERTIES DO NOT FALL WITHIN THE LIMITS OF A FLOOD I Z o� 15 I '• I 1 j +`r i I zip H N P „ / O � 1 HAZARD ZONE AS DEPICTED ON. FRM FLOOD INSURANCE Q U t,�- -� j5a. I E t 1 _ t _ u - „ i t l t � x182•k 1 , 1 a '� t ♦ { �a` I i RATE MAP TOWN OF SOUTH WINOSOIR, COWNEC7ICUT HARTFOIRD Q Z T S/G'f - l 4 PVC } h� `: % tg ! g y a l l 1 O, COUNTY PANEL 383 OF 675 COMMUNITY NUMBER Q \ 4 a «+ 1 4 1 09003C0383F EFFEC77VE DATE.' SEPTEMBER 26, 2008 FEDERAL Q l � � 158.56 •�;, �/ y { I � 1 1 1 f �: v' ,` a� 1 '� � 1 � ` l 1 rn � � --1 }' t 1 EDE A INSURANCE....__..__..__.•-•-•-.---•- 4' � � t � i � I xt} � -- ;�,. MANAGEMENT AGENCY F R L INSUR ' ".. ..;_p�r'-=(.._. 1 U•. 15 x � w � }t. , � � i, �t �'ti��,.ra ' � � 1 � � EMERGENCY MAN ? (n Q " ! ; i ADMIN/STRA TION. U Q s 7s a 1 1 I ! , 1 � `",` a r ! 1 } (n +, , \ t t 1 ) x199'2 5. UNDER DRAIN LOCATIONS SHOWN ON PLAN ARE APPROXIMATE. a m Z M I x ��\ L° �, x ' t 1 ��. i t t I ' : s t t i 'a LOCATIONS TIONS BASED ON DESIGN PLANS ?j t' 1 5e 52 « . 11 I 1 '' ait 0,11 t= `'` 1 ' 1 1 6. UNDERGROUND UTILITY, STRUCTURE AND FACILITY LOCATIONS ".. _..p- , EXISTING BUILDING ' o r 1 1 t p� ` a FF 159 03 � $' 1 ' DEPICTED AND NOTED HEREON HAVE BEEN COMPILED, IN PART, _ { 56•j6 + ` �- ; 1� i \ UTILITY -1 1 1 � 1 x 1 ti31 ;; -~ ~ i 1 I p a a a ,h ' 1 1 1 1 1 1 1 1 FROM RECORD MAPPING SUPPLIED B Y THE RESPECT/VE U t! _ j T s a SIGN y6 B/ F• CURB l t �I \ a ra '" a ( 1 8q 2 t I COMPANIES OR GOVERNMENTAL AGENCIES, FROM PAROL a - ` t CONDO UNIT 2 157 w . a a x1 I 1 1 1 8 ae �.. ..^« 1 a 1 1 i O TESTIMONY AND FROM OTHER SOURCES. THESE LOCATIONS 44 i ti __ 1 xL -- • --) 200 GA TEWA Y BOULEVARD nl \ a o MUST BE CONSIDERED AS APPROXIMA TE IN NA TURF N ADDI T/ONALL Y, 0THER SUCH FEA TURES MA Y EXIST ON THE in .. „I «v`,__ 1 ___ _ 1 s w 1• �` t 't ( i CB xj15' a z 1} 1 I I 1 1 1 1 ` k I �3 WN 7-0 DESIGN PROFESS/ONALSSITE THE E/NC.NCE OF WHICH �ZE LOC4T/ONN�ND EX/STENC F FE 4 , 5 t , TF. 154.64 i 1. f _ _ - _>c1 fl t ^ { I ( y v o 00 00 ca 1 1 1 s ALL SUCH FEA TURES MUST BE FIELD DETERMINED AND VERIFIED W INV �o' -.•.••-•- - i J 1 1 IN 152.70 12 CPP) y 6 v ; o x18 tCOv ^ oo o 1 1 BY THE APPROPR/A TE AUTHORITIES PRIOR TO CONSTRUCTION. Y INV 152.8g(4" CPP) xt1 7. CONTRACTOR SHALL CONTACT 'CALL BEFORE YOU DIG" FOR } m!i o,•, �'' I s� 1 �t ; 1 1 1 1 i i i t 1 1 f a +` ===--:. •«••-««..-^ I ` I ! 1 I UNDERGROUND UTILITY MARKING AT LEAST TWO FULL WORKING > Q Il �i I co t, i II ¢ _�___ 16 § � �� xt"68•11} 1 , 1 4 APPROX. 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Y�� - h t 1 i °� t I l 1 1 -Yx �` -- - IF.-157.25 / t UNDERGROUND 2" DOMESTIC � �0„ 1 , '. • _ - ass. ` " 1 1 1 I 1 cD 1 t MAP 27 LOTS 8, 3, 4 & 5 DATED 05108119 REVISED TO 3 1 i ; ' fQ IN 155.22(12" CPP) 5y V i ! m & 6" FIRE WATER SERVICE 9/2/2019 PREPARED FOR 190 BUCKLAND ROAD, LLC BY DESIGN 0 i - t r 3 51' F 151.5 ! : , o ! I t 6 2 �o PROFESSIONALS, INC. \ �\\\\\� 11 / c J i x `e^; t 1 t x 18 ' 1 1 t 1 1 ° a 3 1 / 4. WA TER EASEMENT PLAN THE CONNECTICUT WA TER COMPANY :ems t t x18 g,l st 1.65 _ , t o / , t I / 1 1 1 t t co \x19 � 190, 206, 208, & 240 BUCKLAND ROAD SOUTH WINOSOR, } 3 ^"- }; v ez j x15 ' �•ti r } a 3 IF'169.1 { I 1 1 rn } s t t CONNECTICUT DATE 11/22/2019 SCALE 1'=40' PREPARED 3 1 ( '' U it i 1 ` l E xy1�' 1 1 ? 1 p s t FOR:METRO REALTY, LLC BY DESIGN PROFESSIONALS, INC. t � ��9 a %i73. p V. 164.79(30 P) f ( i 1 1 co ry 1 14 1 t Q I : t t i } a ,, Q <a, w C,..r'. t \ -- i a 1 i 5. GENERAL O ATl w ; a, t - t jj x" 6 ( 1 L C ON SURVEY LOT 8, MAP 27 190 BUCKLAND �851 y� 29} (,� 1�1 tw•. 1 6 1 v 1 1 1 i 1- J 1 PP ` 't�1' '� g•: / ` \� t I t ti 1 E 1 pN t p ovo ! 1 1 1 1 ROAD TOWN OF SOUTH WINDSOR STA TE OF CONNECTICUT DA TE.• a + , 74 ' :.� It i 1l \ p` i 52 f i 1 1 t l i 1 t a 10-20-2020 REVISED 11-20-2020 SCALE. 7'=20' PREPARED .`i• I ,., � v, cS� � j B .i }' , } ! t \\ Y.11 ' I .� 1 l t i _._?.B/ aos,: 0.1 1 q9f' t I ,� V Op 1 t 1 t } p BY GALLAS SURVEY GROUP. STO,I�' S/C� � ..._. _ .. .. . " CPP }l 11 f J t / i t O 1Jr cy) } ; i 11 .nt = ay�4.. 6 _._...._. :.;.• ___. -... V <s 1 t �� i r• n / t 1 1 ^ro ^� i 12 I � � 1 . _ f 1 i 1 1 t 1 N co . v S _ s f 1 1 7.48 Sit 5x- - ` -��15$ 1 51 "i, 1 1 �I /I 11 I 1 I I 1 1 1 1 11 a O f I IGN� � �( � t � F I _ I t 1 � .o l �' u k _ ;�.>�6°°__. __ _« s - . i / IN j58• 1 01 ' II 1 } 1 1 f ? / l I i E 1 1 1 1 \ 0 o �/ ' I 1 i'= �; 45kj6 �_ 9 w... 5 j57.22 a\ CCO l ' "� ' °! I�I� � o ;<�\ � ,12 9 � f 1 I � / l 1 1 1 1 l 1 � \ SURVEY NOTES. /_ - 3.89 i 19 757.6o j !l ^ 1 1� i \ r TF-1 „ 4 -}•� 1 it s I 7 I ^ _ CPP S) I! ii ll _ `t�l } � ' 1( ^ I i g f 1, 1 1 ! ` 1 1. THIS SURVEY AND MAP HAS BEEN PREPARED PURSUANT TO THE REGULA77ONS OF Q I I �.i i INV-146.04(1 1 t f - - - - �! � /1 I I I t %ECTR/� D1STR%BU770N BASEMENT J / 1 t-} � ;5.0 q. /N V-146.09 18•;'CPP N) �; !�' � I: ) / / � � tl 1 1 i i 's , �\ CONNECT/CUT STA TE AGENC/ES SECTIONS 20 300b 1 THRU 20 3006 20 AND THE W � t ' /N FAVOR OF Ct7NNECT/GUT LIGHT & PG?WER � l � 1 v ., �.a. 2� �. _._,r- � of _ t «-� �Wy',�-- 1 ` y�, ' It !! `• ' ` � �u } ' C f ` ,5 'L .Y-sl i'�' '` '•1 i� s' '��x Dc u0 t` •,� t•t 4' t. ' / �� } ENERVY z 1 j86.3 } t 'iN/N/MUM STANDARDS OF ACCURACY, CONTENT AND CERT/F/CAT/ON FOR SURVEYS O JD 111 dba EVERSOURCE '1 i CUR ! } x I ' \ AND MAPS"AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, W } 2 58 m � .._. ' `° •r'� ' uDltiC''_"v s„� ;a`i 1. ,j h .l B/T.� .. .... _..._ _- �„, t « - a t 1 l 1 1 l \ \ y� 160E 1 J \\ _ / x 182' \ 1 j --- -- , a " « INC. ON SEPTEMBER 26, 1996 AND REVISED ON OCTOBER 26, 2018. Lu cc _.... as - WALK - '"_, - _ « f 1 1,1 i / / / / 1 i i a x1913 • TYPE of SURVEY IS AN IMPROVEMENT LOCATION SURVEY -RECORD AND IS ' i ! f i f ,. NN J _.________._•. _ ••--_. ____ _,__:_--_- ,.,....._. .__._..... ..._.._. _.............. .._.._._._. _.._...._ _.- - � r _ y _• !�_ 6 IN TENDED TO DEPICT THE LOCATION OF IMPROVEMENTS RELA 17VE TO PROPERTY O O , ^« 57'~ 158 - - _- f, / LINES. LU = S O lV ._. .