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HomeMy WebLinkAbout99-60P_THE SAVINGS BANK OF ROCKVILLE SITE OF DEVELOPMENT_ELLINGTON ROADII 1 rV%irqr9ffM.% JL orl M �` 1645 ELLINGTON ROAD (SITE i340 SVLLtVAN AYENUE aOUTH WINDSOR CONK 06074 AREA COD& 20316442311 'fin C7y- s,01 mj wtlz, c I54O.-A1IVAN9cIA.E SOUTH vfi+DSOR CT 06074.27% AREA CODE a60r644261 L Joly 1 1999 rAC 860/6443781 CERTIFIED MAiL -- Vitt Presideat and CF0 Juno 30 1999 Sa,inls Bank of Rockville 280 Tafooavdk Road Vanm CT 06066 Mr .lay (ides RE Savgs book sr Rods-ille fuss & O Neill 3743 Flatltos hoot 146 Flaedord Rd SOV[Nvsm'DSOR Cr Manca+ester CT 06040 Dew my Jeaatel Dear Mr Giles 11a South Windsor Ware? Pollatroe Control Authority at its nigoW rimlins of June 15 1999 salve COVATtu4lApproval for thccormechasto the Tows, ssewaspsystem nfacommetesalboddaigut745 Re Appl *99 41P Saving Bank of Rockville Temporary III Conditional penritfor a banking traier Ruip m Roodu amm spw4fieally slwwo a Shwa 1 of2 wad 2 or 1 epotlnd ptadlttg sail Ublity Pl a ay1 Tetra- - and Condlaong Puma Pllm [respectively] Prep" for The savmgs Bank of We are pleased to advise you that the Planning & 7.oning Commission vded on June 22 1999 to Rockville ElInVon Road S%M Wui6tet Coomeactn byCw*ON" Mxwbewr Cr Job approve with moMcabons the above referenced apphcatim fora temptxary and conditional permit 87S46AIO both shteUdstedfune 190 norevlssau both stinijim P,ehmssy mdsat}ecttotie fouowinl conditions This approval is for the temporary placemr it of a flanking trader on property located at 1645 1 Technical approrsl of the Sara Stslmeeml lkpartrment Elling on Read RC zone as shown on plans prepared by Fuss & O Neill lob M 87546AIU dated June 1999 as revised This approval IS Sdiject to the following modifications; Ttnal werb brie h s bemsl+md awand nocrntl the sy dw T con vItpe wnttctm will be liver aria 1 Prior to commencement of an site work a meet must be hold with Town Staff the sewer one bar been msnlled and mtpernd 6y t}w Town aafi wad oaad tipoa the tt4saem Y rig coDfArrowre*lrhahrdaVnp Pre+r IYRP bYi>»AuWOt wdraxuaBaUTmtn 2 TNsapplicabonissub)ecttotheCOMldronsofapprmlortheInland Wetlands telulahoassaid appropriate technical. slimbeshmnahemlbaaRaysewer conssuctson AueXy/ConservationCommifslai indidmgabondkltheamountof$10000 3 Thu cozooplwlappovdIneloktatemporary wmoecowofdie tinbm8trailer to,Jstbuddiat 3 Footing drains are required ifthebukLghas abasement sewer a shot m on the afotomtaaoned drawtogs 4 ruts) approval will b liven u tb 4 All plans used in the field by the level iper mt15t bear the stamp and auftnzed signature of the disconnected and 4te fibs) mspegson of the ewer ItM iat0 t1q ptzaisnerd biDMsaf is pados7ricd Taint of South Windsor S A cmnecuon chap: of $7 250 00 based oa do sloped aaatile of 2 9 setts %M be payable at the 5 WPCA approval is required reae a drug layers Pam is Takeo out rot rnwechem la the sewer syrttt0 6 t iridscaping to be installed between E ington Road and parking lot ilia landscaping plan should be submitted and execUDed orior to the end of the tat olarlino season Mr Joklible"al 2 July 1999 The above trlodificatlons together with three blueprint copes of the entire set of plans must be 6 Two pmmn ae regwzd as for Initial mtallana, of ttie wick 74A 6r lrm %rich cearacts m the submitted to this Commission within 30 days to be stamped and signed After filing Uxm plans a lanlotrg tinter end anabtr for flee aAterism of tie bmldms sesmmsem die psmss etit copy of the receipt trust be submitted to the Planning Department Wucttae Sincerely 7 This spprotbl ktrct must be sup suo"d on the fiaat approval plus Y-At,� 0 ,yn —/ V¢p y cJ wafter] mealy vlcechairmn Planning & Zoning Commission m Chairman WJMJdiw W uttorrCOM)Authority n cc Town Engineer TH Chief owickng Official cc Mathew ass yaw Town bindPssessorer Superintendent of PONuhon Control blsrbaelJ r;mnck DmectorofPubbcWorfa u[xhn JerryIazzwA TownBaliam sire Marshal HumBwah UueuororPlans ny John Collm Chid Burkhoglnspector 7� "'a south 2v6*0t 7- uln o-P Soum. ` au/.avt Oa. INop LNANA,. Un,i 01%CTOW744"A 1640SULWANAVEAR SOUTI1v OMM CTO6074-27e6 At.4= 6K*44MU AarA CODE e6VU"a11 fAAe M"37a1 FNt860/644.3781 May 28 1999 Oceobsr 12, 1999 CEIRTiM MAIL Certified NP462498005 76o SNvfip Baak of Rockville 22 Park street vat", Crtlr " Rl: APpI N99 08Y Drat msdsadslr Rtr AM W.". �svbW BU); of Rwkvineske Plan Savings Basil or Rockvtge 280 Takottvrtle woad We are pleased to advise yet tea the PbAd IrS d Z004 Comtai2llos " 04 on Septetnitrr• 28, 1999 to Vernon CT 06066 approtc w(m modiRadfons dx above tdaaood appnaalos for s Site Plan of Drid0psvtat. This gpwsl k for the oojigulictloaof a 31.000 sq. 0. Wildisl oa p0ileely Sae" oatbe wett W]f side of Dear Madam/Sir Fminpm Road, neserly of Clark Surat, fi die RC zone a abeWn06 Olsen prepared by liw t O•Ndu .Jab .._.,__ AL the May 19 1999 regular me-`__ the fn)and wetlands Na. it7346, dated 919199, as savant. lints apprani n tabjeci ro me a:uaii•ml ma0tmwru>flA: y tau meeting Agency/Conservation Commission approved appl a99 08P - Saving Bank 1. Prior 10 wmmaamaatof any sire work. s tsa6na rmi s is Itdd w3h'rownStiff. otnu Rockville - IWA/CC petmru rt for the constction of a 40 000 sq R office fig parking area stormuater structures am associated 2, V9bud Wsi permit will be toned said dw flad toylUS bow boa fled io des 4btvm Cttst't o!lke. improvements on 10 98 acres located on the southerly side of Ellington ;, 'kilo applltrdioa is toa)tci m the ropdtttasa of ovt) of the lalaid sVeOasde AltxyMmesvAdoa Road and easterly of Clark Star et RC zone (Assessor a map #51 psarcel 1) > This approval is subject to the following condationa Cotaabsloo, teckwinit a bad Is, tie rawaar of 110.000. 4. As, aa•MilU pi.m 4 tcga4ad prier ro iaftnmccaf at7uritinit of4'1<'rwfw'aY Pee liemara a.1.10otthe J One blueprint copy of the entire stet of plans and this letter reproduced thereon must be submitted to this Commsiow. n Thta Zoft Relial>stliotas• must be completed wethm 65 days of approval prior to any s. > draiaasreie,p hWtftb1kbtdWbSbaatw+earns construction activity on no site Plans subrtted to Planning 8t Zoning Commission shot be considered having met this 6. IADUCW. tnw, to The do ms of $3,Oo0 is rupaso and win be udiraxxd prfut iv Ming of usrltu. requirement 7, All ph= isod in We &Id by the kvdopc most bear eke wwg and asiftritiod silssti a of ft Toxs of 2 The appheation shalt and mnrJy and hold harmless the Town of Soak willow. South Windsor -p oe �bshty which might result from the proposed I. tm;A app=ar.t if ragaited. 3 The permit is valid for ftv years, and shall expare on May 19 2004 9. Suit siddress of the Is Mml saws be rlrnm on the fiasl Piers. it is the Iandowner(s)/ap)laeant(s) responsibility to track expiration dates and notify the Commission of a renewal request at least 6$ days prior to expiration 10, tea Aroliko an! Deeilm Roviow Comadas tocomms11"tk s mix be is oepmud ism tbs pltm. 11.7tle Kayla to to on f lig amid be date sitF- 40' Kola ($a coldn7 7A= wire ft m9abda—) —WSavings Bank of Rockville 3ta5 28 1999 have thr A.1 reference aid thoold inchde the attire 1110 - Pagc 2 rs. A waiver of 29 pRtWj spaea ku bew panted sad K0 allow 9' x i9' pasklal slats. 19 P"as son w be sh aside (to ft,m -dq bee by wul ty ortbittes of aidetvai Alliall ft winSta 4 All approvals regwrcd must be obtalned and submitted prior to any Rod a of floc property) fan farm tldcwatks isuaoocasoo tl tea iota. activity on the site 14 'flw VpU=zissaddress cogineerins comments of9/2 M 10 6w samhatil oa bf the TWO Eugooer. 5 A contact person shall be dentified on the plans a _ t.._� .� .t...�...., tern nun t,� ...t..«-ticd to Biadtsttlwatteuadr[latnttayRssOrR%0lptaaNYUciNlefLwuu�www/�L^^� O \Ye JL'CV[11JterlLLKW4VlitilcaVLLVWaiV1WaVVwYCauVuaaauuw bloepskrt wpia of me Nue sec Of PLUS »ran be aSmittnd to tits C7me#doa wgh)a 30 dos m lit mmpcd the Planning & Zoning Commisawn. to ensiue compliance with the aid dyed The latom ofepprorat ofthh Comaaiaka a wen as tk bland Wetlands AMMIComat'adm Erosion and Sedimentation Control Measures $5 000 00 to be cosuaWoa ironic b*sogodiittd on tic gv)us. released upon stabilization of the site and $5 000 00 to be released Atha 60 mylu, Gave boa 14W by tjfe Ct7>14a!aioa, thq wa be witted to nw for Uq in slw Offla of after one growing season to ensure proper establishment of wetland de Toro cktk. Aft filial rlere plan• a m of rho rmsipt mat bo ssboxitad so the Plan da, plantings DoporocaM, 7 The applicant shall Inspect the drautage system a minunum of two Sk-4y. tunes of year and cleaned accordingly ,/.its YU. da cra.