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Home My WebLink About02-07P_DST OUTPUT_ELLINGTON ROADprepared by: CYro'Y46ionais, inc. I Civil Engineers • Planners • Surveyors • CIS 165 South Satellite Road South Windsor, CT 06074 (860) 291-8755 FAX (860) 291-8757 D'i S'i T T^ :s ARCHITECTS t-, A i X u i , VE-7ERANS MEMORIAL PARK -T f M AR, T�- Output SITE PLAN OF DEVELOPMENT TNBOO �� 000�� D�O�3 C��G��CU e. k8 `�)L��Q` I S' Jc JIB ) PLANNING • ENGINEERING • DESIGN 270 Amity Road Suite 130 Woodbridge, CT 06525 (203) 397-3600 FAX (203) 397-3642 *; /T I I D I y • � D m i♦ � � v STRE4-` BURNHAM ___-'-r �5 — .----- ---- x 11 v- O I I s n z 71 r �i ^C Cr yl>N='ROFESSiuNALS INC K4C_E!:_ `"E5E ORAY41N65 ARE 'HE PROPERTY OF DE516N PROFESSIONALS, ING AND HAVE BEEN PKEPARED SPEGIFiGALLY FOR THE 0V$NER/AFrL_1CANT POR `HIS PROJECT THEY ARE NOT TO 5E JSED FOR ANY OTHER IOURPOSE OR B,y" AKT OTHER PERSON OR PER:SON5 NOR F;T_ JUGED IN ANY MANNER WITHCXIT THE EXPREgS kxRl-rTEN PERMISSION OF DES+&N PIRCFESA-IONAL5 'NC. VIES£ 92LAN5 ARE INVAL;D UNLES5 THEY BEAR THE ORIGINAL 516NArJRE AjsC IMPRES51ON SEAL OF" -HE PROPES'SIoNA- ENv'NEER OR SURVEYOR THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WTH SECTIONS 20-30OB- 1 THRU 20-3,)06-20 '..)� THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN `HE STATE OF CONNFCTICUT' AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC THIS PLAN WAS COMPILED FROM OTHER MAPS . RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION IT IS NOT TO BE CONSTRUED AS HAVING Bf_LN OBTAINED AS THE RESULT OF A FIELD SURVEY, AND IS SUBJECT TO SUCH I'HANGE AS AN ACCURATE P-IFLD 9+aVE'! MAY DISCLOSE r^-N+ AND EiF, -THIMAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON ' 288. ?ICHARU MAR - - ------ ----- - UC. Nc I0..,O N 1L' C ll RIC ltiJ 11 EC^ Wetland 6 Environme 38 Westland West Hartford, Tel 6 Fax (860) _OWNER-/APPLI DST REALTY CONNE( 333 WEST ELEVENTH KANSAS CITY, MISS( TEL. (91 6 ) 93S TENANT DST Output, 333 WEST ELEVENTH KANSAS CITY, MISS( TEL. (916) 939 291 RRIDOR MAP LOT N/F ABUTTER LIST 5 14 4195 S£ CENTERBOARD ST. KING, £DWARD G. SnART FL. 34997 15 ff FARM BROOK LN. DBB MANAGEMENT 15 161 CARRIAGE DR. McKEE, JOHNSON I. MANCHESTER 06040 17 108 ELUIVGTON ROAD GRILLO, DOROTHY' A. 18 R005 JOHN FITCH BLV. CONNECUCUT, STATE OF 19 L002 £LLIAWTON RV. CONNECTICUT, STATE OF 20 108 ELUNGTON RD. GRILLO 1 Ur1AN AI & DOROTHY A lsllav) 11 L003 £UNG70N RD. CONN£Ct/CUT, STATE OF 22 R006 JOHN FITCH BLV. CONNECRCUT, STATE OF 23 ROO7 JOHN r1TCN BLV. CONNEC7ICUT, STATE OF 24 L004 ELLINGTON CONNECTICUT, STATE OF 28 130 BURNHAM Sr.. MEYER GAGE COMPANY INC. 29 230 BURNHAM Sr. MEYER GAGE COMPANY INC. 30 230 BURHNAM ST MEYER GAG£ COMPANY INC. 31 44 BERLE RD. GLASSMAN, A19RAHAM 32 L010 BURHNAM ST. CONN£CTICUT, STATE OF 33 151 KATE LN. OSGOOD LLC TOLLAND, CT 06084 34 39 ELLINGTON RD. SPIELMAN, ARTHUR E. & Ac;NES t 35 3 GLEN HALLOW DR. TONUCCI, RICHARD L. & BERNICE A FARMINGTON, 06032 36 3 GLEN HALLOW DR. 7'ONUCCI, RICHARD L. & BERNICE A FARMINGTON 06032 37 PO BOX 290 MOBIL OIL CORPORATION PALLAS TY, 75221 5 1 LOOS ELLINGTON RD, CONNECTICUT STATE OF 2 9020 ELLINGTON RD CONNECTICUT, STATE OF 3 435 CHAPEL RD. BRADLEY, MORGAN J. SR. 4 423 CHAPEL RD. BRADLEY, wORGAH J ✓R. 7 164 SCHOOL ST CORNEAU, KENNE7H F. E. HARTFORD 06108 14 55 AIRPORT RD. CONOEI, ASSOCIATES ATTIC• ANN CALAFIOR£ HARTFORD, Cr 06114 17 J66 BURNHAM Sr. CARDONE, SAMUEL ✓. 80LTON, 06043 18 150 BOLTON R.O. MAULUCCI, DOMINIC A BOL TON, 0604J 19 350 BURNHAM ST HOGLI, SVSAN M. & JOHN ✓. 20 338 BURNHAM Sr. COUGHLIN, DENNIS J. & MARYANN C 21 328 BURHNAM ST. COUGHLIN TH£RESA B. LIU 27 15 WATERSLIDE LN JONES, JOSEPH W W. HARTFORD 06107 12 13 L 014 JOHN FITCH BLV. CONN£CriCUT, STATE OF 13 26 1540 SULLIVAN AVE, TOWN OF SOUTH WINDSOR 151 ti R001 ELLINGTON RD. CONNECTICUT, STATE OF 8 L012 BURHNAM ST CONNECTICUT, STATE OF ZoNhg Data Block ZONE- 1-291 CORRIDOR DEVELOPMENT ZONE (CO) ITEM — _ REQUIRED/ALLOWED (CD) PROVIDED T:_ Lot Area 5 acres 47.31 acres Lot Width 300 ft. min. 630 ft. Lot Depth N.A. I N.A. Lot Coverage N.A. j N.A. Impervious Coverage 70% max.* 25.2±% Building Height 60 ft. max 36'2" Front Yard 50 ft. j 212.7 ft. Side Yard 20 ft. j 35 ft. Rear Yard I 20 ft. 599 ft. Parking Spaces 492 spaces I 403 spaces *** INOTE A 5% IMPERVIOUS COVERAGE BONUS 11�'1>NSOLIDATED PARCEL) `*NC'TE. T(-)TAL BL_!ILDING FLOOR AREA IS 258.081f s1 ft.(MAIN BUILDING), 2,940 sq `**F'APkINC, , WAIVER REQUESTED PER SECTION 13 4.1- (85 SPACES) tt.(GE.NERATOR BUILDIN;,) Rk iNc,_ ALCULATi!�Nc�_ OFFI(-E SPA(_ E: 61, 240 @ 4 11,000 So FT. = 244.96 SPACE' -_ INDUSTRIAL: 135,511 @ 1/700 S+j FT _ 193 S8 SPACES WAREHOUSE: 61,33C-) @ 1 /1,250 SU FT = 49.06 'SPACES Tc )TAL REQUIRED PARKING = 488 PARI,.INI__ REQt_IiRED PEF (_t_IENT'S ANTICIPATED I`.E TOTAL EMPLO (EES FOR LARGEST SHIFTS = 317 + 8.3 = 400 EMPLOYEES TOTAL PR)-)VIDED 403 SPACIES, 1 2 3 4-7 8--11 12 13 L1 Al SHEET INDEX COVER SHEET N KEY MAP CONSOLIDATION PLAN 100) SCALE INDEX (APPROVAL LETTERS) PLOT PLAN (� ri `O• 01Se TOPOGRAPHIC PLAN +� SOIL EROSION & ®�� ;�e� SEDIMENT CONTROL �®a• °�`�� 00. DETAILS SHEET 4��ry'4'ptllfMllt.Ma MA , REV: MARCH 26, W02 LANDSCAPE PLANS REV: MARCH s, 2 f;Mv: FEBiZUARY 26, 2002 A1.RC v of 9 F `.Tt�ff % A�ff %9 V DATE: FEBRlJAfZY 8, 2042 SHMT 1 SERVERI\QATA\JOBS\l567\1567-1,DWG LEGEND O EXISTING IRON DIN EXISTING MONUMENT V.)N�_Itv4t_N T ATIt-)N F`I-,I_INL' 1-)P AFT 15 �_)E'r'1'- Ti L) HERE,1N BASED )N NACI 83. T, TaL _,iTE ACREAc:,E _ 051.-7 F_ ;I-TE 6 i.o(_ATEE) IN ZONE X - AREAS DE ERMINED TO BE -jij1,�I[)E 50C- «AR F'LAiN PER C(WIVI INITY PANEL #09001'7 �-0009-D REV. +")F THE FIRM :NQ11,jF'ANCE RATE MAP ' ?AN J. JR AERAIN R{I ALEP(,'_)r'EPT; N/F BPADLEr MCP-7 -:S` ,;,RTHFP STIPULATED 'N VOL. 105, PG 336 OF THE SOUTH 1h'INL>SOF' LANE) REI�URC1`, �. CURVE IS NOT TANGENT. MAP REFERENCES. PROPERTY SURVEY RESURVEII PREPARED FOR DST REALTY, INC BURNHAM STREET, ;nl., TH WINDSOR, CONNECTICUT 87 DESIGN PROFESSIONALS, INC. JOB N0: 98-11 15: DATE 1 /2001; SCALE 1"= 100' %. BOUNDAR i• SURVEY PREPARED FOR DST REALTY, INC. ELLINGTON ROAD, SOUTH WINDSOR, CONNECTICUT BY DESIGN PROFESSIONALS, INC. JOB NO: 98-1115; DATE 1 -4-99; SCALE 1"=40'. 5, PROPERTY SURVEY RESURVEY PREPARED FOR DST REALT T CONNECTICUT, INC. ELLINGTON ROAD, SOUTH WINDSOR, CONNECTICUT BY DESIGN PROFESSIONALS, INC JOB N0: 98-1115, DATE 9- 16- 98; SCALE 1 "=100'. 4. PROPERTY SURVEY RESURVE T' PREPARED FOR DST REALTY CONNECTICUT, INC. BURNHAM STREET, 'OUTH WINDSOR, CONNECTICUT BY DESIGN PROFESSIONALS, INC. JOB NO 98-1115: DATE 10-15-1999: SCALE 1 "=50'. r p 9 I UNLESS OTHERWISE NOTED, EXISTING UTILITY �Uo LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE Ch INFORMATION. ALL EXISTING UTILITIES SHOULD (A BE FIELD VERIFIED PRIOR TO CONSTRUCTION U <°1+� 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 3 3126102 GENERAL REVISIONS MHA 2 3-5-02 GENERAL REVISIONS MHA 1 2128102 CHANGE TO CONSOLIDATION PLAN MHA NO. DATE DESCRIPTION 8Y R = ' 36e ;5' r = 146 3' C 291 6.T y = 2y1 0 _' -h tea"nq ;41 A4 `11 -W. S,1 N82 g 44 r EX 2' %L I (tie1; Sw r or ) II Nf MEYER GA GE , COMPAN Y, INC. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE NTH SECTIONS 20-300b-1 THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT' AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS. INC AND CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. TO THE BEST OF MY KNOWLEDGE AND BELIEF. THIS MAP 15 SUBSTANTIALL'i CORRECT AS NOTED HEREON RICHARD P MARTEL UC. No. ., � _ .: � �-:.. ., ..:. - � ;{. '` t,, R' ? •+7 �.r tin 1 ,.,' r^, �•. � 5 1�'i.. - �i,Si asY ..,`!-1F!".^,�; :. .�Ik ta.i�,rd> M ^ %; y 17 ,r",*£Pt � : sY kit p f Y , ? '- ., � - " .t.-..,. `._.. _ � �,'�.:-. -, a,^ - -►• i�t ii cs .�,. `s. , � . .�'ro ,,cy-t. •�'f' '�r?�`+, �4[ ,l'., ,, .141 �, :�i . •ti{e: f � g.:.bL .i.,: ��'� .w . . 9.t .'{`y'" K' �i'"> e > � gb• r.. - ,:5 .:`t�.a� � ,J`'i;f - ^}�. $ t a..• x 'j{Dc•• +!•»a4 �f, S». . ,St. , _�.,. ''f `r T ip.� � -s �;, rw. :e, '�F X.."7 .yF-� .. { �; :li,:!., r ;y.. � �,�' �'.t'. Y4 - � i i•= ,,.� �7, `' .;1 1.4�7A.. 7, - • -� �:7: � �-i:: � �f.:,4, ' ,r. �.� t� ° ;,;'. ,�"7` : �t' rii . �`�,a ?R � � �•'t w', � � r - '�.f. , ,o. f .S tom- rht,• � "o'fy'i `. - � - _ f _ T � „ I`LL •trW � 1 • _, 1 `�''� f� _ �} ; i 4 b �r � iS j Y � ♦' � is J X y n `��'Rt>m, si`•, ;Sr - 1 4 3., s � r�J1+ .�\ I We"''� r, r_ ✓ � ;i F; .v r � x � , � t :y � � �� i i,,' S 0 o. .f1 yyYS Too NIF r� t *F hi �// `P NIF S TA TEE OF CONNEC TI CU T42 31 c►+a —� N8353'1?"00, µ' e f > 50 EASEMENT FOR HIGHWAY PURPOSES / 2 { IN FAVOR OF THE STATE OF CONNECTICUT y1 AND ITS ASSIGNS. p (CV ry NIF z MORGAN J. BRA DLEY JR. a y. 50' EASEMENT FOR HIGHWAY PURPOSES ' < s a IN FAVOR OF THE STATE OF CONNECTICUT S. ZT AND IT'S ASSIGNS.v. Ra'eaenr4*14"6.75 so'?1 3 _ r � NIF ��, 7',7, ° o �. q o, �`OSEPH W. JONES Ns 20 ,. - 4A l <' tr LOC -7j I I I ' f fY QJ i � 1 2(Y u;xiry cAscum r Nv FAww of H B F. LAND ASSWA 7SS L6M770 PAR7NER,57+YP, F Dsr REAL rY cowgnCUr, INc & I!f roW OF sauna Muvesaz 2o' S r. r ( � 150.5 ' v. Mur>H a I 1V85756'4C) n �sraFaw,ev ' o N 1F KENNETH E CORNEA U NIF CAROL M. MA TTERA NIF o THERESA B. COUGHLIN J �o I 50' F.Y. Ez s• .Row vr� tv. a rr so�r� • N8629 53 E 195. 70" A10AI PrY COAMe _ V862958 E ni iOA44A" STREET CLIFAIVI Iti 860.29 I. 8755 PERIMETER SURVEY GRAPHIC SCALE CONSO LUDA` RON PLAN 0 25 _100 esign M FM , &rof es si ona Is, inc. Kul 7DRAWN.- KM/ CHECKED.- GBS 1 inch = 100 it. ! Civil Engineers • Planners • Surveyors • CIS ✓OB ND.: 1567 DATE 1/2001 165 south satellite road south windsor connecticut 06074 ORAWNG NO.: JOB 1567 1567-2-J..DWG .. ,.j 4 •s ,`. • - .;'c .,: ., ..'..' �-,1 "': ♦ i- 11 'y::� '^'y 'j� @ g� �i�{;. *� 77 rZ.;4 3,i I �y _r� ��, � .'v u a ,k �i. jit� { a+ iJ1',t .i x'� )� 'l� � .� Yt'i�'^� }a :,5=� 1':i��iy�rt�hX $y A•�+°yiyS� �i�, Y �� w'� - + s� ( It y''f '� Z M�k� f'�`RFy}= n",f1 � ��':. sl � r�t ti`�i•.� ,�f ..��fa•.4 •. _9 ..(�~"rL�N + 4,•'_, .� ` II R ' l4 VI A tr g yY � Az 4. RESURVEY PREPARED FOR SHEET DST 0 UTPUT u 112-f EL1LINGTON ARDAD .�� 13 SOUTH H MNDW R CON1 EC !L nC OJ 11 aw ./ T >v' .. I -,1, L il. 1 , .I, n I"' ty .I i in, ,I IN 1.' r L I I.RI I`,- "I :1 1�..I 1 + }u,I 1, 'I: f ll tltt I ,'.11 (•t' :,rt i r•L'1LIt , - 1 !•, "! i, un ,1 it c;l 11_! :n.ttrr .tl I11r rl '•:, h' r . , n , 'il•t •t .ut.l u I ; I •,tT"II tI tt.,. Ilurtl,lu t t.Il,tnl:,�:++,t u•;thltt .icy i � t, t ,.I-1 { 1 n, + �IiJa�.t ' !. I >p 1 ., 5 l t 'ili11i 1�It,'1 11 Ncli .1., 1,1 II;I ,il � U.� 1,. t; >•I' 1 r („t. .e 7 . , � I)II 1•+' I' '. -' ,r{,nnjta I'd , the• u111,4: -. AI' r It< h,ar- Ix ell slfnrtl Ia I:I, t !X r, t n, thr t )ffl, c ot tho l mr, larrk 31t< r Ii111lx t'.n sr iA.'r s. .I •,p' f Olt, 1, • I{" r . , Niibril.01L•r' I,t ,Ili {'1.I, tltttl„ !It•h.Trf IT .. it, .rI-. IV, .I� •,,,I Krvri M cann, t h atnn.in P{,, ucn, and / uimK [- c,minls�ur: 1*:hlrt kap iu••f I'll rtlti,nL;r)/lit [.