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Home My WebLink About99-59P_WINDSOR STEEL CORPORATE HEADQUARTERS_COMMERCE WAY- _ .. ; .. }.. .. , ; .. . , '+� � � �'�. • tea,-- '.� •" � , �!^ , . ;:;. x; � •� - J.Y i.- CORPORATE HEADQUARTERS SITE PLAN OF DEV1,1,LOPMENT -4:9C (r=% M M 1-D-1 z %J) ip,"(C 'j�, WAY prepared by: i i esign rofessionais, Inc. i Civil Engineers • Planners - Surveyors • CIS 165 South Satellite Road South Windsor, CT 06074 (860) 291-8755 FAX (860) 291-8757 THE LAWRENCE ASSOCIATES ARCHITECTS / PLANNERS, P.C. 1075 TOLLAND TURNPIKE MANCHESTER, CT 06040 FAX: (860) 643-4373 (860) 643-2161 *FLANRMETRR(C3 Landscape Architects • Development Consulting Planning 5 Zoning Consulting EAST WINDSOR TOWN LINE T— R/VTR �^ \ C111 n j CD Y <qNF SITE Z S•1R�E 'fY ?.N R p EAST INND,5W MUEDARD � CEME7FRY /�LLSM[a47NJ t, , 4 r � �� .- DESIGN PROFESSIONALS, INC. LOCATION PLAN zv THESE DRAWINGS ARE THE PROPERTY OF DESIGN PROFESSIONALS, INC., AND HAVE BEEN PREPARED SPECIFICALLY FOR THE OINNER/APPLICANT FOR THIS PROJECT. THEY ARE NOT TO BE USED FOR ANY OTHER PURPOSE OR BY ANY OTHER PERSON OR PERSONS NOR REPRODUCED IN ANY MANNER WITHOUT THE EXPRESS WRITTEN PERMISSION OF DE516N PROFESSIONALS, INC. THESE PLANS ARE INVALID UNLESS THEY BEAR THE ORIGINAL SIGNATURE AND IMPRESSION SEAL OF THE PROFESSIONAL ENGINEER OR SURVEYOR. 136 Simsbury Road Avon, CT 06001 (860) 677-5267 Fax: (860) 674-2693 121-4 • 4 Y1i �i ��.�•:: mil[ % i _ lO� DATE: r THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE NTH SECTIONS 20-30OB-1 THRU 20-3006-20 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 PLAN WAS COMPILED OWNER f APPLICANT FROM OTHER MAPS , RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION. IT IS NOT TO BE CONSTRUED AS HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE Lot 31 — 3 2 Commerce Way, L.L.C. FIELD SURVEY MAY DISCLOS 38 EDWIN ROAD TO THE BEST OF MY AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON, SOUTH WINDSOR, CONNECTICUT 06074 ,2882 RICHA P. MARTEL LIC. No. TEL. (860) 289-1529 C. i `ZT ^("r� . I <,n .. ,-;_;'!. ;{{q� .. ,.y$",r - .' - r`;, $' '' •. :` 'yV;I 1:' - -`a+� :�i. a �:..?k3 1}�C- •,"t�' ¢ - a. •��(°•, � �`/+i,.•� "' ir�•''I � .�. .� - .,. ' YW� ..3y. 1 •'e.+• -'AR: ;Y'-yl�'.N'-• •1 •f'9 I Ke 4 EWYM, Ej � &M, llwfflym'3� 1 L : III it 0 121-29 MAP LOT %N/f A&Ul ILK L1,51 121 4 875 RIVERVIEW OR ALL PHASE REAL ESTATE COMPANY BENTON HARBOR, M/ 49022 6 PO BOX 354 SMITH, FRANK J. & CHARLENE M. E. N'INOSOR HILL, CT oeo28 7 53 COMMERCE WAY BUDNICK, DON41D 8 8 67 COMMERCE WAY COLE PRE LLC 9 75 COMMERCE WAY JFI ASSOCIATES INC. f0 75 COMMERCE WAY JFI ASSOCIATES INC. 11 48 COMMERCE WAY ONOFRIO, DANIEL & MARIE 12 75 COMMERCE WAY JFI ASSOCIATES, INC. 13 75 COMM£RC£ WAY JR ASSOCIATES, INC. 14 124 SULLIVAN AVE. SOUTH WINDSOR, TOWN OF 15 359 BURNHAM ST. E. HARTFORD, 06767 OXL CARON, LLC 20 154 COMMERCE WAY HOYT, ROBERT L. 21 140 COMMERCE WAY ✓&M GRINDING INC. 22 140 COMMERCE WAY J&M GRINDING INC. 27 121 COMMERCE WAY GREEN, WILLIAM P. & COLLEEN J. 28 180 COODWIN Sr F. HARTFORD, 06108 9&W ASSOCIATES 29 145 COMMERECE WAY O&W ASSOCIATES LLC 122 17 RYE STREET STATE OF CONNECTICUT 133 3 452 MAIN ST. LEVACK, HARVEY 8 ROSEMARIE 4 452 MAIN Sr LEVACK, HARVEY d' ROSEMARIE 5 452 MAIN ST. LEVACK, HARVEY & ROSEMARIE 6 350 CHAPEL RD. CONDOR /NVESrMENT, LLC 7 350 CHAPEL RD. CONDOR INVESrNENT, LLC 8 24 INDMN HILL ST. ANNUNZIATA, DENISE & CHILDRE£ E. HARTFORD CT 06108 9 72 COMMERCE WAY FALLS, SHARON 8' GENUA, TONY 10 64 COMMERCE WAY COMMERCE REALTY 12 24 /ND/AN H/LL STREET E. HARTFORD, 06108 ANNUNZIATA, DENISE PARCEL A 124 SULLIVAN AVE. SOUTH WINDSOR, TOWN OF LOT 31 38 EDW/N RD LOT 31-32 COMMERCE WAY L.L.C. LOT 32 38 £DW/N RD LOT 31-32 COMMERCE WAY L.L.C. LOT 33 400 CHAPEL RD IA SECA L.L.C. LOT 34 400 CHAPEL RD 1A SECA LL.C. LOT 42 65 RYE ST BRUCE A. MANEELEY REAL £STATE, LL.C. PARCEL B 65 RYE ST BRUCE A. MANEELEY REAL ESTATE, LLC. Zaft Data BI00 ZONE: INDUSTRIAL (1) ITEM REQUIRED/ALLOWED PROVIDED Lot Area 20,000 s.f. min. 124,320 s.f. Lot Width 100 ft. min. 149.98 ff. Lot Depth 150 ft. min. 542t ft. Lot Coverage 50% max. 17% Impervious Cov. 65% max. 48% Building Height 40 ft. max. 23'10" (25'10"PEAK) Bldg. Stories 2 max. 1 STORY Front Yard 35 ft. min. 96.73 ft. Rear Yard 25 ft. min. 195t ft. Side Yard I 10 ft. min. I 16 ft. I I PARKING REQUIREMENTS: Parking Space - 9' x 18' min. Use (Industrial) - 4.5 spaces per 1000 SF Office 1 per 1250 SF of Warehouse 1 per 700 SF Industrial - Building = 21,490 SF Office 3,890 SF * 4.5 = 17.5 14,000 SF Warehouse = 11.2 3,600 SF Industrial = 5.14 33.84 Spaces = 34 spaces Provided: 34 spaces with 2 Handicapped = 36 spaces SHEET INDEX 1 COVER SHEET KEY MAP 2 PLOT PLAN 3 TOPOGRAPHIC PLAN 4 SOIL EROSION & SEDIMENTATION CONTROL 5 DETAILS L1 PLANTING PLAN Al ARCHITECTURAL PLAN REVISED: October 17, 2000 DATE: JULY 25, Iggq SHEET 1 D: \JOB\I 12'1\I 121cv Avig {i r f,;' Z, r �:' ,r i• r .r r--i Y �s�r:.tVu?L�...`�,5'-;�':�'ids'.Pr+1.,._,..i�;,'rt:Y"st,=.= w"i�!a,�a;ef,{:',,..•sY... �..._.'L ,•'-l.,r.�...,`�`i�::•.�'_3.-t, ..��...ks.. -. �':Ai.jai'#:e-�.a�.,i�:•..}?,-�.4'�,ei'Mi-r-��.t,c::.:�i.,.,.