-&-i 8 A vegetation maintenance plan must be submitted indscating the areas that will be mowed and the areas that will be left as a Sue W. LN,3 ClIals"n" meadow Tlwabg said zDft Com alsalrm tx Town I a vcly truly yout ausdiallofillew Aaplta: iNt i.NDWFTIANDSAGENCY/ SupainttadmtofFoliation Coastal C,')ti$ERVATION COMMISSIONI RfcbadRpm,Ry-As'a IM3 Philip Foraley Vice Chairperson PF fir cc Chief Building Official Planning & Zoning Commission Tours Engineer BANK jrN ZJ %m V V V V M • SOUTH WINDSOR CONIVECTICUT PLAN OF DEVIE-LOPMENT FEBRUARY 1999 }. AVMf j. �r SAND \.:.. / AvW, ••�-�+.'cl� RMD o v JI)j ` '�J%���i��)DJr�\ y�.4' 'H'i't, 5 .�-�`_,r FE�'PE(P,4iv LW 40 Si( i �. mrF Awli I r +^ �•�1%. t '�. � .Y os-r� ARM ,�7� 1 UJNN R01 C -�_ P rn tn7'1s,nc M4•> 4 ClfidE ( y 1�•GtON AP 30 a �Y OKwar �() SITE I ih-LS '`�' �� ��=`•��'"`.� � �� � �� ^ ` ram, ~'� a. ///(.'�� Aoofe�st@h. R i.YfRD.,�eC�A•,�.v H�,a+tr / �}a �~ r+ g.': •...: •' �.'�L�s ttliii{{{tit r �I / /✓ anus c!w'7r�*i LOCATION MAP SCALE: 1 " = 2000' ltq �w..w,.v � rv., ! rf`a.a•r P"' i'iA,F � ..� 'Z' . . a ��•. tw. • tS. �. l . TITLE SHEET INDEX TITLE SHEET PREPARED FOR KEY MAP THE S VINGS BANK OF 310C VILLE PROPERTY SURVEY 280 TALCOTTVILLE ROAD LAYOUT PLAN VERNON, CONNECTICUT 06066 TEL. (860) 871-1859 PLANS PREPARED BY FUSSINC. Consulting Engineers 146 HARTFORD ROAD, MANCHESTER, CONNECTICUIT 06040 (860) 646-2469 NO CERTIFICATION IS EXPRESSED OR IMPLIED UNLESS THIS PLAN S { ���o; '�*�, NO CERTIFICATION IS EXPRESSED OR IMPLIED UNLESS THIS PLAN BEARS THE LIVE SIGNATURE AND SEAL OF THE UNDERSIGNED. �,��* ? <�y�,. BEARS THE LIVE SIGNATURE AND SE>t7OF THE UNDERSIGNED. JAY J. GILES, P.E. v9 No. 8939 4,r4 ►arilaE ° ° � ,c LICENSE NO. 8939 p°��s D Viz, a�®6 »�a� JAM . LeCLAIR, P.E.. LICE^ISE NO. 19205 GRADING AND UTILITY PLAN LANDSCAPE AND PARKING PLAN EROSION CONTROL PLAN EROSION CONTROL DETAILS CONSTRUCTION DETAILS SITE LIGHTING PLAN IAf1"-TI A A!r%C% \AITi^ A TI/'%AI r'jI A AI YYG I LMINUJ Mi I IVM I IVIN f'LMIN ARCHITECTURAL PLANS SHEET NO. 1 2 3 4 5 6 7 8 9-10 L1 IAM YY I SK1-SK3 REVISED TO: MARCH 3, 2000 0 OWNER/APPLICANT THE SAVINGS BANK OF ROCKVILLE 280 TALCOTTVILLE ROAD VERNON, CT 06066 TEL. (860) 871 —1859 50-17 0 A 200 0 200 400 600 SCALE: 1 " = 200' ZONING DATA BLOCK ZONE.- RESTRICTED COMM£RC/AL (RC) ZONING INFORMATION REQUIRED PROVIDED LOT AREA 30,000 s.f. min. 477,913 s.f. LOT WIDTH 150 ft. min. 478.61 ft. LOT DEPTH 150 ft. min. 1,288.24 ft. BUILDING HEIGHT 45 ft. max. <45 ft. BUILDING COVERAGE 25% max. 2.16% IMPERVIOUS COVERAGE 60% max. 15.3% PARKING LANDSCAPING 5% min. 7.3% FRONT YARD 65 ft. 65 ft. REAR YARD 25 ft. 25 ft. SIDE YARD 10 ft. 10 ft. *PARKING SPACES 144 spaces 115 spaces *NOTE: REQUESTING A WAVIER TO SEC. 13.3 OF THE SOUTH WINDSOR ZONING REGULATIONS, TO ALLOW 9' x 18' PARKING SPACES. *NOTE: REQUESTING A WAVIER (OF 29 PARKING SPACES) TO SEC. 13.4 OF THE SOUTH WINDSOR ZONING REGULATIONS, TO ALLOW 115 PARKING SPACES, 29 SPACES LESS THAN THE REQUIRED 144 PARKING SPACES. *PARKING CALCULATIONS: PROVIDE 4.5 SPACES PER 1,000 SQ. FT. FOR BUSINESS OFFICE USE. PROVIDE 1 SPACES PER 250 SQ. FT. PLUS 1 SPACE PER EMPLOYEE FOR FINANCIAL INSTITUTION USE. (15,429 SQ. FT. BUSINESS OFFICE USE) = 70 SPACES 15,429 SO. FT. FINANCIAL INSTITUTION USE) = 62 SPACES 12 EMPLOYEES FINANCIAL INSTITUTION USE) = 12 SPACES TOTAL PARKING SPACES REQUIRED = 144 SPACES PROJ. MANAGER: CHIEF DESIGNER: REVIEWED PY SURVEY v) SITE o STRUCTURAL Y V) I � r REVISION DATE: 04-08-99 © 09-09-99 Q © 05-14-99 10-20-99 w a: DATUM: H: V: 1 5-1 SCALE: 1 = 200 ABUTTER LIST MAP -ID I N/F ABUTTER 27-16 CATHOLIC CEMETERIES ASSOCIATION 700 MIDDLETOWN AVENUE NORTH HAVEN, CT 06473 50-11 STEVEN & JILL M. ANDROSS 1581 ELLINGTON ROAD 50-12 STANLEY WALDRON 859 CLARK STREET 50-13 STANLEY R. & VIOLA H. WALDREN 859 CLARK STREET 50-14 JON D. BERMAN & FRANK WAYNE RUSSO 819 CLARK STREET 50-15 STANLEY & VIOLA WALDREN 861A CLARK STREET 50-16 THE SAVINGS BANK OF ROCKVILLE 280 TALCOTTVILLE ROAD VERNON, CT 06066 50-17 GENERAL FINANCIAL SERVICES, INC. 8441 E. 32nd STREET N. SUITE 2000 WICHITA, KS 67226 50-18 PETER & LISA A. GRANCHELLI 7 DEMING STREET 50-19 ARTHUR L. & KATE C. SOUCY 17 DEMING STREET 50-20 ESTHER A. COTTON 25 DEMING STREET 50-21 ARMAND R. & PATRICIA A. SOUCY 33 DEMING STREET 50-22 LIONEL A. & MARGARET W. SOUCY 43 DEMING STREET 50-23 ARTHUR L. & KATE C. SOUCY 17 DEMING STREET 50-24 CYNTHIA B. SIENA 778 CLARK STREET 50-25 FRANCIS P. & NORMA D. PAJOT 770 CLARK STREET 50-26 CESAR & ELSIE L. RODRIGUEZ 762 CLARK STREET 51-1 RICHARD S. KELLEY 1744 ELLINGTON ROAD 51-2 RICHARD S. KELLEY 1744 ELLINGTON ROAD 51-3 RICHARD S. KELLEY 1744 ELLINGTON ROAD 51-4 HEALTHCARE REIT, INC. 1 SEAGATE SUITE 1500, PO BOX 1475 TULEDO, OH 43603 51-5 RICHARD S. KELLEY 49 ROSEMARY LANE 51-40 ROBERT ANDREWS JONES 76 DEMING STREET 51-41 GEORGE C. DOLAN 83 DEMING STREET 51-42 EUGENIA WASYLENKO 75 DEMING STREET 51-43 MARGARET B. JACK 673 ELLINGTON ROAD 51-44 ANDRIAN S. & CHERYL S. KEBALO 47 DEMING STREET 51-45 JOSEPH W. & IRENE BERTRAND 68 DEMING STREET 51-46 DFV ASSOCIATES LLC. 60 DEMING STREET 51-47 ELIZABETH G. MOLLOY 50 DEMING STREET 63-7 SOUTH WINDSOR LAND CONSERVATION TRUST BOX 415 EAST WINDSOR HILL, CT 06082 63-8 610 ELLINGTON ROAD ASSOC. 610 ELLINGTON ROAD 63-9 CONN. RIVER WATERSHED COUN. 200 SULLIVAN AVENUE 63-11 SWLC TRUST c/o SHEPARD BOX 415 EAST WINDSOR HILL, CT 06082 64-1 STUART KAUFMAN (TRUSTEE) 1407 SULLIVAN AVENUE v4-47 VAR"T S. SPELVCIN 1708 ELLINGTON ROAD 64-48 NUNZIO & GERTRAUD & SICA GAETANO 1700 ELLINGTON ROAD 64-49 WEBSTER COURT ASSOCIATES 191 FRANKLIN AVENUE HARTFORD, CT 06114 64-50 JEFFRY W. COHO 1676 ELLINGTON ROAD NOT RELEASED FOR CONSTRUCTION n A 11 FM &07GRL M. ii07Zmat'L7t_A `r'---� `� 146 HARTFORD ROAD, MANCHESTER, CONNECTICI (860) 646-2469 KEY MAP PREPARED FOR T r1r- JAViiVGj BANK Ur RUUKVILLL 03-03-07 1645 ELLINGTON ROAD SOUTH WINDSOR CONNECTICUT JOB NUMBER PHASE DATE SHEET NO. 2 OF 1 � 87546 Al FEB. 1999 K7 A I A = 15:;4'nL" N R = 555.00' A = 04'46 19 T = 75.87' R = 555.00' L = 150.80' T = 23.13' C = 150.34 c. �. �S'7 r ,. E. c ' ol 64 CB = N1820'39"W C = 46.21' ; ;,- nr.�lr;uH%1f-�-� 7' rl CB = N0870'28"W N .361425`8 -'.19 ?V .36185Qfi8 f -C7Jr.28 ( h�)Frj;n,i \ F h??�82 71 ir1'y`-f2.':4 iI. H ::N:. �1 /' .3• i' :�:V -!. r.:Y ���' r"•t:. of v `✓. -?4.4 IV "}: i. r V. - kip .4..; \ i / .. _F. TOTAL CURVE =&s�. �s-sr��.:L TOWN OF SOUTH WNDSOR - v ;' Lev 75.4: o = 52Y14'49" �� S.W.L.R. Vl7L. 613 PG 126 rCUND:��: =ri f>f ;hn c.� r -:T . 4_ ' rrr -- I s:r'-75 4 R = 555.00'f•'; T = 271.17 1^,1�-R4• f �' ?.f.-b'%?I t'.U(\'11 (; O r' ' �} - L = 504.48 IN V. /-1 55 " +' M� - - ...._ a -.-. ; -�3----- r` t_6�`� - _ _ - - 0 _ 94'47�27' C = 487.29 fN ✓ - zt:� �z z , t'- r % -_ s� a :9 , :� Oc�uf�cL R - 50.00 fit '�. " r 1N d-f31.t31 3ti RC.1� s vN i - - ' - = -- ' _ R /5. i,� �r r 22.' T - 54.37 CB = N3149 42 W a r - __ __-�* -,_: - •► *s::; ..�, ,� --8=.�.. ��, c rY _ E - 3 sNL / - - - 7 r/ L 82.72..................................: ..::::.::. , J .. - V` - - - -- H r 2.2 25 }fsr 64.78' i `; _. 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(7 54 115 ' nCl' k- . + 89-68 r.. ebb' - - / �, LOT 1 :' / S �/' A.S �� > >'f / 1 r W -' "' , r'j.F,! : ) , WHITE SHOULDER FOUND .0 Y + ).74 � / N t% -- ,i$,_ ?��j i �' rNh (I'f7 !G/ 1 ) 7 p0 ' it, ( I 4 �\ r_ + 8a. 90.•6 UNJ7F•D,'STATES PWTAL SER410E � ,/'����' r' �ci '� t. 5� --� y� s .+ l R VU1L i. , ' o ►KF 56 r'-7 ,�: 1 r ; �, ; . 7 i 327 / .4 $ y; ♦ 84 �5 , `� r '41"i • . • • . 981 � 2p9 f'' r/' ! / t N /' f J. KyY t j %: 74 KGf' I- L. 1 1 s t J r1l, VICINITY MAP �,� ,jfO_�f�.174�4.0 r 6�' /jam ♦ �• • i , ' � � ' � % , , i% '! f J 1 `•-. (NOT TO SCALE) ` F '� Q . �. i` 4H.G'_ 1{ f INV:=11.•jA, 1 ' RCP ,'A'V -73.03 �9 .-.. %� 9Q7- 4 `` /1.!!''. / - .:J.S ; / , '- /' .t� I�ir\' ,' t � `- ''7�• - *-/J IN v,-7t z'5- f5' r� - -82. 62 OUIVD J SNFr i r• $ i i _ % -' /; 3.3 / �n fN 4 . Y �8c RL. N 6 . 5 i' 1 Alt. f. W Zi , 3 /' / i% , r'1 t 8- <9' RCP M 8 .' _ .. r t j j r •� rnr,r � s� c•u; ri i O O - t, • i r r.V r. `i v.v2. s►v \ 'j ! - \ � 4 / 1. LJ. ' Ijt: - - .. ...... - � •'�..1 ^ '' niy'io-! ,. �. �." , • � r , � ` - //TYP. `/ /VILE 54S.3 i { 3 5 . lP. it 01'i i' .f. -re;' ' • � /V � 1' i- s< - k 3.84 . .- �,� 5, Fj,�i. F .JG.E;9 74. IIJb'%T`Cj • t. /J..�fi� .. �t}.a�; t g.''G<� 8, - ZILF 1 MON. 1 j j �i j t 5•hl)9lfi. �'(�''35 `� } = ,.f�.5 94 . I _ fL/� "..i ti -' i - 4 ��'�i� - - _ . ' F (3(IND l r i . H. ii. �AClR1 �\ 55i884.09 a ' 2 ' _ _ ,LIE%Il ls, - �� 7j.. :�� "�^ j r `r►j•� 1 �,� , ' EI L V=,'34 S$ / j� `�: 95' 34 - - �� 51=n50NA•L `irSiE.jt ."J;. % ii r�Culy r, ::• ': '.31 ` 1 -� .� _ �.- - _ / �'�%`tl /•a i r '+•� Jr; hK': f.r,.p' ��. - •SJi ;, , 1 D.M.H. ,� 0 MLF 34 j.�. r.� NCF �3 �� �' 61.9 9 ,3'1 t1!) 226 B%.62 r ;'82.t'� i'' + 7478}--Y--y�:':,\::% _81.47 - 2 -''' *V 7.r. �E• 9 2 3 - a - `' 5 � •..O.,,ii,')' '�}�� �. �• 7 + ci' �1_irLF �iL_. �:9$" •/t'3: r � '12 3Id" `i�•%' �! ` � E r 7 i , _ �? . C �.r_ - r. /2.4,' , ; t, i : f i 1 I; i t f . ►... S.M.H_ %1 . i r, ,ri ;+� '� rP-/753 r ♦� i' ,- '' 74.Ev11CF 504 ` 1 ` - y',' •' -f i'� MLF 510 31 �lrf .... , . 