\ �` _ r / l 1 ' _ a � > 1065.2T 1 . THIS IS A RESURVEY BASED ON MAPS REFERENCED HEREON. � o CB CB YD HORIZONTAL ACCURACY MEETS CLASS A-2 STANDARDS. VERTICAL ACCURACY = w o Qi TF-155.54 >F 157C8 IF-171.00 - MEETS CLASS V-2 STANDARDS. TOPOGRAPHICAL ACCURACY MEETS CLASS T-2 ¢ °' IN 153.05(15" CPP N) INV. 154.87(12" CPP W) EL EC. TRANSFORMER INV. 162.79(3O" CPP N & W) cn INV.•153.53(6» PVC NE) ON CONC. PAD STANDARDS t�,yes cm I '"s y�y ti IN 154.92(12 CPP E) IN 153.54(6" PVC S) TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBS TANTIALL Y..CPRR 4C alOTED IN 153.44(12" CPP SE) N/F SHEET WILLIAM J. KRAWSKI HEREON. u m N 150 BUCKLAND ROAD o LECTRIC DISTRIBUTION EASEMENT e IN FA VOR OF CONNEC77CUT LIGHT & POWER � (VOL. 451 PG.89) ` ��,l6•� '�''6� ►°°��, 16766 dba EVERSOURCE ENERGY o • ARR LARKS, L.S. LIC. N0. LU>� N ~ LL o 1 .: ................ J _ MAP REFERENCES. / ♦ ♦ c \ ` r O N n m W \ :a wxo] F' aowi o >M 1. PROPERTY & TOPOGRAPHIC SURVEY, 190 & 240 BUCKLAND r /� \ LL N N O ROAD, SOUTH WINOSOR, CONNECTICUT DATED 10115/2018 / \ ::A ACCESS & CROSS TRAVEL - w o 6 0 0 PREPARED FOR BY DESIGN PROFESSIONALS, INC. I J _ \ 154- __ ' EASEMENT IN FAVOR OF 150 N V) m m c = �' - 2. ALDI SITE PLAN 200 GATEWAY BOULEVARD & 240 BUCKLAND \ �`£ 2O6 21 HIc ROAD - SOUTH WINDSOR CT MAP 27 LOT58 & 5 DATED 1�# J l `"�.., '� - 155- - , & 240 BUCKLAND 3 za \ \ " :. ROAD _ z W 07/11/19 REVISED TO 9/17/19 PREPARED FOR BUCKLAND � � �,,,� • ..... ... „„,.,,_,.. EAST LLC BY DESIGN PROFESSIONALS, INC. J c _ o J. CHASE BANK LEASE AGREEMENT CONSTRUCTION PLANS 190, \ ( ar -- csx sMy :..,, ., 206, 218 & 240 BUCKLAND ROAD - SOUTH WINDSOR - CT ✓ '� \ " _WV w� � I � I 1 � 1n1u 13s 8( P ) y \_ / / �i 5 ..... 12 VC) - al MAP 27 L O IS 8, 3, 4 & 5 DA TED 05108119 REVISED TO \ ♦ ` "w - ( ' 1 y ac a 91212019 PREPARED FOR 190 BUCKLAND ROAD, LLC BY DESIGN i i � h \ w` - / _ ,> PROFESSIONALS, INC. l "`__ __ \ �x- `r _ z ` ELEC. TRANSFORMER 4. WA TER EASEMENT PLAN THE CONNEC 17CUT WA TER COMPANY = Z H 190, 206, 208, & 240 BUCKLAND ROAD SOUTH WINDSOR, / k " O W 0 Gv CONNECT/CUT DATE 1112212019 SCALE 1"=40' PREPARED r J --1 ■� v FOR.-METRO REALTY, LLC BY DESIGN PROFESSIONALS, INC. J 1` �"' f k U. Z 5. GENERAL LOCATION SURVEY LOT 8, MAP 27 190 BUCKLAND J cs ELECTRIC DlS TRIBU TION � � '� "`� �� '••-� .n � � � �a ROAD TOWN OF SOUTH WINDSOR STATE OF CONNECTICUT DATE.• WA TER EASEMENT IN FA VOR OF 7 ■� 1-y 10-20-2020 REVISED 11-20-2020 SCALE:1"=20' PREPARED �x l EA SEMEN T THE CONNEC TICU T WA TER '� ', � BY GALLAS SURVEY GROUP. ! IN FA VOR OF „ �56` I _ / COMPAN Y _ 1 CONNECTICUT LIGHT„ 2 163E S.F { c, APPROX. 4" Pvc UNDERDRAIN T i I do POWER COMPANY:; �`� `'°°= DESCRIPTION 0.050 ACRES U, EXISTING p i NO MS.- J (VOL. 1996 PG. 317) SEE VOL. 2750 PAGE 313 � I ' / / BORINGS 1. PROPERTY IS IN THE GO ZONE. ` SEE MAP REF. , 4 F 153.79 / T 2. THE CONDO UNIT I CONTAINS 36,096E SF. OR 0.829 ACRES, l YANKEE GAS / - 156 ? ( BORING TEST PIT LOCATION CONDO UNIT 2 CONTAINS 102,049E S.F. OR 2.343 ACRES. INV.•150.40(12 :,J { 11 \ $ a 1 SERVICES � > 3. HORIZONTAL DATUM IS BASED ON NAD83. VERTICAL DATUM IS O f ;( ? ' � '� COMMUNICATION 3 � BASED ON NAVD88. EASEMENT / /I ?: ;'. o y o , a 4. PROPERTIES DO NOT FALL WITHIN THE LIMITS OF A FLOOD j Q r r cx OVERHEAD COMM. LINES (CABLE, TEL, ETC. a o K (190 BUCKLAND s � ti HAZARD ZONE AS DEPICTED ON. FIRM FLOOD INSURANCE " A. RD.) l l :f r� / l~ - - - cx- - - cx- APPROX. UNDERGROUND COMMUNICATION LINES 3 RATE MAP TOWN OF SOUTH WINDSOR, CONNECTICUT HARTFORD O ~" \, COUNTY PANEL 383 OF 675 COMMUNITY NUMBER _,T I ✓?• x• h`? j:\ 550 , 154 CONTROL POINTS $ 1 N, ILCB l g 09003C0383F EFFECTIVE DATE.• SEPTEMBER 26, 2008 FEDERAL i 1r 153.89 �/ `Y EMERGENCY MANAGEMENT AGENCY FEDERAL INSURANCE i I a% ,` J 152- m � N/F INV.•149.99(12" CPP N) i / Y BENCHMARK - ADMINISIRA T/ON. MARION & ROY 5. UNDER DRAIN L OCA TIONS SHOWN ON PLAN ARE APPROXIMA TE. /`+ ;l r RDUNSEtOLLE TRUSTEE llV V. 149.88(12 CPP E) / / / / N s=:.=...._.. a LOCATIONS BASED ON DESIGN PLANS. SANITARY SEWER EASEMENT/N O ll✓V. 149.97(12 CPP S) I r / DOMESTIC WATER 5 = Y 206 BUCKLAND ROAD ? i I / l 6. UNDERGROUND UTILITY, STRUCTURE AND FACILITY LOCATIONS FAVOR OF THE TOWN OF SOUTH j IYVV.•150.99(4" PVC) ; l - - _ _ _ § a DEPICTED AND NOTED HEREON HAVE BEEN COMPILED, IN PART, WINDSOR 19, SNET 19 W LIGHT =' (VOL. 1859 PG. 180) CLCB - Jr2• l l - ` - "� APPROX. WATER MAIN FROM RECORD MAPPING SUPPLIED BY THE RESPECTIVE UTILITY 5,220 SF (0.120 ACRES) f / INV. °50.33 F'1 CPP a�V x` cpp r'T ��1 /6 µ( l I l! {l - "S - "� APPROX. WATER SERVICE COMPANIES OR GOVERNMENTAL AGENCIES, FROM PAROL (VOL. 2748 Pr 327) w ( ) TESTIMONY AND FROM OTHER SOURCES THESE LOCATIONS224 / © WATER VALVE wv : S76 7 E ,h i MUST BE CONSIDERED AS APPROXIMA TE IN NA TORE. x Dd ri` ;? 4� ADD/TIONALLY, OTHER SUCH FEATURES MAY EXIST ON THE 577 c: e f i V� `�� x1 4 / l FIRE HYDRANT m SITE, THE EXISTENCE OF WHICH ARE UNKNOWN TO DESIGN ' �� Cp` V ? i / A=90VO'42' z: �x 1 �h� �� LIGHTING -� > c \ j, .10 PROFESS/ONALS, INC. THE SIZE, L OCA T/ON AND EXISTENCE OF �J _ ` 7 0 (2 ) l / J L ......... IN PV ', -, ,'�` O ALL SUCH FEA TURFS MUST BE FIELD DETERMINED AND VERIFIED I � f 1 ,r R-20.00 `� --,. 1 � f` ,., 15 TF 15 30 �J3 01 C L=31.42 4=542'04' """ POLE MOUNTED LIGHT O r-� O BY THE APPROPRIATE AUTHORITIES PRIOR TO CONSTRUCTION. i 33 , x1 42 .h�,'' r'` ` W I- / ? LC=S3132 47 E R=1025.00 l=': �' 7. CONTRACTOR SHALL CONTACT 'CALL BEFORE YOU DIG" FOR 1 �h - - NATURAL GAS N V t /` ce '� I l a w > UNDERGROUND UTILITY MARKING AT LEAST TWO FULL WORKING ' F` 2829 - L=101.99' Lu IF'155.86 =xx�� / r f' CB - - - c c APP � ''' O DAYS PRIOR TO START OF CONSTRUCTION: 1-800-922-4455 { � ? CHASE SIGN ='Z. LC-S734206 E ( � =�x;;, /r cz /f f Tip? x- - - x- ROX. GAS MAIN ¢ -0 ++ IN IA 151 76 18" CPP ;V I /' , � l l l! /SQ a c v O OR WWW.CBYD.COY. / , 101.95 /NV.•151.85(18" CPP S) ' ,l / I l ;1 iI �/v�7¢85 - - - GSx - - - cSx - APPROX. GAS SERVICE LINE im (u O (% �p CB INV.•153.55(4' CPP E) „� / ;�/� j �l 154.6 ( N(. 8a xTF'150.44x POWER c� W A ;' i± E fJ IN 147.55(12"CPP NW) CB ? 'j l m .D s- / x 151.7 E 62, ♦ :, , / EOx ELECTRICAL LINES, OVERHEAD co O' j- /"' /NV.