�i,irci'�_�:T *"W_4 eq1fW_"** t S:� 7 k Im N_Ivls 0, Town, aP m1h 'Andtic;t 3640 WA.LWAM AVENUE SOUTtl MNDV�OR. COMM AN" COL)i 2V3/b";rh W. Cictober 22, 1", 0 ir A- ,V; Octubm 22, 19W y CERTEFIM 16"1 soirh SmIlite Road RE: 124 Coratnerve Wu%, Wind9or Steel 38 FAwin Road 90U711 WINDSkill, Cl South Windsor, C!T 06074 Dear.*&. De)&Uk D,wv Madarn/Sir; 'the. S:,iuh Wind-wir Waterl'tiltitem Contrul Aathonty,:a its,9mal mortinsofouoixt-19, qyc;L-m of A com".trial 19W, juvr. mppfvvdl r"r PC wnrioctiom to the Re: Appl 099-59P, Windsor Steel Site PUli buillin; At 124 Conimme Way. as avin 4wificafty shuivitun pLus matted C.Irporaie HeAusnem � 24 Crunrwree Way - SoudV VAndsur - Connecticut' jimpgred by Dmign Profeminnak. Joe,, South Wndwr. CT, Jub No. 99-1127. � loWwx. Shra 1, L'Uvcr We are pleased to advise you that the Planning & Zoning Commission voted on October 14, - K,v kip diaol My N. I9Q9, re—S"criber 17,199ik Shixt M. Rmrvev Plot Plan 1999 to approve with modifications the above referenced application for a Site Plan of datod july 6'.1999. rev M1999 9AK9W...-uml 9t17N9; Sbeet'30. ResuncyTopographic "Alp 11k;\x JJILA July 6, 1 999. te, W1 I W) mi IM111999; Shmt,0. Sndurteut and Pro-4on Control . _S Development. pnar This approval is for the construction of an industria.1 building approximately 13,200 sq. ft- dwW July 6.1999. rev. V41i%9 and tkWI999- Sam 5i � Muils itacd July 0, 19W no rev: LOT 31 an property located on lots 32 and 124 Commerce Way, I zone a-i shown an plans prepared Lawremv AutsociW& Prri7xt%j W M126). I-Ijur Plan atul Exwwj bievauuns, impmovi:11y. sbr,et IxIA (Planametri=). pwtias TILA datad IVIIM9, W fev � aW Saoet:s A-: and A-Z 171,1110 by Design Professionals. Inc I Job No- 98-1127, dated 9117/99, as revised. This approval &vA PA revisionit- and suhjoa ro the fril:o%ving c(nditions. A REA = 50, 000 sq ft is subject to the following modificahons: 1. TeLhrucal xMn)val or the Tim n Eilrincerrig Depwinent / // '11\, 1\1 PROPOSE 1. Ptior to mriuncriorment nf any nitr work, a oJecting must be held with Town Staff. I / / A REA = 0.68 Ac / giver. t)oz;e tbe.scwa line lus bren imullicd and nsbW;,*,IJ by the Town staff, and bowd SIGN 2. No budding permit wid be issued until the final rnylar-. litivc. been filed in the Town l'iral Avthorit5 aprmlval and accelptance of thesanimryscwcia8c cnr.n=t.Avn wil be '1� up,� ftvr_tt= verifi--jacinfthe Town smfi that said sAxiL-trywwrr LARe was irvWW NIF Cleric's office. in sufostmiriA conformance with die &-;ign plans prcvtnu%ly appnived by the Authority. go� =J niccung AL lowu Puyulations wid approprixtr twhr.AcA specificawrit rela0w, to CONDOR INVESTMENTS LLC 3. This application is subject to the coxidition3 of approval of the InLaid Wet1wids san.twy �Wtc Constilickc, /20' TEMPORARY GRADING 19 Agency/Conservation Commission, including a bond iu. the amount of $1,000. 71 Tuwu buff will cxianine flic co"ay's opeTations to exaurr!lLat aA othu f6ids used in LOT #JO EASEMENTIN FAVOR OF 110 20' ACCESS EASEMENT the manufwNruM proc�% Wiffbt PJC4L RtelV "m-m4cd and krp( ckjr cifitiimm Z,3 LOT 32 +/ — <F IN FAVOR OF LOT 32 & 4. An as -built plan is required prior to issuancc of a Certificate of Occupancy per Section 21 8. 1 - 10 of the Zoning Regulations. 4. Due to the cJoqe pirtairuity el Ur Lianholi: in the %tm:t. tIlk- ivilturcc". fix a niaLtivic on X" Alzl parking (2 PARCEL B tl,,- property will be. waived spaces S. Pooting drains am required if the building has a basement A/C CANDEN R UNIT�r 6. Landscape bond in the amount of $3.000 is required wid. MUSL be submitted prior to 5, 'The connection dwcc will be bawd an LN ucrei, ef develul)odixTrage, filing of mylars. -vr m,iqt bt surlx%imwised m dw. finai;qVpMvA plan,. - This approval L > 6. LP 7. AD pLan% used in the field hv the developer must bear the stamp and authorized %K Vmy truly yours, &ignaturr of the Town of South Windsor. B. WPCA approval is required. Water Pollution Cont-of Auttinrity 9. Engincenng cominents of 9/ 7199 and 10/ 12/99 must be addressed to the Town 0-,\ Enjoneer's satisfacuion- Black and whitt; tra=parrmt mylars of Sheet 42 with the above modifications, I Dgrther with Lu. Maiijur * 621 ligAn, I over M"gcf three blueprint copies of the entire set of plans must be submitted to this Commission Mk-hae. J Oantick, Mrctorof Ailili, Wrick-s within 30 days to be stamped and signrd. The letters of approval of this Commission as kri y Tnmnris. Town Pripincer hlm�_w flawi,ich. DirrutorfirManning —11 as the Inland Wediiia" AvexlIvy/Consemation Commission must bc reproducied on the 20' ACCESS Inyl—. t*. - �. , ', � I, _,- - . y - - . - . I EASEMENT IN JohnCAbnx,Ch3cI'HLiIdaW Luspec or FAVOR OF After the mylars have been signed ky dw Comixtission, they will be retumed to you for filing > FF 79.5 0i r� LOT 33 & in the Office of the Town Clerk- After filing these plans, a copy of the rr.ceipt must be tK t" PARCEL B submitted to the Planning Department. I el 0,\ Sincemly, r TI KI r-' LY O'� I Al, "'N J'WNT Sur W. Lamen, Chairperson UNDER Planning and Zoning Commission cc: Town Engineer /V/F 20' STORM DRAINAGE CONSTRUCTION Chicf Building Official Asses" IFI ASSOCIA TES INC EASEMENT IN FAVOR OF THE Superintendent Of Pollution Conrrol TOWN OF SOUTH WINDSOR Fire Marshal ign Pmfc LOT #6 - 3 Peter DeMallic, Dev. _ssionals LOT 3 V'. - 'S �,, Z �_e '41"7 15 PARKING SPACES CONCRETE PAD 