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HomeMy WebLinkAbout99-45P_MICHAEL FINNEGAN ELECTRICAL CONTRACTING CORPORATE HEAD QUARTERS SITE PLAN OF DEVELOPMENT_COMMERCE WAY_ n ,.c.• -T,.:'9A►-. .,-".—:� -...c -�: , .7; ,,,^f`.. -.. �.-•t .•—t :"r..•..r^3 r .t.; a qd:,, -a ::.�-p, ..,.,.Ky„'•. -,."t" .•gipM .� '!�TP:3""t."•` v r..^r Q. 1R+. •.A'.°.:r ,,.i•. ,. ik.t ,i ...i' .'�'�'+ r :M� r �• ;f �.' �a C,.. a �� ,.> a: �1.nF:? i :< y t.. ILv prepared by: Jgn essionals, 165 South Satellite Road South Windsor, CT 06074 (860) 291-8755 FAX (860) 291-8757 NOTES Finnegan Electrical Contracting CORPORATE HEADQUARTERS SITE PLAN OF DEVELOPMENT ��%�L�R'C'L WAY ���CJU ' �� L�� WH'NDD3 C �� �°sON N�C��C T /A, AU"CONSTRUCTIOIV INC. GENERAL CONTRACTORS THESE DRAWIN615 ARE THE PROPERTY OF DESIGN PROFE5510NAL5, INC., AND HAVE BEEN PREPARED SPECIFICALLY FOR THE OWNER/APPLICANT FOR THIS PROJECT. THEY ARE NOT TO BL USED FOR ANY OTHER PURP05E OR BY ANY OTHER PERSON OR FER5ON5 NOR REPRODUCED IN ANY MANNER WITHOUT THE EXPRE55 WRITTEN PERMIS51ON OF DESIGN PROFESSIONALS, INC P.O. BOX 973 MANCHESTER, CT 06040 Telephone: (860) 643-5888 Facsimile: (860) 645-0897 THE5E PLAN5 ARE INVALID UNLESS THEY BEAR THE ORIGINAL 51GNATURE AND IMPRE55ION 5EAL OF THE PROFE5510NAL ENGINEER OR SURVEYOR. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-3008-1 THRU 20-3008-20 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 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 FIELD SURVEY MAY DISCLOSE. TO THE BEST /KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON 12882 RICHARD P. MARTEL LIC No Robert C. Schechinger, Jr. ASLA Landscape Architect The Turbine House 10 Front Street " P.O. Box 246 Collinsville, CT 06022-0246 Telephone: 860-693-1025 Facsimile: 860-693-4832 y OWNER/APPLICANT SECA, L.L.C. 400 CHAPEL ROAD SOUTH WINDSOR, CONNECTICUT 06074 TEL. (860) 282-1922 121— 31 i x SOUTH "NDSOR r-N1njniF1=.IRING DEPT. MAP LOT N/F ABUTTER LIST 121 9 75 COMMERCE WAY JF1 ASSOCIATES INC. 10 75 COMMERCE WAY JFI ASSOCIATES INC. 11 48 COMMERCE WAY ONOFMO, DANI£L & MARIE 14 124 SULUVAN AVE. SOUTH WNYDSOR, TOWN OF 15 359 BURNHAM Sr. E. HAIRTFORD, 06767 D&L CARON, LLC 18 854 FOSTER Sr. COMMERCE WAY ASSOCIATES LLC 19 154 COMMERCE WAY HOYT, ROBERT L. 20 154 COMMERCE WAY HOYT, ROBERT L. 21 140 COMMERCE WAY J&M GRINDING INC. 22 140 COMMERCE WAY ✓8'M GRINDING INC. 27 121 COMMERCE WAY GREEN, W UJAM P. d COLLEEN J. 28 180 GOODWIN Sr. E. HARTFORD, 06108 B&W ASSOCIATES 29 145 COMMERECE WAY O&W ASSOCIATE'S LLC 30 145 COMMERCE WAY BXW ASSlK'1A7FS 31 780 PROSPECT HILL RD. WINDSOR, 06095 THE REAL GROUP LLC 122 17 RYE STREET STATE OF COVN£CTTCUT 153 3 452 MAIN ST. LEVACK, HARVERY & ROSEMARIE 4 452 MAIN ST. LEVACK, HARVERY & ROSEMARIE 5 452 MAIN Sr. LEVACK, HARVERY & ROSEMARIE 6 350 CHAPEL RD. CONDOR INVESTMENT, LLC 7 350 CHAPEL RD. CONDOR INVESTMENT, LLC 12 24 INDIAN HILL STREET E. HARTFORD, 06108 ANNUNZIAM, DEVISE PARCEL A 124 SULLIVAN AVE. SOUTH WINDSOR, TOWN OF 1 2 3 N L1 Al Z&.ft Data sloa ZONE: INDUSTRIAL (1) ITEM REQUIRED/ALLOWED PROVIDED Lot Area 20,000 s.f. min. 30,000 s.f. Lot Width 100 ft. min. 100t ft. Lot Depth 150 ft. min. 300 ft. Lot Coverage 50% max. 22% Impervious Cov. 65% max. 63.9% Building Height 40 ft. max. 1 STORY/25' 3" Bldg. Stories 2 max. 1 Front Yard 35 ft. min. 90 ft. Rear Yard 25 ft. min. 100 ft. Side Yard 10 ft. min. 12.5 ft. PARKING REQUIREMENTS: Parking Space - 9' x 18' min. Use (Industrial) - 4.5 spaces per 1000 SF Office 1 per 1250 SF of Warehouse - Building = 6,600 SF Office 2,100 SF * 4.5 = 9.45 4,500 SF Warehouse = 3.6 13.05 Spaces = 14 spaces Provided: 16 spaces with 1 Handicapped SHEET INDEX COVER SHEET PLOT PLAN TOPOGRAPHIC KEY MAP PLAN SOIL EROSION 8c SEDIMENTATION PLANTING PLAN ARCHITECTURAL CONTROL PLAN D: \JOB\I228\I22bcv.dwa DATE: JUNE 1"1, 41q SHEET 1 1 • :V ? ,:I F .d i.• f -n' f mm_i� h^of '.; IF�f Ise F �y tt 4- 1 4 r a d . ,. h • lf' fair'! �' �.6 r.. _ Y.! f,..1E•.. 4+ .. `�. t'Y' -!. ..,.. -out* o tt*.' oh -. .t .•yr.� ;r LTO UIt2 0/C S_ Ouvz +Ull/7Ca/.1!J-< �y, / 1',41) gla d MAN AVFWt4• - SU1iH tbY1t}SLiq C I OW /4.7 A16 \� ~hru.Ce�= AulJ1 COOL BGQ•6K<^� i 1 FAX 86tVb44.3/81 July 14. 1901) (T_R11FW,D hlnn SbCA, LU' 4W(awpel Rual, Unit lA South Wirwivu ('f (i oO74 real Madam/Sir Re Appi 91) 45P, Finnegan faccenc Site Plan We are pleased to xlvise you that the Planning & lotting ('ouimission votni no July 13, 1999. to approve with ntod,liuumw the above ,relcrenced afiplicala,n for a Sitc Plan of IhvclofsnIc t i'his aflfiulval Lt for the Orinstrw.tion of a 0,600 ul It, italtitvtaf rncdity on prnperry located on lot T1. (.umnxrtx Way, I tone, its a►r,Ywn fin plates pfcpared by lk-ztgp Ptufesselm la, Itrt.. )oh No. 99.1228. dawd June 17. 