7 s :i• t DETAIL T F. 82.06 r -` . ' i' _ ` NtIF j �. (NOT TO SCALE) 1NV.=?rYSti f7" f�CL'lirl' S f�+• ,/' j� rr' �'bt' / _'%F L - _ A '1-+Q�} . �� - /��y� ` 31 /.01 1 6 /' 1�.2 •� _'_---_ __.-'i AJV000 9 ._.. / 1 /1 i S..SJ r vri `y \ s I 11[f 4 i" 7•6 74 £q }•�"'' - 4 fc T ` -iS f " C G S• ,/ ! ! fr • - \\ - A r . _..!-•� •'� ,, 4 / / 1" , t, h ; 1 !hJ ✓ - i8. fU I �i Hcf) SE 1N`✓. -78. 70 12" RCP NN �' / % � '�E 1 ;' /j 67 ;:;.\ �. 't ` p _ J� J .�: �, 4 h J- :" � 75. 1'% 9 �.. �G.1, -i'''' 818 fAA/ - / 8. / 0 7.) AL"CUP .Nf �' 9ft �. 5 t ; , ` �.\ , , 2 3 i .l'r NLF 5 9� BEi 1 31 j r i k7e-71NCa f-nifl t `` _'`::`�-`�-'�_,t �,�..:-•�; 2 ;r� 7:>.G3 7S ./ 1 r �' i j �� f' t I� ',- :�-•;,•. 7s ,4 ltitF 6 r- ' - 12 Csa11S1Rt/iG'AIAIV / / / 90'I .�, j� oE; - •'- , j6.4.i � \ t r '' %':5. fiy _ ., 74 BASELM C� `!' ? ```� ,/ \ %2.58 _. • 3 `r) _ /N/ 1 ` =+ r� z __ _ i ,\\,['+•�ry[\.7_2 X; f' 7;.1R * II�F 13 . 7 '-'7 43 f1� G.B. 'E:' % %' Y IKF 19 r / r2.....5 \\`\� .. = _• \ �'7 2, r'� - ..' r 76,79 .6.;i8 •. _.: - - -=- .. ,y--f LOT 2 i f T.F _83.0J r �u `� i //,'~/ h rt f ?.1s?-- h' �. 7.3.44\1rJ /f%7t' iP �' -i r2.cs7_ /'^b /h + r�.$3 " 7g ` i'v �1.• C��' 1NV - f9.20 r.7' .d.,, SI r / '� ! i t -- Ur OFf ;/ r '� t r�.4ii 'X....- -• �. F , 1NVV..=7,9.5i�._ ?'...4" AG[^h4P'S Sal/J^ iKF 14 �A" 10 ' .%'8.%t� _ _ r / � t.'.B. 'C' INV-79,10 15 RCP NW % /�" I9.7$!r C,P. P0' \ \� '-t � } C �� // �/ � ��u s .98 A� � 27,E � -7 2 r 8 i 1 i ORAINAG£ EASEMENT � _ *' ' ' � Rja. o S ` + ' � � i : F. - 5. s ' iKF 28 �t N .3i;074 IR I tt - - -.j s _ 1 % �h'/ ' 3 f4.71- 24' 1. c THE STATE OF CONNEC77CUT �' _.-,72,--),4 N " �`\ t r •' - _1 N F J5 ;!< , + + 0 9 SQ. FT. 1� J ' � t IN FA '73. - 477,913 `•• � \� ! � � !N a •- 74.71-24 •' RCP �� t 6:52f / 4 i } S.W.L.R. VOL.VqL884 P 78 Y`�� •( �� ,' / r i%?; °.. � -tq 4e, �, % .c'�?..}'i_ _ -,. - . _ _ .._. _ �� JfrFj r_ i ELEV. ! 80. s0-`3' 2717% / r ,' "lt 74.b�a ,` / �'' j, Q`i :ICJa tjf.rj 8 ' $ .5, 1•n / ,• t5X �• �•,-' 80.0 hU(1N + /h g 74.83 , / / . 4`; 6 84.EiQ i i ~� 1 N 75.4`i - / '.../ 75.'')C1 + 7a'�6 WLF 16 ! r gF�. i1iF 8 + t3i.%0 KF 26 9 5`. 74. 78 7c rn + 75.14 L 1 14.8 4 > .._. � 'J ,` ` �� r +' %'�. t? ? ` + �3' . C /` , r H .8 11 3??A325 t°4 0 24 j._. t ;' % 83.C)G GP. ,1104 .S 6JQ� ` ;' /' � E 6 �\ - c,f�\ ` 1i %a;• (` Y/ .]1.:).7k i �! f > f f�f:li�!fiiX �4' 91 nI /. j f , N ,361490.60 .f � t 43-92 9.8, r \j 6 52224.95 r' W ,' E,?g 8 �'? , %G..Sf V. =84.96 % / �l 8� ,/ `, ,` `� ti7� + T6 72 �� + IEi. ry f-k r 17 / �: y' \' ' * O N� P'7.Fiti\ GSA E3t(4 42 I*F fi '/6.2� N f:. r - 's _ ,r \�\ °� RICHARD S. KELLEY t, f . '', 5 I✓. y. 8.54 S. W.L.R• VOL.548 PG. 15 THE STATE OF CONNEC77CUT -' - - : -'' ;" sos• S. WL.R• VOL.884 PG. 278 � � - -' ; �03 y, + _ �:'7 `` 1+ 78.t39 -�• t3.5.:j. � �' �LNtT ........................... O =CATCH BASIN S? •36+ Dp .... __ - , /9.24 / 5 :i. 9/ = SAN/TA Y MANHOLE �. , v m R : P. `HOG r - auN.. -,<4 .. ........... � = DRAINAGE MANHOLE _ 1 ��� h'u . #A. G'.K i F' ^� ,^� MIX ^ ? Au t'3 © `T}- % l • ire 1 • . + /, r 7ELEPHONE MANHOLE 0 NU.S , r{C x fi71AMD / = f IRE HYDRANT �y.. , . i�y �- N .3617 i S. fi s } p! �� �pY G N/r ` 1: F; �i - t rs7 n 2►� S1 l�A/i f y 1 iJy •• IV .1 ; g`2 �. •� 7 `o i = WATER GATE' VALVE ELIZABETH G. MALLOY L� Q- V �a3 I- r. - � aw• g , _ /�. 3�.z = UAUTY POLE TYPICAL i Ei.EV 84 8. `� 12 _ �Y S. W L. R. VOL. WRE 282 PG. 288 H r '9 � J 5 FOUND s4 RICHARD S. KELLEY 0 .--L Nl.F 18 ` r-! Cr 1rI!Jv = STREET Slav TREE S. W.L.R. Vt'X.. 519 PG. 235 _ / ("\� 9T f• :.:. O = I.P. PROPERTY CORNER o O = MONUMENT NO TES.- - try ' DETAIL Ctfllu Q - SURVEY CONTROL PAINT G - FLARED END SEC77ON P.O.B. - POINT OF BEGINNING N - NORTHING E - EAS77NG N/1< - NOW OF FORMERLY S W.L.R• - SOUTH WNDSOR LAND RECORDS I& - DELTA ANGLE R - RADIUS L TANGENT T = LENGTH C = CHARD CB = CHORD BEARING FY = FRONT YARD SY = SIDE YARD RY = REAR YARD SNET - SOUTHERN NEW ENGLAND TELEPHONE CO. I.P. = IRON PIN R.B. = RE -BAR C.H.D. - CONN£C77WT HIGHWAY DEPARTMENT MAN. - MONUMENT B.S. = BROWSTONE T.F. - TOP OF FRAME ELEVA77ON C.B. 'C' - CATCH BAWN TYPE C SM.H. = SANITARY MANHOLE D.M.H. = DRAINAGE MANHOLE F.E.S. = FLARED END SEC77ON F•L - FLOW LINE OHW --- OVERHEAD WRES +81.52 = SPOT GRADE (TYPICAL) W = WA Irn LINE SF. = SQUARE FEET IJLJ�J TREE LINE _ 86--- = CONTOUR LINE (TYPICAL) - - - = GUIDERAIL 47 = ASSESSORS LOT NUMBER I. 7741S SURVEY HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF $�- CONNEC77CUT STATE AGENCIES SEC77ONS 20-30Ob-1 THROUGH 2O-MM-20 AND THE STANDARDS FOR SURVEYS AND MAPS /N THE STATE OF CONNEC77CUT AS ADAPTED BY THE CONNEC77CUT ASSOCIA77ON OF LAND SURVEYORS, INC. ON SEPTEMBEER 26, 1996. 2 IT IS A PROPERTY SURVEY INTENDED TO DEPICT LOTS AS APPROVED BY THE THE TOW OF SOUTH WNDSOR PLANNING & ZONING COMMISSION ON NOVEMBER 12, 199Z J. THIS SURVEY FALLS INTO THE RESURVEY BOUNDARY DEMRMINA77AN CATEGORY AND IS DEPENDENT IN NATURE. 4. THE SURVEY CONFORMS T'O CLASS A-2 HORIZONTAL ACCURACY STANDARDS AND CLASS T-2 VER77CAL ACCURACY STANDARDS 5. THE SUBJECT PARCEL, LOT 2, IS CURRENTLY OWED BY THE SAVINGS BANK OF ROCKVILLE SOUTH WNDSOR LAND RECORDS VOLUME 1006 AT PAGE 268. 6. THE SUBJECT PARCEL /S LOCATED IN THE RC ZONE (RESTRICTED COMMERCIAL) IN 7HE TOWN OF S0U7H WNDSOR. Z BEARINGS AND COORDINATES DEPICTED HEREON ARE BASED UPON MAP REFERENCE NUMBER 3, APPARENTLY REFERRING TO CGS DA7UM (NAD 29). 8. ELEVA77ONS ARE BASED UPON DESIGN ELEVA7101VS DEPICTED ON MAP REFERENCE NUMBER 6 DA7UM UNKNONN. 9. 7HE SUB.ECT PARCEL IS LOCATED /N FLOOD ZONE C (AREAS OF MINIMAL FLOODING)• THIS DEtERM/NA77ON /S BASED UPON A GRAPHIC PLOT OF A MAP EN777LED "FIRM FOOD INSURANCE RATE MAP TOWN OF SOUTH WNDSOR CONN£C77CUT HARTF'ORD COUNTY PANEL 5 OF 9 COMMUNITY PANEL NUU!" 090036 0005 I: MAP REVISED MAY 17, 1988 FEDERAL EMERGENCY MANAGEMENT AGENCY. NO FIELD SURVEY WAS PERFORMED TO MAKE THIS DE7ERMINA770N FROM. (NOT TO SCALE) MAP REFERENCES. - I. CONNEC77CUT STATE HIGHWAY DEPAR774ENT RIGHT OF WAY MAP TOW OF H.S. Alf6W. SOUTH WNDSOR EAST HARTFORD- WAPPING ROAD FROM WAPP/NG CENTER OUND WSTERLY ABOUT 5,200 FEET ROUTE No. 15 SCALE 1 -40' NUMBER 132-01 SHEET NO. 1 OF 2 APPROVED OCT, 31, 1932. 2 TOWN OF SOUTH WNDSOR PLAN SHOWNG LAND AND EASEMENT ACQUIRED FROM MECHANICS SAVINGS BANK BY THE STATE OF CONNEC77CUT FOR THE _ DEALING STREET RECGINS7RUC770N SCALE 1 "=40' JAMES F• BYRNES, {A4 TRANSPORTATION CHIEF ENGINEER BUREAU OF ENGINEERING AND HIGHWAY OPERATIONS FAP NO. S7PH-7132(2) J. CONVEYANCE OF PARCELS "A" AND "B" TO THE TOW OF SOUTH WNDSOR SODUn, J WNDSOR, CONNEC77CUT SCALE f "= 40' DATE DEC.,1990 JAB NO. 89221 S E A CONSULTANTS INC ENGINEERS/AROEH mcm CLASS 0 RICHARD P. MARTEL DESIGN PROFESSIONALS, INC. 4. PROPERTY MAPPED FAR JOHN G. SAMSEL, RICHARD L MAHONEY & MELVIN B. MARKS ELLINGTON ROAD, CLARK S7REET, DEMING STREET SOUTH WNDSOR, CONN. DATE AUG. 30, 19M REVISED TO 11-9-88 SCALE 1 -40' SHEET 2 OF 9 FUSS & O'NE/LL INC. 5 PLOT PLAN TOW SHOPPING CENTER DEVELOPED BY RICHARD S KELLEY TEL. 644-8140 ELLINGTON ROAD SOUTH IWNDSOR, CT. DATE 12-15-86 REVISED TO 3-1-88 SCALE 1 "=40' SHEET NO. SD2 AND SD3 FUSS & O'NEILL, INC. 6. DEMING STREET RECONSTRUC77ON F.H. W.A. REGION NO. 1 STATE CONN., rvr,rr StNvrn tV'rrvuScnr Feu. AID PRO{i. NO. SirH ti32(S/ PRO'. N0. 131-7179 YEAR 1995 SHEET NO. 9 70TAL SHEET 26 SCALE 1 =40' 7. RE -SUBDIVISION PLAN PREPARED FOR 0ENERAL FINANANCIAL SERVICE, INC. CLARK STREET DEMING STREET ELLf:':GTGW ROAD SOU7H WNDSAR, CONNEC77CUT, DA TE:• 09-23-97 REVISION TO 12-22-97 SCALE f -SO' SHEET i OF I F.A. HESK£TH & ASSOCIATES, INC. DETAIL (NOT TO SCALE) RC ZONE REQUIREMENTS AfIW/MUM MINIMUM MINIMUM EACH ZW MOyT YARD REAR YARD SIDE YARD RC 65 FT. 25 FT. 10 FT: AMN/MUM LDLAREA MINIMUM LOT IMD7H MINIMUM LOT DEPTH - 30,000 S.F. 150 FT. 150 FT. MAXIMUM $ HE?GgTe=_T MAXIMUM X LOT COVERAGE 3 45 25X IWdW A BUFFER IS REQUIRED, THE REAR AND WE YARD SHALL BE A MINIMUM OF 25 FT. DETAIL (NOT TO SCALE) THIS S'URIEY WS CONDUCTED /N SEP7EMBER 1997 AND UPDATED TO REFLECT APPRO D SUBIOI VISION AND CHANGES IN OWNERSHIP ON 01-19-M& NOTED Iriyl6�K AND BELIEF THIS MAP IS SUBSTAN77ALLY CORRECT AS ' THIS MAP IS VALID W 77•HOUT 7H ' VE SIGIVA LURE AND IMPRESSION TYPE SEAL OF WGNAYURE APPEARS HEREON. GRAPHIC SCALE ( iN FEET ) 1 inch - 50 it, PROPERTY SURVEY revisions: MoratTY or 7HE V WNW BANK OF ROCKNLLE o: at( CLARK STREET/DEMING STREET/ELLINGTON ROAD SOUTH WNDSOR, CONNECTICUT date: 01-19-99 drawn by R.M. job no: 97221 scale: 1" = 50' checked by. T•&H. sheet no: 1 F.A.HESKETH & ASSOCIATES , INC. 101 Millbrook Common , Bloomfield , Ct. 06002 f1! 0 Cu c �o a� a M a r\ a tz Cn 0 J i J Cc w Q Z 0 scrl Ion: CD� i U tL 0 1Cn 0 - Q con 0 Z a x 0 660) 242-7755 S 0 I-0 \\,, � SNET \� 323 4- CLARK STREET - OHW =W ,` OHw _=1B'WOHW OHW Er 64.78' SNET 338.75' 137 I I Zia 53 SNET 1377 - -- u ----_______=-------- ----- - i// C = 73.60' SNET ® aHW off CS = N42*54'20"E 1134.64' SNET / �� 1 227 248 1 C.B. 