-I Assr'S5c,r Sulx-nntendc•nt L11 I"Mutrlrt Fl:r Marshni i mot• / 5 1 t7ro iFaY L FOR H1G1/1FAY AM06ES / N rAVOR OF TIE STATE OF CON ECT100 ANo rrs Asmm& A+C>nl. n 0774'14' T = '4 7.5' 29 50 s, <a/2a 'y;X1 d RJ9 T i NIF r JOSEPH W. JONES EX N �.Qi z Oil �, P G MCA• /4 , Vv � � I (�Q 0 no ,• .-',; 4 EX Tisa a12 Of L ME KER GA GE COMPA N Kr INC om N / /PROP. AD Q Ile, �o �6 N7_28 41 "W 425 B\ W Elton FOR HIM MY PIM M ES N FAVOR OF THE WTAIE OF 001/4MTCUT AND ITS ASSOM N/F N/F STA TE OF CONNECT/ N/F J. BRA DLE / LP. /.t1/' F t a>tr' fmsr ,a0F`r aialim tb N75�5 S¢ SHEE S 4 � 8 / I ° b7 20',��'" h S. y HEE TS 6 & 10 0 (/ N N�1 b7 1 j`K I O O I.P.2:0� O of 0 CV v. r. Ar Lsr ar AWARrY u1E W Q;fh I o I rp J.sr NEW Mr PAO-E)r/Y i IA- BMW I 4P I S� II o�• Sri t ` `Tautn tom' ��utl� `l�iuz�� 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CT 06074 4.cut,P TELEPHONE (860) 644-2511 March 18, 2002 T Certified #70001670000775517597 Design Professionals, Inc. Attn: Peter DeMallie 165 South Satellite Road South Windsor, CT 06074 RE: Appl. #02-07P - DST Realty - easterly of Ellington Road and southerly of I-291 at 125 Ellington Road, I-291 Corridor Development zone To Whom It May Concern: At the March 6, 2002 regular meeting, the Inland Wetlands Agency/Conservation Commission approved application #02-07P - DST Realty - Inland Wedand/Conservation Commission application for the construction of an industrial building, stormwater structures, parking and associated improvements on property located easterly of Ellington Road and southerly of 1-291 at 125 Ellington Road (Assessor's Map #5 and 6, parcel #, 22, 23, 24, 25, 26 and 27) I-291 Corridor Development zone. This approval is subject to tjR the following conditions: 1. One blueprint copy of the entire set of plans and this letter reproduced thereon, must be submitted to ibis Commission. This must be completed within 65 days of approval prior to any construction activity on the site. Plans submitted to Planning & Zoning Commission shall 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 shall expire on March 6, 2007. 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. 4. Ali approvals required must be obtained and submitted prior to any activity on the site. S. A contact person shall be identified on the plans. N/F 6 Beech trees to be located and mapped on the plates. KENNETH F. CORN/ 7. Installation of plantings in the swalc to be supervised by the consulting Environmental Scientist and should not be planted until weather permitting fi. i a; t Lf the ..asting del—n b'asin should be mo:: ed o I: mce every two, vs ar; 9. We recommend a bond in the amount of $5,000 be submitted to the Planning & Zoning Commission to ensure compliance with the Erosion and Sedimentation Control Measures. 10. We recommend a bond in the amount of S 10,000 be submitted to the Piaraiing & Zoning Commission to ensure establishment of the swale and plantings. J I I I N/F CAROL M. MA TTERA �o O Z c/ I 20' u77u7Y EASEMENT LN FA wR o H.S.F. LAND ASSOCIATES UM17£D PARTNERSHIP, 0I DST REAL rY CCNN£C77C 1r> INC. & rO#W OF SOWN WNDSOR I I 20' S.Y. J LP IN, t N86 36 '40 E a rs" mErr a, cavww II I nayr .RY MIirNIH OOr A'101L'7P O O i W THERESA B. COUGHLIIN l/cam IWcl) in N ` I O STOCKAQE- LN815:295.rE'� FENCE 50' E Y _ INDSOR TOWN L/NE SOU lEAS T HA TFORD v. a195.70a,, Ala- rri• caom _ MY6 29'5B STREET --------- m :N; E `,S UTt1E "WI_;E NOTED, e XISTING JTI! ,'` REVISIONS 'i-iIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 fNRU 20-300b-20 Ot A nONS AS SHOWN. ARE BASLG UN A'VAI. Aril t NtORMATION AI. EXISTING u'IL.,'IES SHOO?1) BE tiEID VERITYD PRIOR TO t:ON';;iRUCTI0N --- -- - ---- - ------_T_ - --- OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - `STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS SURVEY CONFORMS TO HORIZONTAI ACCURACY CLASS A-2 — � � 2 Ai, UfILITIFS ARE' fC Bf STAKED IN THE fDELU — - TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. — BY A LICENSED LAND `>URVE-YDR PRIOR UJ CON STRUC11ON -- 7 3/26/02 '— UFNERAL REASIONS MNF _ 2/11/02 REVISE PARKING LAYOUT MrIA 3. THIS PLAN iS INVALID UNLESS II BEARS THE -i -_— _- 12882 IMPRESSION SEAL AND ORIGINAL SIGNATURE ` OF THE PROFESSIONAL ENGINEER/SURVEYOR RICHARD P MARTEL LIC. No. I r NO. , DATE I DESCRIPTION I BY GRAPHIC SCALE 100 0 50 100 200 ( IN FEET) 1 inch = 100 ft. 860. 291 - 8755 esign rofessionais, Inc. • Civil Engineers • Planners - Surveyors • GIS min 165 south satellite rood • south windsor • connecticut 06074 IiN DBE X S1H E ETA DESIGN.- KMl I ORA ON: KMl CHECKED: G6S ✓o,q No.: 1567 IDA rE 112002 DRAWING NO.: 156711567-2-3, DWG Very truly yours, INLAND WETLANDS AGENC17 CONSERVATION COMMISSION Elizab A. Warren, Chairperson EW:dr cc: Chief Building Official Town Engineer DST Realty s `Taum. a�' �out�i `llluzd�c�z 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06014 TELEPHONE (860) 644-2511 Mash 11, 2002 Design Professionals, tnc 165 South Satellite Road South Windsor, C-r 06074 Ann Peter DeMalhe Re LIST Output Expansion Approval to L'onnwt Deal Mr. DeMallie The South WirxLsor Water Pollution Control Authority, at its reguiar meeting of March 5, 2002. gave• approval for the connection to the rown's sewerage system of s commercial expansiort, located at 125 Ellington Road, South Wi dsor, Cr, as more specifically shown on plans entitled'Topugraphic Plan-, prepared by Design Professionals, tile., Job No. 02-1567, Drawing No. 10, dated 1-2002, with revision, dated 2.28-02, 3-5-03, and subject to the following conditions 1 Technical approval of the Town of South Windsor Engineering Department 2 Final Authority approval and acceptance of the sanitary sewerage connection will be grvcn oucc the sewer lice has been instalkd and inspected by the Town staff, and haled upon the wnttcn verification of the Town staff that said sawtary sewer line was installed in substantial coiifixrnance with the design plans previously approved by the Authority, and rneeting all Town regulauons and appropriate technical specifications relating to sanitarysewer construction. This approval letter mist be superimposed on the final approval plans. Very truly yours, z joleph J. Catino. Chairman Water Pollution Control Authority JJCdd CC: Matthew Galhgan, Town Manager Michael J tasritick, Director of Public Works Jeffrey Doolittle, Town FAgineer Marcia D3attaeh, Dimwit of Piamsing John Collins, ChiefEtuilding Lxspeciot DST Realty Connecticut, Inc. RESURVEY PREPARED FOR: DST OUTPUT 125 1E L1LUNGT®N IM®AD LrtT? TrIf"M tRT9AT1r1104-tI f /11r11&1.TUrVA"WT 4^T T"M UIAJ V JL JIx WlLIM A J'OWIN %P%J111V 16%o 8 JL%o W A SHEET 3, 13 ,. * ^tr�rtry t c, 1 � T•` j, s,.y't.C. �''�i �#{• "i`ti•+S`rAr a _.�_'Lxui.7 Y�.w,'ir �si•.s4ia%.��i �_. i __+i..4 . r - - - y�,. F:, i� J � k .. . ,.. .. i.:. Jvi' tier■hf° r �.T c ,. t i A ., ... .r - - - ' 's-. • .: is y :...•. ,-..-.. _ , - .., _ ,. a ..k. .r rh n ,. y p� V a, . L w1 r I .•. ♦.. .M :iQ r .� �, .., Pa' `A W t: - _'6 - " .. 2-J.:, y.. \.,yd .r.. '., -.r -., , - Y' • �., r:' /' c j'"4S } y y t f -r. ,f . 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Y I mo; }4 S,4 t- 'ni.� "'• ,,� „Fb - k iM, IP f. d'a . y , t r "t k rd° `• `.: y;,�:' •,. - i.J f,, ; � � J i' s r �va,r,; 4141-1 1::"'k. nor„, �'s i r n . t ♦ ,+t r . t S , r'';, * �: - r _'S. , >r iPh" t 7 " i �' 4': k �." \ f r .. } ,ram rp j: / �+ + 1 S�`',•t, l#w �, r 'k ;,~ ° v%'`+7" ! ` t a 1 r- w 4 '��jjj.,,::: CONCR,-rE CI1RB(TYP? 4 t ' s k 4r • • jjj • V 9 / ��{ go 1 a y ',y,'. µ .. jai " r - a f r r< !` i, �Y�i . _� _ INSTALL PA VE�7 PARKIi+lO AR�A f +T f t F .x f' �f l ,` p, , y_ ..--W f ! ` , .,�'' L` rt 'j. k, "err '•. D 1_ f} -, , HrJ �j . J j KENNETH F. CORNEAU � I., y n y's • / , Y 4.r. t It C A F° a. -1 M PROPOSED ..... ;. ;.�>� J t , �1 µ. , ,, ; .; ., � , y�', P � � h . Y. I �• JOGGING RATH - x.r ,,� ,� w o ,}��i� ti. IT S.. t $ ? p r,':- r` y t I I '. ^c 1 < < * 4 ,t• i ti h 1 •.rt. `Pry, , v yr ,{ '�• e :'.fi'r i- Q . i : r y' 4 - r. '; . c ' -� c •w ' . t �,+ ' 1 ` i •. :, vs r d r _ ,~, t '`, a-5A L.2 },i t ' r ,,, �' � �x :i d,; "4 'f � � ' ,.,- a� 7^.'•3 a. 1'�;:;f v<x t UNLESS OTHERWISE NOTED, EXISTING UTILITY 860 291 8755 �, s_ �� r4 �rJ RESURVEY PREPARED FOR SHEET o THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE MATH SECTIONS 20-300b-i THRU 20-300b-20 ; I ,7 a p, LOCATIONS AS SHOWN, ARE BASED oN AVAILABLE - �; ��`�/� �+ �� Y�_ L- DS'T C7l�TPUT o OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - MINIMUM STANDARDS FOR SURVEYS AND MAPS IN GRAPHIC SCALE tF '' Q,N INFORMATtON. ALL EXISTING UTILITIES SHOULD THE STATE OF CONNECTICUT•' AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS. INC. esagn y o, W BE FIELD VERIFIED PRIOR TO CONSTRUCTION. AND CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. �g 2. ALL UTiUTiES ARE TO BE STAKED IN THE FIELD 3 03-26-02 GENERAL REVISIONS KM/ o �'w. `' �� v }�� -k~+ ' rofess�onats Inc. s}7�►,�}� 7ID 0D w BY' A LICENSED LAND SURVEYOR PRIOR TO 2 3/5102 GENERAL REVISIONS MHA TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. � ICI FEFT > DES/GN GBS ORAwN MHA CHECKED: GBS J��,� °J�J�,��Y(�g LC �y 1N ®, � CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS iT BEARS THE 1 21,28102 GENERAL REVISIONS MHA 1288P 1 inch = 40 ft. 0 Civil En ineers ' Planners • Surve Ors • CIS ✓oB NO.: 02-1567 DATE• 112002 IMPRESSION GAL AND ORIC�!dAL Gt(vJJA rrIRF — , �1()1[J'7f'1f%1[AT1[��® `" ; t-�::i,, +w ?-, I('�ypiATFtf "1�11tC'ti T'R' 1 _/ NQ DATE DESCRIPT101V I BY I RICHARD P MARTEL LIC. No. -'` 1 •- - 1 6 "' L " ' 1 1 165 south sateiiite rood •south wlndsur ":nne:.ticut 06074 1 DRAINING iVU.: 1✓Ud17�b/17Jb/-t1ASt.L1W(�- 1v SOUTH WINDSOR, CONNECTICUT BY DESIGN PROFESSIONALS, INC. JOB NO: 98-1115: � DATE 1/2001; SCALE 1"=100'. 2. BOUNDARY SURVEY PREPARED FOR DST REALTY, INC. ELLINGTON ROAD, % \ " SOUTH WINDSOR, CONNECTICUT BY DESIGN PROFESSIONALS, INC JOB NO: 98-1115; DATE . 1-4-99; SCALE 1"=40' b 3. PROPERTY' SURVEY RESURVEY PREPARED FOR DST REALTY CONNECTICUT, INC. � � S� ELLINGTON ROAD, SOUTH WINDSOR, CONNECTICUT BY DESIGN PROFESSIONALS, INC JOB N0: / 5 06 98-1115; DATE 9-16-98; SCALE i"=100'. C �1 P 4. PROPERTY SURVEY RESURVEY PREPARED FOR DST REALTY CONNECTICUT, INC \ 06 BURNHAM STREET, SOUTH WINDSOR, CONNECTICUT BY DESIGN PROFESSIONALS, INC. JOB NO 98-1115', DATE 10-15-1999; SCALE 1"=50' a � �\ '. C, LEGEND 0 EXISTING IRON PIN Q ' • VO ❑ EXISTING MONUMENT j / Aar, • . �V UMIT OF WETLANDS z / - • • • - - 80' UPLAND REVIEW AREA � "� �9, • -o X �� , ■ N „,-� `� 1O- ,�N\ / 0�P _• o ,� / � / �� - �, . /1 �� > V / �� 50 EASEMENT FOR HIGHWAY PURPOSES , PSG' IN FAVOR OF THE STATE OF CONNECTICUT � � AND IT'S ASSIGNS. �� z • 1' �G = 0�e14'�4" \ --- _ R = 16E. 35 ' T = 14. 75 ' ,1, \ <= 29.50' \ \\ ' 1 ` 1\\ \- 2 s r � , 389 8,\ �. 3. S/,O 45 / r \ IV 4s 1 \. \ o �_ \ \ \\ J• / \ `\v` 1 � �� / ✓�7 e / \\ / . ,` j 2 j, NIF J \ S� ,� _� J' N / I zp \ 4� / Y ` ` ^• �.` \ 1, ! \ \ \ I" \1 / , f • . MA TCH EXIST c ui AND GRADE" \ 4 NOTES 1 ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. 2. NORTH IS BASED ON NAD '83. 