0 LOT 34 DUMPSTE PAD & XISTZG ENCLOSURE FUTURE 0 ADDITION END OF CURB & PAVEMEN`T,,\ NIF DANIEL & MA RIE ONOf RIO N/1 49-15'49' Q? 00, LOT 32 20.00 PAYEMENT 'I 6"E 5, LOT #7 CCESS SEM AREA = 124,320 sq ft IN FAVOR OF RB 61' 0> AREA 2.85 Ac 53.85' '7,) %--') (5' LOTS 35-36 20' STORM DRAINAGE / 000 EASEMENT IN FAVOR OF THE 0, NIF d & M GRINDING TOWN OF SOUTH WINDSOR X - %K N Nlf - �N / — 0. DANIEL & MARIE ONOFRIO L LOT# 8 1\ EXISTING PARCEL B I.P. PARCEL B TO BE N, C3 '37 COMBINED WITH 0. LOT 42 S-73 .5r" L AREA — 51,563 sq ft A. I IV 0 0. AREA = 1.18 Ac 1715-- S19'54'08"W 1.17 119, 25.84' END OF EXISTING P. J, 0 0.) %b C�l LOT 9-10 "0, NIF JFI A SSOCIA TFS INC N/F ,7 \�01 Bruce A. aneely Real Estate, L.L.0 lb, X7 N/F D & L CARON, L.L.C. 4 DUI, r PA[ NIF PRESENTLY 30" MAPLE TO WN OF SOU TH WINDSOR I INIF)r: 24" MAPLE CONSTRUCTION ER NIF G ROHER T L HOYT I 1_\ _r -7 —7 LU I J / REFERENCES: 1. "PHASE II-JOHN FITCH INDUSTRIAL CENTRE-SULLIVAN AVENUE AND RYE STREET -SOUTH WINDSOR, CONNECTICUT". SCALE 1"=100', DATED JAN. 1987, REV. TO NOV. 17, 1987. PREPARED BY LUZZI ENGINEERING AND SURVEYING. 2. "AS-BUILT-JOHN FITCH INDUSTRIAL CENTRE -COMMERCE WAY -SOUTH WINDSOR, CONNECTICUT". SCALE 1"=40', DATED JAN, 1995, SHEET No. 2 OF 2. PREPARED BY LUZZI ENGINEERING AND SURVEYING. 3. "SANITARY SEWER CONSTRUCTION- SULLIVAN AVENUE AREA -SOUTH WINDSOR, CONNECTICUT-RYE STREET 0+00 TO 20+00". DATED DEC. 1972, REV. TO JAN. 2, 1973, DRAWING No. 24-A. PREPARED BY JAMES S. MINGES AND ASSOCIATES. 4, RESUBDIVISION LOTS 30, 31 THROUGH 34 & PARCEL "C" PHASE 11 JOHN FITCH INDUSTRIAL CENTER SULLIVAN AVENUE, RYE ST, COMMERCE WAY, SOUTH WINDSOR, CONNECTICUT SCALE 1"=100', DEC 1989, REV FEBRUARY 7, 1990 PREPARED LUZZI ENGINEERING & SURVEYING. 5. PROPERTY TO BE CONVEYED TO STATE OF CONNECTICUT BY: J.F.I. ASSOCIATES, INC. SULLIVAN AVENUE CONN RTE 194, SOUTH WINDSOR, CONNECTICUT, SCALE 1"=40' MARCH 9, 1989 REV AUGUST 16, 1989 PREPARED BY LUZZI ENGINEERING AND SURVEYING. 6. RESUBDIVISION LOT 42 TO LOT 412 & 42A PROPERTY OF D & L CARON, LLC., 85 RYE ST., SOUTH WINDSOR CT., SCALE 1"=:100', JULY 23, 1998, PREPARED BY DESIGN PROFESSIONALS, INC. NOTES: 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. 2. HORIZONTAL DATUM: MDC, 3. VERTICAL DATUM TAKEN FROM TOWN OF SOUTH WINDSOR RECORD SANITARY SEWER DRAWING 4. NO FLOOD PLAIN ON THE SITE. 5. LOT 31 HAS RIGHTS TO DRAIN INTO DRAINAGE SYSTEM ON LOT 32 AT YDW2 & W3 (SEE SHEET 3 OF 5) 6. LOT #32 HAS TEMPORARY GRADING RIGHTS FOR AREA SHOWN ON LOT 31. 70- wn 01P lqoam W#Uaot 1540 SU-LIVAN AVENUt - SOUTH WINMUH C OWN M;1� AFWA CODE 640 1 544-2t. 1 october 12, 1999 Certified NP44521448031 Dviii4pi Prok-smonaIR, Inc- Attn: eietrr r)eUallie lNi Fxtjth Sawlati: Road sour h Witwln, CT 06(Y14 RE: Windsor StivJ T)rar Madain/8'r At the Octolxr 6, 1999 regular rnerLing. the InIzaid Wedandb ASvincy/Conseryntion Commission approved application #99-5QP - Windivir Steel FWA/CC peruLit tor thc cimistruction of ek 21.490 square foot Industrial ballding, parking and storaW area, and storntiviater ,wstein oil 2.9 ac-rcm located an the SOLIttierly side of Commiet)w Way, I 7,une jAssessor's map 4121, parcel #241. This approval in sul.*�vt tip the following conditions: I . orw hlurprirt cupy of thr ctnurr set of plans and d'Lis letter reprocuced them-un, must be st;b-nit-ted to this Commission This must be Lompicted within 65 dava of appricival prior to arty constraction activity on the sitr. Plans sub-niLted to Plianning & Zoning Corrim.vtxion vihall be mirisinerrd ha-.ing iiiaA thie requirrinent Phe application shEdl indemnify and hold hannIcss Inc Town of SI I outh Windsor against mly liaLklity, Which might lvwj't from the proposed opc-uLon or ute 3. The permit is vu�id for five years and &hall cxTnrr on Or-taber h. 2004. 1- is the landownerls)/applicant(s) responsibility to track rxpiration datee and Tiotify the Conimission of a rcnCWal request at leabt 65 days prior to cixti.iation 4 hil approvais equircd must be obtaincc] and subrrutted prior to any activitv on Lhesitc. CC A cjn.txz* person --h—oll be irt-nt-fied on dir plans. 6, A bond in the aniount of $ 1,000.00 be submitted to the Planning Zonink Cm.nmismion w) ensure compliance with tinc Kro%ioii and fledirnenwuon Control Measures. Very frol), yours, 11,1LAND WF.TIANrW9 AGENCY/ CONSERVA'MON COMMMION FAt9heth Warre-ii, Chairpetson EW dr cc: Chief Building Official Ptar.ning A Zoning Conininssion Tov6m En&ncer Windsor Sted LEGEND 0 IRON PIN TO BE SET 0 EXISTING IRON PIN 0 EXISTING MONUMENT 13 MONUMENT TO BE SET W.- MAPI F K x 1 UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS 860 291- 87551 RESURVEY ;I I THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-I THRU 20-30ob-20 PROPERTY SURVEY PREPARED FOR- SHEET 7' LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE 5 =-00 change order RA OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE INFORMATION. ALL EXISTING UTILITIES SHOULD T STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS GRAPHIC SCALE PLO7 PPLAN ft BE FIELD VERIFIED PRIOR TO CONSTRUCTION. A I I 11r, /QQ An ro Letters RA qI JF?VFY r.C) FO Mq T H()Rl7C)NTAI ACCURACY Ct ASCS A- 2 n n Lot -;1--;2 CeIlmmerre Wa v. L_ E C_ —P -Vol R1.1 0 a= N M — - — - — - 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 9-17-99 easement RA TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. _THECKED.