'C' ---/ CL&P T.F.-.68.44 T.F.=87.97 2799 /NV-78.44 OHS CB C' VI // TF=$0.38 SNET 321 LOT 1 R.B. UN17ED STATES POSTAL SERVICE / ® SET (TYP.) N 1123.66 / E 651 194 / \ 19.07 S051001001E 297.92' OWNER/APPLICANT THE SAVINGS BANK OF ROCKVILLE 280 TALCOTTVILLE ROAD VERNON, CT 06066 TEL. (860) 871 -1859 ZXbsme Pap / I / u / / 11/ � o o'r- lw N/ ' RICHARD a KELLEY S wLQ ww Riowf� men OTC EXiSI ING UAI URES LEGEND B.S. MON. (D SANITARY MANHOLE FOUND ❑ CATCH BASIN O WG WATER GATE O GG GAS GATE 4"'� tiy0 FiRE H �I uRAiv T SIGN UTILITY POLE DECIDUOUS TREE i 17 / R GI CURB PROPERTY LINE FENCE LINE OHW OVERHEAD ELEC. STORM DRAIN PIPE X FENCE LINE VI,I AW)C I IAIC' •."in1VJ L11\L ----------------- STORM DRAIN PIPE WETLANDS LINE SNET 119.17' 249 N 361792.54 E 651628.03 L'a• " T.F.49.59 G B. C' T.F.-75.73 i ET I- It�l 226 I N IN �I 9 2 I I I i I I , 1 � J I I I / I 1 � I 26' R•Y I MON. I FOUND 3 1 I WOW SEASONAL I 6•� BROOK SNET Z61' I �; 226 1 I / EXIST. I EDGE OF GRAVEL 1 / I 1 LOT 2 AREA - f0.98 ACRES OR 477,913 S0. FT. 10 I ' TRANSWDPROPOSED RmER PAD fit, Y I Rh + LIMIT OF INLAND MRH fDLLARDS WETLANDS (TYP.) I DUMPSiER PAD S06 $ RICHARD -S KELLEY h S. W.LR, VOL. 548 PG_ 15 I J' � IFOUND PROPOSED FEATURES LEGEND S SANITARY MANHOLE WITH PIPE CATCH BASIN WITH PIPE ® SEDIMENTATION STRUCTURE n ►!`\ \' ' PROPOSED .58 +� 1%� R n �16- TEMPORARY SIGN 0 EXIST. WALL SM.H. T.F.=82.90 L'i lNV=7290 C.H.D. MON. FOUND I.P. - FOUND SNET 222 40 0 40 80 120 SCALE: 1 " = 40' it "F C.H.D. MON. FOUND 0 T.F.-75.04 141-1/TE SHOULDER LINE (TYPICAL) T.F.=75.33 D C.N.D. MON. FOUND T.F.=77.63 INV.=70.01 T.F.=79.26 NOT RELEASED FOR CONSTRUCTION PROJ. MANAGER: CHIEF DESIGNER: /y�T O ate/ 1l Fm & V_ 1_�1C LL�....i- cn Rrvlrwcn MV n --r N � • ` • • �- V o I u�► I t � v 146 HARTFORD ROAD, — - -- � m SURVEY (860 6HES ER, CONNECTICUT 06040 SITE STRUCTURAL 0- Z SITE LAYOUT PLAN V� a _ PREPARED FOR T • �. r; Q REVISION DATE: I Ht SAVINGS BANK OF ROCKVILLE 00 w C 03-03-0It- © 1645 ELLINGTON ROAD wQ ® © SOUTH WINDSOR CONNECTICUT o DATUM: H: V: JOB NUMBER PHASE DATE u CL SCALE: 1 = 40 87546 A10 FEB. 1999 SHEET N O . 4 OF 10 SNET CLARK STREET II / I; / e� 72 -----�---------------------- _ 323 Xy ---- --- ---•------ ---------------` I C - 7360' N05' 16 N04 =_ __-`-- --- --- - _ SNET - �./-�\ oyw oyw oyw �� oHw oHw--ar�l�r _ _. 227 CB = N42/54'20"E i� \\ , SNET '% \ SNET 119r17 . � \ 338.75 sNEr / If34.64 SNET / ` \� I - \\� S. Er 64.78 / / I 89 \ 137 1377 249 / 2 ___._� � � 324 � 361792. 54 / E 651628. Ce' 9 / C.B. 'c' T.F.'9.59 I I 1 \ C.B. C' / / / INV. 584-15" R T�-�/5.73 II C.B. C' �\ S.M.H. �6 / T.F.=87.97 1N✓.=72.63-6' SE / I T.F.=75.04 CLdeP F.=8B.44 1NV=84.57-15" RCP W / 5.63-15" RCP W /1NV-71.23-15" ReP-§ I 2799 IN .-78.44 / / lNV 6.49-6" E / II I INV-70.64-15" RCP SW INV.=84.47-15 RCP N / / ; / 1NY�7D.98-15" RCP NW It I * 1NV.=72.29-6' PVC W �\ / lNV 5.59-15" RCP INV.=71.13-15" RCP NE ii I i ( INV-70.54-15' RCP E / 65' F. Y. r ET I I WHITF- SMOULDER /99R 11 I N I SNET /NV.=83.08-15" RCP�S'w p� -" "`� 321 < \ ` 12' RCP I r I \ \ 4�� ho ` / / I `�\ `1/Dg / , I / F.L.=71.16 / i --=1 F.E.S. k \ \ I 1 24' RCP cor\ F.L.=7D.o3 C.B. 'c' �� T.F.=75.33 LOT 1 v$ / I I = / 3 INV 71.38-24" RCP E / \ \ \ / `_ \ \ N/� D$ / I / I INV-71.23-15" RCP W \ / 0� I I / / / I I lNV=71.38-12" RCP S /� UNITED STA TE OSTAL SERVECE / / / I I I / / / / / I I O I 1NV-71.18-24"RCPM R.B. �ii . (� MON. I I I I N5 �92.94 \\ \\` LNEWS TO BETA. ED NITH FOUND TO it 1 V \ ♦ - - -�� / / / / �'� / / �- SEASONAL MHERST,AVAILABLE TP, INC. I I I C FOUNDON. BROOK SNET 1 61.96 // / / �/ 226( I I � \ S?\� 9?' fir- - - ✓l'Z'2 '''� / -EXIST ED IIOF GRAVE 6 EE \ I �j S.M.H. T.F.=77.63 / \r- LOP- .00, J INV.=70.01 elf \�9 07L \ _,/ 05'120'00"E -� 7.92' �� / -� / / ROP 6--MM ^ K \0 K ` ` - P MAID POLEWALKP I f ` / PROP. 1 zz:z (SEE �- LOT 2 1-FF 1-m 3- AREA = f0.98 ACRES o -o- ~y w I / NEW ENGLAND WITH E 1-T I IX/5T1A15 PGND AVAILABLE AT NEWP, INC. LL 1 OF AMHERST, MA OR / / 0� 4-V B8 er/srince PGN7 / 477,913 SO. FT. s,.., / j ' 1-M Y -FF OR 0LW �"i�� `•' °, `.�'j� �` � :i; y>.1 7-•T�-, 6.OF 4) M I 1 / i� -- '' ,tr'ri rS;O�F•-�J / 1~KK � 1 LL PROPOSED 3-R a DD W 1 I I \ ;x • o-t'jI BUILDING __.21 I 3 ( C.B. c' Aft/ i-s 39L, 82 sq. ft. , 120 I i \ T.F-79.26 INV=74.86-18" RCP E \ / 2-N 3~R � Z NE � INV=74.71-24" RCP w INN, O e ~KK 1-S 3-GG 8-M I 223 I if/ 1 H G 11-.(x 1-KK 1-� I X II F o O-M s-88 1-M II 9 - It D 17 • �- - 1-P t2-M II 4AR R G ( P. D n II /\ _o._ B - 10 FOr m TRANSFORMMER PAD / DUMPSiERP.AO SOs y0'2.L"b, I`n� /\ / /1 , LIMIT OF INLAND I / WfH BOLLARDS SEI ETAIL/ D- n _ T / / / • \ WETLANDS (TYP.) / 15~L - FF O / •� N71F EXIST. WALk F \ / 9 / F \ $ I / RICHARD .1 KELLEY \ \\ ry 25-H / \ I S. W.L.R. VOL 548 PG. 15 r.- S. \ r.F=82so\ 0 / • / � lNV =7290 I _ I I SNET fo' s Yr,2�2 N11F 1 ` _j ,.P. I RICHARD S KELLEY FOUND S W.L.R. VOL 519 PG. 235 ' C.H.D. MON. ♦ \ / FOUND C.H.D. MON. FOUNDS FOUND ♦ ♦ B.S. MON. FOUND OWNER/APPLICANT THE SAVINGS BANK OF ROCKVILLE 280 TALCOTTVILLE ROAD VERNON, CT 06066 TEL. (860) 871 -1859 PLANTING LIST CD. I NO. BOTAN/CAL NAmr COMMON NAM£ S/Z£ TREES ACER RUBRUM RED SUNSET RED MAPLE CLONE 3-3 1/2" CAL. A 3 B 3 AMELANCHIER L. CUMULUS CUMULUS SHADBLOW 8-10' HT. C 2 BETULA NIGRA RIVER BIRCH 10-12' HT. n U c 0 nrnnlc• nAA,AnrA,cic LCfCVIJ l,/11VF1VGIVJIJ nrnnl,n I'CGUDUU , O- I U HT. E 3 LARIX DECIDUA LARCH 5-6' HT. F 4 LIQUIDAMBAR STYRACIFLUA SWEETGUM 3-3 1/2" CAL. G 2 METASEQUOIA GLYPTOSTROBOIDES DAWN REDWOOD 5-6' HT. H 25 PINUS STROBUS (UNSHEARED) WHITE PINE 5-6' HT. J 3 PLATANUS A. BLOODGOOD BLOODGOOD LONDON PLANE 3-3 1/2" CAL. K 3 TAXODIUM DISTICHUM BALD CYPRESS 5-6' HT. L 15 THUJA 0. NIGRA DARK AMER. ABORVITAE 5-6' HT. M 3 THUJA 0. SMARAGD EMERALD ABORVITAE 3-4' HT. SHRUBS BERBERIS T. A. NANA CRIMSON PYGMY BARBERRY 18-24" SPD. N 10 P 2 CLETHRA A. HUMMINGBIRD DWARF SUMMERSWEEf 18-24" SPD. Q 1 HIBISCUS S. DIANA SNGL. WHT. ROSE 0 SHAR. 3-4' HT. R 6 ILEX CRENATA HELLERI HELLERI HOLLY 18-24" SPD. S 2 ILEX. VERT. RED SPRITE DWARF WINTERBERRY 2-3' HT. T 11 THUJA 0. WOODWARDII GLOBE ABORVITAE 24-30" HT. V 6 VACCINIUM ANGUSTIFOLIA LOWBUSH BLUEBERRY 15-18" SPD. W 5 EUONYMUS EMERALD N' GOLD EM. & GOLD WINTERCREEPER 18-24" SPD. X 6 RHODODENDRON PIONEER SILVER PINK RHODY 18-24" SPD. Y 4 ROSA R. HUNTER RED HUNTER ROSE 18-24" SPD. Z 4 WEIGELA VARIEGATA NANA VARIEGATED WEIGELA 18-24" SPD. GROUNDCOVER AJUGA PURPLE BROCADE PURPLE LEAF BUGLEWEED QT. POT AA 96 BB 10 ALCHEMILLA MOLLIS LADY'S MANTLE QT. POT CC 3 ARUNCUS DIOICUS GOATSBEARD GAL. POT DID 12 BERGENIA H. PERFECT PINK BERGENIA QT. POT OH 6 EUPATORIUM F. GATEWAY GATEWAY JOE PYE WEED GAL. POT FF 16 HIBISCUS M. DISCO BELLE RED/PINK/WHT ROSEMALLOW GAL. POT GG 6 HOSTA F. FRANCEE WHITE EDGED HOSTA GAL. POT HH 20 IRIS SIBIRICA SUPER EGO BLUE SIBERIAN IRIS QT. POT 20 LIATRIS SPICATA KOBOLD COMPACT GAYFEATHER QT. POT vv An -4 v 1AMPAAITUl IC C VADICYIATA Irlwvnl.11lv.7 ,.,. ♦nIAIL_%2r%ln %lADICflATCn \IlC-flAAITUl IC v/1RILVHICU mlJl,hlVlnvJ /%AI nAT GAL. rvI 30 PHLOX SUBULATA WHITE DELIGHT WHITE MOUNTAIN PINKS QT. POT MM 6 VERNONIA NOVEBORACENSIS IRONWEED GAL. POT NN 200 HEMEROCALLIS STELLA D'ORO YELLOW DAYLILLY QT. POT BIOFILTER ACORUS CALAMUS SWEETFLAG ROOTS 50 50 IRIS VERSICOLOR BLUE FLAG ROOTS 50 SCIRPUS AMERICANUS THREE SQUARE ROOTS 50 TYPHA LATIFOLIA CAT TAILS ROOTS 2'-6" O.C. NOT RELEASED FOR CONSTRUCTION PROJ. MANAGER: CHIEF DESIGNER: FM & ONEELL IN(;• consuiti1g Engineers REVIEWED BY DATE O 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 SURVEY (860) 646-2469 a - SITE - - N Z STRUCTURAL LANDSCAPE AND PARKING PLAN X5 PREPARED FOR 14- `) U THE SAVINGS BANK OF ROCKVILLE � 40 0 40 80 120 REVN co Lil 0 31 OI D-00 DATE: ® 1645 ELLINGTON ROAD Q ® A A SOUTH WINDSOR CONNECTICUT SCALE: 1" = 40' J a- DATUM: H: V: JOB NUMBER PHASE DATE SHEET NO. 6 OF 0 Ii o. SCALE: 1 = 40 87546 A10 FEB. 1999 FINISH 6- (MINIMUM) BELOW GRADE SILT FENCE AT ---CATCH BASINS PAVEMENT FILTER FABRIC SOIL TO HOLD FABRIC EXISTING GRADE METAL GRATE \-FILTER FABRIC SFDIMFNT (%.ONTROI WITH m__z-=.L.Lj SLOPING GRADE AT CATCH BASIN 101± DIRECTION OF BINDING WIRE OR TWINE w CIL 01 It 1) EXIS71NG GRADE COMPACTED 0' BACKFILL DEPTH OF 4* CONSTRUCTION ENTRANCE ob 06.0i, 6.0c. 0 *0 d .. 6 D 0. 0 �cl 00o Doe 24' 0 qt 41 SEE NOTE go 0 NO. 3 z 0:0 LO 0 DO 00 z 6:1 .0 Ld 0.' 01 00 0 0 .01 in 4 00. *0 d.. obol ....0 0010,000000000000 EXISTING EDGE OF PAVEMENTJ ADJACENT ROADWAY LOCATION PLAN TOTAL LENGTH 50'- SEE NOTE NO. 4 UAVC)AR CC% 0 "'--6" OF CONNEC71CUT D.O.T' 2* CRUSHED GRAVEL SECTION VOODEN STAKES DRIVEN )F 12" INTO THE GROUND -'N LATERAL CROSS S AS NEEDED FILTER FABRIC M FENCE SHALL CONFORI THE REQUIREMENTS SHO SILT FENCE DETAIL BALED HAY OR STRAW BALES BUTTED TOGETHER WEDGE LOOSE STRAW - BETWEEN BALES To CREATE A CONTINUOUS BARRIER 2*x2mx3' LONG STAKES OR REBAR EACH BALE (2 STAKES PER BALE) FILTER FABRIC FINISH GRADE COMPACTED SUBGRADE NOTES: 1.) MAINTAIN ANTI -TRACKING PAVEMENT IN GOOD CONDITION THROUGHOUT CONSTRUCTION PERIOD. 