•147.56(12'CPP SW) IF'155.83 �� / LJ. IN 147.50 12 CPP SE IN 151.99 18 CPP N l /I - - - EUx - - - Eux - APPROX. ELECTRICAL LINES, UNDERGROUND CNc ( ) ( ) // 1 1�s/� c�i I� IN V. 149.38(4" CPP) IN l%15 .11(15" CPP S) i Q'y /n f / it cob UTILITY POLE CB SIDEWALK EASEMENT IN � w '"" "k =k PROPERTY Z z N m m m : U = / I - J _ _..... . 151~ 1 ll, ( � ` wo Z z o TF•1543 FAVOR OF THE TOWN OF SOUTH ¢¢ ._ ^ ,� f 1 /NV. 148.(J8(12"CPP W) / 15 - cn - WINDSOR - b 1\ v 53 "'� PROPERTY LINE ° 1 `� �� fir' fF, '�,52" Q .,.:. . �.. IN 148.i8. 12_~CPP:::At 1,560 SF (D.036 ACRES) ;r I I f - _.... ... ........ ......_ . /5¢ �� J QYrr'' / EASEMENT LINE (VOL. 2748 PG. 330) l i' { l J f ./ C NC. 1 SS ♦ I - r I f QQ, 'try O IRON PIPE 156 - ® IRON ROD N RED WALK I ! { -_ ' # 'fi :r t (] MONUMENT ¢ BUTTON I l y ��-`' D E4(TER SIGN ROADS W Z) 0 O7 SPAN POLE I j { i ? { ' 1� / `� e r;. I l` : 'w t! J co { 11113;37'13'E � _ ,,,, S S/G b�T' '_' GUARD RAIL I- cv270.05' I J ' S \ / V OV SIGN W W J J 7F 43.ft3 ? +2 / J l l l HDCPISIGN l ~ " SITE FEATURES < Z 8(15'CPP S) / l l { '� l { C ( J ? I - TOP S/GN a+�„r f ¢ PI�C '' ' EDGE OF WATER UJ Lu V CCB ! ,q 1 5 { l a LLI Q° �: f ��S1GN (� i ` "'4 -x x x x- BARBED WIRE FENCE W L TF.•143.34 v" { V 6 1 'fp) EXIS77NG BUILDING �O / �''"� -a o o ¢ { f FF.•153.02 j 1 DER\ / / `� /. �- CHAIN LINK FENCE O IN l/139.94(15"CPP S) J I / +� BLOCK WALL '` r i` a j� U m W/LIGHT j' I ( I ) �CNC'.,s, j ? �/�/ f ,;.' 11 x -_ _ _ -- Q (n INV. 140.09(12CPP N) 1 ; J ( ( c(a J e.� 7 I $; '� W _ +;r x156.16 J5 .s7 - RAIL FENCE < 4 CONDO UNIT 1 ^� / "t l I / I �. :r W Z SMH "" i DlR SIGN } ( Y 1 i >......._...._... _ - t '1 BOULEVARD i ��-� �,l - N E6 1 HDCP SIGN � � 1, J�// � -~ j •>+ o TF=143.57 Y ��, 1•_•. 8' ; i #205 GA TEWA r r f o f j % f � :FE 1 J l j x / ' "� o 156'81 STOCKADE FENCE ¢ Z a lNV=131.38(6'&12"lN) as :.7r --_ __....._.. �, i y � " 1 o �l� J J� lI 1/./I{ f lNV 4f!71I' WIRE FENCE W = INV==131.33(12 OUT) ! ' " ( tv ::: � 'r cy' . _t j TF: 81 �{ F- G � • Q '/.� h -� 7F. 1tj0.00 K t ) / I I STONE WALL %kftr1 cv�� 1 J j;` �j +t , ''` N -'� �• J� /� IF-.-150. r 147.64(12" (} _ 2-` J J 1`° I/ /�c� J l O car l� `' OR Z 0 a, ;' 1 , 1,.: 1 15 I / / / I `' Q TREE ¢ O {? = � p� Ci ��, 1N 'SE 147.41(12 ? ?;; ` l �-14.7.87(12" CPP) {/ #`' ( ( �'^.Y.,i. / f ! N Y V ,L N "q� f t � I I {,( 'hr J � �'`=--•• TREE LINE lNVr148.88 4' CPP•' "'~ G I �..� h, � Q r J � J {1 1, �. `,.. U - TF-.144.•12 1 ""� n `" -� �! i / I / / `V ?r ? --.�, :.. CCB { f �, �.. `` !NV><148. $ C�' ra M u / .:F _ 1 �I / / / II \v I f h SANITARY SEWER V 1 I I ;; ` 1 �( • ^: ( ut� r /�/ / {{{ / ,}v �k !KJ / ^�j - - - Sx- - - Sx- APPROX. SANITARY SEWER MAIN m IF �: { ' 15676 ^ � - - - - - 1 �f W, INV. 139.36`15"CPP N&S� _ Sx \� ,00 j g / i� / l l 1 ? Q� D�: 80 h Ssx Ssx - APPROX. SANITARY SEWER SERVICE LINE .q ~ r k�2:8Fz " . n {/ J / r l J'�h r'; a j x DRAINAGE EASEMENTS .... �._. . i " s r Q d, J J O SANITARY SEWER MANHOLE _ IN FAVOR OF THE STATE - l _"_ �< 5 �`: .�\ '� \ _._ J �// J 1 /i ,r.. N OF CONNECTICUT Q : ? Q '- • m x ` ~` 1k ~\ ° _ __ l I O { (J ,� •- STORM SEWER (VOL. 656 PG. 166) a l/ / ,t `•'� ~` ` . \ �\\ \ 1 - -- J{ J if l Q `V ~\ / " o - - - - - - - r CPP"_.- APPROX STORM 1 s uo uo APPROX UNDER DRAIN j l i x J l Q ----- o �'� \ ^,�~` `� - r` r` rn:� � IN PIPE 1 I 12" FE / { J 7 V !. l h l O STORM DR o •1 \�. f / J12 /iVV , i DRAIN MANHOLE .j SPAN POLE N k HAS SIGN l 146. 3 _. � a _.._. 1 � E�S N 86 � �STRET SIGN � ,, ,• a/ ,•- /��y PP l / j CURB INLET 4� '\ \ C STOP SIG ,. r d46.93� I j•1 ,, / 1 ( / / ( l J' R1 i ! `!� c ❑ CATCH BASIN z h ,� J • I/ ( ; 1 /, y TOPOGRAPHY w Q TRAFFIC J t �' �i� ��/ _ I ~• I i J , r - I7 -. V -95 CONTOUR o CONTROL O 1 ? �. . . . r s "~x�� `�1 N BOXES 1 1 ;l �� ' �J �`~ �'o l /sF T�'i1'G' r� fl\ i' � \gyms / / `1 j �+ X61.95 SPOT ELEVATION � 3 J~! .\ ... ... /y 1 / •`C. _ I 1 WETLANDS r 1 { J SIGN_.. ... _� \ 1 `\ x ,�•� ~ - WETLANDS LINE ELEC. °• s�s3 m 1Jl TRANSFORMER \ - -..`. t � .2 ( CPP)lNV''�148 2 12" I, ..- LANDSCAPED AREAS DMH /NV. 149.49(4 CPP) Yc �f( r f ...!. CO I f / \ I I f r� r,.r W W 3 , ? PED WALK '\ ^•. /1'( STREET SlG7V O TF.•144.12 15 . � �' � �` S /%rv� BUTTON INV.•I39.17(15"CPP N&W) ` F� aKH sk / STOP,SIGN Q SMH \ "�`'`�' ` ,.._ TF 50 W N TF=144.14 _ \ �ry S / �,� . F_ FRONTIER 17 W/LIGHT 15 /NV.• �58 F�' Q INV==140.02(6') \ 2�0� Q \ 1 Cp� ......., IN 34,18 �/ IN V=13I.77 12" Om DMH ( ) --- IF-143.92 ELECTRIC D/S77?1BU770N EASEMENT C -1 ' _ 9 z ui IN V.•I J8.97(15'CPP NE&30"CPP E) IN FA VOR OF CONNEC77CUT LIGHT & PO WE 15¢ INV 138.92(36"CPP SW) dba EVERSOURCE ENERGY u DMH 0 o IF-150.08 TOP SIGN zQ N/F INV 145.88(12'lN) " -- ,, NI! SURVEY NO TES: Qj N9'LLIAM J. KRA WSKI IN V.•145.83(12'OU T) CL CB 150 BUCKLAND ROAD r 1. THIS SURVEY AND MAP HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF Z Z O Q EX. CB TF.•150.76 �`'X • �- IF- X. CS (VOL. 451 PG.89) IF- 0.76 (12'CPP N) e 4 4 CONNECTICUT STATE AGENCIES SEC77ONS 20-300b-i THRU 20-3006-20 AND THE W J \ WINIMUM STANDARDS OF ACCURACY, CONTENT AND CER77FICATION FOR SURVEYS /N V.•138.02(RCP N) DMH IN V-145.81(12"CPP W) `\• O INV.•I39.31(15" RCP S) IF.-152.84 6 _F_ � ~� AND MAPS" AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, 2 W M INC ON SEPTEMBER 26, 1996 AND REVISED ON OCTOBER 26, 2018. INV IJ8.07(36 RCP) INV 145.40(12"CPP N) IF-153.22 157_ W P Im IN 144.54(30"CPP E) INV.•147.02(12'CPP W) ` • TYPE OF SURVEY lS AN IMPROVEMENT LOCATION SURVEY -RECORD AND lS Q lNV 144.49(30"CPP W) IN TO DEPICT THE LOCATION OF IMPROVEMENTS RELATIVE TO PROPERTYLn O IN 147.05(12"CPP CC) B LINES. O 0 W TF.•153.24 cc• THIS IS A RESURVEY BASED ON MAPS REFERENCED HEREON. a O INV.•147.34(12"CPP W) > O Q CCB HORIZONTAL ACCURACY MEETS CLASS A-2 STANDARDS. VERTICAL ACCURACY w o IF-15J87 MEETS CLASS V-2 STANDARDS. TOPOGRAPHICAL ACCURACY,MEETS CLASS T 2 � � -' M INV.•145.77(18"CPP S) INV.•145.84(18'CPP N) STANDARDS A�e �` O�rVPy�C N yC//Nsis DMH i ^ac`( D C< o IF.-155.58 TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBS'TAlV uLL Y, Rt�Q' g(VOTED V.