- RJA BY A LICENSED LAND SURVEYOR PRIOR TO 2 9-6-1999 tow comments RA IN FEET irrofessionals, Inc. DESIGN. RA DRA PW.-)?A 114 (Commene Way CONSTRUCTION. 1 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 3-9/im Craeon RA 12W2 1 inch = 4-0 ft I Civil Engineers - Planners - Surveyors - CIS IoBNo.: 98-1127 DA TE.- July 6 , 1999 5 IMPRESSION SEAL AND ORIGINAL SIGNATURE South Windsor (Connecticut OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DA TE DESCRIPTION BY RICHARD P. MARTEL LIC. No. 165 south satellite road - south windsor - Connecticut 06074 1 DRAWNG AV.: 1127m)�r Alit AIR "j'a 4 4fe ,kiv V. ajWkx z :,.. •...-. •� rae ..• A .. ....�, .a .3' +s �FP F y-;_ R,,:r�,�gjq, s�.t r �4'". _• zP� ��r �� `' F .• A :fA 5 « jA- '?5� { y�{�.� lot j.'.'� i4 V tw."' -- _ i!� • i±®,.. i vp d+ .li, �� °rti:; Y�M•.:a,, xw ir.: i'�:?C- \*+f 1t• _ �t 'i-e:�i •�t, `.s;ir Gyr�+�: '� N/F ,IFI A SSOCIA TES INC. LOT #6 LX Ctl TF 82.09 INv 73.24 REFERENCES: 1. "PHASE li-JOHN FITCH INDUSTRIAL CENTRE-SULLIVAN AVENUE AND RYE o / STREET -SOUTH WINDSOR, CONNECTICUT". SCALE 1"=100', DATED JAN. 1987, / \ REV. TO NOV. 17, 1987. PREPARED BY LUZZI ENGINEERING AND SURVEYING. / 2. "AS-BUILT-JOHN FITCH INDUSTRIAL CENTRE -COMMERCE WAY -SOUTH \ WINDSOR, CONNECTICUT". SCALE 1 "=40', DATED JAN. 1995, SHEET No. 2 OF ,/�I, ,X'Zj.j �NG' \ 2. PREPARED BY LUZZI ENGINEERING AND SURVEYING. 3. WINDSOR, CONSTRUCTION- CONNECTICUT-RYEARY SEWER STREET O+00 TO 20+OOE AREA -SOUTH DATED DEC. 1972 REV. TO JAN. 2, 1973, DRAWING No. 24-A, PREPARED BY JAMES S. MINGES Ex c6 — � AND ASSOCIATES. IN .T ao.— 4. RESUBDIVISION LOTS 30, 31 THROUGH 34 & PARCEL "C" PHASE II JOHN I FITCH INDUSTRIAL CENTER SULLIVAN AVENUE, RYE ST, COMMERCE WAY, \ / ��o \ �� _ • ~ � SOUTH WINDSOR, CONNECTICUT SCALE 1"-100', DEC 1989, REV FEBRUARY 7, 1990 PREPARED LUZZI ENGINEERING & SURVEYING. LO 31 �\ N 7 6 ®® 5. PROPERTY TO BE CONVEYED TO STATE OF CONNECTICUT BY: J.F.I. SIN 72. ��56 (1�a`S) \ ASSOCIATES, INC. SULLIVAN AVENUE CONN RTE 194, SOUTH WINDSOR, CONNECTICUT, SCALE 1"=40' MARCH 9, 1989 REV AUGUST 16, 1989 PREPARED BY LUZZI ENGINEERING AND SURVEYING. / 7 SIGN N F � � � - �S, � � � \ FENCE � � 6. RESUBDIVISION LOT 42 TO LOT 42 & 42A PROPERTY OF D & L CONDOR INVESTMENTS LLC / '�� `� TF 78.95 TF 78.89 CARON, LLC., 85 RYE ST., SOUTH WINDSOR CT., SCALE 1"=100', JULY / /20' TEMPORARY GRADING / 0, 78 INv 72.224 E) \ -*W 71.35 23, 1998, PREPARED BY DESIGN PROFESSIONALS, INC. / EASEMENT IN FAVOR OF Q- / L O T #'30 / / O LOT 32 /�P/ �896 �9 ` 70.18 S&v),v \\ 20' ACCESS EASEMENT IN FAVOR OF LOT 32 & AN �itACKIN RON /X P o�0 X8. X 78.4 ♦ 0 \\ PARCEL B NOTES: / ��°� 8.41 ♦ 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. •(�000° �( 9.0 7\ \ \ 2, HVKILVN IAL DAIUIVI: IVIUU. �yq� I�6 000 0�o / �/79\ \ \ 3. VERTICAL DATUM TAKEN FROM TOWN OF SOUTH WINDSOR 00 °°° o \ RECORD SANITARY SEWER DRAWING / / + 0° o .7 > \ 4. NO FLOOD PLAIN ON THE SITE. / + 7.8 0 \ 5. LOT 31 HAS RIGHTS TO DRAIN INTO DRAINAGE SYSTEM � 7 \ / TEMPORARY / / ° / / � ON LOT 32 AT YDW2 & W3 (SEE SHEET 3 OF 5) TOPSOIL �// / 9 79'O�,P� 6. LOT #32 HAS TEMPORARY GRADING RIGHTS FOR AREA SHOWN ON LOT 31. / STOCKPILE �R o \ A' / ` \ 3 / 1 �O ONCRE� IF 110, 5 / // INV 73.28 79.4 G 3 ` \ \ a EX CB\ 20' ACCESS / 1 \�� / TF 80.56 \ 78`6 / EASEMENT IN / / / INv 7296 FF 79.5 FAVOR OF / / / P�j / AfA INv 7o.as "S) \ / \ , LOT 33 & 87 / PARCEL B78.8 / PRESENTLY TING 78.8� / j/ / UNDER j ro��ti\ ON MENT - '�� CONSTRUCTION'-- 20' S R DRAINAGE / 5 EASE IN FAVOR OF THE X 78.8 NnA T E / / SOUTH WINDSOR LOT 33 ' Ap775 ,, CONCRETE �o CONCREIE � / O 79. / / ♦ /-% DUMPSTE ,8 / // 9 / S S A / / XISTMG ♦ ' / ENCLOSURE 79.4 / 77. 7.4 ♦ +� � lV/F \ / �o DANIEL & MARIE ONOFRIO / SILT F NC ♦♦ / _ 2 ♦ ')J149*15'49"E Lor l x 78.85 20.00 /{ ACCESS SEM T ♦ i / !. / ♦ , , / IN FAVOR OF LOT � 61 A _ / / / LOTS 35-36 / ;` 20; STORM DRAINAGE \ \ \ p ASEMENTIN F THE• 14 \\ N F ' TOWN OF SOUTH WINDSOR ` �� - o /ai ' %ti / n \ \/ / �9 J & M GRINDING N�F / BxB� >ko ,� / DA NIEL & MA RIE ONOFRIO \ LOT 8 "' -' l l �� WL 66 / L��'� / � ' ` I �` i WL 65 moo/ / PARCEL R \ E n XXI G I: 6 �6 / / PARCEL B TO BE = — .o •• 0 M B I N E D WITH \ \ MON WELL WL 6 —� �\/ / LOT 42 �a- \ • s, \ / AWL 69 , h�6o / WL \ / L 6X/ ��° • /\ of Y AfA Agawam fine sandy loam, O to 3 % slope /� R cAR�D 66 0 viL 2 0-60 •• BxB Buxton silt loam, 3 to 8% slope L 29 i", \ NnA NNtlgret funs sandy loam, O to 3% slops �' �6 •• / / SsA Sudbury fine sandy loam, Oto 3 % slope END OF —J3 / L 30 2 •, ` �9 PAVEMENT \ \ WVA Windsor loamy fine sand, O to 3 % slope EXISTING .P. WL 31 \ � �o, ��! / LEGEND 34 WL 32 LOT # 9-10 \ ��s ` \%� O IRON PIN TO BE SET N/F \ \ ,,.'�' 79 ,•. / °F� 9 � ��'•., NIF ■ EXIISTING IRON PIN STING MONUMENT JFl ASSOCIA TES INC \ , +' r , , . • `y 9p0 \ 5\ // N /F EXISTING ROBOT 37 OYT SCHEDULE. o MONUMENT TO BE SET \ 0 �o w 21 \\\ WL WL 55 , Bruce A. aneely Real Estate, L.L.0 ----- .. \ \SSG • •• � 57 WL 5 ,� _ � = EXISTING CATCH BASIN AND PIPE --_ __ - - - ' - y • WL 2 ° \ �� , PROPOSED CATCH BASIN AND PIPE N /F ,•. wl Ta \\ �� ,, , (/(��1�,�] . • / _ = EXISTING SANITARY MANHOLE AND PIPE 53 LANU— S — SANITARY LATERAL AL \ \ ,.C. L 51 L �2 FER I — W — WATER LATERAL D & L CAROM, L.i �. � \ 330 EXISTING CONTOUR � V A ' \ WL 18 \ L 50ar' �n PADSESTER \800 --[Q]— PROPOSED CONTOUR \ , \ SURFACE DRAINAGE FLOW DIRECTION N1f � \\ \ ,•.