2.) ADJACENT ROADWAY SHALL BE SWEPT DAILY TO REMOVE ANY MATERIAL THAT MAY BE TRACKED ONTO PAVEMENT. 3.) WIDTH OF APRON SHALL NOT BE LESS THAN WIDTH OF INGRESS OR EGRESS. 4.) WHERE SOILS ARE CLAYS OR SILTS, THE MINIMUM LENGTH OF ANTI -TRACKING APRON FOR THE CONSTRUCTION ENTRANCE SHALL BE EXTENDED TO 100' IN LENGTH. ANTI -TRACKING APRON 101± TREE PLANTI a. 01 cwn LI-1 FLOW 0 w PLAN HOSE CHAFING GUARD AT FIRST BRANCHING TRUNK WRAPPING MATERIAL WIRE GUYS, 3 PER TREE TURNBUCKLES ON ALL GUYS FLAG 4m MULCH - DO NOT PLACE IN CONTArT WITW PARk, ...... 3" SAUCER RIM BACKFILL W/PLANTING SOIL MIXTURE BURY DEADMEN BELOW GRADE FOLD BACK BURLAP LOOSEN SUBSOIL 6" BELOW BOTTOM OF PLANT PIT OR OVERE)(CAVATE LEDGE TO 18" BELOW ROOT BAIL & BACKFILL TOPSOIL 10' MAX 10' MAX FINISH GRADE ELEVAnON NOTES 1.) INSTALL SILT FENCE & WOOD STAKES AS RECOMMENDED BY MANUFAMRIF14- 2.) SILT FENCE SUBJECT TO HEAVY LOADS SHALL BE REINFORCED WITH FARM FENCING & STEEL POSTS (0.5 POUNDS STEEL LIN. FT.) THE MINIMUM POST LENGTH SHALL BE 51-01. 3.) SYNTHEnC FILTER FABRIC SHALL BE A PERVIOUS SHEEr OF PROMENE , NYLON , POLYESTER OR ETHYLENE FILAMENTS AND SHALL BE CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS CONFORMING TO THE FOLLOWING REQUIREMENTS: FLOW BALES TO BE BUTTED TOGETHER EXIST. GRADE OR - PAVEMENT (DO NOT STAKE IN PAVEMENT) U- PLAN FILTER FABRIC OVER GRATE BALED HAY OR STRAW FLOW WEDGE LOOSE STRAW BETWEEN BALES TO CREATE A CONTINUOUS BARRIER 2*x2*x3' LONG STAKES OR REBARS EACH BALE FINISH GRADE BURY TO A DEPTH OF 4" CATCH BASIN SECTION AT LOW POINT HAYBALES TURNBUCKLES ON ALL GUYS WIRE GUYS, 2 PER TREE WOOD STAKES, 2 OPP. PER TREE, 3 FOR TREES OVER 8' HT. HOSE CHAFING GUARD 4* MULCH - DO NOT PLACE IN CONTACT WITH BARK 3* SAUCER RIM FOLD BACK BURLAP OR REMOVE GRASSES FROM TRANSPLANTED SPRUCES DRIVE STAKE INTO UNDISTURBED SOIL BACKFILL W/PLANTING SOIL MIXTURE LOOSEN SUBSOIL 6" BELOW BOTTOM OF PLANT PIT OR OVEREXCAVATE LEDGE TO 18" BELOW ROOTBALL AND BACKnLL WITH TOPSOIL 42' HIGH WIRE FENCE BACKING FOR STANDARD FILffR FABRIC 14 GA_ MIN. 6 x6' MESH Cf2A^lM^ fe- R;IW 4q SELF-SUPPORTING SILT FABRIC ATTACHED TO WIRE FENCE FABRIC OR FILTER FENCE (SEE NOTE NO. 2) FINISH GRADE-----� FLOW 1 RECOMPACTED BACKFILL WIRE FENCE TO EXTEND EXTEND 6' OF FABRIC 6' INTO TRENCH BELOW GROUND SECTION PHYSICAL PROP REQUIREMENTS FLTERING UMENCY 75X (MIN.) TENSILE STRENGTH AT EXTRA STRENGTH 2OX (MAX) ELONGATION 50 lbs. / UN. IN. STANDARD STRENGTH 30 lbs. / UN. IN. (MIN.) FLOW RATE 0.3 CAI_ / SO. Fr. MIN. (MIN.) -SILT FENCE SEEDING SCHFnUl F ALL DISTURBED AREAS NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH A 4" MINIMIJM OF Tnpqr)ii czp-rr) A(Z IKIr)IrlATr'rl OKI I AxIr)CrAmC- 0 AkI r%^Klr'\I-r^kl n^ll "v w­ r- L mI*4 . %1"u flul N OUI L VVI I M FERTILIZER APPLIED AT A RATE OF 300 POUNDS PER ACRE OR 7.5 POUNDS PER 1,000 SQ. FT. USING 10-10-10 OR EQUIVALENT. IN ADDITION, 300 POUNDS OF 33-0-0 PER ACRE OR EQUIVALENT OF SLOW RELEASE NITROGEN MAY BE USED FOR TOPDRESSING. APPLY GROUND LIMESTONE (EQUIVALENT TO 50 PERCENT CALCIUM PLUS MAGNESIUM OXIDE) AT THE RATE OF 3 TONS PER ACRE OR 135 POUNDS PER 1000 SQ, FT. TEMPORARY VEGETATIVE COVER: SEEDING DATES: MARCH 1 TO JUNE 15 AND AUGUST 1 TO OCTOBER 1. ANNUAL RYE GRASS 100%. APPLY ONE POUND PER 1,000 SQ. FT. OR 40 POUNDS PER ACRE WITH ANCHORED HAY MULCH AT 2 TONS PER ACRE, 11 1. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR AND THE OWNER'S REPRESENTATIVES SHALL HAVE A PRE -CONSTRUCTION MEETING WITH THE SOUTH WINDSOR TOWN S-AFF. 2. INSTALL THE ANTI -TRACKING APRON AS DEPICTED ON THE PLANS AT ELLINGTON ROAD. 3. INSTALL THE SILT FENCE AS DEPICTED ON THE PLANS. 4. STRIP AND STOCKPILE TOPSOIL IN THE AREA AS DEPICTED ON THE EROSION CONTROL PLAN. EXCESS TOPSOIL IS TO BE REMOVED FROM SITE. 5. BEGIN THE RCUGH GRADING OF THE FRONT PARKING AND BUILDING AREAS. THE REAR PARKING AREA CAN BE ROUGH GRADED ONLY AFTER THE EXCESS TOPSOIL IS REMOVED FROM THE SITE. 6. WHEN ROUGH GRADING IS COMPLETE, CONSTRUCTION OF THE STORMWATER DRAINAGE SYSTEM CAN BEGIN. THE RETENTION BASINS SHOULD BE STABILIZED BEFORE STORMWATER IS ALLOWED TO ENTER THEM. CONSTRUCTION OF THE BUILDING, AND OTHER UTILITIES MAY BEGIN. 7. THE ACCESS DRIVE AND PARKING AREAS ARE TO BE BROUGHT TO PROPER SUBGRADE. 8. INSTALL BASE, BINDER, CURB AND WALKS FOR THE SITE. 9. INSTALL FINISH COURSE OF PAVEMENT, LOAM, SEED, LANDSCAPE, SIGNAGE, PAVEMENT MARKINGS AND REMAINING SITE APPURTANCES. 10. THE TEMPORARY TRAILER CAN BE REMOVED AFTER THE CONSTRUCTION OF THE MAIN BUILDING IS COMPLETE. 11. ALL EROSION CONTROL MEASURES ARE TO REMAIN IN PLACE UNTIL SITE STABILIZATION IS COMPLETE. OPERATIONS AND MAINTENANCE SCHEDULE THE FOLLOWING IS AN OPERATIONS AND MAINTENANCE PROGRAM FOR THE TEMPORARY AND PERMANENT SEDIMENTATION AND STORMWATER SYSTEM CONTROLS. IT Is INTENDED AS AN OVERALL GUIDE. ABNORMAL CONDITIONS SUCH AS A LARGE PRECIPITATION EVENT OR EXTENDED RAIN OR WET SNOW CONDITION MAY REQUIRE MORE AGGRESSIVE MEASURES TO MAINTAIN THE SITE IN A STABLE CONDITION. TEMPORARY MEASURES: 1. SILT FENCING AND CATCH BASIN PROTECTION ARE TO BE INSPECTED ON A WEEKLY BASIS AND AFTER AN INTENSE STORM EVENT. THE MEASURES ARE TO BE REPAIRED AND/OR REPLACED AS NEEDED. 2. THE ANTI -TRACKING APRON IS TO BE INSPECTED TWICE WEEKLY. STONE IS TO BE SUPPLEMENTED OR REPLACED AS NEEDED. 3. THE ENTRANCE DRIVE AND ELLINGTON ROAD ARE TO BE SWEPT AS NEEDED OR 'REQUESTED BY THE TOWN OF SOUTH WINDSOR IF SEDIMENT IS DEPOSITED ON ELLINGTON ROAD FROM THIS SITE. PERMANENT MEASURES: 1. CATCH BASIN SUMPS, AND RETENTION BASIN AREAS ARE TO BE INSPECTED AND CLEANED OF SEDIMENT AND DEBRIS AS NEEDED FOLLOWING CONSTRUCTION OF THE SITE AND THEN BIANNUALLY IN THE SPRING AND FALL. �RPA(117 A_q -qWf)WtJ ON PLAN l'X2- WOW SIAKE MIN* LT (MIN. LENGTH: 3'-6) 4" MULCH DO NOT PLACE IN CONTACT WITH BARK 3* SAUCER RIM BACKFILL SOIL MIXTURE FOLD BACK BURLAP LOOSEN SUBSOIL 6* BELOW ROTTnm nF PI AN PIT EROSION & SEDIMENT CONTROL NQTES 1. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO l;TIIMP Rr7mnvAi ANr) rl.OMqTpllr'Tlr)M. ANITI-TIPAPI/ ADDr)KI . . .. - I . - - . .­­ .1 - . I- ­­ ­-- 11-1 I'll .1 1-- - I-, SHALL BE INSTALLED BEFORE CONSTRUCTION TRAFFIC INTO AND OUT OF PROJECT AREA BEGINS. STABILIZATION OF ALL REGRADED AND SOIL STOCKPILE AREAS SHALL BE INITIATED AND MAINTAINED DURING ALL PHASES OF CONSTRUCTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH STANDARDS AND SPECIFICATIONS OF THE "CONNECTICUT GUIDELINES FOR SOIL EROSION AND WATER CONSERVATION", 1988 OR LATEST EDITION AND TOWN REGULATIONS. ALL EROSION CONTROL MEASURES ARE TO BE MAINTAINED AND UPGRADED AS REQUIRED TO ACHIEVE PROPER SEDIMENT CONTROL DURING CONSTRUCTION. ADDITIONAL CONTROL MEASURES SHALL BE INSTALLED DURING THE CONSTRUCTION PERIOD, IF DEEMED NECESSARY BY THE OWNER OR AGENTS OF THE TOWN OF MANCHESTER IN ACCORDANCE WITH THE OCTOBER 1, 1993 STATE OF CONNECTICUT GENERAL PERMIT FOR STORMWATER AND DEWATERING WASTE WATER FROM CONNECTICUT ACTIVITIES (CGS 22A-430B) AT NO ADDITIONAL COST TO OWNER. 4. SEDIMENT REMOVED FROM EROSION CONTROL STRUCTURES SHALL BE DISPOSED OF IN A MANNER MICH IS CONSISTENT WITH THE INTENT OF THIS PLAN. ALL HAYBALES RETAINING SEDIMENT OVER 1/2 THEIR HEIGHT AND ALL SILT FENCING RETAINING SEDIMENT TO A DEPTH OF 12 INCHES OR MORE SHALL HAVE THE SEDIMENT REMOVED AND ALL DAMAGED EROSION CONTROLS REMOVED AND REPLACED. 5. THE CONTRACTOR SHALL BE ASSIGNED THE RESPONSIBILITY FOR IMPLEMENTING THIS EROSION AND SEDIMENT CONTROL PLAN. THIS RESPONSIBILITY INCLUDES THE INSTALLATION AND MAINTENANCE OF CONTROL MEASURES, INFORMING ALL PARTIES ENGAGED ON THE CONSTRUCTION SITE OF THE REQUIREMENTS AND OBJECTIVES OF THE PLAN, AND N01IFYING THE PROPER TOWN AGENCY OF ANY TRANSFER OF THIS RESPONSIBILITY. THE OWNER SHALL BE RESPONSIBLE FOR CONVEYING A COPY OF THE EROSION AND SEDIMENT CONTROL PLAN IF THE TITLE TO THE LAND IS TRANSFERRED. 6. THE CONTRACTOR SHALL BE RESPONSIBLE TO CONTROL DUST AND WIND EROSION THROUGHOUT THE LIFE OF THIS CONTRACT. DUST CONTROL SHALL INCLUDE, BUT IS NOT LIMITED TO, SPRINKLING OF WATER ON EXPOSED SOILS AND HAUL ROADS. CONTRACTOR SHALL CONTROL DUST TO PREVENT A HAZARD TO TRAFFIC ON ADJACENT ROADWAYS. 7. IF FINAL GRADING IS TO BE DELAYED FOR MORE THAN THIRTY (30) DAYS AFTER LAND DISTURBANCES CEASE, TEMPORARY VEGETATION OR MULCH SHALL BE USED TO STABILIZE SOILS. 