•750.2,3 "C PP CPP E HEREON. ®m ,IN m ( ) o a SHEET INV.•145.38 30'CPP W ��-_. a w Phi 0. i f7 l ®° . . V�2 o IN 145.48(18" CPP N) n u ELEC. TRANSFORMER 0 4° 16766 L. 0 BA D: RK i ` °�� $ ��a LIC. NO. ai AE, S. uaNG ;- / x r W 1., '4t I- I1 E 65x / E-Q,- O N l uIWO MAP REFERENCES I ♦ ♦ ti ' ` \ ` w m a^o c w I u O YLL cc 1. PROPERTY & TOPOGRAPHIC SURVEY, 190 & 240 BUCKLAND I I \ \ \\ w a N N a�i z W ROAD, SOUTH WINDSOR, CONNECTICUT DATED 1011512018 \ ACCESS & CROSS TRAVEL - Opp o PREPARED FOR BY DESIGN PROFESSIONALS, INC. I I ! -� \ �- -154-- - - ` EASEMENT IN FAVOR OF 150 N o c = 2. ALDI SITE PLAN 200 GATEWAY BOULEVARD & 240 BUCKLAND / \ y\' '- ♦ 206, 218, & 240 BUCKLAND 3 W a ROAD - SOUTH WINDSOR CT MAP 27 LOT38 & 5 DATED I -�_ `` \ 155 ROAD = 3 z w 07111119 REVISED TO 9117119 PREPARED FOR BUCKLAND I I \ -, } �� '--- ,.- �_ a d EAST, LLC BY DESIGN PROFESSIONALS, INC. I I \ ` cs, _ J. CHASE BANK LEASE AGREEMENT CONSTRUCTION PLANS 190, \ ; J 206, 218 & 240 BUCKLAND ROAD - SOUTH WINDSOR - CT I E O1 c sMy °'o \ sx I a \ ` W, wN / `' `� --- 15 - INV 139.18(12"PVC) 0 Z MAP 27 L 0 TS 8, 3, 4 & 5 DA TED 05108119 REVISED TO i \ ♦ ( cx \ / - N w J 91212019 PREPARED FOR 190 BUCKLAND ROAD, LLC BY DESIGN PROFESSIONALS, INC. -- �` EL EC, TRANSFORMER 4. WA TER EASEMENT PLAN THE CONNECTICUT WA TER COMPANY z I ;Y i t _ r\ = z NO- 190, 206, 208, & 240 BUCKLAND ROAD SOUTH WINDSOR, !1 ,' - ; \' 0 w of CONNECTICUT DATE 11/22/2019 SCALE 1"=40' PREPARED I I ( ~ ~ "" 1 I, \ _ ■� v FOR.-METRO REALTY, LLC BY DESIGN PROFESSIONALS, INC. I 1� r '" l' 4 - .` \ a a 5. GENERAL LOCATION SURVEY LOT 8, MAP 27 190 BUCKLAND I T """- » tea+ - Im ycc ROAD TOWN OF SOUTH WINDSOR STATE OF CONNECTICUT DATE. I ELEC,RIC DISTRIBUTION ( WA TER EASEMENT IN FA l/OR OF �� ' I ASEMENT _ 10-20-2020 REVISED 11-20-2020 SCALE. 1'=20' PREPARED cx II THE CONNEC TICU T WA TER ! �, BY GALLAS SURVEY GROUP. IN A VOR OF \ + ,1561 z I COMPANY h; \ / LEGEND o APPROX. 4" PVC CONNECT/ UT LIGHT 2, 163E S.F. i Q i I I POWER COMPANY& UNDERORA/N EXISTING DESCRIPTION I 0.050 ACRES` � UNI� � � l I (1/OL. 1996 NOTES. PG. 317 SEE VOL. 2750 PAGE 313 `� BORINGS ok YD ^ 1. PROPERTY IS IN THE GO ZONE. ;' SEE MAP REF. #4 \ TP 2. THE CONDO UNIT 1 CONTAINS 36,096.E S.F. OR 0.829 ACRES, I I YANKEE GAS TF.•1537,9 / 156, BORING TEST PIT LOCATION y 3A INV 150.40 12 I 5 CONDO UNIT 2 CONTAINS 102,049� S.F. OR 2.343 ACRES .J I ( - b I O Ij, I SERVICES ko COMMUNICATION J. HORIZONTAL DA TUM IS BASED ON NA083. VERTICAL DA TUM IS I i EASEMENT / �� 6.6 BASED ON NA VD88. I It i� I �� l l I Cx OVERHEAD COMM. LINES CABLE, TEL, ETC. 4. PROPERTIES DO NOT FALL WITHIN THE LIMITS OF A FLOOD I (1 90 BUCKLAND h v HAZARD ZONE AS DEPICTED ON. FIRM FLOOD INSURANCE " >?l ' ' I I - - I O I1 R D.) / i� ` - �x- - - �x- APPROX. UNDERGROUND COMMUNICATION LINES $ RATE MAP TOWN OF SOUTH WINDSOR, CONNECTICUT HARTFORD I / ` ak �1 ' j __ ' I ^ l CONTROL POINTS COUNTY PANEL 383 OF 675 COMMUNITY NUMBER I I1 t 1 s o 4 w v 09003C0383F EFFECTIVE DA TE: SEPTEMBER 26, 2008 FEDERAL I :153.89 r 5 EMERGENCY MANAGEMENT AGENCY FEDERAL INSURANCE I tl f N/F /JV. 149.99(12" CPP N) I 1 // 152- BENCHMARK - - ADMINISTRA TION. I t MARION & ROY / // / y � APPROXIMA TE. INV.•149.88(12 CPP E) - a m 5. UNDER DRAIN LOCATIONS SHOWN ON PLAN ARE I / lam_ l t ROUNSEV/LLE TRUSTEE / / DOMESTIC WATERF = LOCATIONS BASED ON DESIGN PLANS. SANITARY SEWER EASEMENT IN ox O --� Gt 11VV.•149.97(12" CPP S) I / 206 BUCKLAND ROAD I l yl / J `o 1-2 " 6. UNDERGROUND UTILITY, STRUCTURE AND FACILITY LOCATIONS FAVOR OF THE TOWN OF SOUTH Iti 1 j' jh I lr'✓V 150.99(4" PVC) f / - - a s k (VOL. 1859 PG. 180) I I / - - - - - APPROX. WATER MAIN - . 3 E= 5 DEPICTED AND NOTED HEREON HAVE BEEN COMPILED, IN PART, WINDSOR 1 I ? CLCB I SNET 19 W/LIGHT i t I' Coo / I - - - J FROM RECORD MAPPING SUPPLIED BY THE RESPECTIVE UTILITY 5,220 SF (0.120 ACRES) Jf } IF-153.90 /� �Q / Ill/ wsx - - - wsx - APPROX. WATER SERVICE COMPANIES OR GOVERNMENTAL AGENCIES, FROM PAROL (VOL. 2748 PG. 327) I yt� ( a ( INV'50. '(12 CPP) +� 1 .6 i TESTIMONY AND FROM OTHER SOURCES. THESE LOCATIONS 1 \/ S76�2'47"E l �°°" I w ,4� n) =V ,� WATER VALVE MUST BE CONSIDERED AS APPROXIMA TE IN NA TURF. x 5.77' \1 i4' FIRE HYDRANT c') ADD/TIONALL Y, OTHER SUCH FEA TURFS MA Y EXIST ON THE ' \� t t t. ~ "'" '' eMy oa / C I I V aj SITE, THE EXISTENCE OF WH/CH ARE UNKNOWN TO DESIGN ! d=90�0'42" rt 11 "'- % ry t h J > / r \ TF.•155,30 v '� \( LIGHTING I ._ �O PROFESSIONALS, INC. THE SIZE, L OCA TION AND EXISTENCE OF ! _ > / _ l I l r` p ALL SUCH FEA TUBES MUST BE FIELD DETERMINED AND VERIFIED f 1 R-20.00 \,� i -. r /NV'>37.00(12" PAC) ,' / I �C x 15 d I x L=31.42' l i/ d=5'42'04o / I h� // ,� POLE MOUNTED LIGHT O O BY THE APPROPRIATE AUTHORITIES PRIOR TO CONSTRUCTION. \/ LC=S3132'47"E / R=1025.00' x114.2 / �h - - NATURAL GAS N U 7. CONTRACTOR SHALL CONTACT 'CALL BEFORE YOU DIG" FOR I 2829 l UNDERGROUND UTILITY MARKING A T LEAST TWO FULL WORKING L=101.99' CB J 1 // Ce - - W = O „ IF.155.8E / / /F - cx- - - cx- APPROX. GAS MAIN ¢ � = C DAYS PR/OR TO START OF CONSTRUCT/ON: 1-800-922-4455 F I LC=5734206E ( �,n J / l j /s J NL O CHASE SIGN INV.•151.76 18 CPP ;V � �I / / A s W !r OR WWW.CHYD.COY. f t � 101.95 INV.•151 85(18' CPP S) t l J I /Nv 7¢8 - - - Gsx - - - Gsx - APPROX. GAS SERVICE LINE m - X N q,p jr CS /NV.•153.55(4' CPP E) J ! I I' / I �4 I I 0' '5�6.3`To$E fj � TF.•150.44 i x154.6 i x1 8 POWER ? W\ ox ELECTRICAL LINES, OVERHEAD (�V x 16 it 1 jI INV.•147..55(12"CPP NW) CB E m � ?r�� _ <. INV.•14756(12"CPP SW) TF.•155.81 / l J l/ �`' - - - eux - - - Eux - APPROX. ELECTRICAL LINES UNDERGROUND W I G'p Y IN 147..50 12 CPP SE INV.•151.99(18 CPP N) /� 1 / I r NC INV 149.38 4" CPP /Nl/ ?11 15 CPP S �J tl �5/ l l /l I ' l I � o" lRR, ♦ ~ ( > � ( rl / � /l // l � UTILITY POLE SIDEWALK EASEMENT IN 'X , I J / \p� 15 51, \ Iir, 11 IF-154.38 ' / / 11 / ! l Jl 150.3 PROPERTY Z 0 w 'D V 3 Q W 6t ry INV. 148. 8 12'CPP W - - o i6 w i < _ u FA VOR OF THE TOWN OF SOUTH >\ , ( ) / PROPERTY "' N WINDSOR ! ^ q, J\ r �, 15.