3. TOTAL SITE ACREAGE = 2,051,786 S.F. 47.10 Ac. 4. SITE IS LOI ATED IN ZONE X - AREAS DETERMINED TO BE OUTSIDE 500-PEAR FLOOD PLAIN PER COMMUNITY PANEL #090036-0009-D REV. 2-23-01 OF THE FIRM FLOOD INSURANCE RATE MAP. 5. PROPERTY N/F BRADLEY, MORGAN J. JR. HAS CERTAIN RIGHTS OF ACCESS FURTHER STIPULATED IN VOL. 105, PG 336 OF THE SOUTH WiNDSOR LAND RECORDS. 6. CURVE +S NOT TANGENT. 7. WETLANDS DELINEATED AND FLAGGED BY REMA ECOLOGICAL SERVICES AND FIELD LOCATED BY DESIGN PROFESSIONALS, INC. ON JULY 20, 1998. 8. WETLANDS DELINEATED AND FLAGGED BY REMA ECOLOGICAL SERVICES AND FIELD LOCATED BY DESIGN PROFESSIONALS, INC. ON OCTOBER 13, 1999 MAP REFERENCES: i PROPERTYy SURVEY RESURVEY PREPARED FOR DST REALTY INC BURNHAM STREET OF THE PROFESSIONAL ENGINEER/SURVEYOR. t�Sy+„I x+t .wr°f t 4_ } µ 1 �' `� �'*,° rP 3 . L i �; # ;P:. * } r :. r; ,�- t; •k �'1 syr ' ✓? t-1 - t ::. ,�..•.? '7ctd zc,n• , -. . .., '; _ '! r.. ! '{':.. r'k >� !1":.1 <ii-•4-�f',.ii -t'.. :i'irt. 1 9W :. _. rs _ _.. _ r Y. .. 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Rti^ '{. f iar �.. } ":'r e tY`r'.^ r i�s�� '..°.y " �' S t s tSt's;. t; . �:1 {i 5 v }°�., >`.M•' ,^N' 4 rK} M NJY+ + a��r ry 7 i,` Y '•y:'1 ''1 _.i�•,i '.,+., j .. T_ .L .:,a 7 -_i.f .t ,a,h... .i, �t'r... 1, �:•4 =r. ` �. l - ' 1 .. i t. F. � �tiX 3 • c.�,. �^ :iC , ).°F '�. �;; f+ M,_q a' , +: � . ¢i ' _: �� r : i,,'� G :i .iet� p Z, PROPOSED f'.5: r ` r L ryy ;�Q . JOGGING AATH = �i �.K'z ,iq x, j sL. ,. Y: �F �ha • t - ' - _t' �� . -.i hat '11 / ` - 1��j r .1. ti 1. _.- \ V O� i . _ . iiilll y ! i' - I ,� ��i J ��1. I - , . , :;r i I s S` 1 �- _ -"399.83 ..- - b - PROPOSED �( 3 , JOGGING PATH t a. • e ",H ' T'''h 'e 1 4 . Y �, . I r,. ; - r 1 ,i ` -' .. `; NOTES: , ! 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON- e:, i I _ ,: . I 2. NORTH IS BASED ON NAD '83 " at ~ 1 3. TOTAL SITE ACREAGE = 2,051,786 S.F. ;�k- ' A 47.10 AG. (' 1 `� 4. SITE IS LOCATED IN ZONE X - AREAS DETERMINED TO Be OUTSIDE 500-YEAR ' � FLOOD PLAIN PER COMMUNITY PANEL #090036-0009-D REV. 2-23-01 OF THE FIRM FLOOD INSURANCE RATE MAP. EXISTING GUIDING ! 1 5. PROPERTY N/F BRADLEY, MORGAN J. JR. HAS CERTAIN RIGHTS OF ACCESS F.F = 62,83 ! FURTHER STIPULATED IN VOL 105, PG 336 OF HE SOUTH, 1MNDSOR LAND RECORDS f. r . 3, ` 6. CURVE IS NOT TANGENT.1. _ i " r=' .'� - 20' U77LITY EASEMENT j 7. WETLANDS DELINEATED AND FLAGGED BY REMA ECOLOGICAL SERVICES At $E1Q�}s IN FA l/OR OF H.B.F. LAND 1 LOCATED BY DESIGN PROFESSIONALS, INC. ON JULY 20, 1998. z1 ';' ASSOC/A TES L/MITED PARTNERSH/P, 8. WETLANDS DELINEATED AND FLAGGED BY REMA ECOLOGICAL SMMC`ES ANt3 FIEL[f ham, DST REAL TY CONNECTICUT, INC. & Ste ' ;" t LOCATED BY DESIGN PROFESSIONALS, INC. ON OCTOBER 13, 1999,1, 11 •. TOWN OF SOUTH WiNDSOR moo, - :! i w` * v • : r �3� r, V. I > 1 4 1 t; ;�tr ";� A V. .iTt.. r , • ,, . / f �: a 'C. 11 . : ! I . .� � 1 ' � , • - 'a ya # l I ti' rr tf:. i I / e l: rAi 11 .> i. : LEGEND / ,. 1 ' a / I "Y , 0 EXISTING IRON PIN � z' 1 EXISTING MONUMENT , : t ' 399 8 / / / / / _ .. . / / l N/F �7 LIMIT OF WETLANDS '' � A �. / / / / r - 80' UPLAND REVIEW AREA , / / / / l / . f CAROL M. MA TTERA ,3 ,' , , / / / / / / �' / / / / / / / / r ' / i t• { / / f 5 k ,. / / / / / i ,'� 1.y f 'V. ,r1 '1 , A '- / / / / / / It / / / / C�IRE F'ROP. / T lT� i Y . �, , . t Y 1 rAl / / / / / / 25 - MAP REFERENCES: ?f s;t: w s ; * r ''�" . W I 1. � '31'.� ` n,` r45dr„ 1. PROPERTY SURVEY RESURVEY PREPARED FOR DST REALn, INC. BUR.NHAM STREETx ',y / / / / / / / / / / / / / "' *+ �. _ } y}i,I SOUTH WINDSOR, CONNECTICUT BY DESIGN PROFESSIONALS INC. JOB NO 98-1i1� '_r,l" / / / ;a DATE 1/2001; SCALE 1"=100' Y 4r. �P' ,�Tc / / / / / / / / / / ' /- . . . I , , I � .; - ,,�, , I � 111.1 I I i 4�, x-)*-,:��.�-, * 4 -1•�f 2. BOUNDARY SURVEY PREPARED FOI tST* REALTY, INC' ELLINGTON ROAD, 5 / �. . �"I.-t 1'i � ' SOUTH WINOSOR, CONNECTICUT BY DESIGN PROFESSIONALS, INC JOB N0: 98-1115; DATE / / 1 �:, 3, � � 1 1-4-99; SCALE 1 =40' x r � 3"'`. 7i 4:; t`� :� ) 3. PROPERTY SURVEY RESURVEY PREPARED FOR DST REALTY CONNECTICUT, INC. t %� N 1 / _ / / / / / / / r - t .� - p:;: `rt«, j T 4�` 1 . w, v MARK / D ` U 1 v / / / / / ' / #, u, rif�e;;,�t 1 �; ELLINGTON ROAD, SOUTH WINDSOR, CONNECTICUT BY DESIGN PROFESSIONALS, INC. JOB N0 A / / �.� / / r Ky it}t, :TKf�tdf` ! +5p+ x, ! 98-1115: DATE 9-16-98: SCALE 1"=100'. SQ. / / / i y �> 4. PROPERTY SURVEY RESURVEY PREPARED FOR DST REALTY CONNECTICUT, INC. 8 2 �•�( / / / / / '` �'x' e.. I r) BURNHAM STREET, SOUTH WINDSOR, CONNECTICUT Y QESIGN pR(2FE INC. 10$ 1 O i / / / r't Y P i t j1 1r TvY 1. -[7� / v f , N� , t A- '_ E. 3'".. .j,... f 1 (�� N0: 98-1115, DATE 10-15-1999: SCALE 1"=50 .11 'T 611 // t r { ./ / / / / .1 / / / /,Z-Z- I , I ;�V, , . .. , .. a.. .. - '. _ _ •q z � X 1 UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS 860. 291 • 8755 - RESURVEY PREPARED FOR: SHEET ON F LOCATIONS AS SHOWN, ARE BASED. ON AVAILABLE THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20--300b-1 THRU 20-300b-20 .. ;, .r- ., ," ca z OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE � 6 " 3.INFORMATION. ALL EXISTING UTILITIES SHOULD STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS GRAPHIC SCALE 1 !1''L5� [� °�� ;' r^ BE FIELD VERIFIED PRIOR TO CONSTRUCTION. SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2 ao 0 ,�, esi n " , DST OUTPUTS �x 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 1 '• '" .� A$' _ Y ,ls , ��y�N,`,t= ��" `1 "1 3 D3-26-02 GENERAL REVISIONS I<�II TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. r'Of �SSrt�llarS inc. v BY A LICENSED LANp SURVEYOR PRIOR TO �T �j CONSTRUCTION. 3/5/02 GENERAL REVISIONS MHA ( IN FUT) DESIGN. GBS DRAWN MHA CHECKED: GBS �� C�y�®A� �®�1Ur 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 2✓28/02 GENERAL REVISIONS MHA 12882 !inch - 40 ft" I Civil Engineers Planners Surveyors •CIS Job No.: 1567 DATE 1/2002 1 �/ IMPRESSION SEAL AND ORIGINAL SIGNATURE SOUTH Wrn�Ttr�SOR, CONNECTICUT 3 OF THE PROFESSIONAL ENGINEER/SURVEYOR- NO. DATE DESCRIPTION BY RICHARD P MARTEL LIC. No. 165 south satellite road ° south Windsor • connecticut 06074 ORAWNG NO.: JOBS/1567/1567-4-7.DWG �JJLJL7S v9 al`71V�7t1! 11� 11 LL . ., ,: x. : . r 1, � a � . . 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S , L'� � c . t' 9' r h .�. _ a 'ti Yr-c -{t`, . `dr ,.t -4Y�rd +r .t. �'t?. : 1 1 : Y•f G t a" r a 1A. " y sT$ t 1.s / / / + i ,l,A�,,j, ♦ i ,T d t x,1 F a' + .; ;� , . , � q ... i " t i>!r '� 1^v a3 '1,�� R .Tr / / / / / / ,} ' / / / / / / j I y ; �' PROPOSED ;;, F, // / / / / / / / / .W *� 4JOGGING BATH } r `� ., / / / / / 20' UTILITY EASEMENT IN FA i/OR OF h ,., I pq ' / / // ` / / / / / H.B.F. LAND ASSOCIATES L/MI TED PARTNERSH/P, �'� ry ; f , ' ' _, / / / DST REAL TY CONNECTICUT, INC. &r-j I j :, 1 � .'1�1 . ., CJ.I I / / / / / / TOWN OF SOUTH hlNDSOR /,� ` G�w V1 / / / / / / / // �r . \-,1I ___1 - / , .9 _ �: f.\. ,t rt'..' . o f / / / .. .�.— G,. . .I 11 / / / / / / `� '� i �,r , / / / / / �' t,4�� . t / / It .11 / / / I 2({ S Y. �-- � i �{ e i / / if > Z / / / • � / / / / /.: i .,I j], I N86 36 4 7\ / / / / / / i LEGM - - / / Imo) % / / / 1 4 iT v Q E)85TING IRON PIN � «Js ,� „�� . ,�, s x 2g1r. -< -�, / / / LA WN �i - y f AID , (_` CONCRETE AREA I y �• T:: .•i , f...� s PRE °!NG ! N t ; _ JY,. c) s ,, � � ,• C' '-,� l / . WERESA Q. COUGHLIN R Ar _ :. • 79.5 / / I � 1, Bit 1 NOTES: e , r . r ,. 1. i / j �� 1. ALL tiONUlAEN7AT10N FWND: tNi 57.1_S QICf�D 1#Elbll4 1 r : t+', t , 1 ( 1/ .� �, t ,, ' cz / 2, NORTH IS BASED !.O#t NAD -83.` / 4 .t T e ;i / t ' '` 3. TOTAL SITE ACREAGE - 2.051.786 S-F, ",-, .S - + + 1 r iMDE / �1 4. SITE IS LOCATED WV ZONE X - AREAS DETERMINED i0 `BE 06moi 5W- !, 1 ROP• 4v°RIVE / 0% FLOOD PLAIN PER pyitAIITY PANEL .�090036-0009-D REV. 2-23-01 OF THE, a? 1 GRAVEL 18 ' 'V / / ! (` FLOOD INSURANCE RATE MAP. N PROPOSED '`C+( f 0' ! 5. PROPERTY N/F BRADLEY, MORGAN. J. JR. HAS CERTAIN }iK4 TS OF *m, 'IaB�TUM/NOUS ` \O FURTHER STiPiJLATEi� IN V(x. 105. PG 336 OF THE SWT?t MANU54F2 LA.t ':// f"�� (\ 6. CURVE IS NOT TANGENT. ,,,,yy.. ,<r CONCRETE '� J / ) {'� t 7. WETLANDS DEUW.,ATED AND FLAGGED BY RtMA E'�&066AL !Mii i tS 00), F9ECCt ; t. J ��4 LOCATED BY DESIGN � PROFESSIONALS, INC; ON JULY 20, 1998. �ryy ` y / / ( `► 8. WETLANDS DELINEATED AND FLAGGED BY REMA ECOLOCAL t+£RNCS .1D FiEl�b `fit (� LOCATED BY DESIGN PROFESSIONALS. INC- ON OCT08ER S , r ,; n (+ „�' . f. 1. .VC, CIIRI~ / a ;p k � < y •x, 2 4 r n ,. 1'i!,i mrti� 14r I il " — `� / / .. P , f. K, d * , fY,, y - 71 ., ' Aecw s�arluE PROPOSED I / �. t > , J ,,, <Y� j 7} 4 � t % JOGGING PATH r,¢ y ' ^3. ,, �� jf: . © ! 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V 7 / { l 1 . t � i ;, y r'", r �' r an". , -- rt, Y; * + t r it ,� t ''I ,�:. .• MAP REFERENCES: • r v �' r i �•`•.� rw y �1 PROPERTYr' SURVE REStlR1/EY PREPARED FE2 DST REALTY, tNC. BURNHAIMI STREET a � ' ": 4 - ,' t SOUTH WINDSOR, CONNECTICUT BY DESIGN PROFESSIONALS, INC. JOB NO: 98-111 .r '" v i `t i ♦ < t 44 cam. .,y I�y�-yam. �, A,.�i r F �, :- C ` t t a' ,_ _ .'trr j' Il' fl f a z 'S, :r aj{�lrr•i iATE 1 r �Q�11; S'� AIL 1 "� 101i'. q ?.g CSC -,,1 t`/{ ; 4 r ,, S : �" t#,ti+Try+ t > �L BOUNDARY SURVEY PREPARED FOR t7`T REAL ; r", INC. ELLINGTON ROAD. �`z-, ' �t v ,; , 4, ya + y �=°'_ �+! SOUTH WIND50R. C PRC E SIGNALS. INC. t�?B NO 9$-1115; DATE Alt r { G ,,�,q. .,i ' d r ." r •t,i/ , j� ~r' . _ a v yy�y:a, t-T., 1 0 1'ti J G+ r p i-4-y9: SCALE 1' w r 4 •i` tty'k�. s , s t ,."�"aa ,. xl`F�v t y 3. PROPERTY SURVEY YRESURVE'r PREPARED FOR [�ST'R£ALTY CONNECTICUT, INC r } ' `:; i 't" -, , 1� 1: ELLfNGTON ROAD. SOUTH WINDSOR• CONNECTICUT BY DESIGN PROFESSIONALS, INC. JOB NO. ( ?f 'a'q "` "+?` M err ` . -1 ram" 98-1115; DATE 9-16-98, SCALE 1 -100 „• F .w - " �' �i?, p+ y °; r € f � t �.- '� ! . 4. PROPERTY SURVEY RESURVEY PREPARED FOR DST REALTY CONNECTICUT, INC. t A ";• � t ra x ' �>s �' f= 'dam' 8URNHAM STREET, SOUTH WINDSOR, CONNECTICUT BY DESIGN PROFESSIONALS, INC JOB 2: / � )`+�a* �..` 4 f �}� N0 98-1i15; DATE 10-'5-1999. ALE 1"=50 .,• r -' r tt a ' t= #`< Y •. t,{iJ'!• K 1' t ^ „' cr"�5'7 r�•°' r ,gR "I u 'tf. ^,r", t ►•:, r`�F., .„ y ' ;:.�_. '''oaf:- 'r,..� ' 'fF'r ,;t-.c 'Zs ..� r".;: ,, .- zix t. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS s6o 291 875.5 eY �. � <.: k ai4' , ,�'=' m,, RESURVEY PREPARED FOR• - �r$K-A'�,k�- , . SHEET 0 I M THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-I THRU 20-300b-20 / �' '►� k '7n�!' u+ z LOCATIONS AS SHOWN. ARE BASED ON AVAILABLE OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE p�,X4'�o- u iy r�� .", 3.INFORMATION ALL EXISTING UTILITIES SHOULD GRAPHIC SC�iLE .w ,mSTATE OF CONNECTiCUT" AS ENDORSED BY THE CONNECTiCUT ASSOCIATION OF LAND SURVEYORS, INC. THIS ,. ; K" , If LIa® t!-L�(I"f�U1J .ter =- " "ma y' ,� �r� ;ai5 t//7 TP/r J/T - ,`�t 'a �y BE FIELD VERIFIED PRIOR 70 CONSTRUCTION. SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. 40 0 20 40 80 e�i�� t �' � r: ��E' �w, W> '� �� ,;��s O�` j v ` `f��w � •�; ' ',:7 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD {j 1 _ L _ . , - r. , s •S'Pr i'!JL <,�t.>-c r'kw rJ.