8. HAYBALES SHALL BE USED ONLY AS A TEMPORARY MEASURE. WHERE CONTROL MEASURES WILL BE REQUIRED FOR LONGER THAN SIXTY (60) DAYS, FILTER FABRIC SHALL BE USED. 9. WHERE DEWATERING IS NECESSARY, THERE SHALL NOT BE A DISCHARGE DIRECTLY INTO WETLANDS OR WATERCOURSES. PROPER METHODS AND DEVICES SHALL BE U11LIZED TO THE EXTENT r_)C-0LJITTI7n BY L"ll F L-mvil I I L-1.4 0 1 Myv, Ouk.,rl M0 r-UMt-INla WAILK INIU A ItMtJUNANY SEDIMENTATION BASIN, PROVIDING SURGE PROTECTION AT THE INLET AND OUTLET OF PUMPS, FLOATING THE INTAKE OF THE PUMP, OR OTHER METHODS TO MINIMIZE AND RETAIN THE SUSPENDED SOLIDS. IF A PUMPING OPERATION IS CAUSING TURBIDITY PROBLEMS, SAID OPERATION SHALL CEASE UNTIL SUCH TIME AS FEASIBLE MEANS OF CONTROLLING TURBIDITY ARE DETERMINED AND IMPLEMENTED. THE CONTRACTOR MUST SUBMIT HIS DESIGN ALONG WITH THE LOCATIONS OF THE BASIN TO THE TOWN OF MANCHESTER PRIOR TO CONSTRUCTION. 10. INSPECTION. A CERTIFIED SOIL SCIENTIST OR LICENSED PROFESSIONAL ENGINEER SHALL INSPECT ALL DISTURBED AREAS OF THE CONSTRUCTION ACTIVITY THAT HAVE NOT BEEN FINALLY STABILIZED, STRUCTURAL CONTROL MEASURES AND LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE AT' LEAST ONCE EVERY WEEK AND WITHIN 24 HOURS OF THE END OF A STORM THAT IS 0.5 INCHES OR GREATER. INSPECTION REPORTS SHALL BE SUBMITTED TO THE OWNER WEEKLY AND TO THE PLANNING & ZONING COMMISSION MONTHLY. MERE SITES HAVE BEEN FINALLY STABILIZED, SUCH INSPECTION SHALL BE CONDUCTED AT LEAST ONCE EVERY MONTH OR THREE MONTHS. 11. EROSION AND SEDIMENTATION CONTROL INSPECTIONS SHALL BE CONDUCTED BY REPRESENTATIVES OF FUSS & O'NEILL, INC. (CONTACT PERSON: JAY GILES, P.E. (860-646-2469). EROSION CONTROL SEQUENCE 1. INSTALL PERIMETER SILT FENCE. 2. INSTALL ANTI -TRACKING APRON. CONTRACTOR SHALL USE ANTI -TRACKING APRON AS SOLE VEHICULAR ACCESS OR SHALL INSTALL ADD11IONAL ANTI -TRACKING APRON(S) AS REQUIRED. 3. CLEAR & GRUB AREAS TO BE GRADED. DO NOT GRUB AREAS WHERE GRADING WILL BE DELAYED 30 OR MORE DAYS. 4. GRADING AND SITE CONSTRUCTION MAY BEGIN AT THIS TIME. SEE mosim Amn SEDIMENT CONTROL NOTES. 5. AS THE STORM DRAINAGE SYSTEM IS COMPLETED, SILT FENCE IS TO BE INSTALLED AROUND CATCH BASINS. 6. SILT FENCES SHALL BE INSPECTED REGULARLY AND PROMPTLY REPAIRED OR DC"01 A�lrf% ACI ma llr-r-ur-u. AUUUMULAILL) Z:ilLl �il­IALL UL REMOVED WHERE IT REACHES A DEPTH OF 12 INCHES. 7. WHEN AN AREA TO BE LANDSCAPED REACHES FINAL GRADE, IT SHALL BE LOAMED AND SEEDED, OR MULCHED IF FINAL LANDSCAPING IS NOT INSTALLED AT THIS TIME. 8. ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES SHALL BE REMOVED AND COLLECTED SEDIMENT PROPERLY DISPOSED OF WHEN NO LONGER REQUIRED ONLY AFTER CERTIFICATION BY THE ENGINEER OR SOIL SCIENTIST. ESTIMATED PROJECT START DATE: FALL 1999 Z�,I'KINU ZUUU NOT RELEASED FOR CONSTRUCTION IPROJ. MANAGER: CHIEF DESIGNER: _ ____ - ��j .. Ar fVkTCFITT TLTf% REVIEWED BY DATE ww %FANA.Madad uN%0%vunvu&mW sjWjmws 146 HARTFORD MANCHESTER SURVEY ROAD CONNECTICUT 060 (860) 646-2469 61, no, 10 SITE STRUCTURAL EROSION CONTROL DETAILS PREPARED FOR LO THE SAVINGS BANK OF ROCKVILLE r--D REVISION DATE: co �j 09-09-99 1645 ELLINGTON ROAD 2 < 10-20-00 03-03-00 SOUTH WINDSOR z CONNECTICUT ji LrD� TUM: H: V: JOB NU �HASE DATE I - _j MBER F SHEET NO. 8 OF10 SCALE: N.-rS. 87546 A10 FEB. 1999 L i u " 5'-0" 8" 2'-8" " PIPE PIPE MINIMUM PIPE MINIMUM WT RIP -RAP 1 �'� I DIA. INCHES THRUST BLOCK DIA, INCHES THRUST BLOCK NORMAL TRENCH WIDTH i SIZE A B C D E F G H IN muc - - r- OUTLET ( .._. ..._ ( .._. ..._ `- VULUME VOLUME 15" 10' 1 7' 1 1/2' V 1' 412 1 1/ 3' 6 "V I (CUBIC YARDS) (CUBIC YARDS) i 8' 12' 8' 2' 1' 1' 2' 4' g 4 0.2 4 0.25 21' 13' 9' 2 1/2 1 1/2 ;' 2 1/ 4 1/2 12 A - - - - - - A 18" _ 1 6 0.25 6 0.35 6 MIN. 24' 17' 10' 2 1/2 1 1/ 2 1/ 5 1/ 15 ? OPENI 8 0.3 8 0.5 Yii 30" 20' 13' 3' 2' 2' 3' 8' 22 D - �- 36' 22' 18' 3 1 / 2' 2' 3 1/1' T 33 - - - - _ B A _ i O\P. \P A 10 0.4 10 0.5 - '� r ro + O I 12 0.5 12 0.75 16 0.8 16 1.0 ; r OPEN I ( I ; -; _ \\ N EXISTING GRADE PLAN \� PLAN EXISTING GRADE /- - -° - C-L CATCH STRUCTURE NOTES r-BASIN TOP / ANDHCOVERRAME ' v•"' TRENCH SHALL BE EXCAVATED FOR CATCH BASINS, MANHOLES, CULVERT ENDS, ENDWALLS 4 , , 2 UJ TO FIRM MATERIAL IMMEDIATELY AND SEDIMENTATION CHAMBERS FILTER FABRIC - - PRIOR TO POURING CONCRETE. x J PLAN TEE PLAN CAP n•n-.r , re•.rn n� ` ~Ja _ / _ _ _ __ e.rr •���r C `�`P A T. / \^It I. almuUIURCJ JI'1ALL Ct PLACED ON EXISTING SUITABLE CDIVIPAI:ItD ��. /� CRICK-Jtt IVUIt 0 SEU IIUIV MATERIAL OR 12 IN. GRAVEL BASE TO 6 IN. MINIMUM OUTSIDE BASE. 18" INTERMEDIATE _ - - ZENDWALL RIPRAP 2. 3 IN. MAXIMUM CORBEL PER CONCRETE BLOCK UNIT. OR FLARED END 8" GRAVEL OPEN FULL WIDTH CONCRETE THRUST BLOCKS. 3. JOINTS TO BE POINTED FLUSH AND FULL SECTION A -A �-CONCRETE THRUST BLOCK S 4. PIPES TO BE CUT FLUSH WITH INSIDE WALL OF STRUCTURE. .I PIPE MINIMUM PIPE MINIMUM 5. CATCH BASIN TOP OR MANHOLE FRAMES SHALL BE SET ON A ENERGY D I S S I PATO R o I DIA. (INCHES THRUST BLOCK DIA. (INCHES THRUST BLOCK BRICK COURSE FOR GRADE ADJUSTMENT - 1 COURSE MINIMUM, I VOLUME VOLUME 4 COURSE MAXIMUM. in ) = I (CUBIC YARDS) (CUBIC YARDS) 6. IF CATCH BASIN FROM TOP OF CURB TO BOTTOM OF BASIN IS _ I OPEN (.. 4 0.2 4 0.25 GREATER THAN 10 FT., THE WALL THICKNESS SHALL BE INCREASED 6 0.25 6 0.3 TO 12 IN. INSIDE DIMENSION TO REMAIN THE SAME. ( It 00 - I - BAFl=LE WALL 8 0.3 8 0.5 7. CATCH BASINS SHALL BE BACKFILLED WITH PERVIOUS MATERIAL FROM THE _ J . 10 0.35 10 0.7 UPPER PORTION OF THE STRUCTURE DOWN TO THE OUTLET PIPE, BUT 12 0.4 12 1.0 1 1/2" BITUMINOUS CONCRETE CLASS 2 IN NO CASE TO A DEPTH GREATER THAN 3 FT. BELOW TOP OF STRUCTURE. 2 OPEN VERTICAL JOINTS IN EACH WALL AT OR IMMEDIATELY ABOVE 16 0.7 16 1.6 1 1/2" BITUMINOUS CONCRETE CLASS 1 BOTTOM OF PERVIOUS MATERIAL. CC/�TI1'1PI A - A 8. FLAT TOP MANHOLE TO BE USED WHERE HEIGHT PROHIBITS THE USE .��v I 1 vl v n- r1% OF CONE SECTION. NOTES: ES: 2„ 7 1/2" V-6 7/8' 1'-6 7/8" 7 1 2" 2" 2" 10 3 16" 10" 10 3/16" 11" 2„ 1. PRECAST 1500 GALLON CONCRETE TANK SHALL , WITHSTAND HS 20-44 LOADING. �--� 00 0 2-#4x4'-O" LONG 2. BAFFLE WALL CONSTRUCTED OF 6"x8"x12" SOLID _0_0 0_� 0 00 0 0 0 0 0 0 o r o 0 0 0 TOP OF FRAME APPLES CONCRETE BLOCK OR CAST -IN -PLACE CONCRETE. -� 3 5/8" 3 5/8" � \ � * DIMENSIONS VARY ACCORDING TO MANUFACTURER. DEFL CLASS "A" CONC. 6" PROCESS AGGREGATE BASE " t SEDIMENTATION CHAMBER (TYPICAL) 6" GRAVEL SUBBASE •_ ,• _ -- , PRECAST CONCRETE UNIT _ .,- • .•- •, DES 12" GRAVEL SUBBASE IN AREAS OF ROCK CUT ADJUST FRAME ELEVATION ADJUST FRAME ELEVATION WITH 6" - 12" BRICK LEVELING WITH 6" - 12" BRICK LEVELING - BITUMINOUS PAVEMENT S E C TI 0 N N 1 COURSE COURSE 1'-0" 2'-8 3 4" •1'-0" o • ' 1'-O" 2' 1 3/8" 8" e • e •. I e•• a ' ,i•;• �•; , 0,^00 3D .,. N ..,. ;. • 0 0] W 0 LO ;' � 7 5/8" 1 7 5/8" ,. 1 7 13/16" 1 2 13/16" ; N .- (p 00 r .♦� •N a ,- 1 , ,•,' 0 = II = j PROPOSED GRADE !:•.: o PRECAST CONCRETE OR �'z �z PLAN ELBOW -DEFL. PLAN ELBOW - DEFL- ' - - MASONRY UNITS '• � I. PROP SED GRADE LESS THAN 50 MORE THAN 50 PAVEMENT . ,. ..• LANDSCAPING (SEE PLANS) 80 ,,,� - -. _. -♦ POURED CONCRETE OR ' • • • 10 1 I.D. + 2 PRECAST SUMP 6 WATER SERVICE L E CONCRETE THRUST BLOCKS 3 MIN. 0000000000o00000000 000 ~ " Oo 000000000000 Oo 1' MIN. O 0 0 0 0 0 O O O 6 OF 3/4 CRUSHED STONE O O O O O O O O O WARNING TAPE - MIN. 12" 8" 4'-0" 8" 6" OF 3/4" CRUSHED STONE 8" 3'-0" R. 6" PVC DIMENSIONS MAX. 24 ABOVE PIPE 5'-4" 4'-4" ' �• DIA. A B C D E F R-1 R-2 APPROVED BACKFILL PLACED AND 12" 4" 2'-0• 6'-0 3/8" W-0 3/8" 2'-0" '-7 18/1 10-0 1/0 v DEPTH TO INVERT COMPACTED IN 12" LAYERS WATER SERVICE CROSSING 18• 2'-3" 3'-to" 2'-b• '-0 5,/1e 1.-0 1/2• 11• OF BASIN VARIES SEE PROFILES (OR AS OTHERVNSE APPROVED) FRONT ELEVATION SIDE ELEVATION 9" 2'-3" X-10• 3'-0" 2'-el• -31/2" 1'-0" NEENAI� TRAP HOOD W//-WALL I 12" NO STONE LARGER THAN 3 MODEL # R3701-12 CAST-� ►„1►N- cA�n ornni�n oAnrn Aun 24 0 1/2" 3'=. 1/z' -b" b'-i t/s" 4'-v -'s 3,/10 '_4 1a/i6 i'-s 12" ..'' 12" grow ocvunw rMnvcv nrvv " " � � " � � � � • WITH HOOKS IRON » ea 30 1 -0 4-b 1 -7 3/4 b-1 3/4• b-e 3-1 1•-i 1/2 1 -3 HANDLE NO STONE LARGER THAN 1-1/2". COMPACTED IN 6 LAYERS TYPE C CATCH BASIN 38` 1'-3" b'-3" r-10 3/4 t{'-1 3/4" -0• -11 ti/1 '-0 b 1'-b• UTLET PIPE MATERIAL SHALL 42" V-f' W-3• 2'-11" b•-2" so-s" 4'-b 7/a" 2'-3 1/2" /'-10" ��' MEET D.O.T. M2.05 48• 2•-0" b'-0" 2'-2" 8'-2- i-0" 4'-& 11/2" 2'-4 1/2" V-10" 1 " 6 IN. °o°JQ'o°QQQQQ o°o°o°o°o° 2" 7/8" *'-6 7/8" 7 1/2" 2„ 1 3/16" 0 13/16"10 3/16"10 3/16"10 13116. 1 3/16" Y 0 Z - BEDDING ON SUITABLE NATIVE MATERIAL OR ' 3/4" CRUSHED STONE BEDDING MATERIAL 3 5/8" 3 13/16" X -� -- I X 1 IN ROCK EXCAVATION OR IN UNSUITABLE - ... " MATERIAL AS DIRECTED BY THE ENGINEER. • �= ' ' PRECAST CONCRETE UNIT 00 •� �- ' == �•' L - R� 1 - I w �' - 6 MATERIAL SHALL MEET D.O.T. M.02.1 FOR 3/4" STONE. • - •' • ol�' `• ( R-1 1 ADJUST FRAME ELEVATION ADJUST FRAME ELEVATION ~ I • WITH 6" - 12" BRICK LEVELING '1 • ;•, �• ; , �, , WITH 6" - 12" BRICK LEVELING ` BACKFLL TO SPRINGLINE OF PIPE •.- ": �• • �� I : •.• ": ••, �� COURSE ' " ••-' •-• ": •- •- •, COURSE Y� BALL SE INSTALLED WITH 3/4" STONE WHEN USING POLYTHYUTIE OR CPP PIPE ,,• ; , . �• m IN LLHOODSCATCH . • •' '• e• 1•-0w r .�;.,; •:. 