� WETLANDS WL 1 \\ YYI_ � \ PRESENTLY - � � SILTATION BARRIER 30' A E v TOWN OF SOUTH WINOSO BUFFER WL 16 wL 48 UNDER HAYBALE OR WRAP CATCHBASIN 24" AP 0 \ \\ CONSTRUCTION —• —••— APPROX. SOIL BOUNDARY LINE WETLANDS WL 1 L \�� M- 4 MAPI R0IJNnAR'Y \ t UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 860 291 8755 RESURVEY PROPERTY SURVE't PREPARED FOR• _ SHEET 0 LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE 5 10_17-2000 chonge order RA OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN , �!!Ci'111'UiVJiJG'1�l 11 AND EROSIONo"A INFORMATION. ALL EXISTING UTILITIES SHOULD THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. GRAPHIC SCALE AM 21,27 T 7 /N kvA BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 1 11/16/99 Approval Letters RA IT IS AN INDEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL 40 0 20 40 80 k;UN' JidUL FLAINU LV� ✓.1✓.Ar VVLliLLlcL(:c VYayp L1L# 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 9-1799 easement RA ACCURACY CLASS T-2. rofessionais CBY A LICENSED ONSTRUCTION LAND SURVEYOR PRIOR TO TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON t IN ��,) , ine ■ DESIGN. - RA DRAWN.- RA CHECKED: R✓A/RP 2 9-8-1999 town comments RA 124 Commerce Way 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 8-9/1999 Groding RA 12882 1 inch = 40 ft. Civil Engineers • Planners • Surveyors • CIS ✓oB No.: 98-1127 DATE.- July 6 , 1999 5 IMPRESSION SEAL AND ORIGINAL SIGNATURE �� u>�l>r ��Il111t5l��$Y�>Sit� OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION ai RICHARD P MARTEL LIC No 165 south satellite rood south windsur cunnectiCut 06074 DRAW/NG NO.: 1127Sh4 .. .,> y. i � . '. ..: it a,. ,_ �• - .. .. ,,_ .. .. ... 4k��.;•:`-:'3'F- `r 'S`.. `'a a -9- i'. � : '� . .. - ,-. -.v .,.r t:.' .. ,�. .•. _ 4.,. .e' 7� 'w,. ..k wf ''rF:.h .M1 Ida.. .v � (. ..i• ' ,* .. r .fc• .` P .fh .-.. ., fl'-'F ,..I ,- .. r+•Ar y .-. - - ,. •. .. ,- .tie w';rfS: ,.i,..- •; �;i �Y--'• -r r r .a'^, 4 hJ. 'F"•: . : ' 1 k - ifi E k. r. w.... r. :R NA a r . t r• 2, .:w. c t . S•�. f .! s 2 �. w i Y +Rc- ^•ham'- .�. .tk.�,;.�:7L�;Y63rs..;'-�.t._.iii:i3_r-L�i�.Bao�:�tl.sr�Q�:�•t!,_ ��+e�•.e{•,ii.�'a�`Y�a� -��:v 3r.]�a��:r=�i.!�fj.L�:.�e�.,k..�e.:vir'�L"�:tLG�;_ "i i:..�.e�Ca?3`�;.set�',rr�"�'.�.m��;:-:.� � .4�o.SY". >,,-'+k�ai^:3ii::e�-� �i@� "" � - w..�_'$.c•.tsd?,�i4.i£�:..�... ID +T 12, 0-0-0-0-0 0 0 000 Poo-'00-0-00000-0-0-0 '17-35 -do PROPOSED GRADE DrPTH �O INVERT VARIES SEE PROFILES 6KIN. -PAVEMENT SECTION OR LANDSCAPING (SEE PLANS) WARNING TAPE - MIN, 12' MAX. 24' ABOVE PIPE PIPROVED BACKFILL PLACED AND A --_COMPACTED IN 12' LAYEP�. (OR AS OTHERWISE APPROVED) NO STONE LARGER THAN 3' SAND BEDDING PLACED AND COMPACTED IN 6' LAYERS NO STONE LARGER THAN 1-1/2'. MATERIAL SHALL 14EET D.O.T. M2.05 BEDDING ON SUITABLE NATIVE MATERIAL OR 3/4' CRUSHED STONE BEDDING MATERIAL IN ROCK EXCAVATION OR IN UNSUITABLE MATERIAL AS DIRECTED BY THE ENGINEER. M TERIAL MEET DO.T. M.021 A SHALL 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 OPENING FOR EXIST. PIPE B B �L_ow "�j /BICK 'IT. (j Uj Lj (A Fr > > Uj z < A --t z c*FL -17 SECTION A -A STANDARD M.H. FRAME AND COVER ADJUST TO GRADE WITH �'o MAX. OF FOUR COURSES OF CONC BRICK Y-0-D D 16-TYP TYR PRECAST REINFORCED CONCRETE MANHOLE ECCENTRIC CONE A UM ALUM, STEP S P REINFORCED CONCRETE MANHOLE SECTIONS NTH 0 RING_ JOINTS DIA M P IPZA�j� REINFORCED CONCRFTF Z� A OVERCAST MANHOLE BASE FLOW OPENING FOR EXIST PIPE WIDTH DEPENDS ON PIPE SIZE 6" 3/4" CRUSHED STONE FOUNDATION SECTION B-B q, #4 BARS 0 12-O.C. 2j" 4�E COKRETE SLAB x SEE PPLAN FOR DtMENS .1-M 0 0 . 0 .0 0 0 0. 0.00 0 4\ 0 .0 - 0 9" THICK PROCESSED STONE DUMPSTER PAD DETAIL N.T.S. ___�CAST IRON HANDLE 8.5- 1 1 (j- L 13 .5- 65" RAMCIM07.3 11111111WOM-Mm NEWN IIIIIIFTWWVW�- 11111110 1 V=T] CATCH BASIN TRAP N T S 6- To, 'r flaim GRACE I- SIM BAR-Z COMPACILD SUDGIRAU NOTES 1. Saffle ca`eb�t;on to be of a*vt material Itith th- holes b.- wtit Bowline. or mortared coment b4o&9 with woop, h6INNI obo" outlet Rawlins. 2- See standard details for catch basin frome & grate, monhole frarno �. mloc marAole details. Ono t)PICW trwKh section 3. Alumaxim steps " be installed at 12' vertical Intervals from 12" (max) beioe top of froms elevation to 12' (nnw) abow inside bottom al�tion at Mach - point 4. Structw* shall meet M-20 looc*,g criteria. PLAN VIEW 4" 1 Beom (9.5#/ft) - STD TYPE "C" C.8 ADJUST TO GRADE WITH MAX FRAME AND COVER OF TWO COURSE OF BRICK STD. M.H. FRAME -2- 1 3 CURB LINE AND COVER k�� -10" MIN 00 2'-8 3/4- V-10 1 �0_ T 2'-1 5/8" 2'-13/84�, Q (1 11 1 1" DIAM BU TYL RUBBER SEAL OR EOUIV. HEIGHT OF BAFFLE 8' ALUM EVEN WITH CL OF 10- _41 STEP OUTLET PIPE V) K - REDUCER SIZED 8' 45 DEM FOR F MAIN L BOO--\ L ,- �P T IWCLD 101-�NT21 FORCE MAIN FROM 9'-0" L 7 -0 , -1 SEWAGE EJECTOR PUMP -A -13 SECTION A SECTION B or MIM 3/4- OMEN TIWR= UNM WA SEDIMENTATION STRUCTURE NOT TO SCALE FORCE MAIN CONNECTION not to Scalp FOP FO 10 13/16.. 14"X10" FORGED ALUMINUM 8 5 FINISHED GRADE 5" S.