1999. as tevtsal Thin approval 6 iubiect to the (ollowutg cuxtificauons- I Prior m commencrnieirt of any site work, a mccung nuto bic held with I'own Stuff 1 No building petmu will be issued u iol the final mylars have been filed in the'Tow'n t'leric'c office I ibis 4gftaiwn :s sutyt:tt to the conditions of approval of the Inland Wetlands AgencyWonsrrvanrm ('nmmusion, iliclutlnlg a hand In the atruluat of $1.0m An AA4xtibt plan is ,Y limed prwr w iewaruc of a Ca lificnic of CAI uporuy per S+ eIlon F 1 14) of dic 7wxunfr, Rcgulanotr 1. Rioting 4rtnis arc nYftnted it Ihr building hu. •r basrairtu 0. IANdsuupC bond W the AMOuut of S2,li(Xt is nxfvrnd anal umsi Ia• Suhmuted ptiot to filial; of mylars 7. All plans me d In the field by tlx: devclopci must hear the sawup mil riutltnncart signature of the Town of South Windiior 9 WN'A appiOval is rctfum:d 9 I:tp(mt emir c:oetan••oty of t"'24N9 must tie addressed to the Tu %m lizijinccr', satisfaction 10 The following Ardhncctural Design Rcv:Lw Cnni nhtee comments ,nust be addrem�ed. I Full cat off Watt pact, to he axed on the building 2. Ligining on Tlx: siguage shextld he down4it BLick and white nansparctn raykirs of Shm #2 will the above modifications, together with three bhteprinE (Xrms of the entce act of pLin, roust he submitted to tim Coo msewrt within .14) days to be stampLd and signed 111c Icurrs of approval of thu Cnmmmion as well as the Inland Netlaoiis Agency/Coosrrvauou t'unian:snm mutt he reptoduLttl oin dre aaylars After tic my[= iia(c been agncd by the (:unimistaon. Ihel will tx' rei:unetl to you for filuig in the (,office of (tic Town Clert. After filing these plans, a copy of the reu:Iri muse be submi tad :.r the : l tnr,itif; DflnrtnrnI saic rely. .t! a19W,4,i ir\ di.-Y Suc I-arscn, t'hairpersoa Slidw cc• Town 1--Inginnu Chicf Buiktmg Official Actetsor S<iperiniendent of Potlutum Cururol Fue Marshal Perez DeMallie, Design Profmiunals, inc S + } w f t .0 J 1: , �a W :"M I 'r1 E a .y�2V . R v -'4' xi 5 L "l n '7 4 r •q A 1 � y T. 1 X. � 1 q.� !+�� yy 4 ✓ Et - 1 0. 'n�'ty Y +� V i. �i i t s 4� i ��'r-. �.�., S -.v� i�' . r k Y z� i >r `� � A 4 � F'+ i 1� f , b r� . �• $ Etr M �. a n v xx • 3r , r. t _ x . t .r, ti • z'' LEGEND O IRON PIN TO BE SET • EXISTING IRON PIN a MONUMENT TO BE SET 11111 EXISTING MONUMENT 20' ACCESS_ EASEMENT IN FAVOR OF LOT 32 do PARCEL B N/F D & L CARON L. L. C \ LOT 32 / I i/ 20' f l_01 a.3 a / / PARCEL B / 20' STORM DRAINAGE EASEMENT IN FAVOR OF TF {iE \` / TOWN OF Sou 1 H WINDSOR ,� �Ao O / / CONCRE'ia v PAD ` �elr� ECG / p GATE IARE,,4 = 30, 000 sq ft LND OF /AREA = 0.68 A do PAVEMEN / UM DPSTER P / : toy / 8' N FENCE LOT 34 SAP/ P^� LAS PRIVACY Q Q N149.15'49"E % / ` 7s PS 0, c�yp A�rx 20.00' / 00, 4, 1� i / PARCEL B / ! PARCEL B TO BED°- ��� LOTS 35�-36 �� COME31 N ED 'WITH °000, �� N/F LOT 4 2 � e. \ J& M GRINDING !!�/� N/F r 4 � D & L CARON L. L. C, �r T EXISTING E REFERENCES: 1, "PHASE II-JOHN FITCH INDUSTRIAL CENTRE-SULLIVAN AVENUE AND RYE STREET --SOUTH WINDSOR, CONNECTICUT". SCALE 1"=100', DATED JAN. 1987,'t i4p, REV. TO NOV. 17, 1987. PREPARED BY LUZZI ENGINEERING AND SURVEYING,,,,", a 2. "AS-BUILT-JOHN FITCH INDUSTRIAL CENTRE -COMMERCE WAY -SOUTH WINDSOR, CONNECTICUT". SCALE 1 40', DATED JAN. 1995, SHEET No. 2 OF k , 2. PREPARED BY LUZZI ENGINEERING AND SURVEYING, 3` 3. "SANITARY SEWER CONSTRUCTION-SULLIVAN AVENUE AREA --SOUTH WINDSOR, CONNF:CTICUT-RYE STREET 0+00 -TO 20+00". DATED DEC. 1972, REV. TO JAN. 2, 1973, DRAWING No. 24-- A. PREPARED BY JAMES S. MINCES AND ASSOCIATES. 4, RESUBDIVISION LOTS 30, 31 THROUGH 34 & PARCEL "C" PHASE Ii JOHN FITCH INDUSTRIAL CENTER SULLIVAN AVENUE, RYF ST, COMMERCF WAY, SOUTH WINDSOR, CONNFCTICUi SCALE 1"=100% DEC 1989, RFV FEBRUARY 7, 1990 PREPARED LU1,.ZI ENGINEERING & SURVEYING. 5. PROPERTY TO BE CONVEYFD TO S1ATF: 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 E.l4GINEERING AND KURVEYING, R• REStjRr)IVISION I.OT 4? TO I.OT 42 Ar 4?A PROPF_R TY Of 1) It CARON, 1_I C., 85 RYF ST., SOUTH W1I10SOR (,T S(.ALF 1"• 100', ,il'l 23, 1998, PREPARED BY UFS,IG"j F'kOF L _) iIONAI S, INC N OTES: 1. ALL. MONUMENTATION FOUND OR SET iS DEPICTF"D 14ERF-ON 2. HORIZONTAL DATUM: MDC. 4 3. VE_FZTICAL DATUM fAKEN FROM TOWN OF SOUTH WiNDSOR RECORD SANITARY SEWER DRAWING 4. 1VC FLOOD Pl./11N OR WETLANDS ON THE SITE. 5. 1-01 #33 AREA IS 30,000 sq. ft., 0.68 Acres. 