1 :•:: PLAN SECTION Y-Y TRAP HOOD INSTALLATION STORM DRAIN TRENCH • � 7 5/S" 1 7 5/8" ; 1 7 13/16" 7 13/16" - ,♦: • ••' ' ' ' PRECAST CONCRETE OR ' ' MASONRY UNITS ; • " �•' I z :• " '- •^ NOT RELEASED FOR CONSTRUCTION •-• ' • N .• - : •:,,- :.-. ' ': •• = PROJ. MANAGER: ,: ..: ,... ,. CONCRETE OR ,. - 1 " + 1 -} /I CHIEF DESIGNERFM & d� M cwwwt ng Engineers •.: ,. N ,... ,. ,. ,- • • _ .• ., POURED o. ... • .. •.. • • ; . .• a I REVIEWED BY ATE O 00 O o0 00 00 00 00 00 00 0 00 o PRECAST SUMP » » O o 00 00 00 00 00 00 O o ' ' ' ' = " ' " SURVEY 146 H ARTFORD ROAD, MANCHESTER, CONNECII CU T 06040 (860) 646-2469 O o 0 0 0 0 0 0 0 6 OF 3/4 CRUSHED STONE O O O o 0 0 0 0 o 8" 4'-0- g" 8" 3'-0" 8" `� V) SITE 6" OF 3/4" CRUSHED STONE 4•-4„ STRUCTURAL CONSTRUCTION DETAILS \-CONCRETE SUPPORT PREPARED FOR SECTION X-X END VIEW FRONT ELEVATION SIDE ELEVATION THE SAVINGS BANK OF ROCKVILLE REVISION DATE: as as CONCRETE CULVERT END co � A 10-20-99 0 © 1645 ELLINGTON ROAD TYPE C-L CATCH BASIN Q 03-03-00 © SOUTH WINDSOR CONNECTICUT w a DATUM: H: V: JOB NUMBER PHASE DATE SHEET NO. 9 OF 10 a°-_ SCALE: N.T.S. 87546 A10 FEB. 1999 IN UNPAVED ARFAc AW-WrIID roe..c L—J WITH CLASS "A" CONCRETE i MANHOLE STEPS TO BE CAST IN — PRECAST UNIT DURING MANUFACTURE. cn R 0 I z 0 I= w N w Q in END OF PIPE SHALL BE CUT - FLUSH WITH INSIDE WALL (TYP•) APPROVED SEALED JOINT SEE DETAIL CONCRETE SUPPORT' (CLASS "A" CONCREI 0 FIRST JOINT (1'-6" MAX.) 12" 21 ' WAKIMPAD I II-ll\VI oriv I PARKING STATE PERMIT REQUIRED VIOLATORS Z SUBJECT TO WLVANACCESSIBLE ENALir o LJ CC NLAVT UUTT FRAME AND COVER (BOLTED & GASKETED WHERE REQUIRED) /-•ADJUST FRAME TO FINAL GRADE WITH BRICK WITH A MIN. HEIGHT OF 1/2" MORTAR AND A MAX. HEIGHT OF 12". 5' PRECAST MANHOLE NOTES: 1. SIGN MATERIAL - ALUMINUM .080" THICK BACKGROUND -BLUE, REFLECTORIZED LEGEND -SILVER, REFLECTORIZED 2. "VAN ACCESSIBLE" SIGNAGE TO BE PLACED ONLY IN STALLS INDICATED ON LAYOUT PLANS. 4"x4" STEEL TUBE WITH WELDED TOP - CAP ANCHORED 24" IN SOLID CONCRETE. FINISH WITH RUST RESISTANT PRIMER AND WHITE FINISH COAT. PIPE O.D.+ 24" 3'-0" MIN. FINISHED GRADE 2 COATS BITUMINOUS WATERPROOFING MATERIAL OR RING ROPE J GASKET CONCRETE OR BRICK LINED INVERT AND SHELF CLASS "A" CONCRETE OR BRICK & MORTAR BASE TO BE CONSTRUCTED ON MIN. 8" CRUSHED STONE BASE. BACKFILL PLACED & COMPACTED IN 12" LAYERS i —BLUE WARNING TAPE --COMPLETE ENVELOPE OF FILTER FABRIC WITH 12" OVERLAP REQUIRED WHEN CRUSHED STONE IS USED AS BEDDING MATERIAL. FILTER FABRIC REQUIRED IN ROCK CUT AS DIRECTED BY ENG. —BEDDING MATERIAL SHALL BE BANK GRAVEL (DOT GRADING A), WELL GRADED SAND OR 3/8" TO 3/4" CRUSHED STONE -)F PLACED AND COMPACTED IN 6" LAYERS. GRAVEL FILL AS DIRECTED BY ENGINEER WHEN >// UNSUITABLE MATERIAL IS ENCOUNTERED �f CRUSHED STONE SHALL BE USED IN HIGH GROUNDWATER CONDITIONS AS DIRECTED BY THE ENGINEER. TYPICAL WATER TRENCH DETAIL BI 5'-0" 5'-0" „ 5'-0" �� TOOLED JOINT - �� 1 /4" CORK ASPHALT _ FULL CUT CONSTRUCTION JOINT EXPANSION JOINT EVERY 30' PLAN 6" Y SEE PLANS ,, 6" 1 4" FT. 4" CONCRETE CLASS "C" 8" ROLLED GRAVEL BASE JVI N V V TFF•_ IGJ. PROVIDE DEEP DUMMY JOINT EVERY 5' (1/3 DEPTH OF SLAB) REPLACE 1/4" EXPANSION JOINT IF EXISTING JOINT FALLS WITHIN RECONSTRUCTION. S "n N CONCRETE SIDEWALK �--- HANDICAPS �S�GN (TYP.) tJGE DCr-IHIL) SIDEWALK 6' CURB TRANSITION 7,-6, 1►—O„ FLUSH CURB 6" CURB 9' 6' STANDARD STALLS HANDICAP STALL SEE TOWN REGULATIONS N 4" WHITE STRIPING STALLS 4" WHITE CROSS HATCHING HANDICAP PARKING COPPrD m ioimr- CORPORATION STOI STRAP TAPPING SIN CURB NOTES: 1. SURFACE ON WHICH CURBING IS PLACED SHALL BE CLEAN AND AN APPROVED TACK COAT SHALL BE APPLIED JUST PRIOR TO PLACING CURB. 2. CURBING SHALL BE MACHINE. 3. CURBING MAY BE PLACED ON BITUMINOUS BASE COURSE IF APPROVED BY T14F ENr_.INEER 0 U z Ln M TE N � ER MAIN VARIES FINISH GRADE 2 HOLE COVER FRONT OF WALK • d d APPROVED GRANULAR NON - _ORGANIC BACKFILL MATERIAL PLACED AND COMPACTED IN ONE FOOT (1) (MAX.) LIFTS. WARNING TAPE PER CONN. GENERAL STATUTE SECTION 16-345, AS AMENDED, PLACED 12' (MIN.) TO 24' (MAX.) ABOVE TOP OF PIPE. SAND BLANKET PIPE, AS SPECIFIED 1/2 CD. PIPE 3/4' BROKEN TRAPROCK FILTER FABRIC 6'ZMIN. ::� : •' .... •; ' _ (SEE NOTE) O.D. L, V _ PIPE _]' 12' SAND MIN. / SECTION STONE " NOTE: 1. SEE STANDARD DETAIL FOR CLAY STOPS WHERE NECESSARY PG VI_46 6' ,MIN. 2. FILTER FABRIC SHALL BE NONWOVEN CLASS 2, WITH PERMITTIVITY OF 05 TO 01 SEC' AND AOS OF 0,43 mm TO 0.22mm AND SHALL MEET AASHTO M288-96 PIPE - IN GROUND WATER TI : N SANITARY SEWER TRENCH BACK OF WALK VI \ \ TnP nF CRAK]ITT: ni IDD GUTTER LINE � � I ---------------- 2»------I---- I N ELEVATION SCALE: 1 /4"=1'-O" " 2" LIP WITH 5 5'-0" OR MORE 5'-0" OR MORE 6", 2" RADIUS JOINT SEALER MAX. SLOPE MAX. SLOPE 1 1 /4"/ FT. I I ' 1/2 , FT. • . w.•. '.:�,. .. 7:.7•�J2 �h'. +: •`•''•' . t'..,%':'ter "� r11 ' " 8"W 6x6x1010WIRE MESH L PLACE MESH 2 FROM BOTTOM 8", PROCESSED AGGREGATE BASE GRANITE CURB OR CONC. CURB --� \CONCRETE RAMP AS DESIGNATED BY TOWN ENGR. SECTION A -A T�'\/17 4" LOAM & SEED FERTILIZER & MUL( CONCRETE RAMP SCALE: 1 /2"=1'-O" v vr�/'vGL 6HJt FILTER FABRIC EMERGENCY SPILLWAY BARN DOOR GLARE CONTROL SCHIELDS I 175W M.H. WIDE BEAM FLOOD V ANGLE ADJUST NEMMX J.B. No. 4 BARS O 12" O.C. 5' THICK 40M lb. CONCRETE SLAB PAVEMENT 10, X 10' nQn - LI1, .1=I I I=I I I- III-1 I I .. I I-1 I I=1 I hI 11=1 I I' =1 11-`III-I I ICI i I'�'I i I"TI"'1 i I"'I i DUMPSTER PAD DETAIL CONC. DUMPS <ADE FINAL ILLOMMAT10N LEVELS RESULTING ON THE PAVEMENT ARE TO BE SUBMITTED AND INDICATED ON THE SITE PLAN WITH PHOTOMETRKS OF EACH FIXTURE TYPE METAL HALIDE LUMINAIRES, HORIZONTAL TYPE III OR IV HOUSE SHIELD AS INDICATED ON POLES LUMINAIRE, MOUNTING BRACKETS, POLE, AND BASE FINISH IS MATCHING AND OF DARK BRONZE ANNODIZED FINISH OR AS DIRECTED BY ARCHITECT. REPAIR SCRATCHES IN FINISH. 40RETE IS PER SPEC. PAINT EXPOSED 4TIONS PER OWNERS DIRECTION. i FOR STEEL POLE FOUNDATIONS IS BINS BARS WITH IN3 CIRCULAR TIES EVERY 12". MAKEUP ALL WIRING SPLICES WITHIN POLE HANDHOLES. 'ROMDE TWO OR THREE IN LINE FUSES SIZED FOR JGHTING LOAD. TOLE BASE OR BOLT NUT COVERS ME DOME ANCHOR BOLT. NUTS. AD COMPOUND THREADLOCKER Ex MWR BOLTS FURNISHED BY POLE MANUFACTURER �I' III III I CONC. FOUNDATION ECONDUIT AND WIRE I I TA ,v ou,mti BUI wDING � �— 1.25" PVC, XHHW, CU EACH POLE IS TO BE GROUNDED — J ADJACENT LIGHT POLES WITH IN8 BARE Cu WELDED TO SLEEVES AS REQ'D 5/8"x 10' Cu CLAD ROD. 24'bN - �-.-- STUBBED TO 1" ABOVE FOUNDATION TOP. ELEVATION GROUND LIGHT tr-WT Oni p I I- VLF NTS'--- NTS NOTES: 1)- POLES THAT ARE NOT LOCATED IN ISLANDS OR BACK OF CURB MUST BE LOCATED AT PAINTED PARKING STALL INTERSECTIONS. 2). CONCRETE BASE TO BE 30" CI FAR nG m imcp rent 3). ALL WIRE TYPE XHHW CU. 4). ALL BURIED CONDUIT IS SCHEDULE 40 pVC 5). AIM/TILT ALL FIXTURES PER MANUFACTURER'S DIRECTION. 6). TEST ALL WIRE WITH INSULATION TESTER & PROVIDE RESULTS TO PROJECT MANAGER. 7.) COORDINATE LIGHT CONTROL WITH BUILDING ELECTRICAL SYSTEMS AND ADD PHOTOELECTRIC CONTROLS TO FIXTURES AS NECESSARY. 8.) AREA LIGHTING IS DESIGNED TO PROVIDE BETWEEN 1 do 2 FOOTCANDLES MINIMUM ON PARKING AND WALK AREAS. NOT RELEASED FOR CONSTRUCTION PROD. MANAGER: CHIEF DESIGNER: REVIEWED BY DATE FM & d� MCons'+ Ling Engineers SURVEY +4o r,Al<IrvRo ROAD, MANCHESTER, CONNECTICUT 06040 6i 6i SITE (860) 646-2469 STRUCTURAL ►� CONSTRUCTION DETAILS 0 N PREPARED FOR REVISION DATE: THE SAVINGS BANK OF ROCKVILLE 00 w 0 04-08-99 ®03-03-00 1645 ELLINGTON ROAD z'A 10-2o—ss © SOUTH WINDSOR CONNECTICUT w a DATUM: H: V: JOB NUMBER 546 7—AlO PHASE DATE SHEET E E a- SCALE: N.T.S. FEB. 1999 ET NO. 10 OF 10 r, \\Alr-fs2\SYS\DWG\P87\87546\AIO\87546-SP-.LIGHI.dwg wed uct i�u 1a:db:!J1 lava bHb A - 1534'04' A - 04 46'19' R-=00' R = SSS00' T-7"7' T-M13' L - 150.80' L - 46.22' C - 15Ci34' C - 46.21' SU.K CB = N1820jy1w CS - N0670'281Y T.f 7a64 T.F.-85.26 Wu-7254-6' PM; S AVI!+.74.48-N Nit !Nt!=72s4-6' PVC If CXlRI•E V.-69.23-ShSE !t%iMV GF .5ou]m hp.. C.& c' C' !MV -7214 75' RCP SE GB. R.B. FOUND TF.-M12 T•F.-79.79 I R = 5 , 00'49' �.IMlLR WL e13 Pa 120 NV.=76.44-fs• RCP E SM.H. T FIXtA7 WV.=84.57-1a RLP E / O T.F.=7S� f4 - 555•�' T.F.-d7.36 O C.& C' l.P. 9p T - 271.17'-84.16-15' RLY� NW FIN fLYA\D \ ^'Q L - WC48' `' rs' RCP AE O C - 487.29' 15' RCP SE / .¢ A - 9442127' f5RAP Sw °DOIAkE MLOW SNET R - 5aUY (� - N3/4942'li ' SNEr cE1l7av uff (227 T - Sf 37' _ CL4RK STREET i / /� 323 �._avw aYw ,,,,W AN 5*A2*18'11• e� i t - a272' - .. .wi_ n__ ` •\ e. _ ... Erin%-u+tsr�s�► ''� ` �T C - iaov 64;+ V7 C-Naaf'2017d' 75' \ S*T I 314426' 29 / R-=00' 361792.54 j + T - 15778' E 651628. Qa Ga C / .� G/ TF 59 I f 4 L - 307.46' CUP �F•-8a44 � T.F.-617.97 in// / / N!j184-15'RCPS � %�r 73 27" 1 -7a44 WV.=b14.57-15' RCP W ,°/ /Avv a6s-1s' RCp w / - KV-72.63-6• SE �� ! r TF-7104 C - 30t54 / ' �� WV.-M.47--15' RCP N / / Ay +49-8• E i / - NV.-71.23-1s' ! P-9' 1 NV.-7a64-1s• RCA SN !.B - N4139'S4'WAW. ss9-1s' RG» N i -7�is• RCA Nw,� NV.