- SAFETY RUNG MANHOLE 4 13/16 ' 3/4-- 4 13/18" -8 3/8 )1, STEPS 16"O.0 TOP STEP -3-1 3" MIN TO BE 4" BELOW FRAME - 1--44J STANDARD PRECAS CONCRETE UNIT -f)RICK LEVELERS '-8 3/4- V-8 3.8* z 2 2 1 12 SK WK 1 2 z 1 2 F= < > _T 7 5/8' 7 13/16* 7- z - .5- REINFORCED OVERCAST CONCRETE STORM MANHOLE not to scole 6" 5'-4000 PSI CONCRETE SIDEWALK 1 1/2- R _5" //-DUMMY GROOVE I-,,- WITH WWF 6x6-W4xW4 4 4 -4 BITUMINOUS PVMT. ."s ezw W. -4, b CURBING b b b 6" PROCESSED GRAVEL SUBBASE 6" PROCESSED STONE BASE NOT TO SCALE NOTES: CONCRETE SURFACE TO BE SCORED AT INTERVALS OF 5 FEET, WITH FINISH TEXTURED PROVIDE EXPANSION JOINTS AT CONTACTS WITH EXISTING STRUCTURES. A2�4' DIAM OPENINO C4 8 Q I k FLOW ODD 00000 onona $EQDQN A --A ,YARO DRAM FRAME AM MATE FRAW GRAM 70 BE, (SEE DETAL) Le BARON FOUNDRY MODEL LAM264 ADJUST To GRAM VATH OR APIRROVED EOVAL mZ nr TwnmwrsR C" I r-av T. TOP REINIFORCED OONCRETE IdAMHOLS SECTION MIN 1*10* JOINTS FLOW FLOW 24-1/4- 1 I I 211-3/4- REINFORCED CONCRETE A INANINOLE BASE YARD DRAIN ,,4L_Ij%80 OCR FRAME GRATE _\4' 3/4' CRJSHED STONE FOUNDATION NOT TO SCALE SECTION B-8 YARDDRAIN PRECAST STRUCTURE FOR (SEE DUAA., NOT TO SCALE I UNLESS OTHERWSE NOTED, EXISTING UTILITY LOCATIONS AS SHOYM, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD ID BE FIELD VERIFIED PRIOR TO CONSTRUC TION. 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. --CLASS C' CONCRETE OR PRECAST UNIT 4'-0' 8 3*-0* 4'-4* 'CL A <SC CONCRETE OR PRECAST UNIT SECTION A -A SECTION B-B NOTES. I ALL EXTERIOR WALLS OF CATCH BASIN WILL BE FACED. PAINTED AND GROUTED WITH CEMENT 2. LADDER RUNGS SHALL BE PRO- VIDED IN CATCH BASIN WHERE HEIGHT OF STRUCTURE EXCEEDS 8 FEET. 3. IN SANDY SOILS APPLY DAMP- P ROOFING ON ALL FOUR WALLS. 4. RED BRICK NOT TO BE USED. 5. WHERE PRECAST CONCRETE UNIT Is USED FOR SUMP THE TOP OF THE UNIT SHALL BE AT LEAST 6' BELOW THE BOTTOM OF THE P E W 04JTLET FROM THE CATCH BASIN 6 WHERE MASONARY CONCRETE UNITS ARE USED CORBELLING WILL BE PERMITTED. MAX. CORBEL TO BE 3". NO PROJECTION SHALL EXTEND IN- SIDE OF LU TS. 7. ANUST FRAME ELEVATION WITH BRICKS 6' TO 12' COVER OVER PIPE AT BELLS 8. PROVIDE WIMMUM 2'-0' OF 9. PROVIDE 6- OF 3/4- TRAPROCK UNDER EACH STRUCTURE AT BASE. TYPE 'C-L' CATCH BASIN PLAN VIEW not to scole WT A" A� imy Wilk 1ALx LIAT N "UI r (COMPACTEAD GLASS 2 xFjN[N1= IE awhm COLOSE COR MATCH EMST11101 T CiREATER) N 04 7' ICOWAM PROCESSED TRAPROCK BASE.- ".05413, V (COMPACTEW PROCESM GRAVEL "ASE OVER COMPACTED SUDIMBE " - - F L" KW - MR PROCETtu Tft%POOCX> ArroovEs xAcx FILL PLACED NO CONFAMID IN W LAYERS L 32' AS OTNEWWM APPROVEID Ir NO STONE LAPOCR THAN r 3EE TYPICAL NOTES SCCTIDNI L ALL SAW CUT AND SEALED JOINTS TO BE EITHER FARAL.LrL VITH. Olt PEM:W DICLILAR M THE CCRTM84C OF SECTID ne Prr_ E ALL NATERIALS ARE TO MEET FORM lIt", AS AMINKI) T EMPORARY PAVEMENT NOT TO SCALE PATCHING DETAIL TYPE "K2' BIT, CURB NOTES, 1, TACK COAT TO BE APPLIED PRIOR TO CURB PLACFMENT AS RE RED BY TOWN. 1 13 COCA)UTING TO E APPLIED PER M 04.01.IcI4. FORM 814 A REMSIONS 3 3/23/00 clorified pawment thickness RA 1 12/7/99 engineering comments RA 1 9-8-1999 town comments RA N (3, DA TE DESCRIPTION B Y FEW L A'- 4' -J PLAN VIEW APPLICATION OF GRADE-,,,., 1 3/8= _EVMT� qL�Oss- SLOPE 003 T_ I x < W X�q 10 I U) - us-, 62W -" tx Y.W (A X zi- 1. SET POSTS AND ANGLE POSTS EXCAVATE A 6"x6' TRENCH 5' VPSLOPE UPSLOPE FROM POSTS. POST SILT FOR STABILITY FFNCING ANU SELF- CLEANING. 12" MIN 3. ATTACH FILTER FABRIC TO FILTER THE WOODEN POSTS AND EXTEND IT INTO THE TRENCH FABRIC COMPACI BACKFILL ED CONSTRUCTION OF SYNTHETIC FILTER BARRIER N. T. S. NOTES I ALL EXTERIOR WALLS OF CATCH BASIN WILL BE FACED. PAINTED AND rR(X.ITFD WITH CFMFNT 2. LADDER RUNGS SHALL BE PRO- VIDED IN CATCH BASIN WHERE HEIGHT OF STRUCTURE EXCEEDS 8 FEET 3. IN SANDY SOILS APPLY DAMP - PROOFING ON ALL FOUR WALLS. 4- RED BRICK NOT TO BE USED 5. WHERE PRECAST CONCRETE UNIT IS USED FOR SUMP THE TOP OF THE UNIT SHALL BE AT LEAST 6 BELOW THE BOTTOM OF THE PIPE OUTLET FROM THE CATCH BASIN 6. WHERE MASONARY CONCRETE UNITS ARE USED CORBELLING WILL BE PERMITTED. MAX. CORBEL TO BE 3'. NO PROJECTION SHALL EXTEND IN- SIDE OF LIMITS 7 ADJUST FRAME. ELEVATION MT14 BRICKS 6 TO 122" 8. PROVIDE MINIMUM 2'-0' OF COVER OVER PIPE AT BELLS 9. PROVIDE 6- OF 3/4- TRAPROCK UNDER EACH STRUCTURE AT BASE 11 5/8- 4' 8 3/4- BRICK LEVELERS _rj 5/8"- 1 3 z 4 1 7 CLASS 'C' CONC. --OR PRECAST CONC if BLOCK 84- S-0' -1 CLASS 'C' CONC 40' - 4'-4* 5 4- SECTION B-B SECTION A -A TYPE 'C' CATCH BASIN not to 3coJ6 2. STAPLE THE SILT FENCING TO THE END OF THE POST 4. BACKFILL THE TRENCH AND COMPACT THE EXCAVATED SOIL. 9 a a a STORM SEWER STRUCTURE a FLOW FLOW ANCHOR WITH TWO 2'x2-x3' STAKES IN EACH BALE HAYBALE INSTALLATION AT CATCH BASINS N. T. S. 9' HANDICAP MARKING DETAIL NOT M SCALE SEDIMENTATION AND EROSION CONTROL NARRATIVE 1. PRIOR TO THE START OF CONSTRUCTION, FILTER FABRIC BARRIERS OR HAYBALES SHALL BE INSTALLED EARTH OR IN CONFORMANCE WITH "GUIDELINES FOR SOIL EROSION AND SEDIMENTATION CONTROL" AS PUBLISHED BY STONE ANCHOR THE SOIL CONSERVATION SERVICE. SUCH MEASURES SHALL BE MAINTAINED IN PLACE UNTIL SUITABLE PILE CB GRATE PERMANENT VEGETATION IS ESTABLISHED. 