�.. `:' t,« y*!�' ?•`4 t,t = 9- , .A .' 1. - i 3 03-26-02 GENERAL REVISIONS KMI TO THE BEST OF MY" KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. � �� Inc. } i�J�";r Y':,`� 4,�r BY A LICENSED LAND SURVEYOR PRIOR TO 3/5/04 GENERAL REVISIONS Mr+A (IN !'EET) .,DESIGN.'GBS DRA;w.-MHA CHECKED: GBS "� CONSTRUCTION. t 2-28-02 GENERAL REVISIONS MMA 1 inch = 4U ft �, ELLUNGT®N®AD Y' s�� s 'rf{ t •I 1 I ✓oB No.: t567 DArE:• 1 2002 ' 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 12$82 Civil Engineers •Planners •Surveyors CIS / �;..% t, ItYIPRfSIC)N SFAI AND ORtGiNAt SIGNATURE - - -- - __ .._,. -- - - _ " i ...0 1 i[g ,a�rQ�R +��R�I�TEI��T� OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY RICHARD P. MARTEL UC. Na lb5 south Sotelllte roan • South wmasor • Connecticut ' . 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J. .. •. ..A"1- T.' ..t<o- .._ ,- .5. )'.4'^ .1 '.�Y-. .. ;1 ,. �. � - _ _ f d'.a',.i_ 2 - NOTES: 1 ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON 2. NORTH IS BASED ON NAD '83. 3. TOTAL SITE ACREAGE - 2,051,786 S.F. 47,10 Ac, 4, SITE IS LOCATED IN ZONE X - AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOOD PLAIN PER COMMUNITY PANEL #090036-0009-D REV. 2-23-01 OF THE FIRM FLOOD INSURANCE RATE MAP LEGEND O EXISTING IRON PIN o EXISTING MONUMENT _ _5g0_ _ EXISTING CONTOUR .287.3 EXISTING SPOT GRADE c� PROPOSED SPOT GRADE v--v LIMIT OF WETLANDS - • - - 80' UPLAND REVIEW AREA EXISTING 75 LF 18" ADS S=0.5% �� --*"� \ / INV., 54.42 et. X %1 \ , • 1 `� �\ / \x Aga, / , \ ` X 58 6 / \' ,- ` ��J . , X \ , �s� 2� I/ ;� / ' 7 ,.\ �,, . ---- - - I.. *-V ft I /. _l _ ?a �__\� � � 'j } o�G. - / . / �/ =�* ------ - "%% �, �� . *-� . -- - ---- - I V . � I I . . _ \ 1 1 \ // —� ., 1q(- / I . � . /� 1 :— � 1 ° • " TF 5660 ! INi✓ 55, 48 0 11 ? . -I-;� �c_�S� - A!A TCN EXIST, CUR . �' AND GRADE . 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'b' IA. t V ,,�{'. •.� µ ,' 1 r •�'�,y r.(... 1', - ,,,t ,I' ' .. k S. r' Tv 1 4 r'; ,6 d' 7i s i 1 +' •.T. f•i n+,: _ ` 5 t: I ��o .1- I . , � 1I ,- - - -- . .� I - ---- - � ! .- I,+.I �' ,��;- ,:..`�. , t.,-; . .�-I , . ,- - , ",� "-- ,- ��,;f- ,�k11� ,,�:.'�e.,�-�., �jltr 1 A 1r5 it - I. ; ♦' ^ rat •'✓, �.k .: a F, _ �. 5 PROPERTY N/F BRADLEY, MORGAN J. JR HAS CERTAIN RIGHTS OF ACCESS -, - ,'. I , -. FURTHER STIPULATED IN VOL. 105. PG 336 OF THE SOUTH WINDSOR LAND RECORDS. - -` :ham �, - - - .0II , r I.*., C1 ,,", . - 'Y' '�� a I, (. rti i .,a r 6. CURVE IS NOT TANGENT.' -1-1 ' -I - .--'-_�;�-.� -,- --- '*_ ''�-� �—-' ---,_--I--:-----�-- ---.---1 -_- -_-. -_._w� _� -_�--___ ---�-I. �-r-- , -I , _---- _ ---- .:_. ---- - �--� _ --__ *,:'-�--. - � �-_-�I ---- 1�-1,,--� -1I 111 - .1� _-� . . I. �.�-I --. ---- .� �,- -. - .. �f-�- .---,--4r, �I - .-.I','�� *I .-�I�'.'�- .;� w,� - ",?:-� o J. 7 WETLANDS DELINEATED AND FLAGGED BY REMA ECOLOGICAL SERVICES AND ELD I - µ t LOCATED BY DESIGN PROFESSIONALS, INC. ON JULY 20. 1998. ' `'' ``` , / y` • _ _ s ` _ . `2:+ 8. WETLANDS DELINEATED AND FLAGGED BY REMA ECOLOGICAL SERVICES AND FIELD / _ _ :-- . ,,,`-3-. I,, �,:• LOCATED BY DESIGN PROFESSIONALS, INC. ON OCTOBER 13, 1999. / , �`_ •1_ � A _ a _ _ _ , �•. 1 t 't'r �\ •f r .. M•, Tom~' - ..4 y• _ r P R - ..' MA N FERE ES E C „-. AA j. / h N - F � - tf 1F_ � a c� 2 V +. 1 PROPERTY SURVEY RESURVEY PREPARED FOR DST REALTY, INC. BURNHAM STREET, ,i __ � -+, _ ,,L, � '',,, ''a • P __ _. SOUTH WINOSOR, CONNECTICUT BY DESIGN PROFESSIONALS, INCJOB N0: 98-1115; / ~_ - DATE 1 2001' SCALE 1"-100'. t;" \\/`\^�/,\ - , r 1, '1 f„•' l `� - •'' _ • - --, ,_ _ , 2. BOUNDARY SURVEY PREPARED FOR DST REALTY, INC ELUNGTON ROAD, `- f r „7 SOUTH WINDSOR, CONNECTICUT BY DESIGN PROFESSIONALS, INC. JOB NO98 1115, DATE q� �._ ' 1-4-99; SCALE 1`-40' �/ < -� : ° F ' A 3 PROPERTY SURVEY RESURVEY PREPARED FOR DST REALTY CONNECIICUT,INC / ---_ - ` s N83 �3 _ CONC. FLARED END " ; - - 1 W _ . f I9 ELUNGTON ROAD, SOUTH WINDSOR, CONNECTICUT BY DESIGN PROFESSIONALS, INC JOB NO: -- - 1 . .b, r j 1�. i 98-1115: DATE 9-16-98: SCALE 1"=100'. , -) � ueri, n✓irnrr u,rAr r — '^ `+...�_ ^t _ C} y } 4, PROPERTY SURVEY RESURVEY PREPARED FOR DST REALTY CONNECTICUT. INC. \ /NV.' J5.3O \ �� 0" t 5 , o i r i p,±. . BURNHAM STREET, SOUTH WINDSOR, CONNECTICUT BY DESIGN PROFESSIONALS INC. JOB ,� / _ • • - ' ' �, v * ` ?y' � I r < y NO. 98-1115. DATE 10-15-1999, SCALE 1"=50' - �� •., '-^ -- 1 •, / EXISTING POND `s.r. ""—-7 . ,4 . - . I . - z . ! .-.,4:. ''I. . '. ,..� %. �-' `,- " j," - ". 8°��aty ;, t �, �. I 'x V,V%I-./ .." - .0� �.I I 11 I1. . .% I -\--,' "-I / "�� . .,, I -', z,:\:�, 011.�1� I . �: I . .-e \ . I I , . 1, � , ; 1..� . ,. . a . A - — .%, I � � . .. .. 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UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 i 860 291 8755 RESURVEY PREPARED FOR: SHEET ou LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE OF THE REGULATIONS OF CONNECTiCUT STATE AGENCIES - ."MINIMUM STANDARDS FOR SURVEYS AND MAPS IN INC. GRAPHIC SCALE "' L. INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, AND CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2- 40 0 20 40 �� n u �s�r ouTpvT 8 ,`"• D 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 1 1 1 Inc. 3 03-26-02 GENERAL REVISIONS KMI 1111111111111i 111111111111111111111111111iii�rofessionais BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. TO THE BEST OF MY KNOWLEDGE AND BELIEF, ( � � ) . DESIGN•• G87 ORANN.• MHA C�'IECKE©: GBS � �� 1 2 3/5/02 GENERAL REVISIONS MHA i 2-28-02 GENERAL REVISIONS MHA 3. THIS PLAN iS INVALID UNLESS IT BEARS THE 12582 1 inch ' 40 ! Civil Engineers • Planners • Surveyors • CIS •!OB No.: 02-1567 DATE:' 1/2002 ...----_.-_. --.. .-•- _-•-'-'-• --_,.._. _ — en>rr1r �iiii>si>i4s�»� fy%1j% 7d�r fnrr NO. DATE DESCRIP77ON BY ORAYifNG Na: 1567 1567-8-11.DWG IMPKE5;NON St AL ANU UHRANAL NRiNAIUKt OF THE PROFESSIONAL ENGINEER/SURVEYOR. RtCHARD P MARTEL LIG- No 165 south satellite rood south w+ndsor Connecticut 06074 """ ""� �� "a'°'�""a` ""`�+�"""`%""` -. .._ ,.._,- - -.J�C� _� '.. . — ---- ,-7=<,:�&ftlu� k.. >r K „- t p G !- r 4 , „';•. f:�^r: 4 y� '�I '(. 1. } ,u; +;.A k N i ��f,,- -1 , c - 1 {+�. 5 ky 'Y' l< � y 4 _ � ♦ ; ' � 11 r+1 wry' 3y . - 7 {'xS ;;.t {i }iZ.i;i .: - -{ k ,f� e „ F r .p';R; 5` rq- , I .1 7 k .i. y �';F �1 9 " ,r.,y S .�7#,^ '•� i i•' nC }s�` ml+ F ]��+,I x .. - : -:._S.. , ''v'.:�4.r ll "rti q �.?. i Yti 2,"' 7� t•'� ' + e,I rb°•e.'.,_ G•� {'� a...4x '^ t p y � t'� � a, I. NOTES: 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. 2. NORTH IS BASED ON NAD `83. 3. TOTAL SITE ACREAGE = 2,051,786 S.F. 47.10 Ac. 4. SITE IS LOCATED IN ZONE X AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOOD PLAIN PER COMMUNITY PANEL #090036-0009-D REV. 2-23-01 OF THE FIRM FLOOD INSURANCE RATE MAP. 5. PROPERTY N/F BRADLEY, MORGAN J. JR. HAS CERTAIN RIGHTS OF ACCESS FURTHER STIPULATED IN VOL. 105, PG 336 OF THE SOUTH WINDSOR LAND RECORDS. 6. CURVE IS NOT TANGENT. 7. WETLANDS DELINEATED AND FLAGGED BY REMA ECOLOGICAL SERVICES AND FIELD LOCATED BY DESIGN PROFESSIONALS, INC. ON JULY 20, 1998. 8. WETLANDS DELINEATED AND FLAGGED BY REMA ECOLOGICAL SERVICES AND FIELD LOCATED BY DESIGN PROFESSIONALS, INC. ON OCTOBER 13, 1999. MAP REFERENCES: 1. PROPERTY SURVEY RESURVEY PREPARED FOR DST REALTY, INC. BURNHAM STREET, SOUTH WINDSOR, CONNECTICUT BY DESIGN PROFESSIONALS, INC. JOB NO: 98-1115; DATE 1 /2001; SCALE 1 "=100'. 2. BOUNDARY SURVEY PREPARED FOR DST REALTY, INC. ELLINGTON ROAD, SOUTH WINDSOR, CONNECTICUT BY DESIGN PROFESSIONALS, INC. JOB NO: 98-1115; DATE 1-4-99; SCALE 1 "=40' 3. PROPERTY SURVEY RESURVEY PREPARED FOR DST REALTY CONNECTICUT, INC. ELLINGTON ROAD, SOUTH WINDSOR, CONNECTICUT BY DESIGN PROFESSIONALS, INC. JOB NO: 98-1115; DATE 9-16-98; SCALE 1 "=100'. 4. PROPERTY SURVEY RESURVEY PREPARED FOR DST REALTY CONNECTICUT, INC. n, In n I A 1, (`TL7CCT C`ni ITU %A/IAInCnD /`nAIKIf:r'TI(I IT RY n�Clf_NI C3UmIVr1AM S' IfREE I, -3UV In VVII`7v.7vI1, �.vlv,)1L_v fiVv I Lj I PR(1FECCI(1NA1 C ICJ( .1r)R NO: 98-1115; DATE 10-15-1999; SCALE 1"=50'. LEGEND 0 EXISTING IRON PIN 0 EXISTING MONUMENT _ -520- _ EXISTING CONTOUR -[EM]- PROPOSED CONTOUR x 287.3 EXISTING SPOT GRADE +�] PROPOSED SPOT GRADE EXISTING TREELINE PROPOSED TREELINE �o n_ 9 -) °9 7' I it Li_ / L R = 1366.35' T = 146.37' \ L = 291.63 Ch = 291- 07' Ch bearing = S41 42'11 "W ter, *UAuw T �ATGIH GR/ ANO GOBS OS 44! EX. L ?= - ir: O.Y. iJ X _ X 6.63 - �o>> r , � - -- '� __--F- i �+ ._..-I � •� •� �e* 4Z,�;.. till 7,� f .:` ,hj ns f� r�,;, ,� / �• / / yac�./t k,, -F ��•'•• /< %� ;�+ �L"�r,��;?��;. �y J' .ztirn.. _ ( `...-'-•.� �.` ^'! a .F1` - "S•£'' i`T'' (}� O X 62.00�V X 57.03cV Ill / PA7li/ I _ 4A �Vv// -A . .... . C.� +. �r` ., MATCH EXIST. CUR ` \ ad'Ar l9 �O s56.14/ 'INV 54.42 / X 61.22'/ X 62.38 GRADE AND _ 1 18 - EX. 24 MAPLE' 14. SEE N0 TE 6� EX�GAs+yak'. -_ () yf tip; °t may 4 P I 4 X 58.32 r IP CB 75 5.82 r- v 1 4 O ff t I /� /yam A / _ I ( `` I _ _1` _ ••T"` I1 y f »a : .r 'a�` :i'•`'.;r , r '9;,tVe.ti ri: iR �i rlr GA. 10 G VLRU/1 V V IP a. ' J" = r •� ` '�3 r ti �4 ? V , n' � ''.� l �"` f� _-'--"� X• GAS 2" PL ) --- .r---- � C>� � a � �r � I tr �} �`i��,s:� �; �rytiq . ( - \ -._. - --•-- -- -- - -' -- - -- - - .- ._ - ._ ._ - --- --- - _^, 1 t / ,r Y• Y ."wj` >•'t• 'Y , + � d '��'� 's t .1s �� ECG. '24" M E EX 24 1 `11 --- � 9.83 // ( Y .. ,"[.,- i �: k. ,I -.. , 7^} -. fir/• :,'7+t �`q �F� 57.61 * , EX. 24 MAPLE X 61.4_ ( k ;x `ices fit' 1 �� EXIS77NG GAS i t PROPOSED �� pGAnoN of �FlRYED t JOGGING PATH �� RV►CE TO BESTRuI(11ON n PRIOR TO, 14 EXIST. GENERA TOR 4 I •y r r/ �. •� �s;� t�s TO BE REMOVED 1 ' I • ' kt; a EXISTING BUIDING -1;- i F.F = 62.83 - 1'r rE o _GUtAli57EA PAd? 1*AV£i1£N7 k 0 ems"' ' . N V ouur955, SNET • 1 u' i� WATER SERVICES OF EXIST. , , a l s�� 00 VERIFY LOCA77 N WATER, SANITARP, ANON. CONTRACTOR 10 OF NEW TO CONSTRUC • .. ,, hf ` / EX�ICT LOCATION m /N FIELD. SERVICES TO BE VERIFIED PRIOR ,, ( a SANGY/T SPA li�i ELECTRICCUT AND CAP EVS77NO ''p�� t'r' ' p� S?7NG B/,r PA16NEN � `( DCrIVES770 AND FIRE ADDITIONAL 1 .�,.., Q , (SEE � . / PROPOSED PADS PLANS FOR WA7LFR LINES�2 ST�RT CONC. CURB r TRANSFORMER FH' ' _ F nilS AREA `IX JJGHr ' f , r' ( �, ,1 pr ANS) H �.: 1�j� ---\_ M!I+J.? 6 l / GENER A� OR �3UU 10• L_-- SEE AKI,n. , PROPO.Stu ELECTRICAL SERVICES i ELEC7R ]BENCH DRAIN -. } » '' - "" INSTALL NEW ARCH. PLANS iViti•33 O --"" TF=58.80 +`'?` fX. HYDRAN 42.0 RWCE. EXACT LOCAnoN PER & FIRE WATER LINES. /NV>Sb•65 / 1 UCT10<`I. r .83 lC! BE RQ.UCA INSTALL 1 " DOMES77 OF BUILDING CONSTR rcu LINES „o� ABANDON EXIST DOMESTIC f 5a LA.nnf�•. _. n,ornlG WITHIN LIMITS / / /; / C O {�ci - _ RfLocA7m 6 3. U c.0. p ORAL 399.8.5 / _ _ / / �' �-- - r■-- ur r Pay FF= S F Io MIN• 2,940 4" SANITARYTS PER ARCH- PLANS / / / / R£LQCA7ED ' I INSTALL AND IN1 j / X 59. i O L pCA TON HYARANT CONNECD EX/S DO ES LINES. AND FIRE WA X 62.3 LINES T _ � / / , T E TING WA TER SERVICE T(n) F CAPPFD AND SERVICE R DIS NTINUED �E __ T" - - C.0. PROP. VE PROP s'i �` BIT 1 ,/ DRl � 25 _. c /NE/ �_ L �� . /� /, / / / _ 62_3_ / I / / _ i I / / / //'_. SIC `,'I Z 7 E AAR CIN� Ake / �� _�- _4 '<:,,1 A N82 °2-944 / 20' WIDE PROP X 62.3 t GRAVEL DRIVE ' t / / / C.O. z 0 { n 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE NTH SECTIONS 20-300b-1 THRU 20-30011 o LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN SURVEYORS, INC. GRAPHIC SCALE > THE STATE OF CONNECTICUT' AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND s INFORMATION. ALL EXISTING UTILITIES SHOULD rn AND CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2. 