-7229-6'P►C w >_.�NV.-71.13-15'RCP AE N)!-7R54-15' RCP E 65' F.Y. /FOUND /ca C' �� �` LO'1. 11u111E sHaarDER es TF- .36 \ \ \N 2266 1 /rNv aza6-rs'Rcp,s�v1A1N►7FD sr4iES PGLSTAL SERVK.E sNEr 321 &WLR. VOL W1 Pa 208 ! l 12• RCP i r, 1 AREA 40 A:aRf3/ / F.E.S. CR / / I 24' RCP r.F-a396 / � / 65 fi \ `� . `--• _.,., � ,. \ 174447"SQ fT. Avu.-7do3 wp ANFFER ENFIANCEMENT..�,r M 12.100 S.F.) i / I / ' �' I ' T.F.-75.33 D.M.H. l.P. / / •''' "�' .` ••-._ ' '` � �" _" - - - --- / Z St.Al�l LAND SEED WTI'H NK=7�3a-24" RCP f SEED MIXTURE NO. 1 SLANT WITH a4 / / NV.-71.23-f5' RCP W TF-8 .62 FOUND SNET �- J ' 1 / SHRUBS AND SAPUN�S AS PER I / / WV-7z3e-12' RCP S NV.=7ad2-12" RCA NW O � ..� � NV.-7a82-SW 1 -•••• � I 320 ,,, / 1 � J / •' � / � � R.B. ' �. ez ---,. �`' � ' -.. / �,.- r / 1 WV-71.18-24' RCP M i _ r TABLE No. 4. j / �� SET (TYP.) WETLAND ENHANCEMENT FOR WATER wALlTY 5 685 S.F. . � �`' -, - •.._ `� J, ' / / I 1 ( ) N 361123.66 RIPAR1�iN-BI�FFER ENHANCEMENT / r SCARIFY AND SEED WITH WETLAND TION AREA "B' R r _ SEED MIXNRE No. 2. PLANT WIT}! / -� / ,. --. •`' AREA "B' (3 f8O-S (2.UCf`S.F.). �, '� �REMOYE MULTIF1AFtA �AO� _ I--+�wW rn�".nsw'Rc ,n" 'i+lc AtitA r' 1 �i F"«'a" i l Ef�1EROENTS ANt�Rtuic �c e�ev M PL>A�PER ABLE NO. 'LM PROCEDURE FOR �S.��A� PLANT AS PER TABLE No. 2./ - • �, - '� I I o G H.EMa. 7. T.F.-8262 - i•/ / �' // I FOCAYD NV•-7a27-18 RCp ME , / / 94 •''.• ' .r• 5,`' ,.9? = -,' r"� / t- ' k 226 1 I t 00 T.F.-d206 / /'( i/ e ` - \ % ` J. / ♦ �� ' \ I SK/d INV.-7d86-15' ACCW SW / / / fO/ ' f " l 76 l .-..- / ` ...•- FLAILED ••,;i;1' T.F.-77d3 itzoll 42a lop! / 19 0i / 'SLtiftaO'DO \297.92' r T / •�a oo (1s FiA, rr:-61.9s � o � � .� � �, -' / / RN.-76.76 (6 ; PROP PIIOP c V. / -\ -- / `ice N,1 1 N-7B70-15' RCP SE / / F.ES r / f \ � „"� I , ! NY.-7a71?-fY Rcp NW 15• RCP NY.� / \ / _ -7a70-15' ACpYP Ap �• F.L-7a16 � /l ' f 74 / 1 ASQEA =Eorm 1as s PO P GR / A>ta,POP�- 0aVS7RV07KW WETLAND ENHANCEMENT/RESTORATION - _ 47l a1J SiQ. / r BASELINE / �b• (7.070 S.F. `� 2 1 SCARIFY AND nAiD 47 wriH SEED MD(TURE No. 1. / - T. =83 00 // ! ; -�1 �{ AS PER TABLE No S. ` rf.r . ?s f : r /P-RalosED NLC-79.20-15' RGP SE ' AVY-7a 50-3-4• ACgA�'S SW J ((/ / ,Yr N��"! AW..71)10•-is' RCP Nw t / 1 / / \ - f. ' '•:. 8m_ 7Q'00 \ }, is «..:}} i '• :: ;.i i:- '' - Ga C s / �� % �� / \ �y :?x'; f, ;• :•r / I T�I11•rK T.F..7226 •�, ) raw NV.s7AW-18' RCP E ✓/ /� / l T � / � • �r r_• " ' ' .� / / °MVMI� NV..7R71-14' RGP w 1 ^ ` ' J l I ij / •ri' ••:rf•�z' :off•'••••r' / r i �� "mr or ��IONAND ND7FAYE1M1. NrDR EMMM '? :: - / : • :: • • : ::::: •?}• / 70 2 PROPOSED WATER 3cr4M TD .%?},. .:: �i, «. �.�},•::r: }. :• / Cp SY / TF-M \ 1r COW= TO DMINO 1 A70 ?. / r, : • :: : f.:: , : / FOUND M.5 /i•'�21�1 f r CMAN AS R£QURED of IITIJTY f,•:: rig .,-. '::r• :::: �:; •::?�'.tr}, / / I NiV-703E / �1111_+ r!1 Z6001 }:•:��. �;••�:_: ...ter} � :• ::•}, }• •' i.:l:• .. / DIN�STER PAD � }.:• •}:: ,. �;� ;•=r,:(• f,• - ;: f, ;: i,• :.r::; i,• : ff;• r.:'r: ; • :'rf�•� / /fxi :}} '-;Sr�•S - •-:•- •+},?` .: �:�Y �}?.'•Y % ..�} •r},S .%�: ,.y LIMIT OF INLAND f / / '^,•` _ / J \ WETLANDS (TYP.) --ix•,•^:i�--t t'•r.• S}"y:Yr' Y-• t••-•Y• •_. •. .•..w•Y.}:. I ///`�/� •: y ;: ;it •j,;: •;.• :;'• � :; • : ••'j'}.` •'?}. � •'?}.� ••r}.•''",•,:-.fib,:•;, ,,•f: %:i :•�:..%rf : .:}f : ;:}• • / -\ � / I 9c ..:' • ..r:' !�%.i•:• sbti i:- , Z.? j:- ; sbti'd�Y• sbti •+"' .sb1 j::� :}: i•:•.:`bti :::r'irs '� ':bti •i:: ;'i•' •• N \ •rs ;r ..i::rs:•.r:•• s;,..r. r:•• s;,..r:-.- r}i:: ;':}ti i i v ';}. ;•;},i .s}}•- .?}. .'•: .?}.-Yr.r :r;:r' Yr s:...s;:rs:...r:_rs:.•.r::r.•..r::rs:...r: � � � / \ �i;.;, �; f : •; :: : r : ::. - : }, � �'b. • r: . r}, i. - , r}, . ,S f� • :' � r \ S h '�•. - •• ?r•• : ; .,:; : : ; .• ?r.• •'r},.%ri,:• �...%i}. ` •'}i i' ;:%}i ;4}'• _ _ _ Sr % / l ��jj w ., ZY \ "•;�`=•'•s..y'-err :•�r',.....=.t .. :•,;r.isC'•s�F,?:�:si„is�'i}f•��:�.•?}•.s}t'i:'.: .. 'f \ �r •- �t}• pry. ; •.- •,f: ••:r }f.: ;r :.:•:r:: r�r::.,:f; ... .:r.;.•. ;: \ \xz SrW.LIt VOL. 548 Pr^ 15 SMH -•�•• - - •�'�' -•.-.•.a,.•.:�•r -r•• -� `• --- -'r.� '-rr.� '•rr-'` - ••r' '•- -•r'' -- : r:• / � � i \ � � i T.F..62.90\ � : �.r � �: }. +•• "'•. ;+:.:,} �••• r �^�� ..fir• ti ::Y L /I sW.LR VOL a1ff PQ 278,:f = ,:.f,= ; r • .,_ ;� • ;;:. _;r::,,.:..:.•.�-:.;:1:.... .... ..:. f � " sas,7•�,�, •� _"'_J � 47 ��,, • .r.:• •-rr, i -tt ,:ir, :r: '•r?. }, ��..3 �r. -..50 `AID ` ~. ..'• :'::"' f, ��r ..•rr, M ....•r}, �• ii • :•ri•'' .r• i. �• _ �._�. / / SAIET STRIP OFF EXISTING `ID •:ri•:if. L•Y: ;5. :• }}. :� ::}i:..:fi, i•Y .:}:.:• ! WET MEADOW• .::• r.,.•.: ..:. -: • : D'sr. NQs�5: � }.:•=:••:?}. .gib :•: ;:i ;:}f :::::fir}_:.�• ,;;r:: N/ie' ( �: N/F ran or .vwurn n.u.r -^ _ •-ri' -- •::. _ ,. _ c. EZ/ZA 1H Q IIAlILLOY _ (FALL) TO PROTECT AGAINST \ �_s• : ••_°::�•i•; : ;, •;..,.;, RIOVA�D & KEZLEY�••.,� _ I.P. 11.PER Lfom D jIN 1RAY�!(�E RATE MAP, PANEL 5 OF 9, COMMUNITY PANEL NUMBER ENCROACHMENT BY PHRAGMIIES•. '- J• ••::••-rr• :• `•:::„• '� S.N:LR VOL 'S19 PSG' 13Ci 019003 C, NO IVt\ -YEAR FLOODPLAIN IS PRESENT ON THIS PROPERTY. s+I". V14L 282 Pia e •.fi. ::r : _r. =s::f `�= �'�• WETLAND ENHANICEMENT/RES"TORATION (41.045 S.F.) TO BE PLANTED WITH LINING R'OOTSTO(d( (1-0- '1JPTE3tS' AT A RATE OF 700 WOODY roues PLANTS PER ACRE. WIL �Q SHRUBS � VARIETIESSAPUNGS. OF A MINIMUM OF 4 VARIETIES OF TREES AND 5 VARIETIES OF SHRUBS SHALL. BE USED. AT PLANTING TIME THE LINERS' WLLL BE OF A 1 FOOT MIN. SIZE. SUGGESTED SPECIES ARE FOUND IN TABLE No. 3_ PRIOR Tn PLANTING SCARIFY AND S® WRH SEED MIX7Ul8: NO. 1. SS MCMC WETLAND CREATION AREA 'A" (8.3G0 S.F.) FOMID EXCAVATE TOPSOIL AND STOCKPNE. RaIOVE 80-12, OF SUBSOIL MATERIALS AND REPLACE TOPSOM- GRADE 70 MATCH EXISTING GRADES IN WEI LAND TO WEST. SEED WITH SEED MIXTURE No. 1. PLANT WITH SHRUBS AND 0 , OWNER/APPLICANT THE SAVINGS BANK OF ROCKVILLE 280 TALCOTTVILLE ROAD VERNON, CT 06066 TEL. (860) 871-1859 TOTAL WE I AND CREATION :, 10,530 S.F. OR 0.24 ACRES TOTAL WETLAND 53,800 S.F. OR ENHAwCFUFWr/RFVrr»^mu_ 4 024 A w TOTAL NFARIAN 15*M S.F. OR BUFFER ENHANCEMENT= 0 ACRES TOTAL WETLAND MITIGATION 79,590 S.F. OR 1.83 ACRES GKD. MOM !P FOUIVDQ FO M SAPLINGS 8 O.C. AND 12 O.C.. RESPECTIVELY, AS PER TABLE No. 1. NOT RELEASED FOR CONSTRUCTION PROJ. MANAGER: CHIEF DESIGNER: �i� INC.�COnsut REVIEWED BY DATE O fti9 ws SURVEY ' 146 HARTFORD ROAD, MMNCHESTER, CONNECTICUT 06 440 (jj N (860) 646-2469 a SITE STRUCTURAL z WETLANDS MITIGATION PLAN g Z PREPARED • FOR Q U TUC �A�/IA�nn E1A►�1A� ...- o � REVISION DATE: T fTC JIAVIINl7J C$ANK Ut KUC:KVILLE 50 0 50 100 150 Lei 04-08-99 ® © 1645 ELLINGTON ROAD Q ®10-20-99 0 ® SOUTH WINDSOR CONNECTICUT SCALE: 1" = 50' a DTUM: H: V: JOB NUMBER PHASE DATE FSCALE: 1 = 50 87546A10 FEB. 1999 SHEET N O . w i \\Alr-fs2\SYS\DWG\P87\87546\A10\LOGAN.dwg Wed Oct 20 13:12:00 1999 SRS O Y C 4J U) Q) 01 ti ClJ O O N r Q) ClJ d tv (J) D N 3 3 O t Q C) 3 O / C'. ,J7 Q' M T Q) U) F-- U W 7 (7 rr 7 t-� wW>-N-Ozo co 0 CT) Cr 66 0 Q CU a 3 O C\i , CD 3 m m L0 m rn i w CD cr— WEST ELEVATION SOUTH ELE\/ATIQNN 6 3 .2 4 I '7 f- -- -- ROOFMEAN ------------� �..5 :.•M _ ._ ._ _ __ _ cv`�.�a�.v.V.M+ousu,mm.•..••.rnu.n.1tY_•'••a�WMs.....Y^^LR�.'Tas/D✓il�#.r..'tu w•i1 • ......^w.v'.._..... �. • a: xrvaum..a'•-• 20. .. tvnw'ntr.uva ._....._._.....=_:.�-�-••.-�=.r:.� •: �,fx tY•. 3`.�-�£.'.Vi:�i:.., �•y kl'"'£F_�t.��.....:-'.J�.:.45.4.y+ :!4t^SY::++-?.4.Yid�4....� � @::.7f�_:: LY-av_.u�qx..'...�P:l_^�2^.'.;��"S"E.eEY*-4 -::�5T3� " 4'�'i: "a+!ice t• T u - 4 _:..._ ._ _ 3rd FLOOR i lot- Lr�. r C .tl. 7. - nd F LOOK ,.t r x.� ad _ 1 r .. _ .. syT t C .V.f .SYi•: '.F: i-..:<5�... y.':: ..1>•_4. z: 1 y - _ 1 .tom. 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TIMBERLINE ULTRA 5LATE BLEND OEIFS TRIM -WHITE GBiiIGiG - IGF i?EDLAND BRIGiG Co. - HAR'iFORD RED MODULAR. OVINYL CLAPBOARDS - WOODBRIDGE -MASTER SHIELD - CEDAR O6 DECORATIVE WINDOW GAP -WHITE n-7 CLAD YtiINDOWS -WHITE NORTH ELEVATION YYV ■\V •-�-1-1✓T DATE : i/5o/aa SCALE: DRAWN BY :5YK m a 0 0 z 00 0 NO 0 F- v F- L) w Z Z 0 0 0 LL F- Q� Q N Q w w NW {.L U) N� Li W m 0 0 ww>—w_0Zw 0 CU 4-) V) cm a) CF) CF) Oj cm. CU cn T3 a) 3m CD 3c cm m J- cn C-0 cu) 17 cy) (n C-) LU C) cc- CL zz lox cr - - - - - - - - - - P00I cn ------ — --- uj . ... ... ILU ..... .. .... U, c/) I.. . .... . ... In cl� I - - - - - - - - uj co ---- ---- ---------- Ix '1771 7 1. T7 ........... ----- -- ....... ---------- I7 7. - z:,-: 17, '�"= --- - ------ II7 LILL IU I................ .. .... ILL LLJ ------------- WT7. IIU ... . ........ ----------- ------- ---- ------- 05 I....... ... loop: Z:1. 7Z. .......... MA I..... . .. . I............ .. zz=w 7 ........... IIZ7 Y70 If viol ON 7. -7 ......... . =-� Ei nil a :r-,:.: ------ II100., 7:� 7- IMali or 110 ...... .... E ry ill--. it .. ......... F1 i 1-71 ILL _LL HLJI - ------ n F�? 7 �4 t= I t= /n Ki uj JOB NO DATE SCALE DRAWN BY