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HomeMy WebLinkAbout98-65P_TOLLAND BANK SITE PLAN OF DEVELOPMENT_ELLINGTON ROAD3P I A1,41 "N 4� 44"._ 'S +l 'Y t •. y. •, _ ' i' 9' a 1. �' _ �5 k. 4. 7 4" a jr Of k 4,7 t It. . 4A. Existing Non —Conforming Frontage. 4stParking Requirements: Alrl� Financial Institution: 1 per 250 sq. ft. + 1 per employee, 1,846/250 = 7.38 + 7 employees Retail: 1 per 200 sq. ft., 3,1 46sq. ft./200 sq. ft. 15.73 spaces �'4- Total: 15.73 + 14.38 31 Required . A" 79- 7- W fV X! 4 SHEET INDEX 4 V,.,. KEY MAP 1 COVER SHEET �'o A 2 PLOT PLAN "Y", "U., 3 SI TE PLAN "I �A . A 4 SOIL EROSION & rA_ n', qpnw P"N T r0NTPnI PI M X�4 #'i;l X PLANS ice Z+ b AZ AKUMILUMNAL I NOTES: TI-C-51E DRANIN66 ARE THE PROPERTY OF DES16N PROFESSIONALS, INC.., AND HAVE BEEN 14 Ll LANDSCAPE PLAN PREPARED SPErIFIGALLY FOR THE OINNEWAPPLIOANT FOR THIS PROJECT. THEY ARE NOT Ur To BE USED FOR ANY OTHER PURP05E OR B-Y' ANY OTHER PERSON OR PERSONS NOR XRITN PER15SION OFDE516REPROPLCZP IN ANY MANNERftT+iOUT ^Mt'r -PRI.,tl f ft -95 PROFE IONALS, INC. Z r—% It A A r% q fi N THESE PLANS ARE INVALID UNLESS THEY BEAR THE ORI&INAL SIGNATURE AND IMPRE55ION 5EAL OF THE PROFESSIONAL EN61NEER OR S1JR\/EyOR. 4 ue SOUTHWINDSOF, 7. _m A. 4 100, fl x CALE 1 S A •'47 ANI Ac —30OB-1 TH —30OB-20 OF THr.•E �_ iv IR _0110!THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20 RU 20 E OWNER REGULATIONS OF CONNECTICUT STATE AGENCIES — "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF APPLICANT CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. THIS PLAN WAS COMPILED Z REV: I:?ECEM5ER 18, lcicI5 HAVING BEEN OBTAINED AS THE RESULT 7fiAK. "A A wt­ wjW 1744 ELLINGTON FIELD SURVEY MAY DISCLOSE— 4 ATE. NOVEMBER 13, lcicl& REV: DECEMBER 1, lqafa OF A FIELD SU RVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE AN K $9 FROM OTHER MAPS RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION. IT IS NOT TO BE CONSTRUED AS�,-.e,;. TOLLAND B RICHARD S. KELL ROAD P.O. BOX 156 n r TO THE BEST OF ANSE) ,-F,--THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 5- TOLLAND, CONNECTICUT 06084 SOUTH WINDSOR, CONNECTICUT 06074 12882 4 SHEET 1 -8761 RICHARD P. 14ARTEI TEL. -25001-11 TEL. (860) 644 i LIC. No. 1. (860) 875 01- t iFi ;,'A _7 W." - 4 1A 4o• j. A L D VE,LOPMEN S1 E PLAN 0 na W. 417 -st @ e 4 % -71 A �1 04 4 4, 4" - z 43. "14 prepared by* i� < 7 1'�, A. M K, I I EQ, V 12 U B A IR S A 4, y AM ■ moser PLANIMETRICS fly U A F F esign ■ pilon a�����a��� 00rofessionals, inc. ■ Landscape Architects Development Consulting Planning 6 Zoning Consulting Civil Engineers •Planners - Surveyors •CIS nelson PLANNING ENGINEERING DESIGN 136 Simsbury Road MAP LOT NIF ABUTTf-l? LIST architects 165 South Satellite Road Avon, CT 06001 South Windsor, CT 06074 (860) 677-5267 270 Amity Road 4 9 50 16 8441 F. 32ND S r N. SUITE 200 GENERAL FINANCIAL SERVICES 30 JORDAN LANE WICA117A, KS. 67226 Fax: (860) 674-2693 Woodbridge, CT 06525 51 3 1744 ELLINGrON ROAD KELLEY, RICHARD S. (860) 291-8755 FAX (860) 291-8757 WETHERSFIELD, CT. 06109 (203) 397-3600 FAX (203) 397-3642 48 8441 E. 32N0 ST N. SUITE 200 GENERAL FINANCIAL SERVICES WICHITA, KS. 67226 (860) 563-6164 �5 0 63 7 P.O. BOX 415, F. WINDSOR HILL 06082 S. W "NO CONSERVATION 7R. INC. 11 CIO SHEPARD, P.O. BOX 415 SW LAND CONSERVATION TR. INC. 64 1 1407 SULLIVAN A VC. AAUFMAN, STUART RICHARD S. KELLEY 46 1720 ELLINGTON RD. 1708 ELLINGTON RD. SPELUCIN, GARY C. 47 48 1700 ELLINGTON RD. GAETANO, NUNZIO & GERrRA U0 & SICA 49 191 FRANKLIN A VC. wf8sTu cowr ASSOCIATES RARTFORD, CT 05114 47 50 1676 ELLINGTON RD, COHO, JEFFRY W 48 46 74 "N CS F D A D O sou i� D 0 0 (C P PERBUSH TOM HALL —EX. 8' SEVER w (Pvt) ELLINGTON ROAD RTE 30 194 T; n A AI 0 LIBRARY Ld A. 3 ZOMV Data Block ZONE: RESTRICTED COMMERCIAL (RC) USE: FINA,NCIAL----INSTITUTION/RETAIL/OFFICES ITEM REQUIRED/ALLOWED (RC) PROVIDED Lot Area 30,000 sq. ff. min. 43,331 sq. ff. Lot Width 150 ft. min. 148.6 ft.* Lot Depth -tv",­/X0" 150 ft. min. 290.4 ft. Lot Coverage le/. 25% max. 11.5% Impervious Coverage 60% max. 59.8% Building Height 45 ft. max 21 ft. Building Stories 3 max. 1 Front Yard 65 ft. min. 79.2 ft. Side Yard 10 ff. min. 11.3 ft. Rear Yard 25 ft. min. 138.5 ff. Parking Spaces 31 spaces" 32 spaces �,. �7 y r' i. i t � -� Tt s L : �-, , 7 r' 1: t j� F' : iC., _' 1. A 3� o '$ M d �. .'L'; li , 4 ;55 V _�I � .1'1' '.., ,I.. �. _,:m V 4 a FI k v 1. I >` I ' I � ' R., , ;t .',�.: 11 1 J. ; , ��r _� . � ' k p .i , . - I ��t�r�"`It` r.l : t 5�-'11*11," ,I 1p ' t Swf I _ s ' I :' 1 I' 11 } to _ `( 14ta _ 4, ,, "4 .: -( t+ f' I , Clio o-l" 1, ,l x-I, i 1 ,; f rlfV.r ° r " ' ` I' I i# Y 'I I `' EX. 12" WATER r+} a ., ,c c : - `S .-A ., ,T�-:-.;fir, r ... .I .. T ..- �,.,, , s, E, .:A,v - - r a.:r .- " -� . "': r lF'Y' .IL-.. a'7r .,�+'. .ni ..�. •".' :.. •"F: .0 �yy.�if%' � } �. .Y .,.,�." .^-.gam, .,t '.1 •'t.," �` 0- ". >, y1 'n •. s { ill' lr, 1 Y. p�' �y� g , F-."---1l �t::. # x l :: : _ < t Y., r :. x. _ -, � w 4 e c , . ", L K •.; : .. �- ti } t h i �- r .r } .., 'r+, +�'y .Tr '� +S1. - - 'l - 1t 'c r - d, r k , i • t a• ! . 1 1 rY i711' T T e. t. t 1 A- ] I413r 'i I r• 1' x..- ti _ _ •Y.� > e - i. sit �;:> �' t �� x s r J' ) Y. 7w' 1 �, 1. ,1 >!) .i fir, . K .t ,-X. '^A'.'i Y (: f W 1 `1: 444444 •. .w _ .. 4 ro 1 f # x I11�t„ '4 , 1. I n . ,... .. . ., .. , ,.sa' _ ,r `_',ti•• .•, i•,f+ -,y! ') ;ti. ' 'iI ..t'' `? - . v ^�. .. g�.,1 _ - r 1 .1 ., l'. ,•,• r! {; ,.'y r?' :i ail- 4 J,OO.::. S, ++yy�y ' C' �, `'JD•' .',ti y: 9a''•��, +'}. y'Il ,iF'. .r ,v - ( 1. 1L - .}' .•F -.,'!. M 1,Ci'�: ,;..., .V why.. iC':Y,, `4-• _ /'._ I 1.E.o. MA RE ER CES.. h ' ;'- ,� _ .}'. .,,,-' ,''` 7l" -r•.t 'r. .i:1 'r... a' ••r ,t .>a. :'4'` 'ne. ,aF { �1, .F ,` , Y �d c .' ". ,t -F. t' rs C, t a �' ,. c 3. '. `„ w. 1 . 4. .� ,a. 9# 1. CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY ;, > . y t 4Ny `x: LL4�' MAP TOWN OF SOUTH WINDSOR EAST HARTFORD WAPPNG i 4 s .� _T 'n I � ri� �� � .: '� � � ` { R ROAD FROM WAPPING CENTER WESTERLY ABOUT 5200 FEET. -- j , �; " Aft +�: �:. i a it p { a 1 }+ a i`�e4: ,l $ .:. ..,u ROUTE No 15 SCALE 1 40' OCT 31 1932 NUMBER i2_Q a -------- ---------------- YyT UNDERGROUND TELEPHONE' 4 3t ti �. ' . d SHEET 1 OF fL.. r., .ELLINGTON ROAD R TE. 30 .f. " y . I 1. 4 } 1 . i' A-, A. FINANCIAL r it x 2. RE -SUBDIVISION PLAN PREPARED 'FOR GENERAL F C L c SERVICES, INC. CLARK STREET DEMING STREET/ELLINGTONw' EX. 8 SEWER 1;• ,s I ] / „ .� �. _ _. �. _. _ _. _ �. _ ,..�C�—, �. .� ._ _ _ _ ._ �. .. .. �. _ ... ... , _ '.`� , '°;. , 'y � ,�" ROAD SOUTH WINDSOR, CONNECTICUT, SCALE 1" =50' "t'n ; S.M.H �' �� T - ; I T.F. H. # , ,�' ;a w T� DATE 9-23-97 REV TO 12-03-97, SHEET 1 OF 2, ''~.r `, ; i :: EX. PVC LATERAL INV. 73.so 1 < ? ' JOB N0. 97221 - F.A. HESKETH &ASSOCIATES, INC.µra-..� ' REGULATED 40' — —1. M - 6 x:l I ,.. , . I :y .:a WETLAND SETBACK4� _ s 's ;� 3. PROPERTY MAPPED FOR JOHN G. SAMSEL, RICHARD L. MAH0NEY I .;. , — — — - � _� . ..� , , i' & MELVIN B. MARKS, ELLINGTON ROAD, CLARK S REE , DEM G �,� ' .5 e. _. �,tisr�,..rQ-_-•"—boa 1..+ >. „: ,..�► '�'e" J. .. K f , ] 1.STREET, SOUTH WINDSOR, CONN. SCALE 1 '=40 , DATE AUG 30, INV. 74,70 '-7 / - �, ', 1988 REV TO 11-9-88, PROJECT 87-546, FUSS & ONEILL, INC .I S89'41 55 I _ j, ti-icy. �. � � �� i � � ..: .'• � ,K { y'.. t. .`. ,f <'b'o`L$ft . -�'r J t:t ,Y. #J,>v .,�. 148.60 i O L-Er NOTES r 5- '4rxf s ,> � i PROPOSED z2, + :t,u. I § *. tr,. ,',.',1. SNET222 R, -. _ '} ;o. • -$ ',.. .� .v . J ;r:•e'Ti 'i .i.t. r �•,, et�.i 1a '+.\ :,-.-.•v:T�," 'e'. SIGN N /F GENERAL FINANCIAL SERVICES, INC. ELEV. TO 83.0 I I FLEET . _c. - . ,. .. — SIGN � •` � 1. ALL MONUMENTAT ON FOUND OR 5E IS DE IC1`FD ER y,. 