40 0 20 40 813 BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 1 1 1 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 03-26-02 GENERAL REVISIONS KMI TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. BY A LICENSED LAND SURVEYOR PRIOR TO 2 3/5/02 GENERAL REVISIONS MHA c IN F16SP CONSTRUCTION. 12882 1 inch = 40 it 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 2-28-02 GENERAL REVISIONS MHA IMPRESSION SEAL AND ORIGINAL SIGNATURE NO. DATE DESCRIP71ON BY RICHARD P. MARTEL LIC. No. OF THE PROFESSIONAL ENGINEER/SURVEYOR. 1 1 t i •if �`7 - .. - _ ��_....- -.a,_i .Vz _: ^l.. .''''f. : rf-yr'�y? A,_vi' C _ _. i},.i :. s' �`4¢4 '..� iY . v s Y , 860.291 • 8755 RESURVEY PREPARED FOR: Jill . s'i •rt k"?di �' YY �li I■ 13�r w+ v ®Sign DST OUTPUT ,•Mt axe "",cik T-&ar &rofessionals, � ■ rf DESIGN GB5 DRAIl MHA CHECKED.• GBS �,25 �+LLUNGT®N ROAD 0. 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' w ` , c r * ',. w a „ ' , :' ,& �� y CUT AND CAP EX/SANG V EXlSANG BI r PA 4L�MENT R AL --{jam „' _ i n .> , , ", �• P - 1' ' 1..rC DOME5AC AND FIRE SEE, £TAIL r RB A _ pl % U S tyiTA --,�C.Gr•�"'` / f r^ � );", Y y 4 r' w,'S.. �% t TA T CONC. E ISi 1 « .. WA TER LINES ' R X !- �r - -- ►�� ,F I`.', b h ' ' .. , x r ,'r * .r ` ' �:,r ; {` h .. i- .. �' / .1...�v_ _�-•�"�•'_ - I L'..:ic, +c.`: _.:..?i}!.-�t... ,_,.z, ,.t.�ai-.i�':' ? :.Zi-.�t• ? �.:.!t.:::�,.ci,. -a. `' 70 BE RELOCA7W l-,.- �- / � ; u: a. , r ?'' PROPOSED _ --- f r �, F TRENCH DRAIN Q - -•- ''- ' ,#,, �t fi r r '� X � .: a ; g' z t A 80 AV1_m.j �_ �- -,�►.� t t b s. r 1'. {, t- z j i t o �f ., TF-58 EA HYDM7ANT-/'� ZING - -i �_ I > ; I , . I:: ^r j y . �- 2 , ;rx -56.65 INV- 83 TU B£ RELOCAIFO �. - '�_'W �'- , K �T 's C O' T , ... ►- � REL Alm f ' y w �" ., a -'' r: ? , ' / / f Sri U POT£ ' N , / / /�: X 59. o RQACATED + j ` ` 1; 3 Y �i'`�' ", �, �* { , ;�, HYDRANT t' I 1 X 55.00 K j`' r t 'r� ;:.Y �� - . <y � �-- > I CAROL M. MA TiE'RA I ,� ' ; ,,� :.: T ,� E T/NG WA TER SER t/lCE j�� y{, ° t, r >i?., s SI .6R, �' : '73 - { r: ' tc,F ri / / TO E CAPPED AND SER iyCE I / / / / / END GON 61.10 X )t� i , - �, a / / aQ D_ 1S NT/HUED. > l �l 1 i.- Yi 1- 1ttii!;P3+r.f>,I_L+�sfl'- N, ! >#h1 ' Pi / / / 25' J 1 9 / / G 7 2 - I T i u t, Y �� `yywy / {t �. / _ ! 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ALL UTILITIES ARE TO 8E STAKED iN THE FIELD 3 U3-26-02 GENERAL REVISIONS KW I '� BY A LICENSED LAND SURVEYOR PRIOR TO � :-1-n, rrNca.l RFvlatwla UWA TO THE BEST OF MY KNOWLEDGE AND BELIEF; THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. t IN F,�, rofesslonals, inn. DEVGN: CBS DRA1W.• �a 1'.'M£CK�% GBS i" ti: � DEL LINt�'�`ON ROAD .4 r1 __.,�,. - CONSTRUCTION. - --- . * --- F' � "i t`. '' '� * S 1 2-2$-02 GENERAL REVISIONS MHA i inch = 4� ; �; ►�'i F$Jl+�tw r , � rY s 314 }'', ;'- 3. THIS PLAN IS INVALID UNLESS iT BEARS THE t 2882 ! Civi1 Engineers Planners •Surveyors GtS 1A�9 No.: 02-1567 pArE 1/ZOO2 . _' IMPRESSION SEAL AND ORIGINAL SIGNATURE > � � � � e, ,", . :;� �x ,�." R 9i�! 1 OF THE PROFESSIONAL ENGtNEER/SURVEYOR. NO. DATE DESCRIPTION BY RiCHARD P, MARTEL LiC No 165 SOUti1 S�t!'ifitE rood SbUth Windsor Connecticut 06074 DRAWNG Np.; 1567\15678-11.DNrG . > >~ a .i4x y� ,., .. ,x. ,( ��g ) I .. ,. Y :_._ .>1 ., .. .Y. :t 3, S pp N. �y},. +�i.Y• sj;i 1+: - f ( •hi ^: .� ,, yf 'C\.. f :•;, ttA' t -.: r , .t' ♦. •. .. _ pp. e�.3' `3%-': , '+ ... . �' .±Fr.P _ {{.. -*i' ram " 1. .i - „1 k ..ecpp -T ' i' ' !l, IF,� l.1 ,°n' ) .f. [' S- ..1, L•Mf ',?., ,f, J.N at. y t.1.�' 4YI l•{..'i.'/'. l 9'1,`. �"O� • y.: .••T '. i i. # .see y ,;, .Y. "{!.. ¢y c '[ •k. '7. b' t't. �' ':y Yi •x :t!' e r i f r r �. f r, f �:' : 8� : .>,� :.air- A 'T, "�-} i• ''F`:. ,ay,, f .q, sit• 1" _,i 1 �• �.r�. .F+- :j�•� '.'Y '�'f -F y.' :,,F• ':!> r' r ..,: [ :. I. ,.: xx >': t� •.T - ,i :,r, �fiyr y: ,.7 C r.. I. ,, a S. fi.{ I , r .; yy77 i1, P• ,,+ -.a' r _. -.. t' °'.- V 4?1 4� #Ra.r�f a "a , �u .'�,• A t I l TO REZOCATF,p ARCH. PLANS ltVks► 26 ELECTRICAL SERVICES (SEE PROPOSED 0 W ELEC PLANS TRENCH DRAIN , ( 5 t INSTALL NEW ON PER ARCH. 6V►�-a3 i Crp EXACT LOCA77 �==56, £X HYDRANF'" " SYtNG _ VICE E LINES. INv=56.65 1 ,..... 2' O MESTIC SER FiRE WA TER L C 170N 8�. " TO BE RELOCATED; ALL 1 DO STlC & LNG CONSTRU (` INSTALL 7741 BUILD _ ABANDON EXIST• L 11N LIMITS OF C.O. f_ = G 7J 0 E TER LINES SLOPE REM PIPING / / `� _ C. 0. } x WA p AIIN. 1X 99 8 / / / ---- RIELOCA LED y �c )40 S-F 4" SANITARY LATERAL PLANS 3 _ L/Aa CATPOL/ TALL pER ARCH / / / TC VSTALL AND INVERTS AND FIRE WATER / / X 59. IdEZOCATED } 4„�, x•a , 4y /.^'" ~ ' 4 i F �y / HYARANT u i ' X 55.00 r LOC C NECT NEW D01►INES C / Z I,, TO EXIST L �/�� ti 11 X 62.3 LINES !� / / / / % / / E TING WATER SERVICE ; i I `" " •'•,' G.,� /l-�-'-`V-CON TO E CAPPED AND SERVICE / / / / C URR C PROP 61.10 X DIS N TINUED. S / / / I + S / / / / / / / / / / / BIr (}SINE (IRI R/ -T 62.3 <, X 61. k'VL Y�-✓ aV � t l T \op. P S � e � 22 .. �_ / / X 62.3 F ' 4'1j° !{' i/!'t�� , r'k'-S."~�,y �ig,'c,,6 / / / / / �', _ I • 'ate `."I I X ,1`,'��r'�`�',� i � �t� �, ys,,y Q / CLEANOUT(TYP.) / // -- 59.29 _ !� '�'♦ ;� ,�j y,'..��,r'„j� '.� a CO.1'VC. PAD (TYP_) C-O X 6^ 00 X 55. : r : rC. / / / / / ,�� `l - E (. +•` • , �� I1 t a�h�t'a ' r zti' ;.. s. #.� �.:, rs ,r,R _ �-. 0. e"' u� • + C. © 9fj 1,F ABANDGYV DOME$TTC SERWCE` RV ACCORDANCE ' < 1 n `. y '`t 3 Xf7H MDC RIE'QiWREWV75 PiREW?IE SERWf.L '` r • % �" ��« X 59.09 FrR Fl`l7uw DEVEZOpMENT i D?E* FEAS&E �' ,i/A/NTA/N FARE SE74WCE; � I +tgs. $r �;? rr:A•p My � i 20' U11'L TY EASEAkN N FA lVq OF 1 "'° "�► ' H.B.F. LAND A OC/A TE L /TED ) �ARiNERSH/P DST RE CONNEC UT, /lr(C. & Y / 1 TO OF SOt�TH C O L ,.r* f' SWrARY T is 4 " �:.. .r _ yX ' 4y1 ' Y •ray ,s sh `�,�?, a X 58.64 � ' •, R, �k�i r, q jb •!� f - SV uiy r X 9 810 20, sY' Lot 1 �J r 8 LF 18" ADS 1 / V C o '`T o 5=0.5%b PpMH I ' j �j INv=s� 1s(24 X , EX. SUH .� _ a 59.03 TF--59.15 r` rti_ , A s PROP. MH°� / / X 58.83 41 TF 61. ' INV=46.67 1 et x."e INV( ) 56.80 i I { ; 1 l �• r yi � ,a. CONCRETE ' PROP.nnOCk` LOADING ,/ I •+� } ,I. /�( f�'';a a `+ a. >'f '� ,�" 1 _ X 58.49FD OF X5850 I 11 X 1 f�'� 2 n s w LEGEND Q EXISTING IRON PIN c 3 Imo.: ' EXISTING MONUMENT:, 'N UR W ,4 vRAVE� ivE / 1 20- EXISTING EXISTING SPOT' N - Q Q PROPO SEL' \ t°� - " PROPOSED SPOT w ++ GRADE } 3 PltUM1NtS i I I t } J.:".� LIMIT of WETi.A13S . f a *Itw to \ Cr?!`FCRE l - i a ` # Q ■- - 80 UPLAND REVIEW AREA ! / I 1 � � v`�' �,•f EXISTING 1'�21EEi..U`Rt x .5� 92 ' r 1,�►I�.J PROPOSED i 1 X - 04 N07 E$ ,s;t';- , .. o f s ; S t r+ C 4 {. ,,tif x„,? •..:t .52 f X 55. 1. ALL MONUMEN TATiON FOUND OR SET IS DEPICTED HEREON s 15+' RCCE 1 /NV. =56.25 , 1 ` \ 2. NORTH IS BASED ON NAD Q n` ` " s,Ck` 3 S ai• s r W II n o-� / ,� i `ADS 3. TOTAL SITE ACREAGE 2.051 786 SF to 1 a _ t ! l 60 LF 24 47.10 Ac. PROPOSED �_ 1 a PROP srocKADE ! a \ JOGGING PATH x 58.18 4. SITE IS LOCATED IN ZONE x - AREAS a©ro eE bus's�l.-tr�z tT} FLOOD PLAIN PER COMMUNITY PANEL #090036-0009-I? REV 2-23-01 Or," \ FENCE (^+32 f) \ 125 LF 15' ADS / �� FLOOD INSURANCE RAPE MAP. 0 1 S=O. 5 �A 5. PROPERTY N/F BR Y, ` . s S �CERTA i 'i ADLE JIAORfsAN . J. JR. Hh �• - t FURTHER STIPULATED IN VOL. 10Sw PG;T336 OF. THiy $(�t1`T1 �F V �. 9.2 �� M ' 6. CURVE IS NOT TANGENT. t w / LOCATED BY PROFESSIONALS, ON . ...- • --- INV.=55.60 24" RCCE OVAL INC .ALLY 1 v 7. WETLANDS PROFES FLAGGED A E20, 99�13 1 I S. WETLANDS DELINEATED FLAGGED B REMA ECOLOGICAL / • BY R � - - iNy.-55.30 X 57.94 50' v r ______ -' .�..--•- .---- - . •' f D AND Y SERVICES � FIELb ` LOCATED BY DESIGN PROFESSIONALS. INC. ON OCTOBER t4 4�8 ,4'RCCE x ss.00 DRAINAGE SWALE __ . _ . 1 - K / �---' X 57.78 X 55 00 INV =55 60 _ - P OPOSED _ _ _ _ ... EX. SM _ EX. CL -CB r 0.92 15 " RCCE RAP _ ... _ �- 1=55- -RIP RAP PAD _ ' �y SMH ' TF-59.5104 TF=58.97 /NV=45.31 INV. =56. X 64.94 _ _. G 4 POSSIBLE' FUTURE , r r - G G -....-B 6URNHAAST.TO G -" H M - L_ c' ------ MAP REFERENCES \- "-- E�1� SMH CHD H 0� 1. PROPERTY SURVEY RESURVEY PREPARED FOR DST REALTY, INC. BURNHAM STREET, _. _ SOUTH WINDSOR. CONNECTICUT BY DESIGN PROFESSIONALS, INC. JOB NO: 98-1115; G S IN 45.98 gyp, DATE 1/2001; SCALE 1"-100'. 7F= 58. 8 ^!� -` +-. > f 4 t ' r SOUTH 1MINDSOR, CONNEC T'..,QY. P4lii�#.S. INC TON ROAD. 2. _- INV 46.88 i . BOUNDARY SURVEY PREPARED FOR DST REALTY, INC. ELUNG �._ ` - J(AB NCr 98 1115. AA7E EX. SUH r 4P TF=61.17 __ __ __------------ �1 �� t� �;,�� ,-, t 4-•9s: scAt.� a ,�tn TO MEET MOC SPECS. INV 47 47 O r ` '<r a' . �aI PROPERTY 511RVEY. RE9EI!R" ! •- FC9R tit MALTY Cf)Nt'C'CUT. ( ) q ti I "" �}3' � � TON ROAD. SOUTH MANDSOR, COrNI<CT1Ct1T BY DESIGN PROFESSIONALS, INC. JOB Nt1: a x _ 98� 11i5;, DATE 9^ 16� �: ,SCALE 1'er#t1ti. ]f:V j.w., PAA FOR I) ST REALTY C01 NEC`TICUT, INC. } t i. 1 +! 3 �1 ' w $kJi2f M1W aS�FiEET, 011I19 Iiil►i g�t�. C G71��CfyOT BY DESIGN PROFESSIONALS, INC- JOB "}��4_ "' �$�' a :4•��"��I� r^4 aL. E • .;�rkl'�{,,``t ��T � - � � 7=sr,.- *t ff i'-7i%}%LY� - X t UNLESS OTHERWISE NOTED, £XiSTTNG UTILITY REVISIONS 860. 291 • 8755 RESURVEY PREPARED FOR: SHEET o e` a THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE NTH SECTIONS 20-300b-1 THRU 20-300b-20 % i•' •4 4 - Z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE OF THE REGULATIONS OF CONNECTiCUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN a w PUN INFORMATION ALL EXISTING UTILITIES SHOULD THE STATE OF CONNECTICUT AS ENDORSED BY THE GONNECTICUT ASSOCIATION OF LAND SURVEYORS. INC GRAPHIC scALE ; DST OUTPUT BE FIELD VERIFIED PRIOR TO CONSTRUCTION. AND CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2. 40 0 20 40 a0 esi 2c°# -, a:' 2 ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 �3_28-02 GENERAL REVISIONS KM, rofessionals Inc: 8Y A LICENSED LAND SURVEYOR PRIOR TO 2 s-5-02 GENERAL REVSIONS MHA TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. � IN Fear } � N DESIpV GBS DRAWN MHA a>�a�Eo GBs US EL LRNGTON ROAD � CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE i 2-26-02 GENERAL REVISIONS MHA 1 inch = 40 ft Xe NCL: 02- IM7 DA M 1 002 i 1 3 L IUPRFSSION SFAI AND ORIGINAL SIGNATURE 12882 Civil Engineers Planners Surv@yors CiS %2 90UM WIP�i FL. WNNEMCM _.:�..a ncn-aw nc�. auirn am _ •ICC7S 1Gr7 O 1l nue�+ S''r OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION &Y RICHARD P. MARTEL LIC, No, f.:.1 south soteitrte road sou*n windsof �.z�nneccrcut 06k rY LITA"Fly v Irv..- i:lvi tr..tvi-a- I1.vfrts Y. 