2. ALL EROSION CONTROL MEASURES WILL BE CONSTRUCTED IN ACCORDANCE NTH THE "GUIDELINES FOR SOIL FILTER FABRIC 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" STAKES 4. ALL EROSION CONTROL MEASURES ARE TO BE INPSECTED, MAINTAINED OR REPLACED ON A WEEKLY BASIS OR FILTER SUBGRADE WITHIN 24 HOURS OF A STORM EVENT. SUBGRADE FABRIC -5 CONTRACTOR IS RFSPONSIBLE FOR IMPLFMENTATION OF ALL SEDIMENTATION AND EROSION CONTROL MEASURES SHOWN ON THESE PLANS. THIS RESPONSIBILITY INCLUDES IMPLEMENTATION AS WELL AS MAINTENANCE. ANY CB TOP PROPOSED CHANGES TO THIS PLAN MUST BE APPROVED BY THE ENGINEER AND/OR THE PROPER LOCAL TOWN OFFICIAL. 6. ANTI -TRACKING APRON SHALL BE INSPECTED REGULARLY TO ENSURE PROPER OPERATION. STONE TO BE ADDED NOTE REMOVE CS GRATE. PLACE FILTER FABRIC, R PLACE GRATE TAXING CARE NOT TO 7. EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE INSTALLED PRIOR TO CONSTRUCTION, WHEREVER DAMAGE FILTER FABRIC ANCHOR REQUIRED. WITH STONE OR EARTH PILE. 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 A�CH BASIN GRATE RECEIVE MULCH AND TEMPORARY SEEDING IN ACCORDANCE NTH THE SEDIMENTATION CONTROL FOLLOWING RECOMMENDED APPLICATION RATES: NTS MULCH. RATE. HAY OR STRAW 90# / 1000 S.F. Q_)j TEMPORARY SEEDING- RATE: PERRENIAL RYEGRASS 1.0# / 1000 S.F. 110� ADDITIONAL EROSION CONTROL MEASURES SHALL BE INSTALLED DURING CONSTRUCTION IF DEEMED NECESSARY 12' MIN OR ORDERED BY THE PROJECT ENGINEER OR THE PROPER LOCAL TOWN AGENT. 11. HAYBALES TO BE PLACED SO THAT STRING DOES NOT COME IN CONTACT NTH THE GROUND. 121. CONTRACTOR SHALL PERIODICALLY CLEAN CATCH BASIN SUMPS AS REQUIRED DURING CONSTRUCTION. Do6j;� Door D a Doc, poo oc 13. AN APPROVED EROSION CONTROL BOND IS REQUIRED BEFORE THE START OF ANY CONSTRUCTION ACTIVITY. 30000 OooOC 1 00 00 00"4 S?"O 10 st a 14. THE CONTRACTOR SHALL SPRAY WATER OR TEMPORARY DUST CONTROL MEASURES AS NEEDED TO ACCOMPLISH 00000""" 6.1 0 a a r., 0000 CT D O.T. 2" STONE TO BE PLACED CONTROL. MECHANICAL SWEEPERS SHALL BE USED ON ROADS WHERE NECESSARY TO PREVENT DUST BUILD UP. noon, 0000 OVER FILTER FABRIC MATERIAL Z 0000000 000 M 00000 coona 00000 0000 SEE SEDIMENT AND EROSION l000n CONSTRUCTION SEQUENCE 0000 SHEET FOR PAVEMENT WIDTHS if) 30000 0 013 0000C 130CICID 0000 0 a In 0 1. PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR AND THE OWNER SHALL HAVE A PRE- CONSTRUCTION 00 00130 0 MEETING WITH THE TOWN OF SOUTH WINDSOR. 0 Ono i 0 0 2. THE SURVEYOR SHALL STAKE -OUT THE LIMITS OF CLEARING AND GRADING. 00 Door), a 0 a a C, o 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. EDGE OFPAVEMENT THRU STREFT 4. INSTALL EROSION AND SEDIMENTATION CONTROL MEASURES AT LIMITS OF CLEARING AND GRADING. ANTI -TRACKING APRON 5. CLEAR AND GRUB AREAS AS SHOWN ON PLANS AND AS DELINEATED IN THE FIELD. N.T.S. 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 DETENTION STRAW BALE BASIN INCLUDING OUTLET STRUCTURE AS SHOWN ON THE PLANS. IMMEDIATELY STABILIZE SLOPED AREAS WITH HAY 1. EXCAVATE A TRENCH 4" DEEP AND THE MOTH OF A 2. PLACE AND ' STAKE STRAW MULCH OR BY HYDROSEEDING. SEDIMENTATION AND EROSION CONTROL MEASURES ARE TO BE INSTALLED AND STRAW BALE BALES. TWO STAKES PER BALE MAINTAINED AS CONSTRUCTION PROGRESSES. THE DETENTION BASIN IS TO BE STABILIZED PRIOR TO THE DISCHARGE OF WATER TO IT -BINDING WIRE OR TWINE 8. INSTALL STORM DRAINAGE. PROTECT TOP OF CATCH BASINS NTH HAYBALES AND FILTER FABRIC .11ir AS SHOWN IN THE DETAILS. W7STAKE 9. INSTALL REMAINDER OF SITE UTILITIES. 10. PREPARE SUBG AD 0 PAVING AND UR ING AN R ARE DIS UR A AS -5/8' 3 - PACKED STRAW 11. PLACE PAVEMENT, CURBING, AND LOAM. SEED AND MULCH OR HYDROSEED ACCORDING TO SEEDING SCHEDULE. B, 1 - 1 /2' PLAN VIEW COMPACTED BACKFILL 4. BACKFILL AND COMPACT THE EXCAVATED SOIL AS 3. WEDGE LOOSE STRA 'W SHOWN ON THE UPHILL SIDE BETWEEN BALES TO CREATE OF THE BARRIER TO PRE - A L;ONIINUOUb BARR VENT PIPING. M7 "'MW WATE RE ILR 11 L111111H.H1 I BOTTOM OF DRAINAGE WAY PLAN VIEW A A NOTE ELEVATION AT POINT A SHOULD BE HIGHER THAN ELEVATION AT POINT B. CROSS SECTION BALED HAY OR STRAW INSTALLATION N. T� S. %iiINTll I/AnlrC' GRAVEL BASE 12" DEPTH AFTER COMPACTION PLACED IN TWO COURSES CROSS SECTION BITUMINOUS CONCRETE DRIVEWAY 2" SEE NOTE ESTIMATED START DATE FOR CONSTRUCTION FALL 1999 ESTIMATED COMPLETION DATE FOR THE PROJECT - SUMMER, 2000 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) AT THE RATE OF 3 TONS PER ACRE OR 135 SEEDING DATES: APRIL 1 TO JUNE 1 AND AUGUST 15 TO SEPTEMBER 1 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 SO. FT. OR 10-20 TONS PER ACRE. SEEDING DATES: MARCH 1 TO JUNE 15 AND AUGUST 1 TO OCTOBER 1 APPLY ONE POUND PER 1,000 SQ. FT. OR 40 POUNDS PER ACRE WITH ANCHORED HAY MULCH FWSS14 GRADE P V. lwwrli� P V.C. 813-0 4,1.P.VC C. PIPE "', Rv. 4, S -AGL IN L) q t PARTLAL, BOTTOM VIEW N.T.S. NOTE: LeBaron LA0910 CLEANOUT & COVER FRONT PARKING AREA AND DRIVEWAY TO BE 3" THICKNESS REAR PARKING AREA AND REAR ENTRANCE TO BE 4" THICKNESS 860-291 8755 PROPERTY SURVEY/RESURVEY PREPARED FOR- SHEET GRAPHIC SCALE 40 0 20 40 esign P TAL32 Lot 31-32 Commerce Way, L.L.C. (prof essionals. inc. 1� I 0A nOA LJAI. i;)A C) 1A IT?jDAI 11 A n ,1 Aft-10 10 AM U7.,,,,,, IN FEET I inch 40 ft. 7 ur_ V1 V. I I /I I 1XI A Fri V. I I -I 1 11- Lrl 1v. I I V�/ I% I r k�"kg V ky (my TE: JU ly 6 1999 I Civil Engineers Planners - Surveyors CIS d08 NO.: -98-1127 DA South Windsor (Connecticut 165 south satellite road south Windsor connecticut 06074 DRA WNG NO. 1127det 0, Plant List El \ IDl Name Size Go>rn wIds / \ AU Anctostaphylos uva-ursi Bearbdry 12"-18" spr. 38 cont, \ BW B=us x microphylla 'Winter Gem' 'Winger Gem' Boxwood 15"-I S" six. 40 cont. �xt� G \ DCM Daphne x burkwoodil 'Carol Mackie' 'Carol Markle' Daptu>te 18"-24" ht. 8 corn. � l:PN Fraxinus pennsylvanka 'Newport' 'Newport' Seedless Cueen Ash 3"-3 Yz" cal_ 6 B&B \ HF Hosta `Frarxaes Winlarns' 'Frances Wililams' Hosta I gallon 6 count. / / \ \ \ HA Hydrangea arborescens -Annabelle- 'Annabelle' HydmiSea 1. 