�\ J L 111 ( I LINE j 1 Dt Q \ INV. 148. $(12"CPP_� 1,560 SF (0.036 ACRES) ' * / JI i -�i- 1�52 ~ r 1S`1. I 1 Q / _ EASEMENT LINE (VOL. 2748 PG. 330) I I .y°`.' �1 5 / I >�/ / CpNC �'' �` - /SS ♦ ♦ V I x /� Q \�. O IRON PIPE U di 156-A Q jj ® IRON ROD � 0 PED WALK I ck __ �s� R`' ``' _. cj , _ C> MONUMENT Q ou BUTTON I I k I J I / _ I �� ` DO 07 ENT TER S/GN 1 ` I - - ROADS W V SPAN POLE t m I / 133T13 E .I`� I J I , I I Eu, _ _\ 2S,S ,�, S SIG _ GUARD RAIL V C° ox I 270.05 J I I / I "\ �r \ ` O _ I � -� OR �� SIGN � m W W > I I I l jV' \ I 1 "' / ` > Z CCB j' I/` � I j ( j + j j v HOCP/SIGN '-� l _ SITE FEATURES Q Z cu I TF.• 43..t3I ! I l I p l Ci - ;155a .� I ga .. . EDGE OF WATER 0 O J IN :14 . 8(15"CPP S) J ! l ,h t I CONY J I o - d TOP SIGN ♦ / I �°1iC W W W V CCB "'�+ % ( llf3 5 l l I �SIGN d V 0 %�( -`A\ ♦ I� -x x x x- BARBED WIRE FENCE H to TF.•143.34 " l I EXISTING BUILLIING ^�\ a c rn I i f, vt1 0. 6;(1 "JC�P) FF.•153.02 J I �� a DER\ I V� / / \� I r J I a CHAIN LINK FENCE V a INV 139.94(15'CPP S) I I / J / J J )I CO/Y )11 BLOCK W4LL o //�/ -. I - - rn INV140.09(12'CPPHN) .,a,r W,/LIGHT I / J J c�o. CONDO UNIT 1 ( / `� \ �' // l x� �, x156.16 15 .s7x -- - - RAIL FENCE Z Q FWD- LJ DIR SIGN { I g205 GATEWAY i / + x o ° STOCKADE FENCE Q N TF=143.57 6 8'` t I DCP SIGN/ I l l - "I $1 Z 3 p "♦ -`'� - Ec, I BOULEVARD J / J FE 1 ( o �56 N /NV=131.38(6'&12'%N) c3 e•. �' I JIn F- ,V // /l J / ;t /NV. 4I?71 -+ + + +- WIRE FENCE 0 W a INV=131.33(12" OUT) I I / , •` Ie �hti ��- TF. 0.00 1I o JIZ -RI/ 111 1 I V STONE WALL "'► cv cv G l CB o /N W) 47.64(12" Q I J l �i l l I N O nx `�� Q OR Z TF. 150. 152` l J J TREE O m / '�.•;•. , P �\ \ � (� l 47.87(12" CPP h� lN�(SE�147.41(12 t l�l I 71 /l I � (n I ' '• • 8 \ \\\ O ) c I / I l I 1 l l � / t �� II Q I` TREE LINE �L n ok I �, �\�`. \ \ V INV./148.88(4 ' C ' " "7 l I V / U " �:^• w TF 1`44r12\�\ \ d I / �I (I l I j f !I j j i u I SANITARY SEWER = Z) CCB I / J�lVJ48.'Lw C \ / �// l / l I ^ t m _ \ �� \ - ... `(�uo __ � / j I I / J x (l - - - sx- - - sx- APPROX. SANITARY SEWER MAIN m I j IF'143.26 0 \ \ c / h I v ;p � / l/ c `V h / x 156.76 Q ^' 1 INV.•139.36(15'CPP N&Sj. - J1" \ \ • 2 �.o ' �,I Jos l l ! tr - - sx- - sx sx I _ `\ S\ p a I l ! I d l l / lIl I `W I�� II .80 rI a - ssx - - - ssx - APPROX. SANITARY SEWER SERVICE LINE DRAINAGE EASEMENTS wx s \ o \• • \F j I l / .l J I OO SANITARY SEWER MANHOLE m __ I I / I( /N FA VOR OF THE STA TE �- x p OF CONNECT/CUT `'-I / / - s 1�5 GR\� \ \\\ \ \ \ \ \ �� / --ua ll 0ll ('I II v I I �e �`-" STORM SEWER (VOL. 656 PG. 166) ti F -uo- - -uo - APPROX. UNDER DRAIN c� •,,. I I J / ds, �, a s{ / •1k ��\\� \\ �`' e /i Opp-,- P '� (` APPROX. STORM DRAIN PIPE o �► r�� t r /�l \ j��. ,\�1 \, \ \ 12" FE / // 11��1N�/j I I / V l + @ STORM DRAIN MANHOLE � l a sk\ �� CHAS SIGN / /Nlf.•146.86 SPAN POLE 1 I) l� /-START SIGN �� CURB INLET 11 1 I \ \ \ �l 1 �146.93 ( I f Sk \/ \� STO S/G�l • ; 8 / \' I WI ( t I / ❑� CATCH BASIN z z Q "ht s / . . . J ~ J�� // I I I J I f G TOPOGRAPHY Q TRAFFIC I I I �7Q�p <<C/?�/ ( � � •j- / I `� lt't I I J ^- - - - - -95- - - - - CONTOUR V) 0 CON TROL O `V / / .ST�j `-- o .•F• , I I _ ,s- lksk, + Z N BOXES I I 1 c�N `s<`'d A�ti� %t sk\ \ •�'�• \\ I/j / o�� --, X 61.95 SPOT ELEVATION > o > I t '1 6 _ ) �' //i \ / , �. \ \-� �/// , WETLANDS w O ! I SIGN � � WETLANDS LINE 9 1 -r ELEC. 148-� \ j ! lsk c \ •. �•' yk/ I 3 v I I IF.-150.74 �\ STOP S/C�V slCB o�o �I \-' �Q) IN . B. 2(12 CPP) / 'TRANSFORMER `` •- o _ /NV 149.49(4" CPP) YF �/ - ;t I / } / i- LANDSCAPED AREAS 3 ' DMH -- \ V Oly/` \ STREET SIGN l l O ' BUTTON IF'144.12 150 s�j INV.•139.17(15"CPP N&W) � STOP SIGN B/ 1F 50 ,r / �� 6 W N FRONTIER 17 W/LIGHT TF=144.14 i� '�� INVj 58 f�' ` \ \ ' p '+s N o \I INV=13�77(12") 15Z m DMH ` N 44,18 1 '� _. 4.1s p \ \� al IF'143.92 ELECTRIC DISTRIBUAON EASEMENT ,! s Z INV.•138.97 15'CPP NE&30'CPP E IN FAVOR OF CONNECTICUT LIGHT& PO WE - "- 154 � INV.'138.92(36"CPP SW) dba EVF"RSOURCE ENERGY \ C b DMH - -- .75S \ 154. 10 TF.•150.08 TOP SIGN /Nlr 0 Q N/F /NV. 145.88(12'lN) �, I/ Nfi SURVEY NO TES: �' WILLIAM J. KRA WSKI INV.•145.83(12'OUT) CLCB �"----- ( Z O b 150 BUCKLAND ROAD / 1. THIS SURVEY AND MAP HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF Q EX. CB (VOL. 451 PG.89) TF. 150.76 x CONNECTICUT STATE AGENCIES SECTIONS 20-300b-1 THRU 20-300b-20 AND THE W O IF'142.87 INV.•146.96(12"CPP N) 4 UNIMUM STANDARDS OF ACCURACY, CONTENT AND CERTIFICATION FOR SURVEYS O 3N IN 138.02(RCP N) DMH IN 145.81(12"CPP W) L - ` AND MAPS" AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, � rpi INV.•139.31(15" RCP S) TF'152.84Cc8 J 6' INC. ON SEPTEMBER 26, 1996 AND REVISED ON OCTOBER 26, 2018. i-' /NV 138 07(36 RCP) INV.•145.40(12"CPP N) TF.•153.222 157- � ' INV 144.54(30"CPP E) INV.•147.02(12 CPP W) • TYPE OF SURVEY IS AN IMPROVEMENT LOCATION SURVEY -RECORD AND IS O INV.•144.49(30'CPP W) INV 147.05(12-CPP CCB INENDED TO DEP/CT THE LOCATION OF IMPROVEMENTS RELATIVE TO PROPERTY O uJ TT=•153.24 S. � O „ • THIS IS A RESURVEY BASED ON MAPS REFERENCED HEREON. INV.•147.34(12 CPP W) tl a � J p xo! 0�MCC7I�1� w CCB ♦ON,,,�r'0° p, G+�L'�� ' HORIZONTAL ACCURACY MEETS CLASS A-2 STANDARDS. VERTICAL ACCURACY � b aj TF.•153.87 a+��'8t4Q"� <.9"..'�y`sr J aTi INV 145.77 18"CPP S /r a`Q` s,& MEETS CLASS V-2 STANDARDS. TOPOGRAPHICAL ACCURACY MEETS CLASS T-2 ( ) fir+�- �� STANDARDS 4 IN 145.84(18"CPP N) DMH a Q1 %i3 e o TF. 155.58 % ' TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALL Y CORRECT AS NOTED INV.•150.23(30"CPP E) q oo� t HEREON. m a No. �676G o' t1 SHEET o lIN NVV145.48(18 145. (J „O �'G` a �,o 0 EL EC. TRANSFORMER srsea e V�2 wr,��uraxM�t _ 16766 BARB . LARKE, L.S. - LIC. NO. u� > N ~ LL IF-,: cc a lf1 1� 0 South Windsor A o X � W ®� W m y EE w AWD I ) LL LL U r CI N Yi I- ® \ x WO_ �N11 w (pW FE °4+ Z co w r OC cc' . .. 3 z a Cd l � V 3 O IL WA TER EASEMENT IN FA l/OR OF THE r j \ �- H c e CONNECTICU T WA TER COMPAN Y F s to W J 3,097E S.F. 0.071 ACRES lu ca SEE VOL. 2750 PAGE 313 SEE MAP REF. 4CB ' • �-J \\ \�- o w . \ a a `� TF-153.24 INV-149.46(18" CPP E) N� .Y `� y •o I BUCKLAND GA 7EWA Y, LLC �'• ' , � INV 149.46 18" CPP S a S00 %, ww c� x I ( ) 249 BUCKLAND ROAD o% O >_ x N ,1 (VOL. 2744 PG. 223) 1 56 Q CB l toms,�g dF I •� g I TF.