4 `, ;. 'f i `# r it� 4 ' _,1. I T P F) EON .. I t , a ?F , 44' Lr ' ... �J.1 I TTYP. 11 Q ^ A ^ .' , r `{:, 2. PARCEL IS UNDER OWNERSHIP OF RICHARD S. KELLEY' x1 Fi , I . . (PER VOL. 548 pq, 15 OF SOUTH WINDSOR LAND , RECORDS),'.,:`,r 9 TYP. R5 L CN N R5 �I I (\ EXIST. WELL TBR 11 7CA.S R5 EXIS . (-1. : I WL I IN65' FRONT YARD I TBR SIDE WALK - Ir 7* 641-' I WL St' 1 T ' 7 C' R I S 1 �f 1 j A+' I I I I i I 1 I I + J I RENTAL I RENTAL 1 24' I 1 1 I 52f' � F F 88.0 I d 1 1 1 I r BANK 52* . ' I I I I APPROXIMATE LOCATION I I I I Y I I I � I I 8t' I I STOP SIGN I I I - I I AND STOP I W I 6f I I St' BAR I w. T fL� - 64t' I_r � 6� -- I __ � ON wA . _w_ � N {n N F t moo. I z ;i II I I RICHARD S. KELLEY �-- Ifl J 5 II APPROXIMATE LOCATION I I ELECTRIC fl f1I 40 REGULATED SETBACK I TRANSFORMER I I I -- I I I----�__-' I I I I I I I I I 4' I R10 I I I I I i I �Zo P�� I I I Ln . 06 1�P,o I 1 r� 4- I No o I 4_ I I a GJ� W I 3?1-��, -- I ------ - I --- ---- - ----------------`----------- GATE I I WL 1 I ` 3 '. '. `y .. ..ISM �%.. " _, p .,f C HORIZONTAL DATUM BASED ON NAD 2U ` t , P c,;,'j,. i _ i:`, ,0;� 4. `r .* VERTICAL DATUM TAKEN FROM MAP REFERENCE #2 � . 5. O a= WETLANDS FLAGGED BY HIGHLAND SOILS OCTOBER, 199$ � '. '-: t- 3, : ,' yY� AND LOCATED BY DESIGN PROFESSIONALS, INC ¢ 911 5,w ham. `T11 6. PROPERTY AREA IS 43,331 sq. ft., 0.99 ACRES �,_. �` Y- � 7. INLAND WETLANDS AREA ON PROPERTY IS 1,970 sq. ft., 0.04 ACRES. �` r �r,tr "N 'Ii ,. v a , ' " -' '. a i.' fr¢: _ . f "i 0 a `* i�ce' ' t I t ,.''_ '�y v ,, . ,t._ ,_,, r "�b.'. i !ki I RCFFI�" 1540 i JLLIVAN AVEYLE • Sot111! Wk{O3DFt, CT fl%D74'78G '.� _S J I AREA COPE 880/644.2511 v � ? , FAX 860/644.3781 , v: `� J { . '�• t ' , r4 t T w', f 4, r•. {r..-. ; December 17, 1996 �.; - ",I ��yy�, T. % .. Certifccd Mail ; by' m C -,, Craig H. Porter, Vice President > . 9k;.x Tolland Bank - x. ti_-; " ,. I P. U. 13ox 156 " f Tolland, CT 06084 . -,, ,, 1 7` - '1 A +- Dear Mr. Porter: Re: Appl H98-bbF, Tolland Bank, Ellington Road, South Windsor +, ,,'��` At the December 16, 1998 regular meeting, the Inland Wetlands Agency/Conservation Corninission approved appl 098-65P, Tolland Bank - 1WA/C;c permit for the construction of an office building, parking area, stormwater structures, and associated improvements on pmpPrty located on the southerly side of Ellington Road and easterly of CIark Street. RC zone (Assessor's map li5), parcel 1) as shown on plans prepared by Design Professionals, Inc., and revised through December 1, 1998. This approval is subject to the following conditions 1. One blueprint copy of the entire set of plans and this letter reproduced thereon, must be submitted to this Commission. This mitat he completed within 65 days of approval prior to any construction activity on the site. Plans submitted to Planning & Zoning Commission ahall be considered having met this requirement. 2. The application shall indemnify and hold harmless the Town of South Windsor against any liability, which might result from the proposed operation or use. 3. The permit is valid for five years and shalt expire on December 16, 2003. it is the landowners)/applicant(s) responsibility to track expiration dates and notify the Commission of a renewal request at least 65 days prior to expiration. N ?f �'. 4. All approvals required must be obtained and submitted prior to any activity on the site. �. S. A contact person shall be iden_tifie_d on the ,V* f -, -. _ 6. We recommend a bond in the amount of $2,000 be oubmitted to the Planning & Zoning C:orrunission to ensure compliance with the Erosion and Sedirnmitatiuri Cuntrol Measures. T. The existing building is to ieruoved off -site. "` V; '' I. � �• ' .1 I Very tsuIy`yours, ., �.` A i a11k �* ,� , ", WL5 I INLAND WULANDS AGENCY/ `4' 7 ���, ., I CONSERVATION COMMISSION �L ' _ti 25' EAR YARD I � � K, 1' HIGH 2" STONE �. 1,,'� WL2 BERM WL3 WL4 I Eli2MVth A. Wxrtrri, CilairmStr pia . t,h;. 150.00' EAWJpmm A /,� . ; lk -- -- -- -� -. LP Is o.+a' sourH LP. IS 0.62' SOUTH N89'41'S5"W OF CORN RST ., t. a�'' �. . "' - ? .l Aid,, • x 0.05' WEST OF WL7 F : Co: Towri Engineer .. T `3 CORNER Planning & Zoning ConuWsslon y %L r, -<" o 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE rn � INFORMATION. ALL EXISTING UTILITIES SHOULD 5 2-19-99 4 2-5-99 oW„ to BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 14C) 2- ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 12-21-98 ia) BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 2 12-1-1998 1 11-16-1998 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR, NO. I DATE L �' is C , r-::. '; 'his W�_,i•W.' mt', �.. ' s 2- , 4 �'.l� . ' ' , hrcf B l�i� - �z D f Professionals, . _ , •' Design Pro r on s, I ox . .. ... . • , _ -- ---. - -- ---------- ----- ----'----- — r: , r t .11. 1 L:. s Y: a' r'' i s 7o . r `i� _o. .. ` I..1' .. '> , .i$ . 5.. to , f +^ * . ]', � _ ,. .H Y t'. . T . T K' �Y ! e ,- ? L i T. y" 1 "•I r, ' '-'' i _ , t. , • >. .,, � �41w� o r . ,.q,� �,T. ` 'fir +,, - "+ n - 4r sr . y •'i r n - +,� w ' .,, -. , ... {{ :,;rt' '. t� , rr r'I',. .p:;ei -'�' t• v i = # e ..,,r c' ,4. i. ,€ i d 1 f d e �; ,.I. w ,. mG , t. e a «6 r 3r st :k' '[, „ � ,thy` :;:;.r � ..I' RL ai � F. + 1t ' r R'lf - t '�. .. ,C •1 ai - 'k p N 7 f A., ,� z . ,. i i +' . r - , , . , , �- *C oa 'i '�ti - ,p 4 1 ,� �, y+'1 , , .�r 'i S . 1'r. = a i ; ' s ,vim' *tie $ g r, : a, �.,a 'fi•' <. ..r: 1 y.;. F a. 3t: _ - - .p - ` 1.i » f ter, w y �,1 s'' '. xt. n' d *r .. .. -. ,' - _) the , , th : _ ,,6 ' '` �i -. --.. ..b °..: r. t '.. ti .. , . i , .,. .. x: y- .,R i''._,- ,E'; a:. .,ji §'^y''"Y v "i a x n ; c,rr'7 T;.. t•z�,, . >v4.'C' t ,' ..T- ,. -<,. >. Y' .. - -. { �. 1 '•{,1 >.,.,.. A Q• ., -t..' Ali Y'.li, �t'N.. -.Yr.. �� ,t r f 0, 4 .rS ! .. > . •.,' . <.' +<,a .'-.' 1.. : ,,' , r, ,, .L.. rr `!).t. , �' 4.. }.- -.k, :: �I: -'S' j., !e i ' •74i °fA ",•r'S•an +p�.� n y rr �+� �;♦ ' SHEET REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b- 20 ;1 � , �f .t"-, I ,`'' ) - '. 860.291.8755 "' � -' * t <+i;;''. i �' � : ' , 3 t , RESURVEY MAP PREPARI D F- R, 11`, .,il OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES MINIMUM STANDARDS FOR SURVEYS AND MAPS IN tx n � i I�11 OP EIIBT Y S Ull VEY R ESURV]EY ,i, , } � - r _+ � .;, .y,' + "�,„ ;.,,. �., � �r C �?. .:, s a- ✓fie Architect Requested RA 4 - . { a' r,';:, ,'. . +'.. ll `.`. r t�. v�ni4 ;'+a�t;�•g�i Y • THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. GRAPHIC SCALE ', .I.•.y� + "'• h. 4 �'t� r ••., l " ' !.� ,,jj '- ` M - IT IS A RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2.2 i _ -r'_, r • ?.�.' ¶ r� ¶ /� }�q e Architect Requested RA 20 0 1I I 40 ��y :S ,». •...'. r� t ?_:.; n, 1� �1L®ll �1SSL111�7 #{ t'41 esign w -.. a,� _�., ►Tolland Banlr Relocate Dumpster Pods RA TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.vf� w` Villr r S.W. COMMENTS RA , &rofessionals, Inc. : DES/GN. RA DRAwN.• RA CHECKED: R✓A y11, °+t, ���� �°a ������®� ®�� .�:'i� _� NOTES RA 12882 1 inch p0 ft ,- '.�) t JOB NO.: 9fj715U DATE.' 77-73-98 __ ____ #,, ! Civil Engineers • Planners • Surveyors • CIS `� 1_lC. No. I 1 165 south satellite rood - south windsor - connecticut 06074 DRAWING NO.: 981150 south winaor Connect* Ut 1/ DESCRIPTION BY RICHARD P MARTEI r : F: �`I ..,1 __ 1'+'c "-F� 3' ;,,'RL-v r,. ,-yT �5':'. - •+��� >.isa[',. - - - - _ . ."•' ¢ i "RC: . 'r.' .a1+:. - }.. •"-f• t',ii•.. I or•.,r. -. •'A".T `#... F"' o ♦ t: . r o . it '• SK " : yt 3, �/i L' �j,. sr.': c N `»& _'• + ,IV A, t . Tt 'i x i ,.. : ' r- t •fir .i''' i 4 .ate *, a �rs 1. r , 6 Tv ( a 1. N 7 ��nntt • s � x u� r ,'�s- .. t' �t 'ei. 1F"i-C ,' f f s.,WP 4. a t �• a r <1 • 1 r t•. t i a -. i ti '4 I . I Y. „ a'`' h :i i ff i .la r•7 'w.. 3r. ��I • s P. Fli ., r - I � 1 �r F + i X S i C a- 7 i 1 � S Y016 1 ' i'• F z x s r f. w a t �r i.. L 4 msal4 t d• - AIL, A 1-t ` .'