8"-24- ht. 2 cont / -\ k�- — HQ Hydrangea cluen.Xdia Oakleaf Hydrangea 2 1/2'-3' ht. 1 cant. VA llex x meserveae 'Blue Prkx ess' 'Blue Princess' Holly 2 1 /2'-3' ht. 6 cant \ IV Ilex verticiltain Common ViVftrberry 2 lh'+3' ht. 10 Cont. / / \ \ \ JVS Ilex ved Ulata 'Reed Sprite' 'Reed Sprite' VIMt�erberry 2 a' 3' ht. 8 cont. \ \ MS Malus 'Snowdrift' 'Srxmddft' Crabapple 3"- 3 IA" cal. 1 B&B, specimen / NN MP Myrka pennsylvanica Northern'` Bayberry 2'-2 )Iz' ht. 15 coat. / / LOT 31 \ \ \ MF Narcissus 'Ion► Follies' 'be Follies' Daffodil -- 200 butts. (Fall planting only) PN Pinus nlgra Austrian Pine 8% 10' ht. 16 B&B N/F JFI A SSOCIA TES INC. LOT #6 / 4 \ \ / 1 DCM �,\� 3 80 HF 1 / 1 H A HF 20 \ N/F / / / / ' \, 100 \ CONDOR INVESTMENTS LL C / 4 \ ss \\ LOT ,30 / MOWING STRIP / / / 1° R9ti 4 FPN 'IN I., \Q � / 1 4 X00 IN, \ \ 6 . es IN,\ \ 14D t \ / / M S / %K NNNN/ FP NNINNN, 1\ IN, a PRESENTLY / \ E NG / ,yo, \ ON MENT /gip / / / UNDER � \ CONSTRUCTION / MOWING STRIP / $ LOT 33 CONCRETE PN 0/ / LOT 34 / DUMPS ' PAD do / XlsTff4G ENCLOSURE N/F DANIEL & MARIE ONOFRIO lCONCRETE/ ° .. i / / \ O° // LOT 32 _ ,, ° / Lor �7 3 FP IN, - - / \ °3 \ if- LOTS 35-3 \ , 00 \ 6 . ' " M P ry�ti / 3 \ \/ / J & M GRINDING N/F v rr- PN \ / DANIEL & MARIE ONOFR/O v . / \ OT ,# L 8 •----/'- LWL 66/ WL 63 ! .♦ \ ` / �� ,.P A R T F� I R . \\\ \J EXI�DIG WL 2 ' PARCEL B TO BE / •♦ COMBINED WITH -� WL 6 \/Its LOT 42 / /WL 69 / WL \ / 6X .♦ / 5� 2�g6 % 2 WL 60 '. 29 '♦ / 33 L 30 2 0 EXISTING \ % P WL 31 L' 34 L 32 - - - �/ /�: LOT # 9-10 \ \ �s\\S\ �^� `� • 9•, N/F \ \ JFI ASSOCIA TES INC WL 58 \ r - r • WL 21 \ \ WL WL 55 / ♦. Bruce A. -• \ _ r \9�°° ,'• WL 2 57 / �7 WL 5 . ONNN\ F N �. \ • 9 \\ � •WL 19 53 WE LANDS \ \ D & L CARON, L.ts.1. C. 51 L 2 BU FER \ WL 18 \ •♦ 50 • N/F IN, \ WL 49 • \ WETLANDS 30 MA E TOWN OF SOUTH WINDSOR. WL 1 24" MAP BUFFER WL 16 \- 48 \ WETLANDS L 47 , MAR \ Rnl)NnARY � \�� - x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY o M 1 O LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD e 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 1 10-17-2000 IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE r V' y r _ rx . �8 77 sM1,�R a C f k 4 t a t r . r yyam. ♦'". i T r � •..( 1r f •Y1 Jt, Z REVISIONS GRAPHIC SCALE 40 0 20 40 80 change order RA ( IN FM) 1 inch = 40 ft DESCRIPTION BY ENC PAS r N /F neely Real Estate, L.L.0 PRESENTLY UNDER CONSTRUCTION PLANIMETRICS Landacap* An'cltitacta • Davalopmont Cot�ulttng Planning 6 Zoning Consulting 06 ft wbtry Red Awrb Cr 06= Pbsna (Nw 677-4zs7 Fez folio) 674-2M / N/F EXISTING ROSERT L HOYT I.11 LOT 37 PLC AM70HO PLAN DESIGN.• RA I DRA NN.• MHA I CHECKED: RA ✓o>e No.: 98-1127 1DA >F• 8-17- 99 DRAWING No.: C.• /1127/1127LP. DWG SN r •d .y5 • tl- ..1 ..�:.. .rep... rt �• • • y r 9t t } f : to _. .. _. !-.. V + tJ to . w4 a - I!'. ,. .. - -a-.. .6• r:. }., - :.,. ... �!. d :0 • "i K P . t er t t. ,,: a .., ... .. . A .. ... 1 ., � ..., a .. •. .. .. ,. .: ... + , .. _ ..... :. . `tee ."t R i... _ , t, Y . �r .. :_ , ., _ � . W ' •,. ,. , � „tom'., . a jyn., A •r rt z .,.. � .. .. a -. -.> . � fi. >,.. _,-. .. xr, 'c , ,i,", � 7tr . 1 ,4� ,r. « fib , t s4i' .. e, ',R Fixture wait be by Kim L(ghdng.tnc 'Site Lixhtfo►ms' cast aluminum lighted bollard. Style: SL3 Color Black 10 watt Hlgh Pressure Sodium. 4Z" height. 8h' 8- �•[ 3 n' I *36-V4 ove'4f 'xi gh: _ available ^,onsf/I Kim wrosentstive Punary Boll Lighl Cr la Lhroc(;on 429/i'* 371/2' 1 i9ttt � .j Center i I t+t;ignt �"f �- 1 Base Fun 161 I'oured Concrete footing Fixture must be grounded in Accordance with local code- 1 O * "'It ink Fixture shall be by Kim Lignting, Inc. The Entablature'", ET model . Peaked entablature. color- • Pole and fixture- Stack • Entablature: Black 250 watt High Pressure Sodium Otscribudw type IV 4' square aluminum pole, 18' height. caned Concrete foaling xture must be gtwnded ir. :cordance with local Mode. I Z� O;-4 SRe-Li ing- Pole I-- Roof overhang or IDrip -line 3' nln_ depth rot nd aecerativc pebbles (color to tx approved by Landscape Archftect) Biter Fannie Slope to drain 3/ 16- x 18' Ryersonlm steel edging ( install per manufacturer s Instructions) Finished grade of lawn or plant bed t uV B"ADL Al to 1, ri,TjE _ 0 PREPARED FOR 31-32 Commerce Way, L.L.C. R24 Commerce WaV SOUTH WINDSOR CONNECTICUT SHEET 1 Y: 'i- r 1 •.tt w F H hr • i t � 1 a P v : 7 t f y+ r i S+ 7 4 +r � S F .., �',..:'v- 'lot ,i ^ -�`, •V.Sr � ts� '..,.�..._i.�i�!'.,_S'tt•�9is?��kr.'�1-s_•:-w...v..n�iieia%4i.�.,.. ...,r4�r_�'lh..._��•`� •.G�«.i:__,..+.��_...m.....�4. .- , WIF", n Ik -f, 4-1,7 T6 k r 0`1 �l : . 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