•153.57 � 1 .toWN 7 INV.-150.13(18 CPP) % \ \ c INV 150.66(IN) N S7032'09E I x I I 56 I 725.440 .� � SITE _ . pa 1 40 -156, 157- - xt64.2 � \ �-I s / /25' S.Y. �I -� -\ -� 7 I �- - - , N s3, \\ \ \ \ \ \ x, 32 / \ 1 LOCATION PLAN o 66 3 1 i SCALE:1"=2,000' y o t III I I 5 \\ ` \ � ; 11 •I I f \ � ` i i 00 �C �h Chili✓Y � � -6 , V I 1 V v V 1 T_ a ` \ \ cA 6' �, CS, CO --� \ \ ,1 ;( I � ^ �' 1 1 I I \ ! 14 �t ° mac \ `a � \ cz � V- h 1 t�V !�1730 I I \ \ \ W a s a ° \ \ \ N W I x1965 i \ I J t I I I I I N) O t t '' t o 1 , t 4.6` 1 6.2199 4 \ \ 1 a \ \ , N 1 x,6 `. \ I I °3 i ,\� U 0 �12 CPP 1� ) xi I t \�» \ \ \ °� \ \ B6 \ a I \ '"� \ I > \0 _ N r i i N a Z 1� CPP( x15o.3 \ v \ \ \ t\ \\\ \\\ \�\ \\ \\ ^1 I Ix1933 I ii a a \\ \\ \ \x1 i a a r a ° �E� �° \ F� Q p O 15o•kx t t i \ \ \ \ I 1 1 x21 t a \ 14 \ \ \ \ a ` 1 ` Z t o Ih 1 \t itt \\ \\ `�, s\ \\ I i \ t t 1 1 Ir ` , w U a a I Q � :L I f II � 4.2 ^ j ^ CB , \ �,1, t \ \ \ , \ \ \ \ � s8+\ ` \` \_ \ \ � L ••-.��-..-..x 112.2 � i � t ° a I \ a \ ` a \\ \\ a \ \\ \\ \t � a ` a I n n. C V � � t t t \ \ \ \ \ - - _ _ _e, \\ 1 1 1 \ t �, \ \ \ \ \ \ ` \ \ t 1 1 / a �9a ? a a� cn aA c� I I I xt� i t I TF. 154.46 \ \ \ \ ` \ \- - - - - - I t a a �e INV.'148.10(18" CPP N) \ I ,� t \ \ \ \ \ - - � _ - _ _ - `��. � \\ �r/ 1 ? ° I \ t a \ \ \ \ \ \ a \ \ t � I I � W C IN 148.07(18 CPP S) I t t \ \ \ t \ � \ .__ _.-.. ___ - � �. ...._ _.._�' `�. � f I I � ; a ` , \ � � ,` �, ° \ \ a \ \ \ °�, E �I j51' ° 1 \ \ \ \ \ \\ - - - - - - - -- - - - - - - \ \ \� ( t \ I 1 \ \ t I \ �s64\ I 1 I I IL`� t 1 a I x546 j FE \ ~ 3.4' I I\ �\ x ° t cr I j l \ \ 95 CPP�T\ I/x 11 a 3 t III I I,; I ► , I IN 150.16 it }1�� P _ l= - -_ - t -- - _ i 1 'c` � ��\ \I \I II / m m w j5p'3 s , r DMH r \\7S�• ( l I ; a Zat\ , t ° ~� t \ a I I t ° w�a / "�' M N ' Q w C7 5 I I 18 FE xtJ° / YD \ a �, `�9 1 . \ to 1 I ' `Cj� I a'�, / �n < N W �e = I INV.•151.43 / l l I \ IF.-156.58 TF. 158.04 �A� k I 'I ! x,�2 9 \ I ; a ( \ a t t I i ' I I I 15 CPP E) �'P N .s X 1 I I YD \ \ / IN 150.45( a r� o o i o cn -151 !// /} / IN 150.41(15" PP-W). INCH 150.87(15 C I I I TF.•159.18 INV. 150.88(15" CPP SE) I II / IN 151.17(15' CPP N� .ram /156 / IN 151.16(15 !CPP S� "�"11� I QQ -'-"15 "- _ x156•B DMH \ t \ s'� a I , a t I \ t 1 j i I 171.5 _ 15" CPP �` \� TF. 158.88 I I rl�\En I \ I I 1 a a \ i \ I 156_ \$ a f - !� . V ^ / ) IN 151.28(15' CPP N) a \ a I ( t ° i \ \ t ° l a I I I NOTES' N � 9_ f /( INV-153.12(12'i CPP N) u \ \ ( ) \ 1 a I I N 1. PROPERTY IS IN THE GO ZONE. _V I _ 15 I 5'1 CPP W N� \ ° I t a a I I I I Z THE CONDO UNI T 1 CONTAINS 36,096E S F. OR 0.829 ACRES, f- ` I f \ I ( ( INV. 151.53(1 PP S t a s I a ' t I I I I I I I a CONDO UNIT 2 CONTAINS 102,049t S.F. OR 2.343 ACRES. < Q V IN V.•153.09(4 ) , m I I I /'' T JRB '.. 4 1 I / '� I I \ x,72 f :153.1,5 4" PP W) ` \ t t �r ! t { ` ` I I I I (,c�I i j J. HORIZONTAL DATUM IS BASED ON NAD83. VERTICAL DA TUM IS Q W I I i rr r� o /Nl/ ( Lill xt9a� BASED ON NAVD88. � Z / 155 I I I I I I I i \ \ I a I \ t t ' ' ' 1e I I ► ) I 4. PROPERTIES DO NOT FALL WITHIN THE LIMITS' OF A FLOOD O o I) I uo I I HAZARD ZONE AS DEPICTED ON.- 'FIRM FLOOD INSURANCE Q O N ( x �.__ u RATE MAP TOWN OF SOUTH WINDSOR, CONNECI7CUT HARTFORD J T Sl �_ - u VC( �$ j S� I I t�I \ a, 1 x 182• \ \ r t I I Q 0Z 4- P �p � f58.56I �7! t�� I 1 I " ?< It° \ a I \ a \ a ` e° \ \ \ o� COUNTY PANEL 383 OF 675 COMMUNITY NUMBER Q °j � 09003C0383F EFFECTIVE DA TE.• SEPTEMBER 26, 2008 FEDERAL Q ! , QJ a}\�' EMERGENCY MANAGEMENT AGENCY FEDERAL INSURANCE V to I I r \ hNIJ/�\ �'I, a I I j I { Ij ` I \\ t \ I 1 \ t \ I I \ j992 J a x �• c� 7s,5 7s X � ( � o � w I � � \ � t \ °�\ � t ADMINISTRA TION. � Q w " �I \ I I+� r- I I I I I �n �. \ I \ I t I t \ I t I x 5. UNDER DRAIN LOCATIONS SHOWN ON PLAN ARE APPROXIMATE. a m Z cy) N h� 0' �s6, x \ �I -756._ I ) I I� a x ' t \ \ � t t ° \ \ � ' t t t I I I LOCH TIONS BASED ON DESIGN PLANS 91 52 I, I I r \ I 1 \ \ i I I 6. UNDERGROUND UTILITY, STRUCTURE AND FACILITY LOCATIONS O o 7� .... 1 15 a - ( 58 , ; EXISTING BUILDING I I I I I II, nl \ \ a ° a \ t / t I I t t I t I DEPICTED AND NO HEREON HAVE BEEN COMP/LED, IN PART, ON _ cv 6 16 + S FF.•159.03 ~_- - --` ti n \ x15 �� I I I h I I I IIi \ \ a a s ° \ ` \ \ / t I I I t \ I I t t t I t FROM RECORD MAPPING SUPPLIED BY THE RESPECTIVE UTILITY SIGN I I i 00 B/ CURB \ 9 CONDO UNIT 2 ...--157 �I �I \ \ a ° a a f t t \ I xt842 I I I t I t t I ° COMPANIES OR GOVERNMENTAL AGENCIES, FROM PAROL � 6.4 II-I 4 ► , h O ,#200 GATEWAY BOULEVARD rI I !� \ \ ° ,r� \ t�a' a I � t t \ I I I ( I I � I I t t TESTIMONY AND FROM OTHER SOURCES THESE LOCATIONS � � N o I j9 � t I \ t t I I I I I I I I I I t I MUST BE CONSIDERED AS APPROXIMA TE IN NA TORE. \ �t \ \ \ ADDITIONALL Y, OTHER SUCH FEA TURFS MA Y EXIST ON THE v`4 t j58 158 11 I I 1- ° SITE, THE EXISTENCE OF WHICH ARE UNKNOWN TO DESIGN CB x,95 ° a PROFESSIONALS INC. THE SIZE LOCH TION AND EXISTENC J 1 �1 i �•g9 w I� � ! IF.-154.64 t I � a h � !� E OF C° �° `D t ALL SUCH FEA TURFS MUST BE FIELD DETERMINED AND VERIFIED FEv. J h I I ' lNV. 15270(12 CPP) v 4� co cb ro 00 IN ' I I , I I ca xty5.6 1 1 xj6°' N I t II I I) BY THE APPROPRIATE AUTHOR/TIES PRIOR TO CONSTRUCTION. ( { III 11 3 /NV 152.89(4' CPP) I t I I I i I I ' , I 7. CONTRACTOR SHALL CONTACT 'CALL BEFORE YOU DIG" FOR m o I III I I I I II I I I I ) UNDERGROUND UTILITY MARKING AT LEAST TWO FULL WORKING r rn 'o v xt56 h W x1 p1I I I APPROX. LOCATION \ ( I r, L � I !I � y6 ,\ � I58 I J 4" UNDERDRAIN / t � I I II ' � I I I I I � I I I I I ) � DAYS PRIOR TO START OF CONSTRUCTION.