'Ii # e ` M�yr '!i •a . iqy, `:y ;_ µµ. s ; '`t • . Y , y LEGEND 0 EXISTING IRON PIN o EXISTING MONUMENT �1 EXISTING WETLANDS - ^ • • , - 80' UPLAND REVIEW AREA 0— � — SILT FENCE (TYP.) r� HAY BALE NOTES. 1, ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON 2. NORTH IS BASED ON NAD '83. 3. TOTAL SITE ACREAGE = 2,051,786 S.F. 47.10 Ac. 4 SITE IS LOCATED IN ZONE X — AREAS DETERMINED TO BE OUTSIDE 500—YEAR FLOOD PLAIN PER COMMUNITY PANEL #090036-0009—D REV. 2-23-01 OF THE FIRM FLOOD INSURANCE RATE MAP. 5 PROPERTY" N/F BRADLEY, MORGAN J. JR. HAS CERTAIN RIGHTS OF ACCESS FURTHER STIPULATED IN VOL. 105, PG 336 OF THE SOUTH WINDSOR LAND RECORDS. 6. CURVE IS NOT TANGENT. WETLANDS DELINEATED aND FLAGGED BY REMA ECOLOGIACAL SERVICES AND FIELD 1`rC)CATFCI BY nF,,-i ;N PPnFERCI(TNAI C INCv' ON .11II Y 90 1QQR, 8 WETLANDS DELINEATED AND FLAGGED BY REMA ECOLOGICAL SERVICES AND FIELD LOCATED B r DESIGN PROFESSIONALS, INC. ON OCTOBER 13, 1999. MAP REFERENCES 1. PROPERTY SURVE'r RESURVEY PREPARED FOR DST REALTY, INC. BURNHAM STREET, SOUTH WINDSOR, CONNECTICUT BY DESIGN PROFESSIONALS, INC. JOB NO: 98-1115, DATE 1/2001; SC -ALE 1"=100'. BOUNDARY SURVEY PREPARED FOR DST REALTY, INC. ELLINGTON ROAD, SOUTH WINDSOR, CONNECTICUT BY DESIGN PROFESSIONALS, INC. JOB NO: 98-1115; DATE 1 — 4— 99; �c_,ALE 1 = 40 3 PROPERTY SURVEY RESURVEY PREPARED FOR DST REALTY CONNECTICUT, INC. ELLINGTON ROAD, SOUTH WINDSOR, CONNECTICUT BY DESIGN PROFESSIONALS, INC. JOB NO- 98-1115; DATE 9-16-98; SCALE 1 "=100'. 4. PROPERTY SURVEY• RESURVEY PREPARED FOR DST REALTY CONNECTICUT, INC. BURNHAM STREET, SOUTH WINDSOR, CONNECTICUT BY DESIGN PROFESSIONALS, INC. JOB NO 98-1115; DATE 10-15-1999; SCALE 1"=50'. o -< M 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY -a a, — LOCATIONS AS SHOWN. ARE BASED ON AVAILABLE U W �, L" INFORMATION ALL EXISTING UTILITIES SHOULD m A BE FIELD VERIFIED PRIOR TO CONSTRUCTION. CA(0 2 ALL U71UTlES ARE TO BE STAKED IN THE FIELD m2 t,. BY A LICENSED LAND SURVEYOR PRIOR 10 CONSTRUCTION. I THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. ' #-' i :•1 4,SA , ..w "•#'. ,+5' y�{i4# . � fY -'. T.- '•V 1 -� ,'i.; ;�.. .,._ 'Ii �.. 1'. _ - - - •'�, r' t."" "^cS . '''.. ';{ `,�`''ri RR.,«- t y 1 ,�'I� ♦�� 1t., JIf . l�r.'i.).. '�• ..i T r. �i.7 �C+�'— '•�1 r�.' ry L ,.� F - R., -C. ' �•G- •:fir fit. vV,,f �, F.1 "`'i- � �+ :.r. r y. •'. <ft t.7. .J�_a i�-I' i :i...- ,$, •, i Y n- r^Efi`.a .7F',' S.4J yS .,�� b .ti i.`. ,.,.?: .:,i% a x ;'F is -w,. :�S- a' r r�`�F , ..,.f: f: : ,- �A� ,.!:. , �T'-fly. } t,,:' f: • a h . 7�,. .,�, , . xt ,`tM ',�.,' , _ =4, 'J6' S'4t'` J �'N YI ': '1 tt ,,,,,,tt,, 4 .:,7 �#\' i., .•,�, t 1 ti �. .y r •rLL._ ! ,, K -'.. h 1 y" 'J'� 7.. -4 }• a:S �I� { t_ t •'• ,,,� 91;11za %.. '}ir'i'a a t y .r:j t ,. i -L : v:4' r * ,+h� . .'� 't _ �` i ; .''C Vt'�' ia;;•. wt r1 '... ` : . 1 x R > 4 r t I 1,, z y 1. a - y t �{ ,.l y 4 * ' �' ti } } 3 ' x .4k r j 1 r . -..1 ). r N/F STA TE OF CONNEC77CUT r .. V �'• `ti.: Y y, _ 7 r - _ ' } l i -_ _ ` - _ 1 „ f Y- J tr"t. - 1 y N p p , _ r. 3 /� `� - '" \ \� Ft 1 - • � . + r 1` 4 � r if .F f/ \\ Its \� ExlsT/NG `r,'S .�t / i `r 1i j' c� t ' Sr. ,t. y'1'4`••% _ DETENTION ' I I ' .. ' '' ' �' / \', 1 `;•_.,_ POND - ; fri I N F p - , + . 7 r . ` - i�` ° ` 4.+ T.: 3 • 1 ' ` �',, ! /. I `' MOR AN J. 1�RA©LEY JR.. �,j� �+ * i _ 5 , : f ,, �� , _ Va j 1 .�. cTy ,.. ,• A r ,✓ ' ,,, � - ` flr f:`ti' 1 r51 k. S z.1. r ,W ' • f �e 9 � i` } r' `tft's . ' • 1 ?r '� •� /i ( / /r / r.*r'e03M& r. ~ ` , ' '' S y s; :'��"' • { s - �- '` �-� - fi Jt / fAfl G: CgMel �, S * - t 1 - n t '� E ,t rM Mry#L Im WO 1 �, ,� y;� , , � J.. ,�( ''i \ _ # w , = T � r •., �, IF �,v • �' 'F I "`�.: `` ,�. �.....:,'�.--- •. r� I f / J` f �`�.� ` v .. `' -.I t S - 'E _:7g .i•T.,j�1 r I ,t/ •'*",y.._!�4 jJr�/ / J "�"`� .f u•, �ti - - {• 1 ' J °is ~^,a'��,t' ' '. \ ,'' k -' F" / i• SEE NOTE { ` '*a ,: I , �JOSEPH W. JONES u LL �r�l r Y� ` /� `r +r , `�. i i I / SEE NOTE ;f7 9 i i f/ o r. s _ .a ;, %�! � �, l ; f °' KENNETH F, CORNEAU • \ y,y h*: #S^�.+' h -� •� • V- _ , / �y ,�'t.r^ I �ODgI¢ MjH / AA _ a a _5' _,.: F f` ",a 5 t —.:A" PROP AL)U` •'FT. 108,32�R SQ. M COMPANY,E/NC. II�I� �� : -_ EXISTING BUILDING .. � -`� ,1 . - 3 r ` - ..� ,. SOIL ',�.. Y : :, 4V AM - ,.,. S TOCKPIL E �°„ + . is ; ` f `. h t -�^ -, �_ � ` t fi rfF, t ,t» l; f, x I� s, 4 -/ S £` , I.: Y, }. .ff. i��- f: - ..vit kr .i,_Av Sj''• r <h` SEED lF STOCKPILE O i/ER 30 DA YS _ x ' 3 Lt ;7 T T, , Yi . t -y "tL y `:4.-a i . i, F+ r rx. \t#� < aL }: {1 y t .6 t r r y a t r ;_I i` - � , t,\,, '' • I r {-'t:� , t ' �: r ¢i'r. ` �i - \��ylt.,T,#�I,,.` Y"' .,1 yt, � l ' . F 'S ��— /f !'� ! '; 'r , •.ti��a. •�..=' `. w } `; e �'`� iAt: .° ,'.I _4,r y��yyy,t K.:��; k�F. 't". . ., l -r :)' - rr '} t t F* f-_ ,:f. •,r;:1 �'�.. 'tiA - 1. :' +� rt sty � i' s k` ��• . r h 1 �j�- . y a !M` 1 l.- _ _q � ., y . s ay <i ,;: Y i �y5! ,GsY Lx 2 A t 4° X _ .'r' V 1' ,r P .r' '.rx.!* ''.. ,4 ,,'r'•tia..F_ . •M; Syr .` �', y.n �' L� ;sfir,. 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DESIOW ALL DRA NW.• RLK aI6CK&D: RPM ".5 1 21,1(.1(�Yf�B l( viv ,r�tC t�1�1.11.� �F ?. � � , - Civil Engineers • Planners • Surveyors • CIS ✓w No.: 02-1567 DATE: 112002. ,} 4 -11 , .4— - 165 south satellite road • south windsor • connecticut 06074 , DRAWWO NO,: " 1567 1567-1,c 1��i . :..., .%. s, •k'.'�.\t 24-, .'. as. z....t r ..1W..�RL,..�.�i.s'>'ti'�'�'..1 �'ci?arSf�-. n..Ol. �....;hX:�'I�"U:�aYiY.a'�t:�dil�E�`3'.�":ie�,. .u,:. �'`i�S�i�iC:.1�o7iil�+�ae.�' �'-il .. .. y •t� t '. � ... ' s .'.* '. t .:~}t 7-3;;•, •' "dll',�, Y.�, }S'�-'i� F}S-.'3M ii,,4-q ;q*' . ,r,4 i `,��fi« v a,�! xr, j ;.t } :.e .. . _.. ,� f�n•'�s� cf •iI e V - .. �4. �Y� t i i1J [ t.' Sys 9 l.Tf+,y,�y,- r 7� : fV' ° ,�.y. s M {{Ir - r f S -.M .- .. r y,;. . , WPM ,� I'- �1_ 6 �, -, - I 1, I __,1-._1 , .. -. . ,, .. J..- >- .-.: t _ ..: .'. _,'.., t`', = WS'i+ ".Y-v'ti "fir'? ?' -'i. .,� r•x ' Wyly. : • ' ',: '. - . �f • _ r. - .. i r, ar, yt b-y'FY ... it >Yi �,.'y�,}" _ -F .. :� kk ,.' -. Y iT' , p' i• h ""�yj _. ... .,>.7,,,.f. -,Zc_ ,�t..r •1'r ..St,, a'+pr a; 'f"rsY *V> �.,::_. FvIINA6'^,,. ,.1 '' 4 �' a ..i GENERAL NOTES: 1 ALL CONSTRUCTION TO CONFORM TO TOWN OF SOUTH WINDSOR STANDARDS AND SPECIFICATIONS. 2 ALL PROPOSED CATCH BASINS ARE TO HAVE 2 FT. SUMPS. 3 THE PROPOSED ENTRANCE DRIVE SHALL HAVE A 1.5" LIP AT BURNHAM ST 4. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION. 5 FIELD GRANGES SMALL 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. 8. UNLESS OTHERWISE NOTED OR SPECIFIED, ALL STORM DRAINAGE CONSTRUCTION SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE STATE OF CONNECTICUT "STANDARD SPECIFICATIONS FOR ROADS, BRIDGES, AND INCIDENTAL CONSTRUCTION, FORM 814". OR MOST CURRENT ISSUE PERTINENT CONSTRUCTION DETAILS THAT ARE NOT INCLUDED WITH THESE DRAWINGS SHALL CONFORM TO THE STATE OF CONNECTICUT, DEPARTMENT OF TRANSPORTATION STANDARD ROADWAY DETAILS. 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 GROUNOWATERS MOREOVER, CLEAN TYPICALLY EXCLUDES, BUT IS NOT LIMITED TO THE EXCLUSION OF DEMOLITION OR CONTRUCTION 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 STUMPS 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 OR 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. THE CONTRACTOR SHALL APPLY TEMPORARY DUST CONTROL MEASURES AS NEEDED TO ACCOMPLISH CONTROL, AND MECHANICAL SWEEPERS SHALL BE USED ON BURNHAM STREET WHERE NECESSARY TO PREVENT DUST BUILD UP 13 PARCEL N/F UNDER THE CONTROL OF DST REALTY-CONNECTICUT, INC 14 PARCEL ZONE IS THE 1-291 CORRIDOR DEVELOPMENT (CO 15. STORM DRAINAGE PIPES WITHIN PROPOSED PARKING LOT SHALL BE RCP. 16 THE FINAL DESIGN OF THE WATER LINES ARE SUBJECT TO METROPOLITAN DISTRICT COMMISSION'S REVIEW/APPROVAL. SEDIMENTA110N AND EROSION CONTROL NOTES: t PRIOR TO THE START OF CONSTRUCTION, FILTER FABRIC BARRIERS OR HAYBALES SHALL BE INSTALLED IN CONFORMANCE WITH "GUIDELINES FOR SOIL EROSION AND SEDIMENTATION CONTROL' AS PUBLISHED BY THE SOIL CONSERVATION SERVICE. SUCH MEASURES SHALL BE MAINTAINED IN PLACE UNTIL SUITABLE PERMANENT VEGETATION IS ESTABLISHED. 2 ALL EROSION CONTROL MEASURES WILL BE CONSTRUCTED IN ACCORDANCE WITH THE 'GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL" BY THE CONNECTICUT COUNCIL FOR SOIL AND WATER CONSERVATION. 3 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. 4. ALL EROSION CONTROL MEASURES ARE TO BE INSPECTED, MAINTAINED OR REPLACED ON A WEEKLY BASIS OR WITHIN 24 HOURS OF A STORM EVENT, 5. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF ALL SEDIMENTATION AND EROSION CONTROL MEASURES SHOWN ON THESE PLANS THIS RESPONSIBILITY INCLUDES IMPLEMENTATION AS WELL AS MAINTENANCE. ANY PROPOSED CHANGES TO THIS PLAN MUST BE APPROVED BY THE ENGINEER AND/OP THE PROPER LOCAL TOWN AGENCY 6. ANTI -TRACKING APRON SHALL 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 REA(AREO 7 EPOS40N AND SEDIMENTATION CONTROL MEASURES WILL BE INSTALLED PRIOR TO CONSTRUCTION, WHEREVER POSSIBLE 8 AREAS TO BE LEFT BARE FOR MORE THAN 15 DAYS SHALL BE TREATED WITH AIR DRIED WOOD CHIP MULCH OR SEEDED WITH PERENNIAL RYE-GRASS UNTIL FINAL GRADING AND STABILIZATION IS TO TAKE PLACE. 9, ALL DISTURBED SLOPE AREAS IN EXCESS OF 3:1 SHALL IMMEDIATELY RECIEVE MULCH AND TEMPORARY SEEDING IN ACCORDANCE WITH THE FOLLOWING APPLICATION RATES. MULCH RATE HAY OR STRAW 90# .` 1000 S.F. TEMPORARY SEEDING. RATE, PERRENIAL RYEGRASS I Og / 1000 SF 10 ADDITIONAL EROSION CONTROL MEASURES SHALL BE INSTALLED DURING CONSTRUCTION IF DEEMED NECESSARY OR ORDERED BY THE PROJECT ENGINEER OR THE PROPER LOCAL TOWN AGENT 11 HAYBALES TO BE PLACED SO THAT STRING DOES NUT COME IN CONTACT WITH THE (.ROUND 12, CONTRACTOR SHALL PERIODICALLY CLEAN CATCH BASIN SUMPS AS REOUIRED DURING CONSTRUCTION. 13. AN APPROVED EROSION CONTROL BOND IS REOUIRED BEFORE THE START OF ANY CONSTRUCTION ACTIVITY. 14 THE CONTRACTOR SHALL SPRAY WATER AND APPLi TEMPORARY DUST CONTROL MEASURES AS NEEDED TO ACCOMPLISH CONTROL MECHANICAL SWEEPERS SHALL BE USED ON BURNHAM STREET WHERE NECESSARY TO PREVENT BUILD UP. 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 APRONS AS DEPICTED HEREON. THE CONTRACTOR SHALL COORDINATE WITH THE THE PROPER AGENCIES FOR RELOCATION OF ANY UTILITIES OR SIGNS, 4. INSTALL EROSION AND SEDIMENTATION CONTROL MEASURES AT LIMITS OF CLEARING AND GRADING. 5.INSTALL WATER MAIN FROM BURNHAM STREET, 6 CLEAR AND GRUB AREAS AS SHOWN ON PLANS AND AS DELINEATED IN THE FIELD 7. 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 15 TO BE STOCKPILED FOR LONGER THAN 30 DAYS REFER TO SEEDING SCHEDULE FOR VEGETATIVE COVER OF DISTURBED AREAS. 8. CONSTRUCT DRAINAGE SWALE START AT BASIN AND INSTALL STONE SEDIMENT BARRIER AT START OF SWALE. USE EXCAVATED MATERIAL ON SITE FOR FILL. STABILIZE SWALE PRIOR TO DISCHARGE OF SURFACE WATERS TO SWALE. 9 INSTALL STORM DRAINAGE. PROTECT TOP OF CATCH BASINS WITH HAYBALES AND FILTER FABRIC AS DEPICTED IN THE DETAILS. t0. PREPARE SUBGRADE FOR PAVING AND CURBING, AND PREPARE DISTURBED AREAS FOR LOAMING AND SEEDING. 