6. LOT 34 HAS RIGHTS TO DRAIN INTO DRAINAGE SYSTEM�rd'. ON LOT 33 AT 'YD#1 (SEE SHEET 3 OF 4) 7. LOT #33 HAS GRADING RIGHTS FOR AREA SHOWN ON LO7 34. `TUa-1n 0/2.. o1d4 ` &IL1 tat, " Vi,10 SULLIVAN AVENUE - SCUT►i WINDSOR. (;ONN" 06074 \tit afar "',•? AREA CODE 203/644-2'5I1 July 15, 1999 Mr. Petei ik-Mldhe Design Protcssion:Jls, Inc 105 South Satellite Road South Wintisor, (T 06074 RE: Finnegan Electric headquarters 130 comrncrer Way SOi1Tll WiNDSOR, Cr Dear Mr. DeMallie: The South Wmdsrir Water Pollution (control Authority, at its special nxxXing of 1111y 13. 1 km, F,ave approva: for the connection to the Tow is sewerage system of a conunercial building At 130 C'omnlrree Way, as inurespecifically shown nn plans entitled "Michael Finnegan Electrical Contracting - Corporate I leadquarters - Site Plan of Development - 130 Commerce Way - South Windsor - Connecticut" prcpaml by Design Professionals, Inc., South Windsor, CT, Job No. 99- 1228, Sheet 3 of 4 (Topographic Map) dated 6-1a99, no revisions, and sut?jat to the following conditions: I. 'I'uhnical approval of the Town Nngineering Department 2. Final Authority approval and acceptant of the sanitarysewerage connection will be liven once the sewer line has been installed and inspected by the 'Town staff, :rod based upon the written verification (if the Town %tafT that said sanitary sewer line was installed in substantial conformance with the design plans previously approved by the Authority. and meeting all Timm regulations and appropriate technical specifications relating to sanitary sewer construction. 3. A $2,500 connection charge shall be payable at the time of connection. 4. Applicant shall provide a detail at the connection between the new force m+vn and the existing lateral. 5. This approval letter roust he superimposed on the final approval plans. Very truly y(iut1, r Thons: li own, Chairman Water" Pollution Control Authority '11f:rl C(, Matthew C'rall igan, •I'irwn M,% nager Michael J. 0antic•k, I )!rer&of of Public Wurlcc Jerry l.vzetta, Towr• ► vgincer Man -in Bam ich, Ditectca of Planning John Collins, Chief 13:iilding inspector SEC'A, I.LC- `%Crrun ale SOU9.Z `d&Z4C&1t * 1s40 SULLIVAN AVENUE - SOUTH WINnSon CONN rNtn74 `�14�J,�,4•' RHEA COOL- OW / 644-P5 11 July Certified f9P462498013 SECA, I..L.0 400 Chapel Road Unit 1 A South Windsor, CT 00074 Dear Madam/Sir: At the ,fitly 8, 1999 regulat meeting, the inland Wetlands Agency ,11Conservatiun (commission approved application #f99-45P - Finnegan Electric - Conservation plan for the construction of a 6,600 square foot Industrial building on 30,000 square feet, located on Commerce Way lot N33, i zone (Assessor's Map sl21, parcel 02.4) This approved is subject to the following conditions 1. One blueprint copy of the entire set of plans and this letter reproduced thereon, must be submitted to this Commission. This inust be .;vxnpleted within 65 days of approval prior to nny construction activity on the site. Plans submitted to Planning & Zoning Commission shalt be considered having met this.., requirement 2. The application *hall 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 Juiv 8 2004. It is the landowncr(s)/applicant(s) responsibility to track expiration dates and notify the Commission of a renewal request at least 65 days prior to cxpist%tion. 4 All approvals required must be obtained and submitted prior to any activity on the site. �l i .t{�YSt ` t ) . • :` � �., r -Y r , ♦ ` -A•. rf i �,'x's '.l! t'�R, {y� 1k1 S A corr.taCt. person shall be identified on the plants. , �' 0' i } ,�1iaa `�la• < b. A build in the amount of $1,000.00 be submitted to the Planning 86 Zoning C;omiuibsion to ensure compliance with the Erosion and Sedimentation Control Measures, Very truly yours, INLAND WETLANDS A0ENC:Y/ CONSERVATION COMMISSION r..1i-nh..ti, A w...-.-.-., EA W dr cc: Chief Husldiag Official Planning & Zoning Commission Town Engtncer o 4 i 0"\LtSS OTHERWISE NOTED, EXISTING utiOlY VISIONS 7"IS SURVEf AND MAP HAS BEEN PREPARED IN A(:CCROANCL vWTH SECTIONS 20-30Ub-I THRU 20-300b-20 860 291 155 1 1 t• •, � 8 RESURVEY i. ROPERTY SURVEY PREPARED FOR- SHEET N I.00A,IGt6 AS SHOWN, ARF BASED ON AVAII-ABLE - - �- -- --- - OF THE REGULATIONS OF- CONNECTICUT STATE: AGENCIES -- "STANDARDS FOR SURVEYS AND MAPS IN THE c P ltJFCRt.tATItNJ. ALL EXISTING UTI(.I TES SHOULD I _ _ STATE OF CONNECTICUT" AS ENDORSED BY THE CUNNECi1CU1 ASSOCIATION OF LAND SURVEYORS, INC. THIS GRAPHIC SCALE I- //�' v BE FIELD V':-RiFIED PRIOR TO CONSTRUCTION. 4 7-28- 1399 Gracing Easement RA SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A--2 49 0 ..0 40 80&rof esign SECA L.L.C. d; 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD } I_yt-gy Approves Letters RA TO THE BEST OF MY KNOWLEDGE AND BELIEF, MIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. • • BY A LICENSED LAND SURVEYOR PRIOR TO ---- L essionals ins •� �o 2 CONSTRUCTION. 