- 1-800-922-4455 00 � Q I I 3 I I / t I I I I I I I I I 1 a OR WWW.CSYD.COY. p I I Y -T k CS ) III II POND j I I I I I I I I ( I I I II It I t t I\ t IIx 1 g9. SoIx110 6 ( j I I I / I ) I I 1 I tt t ' t 1 I 1 ° N APPROX. LOCATION mo h� II 1 Z I { I I I UNDERGROUND GAS w o 1 I \ t i c I I UNDE I I t I I I I I I I I I ) z z a �\ I/ II so °' I x I SERVICE o 6t I II II I t t t I I Q � ` _ .., � � __-- I�y4� �: I ' m 1�91t I 'i x,95• I t \ I II I I II I( I I � i I I I MAP REFERENCES.' � a 1 Q I rl I I I � WALL 01 RE --- t I I I I I I I { I I 1. PROPERTY & TOPOGRAPHIC SURVEY, 190 & 240 BUCKLAND z N RB \ I `h WALK -- - G v I OCATION Z j•`{; I t I I t I I I I I ( I I I ROAD SOUTH WINDSOR CONNECTICUT DATED 1 Z I I \ g/T CU \ CONC _ 157.99 I I v I APPROX. L o `' 1 I I I l I I I I I ATE 0/15/2018 O a a ° ----' -` �- `' I UNDERGROUND ELEC. ) I I I I I I I t I I O I PREPARED FOR BY DESIGN PROFESS/ONALS, INC. p 3'2 11 G �\ G - - " ws% , wsX - m I SERVICE / I I I I I I I ( I I I I ( I I I I N 2. ALDI SITE PLAN 200 GATEWAY BOULEVARD & 240 BUCKLAND v=, _ - ROAD - SOUTH WINDSOR CT MAP 27 LOTS8 & 5 DATED vI Gs _ k - �� wsx -- '� I- 0� l I x191.2 POND Ira ^ / l f I I I I I I I I I I I I I I I `Jo 07111119 REVISED TO 9117119 PREPARED FOR BUCKLAND W w > I I I ws / 1 ) I I I I ( I I o I I I l EAST, LLC BY DESIGN PROFESSIONALS, INC. ws. 9 p-..1pFw 9p N `� I I I I I I II I I I I I I I I I t ) J. CHASE BANK LEASE AGREEMENT CONSTRUCTION PLANS 190, 0 -Wsx_ j \^ 158- x15 CB I I ( I m APPROX. LOCATION II ^�b / I I I I I I ` 206, 218 & 240 BUCKLAND ROAD - SOUTH WINDSOR - CT t x7s ^ �.. -_ - TF. 157.25 / o I I I I I II i I I v I \ t MAP 27 LOTS 8, 3, 4 & 5 DA TED 05108119 REVISED TO 3 1 1 sob ,,,,,M I o UNDERGROUND 2" DOMESTIC MWAM IN 155.22(12" CPP) 5155 I I I , & 6" FIRE WATER SERVICE 1 I ,^ ' ) I I I I I I \ 9/2/2019 PREPARED FOR 190 BUCKLAND ROAD, LLC BY DESIGN 10 j 57.53 / I t:M I I / / x t g6.2 I I I I cro \ \ F- h. � PROFESSIONALS, INC. ... 3 I v I 3 � i \ \ 4. WA TER EASEMENT PLAN THE CONNECTICUT WA TER COMPANY x'g1 I { 1 I I I ! \ � \x,99 \ 190, 206, 208, & 240 BUCKLAND ROAD SOUTH WINDSOR, rn \ a \ CONNECTICUT DATE 1712212019 SCALE 1 =40' PREPARED \ 3 `c �, N I 23 TF. 169.17 I I t FOR.- REALTY LLC BY DESIGN PROFESSIONALS INC. j I ; ( \ / I `` x11 �'-I xi � V 164 f79'JO" of ro ! ) I I I I W -` o + t 5. GENERAL LOCATION SURVEY LOT 8, MAP 27 190 BUCKLAND 0 1 s F- ool, 1r'.29I �h �( \\ \ J I I I N ) ) i I oo I I I I i I t \ ROAD TOWN OF SOUTH WINDSOR STATE OF CONNECTICUT DATE.• Q Q / '1 I I 1 \ \ B+ �757-?4 a z ° 1 12 \ �h <1 \ \\ \ O I 1g 2 1 / / I ) f V 1 I I I I a 10-20-2020 REVISED 11-20-2020 SCALE-1"=20' PREPARED � l� C m 49 I j ( \ \ I I x1 y I j "� e1 oo I I I t I I \ BY GALLAS SURVEY GROUP. -I / STOP Sick I �' - BI__ 12�' cP jr BY \\ I t I I < �o o I I I I t t I 1 \ • I ,,... � 1 � , __, 5%--�--• '-"- s,\ 5 / H 06 I j l N � l ' I I V � j ) / ) i I I I I I \ t I \ `. z ..` 's Q' `r 7 ~-� -- s,- - \ r SM 158 51.I I v r ¢�� h rn .... ¢a sx tF 51 ) I I t \ �, I l / / / f I I 1 1 \ \ \ a O EE fAN /GN P, tx / ,�`0 1, p s - w sx r I / ENV•1 1 III �I I � ' j I I I t t \ \ \ .o � / I � ,,..r 9 � 6`Qx`-- h � ZQ t I �° 1 c - 22x 157.60 h - ' °) I I )�0)11 I o I \ 172.9 I 1 I I I I i l J ( 1 \ I I I , 1 1 1 t \ \\ SURVEY NOTES. sx` 5 ,++� ` TF=153.89 \ 1 ... s ) �.I I I I _ 1 / / I I t I t\ \ , I I 1. THIS SURVEY AND MAP HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF Z O / ",IWO � lNV-146.04(18"CPP S) ..E. � III j LEC1RI OF�BU770 CUT LIGHT & PC�V12�fi' l /�r �/ � f t I I I I t t , \ t \ \ CONNECTICUT STATE AGENCIES SECTIONS 20-300b-1 THRU 20-300b-20 AND THE W Z 5P I / 000 \ 154• IN V=146.09 1 b\'CPP N) ' 1 `� i'I ) ' I ( I & FAV x186 \ t \ UNIMUM STANDARDS OF ACCURACY, CONTENT AND CERTIFICATION FOR SURI/EYS c vo 1� un CU a, ' I _.--- / / I \ dbo EVEI SOURCCF ENERGY 1 / / t t 3 I I \ I \ BIT -- - ----160-- "- � -= J / I l� \ P ' x1g2 4 \ \ \ ` t I I t I t I \ \ \ �} AND MAPS'"AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, 2 W M - l o , \25' Y. _ _ / �_ �_ I I I I , \ , INC. ON SEPTEMBER 26, 1996 AND REVISED ON OCTOBER 26, 2018, W 54 - CONC. WALK -4 - /, 11 t ) % / I I ) I I \ ° x19�3 • TYPE OF SURVEY IS AN IMPROVEMENT LOCH 170N SURVEY -RECORD AND IS Q 1 w J _ _ -- •---- -.�- _ -�� INTENDED TO DEPICT THE LOCATION OF IMPROVEMENTS RELATll7E TO PROPERTY O _ 1 % LINES ' N - - ' 157 158 =Z�=�- '�"-'J �- ; r "'- c- -x1 s6 i i-� / ( x, I \\ / j J' / / I l ( O W x x1 - J ` ! 1065.2T J • THIS IS A RESURVEY BASED ON MAPS REFERENCED HEREON. a J p °N CB CB yD S70'S9'42"E HORIZONTAL ACCURACY MEETS CLASS A-2 STANDARDS VERTICAL ACCURACY b ai TF.155.54 bra° ^" "M IF,-157.01 TF-171.00 r�� 0031v� MEETS CLASS V-2 STANDARDS. TOPOGRAPHICAL ACCURACY MEETS CLASS T-2 lNV 153.05(15" CPP N) IN 154.87(12" CPP W) ELEC. TRANSFORMER INV 162.79(30" CPP N & W) �'a��r °G" cj.•• STANDARDS. ,� INV.•153.53(6" PVC NE) ON CONC. PAD i INV 153.54(6" PVC S) INV 154.92(12" CPP E) o N ,co gym; TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBS TANTIALL Y CORRECT AS NOTED SHEET m IN 153.44(12" CPP SE) i WLLIAM J KRAWSKI ti HEREON. o LECTRIC DISTRIBUTION EASEMENT 150 BUCKLAND ROAD ° r (VOL. 451 PG.89) ` P!o. 1676 •c ' v IN FAVOR OF CONNECTICUT LIGHT & POWER ��i�.9:�/C�NS�Gpo°� 16766 V�l 4 dbo EVERSOURCE ENERGY ��m''•.•oA 'E B R D. CLARKF L.S: LIC. NO. S� SITE COMPLIANCE CHECKLIST rCAW) TOWN OF SOUTH WINDSOR,CONNECTICUT 64AS E 13AN ` ***** FOR C OF O***** ADDRESS 1 of(3 a,C wc..r,,) R LOT/UNIT# Reviewed by_-&D_(Engineering) CONTACT/DEV e-11 k -o cry , Date Reviewed pprov Denied PH# C6 UO 0 SO o �� Reviewed by (Planning) Date Submitted � �`� � �O o�ti Date Reviewed o� 3 a.1 rov Denied Date Reviewed Approved/Denied(Health) As required in the Zoning and/or Subdivision Regulations, no Certificate of Occupancy shall be issued until grading plans have been complied with and approved by the Town Engineer. The minimum requirements shall include: Approved Denied N/A 1. Approved building permit plan ✓ 2. Finish grading per approved building permit plan ✓ 3. Site work; i.e.trees,shrubs, dumpsters, required parking 4. Utility location; a. sanitary sewer/septic systems b. foundation drain ✓ C. electrical&telephone ✓ d. water ✓ e. ether 6Ag 5. Sewer connection charge paid 6. Appropriate certification 7. Bonding 8. Planning&Zoning/ Inland Wetlands Considerations a. Lighting b. Signage Freestanding Wall C. Fee in lieu of Open Space �jy�! $e�.Jz� C©s ��rt COMMENTS: l'-G/�s�al 95-8.,./� Slic ..;..c, all �{t»+s M..rlc�d o.