. , y p t , .. ,1. . 1. N e , yr: d " , .,_ g . ,.. . �.., _ : .4 .- �,. . Y }. V. fr . +�-.'rrJ!5.. .w_. , , ��[ l .• t ..>A.y;Sg' . .. - - r I •.... r, - ., X ... 'r ; .. :. ., "!U .a . . � 3 :: v. •�- sit .• r ., �r ,�.., ,t' % . I r , . 'x .t, : - J« 7 l.. .n , 1-., �71 ,C,T• •. • - 11 • , , :Y... - t. ': c A `'' A,. yF` ,yam a. -e .. '. ',...:�. ,r"� • .,,�' : 1 ,d.' `Y„ :�111, ..'?tit. ,.'!. - , �W ' ..eft -'er. �7-'M1111 . . , , , .. , ` AP F Na �r.' `;a . e. f'`� a.4: M RE ERE CES... y ,. cv ~.' . CAST IRON HANDLE kwK, . 1 .. . f S , '�{. + , _ . > : .1) �5+, ;a""�' .a.. :'F!.,'- r let#'. h 1 x r a -. > 'i ., 1 s r. :.., ,-�yl, g • .i .. fib..- r r - 1 .fi!{� ;y,., _ r . 'r., . ,,� _ IItP .- .. 'i . ... : d tr ,,.4 p. e. I .;,,}? 1 } l i.. _``;ti'Y' 1a '�i•d Mlc: :'Mlt'i` . -t " ., 1.r t '` r y r ... , . .g.. ,. r , - 1%. : is \ r .- 12" �° i•. ' ;-L 't•':, f � 12 ,,:• ' }� 1. CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT WAY '- , :�.. "�t 1t .: rs , N ?a".. t Lg D E OF ',I:, 1 . p_ 7- �,. i-+-- 8.5 r ,:, :,d '� ",� _."h-.e*C,;. vx r. 4.!i,!'�. ':."v'':'. Jw'';'w� -t',; .' `., a:�; 1 ,/ - , 'ti ,, ; . T ,;} � ;,. , *' .'' ,' :, :rr,< 'ir MAP -TOWN OF SOUTH WINDSOR - EAST HARTFORD -- WAPPING EX. 2 WATER .d f ), I 11---------- I.' 'h. - t� .ih +' .a:,, d i 1D' t t'�,•'`,r Y 11. 5•,,,� 1d,.. �. .�- ;•„vl -a. ",,r,: �- '9. a f. - I.0 4t;•.. ., .,�a"i s.s.: ___T =J-.�� s" its+R} u� �+ .,-�q,,,; ROAD FROM WAPPING CENTER WESTERLY ABOUT 5200 FEET. +,,' - _---- ____.. ._-- _ 1..°.' r<�.' ,. ,• Trt r, 7ki+, ,. r ,q ifr II.;,r < - " . -.. .,: •� ,.',•., _ 'i. Al . ;.-.•, ;•.l ., 4 .. y , .F• v:r'�`' k. s.: @ „`1,..� ° - , .:z� �. v. -43 , ,..I- 'a �\' •��:-,.; R F ------ ---- -- ° ' _2 No. 15 SCALE 1 =40', OCT. 31, 1932, NUMBER 132-01 UNDERGROUND TELEPHONL_ ;I:r; ,. } ,: e. �.. o* ' fit; ti.r. ,y l i • �� , ' Ij OU TE R 1 �y h . Z- : - � ,. V SHEET 1 OF 1 I ;t.hl ,, -- '.:•v- a , f 4,!Lr f'.' f-st •,fit,:. .;; ,r I 4 F I -I .,. t .,,,,a' u p s . :., . . B 1 41 i . 6. „ .: ,.t. � � t,.,,,j �' tom t'� >, •aF� �t �o �;'= I; 4, -'� " k 1' \, :�.,; t 2. RE -SUBDIVISION PLAN PREPARED FOR GENERAL FINANCIAL , � -M1� ., ,, Y . • 30F' - 11 ELLINGTON ROAD R ���/��� ����, EX. 8" SEWER _- _ ¢ , i 48' ;,r 4 ;, SERVICE5 INC. CLARK STREET/DEMING STR ttiT/ELLiNGTON r ; S.M,H. T.F. 82.90 4 EX. PVC LATERAL INV. 73.80 I- II I. ` ' /^ REGULATED 40' T.F. 84.75 � ' WETLAND SETBACK, INV 30" 80.08 / !- --11 • • �® • • ©�•• �® •• �® • •♦ �ir1 •• •• �® � •A• ® i �1�1��D� • • ,' +'I :� i-w ROAD SOUTH WINDSOR, CONNECTICUT, SCALE 1 =50 �`�y. ; I . L `.`° "' 4 ,. DATE 9-23-97 REV TO 12-03-97, SHEET i OF 2, 111�Fjf!': �` a _� `'`r�kA . ` tJ,,'A JOB NO. 97221 - F.A. HESKE:TH & ASSOCIATE'5, INC , � « -� : ` 4" TOPSOIL & SEE 4 a _ ,r,' ,z yk r = 4 >..� 1" BIT. CONC. V , :,. .yK h/�� < , 3. PROPERTY MAPPED FOR JOHN G. SAMSE.L, RICHARD L. MAI , t ` ' & MELVIN B MARKS EI I INGTON ROAD CLARK STREET DF MiNG 9 , ' CONNECT TO EXISTING / - , _ - - - - - - -- -- - I - -- - },' sr ,.1. f� �"--'a .' ; _ • 11 � • 4' 1' 4 �'• I I ` • I �/ GAS MAIN / �" ", 14,70 __ __ ' S89'41'55' �� 1�IRON --1 �� lr-p- '- , I _ o " , � ...r ' A 1 y :, I ,, CATCH BASIN TRAP N. . T. S. 1m iT1 1► ii I, �1 P�1 Ie, nI Irl�i••ct A } r, h: e--rn r-rT r-rm ITII b I I U M I 1 V U U J U U K V \ S„r,'� � ",+ '_ « i' x ,-' J I f�t-L 1, JVV I r1 s �A *" 1988 REV TO 11-9-"88, � r Ii/1AIr1\L-nr'1 1-f-\AIA1 t-,�A1 r 4"_A^' rlA Tr' A11/� YYIIVUJVrC, k,VIV IV, Jlr Mt, r_ 1 =•tU , (J Ii 1 (_ I1Uh PROJECT 87 546, FUSS & ONEILL, w: 2/1 ,7Vt INC x . • _ ` , .',l ?. �' ' ,�': � �. 1. I 4 i •I*-. F {1 ,;� , � I-- . . I �­. 1; ." - ] .11 J t11 - , � ,1 i • j4 ;1r ",tV r- \. ~I a. I.", , I 11 4zs;7, ` 'y`; _ ' ,� _ . :_ ',:�'. l "' 1a ... �, .• ". t.�A : ,. ,i;;.. '-;� lif -; ,I. yv ' *'r.. -. G r..; K 1 ir �.r' . h - 'r . " t IS, rr t. 4 1 �{, ".,. .l �,w1;, I ., aaEx kry �4; k 4ji, t \ y, f hI . , ., lrr7 J h r C �?- � i V. 1.•a i. -t x r p II 0 +r' �. y , w rn al U, F ,. WW - +1'' } V V4 .49 ,. A OD -i00 AI {' s ,X � , rig r r �' i T , "t? 1 l t' o_ �,r �1; ---- ---------' -448.6o' PROPOSED ",Q a 2'ET 11 ,I / / x $NET 222 FLEET ' SIGN ,'r I, '• � , ' 1 CONNECT TO EXISTING !'=F11 $b.6 11 ` H 1 '? I LATERAL, INVERT I // // x 6.3 ---- 4 UNDERGROUND i :5'IFI , 24" RCP TO BE FIELD VERIFtLD (� + 85.9 \ �' HA NV.°r 80.4 1 INV 81.14 1 1 / 7'x14'x4' I I I . / v \'INV 80.4 r C I/'111, I4 of \ (I r,, ft�- aM C. /,I\\\,; 3ci l MAP ;,gam` /=== = * w X 8-- 6.2 t \\ 1 K 4; 1Lr ATCH BASIN \' I �' SANITARY 85.8 INV 81.8 ` . -I ' r I Lil %/r \ ' , / RAP AND Hq0 I I LATERAL o 86.3 U I ,' t ND 4' SLWP, 1 01 , EXIST. WELL I/ t\o x I / , , I� LEGEND I X 11 � TBR f 2 85.8 1 ' 1 NV 80. 1 I / 00 I O IRON PIN TO BE SET I cD �►� i T, F, COI85.8® 12 RCP 1 0 II j •o 6.2� • EXISTING IRON PIN � � `. � / INW' 81. 2 . � I h ,/ o MONUMENT TO BE SET - ® A. I \ ■ EXISTING MONUMENT ' _ = EXISTING CATCH BASIN AND PIPE I ROOF Q I INV 81.3 / %' 1 1 EXIS . S,-`k I 1 r --�-� PROPOSED CATCH BASIN AND PIPE LEADER' 86•6 ING - C 165' FRONTI YARD 1 I WL �>- PROPOSED STORM MANHOLE / TBR - x - --- 1 I r 1 _ � = EXISTING SANITARY MANHOLE AND PIPE ' ' - 5.9 1 ,CATCH BASIPJ 0 PROPOSED SANITARY MANHOLE AND PIPE // ,`(3 .-I SIDE WALK �, I (TRAP AND HOOD I\\ - .4_ - / Ir - _ EXISTING WATER MAIN AND HYDRANT ' 8:9 ND 4' SUMP I \ _ _ PROPOSED WATER MAIN AND HYDRANT / i / �i j r--,.:g.7 82.0- •/ � I , - 7`. r RR S ROOF i , WI ono n:__ AP i-_343.50 PROPOSED SPOT GRADE / » � )I r __-_�j'(7(i /r � ; 7v LEADER • , I I +1 • 4 nur rIPG / 30 MAP ' / ROOF .11 I II FF 82.10 - F -•-- FOUNDATION DRAIN f- r \ --- S -- SANITARY LATERAL ,/ ' \ I 11 I LEADER I II 1 I 11 --- W -- WATER LATERAL I (r� I 11 11 I I , \ I // /� 1 i 11 I �� I1 r I I' \ \ \ i .I // I � i I I RENTAL I, � 1 I/ I + ��� I I I I' ` RENTAL 11 I ' ' I, N F ,1 1 iFF 88. I IIJ x 86.5x i,- I I IGENERAL FINANCIAL/ I I I BANK ' 187•0' 1 - , I I ,I SERVICES , // INC. �/ ' _'_ - ' J - „ I I I I \ ' i APPROXIMATE LOCATi j 12 BIRdH -- . r I � I WETLANDS BOLIN 1 4 0 1 1 `T -1 ; I I , ' : I I 11 I I I 1 ROOF I STOP SIGN ,1 I i i I LEADER I AAR STOP I II I I `'' I V I w 7.9 >< 1 ?" APt E -- I Q N I \\ "t p `-`- - 87.5 I � O I ''�- - __ _ N/F \ �' w~V % - 11 88.0 -•=,F 87.16" MAP&.2 187.0 11 0 I \\\ 01N , ROOF 11 i11 I I RICHARD S. KELLEY I \ Z >- LEADER I I "�(�=' _ ', I 1 I I \\ o X I {' Ir APPROXIMATE LOCATION --- I ' I \ \ I ELECTRIC 87 0 I 140 / EGULATED SETBACK I '1 \ \ \ 0 TRANSFORMER .11 D il / x i 1 I \ \ • I 87.0 I I \ I I/ 1 1 _ i 11 1 \ ` 1 \ 24 M ; � ' �' i I 11 I \ � i I I \ \ , _ I I \ \ I 1 \ I i \ \\ I I I \ I 1 66` I. I X I I 1 I I 1 x - _ 1 85.2 1 1 1 85.2 ` ---_1 J I - 11 G I ;X, . I \ ` 84•5p`x'` • I 1 #4 BARS ® 12"O.C. PZ' I 1 I . I � .�,FI" /� 1 I ! I 1. UNLESS OTH RVASE NOTED EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. I r I n rn' r- I i . ALL J r � ARE TO BE STAKED N THE FIELD 2 L BY A LICENSED LAND SURVEYOR PRIOR TO CONSTIRITCTiON. 3. THiS PLAN IS INVALID UNLESS IT BEARS THE WPRESSiON SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. , s %4 a:i.' .,;c4 i•v r'.-... . .,. ..i'.. - ... [ .2tl .. ,.,Sz ,9i&.. n. . STOCK` E FENCE I I \1 x 10" CEDA�� NQ Q I 1 I a PASDUfhPSTER 11 1 \ \ 84.5 P,�F, ,' ; I ' PAVEMENT \\ RI, 84.5 X �F,vJ� c9n I 1 1 \ \ - `------ - a----^ - '------- - 0 t ---_- "------------ o I I \I. GATE " I I I \ I, I, I I - '� < AWL6 I I I I BIOFILTER 5 // ELEV. TO I- , 1 \\I�%��%��%��%�" /I - 83.0 I i�/��//, / \\ 1 5 M. I / 1 83.0 M. ., / ` I 84 , 1 \ I 1 \ 4.0 1' HIGH 2" STONE � \ \ \ WL2 X 83.0 BERM 3 WL4 - \ 1 \ \ A NOTES: 1. ALL EXTERIOR WALLS OF CATCH 6:�"BASIN WILL BE FACED, PAINTED AND GROUTED WITH CEMENT. 11 11 2. LADDER RUNGS SHALL BE PRO- VIDED IN CATCH BASIN WHERE HEIGHT OF STRUCTURE EXCEEDS l 8 FEET. 3. IN SANDY SOILS APPLY DAMP - m PROOFING ON ALL FOUR WALLS. 4. RED BRICK NOT TO BE USED, 5. WHERE PRECAST CONCRETE UNIT k USED FOR SUMP THE TOP OF THE UNIT SHALL BE AT LEAST ,IS J 6" BELOW THE BOTTOM OF THE PiPE OUTLET FROM THE CATCH BASIN. 6. WHERE MASONARY CONCRETE UNITS A ARE USED CORBELLING WILL BE PERMITTED. MAX. COR T . CORBEL TO 3" 4'_q." NO PROJECTION SHALL EXTEND IN- SIDE OF LIMITS. PLAN VIEW 7. ADJUST FRAME ELEVATION WITH BRICKS 6" TO 12" 8. PROVIDE MINIMUM 2'-O" OF COVER OVER PIPE AT BELLS 9. PROVIDE 6" OF 3/4" TRAPROCK UNDER EACH STRUCTURE AT BASE. PLICATION OF GRADE 1'-7 3/8"=' _PVMT_ CROSS -SLOPE om I w-1 0-4 - I X d , i0 WiN I Z0- C\r O cn o V'w~ L Z Z , W U (n o�w L tr ON -,� 11-1 5/8" K- BRICK LEVELERS ,Ia 3-5/8 w I 0 z f 4'-8 3/4" -1 -8 3/47 J 00 DARY ~ d z CLASS 'C' CONC. I w 3 OR PRECAST CONC. o " BLOCK 8" 3'-O" � CLASS 'C' CONC.I - 4'-0' _=� 4'-4" 5'-4° SECTION B-B SECTION A -A -,-. , � r- ) - ) - . -�- � 1 1 1-. . � a . 1 5" THICK 4000 # CONCRETE SLAB SEE PLAN FOR DIMENSIONS 9" THICK PROCESSED STONE 8' HIGH STOCKADE j 4', � \ram:. NOTES: / ,-.a , � � Ya-- 1;:,; , � � ' . , "' FENC, ", E-,,.r "Ta' r, , �, ­ ,'>!-,- , ,T`,i.r�'i''.+,,,,1". -,'' p, :._.=rr'.�•,' 4 `i'�'4'. ��";r l4 : , i• �* ; •,. '�A . c' 1. ALL MONUM�NTATION FOUNp OR SET IS DEPICTED HERE:QN,'t'' t tx ,'t 4 -" 4i �I k . . 2. PARCEL IS UNDER OWNERSHIP OF RICHARD S. K'ELL�Y / -, v,, ; PER VOL, 548 15 OF SOUTH WINDSOR LAND RECORDS) , ' -'` L P9• 4 , , :t,, �� �'u t' » r.,'' 3. HORIZONTAL DATUM BASED ON NAD 20. .:x' ae5 r }J ° r., s"v.�, ,rf 4. VERTICAL DATUM TAKEN FROM MAP REFERENCE #2 ,, , "r. f11 I �" ; t t, 5. WETLANDS FLAGGED BY HIGHLAND SOILS OCTOBER, 1998 „ `'I r a �, *,,�5 5" THICK CONC. DUMPSTER PAD 1.�11'- rt't AND LOCATED BY DESIGN PROFESSIONALS INC e ' ,,, . Y'), (SEE PLANS FOR DIMENSIONS) ' m t,' R 1 . � ' F11 `e '� .'i �1�11 4 - 4, r ''r;. i 6. PROPERTY AREA IS 43,331 sq. ft., 0.99 ACRES i I '• f � U R ENCLOSURE DETAIL D MPSTE 7. INLAND WETLANDS AR A ON PROPERTY I 1 f L E ER S 970 s t. 0.0 ACRES. -- --- -- -- --- s , _-< kt N.T.S. �, ", .,i: 'C •t{,•+v { ";' f [ �, ,., c ' ''�� +, '.-:e ,. �+' >,'P-fe.'t: a,?, [" x'F...: -'. , i �• «, :,'•rs`" � i,,� 1 *I�,N : i•;, r h' ,sum a k I �.. LAWN/ STREETS/ . J :STREETS/ LAWN/= ?,s $"-,.' ��� CROSS-COUNTRY PAVED AREAS � ' � «�� _ 1-- ` +` PAVED AREAS CROSS-COUNTRY "'�'�'\ i ,,.. •� a T :+a , a Sri:' -11'.." `t , , 1. i SEE PAVEMENT DETAIL. -rkr'. - . SEE PAVEMENT DETAIL 4" Mi ,.:: ': +l- . �r s r x. r .77 4 Mirk ' _ .:. . }.. . , ., �r:., �( Approved granular non -organic bocktlil f t � k�S 1 �,- 12" Q material placed and compacted In one U Q t2 I. foot (max.) lifts. " '� r r . � `k O O O;--O-", a i r �,* ,; „ t` O� O O 0 -: I- '* ��- S '":+ Ti.: 3. ,r'_!•, t T , , - I `^ n , .+�,( s tic r'r 1 y tl , v '44. A � . � Woming tape per Conn. General Statute L" {:•�s rs t +Kid , ., y'�, O' Q section 16-345, as amended, Plated 12" Q ! O ,, U t • �� S 4` 11 (min.) to 24" (max.) above the top of 1# e , ` d"w O {� the pipe. T• r► Bonk Run Grovel fill `� O *',.�. A ,• `y ", '? i'- Sand Blanket placed and compacted O + r' r Sk+�i" +1' < r4 1r in 6" layers. No stone t1,/ �L ° ar' larger than 1 1/2". `r t + 3-5/8' Moter'al Shall meet xLr. ,` k1 12- Pipe, as specified T. M.0205 12 ,..,- .-'r.' _- _ 1. ', 1/2 O.D. i/2 O.p, J .. ��•• iv, a , ,,,$-io* PIPE - - �-3/4" Broken Troprock - - PIPE , .I 1 "r Y %. s 11 1/2 O.D. Q Q Q Q Q 3/4" Crushed stone bedding material 1/2 O.D.-,� 1 r° .f a r 14 PIPE �% Q Q Q Q Q Q Q in rock excavation or as directed bN the engineer. The material shall PIPE t +t,�. - I . 6" Min. Q 4 Q Q Q Q Q Q Q Q Q Q Q a meet D.O.T. M.01.01.21 for 3/4" stone. Bockfili to centerline of Q Q Q Q Q Q Q Q Q Q 6" Min. Q , . t�:{_ r '" ` \ pipe when using Polyethylene or A.D.S. type pipe. -T r�! ,I I I.0 .. "'a, a i1, ' 12" PIE - 12" 12" 12" irra K .}r�' I, ' 6" 1 /4" R 1 //4": 1, ndadada - W, .14 ,A Q nd an QQ_v- C, 4" TOPSOIL 5" CONC. SIDEWALK �- 8" PROCESSED STONE NOT TO SCALE TYPICAL SIDEWALK SECTION COMPACTED SUBGRADE E I. rfi,, TYPICAL SANITARY SEWER TYPICAL STORM DRAIN t. . " 1W 4 `` TRENCH SECTION TRENCH SECTION t. ''• 4'r / Yr NOT TO SCALE NOT TO SCALE ,,r } r+t ' ci -41 ,J}`yr, '�.•'. '%O 12" Min, W ` ' �t �,4' �I 1 s ,.f rf'(Yr`'., 1 '' J J,w o :"`,jrt 6" v 1 1 t W Ys . \ f r w�... W 1 /4" R .. s � .1 ? * Xl. >t\Sa, ..q , -» .. . �< <' D \ -, s' J '�',;f v A I ," j .,P ". { a, .� aJ ;: 'k1 4 i�. r•?'A st"�.�."'' at 1 f : �',, I,- - , 4" TOPSOIL MANNULt to LNULUV IV VKAUt 10" CEDAR 1 DUMPSTER PAD DETAIL � ;J �y .--�---- 150.00 -- -- - *I,:..,F, \ ` -� ` LP Is q.49' sourH NOT TO SCALE � }�• r: IP. IS net• ")TH \ AIQQ'A1'F�'r1A1 \ WL7 dc020' NiST 14 lJ J -r 1 .J J t Y yr ,� ; ,It a� a.oe weer of \ I CONSTRUCTION SEQUENCE: 3/6" , , 'r CORNER \ ' trl r \ \ \ c \ \ I 1. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR AND THE OWNER'S REPRESENTATIVES SHALL HAVE A PRE -CONSTRUCTION , r, - - ^,,t \ ` I MEETING WITH THE SOUTH WINDSOR TOWN STAFF. 1' • k' - a _ aM ' \ I. \ 1 2. INSTALL THE ANTI -TRACKING APRON AS DEPICTED AT ELLINGTON ROAD. �� s '• + ARROW CONCRETE AC -HP 7' x 14' CHAMBER OR SIMILIAR .4' "s '� f ' ` \ ! 1" Bituminous concrete class 11 "; VS, 0. \ \ } = , I �' # 585 GALLONS PER FOOT OF INSIDE HEIGHT vv :S :r s" r` \ o I 3. INSTALL THE SILT FENCE AS DEPICTED ON THE PLANS surface course (compacted) •.,� - <- 1.1 � � �, \ a \ \ 1 4. REMOVE EXISTING BUILDING, PAVEMENT, AND CAP EXISTING WELL ( } - s�#i `" ' a 7 " r I Il \ I I C51 ;. 2" Bituminous concrete class I {'d,. C ', a ', ,r : y ^. , ` ' V :I binder course (compacted) �' , $ w, ;+' �x ��Pr I 5. STRIP AND STOCKPILE TOPSOIL AS DEPICTED IN THE STOCKPILE AREAS AS DESIGNATED. (SEE SEDIMENT &EROSION CONTROL PLAN) ,,� 4" - .:t ,. "''!,$' 4 <4i t -'ti` .•ur. •'p,` { "°Ft 0 0 r t n i 6" Processed s o e Y - I, I. 7 _ i . i + C _I 1 6. BEGIN THE OVERALL SITE CUTS/FILLS FOR THE BUILDING AND PARKING LOTS. '�' +- Traprock base (compacted) -�,,t > rA,-,l� � ;' UNDERGROUND STORAGE CHAMBER �4�r -.� 1 7. WHEN ROUGH GRADING IS COMPLETE, BUILDING CONSTRUCTION, SANITARY SEWER, DRAINAGE, WATER, AND REMAINDER OF + 1 pc;- 6" Min. processed ravel -- - • :F- ,yi!`- � . ' ,`.''. " . ' ,t::° _ _ _ _ I UNDERGROUND UTILITIES IS TO BE DONE. " P 9 ! f , ¢ f T _ - - _ _ subbase over prepared subgrade (compacted) < I, 4,4-, t� , -4, ; � s¢*? " i K=i mp' '�°� ter 5 1 2-19-99 4 2-5-99 3 12-21-98 7 12-1-199R 1 11-16-1998 NO. I DATE REVISIONS Architect Requested Architect Requested Relocate Dumpster Pads S.W. OM TS .. MFN NOTES DESCRIPTION 8. THE ACCESS ROADWAY AND PARKING AREAS ARE TO BE BROUGHT TO PROPER SUBGRADE. 1 F I , NOTE I :J f 4`` '{'"y + t\ � 4 '< $A?tti � �ti `,n�4e�" 10. INSTALL BASE, BINDER, CURB, AND WALKS FOR THE SITE, " 'M , <:' NOT TO SCALE �:r' J {•`� ,t f 's a1' Y = PLACE 6" COMPACTED DEPTH 1/2- CRUSHED STONE BEDDING 11. INSTALL FINISH COURSE OF PAVEMENT, LOAM, SEED, LANDSCAPING, SIGNAGE, PAVEMENT MARKINGS, AND REMAINING SITE APPURTENENCES.,-"' 1,. ; � ,. �w..,'y � f BELOW EACH STRUCTURE `` 4-i!;W, ;•; "' -•i, q ,.-s q - ` I. " 'Y: \: ., . _ -,' fib.`:µ _ a: 'k.i , ". f', `. ti ,.k "� ' ' ;,: ut4Y ;. • , TYPICAL PAVEMENT HALF -SECTION .yr <:: +,`, w' r; , ;�,'. , c 12. ALL EROSION CONTROL MEASURES ARE TO REMAIN IN PLACE UNTiL SITE STABILIZATION IS COMPLETE. - ' , • ` ;{' , ,:. . ; 8� d,. �:a, -r ! t T , :, .`-�r, v _Y ' t, : 1ll $rt r. l' • ^rR 4 .p - , •"- P , - '., 11 ~ � i-;, C r, ?w_ 11 I,.y { '{i,'',�' -" i'. `'�i' '.ti1: �•4f�` - b r:4. i- ]r; 1 .� "., L1-J• /' :J :h?r7,' _ ." v,la .T/';+.•-:F•1. ''`'^` - 1t ,. +. • - ,. N l+ii t y .. .. ... .i, r .. ,,y, [, t 5y y� ANTICIPATED TART OF CONSTRUCTION. SPRING 1999 L ,s .. :. a . ': y� r W { - w .: � - .;1I �(� S d T R: .. , r. v., . } a, T't e. ,. S` 4,. , d i f. . f tl T V: 4I e. 3 w ,. qyy ..:,. .^. a .... >. . .:�, cvAr ANTICIPATED END OF CONSTRUCTION: FALL, 1999 91 755 sso z s SHEET _ _ _ S EE -1 P PREPARED IN ACCORDANCE WITH SECTIONS 20 3 b THRU 20' 300b-20 THIS SURVEY AND MA HAS BEEN E RED CCORD E C 00 RESURVEY MAP PREPARE FOR , D '� rT•r�'.. h �., ,-.. -0 1. "MINIMUM STANDARDS FOR SURVEYS AN MAPS IN e-r *, OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES U S D S 0 VE S D, r -,I- RA s, ,�'' 1 #}wl�okire 4 �1[�.®�1Gll�1 Ll ll ayltJlLll�lG it 1N��lSJ1L�1 y 11 `fi. �r"'t��:f,_f s$f r THE STATE OF CONNECTiCUT' AS ENDORSED BY THE CONNECTiCUT ASSOCIATION OF LAND SURVEYORS, INC. GRAPHIC SCALE ;a�No 4' , , t1 1 fl. A« e�•. tt� IT IS A RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2. ` :. `� ;.. -?± c�IEB� II� IPg,�1�T RA 2I o tI I ,I es�9n , Tolland Bank I' ®�® �� 1 a b �\ u RA TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. ~ �4,1 3 . a 0 F r es s in RA " 7 DES/GN. RA DRAWN RA CHECKED: RJA ` ., ,':, . q 1.:k ( IAJ FEET > \ . , .. 11665 Mfi' n� was IRea C r •^'.'. .' '4• Iv ' "I' _'r.. q 4,: :..1 I :• "ice ,4 " - P 0 RA I,F � � -� � i , I �r . � , -.�r "�� 981150 J4 11 13 98 � �, ; ;I - 12882 JOB NO.: D 7E' ` �' `� - � •� • - '• ' , �, ,,T � �• , , • , ,r '� i fir,, Civit En inters Planners Surve ors C!S BY RICHARD P. MARTEL \ t s iy 1,� ,� ": r=a LIC. No,`�� 5 +� � 1 65 south satellite road "south Windsor Connecticut 06074 DRAWING NO.: 981150 'South Windsor C®II11$l��tt�lld� - - ..., - _ 9 - . .. T r . +,Lt^s_• - '3t - « - - ,-,.. , L 4 sP:. 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'� t � .} Lys r '4 ','y' �. .. , _ : . ., „ .. h, .f; .. a. s 1T.. s4r` _ aa: � L�z�. x7�e'1a. ,,,:., ai'. { .: t, .�. ;.. .,•' Fr ,. EARTH OR s 514 . J 9.-; .., rrt' i -. { ... , ., .... R+.a/w ,. u '*�. ,'c?" TONE AN . P ' �k y�,, v\. '7,- . i fi\ .. L. a S CHOR \ y 1. SET POSTS AND 2: STAPLE THE SILT a ,.; . el , 4 `; v,M, . 1 a- . .�L' .. ? - c. - _ .-- . >!. .Y -T e... .I^ck y.. .zi' y?4y. 1/!,:• J: •A,s. .i.. S •Y4 1. t: I . r-. ... - a .- 5- ..t,:- .s 1V'. +2. ,; 8•iia� PILE !.' . .' �� �. `�, �Y.•`� "5+{ ' t ' • , h . r t 1 .� r . � e . >o . , ,. ♦ nb - Y? t v y Y r -., ;,} ., ` t ,. .- h. . s;, '.. , ANGLE POSTS FENCING TO THE .� t, a_ _ , 4 t ;1,, a. x'S�!\,': y i. », : , ,.. ;: - . , K - IEXCAVATE A B x6 TRENCH Y „ . _I .",:. }. �+, .. v„ . > �•`�.+ �ys•,...'r a r a,. o W.,.. _CB GRATE w .. r•',v: �. ',." •z :Y-S, „•... ;.Y ,irr'..' . :. 5' UPSLOPE ,:rti :. , .. %''Y •r t.'`' R:;r.,. ..� -r;r ;L rrA.., w r .~ . •.. - ' .Y:. ..: ., ''-: -. `<J` UPSLOPE FROM POSTS. END OF THE POST , h. ,,r '. ti ;- A��. r 'r ,. .' - POST SILT a:;, % ,mot• - *, ���, ,A _ 7 .,.j •ss, ;.,. rY 4j; ,+'; .t b '{ 'rTq.�"�,. :1,', ` G r.v`' Ar:' f :'Fd �'%i . _ ,. . , _ .. : FOR STABILITY .: r ,: - , . �, ry y , k' f' ��tq r a. {. . - ' , J FENCING _:+.; ,. FILTER FABRIC J'q . XX '' �',tn =a„ tea. 1 t .. AND SELF- , ..r.. . - I': ::::'' -� "=C '•i i-. �:.� _ :.k ^ ,S• �"i ", .. �,{ -4 �' , '" ", -., .. -.., ., +:' '.... .•i.�. •. 'L'w ' . .-54 - - 1 "F. 'S 7,1 •T, -aA• '} t . ., ', .. ., CLEANING ..IV.. i+^Lr... :: y,. >< w,:41V,.t - pn,.. •r v. 'd.. :{va ij;. " , ; •. �.. • _ _ , . .. ' . " K 1 +� e : .: *. ,-z yva "• • 1.F ; r � Z.i"Ci i µ jL 'I ,; +:'. .',` . �. i - i n. ..' ! I- M�kr ' .3 y. ,J, , ?*.9 •/r SI -+': �'. t:,•.. -'M'e %?i:.., `,. EX. 1 2 WATER 95 r> s• I 3^ x ry 7.r�'!Tte ,:. "•r ;,, . ." 4 ' "" - � Z, s; ---- r ''y 'e` 12" MIN. ,�,''.�i' - - lfi'b. ti:. r t .ri 'F"•�' y. �v' -i' i . - {.yi 1t � �.;a' ,.: •".� r * Y _ ,'C;" , a. tit•i - - :5 4?'' I _ SUBCRADE a nis s".Y ,K,� (' 3 ' �, , -=T a.yta r?. \r ''h,%'" aa,/a' •'+ .,,p'-z - _ e' -_. - - -.._ - --_ __ ' i s ,•7 , I - - _ �:Ir`; FlL1ER '+101t A \l x:. ., 14' '., \ �. i'. - I I lT -� I l I I I I I _ .. �' . " //) I -'-7 r `„ e r , :,I . , . , , ,.`t. >,% �I 'i.'cl' t f `', it J FABRIC :, r . l�:• �a ;:, ttr Tit {^ r J = - I I- I T 4I = r SUBCRADE :I 1 ° s x UNDERGROUND TELEPHO, F SIT - I I-II� 1-: s t'.,4 -„, .. ., -}��rT� - - - r',p. =1I'' rati ....,5 r <. +bd ` r5 ,.R r 7 ' ' - - h I . • . _ . L, I , ,iY=. " '�'' f y .v J4 '.i 1 ii s(• ay II �• _ Ce TOP I e i y T \t. r.'t' "s4 �_ a e . �� rti r y: ik . r}a � v `w .f. i . eh a ,Y.. 'i" y't8. , EX. 8 SEWER �. t.. ,' -. , , ` NOTE: REMOVE CB ,ii. t ir: 4^ ,e'' r • - - - 1 . . Eta . ear . ea. . - - r, a - F T 4 BACKFI L THE (�;.., -k i GRATE. PLACE FILTER FABRIC d<-�. I ::.. _ : •- , �,, f . I, R �- + ;, r' ,t y f r -1 -7 /- 3. ATTAt7i FILTER ABRIC O 4,; L ''r . f 1.', i �,:` 3 <. _ _ �'-./ FILTER THE WOCIDEN POSTS AND EXTEND TRENCH AND COMPACT I REPLACE GRATE TAKING CARE ' i, _ •.i; :• X+'' r -1 � •,f . * +., S.M.H. FABRIC IT INTO THE TRENCH +�1 THE EXCAVATED SOIL. '" � '''• ". ' i '` - r-�x.` , :: 'i� i :" it, >.. ;�. I T F = , y. ' .: NOT TO DAMAGE FILTER FABRIC w} fit.. 4` s;, �,1 , :;, .I„ �? :t:�=,r 1t: '" t; 'i.`I ' I. isJ. 7 EX. PVC LATERAL ANTI -TRACKING APRON ,, .5;.- :. • .:'-," ; .' _ ANCHOR W/STONE OR EARTH PILE. by INV. 73.$0 I t _ I, , , _ C'OUPACTM ik A E , t ::v a / '� �+i .. ' / REGULATED 40' T.F. 84.75 r ' - WETLAN❑ SETBACK INV 30" 80.08 y` ' "t` ,�' r, d „s z,- �, r t 'Tf yy , - r + _ _ - -- = - J -- _ - _ 1_ ' � CATCH BASIN GRATE • e'` �, E t 1 .;�' iA i., CONNECT TO EXISTING J ----- -. _- - - -{ SEDIMENTATION CONTROL t 4 / _- I�-1 I - _� I -T ( -Ir,,� I - I , _ f' { A. •r•' .y', f;,,; ,�S'.Y Y 'Y Y�5 !�,,,y / i f o -III-1 1- I a .� not to so* <� , i. � i el � g _ � / ; Q / ' 1 J)'1ta jrr- '.1 I.- . ! . N: 1:}: , rTI t • V { 4 `4a I s <: / , ' / 4 Y- Rtrtt� r}''w �� - �� ++ - T% '' v=' ' �. is ": Y -6•- ( T TI FI T R AR I J� y� , y , .. T TI N F YN H C L E B R ER . .r � �� CONS RUC J 0 S E JJ -„'. T •4' _ _ SNET _ - 1! J '` r - - - � � ' �Q 221 { i / � t _ I. .. ry. �'. c � .. 1.r � .. .. � ,�, � :++r ..d:. a r , SNE7 ; sQ� ' 1 .. - , �, , max,.. 222 FLE T t �' / r . ,, , i' v r7"'#. CONNECT TO EXISTING ALA -sr.,. _ $6�.6 ` U^ 0 i :" it r� '/ i � � r # `. 'iF � ti�f r a 4',gIr• LATERAL, INVERT r ' / x 6.3 ` RG A � .. , 124" RCP w r,r ; : 41 : •r �, - . ,%� .a �C�+ �r TO BE FIELD VERIFI(D ' � 8" d IFICE . , x - ` r �� 85.9 IN 80.4 r r INV 81.14 o a e o STORM sEWER sTRtICTURE ,E. { `, t ,}� , � < I xQ34'x4n '* � I I • U .4., » / I 1 g �� 1, I' a „. a r . f 1 ';t w{^.� +sr n k y��.r,... \ ,f 3lr rr ..NAPE -� ,$ --.> W ,O O O O �� , ) y ..�,., -/, - ,,;: 5 \ J f� ;r '%'. r • + \ 03 ( ` ` f aK w.' j Y:. tax ,•� \ r X 86.2 r r ° ° \ "I t r I•, L E END \ I U r OVER FILTOER FABRICO MATfiR AL PLACED FLOW o e 1 , J ~ " 1 r i•� }' a � �d \ r r 6�. ~ 85 ATCH BASIN I z �i tTY °r _; SANITARY w %/I , �- RAP AND H/�O 1 SEE SEDIMENT AND EROSION ( ANCHOR N1TH TWO 2"x2"x3' . o- , # f, °tpk .� / E 9 / \ STAKES IN EACH BALE - � • . � hit t I LATERAL 86.3 t""-.... o I ; ' ■ �tNO 4' S1�1v1'Pi r ,�q SHEET FOR PAVEMENT MIDTHS (�( I� I I� %�� 1 ��� , f • f - ,, i • '', .* O IRON PIN TO BE SET ; f EXIST. WELL ! x ' ■ r ` I Il I J - I ' ,1 � ; ,I UNLESS NOTEQ AS EXISTING 6.6 ® '%O \ ^v o ' F. 1§5. / , I% ,,,,. � ,, I B R ,." .. + aeP X i- :. _,_ �� T 85.8 Q V �0. /' i' ,' ` ,° 3,_e a$. x#?' �No.32187 EXISTING UTILITY POLE � i co ,x .F 81 'A.4 �s , , HAYBALE INSTALLATION AT CATCH BASINS ,." t }" � Lj tI I ' EDGE OF PAVEMENT T k --(s)-- PROPOSED SANITARY MANHOLE 1 1' p% 1 \ , N..s s. h �+ , , , �� ,y . . `1 \ THRU STREET w - `= PROPOSED CATCH BASIN AND PIPE I ROOF 1� C\ Exis ' INv 81'3�' %/' ;i I " , { z 1 LEADER \l, - 1 GENERAL NOTES: . �, w h `�° X 287.3 PROPOSED SPOT GRADE �/ 86.6 I IN 65' FRONT ;YARD j ' WL ANTI -TRACKING APRON ` ` ``"" , ' . . ` ' , SILT FENC TBR I \ y� - -300- - EXISTING CONTOUR AND ELEVATION X 96,3 1 � I not to solo 1. ALL CONSTRUCTION TO CONFORM TO TOWN OF SOUTH WINDSOR AND/OR THE METROPOLITAN DISTRICT .�,k 4x ,0, �\ / _ �F9 t STANDARDS AND SPECIFICATIONS. r s A 1 ' : SIDE WALK � 1 rG�ATCH BASIN ' 2. ALL PROPOSED CATCH BASINS ARE TO HAVE 2 FT. SUMPS * ` *• F = " :,1 w - J tTIT -�- PROPOSED CONTOUR AND ELEVATION , ;, , ' c� - 1 (TRAP AND HOOD / SEEDING SCHEDULE ` `I�r - .- i `"' DIRECTION OF DRAINAGE FLOW ` e- . _ - ND 4' SUMP I , 3. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION- 7,r' k t r' p� W PROPOSED WATERLINE 1 N 83.0 _ - - / /, , , ALL DISTURBED AREA NOT PAVED OR LANDSCAPED SHALL 8E LOANED WITH A 4" MINIMUM OF 4. FIELD CHANGES SHALL HAVE PRIOR APPROVAL OF THE TOWN OF SOUTH WINDSOR AND/OR AGENT AND THC4 ,ram ;-G ,5 �.,• � t , j I 1 82 0 X 1 TOPSOIL, SEED AS INDICATED ON LANDSCAPE PLAN. CONDITION SOIL WITH FERTILIZER APPLIED AT DESIGN ENGINEER. A <� ,. " � - . • - APPROX. SOIL BOUNDARY LINE r j + - -L / ROOF I A RATE OF 300 POUNDS PER ACRE OR 7.5 POUNDS PER 1,000 SQUARE FEET USING 10-10-10 � � t1v0 -f `L 1 A' �-7,f s � ' » • 11 I; I _ I ' 86.5 LEADER j #WL 12" RCP Pipe 5. CATCH BASIN TOPS SHALL NOT BE CEMENTED DOWN UNTIL FINAL GRADES ARE SET , ���A - ±4,"'..e b � ' SILTATION BARRIER r -- -� - - / i OR EQUIVALENT. IN ADDITION, 300 POUNDS OF 38-0-0 PER ACRE OR EQUIVALENT OF SLOW _.. ,�: ,� / , MAPf ROOF ; 1 I i I FF 82.10 RELEASE NITROGEN MAY BE USED FOR TOPDRESSING. APPLY GROUND LIMESTONE (EQUIVALENT 6 ALL PROPOSED UTILITIES ARE TO BE UNDERGROUND. t �° r� HAYBALE OR WRAP CATCHBASIN ~ �t LEADER I I f 1 , r TO 50 PERCENT CALCIUM PLUS MAGNESIUM OXIDE) AT THE RATE OF 3 TONS PER ACRE OR 135�it�t`` / I J 1 7. UNLESS OTHERWISE NOTED OR SPECIFIED, ALL ROADWAY AND STORM DRAINAGE CONSTRUCTION SHALL BE 4• 7it r : a . , LJ , I 1 I I I / POUNDS PER 1000 SQ. FT. .k+At, ,r . / r , , t CONSTRUCTED IN CONFORMANCE WITH THE STATE OF CONNECTICUT D.O.T. "STANDARD SPECIFICATIONS FOR ;* ^� :�,. / # ' t I r /' \ I I ROADS, BRIDGES, AND INCIDENTAL CONSTRUCTION, FORM 814', OR MOST CURRENT ISSUE. PERTINENT f-I, ,. /� ,1 1 i � I ; I , / \ I TEMPORARY VEGETATIVE COVER CONSTRUCTION DETAILS THAT ARE NOT INCLUDED WITH THESE DRAWINGS SHALL CONFORM TO THE STATE a i'� "., c ', A / I , I ` I I SEEDING DATES: MARCH 1 TO JUNE 15 AND AUGUST 1 TO OCTOBER 1 OF CONNECTICUT, DEPARTMENT OF TRANSPORTATION STANDARD ROADWAY DETAILS. . b a , ,. fi I RENTAL \ I 1 I 11 1 I I ANNUAL RYEGRASS 100q ' . b `r'E �1 "' 1 8. MAXIMUM SLOPE OF FILL TO BE 3: 1. ALL FILL MATERIAL TO BE CLEAN MATERIAL. 'CLEAN FILL" MEANS .,--'. ' RENTAL 1 1 r 1 �� r APPLY ONE POUND PER 1,000 SQ. FT. OR 40 POUNDS PER ACRE WITH ANCHORED HAY MULCH N /F ,r t I 1 y t I UNCONTAMINATED NATURAL SOIL OR ROCK WHICH IS INERT IN TERMS OF LEACHING ANR POSES NO THREAT / FF SS. t x ' , r ' AT 2 TONS PER ACRE. PRESENT oR FUTURE OF POLLUTION TO SURFACE WATERS OR GROUNDWATERS. MOREOVER, CLEAN FILL � 'Y `r 11 J ,• GENERAL FINANCIAL / ► x 86.5 17.; f ' ' 1 I PLANTED BID -FILTER TYPICALLY EXCLUDES, BUT IS NOT LIMITED TO THE EXCLUSION OF: DEMOLITION OR CONSTRUCTION WASTE a3 I Q:� 4 I / \ ( 1 I I 87.0 I \ 1 MATERIALS OR DEBRIS, COMBUSTIBLE OR NOT COMBUSTIBLE, INCLUDING CONCRETE, ASPHALT, PAVING MATERIALS, , i:'r �� 1 I BANK 1 I I APPLY THREE POUND PER 1,000 SO. FT. OR 120 POUNDS PER ACRE WITH ANCHORED HAY MULCH OR BY-PRODUCTS; YARD WASTES, INCLUDING BRANCHES, LIMBS, BRUSH, SHRUBS, TREES,^PARTS^OF TREES, i, .�. �re-�L n �r� /+� L J^1 TREE STUMPS AND SIMILAR MATERIALS GR(JM ON OR EMINA'IING FROM LAND; NONPUIKEJIBLE JtAIU WASIG,, x' 5LK VIULb, ' INU. / 0 1 1 I _ _ _ _ - -\�"' ` ' � t I AT 2 TONS PER ACRE. � ' / 12" 81RGH `-- ` 1 k J APPROXIMATE LOCATION 34% TITAN II - TURF TYPE TALL FESCUE COMBUSTIBLE OR NON-COMBUSTIBLE; AND BULKY RUBBISH OR REFUSE, INCLUDING PUTRESIBLE SOLIDS, SEMI a� `° ry I 1` ' I 9 I I I I A Y 337. STAGECOACH - TURF TYPE TALL FESCUE SOLIDS M LIQUIDS. I Q j 1 - 1 I , I r I 33� CONESTOGA -TURF TYPE TALL FESCUE 9. ALL STUMPS TO BE CHIPPED ON SITE. STUMPS NOT CHIPPED, AND CHIPS, SHALL BE REMOVED FROM TE, N0� BURIED ,,; I I f 1 ' I / I' r 10. EXISTING UTILITIES AS DEPICTED ON THIS PLAN ARE TAKEN FROM AVAILABLE INFORMATION. THE `�''`,+1. •, 1k �' ,`% -1 a I I Ii I ROOF `, „ STOP SIGN t I' , I STRAW BALE CONTRACTOR IS TO HAVE EXISTING UTILITIES FIELD VERIFIED PRIOR TO CONSTRUCTION. BEFORE . ,, r`F _i`::1a � ,y41� , . I ► 1 LEADER ► AND STOP I f I i I t.. EXCAVATE A TRENCH 4' I EXCAVATING, CONTACT "CALL BEFORE YOU DIG" AT 1-800-9Z2-4455."-'* 5;,r�7 ,.�¢ I + \ DEEP AND THE WIDTH OF A I I 2. PLACE AND STAKE STRAW .�-,'k. Lf` 11` I 1 ! / AR I STRAW BALE. III BALES, TWO STAKES PER ME. 11. THE CONTRACTOR SHALL APPLY TEMPORARY DUST CONTROL MEASURES AS NEEDED TO ACCOMPLISH V. - # f 1 7 9 I'll AI7 I I III ; CONTROL, AND MECHANICAL SWEEPERS SHALL BE USED ON ELLINGTON ROAD WHERE NECESSARY TO �' 'Lt*{,. ax+�e�� � �i 'r \ ` 1 ` _ ` - - - - - 8' 11 I { I ` rl PREVENT DUST BUILD UP. i_ 1 �� ', <' I;. I I i I ' { BINDING WARE OR TWINE ^ x t. l _'y, 1 L� - - _ _ _' a8.-o' ' - ' s7.5 » x I x N F STAKE EROSION CONTROL: : �• '. � .,t' rF�y' rcYa� ,, y�'`y ,O" r d 1 / I 6 MAPLE \ j/ Q t / I 1 ° NARRATIVE: ,� r t -i, I 1 °, RRDER JI I ,, 87.D �' RICH�I-�RD S. KELLEY ` "_., ;� F.'�." �f .�� ; ;.�.� PACKED STRAW N 4 r�`' vS I I:� ;�4 I 7t y I \ \ q X r � APPROXIMATE LOCATION 1 I I ° THE PROPOSED PROJECT IS A BANK AND RETAIL/OFFICE SPACE LOCATED ON THE SOUTH SIDE OF ELLINGTON ROAD : ` 1 �" r - ' 87.0 11 I , BETWEEN BUCKLAND ROAD AND DEMING STREET. THE SITE SOIL CONSIST OF ELMWOOD VERY FINE SANDY LOAM. t ` _ ` N 40 EGULATED SETBACK 1 I-r'.�k "i `: \ ELECTRIC f / I SURFACE WATER FROM THE FRONT PART OF THE SIZE WILL BE COLLECTED IN A SERIES OF STRUCTURES ROUTED THROUGH ' 1 PLAN VIEW COMPACTED BACKFlLL UNDERGROUND STORAGE CHAMBERS AND DISCHARGED TO A CATCHBASIN AND 30" RCP STORMDRAIN IN ELLINGTON ROAD. � � 'r= ` o TRANSFORMER i 0 1 / x 1 \ 4. DACKFlLL AND COMPACT ' ' I I THE EXCAVATED SOIL As SURFACE WATER FROM THE REAR PART OF THE SITE WILL BE ALLOWED TO FLOW TO A BIOFILTER FOR STORMWATER QUALITY w �'' ` \ --- -' ' 1 / 87. D # 3. HEDGE LOOSE STRAW I I 1 I \ \ / , I BETWEEN BALES TO CREATE I S ITS r S 1,S SHOWN ON THE UPHILL SIDE RENOVATION. LOCATED AT THE REAR PORTION OF THE PROPERTY AND THEN DISCHARGE INTO THE ADJACENT WETLANDS y� j - ° , / A CONTINUOUS BARRIER. I{ }{ OF THE BARRIER TO PRE- THE UNDERGROUND STORAGE CHAMBERS ARE DESIGNED TO DETAIN FLOWS FROM THE FRONT OF THE PROPERTY AND DISCHARGt�� » I i I' 11S VENT PIPING. THE 2, 10, 25, 50, AND 100 YEAR STORM EVENTS AT PRE -DEVELOPMENT LEVELS, : f 11 I \` // ! 1 �, I EROSION CONTROL NOTES: ., ' ,i� A °.7;; � =�„y_,', �+�'�� <� . I r•. k \\ 1 I \\ I , { I 1. ALL EROSION CONTROL MEASURES WILL BE CONSTRUCTED IN ACCORDANCE WITH THE "GUIDELINES FOR SOIL ,,,•r , \ , \ i I EROSION AND SEDIMENT CONTROL" BY THE CONNECTICUT COUNCIL FOR SOIL AND WATER CONSERVATION. ,` \ � "~%/ I� I I �j 4 q I `IqI \\ ( \ , I 1 I I IIti j I Illi�l I l l III j ll )I�I j I f �II��� 11�� I I �111f I II�(I I, 2. HAYBALES AS SHOWN TO BE BUTTED TIGHTLY END TO END AND STAKED IN PLACE USING TWO 2 X 2 X 36 \\ t I �6� \ 9 i x ' , J 1 SILT FENCE I WOODEN STAKES PER BALE. 41 7 ,9 ¢ ter. ,�", 7' °\ X85 2 TOPSOIL ' _ - - - - I � 85 2 1 ' 1 I IO t II11)I l If1�lI II�l l 3. ALL EROSION CONTROL MEASURES ARE TO BE MAINTAINED OR REPLACED DURING CONSTRUCTION AS NEEDED. �'„ f `STOCI�PFLE� .0 P�� (1 I I +I f ( T; ° j V* � ,�0 I 4. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF ALL SEDIMENTATION AND EROSION CONTROL MEASURES \ ° x 5�,.- I eaTTDM of DEPICTED ON THE PLANS. THIS RESPONSIBILITY INCLUDES IMPLEMENTATION AS WELL AS MAINTENANCE. ANY $[I 5 , DRAINAGE WAY :,, ' ` ° ,� �p`�, , I (-- - I PROPOSED CHANGES TO THIS PLAN MUST BE APPROVED BY THE ENGINEER AND/OR THE PROPER LOCAL a,,. i, ri' \\ 1 \ II ��P / � I I TOWN AGENCY. '�, \ . 2 \ I 11 ,� M M , 4 • / � 1 I i I I PLAN VIEW • 1' r wA,Tr Tr]Anln Atn wnn nAl Tn nr nrnnrr Trn n -4 \ re ✓ 1 - V. HIV 11-IRHI, I\IIVV HrK VIV IV OC ITV JI CIrICV KEGULARLi IV EIVSURE PROPER QPERAIIVIV. SIQNE IV BE ADDEU •zr STOCK\ApE FENCE \� x j(} CEDA�� DLL ! 1 I -- g TO OR REPLACED AS REQUIRED, AND CONTRACTOR WILL BE RESPONSIBLE TO SWEEP EXISTING ROADS "� 1r 1 / AND DUMPSTER ` P ;. ;, .�; " err �t 84.5 ,. �, \ p��0 , I �/ / �// / t`\` `\ q AS REQUIRED.. r sA �: " a \, k#," PAD. / y/ • \ ` \ r �z', g4.5 x �GJ� q t i 1 �� l�l,I 1 B 6. EROSION AND SEDIMENTATION CONTROL MEASURES WILL `BE INSTALLED PRIOR'TO CONSTRUCTION,j' r I „ - 1 I U Ifl I I(I� �) If� IIllll III _ WHEREVER POSSIBLE. V > , I r:: \ \ ____.-___ _- __ ___________________•-.--.-_.--.___________-___-__-__ I A NOTE: _ - �' A 'ti -;y+' r^"�f,•," V \ \ 1 `\ � 1 ELEVAnoN AT Po1NT A sHouLD - 7. AREAS TO BE LEFT BARE FOR MORE THAN 15 DAYS SHALL BE TREATED WITH HAY MULCH �1 r ; �� A+, GATE ,'� I I BE HIGHER THAN ELEVATION AT k• 1 ` , POINT B. • ' i , k, ON TOP OF PERENNIAL RYEGRASS UNTIL FINAL GRADING AND STABILIZATION IS TO TAKE PLACE. . ' ey' f 1 _ r r ( CROSSi SECTION 1 r - \ 10 WL I I I �' I ti� `� 8. ADDITIONAL EROSION CONTROL MEASURES SHALL BE INSTALLED DURING CONSTRUCTION IF DEEMED NECESSARY ' , \ � f ` _ �� I I BALED HAY OR STRAW INSTALLATION , - ,. �,� OR ORDERED BY THE PROJECT ENGINEER OR THE PROPER LOCAL TOWN AGENT. h � � ' 1 / N.T.S. - i . 1\ r 9. HAYBALES TO BE PLACED SO THE STRING DOES NOT COME IN CONTACT WITH THE GROUND. a�'•"xr ram. Y` BIOFILTER , / . I .a, ' - f,�_, t" ELEV. TO ` _ I / I . 10. CONTRACTOR TO PERIODICALLY CLEAN CATCH BASIN SUMPS AS REQUIRED DURING CONSTRUCTION. ,r . 1 did = \ «` 4..r -. , 11, IF CITF CnNCTRI1CTInN PRnC'RFCC_FC nI IRINr WINTFP MONT1.1C ANn RI III nimr roi INnATInKI IC_ NnT INCTAI I Fn ' "" 4 - .' 83.0 - c' cAP YAPn I _ 7 i *- THE AREA AROUND THE BUILDING LOCATION IS TO BE PROTECTED BY SILT FENCE OR OTHER MEASURES,��V' " ` ` ' < . OPERATIONS AND MAINTENANCE. �! , AS REQUIRED AS DIRECTED BY THE ENGINEER AND THE TOWN. \ \ $4.0 8__ 1' HIGH 2" STONE „� \ ' 1 ; .xi% �-µµ ` :T�;���yy`��,,�'I, " y'i, „ r (• f• 4 \ ,L� ,i.:- '`I t:: ';� "Z'__+'w7¢'•�` i -Z< 'A b ;.L'4cC"':. �. ^ • w 1 I k. , 1 �:' ` ` �111� �'� ��� 3 WL4 \ THE FOLLOWING IS AN OPERATIONS AND MAINTENANCE PROGRAM FOR THE TEMPORARY AND PERMANENT SEDIMENTATION „ . , ,;,,r a ,; ., -Y ,,.tip,;. ,. . e, , :;t \ \ I AND STORMWATER SYSTEM CONTROLS. IT IS INTENDED AS AN OVERALL GUIDE, ABNORMAL CONDITIONS SUCH AS A LARGE - � ,_ �j.. •' LIB': -IF - '..'4zo- " i�1 ';I� +t': 7 ?" „f-f r;. "- , I ,. ,7 . a L , , r ". " .s' tr { } \ + PRECIPITATION EVENT OR EXTENDED RAIIV OR WET SNOW CONDITION MAY REQUIRE MORE AGGRESSIVE MEASURES TO " ' I ,A�: W�'t:• 4r"-r , :. t ;'< "# X. N_ M: W ,c . \ t I MAINTAIN THE SITE IN A STABLE CONDITION. ' J ' � f :t: -.a �. t ' , ,0" CEDAR \ - J,•r�� +?. A b ""`,2 ,-a,, t"• ,:' \ I , r' +t - a - „ r I. ' •'4�'°II! + ,� . `. 4`i' "A Lt. x rr,,�� ,•• ir' '� ���' �' �' \ 7 1 TEMPORARY MEASURES: a d t a k' r \ : .S, �p Ik.; \ ` , \ WL / I = _ -- . ..� ��r - ,,.ma c � T A:rV _ .s �50A1l;Eli SHALL A -f t514 _'J , aft' -1t r."�F,P u r - W"I r^, °. r; : \ I 1. SILT FENCING AND CATCH BASIN PROTECTION ARE TO BE INSPECTED ON A WEEKLY BASIS, AND AFTER AN INTENSE STORM 'I m I�cnlRc ;: ' �i !,_ I i_ . +� :, �:.;� +;r;' \ \ I OCCURANCE. THE MEASURES ARE TO BE REPAIRED AND/OR REPLACED AS NEEDED. L: { k } , 1 ` . J � ,a L Y "'�_< `w , y,�pz,. t. i - �'', ,, _.¢r t '- "�wey 's Cw7 fiy �, wya'/+T \ r. r. rr ..,r. ,...,.r,.r.. ..,, r,-, r,r u,rr,rnTrr, T,..nr urr,i,v n•rn.fr re• T� nr c„nnr r..ruTrn nn nrnl warn Ac .'tr v�.'.+.a .�,_•i •' ,: nd. ..Xf'1!.'L: �}f ° I! 1 L. Ih1E AN 11- IKAt,IC1IVV AI"•K VIV IJ 1 V C,C Try Jr'Cl, ICU 1171\,C rLCLf\L 7. J I VIVC IJ 1 V DG JV rr LCMGIY ILV VR RGr LtLIrGV ICJ - i' , - _ !,'� .1 - Y dK19�D STaE ,iq:f1ii_ ,l •� � �*- ,tjk- , x+,", ,..Li"[{ �.J)w'V),,�•._ \ I NEEDED TO ENSURE EFFECTIVE PERF"ORMANCE. k♦♦Y 1, > uR 'ct A%,.'�S�t �r� dLmT'� Q ° \ 1 3. THE ENTRANCE DRIVE AND ELLINGTON ROAD ARE TO BE KEPT UNDER CLOSE SUPERVISION AND SWEPT AS NEEDED , r 4 ,t} `" `1; • - I 1 I I I I x , " s "•.', ' al Y i ;k ` r OR AS REQUESTED BY THE TOWN OF SOUTH WINDSOR IF SEDIMENT IS DEPOSITED ON ELLINGTON ROAD FROM THIS SITE. i. }:. ry ` * i. '� ' � `' } �4 .a '3EL . I ` ` \ \ I Fr ,fJ..:, k < Y r . .r,, `� 1 , i-'�i'� _-� 12 '1 -.; � c= ' 6 �1 .,.;: Af ` \ 1 I PERMANENT MEASURES: . a ,. _ :;' 12 `� `. ` i 1� `� 1 to rµ ',% -. ^�,,,Ev •?r, «�,: a . 1 CONTACT PERSON: .. =1� \''1\�L• �1 °�' �'' '"' ''. ham' S - 1 ' 1. CATCH BASIN SUMPS, STORAGE CHAMBERS, AND THE BIOFILTER AREA ARE TO BE INSPECTED AND CLEANED AS NEEDED t \ ,, ° 47,1 I i QUARTERLY DURING THE FIRST FULL YEAR OF OPERATION FOLLOWING THE COMPLETION OF CONSTRUCTION. TOLLAND BANK " �` �� ' �� ` '4i ,. «_ - - - - - - - - - - - - - r 4+, - - 1 2. CATCH BASIN SUMPS, STORAGE CHAIMBERS, AND THE BIOFILTER AREA ARE TO BE INSPECTED AND CLEANED OF DEBRIS.,; .5,1 ,t4', � ` ''+I::: ada" r, al ..,.: < -k� F ` acCif 'yI r'{r'ri- �: ,7 ..r x e _ - - - - - - - - I IF NEEDED, FOLLOWING A STORM EVENT WITH AN INTENSITY EQUAL TO OR GREATER THAN 1 PER HOUR. CRAIG PORTER NICE PRESIDENT) ' ' '� }, 't, }sa he ite is . f r t s T i I o . F., n. L .� h e s o ..... _ . r.�.. _,�I a <.�, r . 7 c e. - .cue ,: ,',, . r �_ a� :Ir = �`r'.:' ,, �10 FJ R CHANNEL DETAIL # w. - � � ' / �, '" BOX 156 .r `• , 3. AFTER THE FIRST FULL YEAR OF OPERATION, ONCE SITE STABILIZATION IS WELL ESTABLISHED, THE CATCH BASINS, ;,�, ., , 11i +. '�' ; :.. ', N.T.S. y i., :- _' ri7 _ ' = « `:" V a STORAGE CHAMBERS AND BIOFILTERt AREA ARE TO BE ED IN THE SPRING FOLLQNANG THE SWEEPING OF t< `.• TOLLAND CT. 06084 -. ,:, : ` " �:j <� :': Y 1 'z.i.,' `� EoA EI m wood ver fine sand I oom 0 to 3 % sl o e ( . a.- r 1 :'',:,L r .yam a A. ,m w'. A'ne..` :` R \•;:w.,r� '`t'f-Y• .7. J J PARKING LOT AND ROAD SANDS. is• ., .:;` , -: _ ,. ... t i. n . J d . r.,., ' { .. -71 ,, rit..i . { < . r 3� , J '.* .t ,, • b?+y f„ _ :?.(•,. , ' ., '1k, -, c, ; ,".'Y -#., 't. r t?' . +-.., 'i.,: ,., { r,. , . . .,,. {, +•: }r.. a .. .., k.W _i .: .., ..v'. -41•. '(r 'r' :+\I" \Iw. S' fy• ;r>. : ( , 1 {_, i s ..+i. Yi'1 I .c. • 't , r f Y � ;fit � a, ' a,,,, \ `' :_Y ., r'.' _ v .. L :: ,,, •, .. .; . .. , +. __ ,,rr ;,: :. +.i; K: ='•• II i a 1 .: ?. A � .. ,1v. _, .-. :� ,. _, ,. iy.d .,,'_ ,-,.S .,-, ,,: I ., +.ti `�' r ,"6r %rsp 4'.,: ,,y, >it..7,�{•` r.�., r .f I a .#: ,1 k .,- a ...., a?.#` F i;- c' nc is :!1. S., e.•. .;. .. 60 875 250 8 0 „w - .. �I - ) .. �,:... 'r ,, . , t $ .. ,c ;.. 1 , - .t . ,.--- . l . ,: 4,.r,'. f., j 7 �t,..r v.'.. t. `R - - 4+:?` T.+ _ s.,, . _ r.., I r . $ - .. ,•,-. .. - '�S y' . ' t .sY. f ,T.. r ..}... ti,+l.. '.A r s ...T. w. .s . P,': s' . Jt. a -: t -, is a �.. .dn.. r ", Y:.:. ', } az •, L - r s' 7 L 'Y" Y rAl� a �'..,', ' v r.. ,, r 1 .. 1 . ,� r T r: "'. P .q .1, . v .� S " I 1 - 4r a,, , to. 'F ��l r. y^ -.. ..�, r.• _ r 6 - 5 .1" R ,i" -T f •� i qpi,;� �r �� u :. Y,I .... .. a f -.` r - .. r i-' ..,.•.,, . .. !Ai- ;. �JQ a,.. Y S.,.._ - % : r e . .�. �, r r P n ( `1 . i ca Y ? ,ra •.'!a' . x , 0. �+ d ., f:4. �s� V� -r"r a 1 ':.h: 1���1 C, .�1. dr . r ;� IE .tr .. 4 , J,S ..Y... o ` Ci• t.. ' i '.» ?+,i- s.9t: w t•1` ,.1 ,.. .' ir. > .* : ,. :,. h .?Z.J._ s . _ ,.,...•R.iW . • .,. t,t"`• .a '.fir i... _:. .. ;Oe ...., a s,_ _ ,. -.:• -.,.r. .a*.��L� I., -�e''o., ,.i c. r - ... '+ .'. - r. - .r .: �rliY �- 1 r,',�.r1 '_' .f 7iT AK.. t' ,t,, 'iia. 7 .1 .;<t �. � _,.. 'T r ?' ft .' ,, ,y � S - _ ,tart.,.,.. : 3r_9.r .•-'- _ - _ .x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS ry ti 1 Asas -a755 RESURVEY MAP PREPARED FOR: SHEET �i �' w a LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE _ Architxt R nested RA r` Vs, ''. ` 41; ,; '. >:�".,� , ', , � , S EDRM ENT AST` D IEROSRON`T � �� ��,' „�_,,. � r C INFORMATION. ALL EXISTING UTILITIES SHOULD 5 2-19 99 «� GRAPHIC SCALE rw fir r, „ ',,_ r �; ' THIS PLAN IS FOR SEDIMENTATION AND ;::. eSi r1 K ,' ._ \�1�7Lj(� �\j q .. Architect Re nested RA 20 0 10 20 40®+� ll ll�®� ���+Y� a'c''g> I �� BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 2-5-99 9 9 " Tolland Bank `� 1 1. ~ I $ 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 12-21-98 Relocate Dumpster Pads RA E R 0 S I 0 N C 0 N TR 0 L ONLY AND I S N 0 T TO L� 0- n �° Y. 1 a;i'.,' voo BY A LICENSED LAND SURVEYOR PRIOR TO �+ - ,; a ; a,` �0����'O��'�� ���■ DES/GN. RA DRAWN RA CHECKED_ R✓A j(�{/��j °7 �J�} A a `" ,I _:_ {. �•1 ! /1AICTDI I Tlf\Ai 2 12-1-1998 S.W. COMMENTS RA t .,- e-% r- L t � r- r.. r- � r'% I I -r1 1 I -r't r- r" n n k I r-�'Tr1 I 1 n TI r1 A 1 .:� t r ( _ lam.' R_ 1 `v`�' EIRonm � on Read / ■ f +:5 i,''-.,,., VVIVJ IRVI, IIVIY. .-.:.. - r ! ' ':' ''` nch = 20 i p ✓oB /vo.: 981150 DATE 11-13-98 ' , . r 3. THIS PLAN IS INVALID UNLESS IT BEARS THE i r - • s 0 Civil En ineers ' Planners - Surve ors CIS Jr a •,alf'I,:. 1 11-16-1998 NOTES RA L`z.' _ y-. , _ • tk, 1 1 O Y , k�i: , -If r a, IMPRESSION SEAL AND ORIGINAL SIGNATURE ,a•�{L� .r. t . •...�.. .� ��', : _ 1 - ., :� , ' , , �x .., .. ,A � ,_ fill Sn South Wn®�� IlA11inecticutt .L•, - . �. .r _, p r. ,1 , .� � fi;- ' , � ,.,.. 1...,. _ .. ?# s y. ,. _ 1 h ellit ro d sout Windsor connecticut 06074 ,`�` y ,, r OF THE PROFESSIONAL ENGINEER/SURVEYOR. NCI. DATE DESCRIPTION BY 65 lout sat e Q h ORAM7NG NO.. 981150 a-- , 1 9 1 . ' �':. , .. ,.,,._.,:._ : _.. ,.._ .. ,,,, :, ,_p., I r , - : Fa y. , t � - a 1 REVISIONS - - - - - - - - - - - - - - - - - - - - - - - r- - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 Stow Mv I V i Lu _j 7., -4- 10 L 01 :nvi �2, Q I Mi 4_� t C� L 0 N 41, 10 01 CHARCOAL GREY — TEXTURED ASPHALT SHINGLES HVAC UNIT 11 Lill 111UJIH MITE P.V.C. RAIL -- I 14+H4+ 4&6 CHARCOAL GREY VINYL SIDING -;.A., M41TF A111MIN11M CLAD FASCIA 11 r � - 1'. " IV— i i � ... - � -1 - 4� . I.; �V � . 4� 1 . - f - X' A"? V 2' SIGNAG Y 01RIVE-TPRU 1/4" V-0", PRESS IV" . 11, 1 1. 1�k..4 I 1 ;1.1 ., f '­_� �' I I ; L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I *,� �%, , . . �. g, My L 4, 0 TORY L_ _j C�, MEQ4 V�, - . A ?4W i NIGHT DEPOSITORY sou----------- ROOM lip 1/873 SCALE: TH ELEVATION SAFE T E I.- L. r= R6 24" A K\ FSAFE t MITE ALUMI M LOUVERED VENT LIGHT GRL I VINYL SIDING CHARCOAL GREY VINYL SIDING F1 RENTAL RENTAL 150OTP 1,453 -AF PROP06ED BAN< 1,32to b F cHECK �DESK Lr) uj qr uj Einn 4�, 44, . . . . . - - - - - OFFICE t DARK KD BRICK ROWLOCK RECEf-TION DARK RED BRICK LEVATION' I —Ott RED BRICK 14 WAITIII* VE51 co 03 30" MAPLE fl oil Lo r, WHITE ALUMINUM LIGHT GREY VINYL SIDING -'COE - - - - - - - - - -0 6'- 8" ?'-0 -4" 18' 0 6'- 8" 80'-0" j-,-. 7'. C, Tel. L WHITF PIPFCArNT-i \/A N1 COVE SCALE: 0 N BRICK A *k Ott 1/8" t(j)FL00 R FLAN SCALE: 1 /8 1 I4 t\N, V/ 74 -vw Ln C [EXTURED ASPHALT SHINGLES -JIM OW. AREA= _4W -E MOUNTED V) , SIGNAGE. AL _tC14 -4 WHITE ALUMINUM 80 S.F. 0�1 CLAD FASCIA �i , i� 20 SIGNAGE AREA= "A S.F. 0- TOLIA LIGHT GREY CY) LIGHT GREY JCCO LIGHT FIXTURE I A TOLLAND BANK SIGNAGE AREA= PLAZA 36 S.F. TULIAND BA.NK _7 ALLOW. AREA= 24 S.F.+12 S.F.= TENANT #1 36 S.F. CD TENANT #2 C� 6'-0" 4 07 C14 4 I I.", CONFERE MITE ALUMINUM 4- lj� &w, CLAD FASCIA- & GUTTER - - - - - - - - - - - - - - - - - - - - - ---- - - - - - - - - - - - 7�1 Wco I --JILJ RED BRICK-T— F QARK RED HL LHH L] HLI JL11 M PICK ROWLOCK T: �: 0" DARK RED BRICK CR '0 S S S E UT U IN 3: MITE ALUMINUM— DARK RED BRICK---J LID-fT GREY STUCCO-J RACKLIT SIGN -NE: GLASS IS STOREFRONT 20 S.F. S LL SOUARE ms LE: 1/8" 1'-0" LLj SCALE: 1 8 1-0 LIGHT GREY VINYL SIDING !', �AW V & MITE P.V.C. RAIL b W., f W A 4 . V 00 ke, �-w ff WAIA LAKII IU m"Nu- r2RIVE-THERIA CHARCOAL GREY VINYL SIDING E­i Lo moser pilon 111110111IN& A"%, I Aft AON%k r% I 11vioul I architects 30 JORDAN LANE WETHERSFIELD, CT. 06109 (860) 563-6164 TI TLE ELEVATIONS DATE 11/10/98 COPYRIGHT @ Moser POon Nelson Architects DWG. N 0. A 2 F"-pTTIIIIIIIIIII EX. 12" WATER ELLINGTONRTE. 30 EX. 8" SEWER INNE — — — — — — — NEW — — — now — — — — — 0001 — —O— — — — — — — — — — — — — — — — — — — — — — — Was — Wool — S.M.H. T.F. 82.90 EX. PVC LATERAL INV. 73.80 � 6 o p i 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY +�N LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD CD v BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 1j 0 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD -01 co 4 BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE \ IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. I DA TE BERM �Q�����J,`- 1 10" CEDAR -- -- -- -- -- -- REVISIONS DESCRIPTION 3'� ► ll�t�LY s�ti�e>��v Qr1.lE i314 t-t k M vt�. i-t �rTzat•��-s�-tALL Fit �>���T F��T >✓>� Tb A t�T±-4 4 � P•�'- I�AN -•S � -p � � Mix or- fioPSot L_i ,OW FpoST klS�t'►t-1 G �oti� Symbol Botanical Name AF Abies froseri AS Acer socchorum 'Green Mountain' BN Betula nigro 'Heritage' BW Buxus microphylla 'Winter Gem' CAS Colomagrostis acutifo/ia 'stricta' CAE Cornus afba elegantissima' CK Cornus kousa HF Hosta 'Frances Williams' HK Hosto 'Krossa regal' HN Hosta 'North Hills' /M Ilex x meserveae 'Blue Princess' flex x meserveae 'Blue Prince' /V flex x verticiffata 'Sparkleberry' Ilex x vertici/lata (Male Pollinator) NS Narcissus 'King Alfred' PA Pennisetum olopecuroides VP Viburnum plicatum 'Shasta' Plant List Common Name Fraser Fir 'Green Mountain' Sugar Maple 'Heritage' Birch 'Winter Gem' Boxwood Feather Reed Grass Variegated Dogwood Kousa Dogwood 'Frances Williams' Hosto 'Krossa regal' Hosta 'North Hills' Hosta 'Blue Princess' Holly 'Blue Prince' Holly 'Sparkleberry' Winterberry Male Pollinator 'King Alfred' Daffodil Fountain Grass Shasta Viburnum � ��G I u G- �A•tZ l �S X . Su Pa&KAO e- Shrub Planting ;►! I !! l5t 1Jl1�-- ffl Tree Planting GRAPHIC SCALE 40 0 20 40 150 ( IN FEET ) 1 inch = 40 ft. -tNL ra: ,b.t-ft� � o � T•-� � Z yz " - 2 �rt-p.}-Ics• cq� , <r- Anovr Sot L- 5 V f�i2A. PLANIMETRICS Landscape Architects • Development Consulting Planning 6 Zoning Consulting 136 SMoabury Road Avon, CT 06001 Phaim ("0) 677-5267 Fax: (660) 674-2693 Size 8'-10' h t. 3 "-3 112 " cal. 10'-12' ht. 15 "-18 " spr. 1 gal. 2'-3' ht. 2 1/2 "-3" cal. 1 gal. 1 gal. 5 pt. 24 "-30" ht. 24 "-30 " ht. 24 "-30" ht. 18 "-24 " h t. 1 gal. 24 "-30" ht. P`:410z,Y-1 M V LC, 4� Quantity Mix or- -r-oF- of L-, G O M Pp ST' 4 tic 1--"'t"t f-1G 5011_ 1 PAV 6wy W� GR*W#-L Ste' Ar IW*'Wo 501E ul'1Afl- 'T am" ft t COM ri V x 2.0 1C Stl' Or41rlr-ijoris 1wiVWN moewfl~ LAN©ICnPE DES/GN.• RA I DRAWN.- MHA I CHECKED: RA ✓oB No.: 98-1150 DATE: 11- 7 7- 98 DRAWING NO.: D: 1 AJOB 19811501 1160L P. DWG 6 3 3 32 33 20 1 19 45 20 17 1 15 1 500 14 19 1pM 's► I Tree Guyin Comments B&B B&B B&B, or container cost. cost. cost. B&B, specimen cont. cost. cost. cont. cost. cost. cost. bulbs cost. conk vl/pof VA. Se ftFtaLr Eb rlww WW.K sai.0-01 PREPARED FOR: TOLLAND BANK 1665 IEILILRNGTON ROAD SOUTH WRNDSOR CON N ECTRCUT SHEET L1 f -f