11 PLACE PAVEMENT, CURBING. AND LOAM. SEED AND MULCH OR HYDROSEED ACCORDING TO SEEDING SCHEDULE ESTIMATED START DATE FOR CONSTRUCTION - SUMMER 2002 ESTIMATED COMPLETION DATE FOR THE PROJECT - FALL 2002 ° ` 0 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY fu LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE 00 0-1. INFORMATION, ALL EXISTING UTILITIES SHOULD (A BE FIELD VERIFIED PRIOR TO CONSTRUCTION. � 01 -4 (.:)" THRU STREET ANTI -TRACKING APRON not to scale 1. SET POSTS AND ANGLE POST$ EXCAVATE A 6'.6' TRENCH S• UPSLCPE ,- POST UPSLOPE FROM POSTS. SILT FOR STABILITY FENCING AND SELF- CLEANING. 95' L 12- MIN 11- - _ l 1-1. 1'_ 11 -TIT' �I I -1 I-. . NONE TO BE PLACED RIC MATERIAL D EROSION vIENT WIDTH EDGE OF PAVEMENT 2. STAPLE THE SILT FENCING TO THE END OF THE POST 3. ATTACH FILTER FABRIC TO 4 BACKFlLL THE FILTER THE WOODEN POSTS AND EXTEND TRENCH AND COMPACT FABRIC _N11, IT INTO THE TRENCH THE EXCAVATED SOIL COMPACTED-1 BACKFlLL = 1 I I 1= IT I I I i 1111 i 1- 111= I - - -�� i �1- =�T� 11- _11 - I - CONSTRUCTION OF SYNTHETIC FILTER BARRIER CB GRATE FILTER FABRIC -1 /. 1 I � FILTER SUBGRADE -� FABRIC CB TOP - NOTE: REMOVE CB " ' GRATE. PLACE FILTER FABRIC REPLACE GRATE TAKING CARE NOT TO DAMAGE FILTER FABRIC ANCHOR W/STONE OR EARTH PILE. CATCH BASIN GRATE SEDIMENTATION CONTROL EARTH OR STONE ANCHOR PILE SUBGRADE / 9 9 9 9 -- Storm Sewer Structure f l I+/ I ` 1 19 Flow a. f _-.Odu-_ Flow 9 9 9 9 Anchor with two 2"x2'1x3' Stakes in each bale. (t'j � )� ) \ , �,)) , REVISIONS Haybale Installation at Catch Basins P I� 3, 1 Mxie,q kIMU I T _--<f RO kSJOpt i Re�N r I i - 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD I � 1 03-26-02 1 GENERAL REVISIONS I K.Mi I tlY A L.ItJENJCV LANV JVR VC I Vrk r-1k rt IV _ - 2 -- 3-5-02 GENERAL REVISIONS MHA CONSTRUCTION. 1 02-28-02 GENERAL REVISIONS KMI 1 THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DA TE DESCRIPTION BY ., . - K .. e Y r ,.- .r.l . - ..- r J .. �,, .. , _ ' ♦.. •' ♦ ' :. -. .. .. . ,_. -5.) :. .",.. ,er !ll,y.j •.::" 6 +4 9•D'+:W _'�. ' -Y•. :' , :. .. ''rt.+" ., 1. 1, ,r..t .a-, � �r .1 L •� s.!>Y -'y,,!-. <<.. .l . ,r l J l 'l ,j.'. �T: r ! .A '.,{. i'r _ �' v''- '+ b' �R: 1 t _ - _ lit=- �`,�4 ' ail 1 1'l ".. e" M1 .( -%,-f . 1 .'2'-.i.�y..f.� a`` - Y v ,.• l.,Y °., J+. .. L T i Y -t''." .'i(,,tk� -%ri S v y� k°. < ,.'. y�S- -„r1;C :C >f`•.:res`�"G +',S uk Yf .:,.i -4 r7* I•' 1s 4�� i:, " ..°+i�`,.. J 1 xi 'i t, Y Yr 't �K i• �„`g. if _ 1. } -Y, + 'a( 1 ' Y_ a ,a:. .? S, ! t I 1 -rr•7 3:R7� �v f' }' hl ♦ y k `'A.' r ,pi ..0 t:I* * s' ' 1 "' 4F ��.c,. $ o xu;.: t✓-. '.? -i<. :n' ' '*,y y, � " rt . ^Z' j- o• .. ,..'.a1 . P:Y� . .,o- , P ). i4. t. t ,,,�a-. r� !�11 .�• . ., se,-.s_-iu .....a 2."='`-. �..9:,'f�'t�..:.''�IzaW�.♦ _ ±,-.7.<..-c:.:•- � '_ �:1,., ..;{1 ...e' _ ..'ri;..- 4i•'• . 7'+�:,'oC..�� 7L., .ate t ... •P... t tf7, .•�r.-.:. ;i _ :;l _ n..; }... �- �. . _ _ .. .:..:_-_ a4{':t�.. 'S= . -.:7_ .14': a•^..7 i14 r.'C' _._ L-- BASE COURSE 6" PROCESSED AGGREGATE �-WEARING SURFACE 2 1/2" BITUMINOUS CONCRETE PLACED IN TWO LAYERS NOTE THE MAIN DRIVE AND DRIVE TO LOADING DOCKS SHALL HAVE A 4" BITUMINOUS CONCRETE WEARING SURFACE PLACED IN TWO LAYERS AND AN 8" PROCESSED AGGREGATE, THE CONCRETE PAVEMENT SECTION SHALL HAVE 5" OF CONCRETE ON 8" PROCESSED AGGRETATE BASE PAVEMENT CROSS SECTION N T r, 4' TOPSOIL AND SEED ,\II, / k\II, ,,ili, III`' 0 0 O 0 0 0 00 - 0 0 O 0 0 o 8' ROLLED GRAVEL WIDTH OF GRAVEL DRIVE TO BE AS SPECIFIED ON PLANS. FILTER FABRIC WHERE REWIRED GRAVEL DRIVE DETAIL N,, 0 0 O J {i 0 Q -- O-O---- -._`.l 0 -.--. ---0 1. "'• 3' STONE DUST FILTER FABRIC WHERE REQUIRED JOGGING PATH DETAIL N- ____1 � I: I r-- 86 2" STONE 9 � -� I----------- -- �--------'--------- 1 i STONE SEDIMENT BARRIER N.T 4000 PSI 6= CONCRETE (SEE SIDEWALK ' •I , DETAIL) 6" I 1 va`.,2 ^ 15 Q < �/ ` p ma °° ap -�6' Min °po Ash -9 0 / ��O o0 // pG�\P, o jo , < 0O t ,cs 41,E R o . "_.�, `0 11, CROSS-COUNTRY ' PAVED AREAS �� , I' �' PAVED AREAS CFi06S-COUNTRY � �"4 �� r 6" Min. SEE PAVEMENT DETAIL - ►! SEE PAVEMENT DETAIL screened topsojill x" Mtn `, j 6 Approved granular non -organic bockfil! ---� r� t -� ►' material placed and compacted in one (�} I `1 l �^7$- ", i- 12" __ 1 `� 1 E✓ 11 I T a; '�''; w T, foot (max.) lifts. ' t-�', +�+,; 1 q s Suitable bockfill material "Ho-Pac" or --�, rr-`� © iQ �` ' ,` 0I 0 * ".r Ire tamped per Metropolitan District \ 0 i 0 Warning tope per Conn, General Statute t� < vi - , Y, specifications and as ordered b the engineer. < s.s1 : - section 16-345, OB amended, placed 12" `~ - ��'� �`' .,.� �"dtL� `= 1 �t P Y g• ("i fit*' ._' . 2 1 O f 1, y,,, • .'+�� .1'' � °T 'T�6"' -! ''(, ' i (min,} to 4' (max.j above the top of . k• n } b^ I , O i{ the P(pe. �. ( Q 4 F• I Bonk Run Grovel fill r, , ' '1I x W o r -, placed and compacted \ �} t. < r �w 6+`�tI �� -'a C) O Coarse grovel sand or n 6" layers, No stone 7 ;, . y { . , y L7 fine avel suitable tar larger 1 1 2" __- back all over pipe. 9 / P;` r e 1 f rf y X �- _ 2' Min. Compacted In accordonce Material shall meet -- _ i a, fl a r �1° . ! with District Requirements D 0 T. M 02 05 ^ #, yo ) T °'*�� "t Y 44 - .�...� 4i' 4 Ft r. 2" dL "•` i fw• ��' A � 4 �/-Pipe, as specified -� *i, `' y ; '. �•N 1 Y '$ 9c� '` 4 ,a4' 4444 - 't %11 ray. ?iv". It, 4 4 4 4 Metropolitan District Approved t 2 O.Q , -- . tr fi V:. 1/PI PIPE 4 4 4 Filter Fabric Envelope PIPE ` +,',. .- f 4 0 4 (12' Min overlap) � -_ -4- f ;t -a Y .,F� 1/2 OT D - Q Q - 4 q 4 3/4" Crushed stone bedding material- t/'2 O.D �' 2 , `` PIPE 4 .1 in rock excavation or as directed by I - 4 4 4 the engineer The material shall I PIPE ;3 i c� , ; Q meet D.O.T.M.01.01.21 for 3/4" Q rJ 1 ;' 4 Y t ` • .�, 6' Min. 4 4 4 <7 4 4 d stone. Bockfill to centerline of Q %} 4 4 4 �/ ? 4 6" Min, t• � Cr ,c. ` ` pipe when using Polyethylene or � \ x;,, A.B.S. pipe- { * r 0 _ 3 4" Crushed Stone ' r' r r +� T,+ I- i2' 1<" / PIE _� to Top of Pipe - ,e y 4 �. , �. Varies - min. 20 I- 12" --- PIE 12" + Y ��I'e+ 1. t o : TYPICAL SANITARY SEWER TYPICAL STORM DRAIN . ,,`,'' : "" ` * ' (Utilizing filter fabric envelope of PVC pipe) PIPE TRENCH SECTION " F 4 :,,Y y ,' ':}'J t4- w �fi ' < ' t , ." '' h *ys y� �, '� a J rn 2h "[4 -' �. ' .+ 'ice • .i:- z k.,, I f .,'' a . 1, r t :. } { '. r. 1. JJ 1 , P ''�- Q r• r'`�t, r t rg JOINT WITH TACK COAT M 04.0I /--FINISHED GRADE 7 fr - tlk'1 1' OR 1 1/2' (COMPACTED) CLASS 2 BITUMINOUS `? 4 rt r r¢` x CONCRETE SURFACE COURSE (OR I,� 4 " HATCH EXISTING, IF GREATER) M 04 S; { v z1 1 < EXISTING PAVEMENT 6" IV 1.4 : ' `' : g i t�;I 1.q. s fi1��+':i a v / / BELLOW GRADE S ,. � , ,.rt r; n"I. 2' OR 1 1/2' (COMPACTED) CLASS I OR 2 BITUMINOUS L_----,-('.AP ' �; n '', (Ar< " CONCRETE BINDER COURSE (OR" at =„y , '7' MATCH EXISTING, IF GREATER) H 04 "r' } t " *, ,,t , 6' (COMPACTED) PROCESSED TRAPROCK 4 , l Q� r ty i�4 4- a BASE.- M OS,01. s r . - 5 , y+iF '{ p�T '' . I 4y •r t #. "tom' • STEEL BAR yea' 1'z' 4.z �s .4 I 11c '� + ••: 6' (COMPACTEW PROCESSED GRAVEL t . " ' SUBASE OVER CQMPACTED SUBGRADE �`- > " F" Y'C , ' ' K `, .' At .I, , 1. I •r• (TRENCH BACK FILL:' MA2- GRADE, B 'i. K, ,t,- , , ' r + CO2 PROCESSED TRAPROCK? �`- y r' 1 ��. r 1• Y� 1 �_ * •. - ° ell J " < I. e' NOTES �� -45 DEGREE BEND ' r ; „ ."' ' "' I. ALL BESAW EITHER PARALLEL V1TH,JOINTS PERPEN- ' k " d y ti #1t Y D'As ; 5 DICULAR TO. THE CENTERLINE OF ' ' C , y. � �. L, > � '`' THE PIPE. a.t 1 't" ! " I ••t• 1 7ti i%'a} 2. ALL MATERIALS ARE TO MEET ----� ., t : ti f k P t�t. ;: �. FORM 814A. AS AMENDED ,, ` •�,•{ fs 4 '^ ; i I 1 s ca T N 6" NIN. 3/4" BROKEN TRAPROCK . `� � SEC IB 4, 1; DIRECTION OF ftOtf IT I - � , 7 �� .�: UNDER BEND ` {". .. CONFORMS TO SECTION M.01.01 OF FORM 814A. I .9• 6 i" III- 4A -1 I I Varies U CHANNEL SECTION 19-70"---_-.- �� HUM H6. PLAN VIEW �- I- 19,70" I ---------- I ' 1 I4" ; 1 i $. I 1 1 1 i PERMANENT PAVEMENT • 4 � ; f ': 'R r., PATCHING DETAIL1. •` a v NOT TO SCALE TYPICAL SANITARY CLEANOUT r,` � ,` ♦It ,k_a s: NOT TO SCALE tt , a,w . .dS i„W I ,,y I. - t S [ M_J. . % ; �, " ` "" , i, • � k :.q i' R t �; .r ,1 i t t� - 3A , 1 a I,1.xa � isi 7F i.� r a- ,. + ro, 11 } , r� } t ,7 t , i a' 41 I .,� - ,7 , - _. .. .. � .t-, dam' \- i .xa' fi'ii-i A NOTES' ,A el' Fly . *� yT. 1- ALL EXTERIOR WALLS OF CATCH r .. A i BASIN WILL BE FACED, PAINTED ' f 1.AND GROUTED WITH CEMENT- r r y'' `{�X�' i` 2. LADDER RUNGS SHALL BE PRO- '1.+�_ +� �' VIDED IN CATCH BASIN WHERE ' ` e ` HEIGHT OF STRUCTURE EXCEEDS,*xt.'�;° "Fy' fl , , , , , , , 8 FEET, a T. t T. FM m y � ,a 3• IN SANDY SOILS APPLY DAMP- s: 11 �.` `q 4 PR(�(1FIAtG till All F(lI1R \ALAI 1 S Ta 2: U sl )ti a ��}ti s :rIfffflf Y, 4, RED BRICK NOT TO BE USED '3 WHERE PRECAST CONCRETE UNIT r> 'f }:. 1 " ai.}� f. *� y IS USED FOR SUMP THE TOP OF ..,.;; a 1 >"'�1.THE UNIT SHALL BE AT LEAST r ,'A TgkN; ` I � 6" BELOW THE BOTTOM OF THE ,,, -'fit 7 '% ) : i� y r - t ly . PIPE OUTLET FROM THE CATCH L + }� '" �r '" p yt. .ifH.:... rr`a .� ' '+ r, t- BA51N. -.:-� + ft''y, a I sloe 0.6% ° ° ' `" ' I 39.19" f� r A i' y f"" r ti , ,fi. WHERE MASONARY CONCRETE UNITS ' rti y ^ `', ' I (nom. 1 meter) x t> s .l s ! wn1, -4, I A �' '. ARE USED CORBELLING WILL BE .� �r �� , i , 1 PERMITTED. MAX. CORBEL TO BE 3" t- w P LY-DRAIN w. '} t t" 1 ,�.,3.r-��;,` 11'• I--- 4 -4' NO PROJECTION SHALL EXTEND 1Ny} .• 1 ei T >5 ub+R SIDE OF LIMITS, t a ) yK r r'+ TrxT, 7. ADJUST FRAME ELEVATION �f' 'a t ------------------- ---- WN 'a , " a �`. <,, + PLAN VIEW r y " $ 11 .. r t' WITH BRICKS 6" TO 12" k" ' ' ai 1. ;' I: irfsl11 F.xe�te L'r_. R PRnV1nF MINIMUM 2'-O" OF SIDE VIEW OF CHANNEL a -. , .._ VICE .--.----'-- - - -- " A: `� ` 1 ` �; " 5 COVER OVER PIPE AT BELLS r s t;. _, Tx •;k rs'� > , '" skf'. 5 r 111541�_ fi Aw' _ - 9. PROVIDE 5" 4F 3j4" TRAPROCK , , - .. .1 11.11 POLYDRAIN CHANNEL 1 .I >j� I _. UNDER EACH STRUCTURE AT BASE. HEAVY DUTY IN -LAY GRIT '`tkkti �;,,,, . APPLICATION OF GRADE LOCK DOWN BOLT $0 ' Ott r Y 1'-� 3/8"' - 6--'j 8"-- 1'_I s/$" I -- 4'-8 3/4' ----') BEDDING CONCRETE l�M <_' 1- sa �` PVMT CROSS- OPE G , - ; - BRICK LEVELERS i?1,4 4yt : ty In w r a ' " am N'. `W •sex' U �- 1 I?. -1 3 8{ y11 4ti# $-5 f8« 1 "'-i a /) A .� G aS '�"f .: a • w N kv 1 t ci 3r'�t �" -s 3-5/E° 19.1" I I 10.1 I A� \, y 1 1 22.5"\�� fi C ' i i ��\` G' /�4" Min. Q �i Y �a ; , T� I- = ru �i� y\ ` n' >', t. >� �/ z 3 CLASS 'C' CONC- s t Q 4 w OR PRECAST CONC. / , I' < , \V` `N\�� 'r14W '1 » `� a BLOCK NOTE USE PROCESS GRAVEL UNDER CURB TYPICAL CONCRETE = _,�_- ,��,.-,�_%��\\�%,-�C��-��: ,1, s,� 3'-Q��N"�'-CLASS 4 - 4"PREFORMED --- ---- Y , ' A� Mr,* t "' YAW 8 C CC -/ G 4. CUTOUT OUTLETS SIDE VIEW 6" PREFORMED INSTALLATION `1 4 1 � 'f, '�; . CURB DETAIL r r 11 / . , h 1 .� T . F� � }.a:,i" CATCH BASIN CUTOUT OUTLETS .- i 1 # ,,rz' ul �es-x r� T .' StQTf0N B--B �.:.� �',; ECT10N - - ::;�.1 " ' ;t• TRENCH DRAIN DETAIL , ; , s _' - TYPE V CATCH BASIN DETAIL ' , i. J ' -'r ,� ... 1 * Y. '• v �L, ✓ * Il:r t I 34.>, y -r�A4 a .,�`�: �, r T .1 .,-14-- ... 'T,.,f� , r .. w y - - y Irf w ,i `A. •h ' •Y ,`t rt k a I;� } h ,�11 4x J `tow b^5�t r. '#:{.. 1-y,', I 1. . 