� �:.,,�..•.�s s� A/d.'s. ' ',b '&L4 - 2t�+tcy� e-" Ac..,ej sciw,ck . ;g-jo~ CO. ? t CG 3c- S+O , f ••►�S� C/ns5 1'1• J'r( (rk ,ai..y ISLdD ALo1 lr .i1A 2c L•..a S4. ' 30 ,f Ly �,� s�,..,�ac�la-td .�so►��t� Gr�sS,,,;._�ks� Qas.,► ;�1�1- rk�1; be .�rw J-e..4 Arcw A'-.s M G�"�"'�/lo/a.►t�.i� 5 5 w li•.cic[.;r. R� ��lp�c /e tiTs i •�5/�. s/engineering/molloy/forms/site compliance checklist FZEC,EIVED P.O.BOX 1167 21 JEFFREY DRIVE X, 1 SOUTH WINDSOR,CT 06074 @SIgI�I PHONE 860.291.8755 1^O'�SS1011a�S SO'JTf!l^.'ir:n:;oR FAX:860.291.8757 www.designprofessionalsinc.com CIVIL & TRAFFIC ENGINEERS / PLANNERS / SURVEYORS / GIS ANALYSTS / LANDSCAPE ARCHITECTS Serving Connecticut, Maa,sachusetta, t Rhode/s/and LETTER OF TRANSMITTAL To: Town of South Windsor Date: 1/29/2021 DPI Project No. 3530 Engineering Department Re: Attn:Jeffrey Doolittle, P.E. WE ARE SENDING YOU: ® Attached ❑ Under separate cover via the following items: ❑ Shop Drawings ® Prints ❑ Renderings ❑ Specifications ❑ Copy of Letter ❑ Change Order ❑ • COPIES DATE NO. DESCRIPTION 2 1/2921 Aldi/Chase bank site Asbuilt plans-Buckland Rd.for Metro Realty These are transmitted as checked below: ❑ For Approval ❑ No exceptions taken ❑ Resubmit copies for approval ® For your use ❑ Make corrections ❑ Submit copies for distribution ❑ As requested ❑ Revise and Submit ❑ Return corrected prints ® For review and comment ❑ Forbids due ❑ Prints returned after ban to us • REMARKS: • • • I 1 f SIGNED: ! �(t �— C- CC: Matt Arsenaulto TPG\rchitecture 11/12/2020 Attn: Christopher Dougan Chief Building Official Town of South Windsor 1540 Sullivan Avenue 860-644-2511 x232 Christopher.dougan(a)_southwindsor.org Permit Number: 1900724 Chase Bank New Build Dear Christopher Dougan: This letter is to confirm that the JPMorgan Chase Bank project located at 190 Buckland Road, South Windsor, CT, conforms to the filed approved plans, and is in substantial conformance of the Connecticut State Code. TPG\rchitecture Frederic M. Strauss, RA of con�yF r NOV 13 2020 South `�vinasor Buildin Department 79�� G~ cS�.s fD ARC��, TPG ARCHITECTURE,LLP 31 Penn Plaza, 132 W 31st Street, 5th Floor, New York, NY 10001 212.768.0800 T 212.768.1597 F TPGArchitecture.com Page 1 of 1 Dougan, Christopher From: Daniel Glennon <Dglennon@peconsultingcorp.com> Sent: Monday,April 6, 2020 2:58 PM To: Dougan, Christopher Subject: Permit number 1900724 - Chase Bank 190 Buckland Rd. Attachments: 2020-03-25_(FS)-Bulletin 1-Windsor, CT.pdf Hi Chris, In reference to our phone call please accept this as the change of contractor. Project Expediters will be switched out for Vericon Construction 1063 Route 22 East, Mountainside, NJ 07092 Phone:908-873-0022 Fax:908-873-0023 As I also mentioned on the mentioned on the call there were some changes to the approved plans. I will list them below and I have also attached a set of plans showing the changes. 1. Site Plan o concrete ADA parking spaces are 2. Grading/Drainage Plan o spot shots throughout the site including updated ADA grading o roof leader routing o pipe inverts 3. Utility Plan o water alignment adjusted to avoid lighting fixtures and landscaping,and has 45 deg.turns instead of 90 o gas alignment adjusted to avoid landscaping o E/T/C conduit avoids passing beneath dumpster pad 4. Landscaping Plan o landscaping removes one (1)Thuja Occidentalis 'Techny'to accommodate dumpster 5. Details o contractor should reference the following details on the Stonefield plans: ■ 3/C-9, 20/C-10,26/C-10, 29/C-11, 30/C-11 Lastly can you please confirm if South Windsor is still conducting inspections? If so are there any limitations to he what inspections are being conducted? Best, Dan Glennon M: (631) 599-0148 Q�O1fC�, • Project Expediters Consulting Corp., WBL WBENC Certified •0 Project Expediters Inc, WBE, WBENC Certified .� 28 Station Street nr Manalapan, NI 07726 ? 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CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 2/3/2020 1:09 PM THE FEE ABOVE INCLUDES A$0.26 PER TIIOUSAND CT STATE EDUCATION SURCHARGE 2000008 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 01/21/2020 GIS ID: 15300190 FEE: 144.00 MUN1S APPLICATION# 201902977 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: BLOOMFIELD ELECTRIC COMPANY ADDRESS: 190 BUCKLAND ROAD ADDRESS: 182 OAKWOOD DRIVE OWNER: REICHLE EARL A&BARBARA H 11 247 ABBE ROAD GLASTONBURY,CT 06033 DESCRIPTION OF WORK: INSTALL NEW OWNERS METER/PANEL FOR SITE LIGHTING ASSOCIATED WITH NEW GATEWAY BLVD SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 1/21/2020 9:11 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 2000124 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 05/19/2020 GIS ID: 15300190 FEE: 5364.00 MUNIS APPLICATION # 202000668 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: DICIN ELECTRIC CO., INC. ADDRESS: 190 BUCKLAND ROAD ADDRESS: 156 CROSS ROAD OWNER: REICHLE EARL A&BARBARA H 247 ABBE ROAD WATERFORD,CT 06385 DESCRIPTION OF WORK: ELECTRICAL WORK FOR CHASE BANK-400 AMP, 1 METER,3 PANELS, 10 LIGHT CIRCUITS,22 SWITCHES,112 LGHT FIXTURES 40 PWR CIRC SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 5/19/2020 9:08 AM THE FEE ABOVE INCLUDES A$0.26 PER TI IOUSAND CT STATE EDUCATION SURCHARGE 2000204 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER PLUMBING PERMIT DATE: 05/21/2020 GIS ID: 15300190 FEE: 1836.00 MUNIS APPLICATION# 202000677 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: TUCKER MECHANICAL ADDRESS: 190 BUCKLAND ROAD ADDRESS: 367 RESEARCH PARKWAY OWNER: REICHLE EARL A&BARBARA H 247 ABBE ROAD MERIDEN,CT 06450 DESCRIPTION OF WORK: REMOTE DRIVE UP ATM, 1 MSB BREAK AREA WITH SINK AND COFFEE S TATION,NAT.GAS PIPING,TO TRU,STORM PIPING AT ATM ROOF SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 5/21/2020 11:50 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE