Loading...
HomeMy WebLinkAbout00-60P_BENJAMIN WALLACE, RICHARD TUSTIN & MANCHESTER MEMORIAL HOSPITAL SITE PLAN_SULLIVAN AVENUE- 111'1�* 1, - �.,4 ,Q -1, y !p•r'. Vekll��,­ '�ixi'+''N •irr�f ' ` c,} ` iSa:;,-` j.` - ` f'i, z r''._�`�, z�r"p::• r, w o `ij`�b''a.� '�_ 1w Ir 10tS v '� , ," i Ya% a. •: " •,;4 X� h 'i♦E'`7 sih a C.a1e�`f Si •,4��• qm�d . �.4'( �k� ., � rk` ! A y�Y`t ti? ;5 T .1 8a. at _ t' "'. *:urR141a Ila e­ - � r a ,� �4 4 *4 ' ., y y� X�4.1 min C / I } i. .�t4r ,n /..ffen 42 s_ Mj �' :'�5"� -ryl� �i..- tR'"#•'k ­� "-A,t,:,t; i .� .. ""t ..1. .�­ ­­ I ." h.{ ..r , a _ :' Pr ' .k�i �:;°' � ; `,}, i' v`t'- E;;+ 4, fi r '"! r7". lx gp { , } i', 1.. 3.:f; •�; d , .4'`��rf "; �i;yi, a# '7�l�:,.'''� • f Y,.-: y,, 3,�r is tv ", n :4 �, � xi.= ^ � t _wl> ''4'!s i,.t 4}. I. Y 9' . h M' ;i M ,.�d eP i Y w t t M1 i '. . r : yp t'. i ,{, wb r {;r'it�v tt • `b t r t i R. !„ rTA �.,,y. ! ''oay� T y d �y,P el. �' - L r7 1 1, PD , kk . nche P f., _ _ , 1"'_!� '. 4 �, , , - .,. , i '. �_ 1, ­� , , / Y . � .:.­ .. �+ a . i. r I: I..'''. Sr 1 _1s Y I) . I .1 . .4. 1 . . �, i . � . . . I I � . . . �r. . : , I... . , �.� I �!i_, �,' .. I.- 4. - I a .. �. - �` (, , N r. T , .. 11 �t11 ."__ H , _�_ i'.. , r t ♦ �,.. P� i ,. 11 .", .1 �, ,�' ..� 1. ,. .. �r ! :n,e.• . ': - 11 11 I ',;;I I . . ti. .--1 91 4 S 7%1: i. . . A f. blRQv y`kt F rl Ida <n , wr ti' 41r ti. 1 ,1 sib . .: �� 1 fA ' J 1 4 1A_ *1;' `.v, i" _ x �! �r i 4` .. t ;0, d P - �i. t�' k r R �1 P*Je,, �1 1=t.}I -' : ri ti �r 4 'kry 'b,� s,. a, r ,4 ,,,. J !4 j' r " 1- I # .4 t" � S.. al,�j'r I, 4 (n-- � '' n gn`4 0 U L L H V A �W(6 Q? �_, V rrPrnrPil lixT#_ V i ♦e V sj& >. ♦/ \.a "' 7 • i &esign rofesslonalls, Inc. I Civil Engineers • Planners • Surveyors • CIS 165 South Satellite Road South Windsor, CT 06074 (860) 291-8755 FAX (860) 291-8757 ARCHITECT: FLB Architecture 81 Planning, Inc. 19 Silver Lane East Hartford, CT 06118 (860) 568-4030 LANDSCAPE ARCHITECT/ LIGHTING CONSULTANT/ TRAFFIC ENGINEER: o2l BSC Gnt 1 200 Glastonbury Blvd. Glastonbury, CT 06033 (860) 652-8227 FAX (860) 652-8229 f 1 6, f ,' q - - i r� '' "- !kk, _ 1. ,,, �y 4 i. Mr _ *' , �` - r �# i 1 i s ,,, ( F THIS SURVEY AND MAP HAS N PREPARED A WITH T - -1 THR - - S BEEN E ED IN ACCORDANCE H SECTIONS 20 3006 U 20 3006 20 OF THE ♦ r.. REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF r.i.:i 4 +�'• �, . '$ CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. THIS PLAN WAS COMPILED IJOTES' FROM OTHER MAPS , RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION. IT IS NOT TO BE CONSTRUED AS +tA %.er '' HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE � . i, ; ,,, ; ` TT ESE DRAWIN65 ARE TtE PRGPERTY GP DESiC�N PROFE� ,5, ING, AND F1AVE DEEM FIELD SURVEY MAY DISCLOSE. �_'rt. ra i' #, PRF�'AREr� SPEGFIGAU_Y FOR T1 E OWNER/Af'PLIGAtJT FOR THIS PRO.EGT THEY ARE NOf t ✓,' .5.__ TO DE U D FOR ANY OTTfR P1�P05E OR 6Y ANY OrtfR PERSON OR PERK r TO T,IE BEST OF MY KN AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. • 01 r� WIT11l.r THE EXPRESS WRITTEN PERMK_11 N OF DES10N PRDF1549c W-5, 11G �^_+R,� a l• a '.: -, , v s' 12882 tit �' THIS PLAN IS INVAX UNLESS IT DFJ'RS THE GRIC7Wi_ SI6NATI�E AtD 14''RE690N � _ L•t,'� , - RICHARD P RTEL e' ,'' LIC. No. _ __ ,_... _.__ - _ _._. :., GT I r1C r t<L4-r Il�T W_ CfJEJR�CK ChC SLKVCYOK y r:d> k " �: ,,;; _ 4 4 A •, yl' r 3. y'al`., • *., L • : k, s*" .m}'a, t _ - S: .4. ',,. + y. _r_ `. s 1 r �, �. d u s' t 4 r 4 r t• m - v Y ''i tom. 3 .. r}- . 7 .. _. - y 1}��f•11 j. �} .. f ��' •i.... SY' . n ` j '.`(.�. -. �'r 7. .:, a ,_',w� .", }Pj^, ,'•I �' iq . •. ; f' 'r:� r r i:' r-" k ' r`h11 a ¢'Y x7^3 r' --..;y rS . ';1:. - : Ir Y,. N. x' T,' + t'!i: J� ','+r' n: .1`. i,'.' + e' .;' ".�, �':'idK :'#. �` p�+ ..i- r.P lo�i,:.c::. g't:' K' . t. t tt .a. r. Y:. -..ra. - ,. '.rq _ 9 - y� •��µi•}, ,F,: r. r., , i :i. li,rlti '. ...iP.., :: ., .,,r.( t:. ,i ♦ �, i . , `� $. F Y;^ A'!i. �'rR..., w'i 'f.•'. ;.,Li ,.,; s F+ ��.G 94"_ ,- . ... m.rf."F._- .++ f-ln. .. ..-,. , �. �^- x,� "( .£^�:#'. �+ :.'-+,_: ,a•a.x,'..'" -v+: :t 'w♦asi�$1 �, �.r4"._c x�.' .' wr ipolh4alod �Mw. r I . P H-, erg i Tustin & 0 1 '­�__;: {: 4a I r 1,.., : :+5. O&At . " t I p - 4a kz±-;` .­4 !S'. � � h.. ''I b,;, t: " '`_a I fir.. �' � a.F ;,. ¢'_.. af�P.j�F 5 4 Y ... , 1 .. +P !w ",' k t 4r '�'R i ♦ - .fi f r 1 .''i 't �•t r P. 7: r 1 �TT ! H1 I . n, S' nL -. rr r ' A. 'i _ Y :t t e �t 3 ir- +� } i s, 1'. ; Y' f 't# a ,: ; +iw it 1 ' r ,., - - ! 4 F� ' r:. . j,} �C"' k`" "';.Dr i } � ' •t s = i r 1 My tyl wrt :,x L g rti t " x ;' r S� .'.. ,1k, ,�, .y. - K t4T t v✓ 1. y rrrt :. t, i P P'a It r D, 1. �il .' O, rr r t \'a I W ig '' , � - s r l "` ,� ", +fit " ,r 3 I -,T' '. ,x 1. E PLAN' '­ - `-�:,- � ;:_', r'' - _.. ay. ! R it.� J ' •; �' j1• 1 ' ­Url;�_ I,W` 1* .e' [ .1..�,_t­_ I r a 1. �i"L'_ �itl­v ''.."t. �:,'_,v ':�'T!�, 1 1..'�'� A-' --:-t%-f J T1 1;;�11 , ak a s- { 'tiP; k 4, Sy�L <,L­._'-,-��' l <, y '.r , - �:.� SOUTIHI D �D r a''.cc .ei_ !�.._:�11 ''... __�, ,te� YA, " ,_�i ',�., �j .., 11. 1 j 4, . . + t .,. 1, ` r w.Yi r, s , tyv , Y. r 1 ,'t� *Srt I «' j T , `_ [t �k a p1 . fl 1 't, t f V% , 'S : A k '1 �!' T., . �!, , x ter ` c y a � ,, . k s.+� t y i . 1�- , 'ht I t N'. - .. '" sr J. _ �"y,} i r. r t' r r t tF '� 3 r 7 4 L a a r' �� . a - - j.. ' #" ".1', r L ;-` - - �.-' '' -a� =,rr :'a 1 ,,':int s iY.•a. ;! « - ./� P 'fir 1 '. -i. i 4- r' - 1 i� 4 � 7., :11,. r \ D � r . `, 4 ~ yplf��" 4 `5t � �< a i T..t.l. •._ A V 0@ y[Y, -. - r� o . ... ..3, f tcA : a l ! t r W 1 64 1 TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVE 64 2 64 3 SARAH B HILLS SARAH B HILLS 146E SULLIVAN AVE v 4,,. �ft,jigi�'l,, 1468 SULLIVAN AVE 64 27 HELEN KINNEY , P.O. BOX 519 s � 64 28 PANOS LIVADIOTIS & JOHN C JOHNSTON 96 WALLOW STREET 64 25 MANCHESTER MEMORIAL HOSPITAL ¢ 71 HAYNES ST., MANCHESTER CT 06040 � • ' 64 24 GAETANO & DOROTHY C. JODICE r 1510 SULLIVAN AVE • , 64 29 ROGER L & VIVIAN L CHAGNONA 1511 SULLIVAN AVE I fDkll1�r,+ 0.= Y a�a �,' 64 30 DOROTHY ALLEANO 1519 SULLIVAN AVE .A� 'F i 64 31 CLYDE do ELEANOR ARCHAMBAULT 1527 SULLIVAN AVE . "fx,1- 64 23 KERIN, MATHEW do MARK PO BOX 330910. WEST HARTFORD CT 06133 �I' , '`'. 64 32 SALVATORE do DORA S. CORTESE 1535 SULLIVAN AVE ^!�' 64 22 TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVE r-' '' 64 33 ANNA E. & DOMINIC RAVALESE 1543 SULLIVAN AVE X r 64 44 RICHARD S. KELLEY 1744 ELLINGTON ROAD x , w, . t k ,L 5.1T'.A1 fir` 1L.� w.Yt�M:�w�".:1-,-4 4;iV,44r!4i-+,-'F lt'S .-;._:,1i.e��_ 461��ir�1 &A._&1 %$ TCiflIN �# . i , :.ay >� / 1 r I '., I. ,z:.I'"� f k �- 11 Labrory Complex t.A` ,"-1- ', rl - ,, y r.,. 64 22 "t , 11- , r �`� � ,_....-.,,,.._ I- %iI E T �_�� \ \. ... - . , . . . � I , ,..,. t yr a;,,'. f• . ?.k. � ,�: r wy� •F 1` KEY A11A P Rl, N ., 1 Lwi . vv v OWNER�APPLICANT ry" '"��,V,� _�. `` .� 2®®. t _r "' � x , Manchester Memorial Hospital ,�_ and 1 496 Sullivan Ave., LLC _x_ ...- , ?'; .� . I , c/o Wallace -Tustin Realty , � �= 22 Mor an Farms Drive1. .. s :y.n ,: , 9 A r: 9 1 ;, t t- I � I- . t < ;SOUTH WINDSOR, CT 06074 1 �- I >, y . -, Y� TEL . (860) 644-5667 . r a r;. �fi FAX. (860) 644-3668 . ' Y . . . . '. f J ', L - ., r - - -. V , 1. 1. .. - V - " h y{y�. � a}.yy�P tl j',we i '"�?; D;`a,a.�t'` SDUTH WINDSOR ,�'a: ,..j ':; �r,. a 4R. I k 1. V _ f\ t� . � Tk�l r;..�,tw .:�3'�a: n> r.nlNliP.l(� [?��'1. ..z����':�a!�#`1� :=.^ � a .,., .� w .._ter ::..= Aaw --- -- _____ _ _ ___- wl _ LiV6 ?Ilk; Zonho Data stock ZONE: RESTRICTED OFFICE (RO) *** ITEM REQUIRED/ALLOWED PROVIDED (1496) PROVIDED (1504) Lot Area 2 Acres 0.63 Acres 0.45 Acres 27,633 s.f.*** 19,815 s.f. Lot Width 200 ft. min. 100.00 ft. 100.00 ft. Lot Depth 200 ft. min. 198.20 ft. 198.20 ft. Lot Coverage 30% max. 8.9% 13.4% Impervious Coy. 50% max.** 40 X 65 %** Building Height 30 ft. max. Front Yard 50 ft.** 44.49t ft.* 48.4t ft.* Rear Yard 50 ft. 97t ft. 82t ft. Side Yard 25 ft.** 18.67t ft.*&52.32t ft. 14.15t ft.*&12.14t ft.* .R'k-' , * PRE-EXISTING NON- CONFORMING CONDITIONS V 4 *** SMALL PROTION OF 1496 SULLIVAN AVENUE REMAINS IN RR ZONE PARKING FORMULA: 1496 SULLIVAN AVENUE: EXISTING BUILDING 1,708 sq. ft, + ADDITION 728 sq. ft. = 2,436 sq. ft. k 2.436 X 4.5 SP. PER 1 K sq. ft. = 10.962, 11 SPACES REQUIRED, 14 PROVIDED 1504 SULLIVAN AVENUE: DEVELOPED IN 1988, 2,900 sq. ft. & 5 TREATMENT ROOMS. 1988 PARKING REQUIREMENTS 3 SPACES PER/1K sq. ft. = 8.85 SPACES, WITH 13 PROVIDED ORIGINALLY, & 18 PROPOSED OR A NET GAIN ON -SITE OF 5 SPACES, OR 9.15 MORE THAN REQUIRED WHEN DEVELOPED IN 1988. TOTAL PROPOSED SHARED PARKING = 32 SPACES WITH TWO HANDICAPPED. ZBA APPROVAL REQUIRES WRITTEN AGREEMENT AND EASEMENTS FOR SHARED PARKING AND DRIVEWAY, TO BE FILED ON THE LAND RECORDS. ** ON MARCH 2, 2000 THE SOUTH WINDSOR ZONING BOARD OF APPEALS GRANTED THE FOLLOWING VARIANCES: 1) TO ALLOW UP TO 55% IMPERVIOUS COVERAGE AT 1496 SULLIVAN AVENUE AND UP TO 65% IMPERVIOUS COVERAGE AT 1504 SULLIVAN AVENUE. 2) TO ALLOW DEVELOPMENT OF BOTH PROPERTIES WITHOUT BUFFERS OR WITHOUT BUFFERS IN ADDITION TO YARDS. 3) TO ALLOW FOR 1496 SULLIVAN AVENUE A MINIMUM OF 12t' NORTH SIDE YARD, 17f' SOUTH SIDE YARD AND 43t' FRONT YARD. 4) TO ALLOW FOR 1504 SULLIVAN AVENUE A MINIMUM OF 12f' NORTH SIDE YARD, 11 t' SOUTH SIDE YARD AND 47t' FRONT YARD. 5) TO ALLOW PARKING REQUIREMENTS IN SECTION 13.4 TO APPLY TO 1496 & 1504 SULLIVAN AVENUE, IN LIEU OF SECTION 5.3.4.4. SHEET INDEX ," in,-1 COVER SHEET/KEY MAP ,. PEOT PLAN r`A � _ 3 TOPOGRAPHIC PLAN 11 4 SEDIMENT & EROSION ` CONTROL PLAN 5 DETAILS L1 LANDSCAPE PLAN A101 PROPOSED FLOOR PLAN A2n1 PROPOSED ELEVATIONS a0*-.. wwibsg�Rhgw 2, V tttltrea•a'•w,,,r b' g,, ►�T i! , •: I �V of '1 47 9 Q" I Sf�9 001' 1 Z j� N 0 J IF °jVar . O N to- _00 \ REVISED 3/30/01 DATE- IZ-11-00 eureT 4 ItiiGG I I F:\JOB\I251\1251 c v.dw9 a i"M - ,, ' NOTES: 1 ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON 2 HORIZONTAL DATUM: NAD 27. 3. VERTICAL DATUM - BENCH MARK, TAKEN FROM RECONSTRUCTION CONSTRUCTION NOTES (SEE NOTE 4). 4 AREA OF' 1496 SULLIVAN AVE. 27,633 S.F. = 0.63 Ac. AREA OF 1504 SULLIVAN AVE. 19,815 S.F. = 0.45 Ac. 5, NO WETLANDS OR 100-YEAR FLOOD PLAIN ON PROPERTY. 6 WELL WATER AT 1496 SULLIVAN AVE SHOULD BE TESTED AS A DRINKING SOURCE. 7. MONUMENTS AND IRON PINS TO BE SET PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY MAP REFERENCES: f _AO Stlll IVAN AVFNIM • fxhJlit W"JiWkt (X.IWN (Mihl t t,tr MtC i C•nl]ft aaa � SN ilpt + M,+rc h X. 20111 ;11 - Mt Pctci R. DeM; at; I )cvsµn Nmler M, lox DSouth tiatctlrM ltoaf __.- � (``---1-' J`� r�lil w+ndw,r. t • I tine 74 LL�MQ7 -- � +�8 R C _-DCCA�DIC> M�) [?tar Mr UpMa1 rt r 0 lJ -�- No. nppl 0,00»6Clf', MMH van! µr!lr/a'111opeitftik ldbDK llbllt We tuc plomed to iidvtllc you Ihsi theitlumnjl 'ti , l III nt, TF 112.13 with mcislihGsUtltnr+the alltrve n7tv; 1flltpll ot" jorflx1i1 11910 0 1*10110100110" 24" RCP - If 108, 03 `flat uppmvul is for the mrxltllc-.rttnn to an nxlahng ttna-tut'e uttrrrtt'lietl iliflftpMy kit•Attxl ar 1 A'N. Sullivan Avciiut- tier a parkinK iuxi dnvcwity romli icatitm tit 1 SO4 Sultit AVOW lit ► tune pe ihnwtt ,It$ 11I4119 - '- - _--- -- -- _- -_ -- - - --- - - - - pn:purcd by UanKn 1'rntctnrvtulltt. Ink., Job No 'Ju 11NI. doinli � AX) a(. 11uo atnn++val 1. auhlnl t re. TF 106.17 =-= - the lulluwing mtxliliewions. N 3634 / 2.8809 w� 102. 7 �"-"�"' 1. 1trlCrM Cctrttmenccnsnn A[ittltyitllttwtttk, a ttlr:l+ttngft"b ► 1 w11h lown'41*0 r - i 653157. 558� +.... ! w+~ 2 No building permil will he utetuxl until the f nAl myltrt" hyvn heal liletl In I he-1'nwil f'hI'litpfl'u i R=97Q.00 """"� A- An ax-bulb plan iv irtxl inar to laananee of a C.'afificatte of 0-clt a Sedum �,"LIQ of o' 711n!1„ N 363463.6315 583.0C� ""'_'---�L=78.52 p itYltl 1 r ' p E 653082 0532 78 Q?' Tian=39.28 ` ` ltettubst`c)ita. 4. 1-ooting drarus arc required it the hotldtntz b"tt // ��=04'3$'18" 5. A latxlitc ipc lx)ixl in the atnount oPt 1.(XIO itiiapimd* mom ho submitted ,pdor* tf z , /� / [` 6. All plant. used in the field by the ticvclnprit tttu+tt tfat)t tlltl stamp tit >tnritl � i1�I1 cif S 4/ �. /� \/// Stxrth Windmor 5�' 7 Puking liannula rntut accLuide;ly rollec.l currlult rotting tn4tnrcltlrnth Zt� rn N ` It In ircconktrice with the provoitonis of hoction 3 A. thee;lirant» aftall enter into t1 W file. on Ow land rl ordr, I a Itiim ae�t:cxttr n>;rrcriient that iiicludtri at nnnnnam the fniktwlnt+, J3 // = 4&00 0Ant rute>Tnertt allowing cru!sr acGW9 k+ and frvm the other prnpertres t10ty11d by the shwal driV+,r, 69 71 TP3 , ` a An at3rrw"wnt thief rrmaining wean nghta dctnq Sulliv en Avtnnw witl besdaiihcattiel to the 'f o,",oft1+ \ fan= 47 54 U Wiixlsor 4nd pre existing drtvewayl will b0*110 od Imtrt!xhately allm theAvreAl drivt•w,ity is . \ 106.38 / D7", Z� =99'50'49" t / �'� • A joint maintenance agreement def q# llWWNItotwice rcep)nraloliUca of nnlividwd property ownttt02.03 / MON. • An igr+le ram thof at +nx'h Urea 111s1t#ranrice (invt: m but tin fowit land In the irtr of these {+tap j IRA. RESf)EN.�AI ZONE 5 eitkili edto the property hounday. the applicant is mquiti. to <rmmui to 11K: Mxvtcr olive at the oi10�1Ufiy RESTRICTED OFFCE ZONE -� C - 15" RCP rr_-� 12 1 � �� i. P. boundary within 8 months of completton of Ow d�rivm•, and the cutsting tit ive to Stilliv.w Ave nlual boocl w a 0.77' SOUTH right tarn only entrance/exit. 0.05' WEST 9. Revised lighting plan must he brought to ADRC tier review, and decclrative lighting tlxtitrra munt he Irtoti 2 n �� 10, 6rutuid mechanical unites must be ncmtned 36341.3463 V 1 1 ! j 11 A parking waivcx of 12 Tacat it granted A waiver to Se"ion 1.A ) his granleel to ;illow the ahiuM driveway 140 foot fitmi the intersection of Routes 74 and 194. When the interconnection tv Hie Nowt► J lall L 65308.6304 6 .�-J `� �. _ sen icc (hive acrurs a waiver of are additional Ihree spacci< IS granted 44 49 1-�'1 ._ t _' ` , i �� 12, A waiver to 2-acre lot size is panted. L Black and white trmupsre nt mylars of Sheet H2 with the above niodificatiotu, together with three bluelinns copies of the txitire yet uf'platis metal Its; submitted to this CInn nIsswn within 30 days to he stkin pcd and sIKrttxl �� The letters of approval of this Commission as well as the Inland Wedanrlis AgcncyK'on.+crvanon Coinmitiruon O G� io t , s, ,' ` Q GJ ) 8 must he nZlnxluctxl on the mylars. 4. \ tN 8 U i 0 S,3 O0. Aficr the mylars have be(xt signed by the (:uminission, they will he mourned to you ti,r filing in the office, of the FF , 9 N i� Town ('jerk After filing these plans, a copy of the roce)pt must be sulwn+tted Lathe Pinnning ik panrnetu V 114.31 N Very truly yours. 1 , J GAR ��/" S J TP c , z)�i �e,, 112 96 � 1. MAP ENTITLED "TOPOGRAPHIC PLAN PROPERTY OF MICHAEL W. SMITH" 1504 SULLIVAN AVENUE, SOUTH WINDSOR, CT. SHEET 2 OF 4, DATED 9-17--87, REVISED TO 11-8-88, SCALE 1"=20' PREPARED BY LUCEK ENGINEERING ASSOC. INC. 2. MAP ENTITLED "PERIMETER SURVEY PROPERTr OF NORMAN F. HILLS,JOYCE HILLS AND SARAH B HILLS" SHEET 2 OF 2, DATED 5-24- Qa ;_ALE 1"- 40' PREPARED BY DESIGN PROFESSIONALS, INC. 3. TOWN OF SOUTH WINDSOR - MAP SHOWING LAND & EASEMENTS ACQUIRED FROM MICHAEL W. MARTIN MD. BY STATE OF CONNECTICUT CONN RTE 194, SCALE 1"=40', NOVEMBER 1989, ROBERT W. GUBALE TRANSPORTATION CHIEF ENGINEER - BUREAU OF HIGHWAYS REINO A. KARHU L-C ASSOCIATES. 4. SULLIVAN AVE. (RTE.194)/ELLINGTON ROAD(RTE 74) CONSTRUCTION PLAN, RECONSTRUCTION OF CONN. ROUTES 30 & 194 AND BUCKLAND ROAD, AND RELOCATION OF CONN. ROUTE 74, TOWN OF SOUTH WINDSOR, PROJ. NO. 132 - 102, SHEET 43 OF 130 STATE OF CONNECTICUT DEPT. OF TRANSPORTATION. Walter J. !Mcaly, C'hairmrm 25' S.Y. -_ Planning and Zoning ('olnmisston COMMON WJM/dlt` \ -1\ 18" r 1N 1� sN E r \\ 67 `\ � n \1 DSEP11C TANK (LOCATION TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION) t � O2 APPROXIMATE LOCATION OF LEACH FIELD (LOCATION TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION) 1 `jv V APPROXIMATE LOCATION OF WELL (LOCATION TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION) ` t ( ::) EXISTING DRIVEWAY TO BE REMOVED i 5 FENCE (TO BE REMOVED) ` 6 PULL BOX TRAFFIC POLE nr) rAIAnur 1\/AI I 1 0 ) r\L 1 /111VIIVV YYMLL - O TRAVEL AND PARKING EASEMENT IN FAVOR OF 1504 SULLIVAN AVE \ LIMITS OF EASEMENT TO COINCIDE WITH EDGE OF PAVEMENT. r (i0) TRAVEL AND PARKING EASEMENT IN FAVOR OF 1496 SULLIVAN AVE. LIMITS OF EASEMENT TO COINCIDE WITH EDGE OF PAVEMENT. 11 NEW ENTRANCE WITH HANDICAPPED RAMP 12 PROPOSED SIGN i n :o i UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE REVISIONS -- -- T- INFORMATION. ALL EXISTING UTILITIES SHOULD 4 :)";m/ul driveway ogreer-.ent RA BE FIELD ')tRIFIED PRIOR TO CONJIKUC Ti OiV. 2 ALL UTILITIES ARE TO BE' STAKED IN THE FIELD 5 3/30/01 approval fetter RA BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION, 2 2--07-01 town romments RA ' 01-02-•Oi town cornments RA 3. THIS PLAN IS INVAL," UNLESS IT BEARS THE IMPREiSION SFA! AN!,1NAI SIGNATURF rsn SURVF.'OR, NCI C`ATE DF_SCRIPTION I BY 5' OVAL SIGI`J 4e-A, Z ' rn \`ENCROACHMENT \ o \\ THIS SURVEY AND MAP `-iA� BEEN PRIFAHE N ACCORDANCE WiTH SECTIONS 20-300b-1 THRU 20-300b-20 OF 1"HE REGtit ATiONS OF CONNEC11CUT SiA AGENCIES "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECnCUT" AS FNDORSEO BY FHE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS SURVEY CONFORMS 10 HORIZONTAL ACCURACY CLASS A--2. i"0 THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IA C NOTED HEREON. 12882 '�ICHARD P MARTEI N,, �r O PARKING AREA - - - - -- -- -- I . P - - -- - -- 1 0.82' SOUTH -rEXISTING 0.07' WEST GRAVEL ..PARKING PAD t, Z ' \ PARKIN o• 0 O. IN 10 C (51 Z. 20&61' N88-58'53"W O N G�ETANO DOROTHY C. J 0 D I C_`1 E 860 • 2.91 - 8755 GRAPHIC SCALE 20 f IN FEET &rottessionals, inc. I inch = 20 ft. ! Civil Engineers • Planners - Surveyors • CIS 65 soutt Sure+I ;e rono south w-so- 06U74 a: Town Engineci C'luef Building Official Asw_mw Superintendent of Pollution Control !•ire Marshal :Marc If, Lary, C'EO, MMH Wallace -Tustin Realty N/F TO WN OF SOU TH WINDSOR LEGEND 0 IRON PiN TO BE SET • EXISTING IRON PIN 0 MONUMENT TO BE SET ■ EXISTING MONUMENT EXISTING UTILITY POLE EXISTING CATCH BASIN AND PIPE -4S�= = EXISTING SANITARY MANHOLE AND PIPE N DUMPSTER PAD PLOT PLAN' DESIGN-- RA I DRAWN. RA I CHECKED.- PRU joB No 99-1251 1DA rE- 3-3-2000 DRAWING NO.. F.- ✓0B/125111251- 2 RECEIVED SEP 2 1 2001 SOUTH WINDSOR PLANNING DEPT. OWN�APPLICANT Manchester Memorial Hospital and 1496 Sullivan Ave., LLC. c/o Wallace -Tustin Realty 2-2 mv+yvrr Farms ut ivc SOUTH WINDSOR, CT 06074 TEL. (860) 644-5667 FAX. (860) 644-3668 PROPERTY SURVE'T RESURVEY BENJAMIN WALLACE, RICHARD TUSTIN & MANCHESTER MEMORIAL HOSPITAL R496 & R504 'tSU LILRVAN AVIEN IE SOUTH WINDSOR CONNECMCUT H Ahk V ,n: f'k.. r m ..@° '. « , a- , .. ,�. .- rr. ,. •t,;:.;.,., - :,•ti' �'..: c s{� ,r s. P' "7 ., b:i. .. a' '�7FP'!,, r ,o' ... _ f .. ..e.z . fl�"D._ i "1•,, . :.,}�.. s Pr r \.. - `?'-� . ' Z [y�y.,�� 1" 5 �, 4r - . V -- ,4 111 , It 1 I*' R -', 3'yj� r. -- ,r»D rv_ i• .. , ,... e.i�{. .-.>.i ... , ,.. f'. N V,I ., i, t. �... _. .. .-�' r`Y �!a..• "!'. l_ ' Y^� .!"l r":%•5 ':f n. N \ � ..� y.rx x. +. .4. i„ .'''�. A .! " - '+5., V.., ��.'lf1` `'t `�a. e. .;'gg� .. .q .' -:..e ..'-11� ....,U ` . .�, :,..-. _ _- r:, .. .,. x- .r -.'s, .w k: �",5• 1-<.�� 1 t.+ I }.:'- Y:` �?"Nt it' .t V, .iRprbnslt*!\.! ,,. „�I..,,�«„,F' .�Yr... -xa "' � - -, ... �...,.. .•,. -n .n ,. . , - . - - - ,,. ... } , A a::. >t a ,.> ` x:a. `iLe 2r •-'% -�. -`'�,` c,,w-, - •.. - .. .rL 'Yr" _ dam', �y ..';'ii e1"." _.1. n " , 4 h ,. 5 . y ,i , • ". ..y R . < . 1 <.c_ . 71' . !. i', y' '. f.. .,,, !11 r' y lr• l I , ' :y u' -, , Y- .pp` .. - - . �' At' 'y. 'A'' M' .y am` 5 - :ly. ;.. r� , ,�7. •".,` „+.e. '.t" f,y ,�..iS , - ppyy �y - - . k r� ( .': ,4 4 ry _ - y,,�'t - ,. ,!Y" r Y Y z •. .. a L .� fY. !:J"": r z- s "f'tpR q 11 hi. {A , +' � rr T r }} �t ..., a % \ \ - 1 ; , .. `:.. } . "'. s r; . 'ec+t o: - \ 1"t . m h. _ ,a.�• �_.- -fr i g f ��� r 1 ' 1' a t I Y 1'-.. a 3 :.;is q i,\ d.^ � ,`, i If . f _ 14. '� �' -Y IS. .,�' 11 �JJ Y \ \ - i 4. I . s .,! •I� -t # t41 Y`• y- 'i, } 'p,� v `' f'/,. 7 "' � . � D\ - a r r , F I, n F�r, ,Z,. � .. a,_, tilts ---////j �t1 D E UU .P' 18 RCP 1J, �� . g. r.� , . 0 xf i �t `'r.1.. t 1 i1 4 D y. e, I - ma c„-,-,t Mu'.. „ -,j 1 k _ �� pp y� ------ � - -- --� - -� �� 4 _... ELL�HQ70H �' i7' .. .I- � 0 r �tT " RCP i -- ,,, .1 '. i / i \1 - TF 112.13 �;.�"�- .r,{ �r''^"'T" 's`� 1 - S'a r -a� - ffi%.!,""� . . \ r . 1 NOTES / 24 RCP - b ter -1� z;+„�'. j �` �.11 ' K \ ` _ ; f r Li -t - 1 AI 1 \InAll I\ICAITA TI 11A1 Clll IAIn (-,D CCT IC nCDI(�TL II LJDDC(�A1 \ I. /ILL MVIVVMGIV 1/111 VIV f VVI, V,, JLI IJ VL/ aV 11-V I--11--.v. \ -J r-- - a n" 117 �� 2. HORIZONTAL DATUM: NAD 27. - \ F 106.17 _ - --= ,� ��` ' h ' ' -' `°. fir#', 4 ;' , `. \ 102. 47 _ - N 363472.8809 - _ _ - - - - _ ; _ _ _ ... , f :' ''., : � �1! �+�� , I, s" a 3. VERTICAL DATUM - FROM BENCH MARK, TAKEN FROM RECONSTRUCTION \` _ �� ��''-' - } "�' ' E 653157.5588 -- ----- - - key �"�5 CONSTRUCTION NOTES (SEE NOTE 4). \ \ \ � - - R=970.00 _ _ - - - -- - - - - " 4. AREA OF 1496 SULLIVAN AVE. 27,633 S.F. = 0.63 Ac. N 363463.6315 58"w - _ _ _ _ _ - - - - - Y , '. , ' �l S83'0� L=78.52 \ _ _ - �sY'ra'�, ,t• L AREA OF 1504 SULLIVAN AVE. 19,815 S.F. = 0.45 Ac. \ ` // E 653082.053� 76.Q7 _ RAINA Tan=39.28 - _ _ _ - - _ _ - - •~ =, of �r �t ,. • - - BERM=04'38'IS" _ _ _ - - / w�� tt , 4,1 } �»t 5. NO WETLANDS OR 100-YEAR FLOODPLAIN ON PROPERTY. �'14 it \ - - " - - \ - ,, �, •.� ` �'�`' . ;-Vil ,1�, ` 6. WELL WATER AT 1496 SULLIVAN AVE SHOULD BE TESTEDis'/ _ _ - - ate: - �. r f AS A DRINKING SOURCE. � f - 0. - t , +,- h k f'r § �' 7. MONUMENTS AND IRON PINS TO BE SET PRIOR TO THE ISSUANCE �/ 1 1 1 2 / 13$ ! 1 �'� _ .. _ J ' t r,•,� OF A CERTIFICATE OF OCCUPANCY \ \ \ \ W: SA R1f H� B. HIL L �_ - [ �� t '� + 1 �. � 7y s:^ rr t `� u eJ �1 M . ,'h MAP REFERENCES: \ ,` R=40.00 ��� i�f 1 ,�' Z _ .1 I\ I. S c 1 d 4 �X i Tan=47.54 ` 0 + 5 �" 1. MAP ENTITLED "TOPOGRAPHIC PLAN PROPERTY OF MICHAEL W. SMITH \ \ l - , ; M. I r� ✓t II \ r , _ - - - - - - - - / • K-* ri-.- F4 , TF 106.3�-99'5Q'4 m. - 1504 SULLIVAN AVENUE, SOUTH WINDSOR, CT. SHEET 2 OF 4, DATED / ' " '� ` �' ' "`` 102.03 // I/ s 7 i t ,� No / ` , - / y . d t x '- -, �l .b k 9-17-87, REVISED TO 11-8 88, SCALE: 1" 20'. PREPARED BY LUCEK , _ 'F - 1 -__--- _ . 3 F- RURAL RESIDENTIAL ZONE' 14 �-... 1 k t s' .K �' u r rt r ' � ,� ENGINEERING ASSOC. INC. _ - , 1 _ RESTRICTED OFFICE ZONE \ - _ _ = =` : ` _ _ f - ` �-., $ i r"4 % .1 - ii r>'' � ��1.. 2. MAP ENTITLED "PERIMETER SURVEY PROPERTY OF NORMAN F. HILLS,JOYCE - - - - _ - '�' _ - - - / r.r ' -- - I c 12 + 113.8 � -• k I.P. \ _ ; � 1, T 1 � �q 1 D. . HILLS AND SARAH B. HILLS" SHEET 2 OF 2, DATED 5-24-94 SCALE 1 40'. 15" RCP D 1 -'`�� N 0.77' SOUTH 1 "� �,:•, " �-r " "'. PREPARED BY DESIGN PROFESSIONALS, INC. \�� �TE _ � X. \ �`' ' / MAIZE -E f �- 51: F . i i i N N ? I k. -(a. ''� .r'Y ji 3. TOWN OF SOUTH WINDSOR - MAP SHOWING LAND &EASEMENTS ACQUIRED FROM \ ? p; +' 2.6� f 26' \113. 120 cA \ 0.05' WEST - :4k. :y I-?, ,I �,�, MICHAEL W. MARTIN MD. BY STATE OF CONNECTICUT CONN. RTE 194, SCALE 1 "=40', \\\ 0\\\ _ \ \R N_ 3_F_ 34T1. 3463_ V�� , 118 \ Q ` \ ` - ' ' - a .4. 'i -.I. ": - ° - NOVEMBER 1989, ROBERT W. GUBALE TRANSPORTATION CHIEF ENGINEER - BUREAU \ \ ` +113.4 - -- . _ _ P" d: �' r �a ", �� E 6530 8.6304 �� \ �� _ _ ` s .�.. ;� OF HIGHWAYS REINO A. KARHU L-C ASSOCIATES. \ \ 114 r' ' - - _ v z- , \\ 10 \ \ _ _ ;,W � }11, > 4. SULLIVAN AVE. (RTE.194)/ELLINGTON ROAD(RTE.74) CONSTRUCTION PLAN, RECONSTRUCTION \\ \\ 116 -'�"* r�n�i e�� �6'r01 �1.1 OF CONN. ROUTES 30 & 194 AND BUCKLAND ROAD, AND RELOCATION OF CONN. ROUTE 74, UUU 24" RCP \\ \ ` PROPOSED \\ - - - _ - An �', ;�.4.. ' TOWN OF SOUTH WINDSOR, PROD. N0. 132 - 102, SHEET 43 OF 130 STATE OF CONNECTICUT \` \ \ ,\ ` \ Q ADDITION 9 \ ,-„IE -. \ 2 c9 -�'\.. _ s DEPT. OF TRANSPORTATION. �� O \ ,#,,� }11 ", \\ ��e 1 Test Fits ; / / \C � ` a, y c� N " *, 'IV 1 �• �'. = 5? rL x <aa R', \\ Q \ z t)bservationpitI: \ \ \ AMAc '�^ +11 � - �` S� �\ ��,,*% * r�i� ` e y i. �. �, �' ki 13 12" RCP \\ 7�7,,- ` ` \ .s UAKE h � r'O, o A • ,„., iL,. sMTt� h}, \ 2 _ 4� Me Dcoth i ion \ 1 i + .f7._ ' Y « ,� ti ' r rV r r : o"-s ' ropaotl ltxc Ater \ TF 106.77 1 I 8''-19^ Red coarse sand &gravel ��, '� 3 -C t'T. , n � `� r 'is . , .. i ,A � , , I "; 1S�'�8" Reddish brows hoe sandy loam \\ 102.27 0=�9 �, TP 1 '`', I'� \ Ee r ,+t' , ' � 130 ', c ?N 4x"-5T' Red silty any compact - + 12.0 25' S.Y. h ° � a t'� �+ * >r�`;` i .e r,L� .. srI. s S7'-59" Red silty loam loose \\ 4. ' 1 }�' 144"t+ # ° N , s9" bsn Reach silty sa�xiy loan, \ 1W " t < ' a� ` ,ti i . j " y rx ! 1 2 8 + .* G h 65"-94 Various layers of sibs sends \\ 7, 1,�,-,d``, i 19, �`� x*? i� 'r• y" Depth to Ledge Notes- \ � -, , _ 1. \ r Y'"'^ \ tg 41 r ` Depth to Water traces at 94" \ a ' \ t�� I . r 3 Depth to Motdislg Roots to 30" \ + 117, 6 _ ` :. • Ct fie , z " i' t X ° C to t- ;. ��... 9 t4 ,, I "'. 1 - . k�, e,., . �. '�'A tee. Qbeervattcm pit 20 \ r >i +., s Depth Sails Description RI ,� 124 \ N208.59 ' A -- �- � _ I . P ' ` W-T' Topsail sctrpi `1` 18' RCP 11� - -\ 0.82' SOUTH �� �, %°y"'..� JL.-1. - T'-42" Light brown tine sandy loam \ \\ \ \\ I O 0.07' WEST - (� ` " s k , 42"-83" Red coarse sand ravel EXISTING 1" 83"-94" Rcd silty loam \ \\ 1 5 5 GRAVEL 6 � �4 : :: , `1 'g \\\ ; \ tN� a? Depth to Ledge Notes Trench collapsed no sample taken \ \ i" ' - /" P A \ , ,�lt �r' `\ , i h to Water none observed \ * \ \ - - - E /TU-- 18 5-2 - - - - > q �, � I r- K t 2 �,i t �' \ �A n by � S',� , Depth to Mottling Roots, to 40" \ p - - _ _ -rE / T G L - �� 1 11 % -� Y of . �I. �f \ c 't • y x w ,' �a Y .I. _ i. Observation it3 )�-.-�\-- - \\ / /7 ,; `& ,�+ � t�l,��,. c t vj 4! l2sRitt Sorkt Det \� \ O / / \ t • t xF . bi ` } �. _ wR 120 � 4w r �� ;K f" 0"-6" Topsol7 S N E T \\ \X\ \ CD / \� \ t � � ° Ii ; , >ak s 6"-21" Reddish brown fine loony sand 6 % / )\�"` -S' e PLADIN6 % OZ- \ s' r \ / , 'I ... ' Y-1: �r ` r+ 21 "4W lighi grayish brown tine sandy loam enmc sifts \ \� \ Z P A \J`E D ":a,; IF ": .>� .. F- , „� w , ••, , t • - 4E1"-so" Reddish coarse sand 6t gravd \ \\ a; O / / A , c \ PARK G o� 50"'-63" Reddish coarse sands O / Q \ p c3` a 63"-94" Reddish compact stay loam \\ \ \ �. O / \ �/'' O N TOWN OF . SOUTH W//V D SOR �_: -�\ Ikpth m l cditc40", - W� \ \ » � 's F �t • ' ' x '' , to Water none observed \ \ p O_ W' r ,r r s are «i yl. y 1 w, a; 'r, J :�" f f S� Liy t' I y r' Depth \\ \ 5' OVAL% \\ �' 2 \ -i , �g \ ;d ; ,, f �" ; Depth tc, %tcmfing ' \\ TF io2:72 SIGN �` \ \ LEGEND 10 SEPTIC TANK (LOCATION TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION) \\ 0 \ \ �' ` / \ \\ �/\\ %\ _-�� \� 5' S.Y. � 1 O IRON PIN TO BE SETT ` ' �11; 1111 (�) APPROXIMATE LOCATION OF LEACH FIELD (LOCATION TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION) \ \\ • EXISTING IRON PIN } `' •. \' \, 15 \� ' 13 \ O MONUMENT TO BE SET "'' O APPROXIMATE LOCATION OF WELL (LOCATION TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION) Q t \\ - i / - �-_--._\ \ ■ EXISTING MONUMENT r'1�: f T.�« ` _� � „.ar, OLE s' .` { (TEST PRIOR TO USE) t \\F/7- 3 �, �4 - \ `� PRISTING UTILITY OPOSED UTILITY POLE, x i 4 EXISTING DRIVEWAY TO BE REMOVED `� \\ �n9 c, 6 \ � EXISTING CATCH BASIN AND PIPE r -:.� .:, _ cvo.uI - �"h PRVPOSED l A II H BASIN AND rlrt + *-y _" \y U U -- - - - - - _t T l-k N88'S8'53"W 50 FENCE (TO BE REMOVED) \ \\ 116 118 PROPOSED STORM MANHOLE O SAW CUT &MATCH EXISTING PAVEMENT � \\t � ` � _ _ � -, 1 14 = � = EXISTING SANITARY MANHOLE AND PIPE - -p1- - PROPOSED SANITARY MANHOLE AND PIPI 7 DRY WELL FOR NEW PARKING LOT DRAINAGE (TF 112.5) i \\ 0 \ AREA oF�" 1 rYo ENCROACf4MENT ie. ; PROPOSED WATER MAIN AND HYDRANT i O8 RETAINING WALL \\ I. ,h.'-L g, A \\ \\ . ,. r `, _� kY 9 . ® DUMPSTER PAD ', `•," (A 1 C;RAnF AREA T(� nRAIN THROUGH 8'�8„ PVC ©1.0% UNDER RAMP 1\ t\ �, -.''''� . �� z'_ _?� y. �`. 4".'� � . �,,,.� . �.��� � _ _ /� -.,_ INV. IN = 112.3 INV. OUT = 112.22' \ }. - . , ; K L. KVVr LtNutrc \\ � ,,� , ` { ,'41 � ''s {2� - S - SANITARY LATERAL i4 ` \\ 112 \ t.. 10 EXISTING PULL BOX _ ,0` :h� a - w - WATER LATERAL ` �A E Tel NO & D ORO TH � C. � Yx�'I i ,� 330 EXISTING CONTOUR 0 11 OVERFLOW PIPE 53'-6" PVC © 12% TO EXISTING CATCH .BASIN \ \\ -,�,* \\ �I --�- PROPOSED CONTOUR \\ 1 * , a xst.9s EXISTING SPOT GRADE ¢ "_ ' •, INV. IN 111.0' INV. OUT 104.6' \ y, r3,��_ r•, �•�Ik, 71 $', •-§ � - '�;, � n PRnPnsFn SIGN ,\ I n n I r P ,..., . , - s -tt � fl nnnnnc^rr� cnnT rn A nc bk u _. _. , . , r f «. -r 11c.V -r1 -v3w 'Dry l vr-\r+vL l.� � , , , �N 13 INSTALL TRAP HOOD FOR CATCH BASIN OUT FLOW � " �f� ,, � :' � &, 74 SURFACE DRAINAGE FLOW DIRECTIONIN O ;; E[ \ ; a ` �,'t' ' .' '�,* `' W. �, - - REGULATED AREA I * 14 GRASS BIOFILTER AREA s �� r \\ ' t `; f� 1 '4'0, ' ,, r Yt, � f INLAND WETLANDS 15 APPROXIMATE LOCATION OF EXISTING SEWER LATERAL11 . " '-'� t^� ` i _ _ _ y g } ,.'« �', .r r„ .:'� f'd .: - SILT FENCE \ _ - , -, �Ai1: v--<x 1, UNLESS OTHERWISE NOTED, EXISTING UTILITY NLVIJIUNJ THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE MATH SECTIONS 20-300b-1 THRU 20-300b-20 6* A n LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN O O INFORMATION. ALL EXISTING UTILITIES SHOULD ":" THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC BE FIELD VERIFIED PRIOR TO CONSTRUCTION. � -� , AND CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2. 2- ALL UTILITIES ARE TO BE STAKED IN THE FIELD "'-64 ,'< BY A LICENSED LAND SURVEYOR PRIOR TO¢,. ,j' TO THE BEST OF MY KNOIMLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. - CONSTRUCTION. J ' +�} g ,T 1 2 2-07-Ot town comments RA 33"r+.' . 3. THIS PLAN IS INVALID UNLESS IT BEARS THE ♦,+ . t 01-02-01 town comments RA , . - �'' 12882 , \ IMPRESSION SEAL AND ORIGINAL SIGNATURE , r r . OF THE PROFESSIONAL ENGINEER/SURVEYOR. "�"• - NO. DATE DESCRIPTION 8Y` RICHARD P. MARTEL LIC. No. GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. 1' i 860.291 • 8755 3 &esign rof essionals, inc. 0. Civil Engineers •Planners •Surveyors •CIS 165 south satellite rood • south windsor • connecticut 06074 I'OO pO3l APHOC [PLAN DESIGN: RA I DRAWN,' RA CHECKED.- PRD " No.: 1251 1 DATE' 3-3-2000- ORAWNG No.: F,- e/ 11251/1251-.3 . - , l�, �, , I, "'ll?W-1;%1-1.�, - j� , -, - --� , - � -�� " t - * M-4, 1 _ , � � tn'� Yls s - - �'-�-- I I "' �,4�'7� 1 , .� - ,� z %. 41lljl--�612� � �� A0K.. - , I . -�,M� , 5 , ,q W% �;,..i . , - I , c RETAINING WALL ELEVATION PLAN SCALE 1 "-10' OWNER/APPLICANT Manchester Memorial Hospital and 1496 Sullivan Ave., LLC. C/o Wallace -Tustin Realty L2 Morgan Farms Drive SOUTH WINDSOR, CT 06074 TEL. 644-5667 FAX. �860� 860 644-3668 PROPERTY SURVEY RESURVEY- SHEET BENJAMIN WALLACE, RICM" TUSTIN & MANCHESTER MEMORIAL HOSPITAL 3 1496 & R504 SLR LLRVAN AVENUE 5 SOUTH WINDSOR CONNECTICUT FX \ t s `y, y .N. f � "�` -r. ,.r - :' S. :Y 1 '< .. a..e .i:. ,. e_„a qr! ,; .. .''d. �+v. ,. . .. ,'. , "+t 1 Ja.: t. n:. -::, t', �4� .I,• �V •t`F - - . �.�:. `T�+1 ,,y/j.'� :ii •-•y,• t :. �. �';t -. W' _.. _., .: .. _ ,. . '�' ,. ...., .-.. - ...-. ,. ,......., i ,.... �Y' .. ... -R - ,... - �". M `�. •Y.�.'� t A ry t 4 4 • CC - N \ \ EoA - Elmwood very fine sandy loam y2� r ^ F ' •n'� '�' O/✓ MC -Marc ��g• Manchester - t \ r \ g er gravelly sandy loam 8 1S" % D � D D � 7 � RCP �---- '+ I `�`' e r }Y ! �-." di 's` ', Crtw::.r•"�, s�♦.C�'' .L-r. 4 r+'° b Yr --",S � 5n:,' u3+1. '';d 'la:�" '4 , . .,.��, !t : �3u:Zr.• �' E, ,r y i' y�.r ---_ `\ .„... 1 rA.. .eb:t'.. ...r .. ;•!; -. •. a,l •I . yf. ft' j'4 ;rF °..TF 112.13 _, 108.03 --- C I r \ 1, 102.47NN' E 653 57 5588 _ --------- - -_ - - - - _ _ ___-__- s - 70 ♦ _ 3463.6315 �. 4 `.s- -�R ,rr, - \ ♦ 082.053 ---! 2 DRAIN r . t *�•,,. ,,, �'� _ � _ �- �'� � ` _ �'``-- _ MMMMMOMMM ♦ +1 .s' T PORARY - - - '�4 SA RAJ H B. H�� S raw A , ' - »r , _ ._ - - - - i ✓ ,'i'•''y YT Y ti,q'l y', Al T SOIL PRUCE / \ + "►;sr'o"�3 _. ;=K' {: F; . } $�aysF _ - a n g tN r P ,!Fy+ a 1 'r • R+49 a 1 \� • \ / \ TF 106.381 I i ' ✓Q t ST ILE �: \ irk �' - -`. 7 f-k �` •� 4. r,, Ft,, ��' �`�pI ,►�,r�' ,q_.,:'..., .r +�:t"'','so'•,'"l.. b"'.+r-, ,.,'S. i't�l 102.03 4. 11 •• 71 {q \ •\ ' 1r ' , ` •� - --_ -' --„�,}.y.'•''^- M' ,,. Y F: A P J. '.`'A 7 I','� �L.e6.�PY44 r} •'�.'. - 4Y i � . A7�' i�. � 1♦ --- .o"•- - bR', �pao".�,tr, r' "`� ��'' ,a•, `.. ,' �i -.�,s a tiµ...yw Fh' ,\ • - -_ - - - - -• < T.. �c?'``r.. c .l '-f ���? •,�dK r�}���� �.. ��- r ♦ l � : j �" ',. �« F i' 'i II .`t'.v r�"� � r7 � r.:.. r.,...-.•Y��, Y'�X�'.i�Ji�F t 1'.Pit �,s4 'vt ,�(' s ... - � \ ', `r S .� , ,p - ` f . -. Y4, , ,i •..r,. n'• `F", i'C, .rx i4.. y a S� ' 2 i 15" RCP ' -- _ +113.8 I.P. NOTES: l N - C�'� rt ; tll "J/APLE E/T�1 -cn F Y.1� �_ ry .�nl1TH r. em (777 s, t vr:.?' ` '.. ✓ y*.��N �Hn Syc+.iL- .. s, 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. 1 ■ �i - _ - -� +112 6_ �i�113. 120 w \ 0.05' WEST - �f ,,r ��.s k *p yc r, y ,,,g4 x �• � r 2. HORIZONTAL DATUM: NAD 27. \ N�530�8.6304 63 .3463 \ \ E +113.4 118 3. VERTICAL DATUM - BENCH MARK, TAKEN FROM RECONSTRUCTION cc:;�\ N 114 / 24" MITE 136 CONSTRUCTION NOTES SEE NOTE 4). \\ \ , ` ! a. 4+ , Y r r at J ..a i` Y• it tom.. l ) `� ,� ■ �' PINE � fi^-:., l �.. Y t ,}-�.' 'D,✓-.: .. :t i- ''� � 3.*.: ' h��i '41 'tf .:o �t r 1 4. AREA OF 1496 SULLIVAN AVE. 27,633 S.F. = 0.63 Ac. \\ � Y �• ,. s "Y - 24" RCP `` � .., ' - _ ,.. , ''��t � • _ r, AREA OF 1504 SULLIVAN AVE. 19,815 S.F. = 0.45 Ac.:Y��X� •- ! �� k,�i � -� �:,f t� ^ �• ' �,,, •? `t-� ��'A1 2 \ \ 18` WHITE ib y 5. NO WETLANDS OR 100-YEAR FLOODPLAIN ON PROPERTY. 134 f4k 4 LM PINE ,t+ st" • .. *, b. e. 5 6. WELL WATER AT 1496 SULLIVAN AVE SHOULD BE TESTED \ \ ` ` G % _ ;,•r r P, , r< , . R r t \\ 4 AS A DRINKING SOURCE. +112.6 P q. ' APPLE ,, aC + r h 7. MONUMENTS AND IRON PINS TO BE SET PRIOR TO THE ISSUANCE s' MAPLE 1� y `k �h• .R 12" RCP \1 ■ \ ! /y ."A,; - OF± A CERTIFICATE OF OCCUPANCY -SEi- MAPLE MAP REFERENCES: 18" RCP _�-----�------� ////���\\ DAD \ \ 1� + 41s F TF 106.77 1149 r �.�_ �r *, g - w x ' 102.27 Pi i y 1. MAP ENTITLED "TOPOGRAPHIC PLAN PROPERTY OF MICHAEL W. SMITH" \ ■ + 1 PI" :>t Rp ; a ' r': , , *`' ,. , 1 v 2 0'.+ k _ 1504 SULLIVAN AVENUE, SOUTH WINDSOR, CT, SHEET 2 OF 4, DATED \ ■ 25' S.Y. 9-17-87, REVISED TO 11-8-88, SCALE: 1"=20'. PREPARED BY LUCEK �� p l r 7 ENGINEERING ASSOC. INC. \ \ 128 �.. .4. 16 10P 4 tlr 2 P ENTITLED "PERIMETER SURVEY PROPERTY OF NORMAN F. HILLS,JOYCE 18" MIS \ PINE .c ,} - %? R•:�..3 - f :.; r r y ':Vy'' .t .: 1a� ^r _ r .. .:. 1 26 �� „.''c ''fin•_:£: f.,,�..Y T HILLS AND SARAH B. HILLS" SHEET 2 OF 2, DATED 5-24-94 SCALE 1 "= 40'. \ ;. p} } \ -,..�. n •. "f�:is .. a' �P..r,r _ +r. 41 •. t t ,Yl{J.'. PREPARED BY DESIGN PROFESSIONALS, INC. - . , 4 - � � t� 3. TOWN OF SOUTH WINDSOR MAP SHOWING LAND & EASEMENTS ACQUIRED FROM � + ..,_. ��_; r `; d� � � 'P`,, Y•,.; ` MICHAEL W. MARTIN MD. BY STATE OF CONNECTICUT CONN. RTE 194, SCALE 1"=40', \ j - _ v. •_ NOVEMBER 1989, ROBERT W. GUBALE TRANSPORTATION CHIEF ENGINEER - BUREAU 18" RCP - fill PL 1j -- - - - - 124 a' OF HIGHWAYS REINO A. KARHU L-C ASSOCIATES. C) �' - - - - - - i\ 1 Q Q O O - 1 0.82' SOUTH ��� O O Q .O Q Q 00 EXISTING 0 - 0.07' WEST +` i x �`': ". , rr�a:. 4. SULLIVAN AVE. (RTE. 1 94)/ELLINGTON ROAD(RTE.74) CONSTRUCTION PLAN, RECONSTRUCTION \ \ \ OQ Q Q GRAVEL 122 OF CONN. ROUTES 30 & 194 AND BUCKLAND ROAD, AND RELOCATION OF CONN. ROUTE 74, \� 0 Q \ S L�. TOWN OF SOUTH WINDSOR, PROJ. N0. 132 102, SHEET 43 OF 130 STATE OF CONNECTICUT \ �� Q p` PARKING DEPT. OF TRANSPORTATION. ` 2 O _ - - E�TE� 15-52 - - - - - \ �K x :x V 0` MAPLE 1 s ``, �1 .8 �^n ^\00. - J _ r / Y .. .... Q �' 25' S.Y. --,` z SNET / \ % '�. O 120 1,67 \ 11 \ 4READING p J \\ \\ PAV`ED PARK�__ lYl `l t Y' Sr '• \ ;\ , � '' G TO WV OF SOU TH - WINDSOR yy ' . � y K7 • R. L .. 1 r �",} Pa sn r e ,j �+ yt}e %1td� ''-s♦ r \ Y '„i•-�. - t�+ ,.: ia. i '.. • t ' t / ; }-'7I,': ^;1�,44- +IY l•� 1 4K•' 12 \ SIGN TF07. ` / \ ."Xk�..,,t � \�102.72 ` 1 LEGEND j. t 25 S.Y. ® IRON PIN TO BE SET�,�� \\ \ \ \ • EXISTING IRON PIN Ay^'` Y� ti o MONUMENT TO BE SET \\ A _ / �-_\ \ ■ EXISTING MONUMENT .. y �� , `'�.? ask ¢� i \ EXISTING UTILITY POLE \y _ PROPOSED UTILITY POLEP 'Is a 1 -�'- EXISTING CATCH BASIN AND PIPE f PROPOSED CATCH BASIN AND PIPE ` Al" . ��{. \ 116 11E PROPOSED STORM MANHOLE \\ � 114 _ f,• +ag.. •:Y ,:� t ra._,ris:d, l 6�'. �, y�4� t .. P ,� apr��p'$'Yli�i�l = EXISTING SANITARY MANHOLE AND PIPET, Q _ 4 - -Qs - - PROPOSED SANITARY MANHOLE AND PIPE PROPOSED WATER MAIN AND HYDRANT +�"'.� dY `- •gal t \\ 18 SPRUCE 112 1 . � ® DUMPSTER PAO'. F- a r,; r r # `► =R.L.- ROOF LEADER " 0. y p e SANITARY LATERAL i J + \ r ��' - W - WATER LATERA x GA E Tel NO.,. & DORO l �� x gas % �` ' 330 EXISTING CONTOUR 1O ANTI -TRACKING APRON APPROXIMATE LOCATION OF LEACH FIELDS ��'t:,`'i* £' r.,�- PROPOSED CONTOUR 02 \ 3� HAY BALES 11 r � K �4 SILT FENCE ` 1 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. town comments town comments DESCRI P TION THIS PLAN IS FOR SEDIMENTATION AND EROSION CONTROL ONLY, AND IS NOT nL USED r UR U T IL.I T 1Lb CUNT I NUU I IUN. TO JODICF GRAPHIC SCALE 20 20 40 ( IN FEET ) 1 inch = 20 ft. l , +147k t R� , ,i:h ' 'e E 1>4 ,7 } X61.95 EXISTING SPOT GRADE r4 4> +112.0 PROPOSED SPOT GRADE 9' F ''fr `.y.i> > rnn �4 � L'(Plt'�sf � � - y�.,'.k th -r ,•t,.. SURFACE DRAINAGE FLOW DIRECTION ��' 1 +�; d's.d F'. `'LPL`.` .� .1C REGULATED AREA ". xa�i�•3 7 ^- � `�- INI AND WETI ANUS -- - - - - SILT FENCE i 860.291.8755 i1 esign rnfa_a_ainnn1a iron ■r ■ � ■ vvv■v■ ■�.a■v� ■■ ■v■ ! Civil Engineers • Planners ` Surveyors ` CIS 165 south satellite road - south windsor - connecticut 06074 ZN Sediment & Erosion Con trol Plan DESIGN: ra IDRA W.- RA I CHECKED: PRD tioB No.: 99-1251 DA iE,• 3-3-2000 DRAWIVG No.: E: JOB/991251/1251- 4 UWNLK/APPLICANT AAnnOhac�ar aAAom­r�al 1-J�SNity nd 1496 Sullivan Ave., LLC. c10 Wallace-Tustn Realty Z2 Morgan Farms Drive SOUTH WINDSOR, CT 06074 TEL. (860} 644-5667 FAX. 860 644-3668 PROPERTY SURVEY RESURVEY: BENJAMIN WALLACE, RICHARD TUSTIN & MANCHESTER MEMORIAL HOSPITAL R496 PA 1504 SULLRVAN AVENUE SOUTH WINDSOR CONNE CTR CUT 4 5 A 4" TOPSOIL & SEED-' I " WT. CONIC. BITUMINOUS CURB DETAIL ❑❑❑EI❑❑ ❑❑❑❑❑ ❑ ❑ ❑ O ❑ ❑ CT D.O.T. 2" STONE TO BE PLACED _6" ❑ ❑ ❑ 0 ❑ ❑ OVER FILTER FABRIC MATERIAL Z ❑❑❑n❑❑ ❑ ❑ n ❑ ❑ ❑ SEE SEDIMENT AND EROSION ❑ n ❑ 17 ❑ ❑ 1 SHEET FOR PAVEMENT WIDTHS ❑❑❑p❑❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑❑❑p❑❑ ❑❑❑❑❑❑ ❑❑❑bnnn EDGE OF PAVEMENT THRU STRFFT A AITI TD A `VIKI(` A DD(')Nl P'NIV 11- 11\/-NVF\IIVV /-XI I\VIV CAST IROM11 HANDLE I f- 8.5" 10" --I� .5,1 --i 6.5" CATCH BASIN TRAP- N. T. S, EROSION CONTROL NOTES: LANK j SINLLIS CROSS-COUNTRY PAVED A TOPSDI k SOD OR SEED 4�1 APPROVED GRANULAR NON BACKFILL MATERIAL PLACED AND COMPACTED IN TORGANIC ONL FOUL (1) (MAX.) UEIS. WARNING TAPE PER CONN. GENERA. STATUTE SECTION 16-S45. AS AMLNULU. PLACLU �•' 12• (MIN.) TO 24• (MAX) ABOVE • I TOP OF PIPE. SAND BLANKET -PIPE, AS SPEOFIED /2 C.D. PIPE ; ` 1/2 PPE 3/4• BROKEN 7RAPROCK FILTER FABRIC I Y PIPE t' 1T' SAND M SECTION STONE NOTE: L SEE STANDARD DETAIL FOR CLAY STOPS WHERE NECESSARY PG N-46 6' MIN 2 FILTER FABRIC SHALL BE NONWOVEN CLASS 2, WITH PERMITTIVITY OF 0.5 TO 01 SEC' AND ADS DF M41 m T9 DPPnn AND SHN I PIPE 4( 90M WATER MEET AASHTO M288-96 TVDI/l AJ CALIITADV CCIACD NOT TO SCALE TRENCH SECTION FINISH CRADF 1. SET POSTS AND ANGLE POSTS FXCAVATF A 6".6' TRENCH S• UHSLOPL POST UPSLOPE FROM POSTS. ELT FOR STABILITY _ FENCING AND SELF- CLEANING. 95' 11 r 12" MIN. 1. 'I I 11 I II 'll I 3. ATTACH FILTER FABRIC TO FILTER THE WOODEN POSTS AND EXTEND FABRIC IT INTO THE TRENCH COMPACTED BACKFlLL. LLVMOIE rIL ANO[ OCF I 1,P4,WtNa0 ® ® IV 2*BROKEN STONE D❑ ®® ® ®®❑0 I> o❑®®I�®®no °° ��• �- ❑ ® ❑ a ® ® ® ® ® Ion J®�J �®jI L•4 u,n• I�7 iJ1 1®! iG3i p�� ram: C1Q pQ9 4'°Ord• `- 8' -0' DIA. I I 8'-0- DIA. -- Y ' All Hound DRYWELL INSTALLATION DETAIL ALL EROSION CONd TRO-1 AAr'ACIIR[-C WII I nr rnM1lCTpI IrTFr) IPJ ArrnRFZAIJf'.F WITH TilF C:I111711 lf3i Fnr, ;nh /'.LL EROSION VVx .VL v EROSION AND SEDIMENT CONTROL" BY THE CONNECTICUT COUNCIL FOR SOIL AND WATER CONSERVATION. 2. HAYBALES AS SHOWN TO BE BUTTED TIGHTLY END TO END AND STAKED IN PLACE USING TWO 2" X 2" X 36" WOODEN STAKES PER BALE. 3. ALL EROSION CONTROL MEASURES ARE TO BE MAINTAINED OR REPLACED DURING CONSTRUCTION AS NEEDED. 4. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF ALL SEDIMENTATION AND EROSION CONTROL MEASURES DFPICTFD ON THE PI ANS. THIS RFSPONSIRII ITY INC[ (JDFS IMPI FMFNTATION AS WFI ! AS MA.INTFNANCF. ANY PROPOSED CHANGES TO THIS PLAN MUST BE APPROVED BY THE ENGINEER AND/OR THE PROPER LOCAL TOWN AGENCY. 5. ANTI -TRACKING APRON TO BE INSPECTED REGULARLY TO ENSURE PROPER OPERATION. STONE TO BE ADDED TO OR REPLACED AS REQUIRED, AND CONTRACTOR WILL BE RESPONSIBLE TO SWEEP EXISTING ROADS AS REQUIRED. 6. EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE INSTALLED PRIOR TO CONSTRUCTION, WHEREVER POSSIBLE. 7. AREAS TO BE LEFT BARE FOR MORE THAN 15 DAYS SHALL BE TREATED WITH AIR-DRIED WOOD CHIP MULCH OR SEEDED WITH PERENNIAL RYEGRASS UNTIL FINAL GRADING AND STABILIZATION IS TO TAKE PLACE. 8 ADOI T10NA.I FROSION CONTROI MFASURFS SHAH HE INSTAL I. FD DURING CONSTRUCTION IF DFFMFD NFCFSSARY OR ORDERED BY THE PROJECT ENGINEER OR THE PROPER LOCAL TOWN AGENT. 9. HAYBALES TO BE PLACED SO THE STRING DOES NOT COME IN CONTACT WITH THE GROUND. D. CONTRACTOR TC PERIODICALLY CLEAN CATCH BASIN SUMPS AS REQUIRED DURING CONSTRUCTION. SEEDING SCHEDULE ALL DISTURBED AREA NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH A 4" MINIMUM OF TOPSOIL, SEED AS INDICATED BELOW. CONDITION SOIL WITH FERTILIZER APPLIED AT THE RATE OF 300 POUNDS PER ACRE OR 7.5 POUNDS PER 1,000 SQUARE FEET USING 10-10-10 OR EQUIVALENT. IN ADDITION, 300 POUNDS OF 38-0-0 PER ACRE OR EQUIVALENT OF SLOW RELEASE NITROGEN MAY BE USED FOR TOPDRESSING. APPLY GROUND LIMESTONE (EQUIVALENT TO 50 PERCENT CALCIUM PLUS MAGNESIUM OXIDE) Al IHE RATE OF 3 IONS PER ACRE OR 135 POUNDS PER 1000 SQ. FT, PERMANANT VEGETATION COVER SEEDING DATES: APRIL 1 TO JUNE 1 AND AUGUST 15 TO SEPTEMBER 1 USE THE FOLLOWING MIXTURE: KLNTUCKY BLUEGRASS 45% CREEPING RED FESCUE 45% PERENNIAL RYEGRASS 10% APPLY 1 POUND PER 1,000 SQ. FT. OR 45 POUNDS PER ACRE. WOOD CHIPS SHOULD BE APPLIED AT A RATE OF 500-900 POUNDS PER 1,000 SQ. FT. OR 10-20 TONS PER ACRE. TEMPORARY VEGETATIVE COVER SEEDING DATES: MARCH 1 TO JUNE 15 AND AUGUST 1 TO OCTOBER 1 ANNUAL RYEGRASS 100% APPLY ONE POUND PER 1,000 SQ. FT. OR 40 POUNDS PER ACRE WITH ANCHORED HAY MULCH AT 2 TONS PER ACRE. x I UNLESS OTHERWaSF NOTED. EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE +p IF.IClRIJ�1AT1/lAi ALL. CVICTIwI /• I ITiI IT. CLJ lRI II 1.1 II IF0RMA II VIV. FILL Ln IS III G V IILI .ccS JI IVV I..Y N BE FIELD VERIFIED PRIOR TO CONSTRUCTION. tr rnN 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD `J 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/5URVEYOR. REVISIONS N0. DATE DESCRIPTION BY DRYWELL TO BE ARROW 8 FOOT DIAMETER PRECAST - HEAVIDU-­' OR APPROVED EQUAL NATIVE TOPSOIL EXISTING GRADE GENERAL NOTES: e v I R ^ y. t 'iT r ! , I 2. STAPLE THE SILT FENCING TO THE END OF THE POST 4. BACKFlLL THE TRENCH AND CCAIPA('.T THE EXCAVATED SOIL I S S_ TH" 4000 / CONCRETE SETT PLAN MR OIYENSIOaa o• oo O 9" THICK PROCESSED STONE DUMPSTER PAD DETAIL N.T.S. COMPACTED SUBGRADE TEMPORARY PAVEMENT NOT TO SCALE PATCHING DETAIL -SAW CUT AND SEAL JOINT WITH TACK COAT M 04.01 2' (COMPACTED) CLASS 2 BITUMINOUS CONCRETE SURFACE COURSE (OR MATCH EXISTING, IF GREATER) M 04 EXISTING PAVEMENT v - 7' (COMPACTED) PROCESSED TRAPROCK c 4 BASE.- M.05.01 A 14 6' (COMPACTED) PROCESSED GRAVEL SUBASE OVER COMPACTED SUBGRADE '4 (TRENCH BACK FILL) M.02- GRADE, B •� •A (OR PROCESSED TRAPROCK) 12" ��" APPROVED BACK FILL PLACED I I AND COMPACTED IN 12' LAYERS MIN, M (OR AS OTHERWISE APPROVED) NO STONE LARGER THAN 3' I IIik.NLTl MOTH VARIES SEE TYPICAL I NOTES 1fiO1CN r.TIDN 1. ALL SAW CUT AND SEALED JOINTS TO BE EITHER PARALLEL WITH, OR PERPEN- DICULAR TO, THE CENTERLINE OF SECTION THE PIPE. 2. ALL MATERIALS ARE TO MEET FORM 814A, AS AMENDED S - FLOW EARTHEN DRAINAGE BERM 1. ALL CONSTRUCTION TO CONFORM TO TOWN OF SOUTH WINDSOR AND/OR APPLICABLE UTILITY COMPANY STANDARDS AND SPECIFICATIONS. 2. ALL PROPOSED CATCH BASINS ARE TO HAVE 2 FT. SUMPS. 3. THE CONTRACTOR SHALL APPLY TEMPORARY DUST CONTROL MEASURES AS NEEDED TO ACCOMPLISH CONTROL. AND MECHANICAL SWEEPERS SHALL BE USED ON SULLIVAN AVENUE WHERE NECESSARY Tn PREVENT DUST BUILD UP. 4. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION. 5 FIELD CHANGES SHALL HAVE PRIOR APPROVAL- OF THE TOWN OF SOUTH WINDSOR AND/OR AGENT AND THE DESIGN ENGINEER. 6. CATCH BASIN TOPS SHALL NOT BE CEMENTED DOWN UNTIL FINAL GRADES ARE SET. 7. ALL PROPOSED UTILITIES ARE TO BE UNDERGROUND. S. UNLESS OTHERWISE NOTED OR SPECIFIED, ALL ROADWAY, SANITARY, AND STORM DRAINAGE CONSTRUCTION SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE TOWN OF SOUTH WINDSOR PUBLIC WORKS SPECIFICATIONS OR AND IN ACCORDANCE WITH THE CT DOT FORM 814A. TOWN OF S. WINDSOR SPECS TAKE PRECEDENCE IN CASE OF CONFLICT, 9. MAXIMUM SLOPE OF FILL TO BE 3:1. ALL FILL MATERIAL TO BE CLEAN MATERIAL. "CLEAN FILL." MEANS UNCONTAMINATED NATURAL SOIL OR ROCK WHICH IS INERT IN TERMS OF LEACHING AND POSES NO THREAT, PRESENT OR FUTURE , OF POLLUTION TO SURFACE WATERS OR GROUNDWATERS. MOREOVER, CLEAN FILL TYPICALLY EXCLUDES, BUT IS NOT LIMITED TO THE EXCLUSION OF: DEMOLITION OR CONSTRUCTION WASTE MATERIALS OR DEBRIS, COMBUSTIBLE OR NOT COMBUSTIBLE, INCLUDING CONCRETE, ASPHALT, PAVING MATERIALS, OR BY-PRODUCTS; YARD WASTES, INCLUDING BRANCHES, LIMBS, BRUSH, SHRUBS, TREES, PARTS OF TREES, TREE STUMP'S AND SIMILAR MATERIALS GROWN ON OR EMINATING FROM LAND; NONPUTRESIBLE SOLID WASTES, COMBUSTIBLE OR NON-COMBUSTIBLE; AND BULKY RUBBISH OR REFUSE, INCLUDING PUTRESIBLE SOLIDS, SEMI- SOLIDS nRn LIQUIDS. 10. ALL STUMPS TO BE CHIPPED ON SITE. STUMPS NOT CHIPPED SHALL BE REMOVED FROM SITE, NOT BURIED . 11. EXISTING UTILITIES AS DEPICTED ON THIS PLAN ARE TAKEN FROM AVAILABLE INFORMATION. THE CONTRACTOR IS TO HAVE EXISTING UTILITIES FIELD VERIFIED PRIOR TO CONSTRUCTION. BEFORE EXCAVATING, CONTACT "CALL BEFORE YOU DIG" AT 1-800-922-4455. 12. ROOF LEADS TO BE DIRECTED PO SPLASH PADS. ;ADE a E i .N '.�. * •� fib.. . T• 4 ! , � bpi d' � �y � 4� ��-4 N![ �.+Q. j'`'t' •7iu1A c " �Qi - �. �,K �k�7; 'N; / - • �� '%L f ��}�'] 10..^•'e�"it f' »ir �� J .'F. ~ f w�. i,fci ' AF n {{ J��.. EARTH OR STONE ANCHOR PILE STRAW OilCB GRATE 1. EXCAVATE A TRENCH 4'' FILTER FABRIr DEEP A 114E WIDTH OF A 1I 2. PLACE AND STAKE STRAW STRAW BALE. BALM TWO STAKES PER BALL 'r+ - I I T- II J I I BINDING WWE OR TWINE / I FILTER ISUBADE GR SUBGRADE J .I\\ FABRIC / SIAr. `- CB TOP J - p PACKED STRAW I NOTE. ° REMOVE CB GRATE PLACE FILTER FABRIC. REPLACE GRATE TAKING CARE NOT TO DAMAGE FILTER FABRIC ANCHOR PLAN VIEW WITH �TONF OR EARTH PILE COBIPACTEO BACKFlLL 4. GA�.Ki i�� Ahii 1:4L,r Ai; i 3. WEQGE. LOOSE. STRAW THE EXCAVATED SOIL AS BETWEEN DALES TO CREATE or THE SHOWN ON THE UPHILL SIDE A C(*JP.NUOl1S RARR'FR VENT IPING ER TO PRE CATCH BASIN GRATE 'I SEDIMENTATION CONTROL = STORM SEWER STRUCTURE ID ' FLOW -� 9 \ �. FLOW a p A ANCHOR WITH TWO 2%2"xX STAKES IN EACH BALE HAYBALE INSTALLATION AT CATCH BASINS N.T.S PROPOSED GRADE PAVEMENT SECTION DR LANDSCAPING (SEE PLANS) WARNING TAPE - MIN. 12' MAX, 24' ABOVE PIPE APPROVED BACKFlLL PLACED AND DEPTH TOINVERT `COMPACTED IN 12' LAYERS VARIES SEE PROFILES (OR AS OTHERWISE APPROVED) NO STONE LARGER THAN 3' 12, \ MIN. 12' 12' SAND BEDDING PLACED AND ,-COMPACTED IN 6' LAYERS NO STONE LARGER THAN 1-1/2'. Ml SHAL L MEETEET D.O.T.D.14245 6 iN 000°°0000000000 4" THICK CONC. DUMPSTER PAD---' (SEE PLANS FOR DIMENSIONS) lV DUMPSTER ENCLOSURE DETAIL �4 BARS O 12-O.C. PAVEMENT 11 \BEDDING ON SUITABLE NATIVE MATERIAL OR 3/4' CRUSHED STONE BEDDING MATERIAL IN ROCK EXCAVATION OR IN UNSUITABLE MATERIAL AS DIRECTED BY THE ENGINEER. MATERIAL SHALL MEET D.D.T. M.02.1 FOR 3/4' STONE. BACKFILL TO SPRINGLINE OF PIPE WITH 3/4' STONE WHEN USING POLYTHYLENE OR CPP PIPE STORM DRAIN TRENCH DETAIL NOT TO SCALE 5" THICK 4000 # CONCRETE SUB SEE PLAN FOR DIMENSIONS /< <//< / \ 9" THICK PROCESSED STONE ni JNAP�TF-R PAn nFTAI1 L-! V I• I I 1-s I L- I A I F R L-/ 11 / L- I ! . 1 L- N.T.S. COMPACTED SUBGRADE I 11I11(1111a�i IIIr'1I1111?I) Ili�l11111�11 III611�IIItI mr�911�Rid I i BOTTOM OF )RAINArF WAY PLAN VIEW MOULDBE HIGHER THAN ELEVATION AT POINT B l^.RVSS SEIn.TIVIV BALED HAY OR STRAW INSTALLATION WIDTH VARIES - SURFACE COURSE -BITUMINOUS CONCRETE 1 1/2" CLASS 2 ON 1/1/2" CLASS 1 1-1/2" RISE 1/4" PER FT OR I AS DIRECTED GRAVEL BASE --� 8" OLPTH AFTER COMPACTION PLACED IN TWO COURSES C- DOT M.02.03 CROSS SECTION BITUMINOUS CONCRETE DRIVEWAY not to scale CAP UNIT ADHERES IMPERNOUS FMl TO TOP UNIT 12' DEEP W/VERSA-LOK CONCRETE ADHESIVE VERSA-LOK MODULAR -\ CONCRETE UNITS \ -` DRAINAGE AGGREGATE 12" THICK MIN. _ ` 4" DNA, DRAIN PIPE OUTLET • ENO OF WALL -I11-11 OR O 40• CENTERS MAX. G"ILAR LEVELIW, PAD -� MIN. 6" THICK TYPICAL SECTION -UNREINFORCED RETAINING WALL SCME: NONE CONSTRUCTION SEQUENCE 1. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR AND THE OWNER SHALL HAVE A PRE -CONSTRUCTION MEETING WITH THE TOWN OF SOUTH WINDSOR. 2. THE SURVEYOR SHALL STAKE -OUT THE LIMITS OF CLEARING AND GRADING. 3. INSTALL ANTI -TRACKING APRON AT ENTRANCE DRIVE AS SHOWN ON THE PLANS. THE CONTRACTOR SHALL CO-ORDINATE WITH THE PROPER AGENCIES FOR RELOCATION OF ANY UTILITIES OR SIGNS. 4. INSTALL EROSION AND SEDIMENTATION CONTROL MEASURES AT LIMITS OF CLEARING AND GRADING. 5. CLEAR AND GRUB AREAS AS SHOWN ON PLANS AND AS DELINEATED IN THE FIELD. 6 REMOVE TOPSOIL FROM AREAS OF DISTURBANCE AND STOCKPILE IN THE LOCATIONS AS SHOWN ON THE PLANS RING SOIL STOCKPILES WITH SILT FENCE IMMEDIATELY AFTER CREATION. ESTABLISH VEGETATION ON SOIL THAT IS TO BE STOCKPILED FOR LONGER THAN 30 DAYS REFER TO SEEDING SCHEDULE FOR VEGETATIVE COVER OF DISTURBED AREAS. 7. CUT AND FILL ALL AREAS OF CONSTRUCTION TO SUBGRADE ELEVATIONS AND CONSTRUCT PROPOSED DRAINAGE SWALE INCLUDING OUTLET STRUCTURE AS SHOWN ON THE PLANS. IMMEDIATELY STABILIZE SLOPED AREAS WITH HAY MULCH OR BY HYDROSEEDING. SEDIMENTATION AND EROSION CONTROL MEASURES ARE TO BE INSTALLED AND MAINTAINED AS CONSTRUCTION PROGRESSES. THE DRAINAGE SWALE IS TO BE STABILIZED PRIOR TO THE DISCHARGE OF WATER TO IT. emu. 8. INSTALL STORM DRAINAGE. PROTECT TOP OF CATCH BASINS MATH HAYBALES AND FILTER FABRIC AS SHOWN IN THE DETAILS. 9. PREPARE SUBGRADE FOR PAVING AND CURBING AND PREPARE DISTURBED AREAS FOR LOAMING AND SEEDING. 10. PLACE PAVEMENT, CURBING, AND LOAM. SEED AND MULCH OR HYDROSEED ACCORDING TO SEEDING SCHEDULE. 860 • 191 • 8755 I Fn)F nR--q Cpesgn V� A, rof e s si on a 1 s, inc. DESION. RA DRAWN: RA CHECKED: PRL; iCivil Engineers • Planners • Surveyors • CIS Boa No.: 1251 DATE 3-3-2000 th sate! to road south windsor • connecticut 06074 DRAWING No.: F.• ✓OBIF1251/1251DET ESTIMATED START DATE FOR CONSTRUCTION - SPRING 2001 ESTIMATED COMPLETION DATE FOR THE PROJECT - FALL, 2001 PROPERTY SURVEY RESURVEY• SHEET R_EIVIAMINWAI LAC.'_K RICHARD TUSTIN& MANCHESTER MEMORIAL HOSPITAL / 1496 & 1504 SU LILUVA» AVENUE ��ENUE / 5 4-644-* � r s i • � Y Y'x*n'e" St ` :.jQt. 3„"F' .1 i4+ jPJ. °aF. .,cr, - ..t.. -. 'K. �-. ':J' r �,�. ,—� a F.. '-'it �`.' �',- i.�` .��' �f��%. �/ '.F"'� Jr •.�'; `.•.; =n .. .. ... .' _ -,�,. }y,-. ki< ` 1 rb� .'� ... ,yam. -'E ,,,.e�� o- >� � �' i f e `e r1i1 PJ ,.... a�o ..' .d, .`Q i '=Y _r�• • s. rt :}." .• 1. r1', r- � ♦ _'1 i. b -SE. #S : � . 4 i 'cs !' , a • sn:'i _ :! ••ate V , J H } ig 28,_0. SCALE; 1/4" = 1'-0 ., - - � - ' � !� ^t. Y'� S' S T" w.3 "'a'�j+� r• "-r"•i`! �? i �1F"'i1 s++yy��pp 1. t r r O W v O m � O u i e �a cn — C H � r A w L C QI — N C I e2 Nn — O cc i MC L on W so l� 1Lcz < L L O Q Q 0 H W W LU z z z w a� w O 1L -1k 0 LL Z s Q o Q x k > � w uj w SCALE 1/49= 11-01, JOB NO 005'74.10 DRAWNLRIA-1 01 CHECKED DATE r j �5 r_ ,.t•.Y-'- - ct'. ='e -sFr `TtF'i.7.' .y sr. - _M T,..,;., �-:*Y,., s'`eip.R{:.'ylw''�;_�-e. NY. ',f 1 � •4 ti y a. + d 4 LINE OF GL&- 10'-6" FINISH FL- 2'-5" TOP OF GLG- 10'-&" TOP OF FLR- 2'-5" VINYL 51DIN6 VINYL TRIM -_. VINYL FA5GIA VINYL 510M, VINYL TRIM SI DIC_% BILK VINYL TRIM it ♦•7 -77 fT� -- t COACH LIGHT VINYL FA5GIA �- -- i j 1 I 1 I I I i -- nINnnnn ilVINI nnn umm� 111111 111111111111 111111111111 II II 111111 l u 111111 1 1111 111111111111 1 1111 111111111 111111111'll 1 nn uuunl 11IIII1IIIII 1 �1111 111111toll111 111111111!11 nn1 11111 III II III 11111 Illtl 11111 i11 uw 11111 . u ij��\ rt r/t 1��1�/1 \• / q 1 I u I11 : 1�111111111 111111111 111111111 611111141 :11 11 11 Illl'1 WEST ELEVATION VINYL FA56IA VINYL 51DING 1 I j I _ — I � L_ VINYL RAKE SCALE: 1/4" = 1'-0" 51 DEWALK NORTH ELEVAT 1 ON 5GALE: 1/4" = I'-O" . s ' � •,-. il., .. .n.�e•r�-ii':,. I ,,� y .�,,, ., ,.at ., 11'.!�•. ,..- ,,. _ ���stl�:�C>. =� •�, '.:' 'Ql��'ww>�_>��"�1�:v�'•.%a __'�°' a°, :�S�tui.._..I�r,ebi�r�:t�i�$�.-�*�Y�,1.�a�.F�J'ii7�e�' �+' _5�1 � y�ei>a'� ■�••�.'1i�'�. •'� ,�- dart�'�i s��as��'•':'�� .te��'t�'a., i y_.; r yy r�_•EIS .y 4 srf a 1 . 1 I�' tr 7 6 ' .+IS �_ - -' !.. .'. aY [#.r.S� ..•. 7.�-.'i'."Rn S+ ... :.. _..1 �rr+l�l+�R•�.�A►'f�%�x�1s`�'�y�i�y'' rL� �� - .. : , �` £ , -11 . S 3sj r' ti.1 i,q „._ •. nk,..'i,.JS t. T-4- - w mt � A a pvp b• � �''( 1'4 -7 Y cn 4 .. ara. A � w' `�' � it e �, � �,7� , � • E � ° ^� *�- •� . x " I ; j' ' y . ',,•. yt ' •,;+ "1' '.: der l�" _ i"' .- t ,:'}"` '' �ya �• �+``' + a y,� �,�„ L t is h• �i`p��.., 1� +� S S+ ■ V ''SsT 3p : �i`4A ,.:/s+s+�?!k Y 7 h cm all in �•„�, . •+ fi > `tom !:, ro� "4�f." 's{to?''1`- C 1 r.. _Cc .. ��1 1 r�����s k. ���',�,� c ',d}rll �:.,'���C�.�r'�,n� �; ■G t0 x, 1. 'x b' 4 i s �5b. 4. 42 ✓ 'F i''' �°y � F�' M fa ,s• y,�t,. .ky a �,(t i'r' k�5� ..51 U. v �A �• ' {� f � E Al Z Z W 5 d.f" Z m W CD wOm �Jo Qwr"'-me--,Yc QM-f-0: -*o(t - -'�'LuT,� wrwJ. E o w �f5 O2 WOl � U T _ �0 a d L¢ wOO�oamZOp�=tw�0 cc to�w0Q1,.•[CQla Q ZOUw!�w2O of � QQ� Wpp c� �d?cn�i3OUZQ VINYL TRIM VINYL FA5GIA VINYL SIDING .yyra� , '�• . -,, r _ itr�a� �t .•�i -4, ' - . i ' -... a � - • '+.f � } - �.. ,qt�, .��t �'4+f�it1.�11w7S. �. , , r � e � y �.,-r?•a ,;.ti �v '�r` 7�Ij�'�,dt� lvd �f�r' , y sA� 41 AM �Wavl�i 5OV I H EL�=\/A,1 1 O to SCALE: I/4" = I'—�11 - 1. '"` ,'r +:• ,: �;. r.>� t Ex� d4!!x. ig � 4 � ` -fir } , rr l>I• a+. Ir{_ ,,.:� ; 0 LU U1 W lli LU O� v z w —A ° Q� } w ---r 3 LU LL W c� �f 11.1 # U x 111 Q 7-0 \jl � z Z v gt W N Q w uJ p SCALE > JOB NO, 005'i4.10 DRAWN A n n .4 v v LRF A-ZU I ry � a g CHECKED > > DATE R� Q' . 0'1-\ai'� rN 12' r:,CP 100 TF 112,13 E 10&03 jT[[ F 106,177 a o a ° ° �L. 102,4 "o v o o ° o ° v ° a v ° ° o ° o -- v v v v 0.00 0.00 0,00 0.00 0,00 0 0 0.00 0.00 0,00 0.00 0,00 0,00 0.00 0,00 0.00 0,00 0.00 0 00---- $6B'"`�5.00 0,00 0.0 0,00 0,00 0.00 0.00 O,UO'-'`�0 8 0.00 0,00 0.00 0,00 0.00 0.00 0,00 r-886"�"15,00 0.00 0,00 0,00 0.00M ' '00 0A0 0,00 O,UO 0,00 0,00 O.UO 0.00 0.00 O.UO O,UO 0,00 O,UO 0,00 O,UO 0,00 0,00 a v a 0,00 0,00 0,00 0,00 0,00 0,00 0.00 0,00 0.00 O,UO 0.00 0.00 0.00 0,00 0.0 0.00 0.00 0.00 0,00 0,0(l / L O,UU 0,00 0.00 0,00 0,00 0,00 0,00 'a. 0 0.00 0,00 O,UQ �AKAf .3°, HILJ._�° O,OU O,QU 0,00/00 ,0,00 0.00 0,00 0,00 ° 00 0.00 0,00 0.00 0,00 0,00 0,00 O.Ul 0.01 0,01 0,01 0,03 0.01 0.01 \np 0,00 0.00 0.00 0100 OA 0100 0.00 0.00 0.00 CHAIN LINK EENE °, no no n nd 0 01 non 000 000 0:00 0.00 0,00 0.00 O,OU 111 102 „�ZO,QQ ,03 O,Qo I O.66 0.00 0.0Q O.OQ 0.00 0.00 ` 09� / 0,0Q 0.00 O.OQ O,Ql O.Ql U. Q2 "u,u�t - u.uo u.�o U,c " �•�� RURAL RESIDENTIAL ZONE____ ° ° ° RESTRIETED ❑FF�f:E ZONE o ° ° a a v ° v o v o 0,0 0,00 0,00 0,00 0,00 0,00 0.00 0.00 0,00 0,01 Q,Oi 0.02 0.06 0.10 34 0.69 0.11 `03 �6 0,01 0,01 0,00 0.00 0.00 0.00 0.00 0.00 Q.00 15' RCP / ° ° ° ° ° °'S0' F oY 6� 0.40 0.53 0,48 0,75 1.58 ° .61 6 0,34 0 3 0.01 0,00 0.00 0.00 0,00 0.00 0.00 0100 0.00 0,Q 0,00 0.00 ,00TCj0,0 0,00 0.00 0,00 0.00 0,0 0,01 - % A-H \ 2 a ° v v o v v a v ° v v v v v v ° 0.00 0,00 0,00 0,00 0.00 0.00 0.00 0.0 �, 32, 5' r '"N U 5 1.24 1.04 0.60 0.56 1,58 0 3, 0.35 0,06 0.02 O.QO 0.00 0.00 0,00 0,00 0.00 O,UU V""A \\ lkl— t^'� 1° ° a a o v o v v a o o a 0.00 24 U,Q�p 00 00 O,UO 0, 00 0,00 0.00 (-A P R L7 POSE D 4 2,8 3.66 1.92 0.84 0,54 1.19 6 3.01 0,05 0.01 0,00 0.00 0.00 0.00 0100 0100 0.00 � d ,w ADDITI[7N a __ ° __ c ° fin n nn � `Q 1. 5 4, 4.72 1.98 1,10 0.35 0.53 1,0 0.95 a . a ,07 02 0.01 0.00 0100 0100 0.00 0.00 0,00 U.UU O,uU 0 u u.0 u."uu u,uu A U N o o...., v ° ° a a a a v ° ° o 0.00 0,00 0.0 O.OQ 0.00 0,00 0.00 0,00 0,00 FF 12.1 g'i 2,87 ` 85 3,02 1,04 0,57 0,52 0.64 0.42� 8 0,0 0,02 0,01 O.OU 0.00 0.00 0,00 0,00 TF 106.77 B ILA G 96 + (MPITION ° ° ° ° o a � v ° o o v o ° v ° ° 0, 0 t 0102.2-f0,00 fl.00 0.00 0,00 0,01 0.01 0.01 W Dai ght = 2?12.96 12,1 rr 1.08 1, 2 1.24 94 0.85 0.82 0,55 0.50 4 0,20 0.10 0.05 0.01 0.00 0100 0,00 0.00 S B — H 25' S,Y, '" 22 v v ° a v v v ° ° a ° ° v a ° v a v ° 0,00 0,00 0,00 0 0. 0 0.01 ° 0.02 0.03 0,04 0.86 0, 2 0.85 0.91 1,36 1,73 1,15 0,63 0.61 1.06 3 1.8 0.34 0,07 0.01 0.00 0.00 0,00 O,OI] ° a a a a a ° ° 70 ° ° 17 1, 6 3.20 4,11 1.98 1,02 0,54 1,4 .70 4, 2 0. 7 0108 0.03 0100 0.00 0.00 O.oO 0,00 0.00 0.01 0. 0.03 0.13 0,20 5 0,13 .31 .71 3,84 3,83 2.64 1. ^ �5. 6 .32 1.07 0,54 1,97 2,35 3.23 0,29 0,06 0,01 0,00 0.00 0.00 0,00 0,00 .00 0,01 0,04 ° 0,36 1,04 ° v 0.68 0,68 1,98 2.18 "' 1.68 1.10 0..9 3.9 v ° a o v ° v 70 v 0) 18' RCP � 6' STOCKADE S A O,OU 0,0 0.06 0,27 17 83 3,81 3,56 1,37 0,71 °01.6�NCf 6 a 93 0,33 0,38 0.83 2,67 3.90 2,58 a. RAL�.65 �1.09 1.04 0.34 0.04 0.01 0,00 0.00 0.00 0,00 ARKING 0100 0.01 0.07 0.34 a 2.5 1.70 1.52 0,79 ° 0.31 ° .?r&i ° 0,30,E 0.10 v ° ^,.66 1 0 0.82 0.5 0.46 0.52 0,51 0.63 7 0. 6 0,02 0,01 O,OU 0,00 0.00 --E / T E 1- 26'35 ° ° ° 0.59 0,62 0,62 0 0.17 0.1 25' S.Y. �,1 cJ1 3 0. 0.51 0.50 0.63 0.89 1,19 0.08 0,04 0.01 0,00 0,00 0,00 1 02 0.18 0 _ NISI p SNET a n ° a v ° ° ° a ° a a ° a a a a ° a ° 95 -' 0.6 0,99 U,63 Q,64 1.42 2 1.03 0,26 0.03 0,01 0.00 0.00 67 0. 0.01 0, 0,07 0.23 0. 16 0,24 0.07 4 0.04 0.03 11 V (� (/ F rd N PAVED S — H S _ 6'3 `� 49 ° 1,65 0.7i2 A�G 1,4 .43 .91 38 � b40 O,O (� I O,QU ] r-"O S ❑ I I I H WINDS 0 R 0.00 0,00 0.01 0.04 0.05 a 0 0.03 0,02 0.01 0.01 ° 2 I u I v lJ N c v a o a 0,00 0.00 0.00 0.01 0,01 0.01 0.01 0.01 0,01 0.00 0.00 0,00 0.10 0.27 .19 3, 1.77 1,21 0.55 1,12 2.71 2. 0.1 0,03 0,01 0.00 0,00 �' 22 c °J ° o v v o a o ° o ° ° 0,00 0 UO 0.00 0. 0 Q Qp 0 09 0, 0,00 0 0.00 0.00 0.00 0,00 0.00 B 01NG 1504 �' 0.24 1,4 3.50 5�. 4 Y 3.09 0.95 0.62 0.71 0,99 0,86 0,11 0.02 0.00 0.00 0.00 I F 107,�"a' Wa l height = 2� O 102.72 ° ° y q n �o a nq i ?R (1-77 ° 0.43 0.32 0.31 0.08 .01 0.00 0100 0100 O,OU 0,00 0,00 0,00 0,00 0.00 0, 0. 0 0,00 0100 0.00 U,UU Oi 225� u,1-r V.nQ I— - -' - - J� 6� Q ARKING OT NO TH AND SOU 0,00 O,UO 0,00 ° 0 0,00 0.00 0.00 0,00 0.00 0,00 60'oevc 0.00 0.00 0.00 0,00 0,01 0.02 0,09 0.17 0,29 0,36 0,40 ' 0.25 0.17 a 0,08 0,06 0.02 0. 0100 0.00 0.00 1 0.00 0,00 00 0.00 00 0,00 0,00 0,00 0.00� . 8;8 0,00 0.00 0.00 0,00 �'"�- 0.01 0,01 0.02 6.05 0,08 0,10 0,09 0.0 ° ° ° ° 8—~--8.0 0100 0.00 0.00 0.00 0.00 0.0 0.00 0,0 0,00 0,00 0 0,00 0,00 0.00 0,00 0.00 0.00 0,00 0.00 0.01 0.01 0,oi 0,01 0.01 0.01 0,01 0.01 0.01 0.01 0.00 0.00 0,00 0,00 0,00 0.00 AREA OF ENCRDACHMENT a o ° v ° ° a o v a a a ° o o ° a o,00 o.00 o,Qo o,00 o.00 o,00 o.o0 0.00 0.00 0,00 0,00 0.00 0.00 o.00 o,00 o.00 O.00 0.00 0.01 0,01 0,01 0,01 0.00 0.00 0.00 0,00 0,00 0,00 0.00 Z. o o.00 o.00 o a o ° a a v a ° ° a a n a v v a ° ° o a a ° v ° ° v ° v ° v 0.00 0,00 0:00 00 0.00 .00 0.00 0,00 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0,00 0,00 0.00 0.00 0,00 0.00 0,00 0,00 0,00 0.00 0.00 0,00 0.00 0,00 I V / a ° v nn n nn n nn 0 00 0 00 0 00 O 00 0-00 0:00 0:00 O.QQ O.QQ O.QQ 0, O.QQ �. O.QQ O,QQ O.QQ O,QQ O,QQ O,QQ O,QQ O.QQ Q.QQ Q.QQ Q.QQG A�E T � N 0 Q.Q& Q,�DFIRFITHY �u�VVC L Luminalre Schedule Projects MANCHESTER MEMORIAL HOSPITAL _- Symbol Qty Label Arrangement Lumens LLF Description 3 SA SINGLE 8500 0.720 GARDCO GULLWING G13-1-4XL-l00MH 2 12' AFG ®§�W ��me 3 SA-HS SINULL 85UU U.72U GHRDLU GULLWi14G Gi.i-i-4XL-it�iVMH-HS c ic' HFu 2 SB-HS SINGLE 8500 0,720 GARDCO GULLWING G13-1-3XL-I00MH-HS 2 12' AFG HS = LUMINAIRE HAS AN INTERNAL HOUSE SIDE SHIELD Luminalre Location Summary Projecti MANCHESTER MEMORIAL HOSPITAL SegNo Label X Yz Orient Tilt 24 SB-HS 653146 363353 12 285,945 0 25 SB-HS 653083 363334 12 285,524 0 37 SA-HS 6532331363411.6 12 208.309 0 38 SA-HS 653265.11 363350.E 12 198,015 0 39 SA 653168 363386 12 17.354 0 40 SA 653198 363338 12 17,354 0 43 SA-HS 653283,1 363290.E 12 194. '� 0 44 SA 653218 363274 12 17.354 0 Statistical Area Summary 1 Or..Iecti MANCHESTER MEMORIAL HOSPITAL Label Avg Max Min Avg/Min Max/Min PARKING L 1,41 4.72 0.35 4,03 13.49 Projecti BENJAMIN WALLACE, RICHARD TUSTIN & MANCHESTER MEMORIAL HOSPITAL - Revision 1 Specifleri BSC Group - <960) 652-9227 Agenti P.D.I. - Doc Resnisky/Moe Blanchette 4960) 292-0597 Calculations Byi Danlel O'Donahue - Applications Engineer Dater 02/05/2001 w)KPrinted Scales 1' = 201eX Fllenamei wi\opps\02-Feb01\156-9277-RI.A32 Photometric data used Is eased an established IES procedures and published lamp ratings, Field performance will c'.epend on actual lamp, ballast, electrical, and site characterlstics. Values shown are maintained horizontal Illuminance at grade, In footcandles, Luminalre height shown Is overall mounting height above finished grade. J011ICE GARDCO LIGHTING Applications Department Phonei 510-357-6900 2661 Alvarado St, Faxt 510-357-4852 San Leandro, CA 94577 EmoAt apps8sltelighting.com