11r ^ ,1 7, S t *5 - 1 �#, i� i p�r`'ii- y� },�'ab' ,n rtbt `* i�'•P�3" -� �' it W l,, A- . . - '� } -1 x. ' sA t{r 1? i r-. �S1., x '`Y.'MF} lr�' .�.c-'t. .t r. it�''.,�P.. :. � :. - .. •,YI @n .ti�'Tit d K .i ,y "R ��1� �F',�• Y.,�:,4•. �'S'e s,4;. of r., _.. 860 291 $7rJEi -k . x 4 r , -i_A t `a y li 44' SHEET RESURVEY PREPARED FOR f 1 " `" %6a• J 4 - C -,�,,- ,,� `i -,, '.i . .w "i4•,1i i` �``'. .}} FS � �`�[ ��yT��., Y• r[ A �±�j�� -• y S Icy` fCi-y.y��r':. rrsl74•. "� 1 3 ,z •. i.�+'iioA M t 4 ,S l-, t.,4 (f ,x , I-S, `: a y °w : � 1 .� DS`T REALTY INC. 1, �� S ,r c, v r '.0sign p'` '� s t k`r r T° i t, 1-_ �a J¢. Ei*= s< �%_ z4, R i? a4'r r� f'�Y YG� �>`e>IX r. T " k4 rc�fesgiornafs Inc_ nr_t�rn.._ 11o� nr)AUAI.. AJLIA /V.-fi/�I/C/l. r'L%C �,;,, *k'^ 11 Y g 11E 11 11 11 \ r( �- 11 -rl Tt nV D t 11 A\ I{ 1l now - � � - - - - 7 UCJ/(7/v: VOJ Ll/T.`1 "IV. 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'?^C,1 rJb' t/A.fKI CS Re_r-Er To pt+A T3 Shrub Planting -Flvp5' r-F— SSE � �111 � f� 1115"_ • 3' Ilpt LY �tlze�� PrNE C3 JZA. M V L L-t —rI- r4eS --i-A>_L. $ji^C 0; x_ 2•'r pIGI^cr.,,; Z• 4- CI 1-1 - �.E � __.If;0-,y_ S S+�vL_= "LS TD Tb A rci-r-'4 Mix GF -r0F50I L•r .-oMPpST A Sk15-f11jC- 501L. / -i Eh 241MAPLE /// / 18" EV£RG/EN Z / AEX 24- MAPLE >4' M E 3" Si E 'x%,Ooc-L7 p11J E- - / £X 24' PLE 1�fZiL M V L_ClvF MIX or- -1'-0PSol L_, 60M905 A -:17t15-rli_�v ,�11_ IV EX 24" MAPLE Tree Planting 2or �• 42.0 3 2,94.05 F O O r- 3 AF___-- •— , --1 __1_-4 20 /M N/F MEYER GA GE COMPAN Y, INC. T' -+ 1:2; ,&.*-I, r e-K p F -f� z z"- Z A " - Z •S1"f'`rLIL-_ 1p_� G.Y`, C>L;1_ 5' ¢;Y M� "`CV(=> -frpcdx J�J�, G'r " 1Z r Crete L:G, { +rrz),, v/ r p-E G1?_-41W 11 55-r P_r F! 1-L 5 SOIL_ "-WeL_ Symbol Botanical. Name Plant List Comm n Name Size Quantity Comments _AFyes raserz Fraser Fir 6'-'8' height 46 B&B AS Acer saccharum `Green 'Green Mountain' Sugar 2 ass"- 3" 7 B&B Mountain' Maple caliper AC Amelanchier canadensis Shadblow 8'-10, ht. 13 B6B CAE Cornus alba Variegated Red -twig 2 'ys'-3' ht. 45 cont. 'elegantissima' Dogwood FP Fraxinus pennsylvanica Green Ash 3 B&B IM Ilex x meserveae 'Blue 'Blue Princess, Holly 2 4'-3' ht. 60 cont. Princess' IV Ilex verticiliata 'Sparkleberry' Winterberry 1 14'-2' ht. 135 cont. 'Sparkleberry' JCS 1 4,a'-2' spr. 80 cont. Sargent' JV Juniaerus virginiana Eastern Red Cedar 6'-8' ht. 29 B&B LB Lindera benzoin Spicebush 1 Ls'-2' ht. 30 cont. L5 Liquidambar styraciflua Sweet Gum 2 4"-3" cal. 2 B&B MP Myrica pennsylvanica Northern Bayberry 2 �•'-3' ht. 50 cont. 41 ?P 6'-8' ht. 19 8&B 2A Platanus x acerifolia 'Bloodgood' London 3"-3 411 cal. 6 B&B 'Bloodgood' Planetree QP Quercus palustris Pin Oak 2 32"-3" cal. 5 B&B SD Salix discolor Pussy Willow Live stakes 55 -- SIC Salix x cotteti Dwarf Bankers Willow Live stakes 30 -- SC Sambucus canadensis Elderberry 2'-3' ht. 100 cont. VC Vaccinium corymbosum Highbush Blueberry 1 41 -2' ht. 100 cont. VL Viburnum lentago Nannyberry 1 ass'-2' ht. 60 cont. VP Viburnum plicatum 'Shasta' 'Shasta' Viburnum 2'-l2 '-�' spr. '70 cont. _• VT Viburnum trilobum American Cranberrybush '2 1 '-2' ht' 100 cont. 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'�..'?+N 4 Ilk` ri itY r '9,rJ 1as_ 1'�' ., i I � — ', . 1'� a • �X _ t F 3 , ,{0., ' 1;�% i .9 �6:W apt "'E -♦ a' +nf : � r�ypp �„ '.pp•7"i '+ , i t ,r+7�p_'3r ' �.:I,rY'1,f ,, f, 'h y � ~, " T". '�6,P+'� " 7 y - r 4�„ l!.�w YY t!� / ; r- r * �� F k . - I - ti) � , " v1 a �. }:i, ! •`, � ,r.._. a �,, }i' Vq s, f+'�,,6 � ' I / ,+ •.� - "vt ` ' Q. . i%t *•. yi-'r" ,.�. ,. �Ti,,}� ,*i i r. �. 4 S 1 i• - ,I' - - � � I 1 �t[.,: I q1c �t.44 'ri F ' . Y1I �!•h* CI*` .�"-4j-u d�S 4 1 2 r s 1 f } 9 r � , t , . t * rF vi '`' a,� 2' JvpRO D 1+ r,-x�•�+f''' r,� ';,°' ,>{1.7',� R" q,M -.r N a . +i ` , ' t fY' Y r t. f _ / ... " .ii.11 i('Qr 4. *5 y 'Fi K;, -s a' � 0/3 JOGGING `• C,y �a . ark{ %1;I I . t .'y� �i OR OF ` ,,.,. i '� .1. Ira, ds� • I r e Ik3r r(� r �a a * 4"' Qf h ' 'z « RTNERSHIP, - .�: ` IW"' Nk 25 s I ,, ' , r.� c x I,-..�... __� .i•+.. 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LAND ASSOCIATES MI7E0 DST REALTY CONN TIcuT, TOWN OF SDUT WINDS JV 7 30 2 _ F I/V ,3 n Aa FP 40 ter' 30 10 pp lV VC 8 MP � MP AF _0 a t. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS o db LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE m� INFORMATION. ALL EXISTING UTILITIES SHOULD GRAPHIC SCALE .01 co "b' BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 60 0 30 60 120 - —� i L"to8, 2, ALL UTILITIES ARE TO BE STAKED IN THE FIELD 0 co u BY A LICENSED LAND SURVEYOR PRIOR TO l IN ]�EL'1' ) CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE t 03-26-02 GENERAL REVISIONS KMI 1 inch = 60 it. IMPRESSION SEAL AND ORIGINAL SIGNATURE ' OF THE PROFESSIONAL ENGINEER/SURVEYOR. UH /t I UCJl,K1t�' IIIviv I � r ' ' -1. - . 1, , r , . r d s:: �', -,.:. NrI'l s ''y h'. r f''i �, i, .J. f ''<k n . f' F :r. } r e' s S i a • !S � u' +P •k, 7 h rE, � h!''..tl e ,. '4 ti• Wit.: r •s -• •'+, v 'F lam' Cr. •, r , 4. :n-.'/ i'. �' y r k' } ti. 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N. _1'... _ .• 1 fir i ..+. 1 - .,f. 1 �'Y '� a.'t •-a',. ..3 ._ S lam•:. ,{� F. `a •�r 'T.S �,1 e.'-i-' �y�•'{�`[] i:.,e'. ]K{Y41,} >P v'�i'�.,r r - �F dY r.i :.,C:.. �r1SS�1"�I�� _�S''� �� InSite., LLC Landscape Architecture 122E Main Street CoNkwvAe, CT 06019 (860) 693-6765 % *,L ... _'V«..,_ :_.h'i v,.: ;r...t'r.,:..tR.. _>.xa:-" _.'1'� _ , . i_.r , !G? - :3, - . M S TREE T . 7 . - r . . I , . . I , ,,, _ I 1 < N A �_ .-- — i � �� 1. i r ' ♦ 0 3' _. DPP o `II, 0 " '4 Q Q / 3 , : - 'T r 1 - 7 " ' 1 I . s � F i :r ?er. n, Yj x f i ;, a t x ,, 4 f -�a 4..1 e i d n �Y r 1.)'' iKt 'i? �. `T-I('a'1 a'.•. RESURVEY PREPARED FOR: SHEET MICAM } DS'T OUTPUT L I DESIGN. RA I DRAWN MHA CHEC/CED: RA 125 IELLR GTO ROAD �06 No.: 1567 DATE 112002 L2 SOU TH O A H INDSOI CO NNEC ICUT A -Y -7 ,,, , . ,...ram .,�, _ / /ianr, /f cc 14 cc / n n u}•rr,+►n/vv /vv.: /uvCa//poi//Joi—Lr.urry dr 11 � i i/ . ,.. - • �;:'.: ., ,s., y ( ,• 4 w- - Sl: ) �,'�:.`. . , -:�. .�.Ykre'!f . dr ' ✓ ,].Cl., ` .�i. .T..� .i�':'�4�"4`5, '�R'.', +:':i" .L.. "TAM.... :^_s�••.,1 �..•i'. ..e- � -.�� ,;'F i" NLf �. k1T�-' f a 5 S•, { Y T. . -. .., i _ '! { „ y R X, , . � ,; �k y .P . 4•r 11,,: �. C.Yr?. -,, ;ins.."... - i,,pL�•t�i:£g/t. yy[,p�'��'{��''r i h' X x' . •.t.R%'. - N. ,F y - y.��y `yy�y;.r 4y, t ...r ,,.1� .kR�,$�,r r 1. '., - '. ry'Y.,.., �"I'"-:X�' ,(i.?M•�';�.a 't:• ,F.'�Y '}_1 R'f 'NF*"i: � .� %6.x .t '1• } ,"•k'!t.�� F.'3' :'��R' K'7 ry7� �.'i`11t1. -_ W:e.., VM V�t'.�`i''*' ...-'' ., { ' ,.�. I., 1. Table 1. Mi tiga do Plants Scientific Name Common Name Acorus colamus Sweetfla Alisma lon to o-a uatica Water plantm7 :� (_I` arex lurida Lurid sedge Carex stricter Tussock sed e E•leocharis polustris S Ike rush Eu atorium perfolictum Soneset Iris versicolor Blue fla iris Juncus canadensis Canada rush Peltandra vir inica Arrow arum Pon tedeerio corder to Pickerel weed Saggitaric latifolio Arrowhead Scir us atro virens Dark reen bulrush Scir us cy,perinus Woolgrass Spar anium americanum I Burreed NO TES: 1. One hundred plants of each species will be planted, for a total of 1,400 plants. 2. Plants will be established in scattered clumps spacing of 3 feet on -center. J Plants can be purchased from New England PL an ts, Inc. ( 41 X256-1752 / _ \ J V\/ / EX 18' MAPLE / V� / o . 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE m 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 coNSTRucnoN. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. I DATE EXIVING 75 LF 18' ADS S-0.5% . -.[ ,' s.y: p A # Y.: t ? -a>; ii �I!r`y.Wy fi.�:z• � �;ytr.'.-. -s - -' .. - •4" .'�' S tiff L,G. *x s ` I h! s t : ` +' ":.�.cti rj}' �. 4 .L Tyk�3 f '�i�w 4 :"-. t at.i' � } s , i e } s •, ! . T ti.'7't �i'i ygs'..:��'>.,, ��' ; �ii `.'.� x ' 'w >. , �u ..7+R, 1,,y�s� i' ! ;x' 1"/' :t ';' "'• b }'.r;�F 1�• H mllI.... '_v '�,. ; ; rei► f r �. 'ter A, , 4 ; j� '' _ �Y 1 , , x`.afC�* �*• st'• _. A i i ,, �` ? t , .c • .:�� A , 't !� ;Ya.. 4,', .. �, �: 3.,a.! _.yr, �S ,i' v -..t $ [ !. 1 L' �' * 't SEEDING SOHEDULE '. ," ALL DISTURBED AREA NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH A 4" MINIMUM OF `1`"' ' i ° o J � TOPSOIL, SEED AS INDICATED BELOW. COPd01T10N SOIL WITH FERTILIZER APPLIED AT THE �.It" � , ° RATE OF 300 POUNDS PER ACRE OR 7.5 POUNDS PER 1,000 SQUARE FEET USING 10-10-10 ; �c, OR EQUIVALENT. IN ADDITION, 300 POUNDS OF 38-0-0 PER ACRE OR EQUIVALENT OF SLOW i ` i1.41, 1 RELEASE NITROGEN MAY BE USED FOR TOPDRESSING. APPLY GROUND LIMESTONE (EQUIVALENT a s .-, ' TO 50 PERCENT CALCIUM PLUS MAGNESIUM OXIQE) AT THE RATE OF 3 TONS PER ACRE OR 135, ,x��4`�+ ;y POUNDS PER 1000 SQ. FT t� , ,'- I�l e' 4 .AY. ". a; r e � "t �a t;,;'. PERMANENT VEGETATION COVER h :. 1P < ,, ax � ,;� %y¢ F f I + +�� " , " e< ,,{ra SEEDING DATES: APRIL i TO JUNE 1 AND AUGUST 15 TO SEPTEMBER 1 n ,, � ` ,,%Ij / USE THE FOLLOWING MIXTURE i� �_ '. KENTUCKY BLUEGRASS 45% W L ,:r a " a • :.0 1 F` ' t x �"'`�� '__ CREEPING RED FESCUE 45% �+ �. qE 3 � `,:, .r; t a:1 ,, r 1: t, y Aix - A P/ 10, / `�_ PERENNIAL RYEGRA�S 109. ,.; . f - A �~"�.� +t ,;� �' x APPLY 1 POUND PER 1,000 SQ. FT OR 45 PQUNOS PER ACRE. 1M000 CHIPS SHOULD BE APPI tEO k O '�. �` ,` AT A RATE OF 500-900 POUNDS PFB S . F1. OR 1Q 20 TONS PER ACRE i t R s / 1"-- �` c jrtft TEMPORARY VEGETATIVE COVER £' ,^ S } / O / •' _� yr 1 _. 1.61. > y3b - ,+.. y Y ,1. to Y ia, j. rt / _� , i� err r , r •t t 1 1 ' ? SEEDING DATES. MARCH 1 TO JUNE 15 AND AUGUST 1 TO OCTOBER 1 + x Ax 4� �' �'t tip, V \ _' :'. v k '( i ANNUAL RYEGRASS 1009 r ' : w�; `� ��1 \J �` __ �,w E r,• APPLY ONE POUND PER 1,000 SQ. FT. OR 40 POUNDS PER ACRE WITH ANCHORED HA'Y MULCHY F C*r4 �� _ `_ - . AT 2 TONS PER ACRE. n x" % \ ,X-�- \ EXISTING POND t s.1 ' a ,q,. , v. Sue " '• DRAINAGE (BIQ—FILTRATKNI) SWALE VEGETATION �� Vl '# 1.r + rn ,.+..� . 7,r;`' 7.:L� 4 ., 4 , ` + #4 I'tI I SEEDING DATES: MARCH 1 TO JUNE 15 AND AUGUST 1 TO OCTOBER t •. ° �' a c,"''rr3i ��: ONCE THE SWALE HAS BEEN GRADED TO THE DESIRED DEPTH AND SIZE, IT .�t} 1�',. t-,7I , , W. SHALL BE LINED WITH A MINIMUM OF 12" OF TOPSOIL, UPSLOPE AREAS OF THE BASIN SHALL \ / 4 y r. .4� Wy,d r _ BE PLANTED WITH PERMANENT VEGETATIVE COVER AS DETAILED ABOVE AND LANDSCAPED ', J s f a` ` ' `g ACCORDING TO THE LANDSCAPE PLAN. x'�� '`�a�.� ,, / � 3 , A ii ;d+e +Ks`� - r- 7 f SEEDING RATE: 1L8/2,500 S.F., SHALL BE THE NEW ENGLAND WETMIX (WETLAND SEED MIX), �'r'I�},� I ,�K� � �.� NEW ENGLAND WETLAND PLANTS, INC., 800 MAIN ST., AMHERST, MA. 01002; PHONE (413 256-1752, �/ o . / / Y s'+i OR APPROVED EQUAL. BOTTOM OF BASIN SHALL INCLUDE A 30% ORGANIC(LEAF MULCH) SOIL AMENDMENT / i. `f� .. -F r� f s BY VOLUME. STABILIZE WITH HAY MULCH C)Ft JUTE NETTING. / .Ill I _: 1 v. t* + ` �t 'L+ / F +'' ` "'I q SEE TABLE I. MITIGATION PLANTS LIST FOR SPECIFIC PLANTING WITHIN AND AROUND BASIN. I / / r - �' '71 r � •, / { as:-:v� f' 1',•• i •r�i+w,, ter. .ia s� � ' y _ .. d t I t f •` �. , ,,. 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