2 7-tb S9 ` W. COMMENTS RA — ^--^ -- ( IN FEET) , f ` DESIGN: RA DRAWN. RA CHECKED: R✓A 1130 (Com l�c�iircei C� EV 3. THIS PLAN IS INVALID UNLESS IT REARS THE 6-30 99 LI Adc Lighting RA 12882 1 1ncla = 40 ft. ,1iJB NO.: 99-1228 DATE.' 6-16-99 IMPRESSION SEAL AND ORIGINAL SIGNATURE — -i ----- I Civil Engineers • Planners • Surveyors - CIS _ _ 4 OF rHF PROFESSIONAL ENGINEER/SURVEYOR N0. DATE i DESCRIPTIC;N (jy RICHARD P. MARTEL TIC No 165 souttl sateillte road south wndsor cunriecticut 06074 DRAWING NO.: 9912288 South wIlIDb�lr Connecticut Ak T r m � i^ '•s a «�'' •d 'Ti Z r ,. s ♦ i F -.y Y SF /r e M '�1 L 5C ': 'v . - . ; � ,., ' . ..' Er,.,.T * � i �x ..`� 4+::+;' rJ�`,. �.r �eAd- ;. .;' p .,,�F f .kt a'��'. �'$-•q_ w g ,t _ - i s .'�'!i� 1� ._ � . r:Y ... R :.._ yJb! r fJ'.i M. .`.:.. . .. . ..•.4"" i. 3 iM1I ..?��""'" `''�•r 1 �t ���:.�"F': .. i:V �Yh+i'...:.._w,'�T.'��R.S .'U.'. I I I I i C(F'1)I IU 1NVl RI rAI+IF': `.FI PROF It I ; I ?'�a>.3 )t•�� ,.rrl dP4�'��e JL. �{�. t a- J. L.� .F, '1.��? � , ff � 1 .'�': ) .g �t. !)a� - y,.,Y")(f:',���'��,' �"T,'Rr;. •'� .-o��.r•..I:.�6;,,. t P• F 4: -PROPOSED GRADE t4 MRS • troxc- I I'llMIN. ' 12' MIAI.. IN. ItlU0000000L)o -0o ��svQ -PAVEMENT SECTION OR LANDSCAPING (SEE PLANS) WARNING TAPE - MiN, 12' MAX 24' ABOVE PIPE APPROVED BACKFILL PLACED AND COMPACTED 1N 12' LAYERS (OR AS UTHERViSE APPROVED) NO STONE LARGER THAN 3' ` SAND BEDDING PLACED AND -,- COMPAr_IED 1N 6' LAYERS NO STONE LARGER THAN 1-1/2'. MATERIAL. SHALL MEET D.G.T. M205 I � / BLDDIM-, ON SU1FABt_F. NATIVE MATERIAL UP / 114' CRUSHED STONE BEDDING MATERIAL. N RLiCK EXCAVATION EIR IN UNSUITABLE MATERIAL AS DIRECTED BY THE ENGiNEEK. MA1 LRIAt SHAI L MEF T D.D.T. M,02.1 f'11P. 324- SILINE . illf BAi KF It L ID PRIN(A IN[ UE PIPE L Willi 3/4' STONE VHF.N USING PIit YINY; ENE OR CPP PIPL STORM DRAIN TRENCH DETAIL _._ _ - - .__-- ------- NOT TO SCALt OPENING FUR EXIST, PIPE H /J B A f 14-X10" FORGED ALUMINUM SAFETY RUNG MANHOLE_ `Z7PS 16"0 C TOP STEP FLOW f T(a PF 4" BELOW FRAME i SECTION A -A I -- STANDARD M.H. F RAME AND COVER e ADJt15T TO GRADE N Ttl MAX. OF FOUR COURSES CK CONC. BRICK n16 110-------PRECA.SI REINFORCEDCONCRE1T MANHOLE ECCENTRIC CONE < REINFORCED CONCRETE MANHOLE SECTIONS WITH u 1. / "O RING' .;OWN T5 v)Ily l i a 5" r 1 �DIAM_ BASED' p �)I<s A --ON PIPE SILF A -- REINFORCED CONCRETE m OVERCAST MANHOLE BASE FLAW - - .171 OPENING FOR EXIST. P;PE \` WIDTH DEPENDS ON PIPE SIZE 6" 3.•4" CRUSHFD STONE FOUNDATION SECTION B-B REINf ORCE D OVERCAST CONCRETE STORM MANHOLE not to 3"'ale 24• FNAY (Y'ENNO B �*� B I LFLOW _ J 000000 nnnnn SECTION A -A Q0O `AM DRAM AMC AM CRAFT MAW 6 CRATE TO ME (SIT DETAIL.) • BWOM FOVNORY MODEL LAM26A xei­-�, AOJJST TO DUDE MIM '+' "r^-^a^�• T`r'�^• MAX OF TW COURSES OF COIC ORR]l CONCRETE 9-Ae lop REDd'op= CONCRE'E - - .MOMHOIOIF.oinN MIN '4' -�•1_- __ 1`191a, _- FLOw Imo_- -._ I9- `/`• -. ___ 4*-0, DIA A ... __REINFORCED CONCRETE 'a MANHOLE BASE li YARD DRAIN L'�- L- ----1 FRAME & GRATE NOT TO SCALE e- )/4" CRUsWD s1DNf FOUNDATION 5ECTiON B-8 PRECAST STRUCTURE FOR YARDDRAIN KIT 10 W if CLEAN FILL COMPACTED IN 12" LIFTS SDR21 PVC; WELL_ GRA C!_EAN SA I 2'-- 0" 1 FORCE MAIN_ not to score o e e 1 UNLESS OTHERWISE NOTED, EXISTING UTILITY ti LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD o iv BE FIELD VERIFIED PRIOR TO CONSTRUCTION tr 5 (A 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR 10 CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. -1" kAll" TOPSOIL AND SLED oa 0 0 n • . r- L 1: r a d;7-'•t . S.,f" H - ,yes i• e f. A "f i N': m .} r ;TM '`�"see>�. t _ , a LEGEND _- o IRON PIN TO BE SET EXISTING IRON PIN V TM" 40M 0 CONCKU SLAT [7 MONUMENT TO BE SET SEE PLAN FOR DWENSIONS o ■ EXISTING MONUMENT EXISTING CATCH BASIN AND PIPE PROPOSED CATCH BASIN AND PIPE 0 PROPOSED STORM MANHOLE a a• a a 0 • . ---- O ~ACTEDSl1BORADE - --,�`- - EXISTING SANITARY MANHOLE AND PIPE •' TIYCK it. PROPOSED SANITARY MANHOLE AND PIPE PROCESSED STONE EXISTING WATER MAIN AND HYDRANT DUMPSTER PAD DETAIL PROPOSED WATER MAIN AND HYDRANT N.T.S. _ x287.3 EXISTING SPOT GRADE F+287.3 PROPOSED SPOT GRADE - -300- - EXISTING CONTOUR AND ELEVATION -[-lg�- PROPOSED CONTOUR AND ELEVATION TF 78.95 `_ IF 78.89 IN 72.24 N) / 71.35 T V 71.06 E, 94}� OTC. 70.t8 SacWg # �\ 20' ACCESS EASEMENT M AT ASIN IN FAVOR OF LOT 32 & TO CURB.(�I PARCEL. 8 / NSF \ //A�_ t D L CARON L. L. \ / 9. 94 & ARO L / / /PRDPO \ / / \ ✓ 79. SIGN 7 J• S \ / 6" LATERAL / �Q- XI'' / LOT 3 2 REDUCER FORRk NOTES: 1. DafM construction to be of Wet material .Mh tint hales abow outlet flow*,*. or mortared cement Gooks ero) weep holes obow outlet ?4v* . 2. See etandard 4etds for Wtch basin trmme ! 9ML44 manhole tram A cow, misc. manhole details• and typical trench seotic 3. Aluminum steps ehw be installed at 12' wt. Intervds from Ur (max) below top of home elevation to 12' (max) above Inside bottom Newton at each access point. A. St.uctum sAWn el H-20 io W,at; rfkerla PLAN VIEW STD. TYPE "C" C.B. 4" 1 Beam (9.5#/Ft) (-- FRAME AND COVER ADJUST TO GRADE WITH MAX (-2'-7� I- CURB LINT j/�� TWD COURSE OF BRICK STD. M.N. FRAME I j AND COVER 10' MiN L 2'-8 3/4' V-10 -- , - 2'-1 5/8" --- --- 2 =tL3- 3/8�- � O DIAM. BUTYL > RUBQERSEAL�( OR EQUIV. 5[HEICNT OF BAFFLE a ,i i/-ALUM EVEN WITH CL OF o / STEP OUTLET PIPE T- _ t� --- 9'-0'- SECTION A -A SECTION B-B SEDIMENTATION STRUCTURE not to scale FORCE MAIN Y v(� 7 7.1 t\ y ;,� Ix \ Rs° / r /x / CE� 78 R \ \ EX.CB AN! TAR \ \ \ IF 80.53 -26 `ACCESS ' / / FORCE I ` `'^4 IN\ 73,28 / EASEMENT IN /� 7 ED p MAIM 9 \ . �� \ V \ FAVOR OF \ 'Ik�\ 4 '�\ v L07 33 &Sv / w" �X \ t78.6 PARCEL B / 1� ,O ¢cnL��O x + NV (E INV r'70.46�V, &S) � ,1 BUN..DINGtAREA OFFICE W2100 aq it X,4 \ JM 1 - FF 79.5 20' )RM DRAINAGE - (�i� / WAREHOUSE 1 / EAS ENT IN F,jV'0 H i� 45M sq Et �o / t � 25' TEMPORARY Tt- OF SOtIiH WINDSOR I , / `� GRADING EASEMENT /rE a LOT 33�� / IN FAVOR OF LOT �r p k 33 ' • SON ETE /v/5 IP D / J,• EXISTING CB--C / 79. / / NV67TO A ©4C Ot\\`r' \� / R. C8 SE 4 I 1 7 UMPSIER PA IV- / \8' HAIN IN FEN LOT 34 ,�j t 77. o PEAS PRIVACY �� \ , 1 N149'15'49"E Ps 1 t r 0. -�4 °O LOTS 35-- 36 \ NIF • / - �/ / >� J & M GRINDING \ IVIF D & L CARON L. L. C. CUT Ales W& XANT VITH TACK COAT A aal "-UWACTEDF CLAas 2 sIT IKINVUS 0 CWTE SWFACE C0LXU ant NTCM EXISTING.. IF GWAtER) M 04 • . __ 7' acoprilcnm rMtumsT" -iTwo"I &W-- Kees, -4 up Pa"Swi rAhAYEL Y _/Arft 01/Q 000ACTED SUMPADE -.-L TIN}1rA 1M X R.L) NS2- WMFK. 1 ellt PFAKrT$n 140I1I)C[) AND COIACTED IN IL• LAYERS Lot AS UTIERV= &WADVED) I- -I T*ETEN NO STW LARGER THAN r ± . Zs mTM SIDE I - TO ICA. NO1[3 =TIOMI L ALL SAW CUT Ales 30"'Tl JOINTS TO K EITHER rARALLCL VEIN. OR KWEN- EC7�tl RI MAR To, THE CENTERLINE OF S i:C T T Y] THE PIPE P 4L NA IIERIAl.S AK TO WFT OW st4A. AS A D"ll TEMPORARY PA%SEXT NOT To wALE PATCHNG DETAL 6 5"-4000 PSI CONCRETE SIDEWALK 1 1/2' R5" I DUMMY GROOVE - WITH WWF 6x6-W4xW4 BITUMINOUS PVMT.� r �`I ` �°� eti„• w o k f l 1 1 �h11K "bS `D .•Il � D4`'PbW"' •b:'b 4 'p ' '•"o �- CONCRETE CURBING • : �• D�,b*.a.b D4 r - 6' PROCESSED GRAVEL SUBBASE o" PROCESSED STONE BASE CONCRETE SIDEWALK SECTION Not TO -SCALE NOTES: CONCRETE SURFACE TO BE SCORED AT INTERVALS OF 5 FEET, WiTH TEXTURED FINISH. PROVIDE EXPANSION JOINTS AT CONTACFS WITI1 EXISTING STRUCTURES. 4 7-28-1999 3 7-21-99 2 7-13-99 1 6-30-99 NO. DA TE REVISIONS Grading Easement Approval Letters S.W. COMMENTS Add Lighting DESCRIPTION TYPP' "k;•J" RTT r IIRR 1 L I\1^ LA I, a,-r VIA IQ NOTES, 1• TACK COAT TO BE APPLIED PRIOR TO CURB PLACEMENT AS REQUIRED BY TOWN. COATING TO BE: APPLIED PER M 04,01.id4, FORM 814 A THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 OF THE REGULATTGNS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTiCUT' AS ENDORSED BY THE CONNECTiCUT ASSOCIA11ON OF LAND SURVEYORS, INC. RA IT IS AN INDEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2. RA TO THE BEST OF MY KNOWLEDGE AND BELIEF. THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. RA RA - - --- - ----- 12882 BY RICHARD P MARTEL LIC. No EP w s T k! 101 rZl , PaVRIMf. LOADII♦:, ANC,H101% 1100 DATA •A•.Z MALL DOIr CAIYWI •CST iA[R •.0 M[t.W' T.A- Wink 'V tftoM SFftA1GNI50LULRE, a T v w, trj , a :'b L .X' G6 2; MA :,e <;b *,,AlbA4 T ,c J f -i I IPA (SO Ft i I„ , I GRAPHIC SCALE 40 0 /120 40 80 1 ``VN FELT) 1 in4'ih 40 tt 6- TO it ff11.OM L_ am SM BM - -�_�• pvt REDUCER SIZED 45 DEUEE MO-•-.\ FO�FORCE MAIN T / WEIR JOINTS 11 FORCE MAIN FROM SEWAGE EJECTOR PUMP IN O' Res - Z,A. y"__ Y. `�y_5/4'BROKEN iRAI>RrAc UIOER BE)O "M to SCJar FORCE AWN CONNF�C'TIOq 4 13/18" STANDARD PRECAS CONCRETE UNIT- TT 3'-1 3/4 - �- 2'-8 3/4' Lj z� i C 7 5/8" L J so � z 5 N 1 4'-0" 8 5-4 SECTION A=A PLAN VIEW 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 If 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. RE SUBDIVISION LOT 42 TO LOT 42 & 42A PROPERTY OF D & I. CARON, LLC., 85 RYE ST., SOUTH WINDSOR CT., SCALE 1"- 100', JUI f 23, 1998, PREPARED BY DESIGN PROFESSIONALS, INC NOTES. 1. ALL MONUME:NTATION FOUND OR SET IS DEPICTED HEREON, 2. HORIZONTAL DATUM: MDC. 3. VERTICAL DATUM TAKEN FROM TOWN OF SOUTH WINDSOR RECORD CA►)ITAPY C�W97 I;RAW!NG 4, NO FLOOD PLAIN OR WE IL ANDS ON TKgilt, D. L 07 #35 AREA IS . so, fill, 0.6,8 Acres. 6. L OT 34 HAS 011GWTS .,J)KAIN INTO DRAINAGE SYSTEM ON LOT 3,3 Al Y'U#1 (S-F-t `HEFT 3 OF4) 7. LOT #33 HAS GRADING RIG►i IS FOR ARF A SI I<)vYt r , J Dt 34, 8. CATCHBASINS 2 & 5 TO BE BOIL_ T WI i W 4' t>L1MP AND TO BE FITTED WITH TRAP PRE DFTAIL 9. CB #3 TO BE DOGHOUSE OVER EXISTING DRAINAGE PIPE, SEE DETAIL. 10. PROVIDE EXTERNAL CONNECTION FOR EMERGENCY GENERATOR FOR SANITARY PUMP. 11. FULL CUTOFF WALL_ PACKS ARE TO BE USED FOR ALL BUILDING MOUNTED LIGHTS. 0 13/16"-� FINISHED GRADE \` 5" 1'-8 3/8- �51" v NOTES: / 3' MIN -- 1. ALL EXTERIOR WALLS OF CATCH BASIN WILL BE FACED, PAINTED fl AND GROUTED WITH CEMENT. - I BRICK LEVELERS °D I I ' T 2. LADDER RUNGS SHALL BE PRO- V-8 3/8• / I b z VIDED IN CATCH BASIN WHERE HEIGHT OF STRUCTURE EXCEEDS 8 FEET -/' 1 3. IN SANDY SOILS APPLY DAMP- PROOFING ON ALL FOUR WALLS. 4. RED BRICK NOT TO BE USED. 7 13/16" r) 5. WHERE PRECAST CONCRETE UNIT IS USED FOR SUMP THE TOP OF THE UNIT SHALL BE AT LEAST L 6" BELOW THE BOTTOM OF THE OUTLET FROM THE CATCH `CLASS 'C' CONCRETE BASIN. L 1 OR PRECAST UNIT S. WHERE MASONARY CONCRETE UNITS ARE USED CORBELLING WILL BE 81--- 3•-O" .._ ^t8 �" �- -- 4'--4' PERMITTED. MAX. CORBEL TO BE 3'. PROJECTION SHALL EXTEND IN- -- 4'-4" -- �// SLOE OF OMITS. SIDE CLASS C' CONCRETE PLAN VIEW - 7. ADJUST FRAME ELEVATION WITH BRICKS 6" TO 12' OR PRECAST UNIT 8. PROVIDE MINIMUM 2'-0" OF SECTION B-B COVER OVER PIPE AT BELLS 9. PROVIDE 6" OF 3/4' TRAPROCK UNDER EACH STRUCTURE AT BASE. NOTES: 1. 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 FEE T. 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 67 BELOW THE BOTTOM OF THE PIPE OUTLET FROM THE CATCH BASIN. a. W'R'4CRE NIA AR t.DN(.RCIC VNIIS ARE USED CORBELLING WILL BE PERMITTED. MAX. CORBEL TO BF 3". NO PROJECTION SHALL EXTEND IN- SIDE OF LIMITS 7. ADJUST FRAME ELEVATION WITH BRICKS 8" TO 12" 8. PROVIDE MINIMUM 2'-0' OF COVER OVER PIPE AT BELLS 9. PROVIDE 6" OF 3/4' TRAPROCK UNDER EACH STRUCTURE AT BASE. TYPE 'C L' CATCH BASiN _ not to $Cole -_- - !] •-' ass I ncrlQXEti PHFfiX LDMft♦;URAT 0!I DiSIMILVur1(i1i ViAiIAuE V �l:>i nM�xu w I,! wp ,. wwows I' N A, J 'S0 OOPS r1p 1 ' SC YF1;Y tr4 t(1DMii 411 -.-j jr• •�Nai r,"A2 •v Tt/lOSTt F'TF CUMF1CAUiIATWM 1591AFi Fj)4 BttP tt,:,rvaP�' U110 Nt+fiLR REP • i4Ydtk PaOX S''`o Tik(lBt: 1' WP wr dE 'tl�l T Din Qf ve Or IV • tr6wi 1 1• tr .. 9 1,00 Q'JO c ")4- % ao-x.lak Clio I'Air. {I WP tbTlilll rnloergesY `Is[l<.A. .Qt.2•J .lai., >. ' DPTWNS -•-� 'rJti •.Valle 1ASICR11. Sint GdV1u* 'N.•10•MMSa1'Meti/F•1 1+1 •. "i•. ....F DtSiTliBliTION - 7 NOTE t. v'. .'F, .z L.tr• ti 860.291.8755j jr RESURVEY 1 70)MIGRnPMn M/1rP Oesign of essionals, Inc. DESIGN: RA DRAI1�! RA CHECKED: R✓A i Civil Engineers - Planners • Surveyors ' CIS "Na: 99-1228 1 DA 7E.- 6-16-99 DRAWING NO.: 9912288 T 6`, scu'r satellite rocia soutl-i windsor connecticut 06074 APPLICATION OF GRADE-, 1'-7 3/81-- 1'_ 8'�-- 1'-1 5/8'- r'- 4'-8 3/4" --i VyT_ CRO,�S- QPE BRICK LEVELERS 1 -1 8 x K. io o 3-5/8-- 1 2-8 3 4 1 3-5/8' K LV t�� NO v"S W MF ZW / OT, tee-+ 'I p'"'`Y '✓1`�>'tM}' oyw }• �r .4�. TJV A , Y �.. '.r• 1: F `CLASS 'C CONC. -- tzJ OR PRECAST CONC. :N " BLOCK I 4-EYCLASS'CONC. a : , t' 1g, Ej�gf:,• -\ 4'-4' 5­4' -�' 4' '3 • ' ' A t ,, <I' SECTION B-B SECTION A -A .) 'L 1x.,' TYPE C)CATCH BASIN °,'� ' - not to scalp fs N; :1A ,'.} .7 STORM DRAINAGE SCHEDULE CB TYPE T.F. INV. TYPE T.F. INV. 1 SED 78.5 74.6 YD#1 77.5 73.5 2 C 78.0 74.36 3 C 78.0 69.1 4 SED 78.4 72.74 5 C 77.2 71.86 6 C 77.2 67.34 UPSTREAM DOWNSTREAM STORM PIPE INFORMATION STORM STRUCTURE STRUCTURE SED #1 - -- 24 LF 15" ADS N-12 ® 0.01 FPF CB #2 -- CB #2 20 LF 15" ADS N-12 00.01 FPF - CB #3 --j YD_#1 38_LF 15" ADS N-12 ® 0.02 FPF- SED #4 SED #4 44 LF 15" ADS N-12 0 0.02 FPF CB #5 CS #5 - 20 LF 15" ADS N-12 ® 0.03 FPF CS #6 ---- PROPERTY SURVEY PREPARED FOR: AN A Tf 7 R30 C®mmmmene Wa-y South Windsor Connecticut SHEET 4 LEGEND GB GRATE - FII TER FABRIC -, \ i I I AHRIC CB 10N LART11 OR SINi ANCHOR PII f is �- SUBGRADE NOTE REMOVE C8 ORATE. PLACE FILTER FABRIC REPLACE GRAPE. TAh ING CARE NOT TO OHMAGE. FILTER FABRIC. ANCHOR WITH STONE OR EARTH PILE 1S ANO A 6"x6" TRENCH RUM POSTS. SILT FENCING 1; MIN I A' IACH FILTER FABRIC TO y I , hFODEN POSTS AND EXTEND ANriIT INTO THE TRENCH COMPACTED --\ BACKFIL.L t t�1 i li I l l I` I I_ I I __ t l- CONSTRUC110N OF SYNTHETIC FILTER BARRIER S' APLE THE SILT FENCING TO THE END OF THE POST 4 HACKHLL THE 'RENCH ANO COMPACT THE EXCAVATED SOIL. ❑❑❑000 ❑❑❑❑❑`Q ❑ ❑ ❑ A ❑ Ot 6" CT D.O.T. 2" STONE TO BE PLACED ❑ ❑ ❑ 0 ❑ ❑ OVER FILTER FABRIC MATERIAL ❑❑❑❑❑❑ ❑ ❑ ❑ P ❑ 131 SEE SEDIMENT AND EROSION ❑ ❑ ❑ 0 ❑ 131 SHEET FOR PAVEMENT WIDTHS ❑❑❑I]❑❑ ❑❑❑ ❑❑ ❑❑❑000 ❑❑❑❑❑❑ ❑❑❑❑❑❑❑ EDGE OF PAVEMENT THRU STRFF - ANTI -TRACKING APRON N/F D & L CAROM L. L. C. / LOT 32 REDUCERR FOR FORCE MAIN -STRAW BALE 1. EXCAVATE A TRENCH 4" DEEP AND THE WIDTH OF A {II II 2 PLACE AND STAKE STRAW STRAW BALE ( ,' BA, ES. TWO STAKES PER BALE. ti IIIiIIII II(` II} BINDING HIRE OR TWINE ,,TAM c �--- PACKED STRAW 0 -COMPACTED BACKFI;-l. 4 BACKFILL AND COMPACT THE EXCAVATED SOIL AS k wFtN 9A: c , I t u; ATT I1 ', i \ iI} 411 SHOWN ON THE UPHILL SIDE r �.a u,�.. I 'I• {I( I! cX THE BARRIER TO PRE- Iv4N7 PIPING fi( Il I � . n ❑ I ❑ a� lll I ! � III I � + � I � li�� I l I ❑-....'o.� �loII�IIol I II ' I Ilj 1 i I BO!TOM OF DRAINAGE WAY PLAN VIEW T - B i NG IT .. ., N A CROSS SECTION BALED HAY OR STRAW INSTALLATION , o IRON PIN TO BE SET • EXISTING IRON PIN o MONUMENT TO BE SET ■ EXISTING MONUMENT PROPOSED CATCH BASIN AND PIPE DO- PROPOSED STORM MANHOLE - EXISTING SANITARY MANHOLE AND PIPE =-ice= PROPOSED SANITARY MANHOLE AND PIPE EXISTING WATER MAIN AND HYDRANT PROPOSED _ WATER MAIN AND HYDRANT x287_3 EXISTING SPOT GRADE F,287.3 PROPOSED SPOT GRADE - --300- EXISTING CONTOUR AND ELEVATION -�- PROPOSED CONTOUR AND ELEVATION - _ - _ _ -* SILT FENCE I / 7�f SILT FENCE r r /r / NnA lV/F D & L CAROM, L. L. C. i " UNLESS OTHERWISE NOTED, EXISTING .-" REVISIONS a ti, LOCATIONS AS SHOWN, ARE: BASED ON .A'rAILAeLE ---- -- - "cni' INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. n 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 ,- 21 _.gy Apprcwl Letters RA " BY A LICENSED LAND SURVEYOR PRIOR TO 7 13-99 S.W COMMENTS RA CONSTRUCTION. 6 30-99 Ana , qw ry RA 3. THIS PLAN IS INVALID UNLESS IT BEARS TE1E IMPRESSION SEAL AND ORIGINAL SIGNATURE (`T *HE PROFESSIONAL ENGENEFR!SURVEYCR. NO. DATE i DESC:PIPTION B'1 7 ixz�NG � / I SMH\ \ 7xz \ TT / / 78.8 \ ++ SILT FEiV E FORCESANITAR E \\ 7 50/ / MAIN \ \ X 9 \5 \ / 1 7 QSv v ALK ✓ \ ,S A \ 4, LOT 33 ' D TL 79. ` � I ATE I DUMPSTER PA TO \ `8' HAIN LINK FENCE LOT 34 PLASTIC PRIVACY STRIPS 10 63-� \ � i ♦ ♦ TEMPOkAR ♦ / / / \\ f \\ • TOPSOILS STOCKPILL\ ♦ ♦ / , \ LOTS 35-36 \ \ � I N/F \ J & M GRINDING \ \, \\ STORM SEWER STRUCTURE FLOW -' I \ ` FLOW ANCHOR WITH TWO 2'x2'x3' STAKES IN EACH BALE HAYBALE INSTALLATION AT CATCH BASINS THIS PLAN IS FOR SEDIMENTATION AND EROSION CONTROL ONLY, AND IS NOT TO BE USED FOR UTILITIES CONSTRUCTION. AfA Agawam fine sandy loam, O to 3 % slope NnA Narragansett silt loam 0-31% SsA Sudbury fine sandy loam, Oto 3 % slope GRAPHIC SCALE 40 0 :0 40 80 I_ ( IIw FEET ) I inch = 40 ft. SEDIMENTATION AND EROSION CONTROL NARRATIVE 1. 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" STAKES 4. ALL EROSION CONTROL MEASURES ARE TO BE INPPECTED, 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/OR THE PROPER LOCAL TOWN OFFICIAL. 6. ANTI -TRACKING APRON SHALL BE INSPECTED REGULARLY TO ENSURE PROPER OPERATION. STONE TO BE ADDED TO OR REPLACED AS REQUIRED. 7. EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE INSTALLED PRIOR TO CONSTRUCTION, WHEREVER REQUIRED. 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 RECEIVE MULCH AND TEMPORARY SEEDING IN ACCORDANCE WITH THE FOLLOWING RECOMMENDED APPLICATION RATES - MULCH: RATE. HAY OR STRAW 90y / 1000 S.F. TEMPORARY SEEDING RATE• PERRENIAL RYEGRASS 1 Op / 1000 S F 10. ADDITIONAL EROSION CONTROL MEASURES SHALL BE INSTAL.LEU DURING CON`3TRUC IION IF 1A LMF U NI F:I'r':AP OR ORDERED BY THE PROJECT ENGINEER OR THE PROPER LOCAL TOWN AGENT 11. HAYBALES TO BE PLACED SO THAT STRING DOES NOT COME IN (AN IA(. T WIIH 'THE trFl(H)NA 12. CONTRACTOR SHALL PERIODICALLY CLEAN CATCH BASIN SUMPS AS REO(NRED DURING VUN5tRO( T1tTN 13. AN APPROVED EROSION CONTROL BOND IS REQUIRED BEFORE THE SIART OF ANY CONSTRUCTION ACTIVIT 1' 14. THE CONTRACTOR SHALL SPRAY WATER OR TEMPORARY DUST CONTROL MEASURES AS NEEDED TO ACCOMPLISH CONTROL. MECHANICAL SWEEPERS SHALL BE USED ON ROADS WHERE NECESSARY TO PREVENT DUST 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 APRON AT ENTRANCE DRIVE AS SHOWN ON THE PLANS THE CONTRACTOR SHALL CO-ORDINATE WITH THE PROPER AGENCIES FOR RELOCATION OF ANY UTILITIES OR SIGNS, 4. INSTALL EROSION AND SEDIMENTATION CONTROL MEASURES AT LIMITS OF CLEARING AND GRADING. 5. CLEAR AND GRUB AREAS AS SHOWN ON PLANS AND AS DELINEATED IN THE FIELD. 6. REMOVE TOPSOIL FROM AREAS OF DISTURBANCE AND STOCKPILE IN THE LOCATIONS AS SHOWN ON THE PLANS. RING SOIL STOCKPILES WITH SILT FENCE IMMEDIATELY AFTER CREATION. ESTABLISH VEGETATION ON SOIL THAT IS TO BE STOCKPILED FOR LONGER THAN 30 DAYS. REFER TO SEEDING SCHEDULE FOR VEGETATIVE COVER OF DISTURBED AREAS. 7. CUT AND FILL ALL AREAS OF CONSTRUCTION TO SUBGRADE ELEVATIONS AND CONSTRUCT PROPOSED DETENTION BASIN INCLUDING OUTLET STRUCTURE AS SHOWN ON THE PLANS. IMMEDIATELY STABILIZE SLOPED AREAS WITH HAY MULCH OR BY HYDROSEEDING. SEDIMENTATION AND EROSION CONTROL MEASURES ARE TO BE INSTALLED AND MAINTAINED AS CONSTRUCTION PROGRESSES. THE DETENTION BASIN IS TO BE STABILIZED PRIOR TO THE DISCHARGE --� OF WATER TO IT. 8. INSTALL STORM DRAINAGE. PROTECT TOP OF CATCH BASINS WITH HAYBALES AND FILTER FABRIC \ AS SHOWN IN THE DETAILS. 9. INSTALL REMAINDER OF SITE UTILITIES. 10 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. 860 -291 • 8'75'. esign rofessionals, inc. I Civil Engineers • Planners • Surveyors CIS ESTIMATED START DATE FOR CONSTRUCTION - SUMMER 1999 (> ESTIMATED COMPLETION DATE FOR THE PROJECT - SPRING, 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 PFR 1,000 SO. FT. OR 45 POUNDS PER ACRE. WOOD CHIPS SHOULD BE APPLIED AT A RATE OF 500-900 POUNDS PER 1,000 SQ. FT. OR 10-20 TONS PER ACRE. 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 �ISL..J1711L�SjU�V� no LSlfll��tlUll�.I CO V 11 9 L� PLAN DESIGN.' RA 7 DRA WN: RA I CHECKED: RJA JOB NO.: 99 -1228 DA TE: 6-16- 99 - DRA WING NO.: 99122,68 PREPARED FOR: SECA L. L. C. South Windaor Connecticut SHEET 4, 11 inn a ! ! �t \� f •/ Approximate Limit of Site Disturbance, ( Typical 'fig GENERAL PLANTING NOTES: 1. All plant material to he nursery grown cork-iihjert to applirahle. A,A,N, standard.• ' 2. The Contractor shall supply all plants in quantities sufficient to complete the work shown on the drawings and listed in the plant list. In the event of a discrepancy between quantities shown k in the plant lists and those required by the drawings, the larger number shall apply. 3 All plants shall be inspect by the Landscape Architect. Prior to installation, plant material j shall be located on site by the Contractor for approval by the Landscape Architect. Any installations which were not approved by the I. A. and which are requested to be moved, will be J ' �Qr done so at the Contractors expense. j 4 Precise location of items not dimensioned on the plan to be scaled off the plan and field 1 staked by the Contractor, for approval, as per note # 3 above I '+ 5. All shrub massings and tree pits shall be mulched to a min. depth of 3" with shredded pine I' + bark or hardwood mulch, as detailed. "Ilx& All trees under 3" cali er shall be staked All trees 3" cali er and greater shall be u ed �[ p _ P � g Y 7. •I he Contractor is responsible for any damaged vegetation and shall replace or repair any t' damage at his own expense. Unless otherwise specified, all plant material shall be Linder - guarantee for a minimum of one year for formal acceptance by the Owner. 'I''' 8. The Contractor should contact "Call Before You Dig" at 1-800-922-4455 prior to construction. 9. All shrub and groundcover planting areas shall have min. continuous beds of topsoil, i t+" g 02 �• deep. All bareroot areas shall have a minimum topsoil bed of 12", unless otherwise snecified 10. The Contractor is responsible for locating all utilities in the field Where plant materials may interfere with utilities, the Contractor shall notify the Landscape Architect to coordinate their relocation prior to the installation of that material i 11. For planting soil mix, see specifications or planting details. 1l 17 All Py'cttnn rill millnv anti nr rhant1el aor c;`nn hall k.� f,II^A 41 or�.�rnr�n�lw Fsn4A.I1 y / .. CJ \ •\ �. ,�� ` S, ..., �•..,..) ia. ` material, fine raked'scarified and stabilized with appropriate vegetative material ancf or appropriate sedimentation and erosion control measures, as required 13. Adjustments in the location of proposed plant material as a resplt rTf ex{Ntlni,; vegetation to 1 remain, shall be approved by the Landscape Architect prior to installation 14. Bare root and sprig planting areas shall be first hvdroseeded with specified lawn mix foi- z+ immediate stabilization. When planting sprigs within this hydroseed area, clear a 1' dia area around each sprig. _O ovf RAtlT� PLi�tvT r l-)c^I .�airs C1xG \\ Proposed Light Pole "N d Pecv' \ — "NA roc ArJn. � �. p,YTD MLx.GH , 2•' 'TYA \ . • , !,' ' ' - J ..� \ � �� - F,I ., _ �UfYH .4PPTcL�PIATI � _ _• .- �.n►>C'Mr�!i��.... r.is.� \ . � � igll4 ) 1 I III •j�ji �' I J� 1 I -- A . K \' - P �',t-. MIT'-,_,>,.,n i _ �•:• s Js GROUND COVER \ P J7�11t�lGi {� LL E�F_= Its! °CLCQ�k� > SCE Ate: 1. WHEe PLAIrrikG PIT5 A2,r c I)L ' v r,n 1 / WrTH AF F1 T1C1 �L�1J2A1_ SrA1J- A1�Gr�JtiSG L��/10ES,t ULTWJTCaLA�71JC r'' \\. G�2Gi5 It�l C Q`rD 2Vt< r11� 02>GNL�R.G OFPtT�teF�CE� eTALI_ hk�.7Ur2.A1� FZ)IP_M CF• TK-- `pl!for 1G PLANT ` \�fleD I r0 PLAN r1t�n / • \ \ It 4 ON�•� • � . �(.,e1.a.P oP F>zOr`n 1-0-'tl-III CF �r 20T MnT> rcto �) E t0✓EL�sF� cEn2LA�PED ,'T� CG 21 a WZA4 6 K.DPE R.CXTAKIO -TVAi ,E� EKMZE:L Y i"L'LiM F r 541._1-de- PLAI,.4'T i Z. DETAIL MYAKIrAs E1JEVAj_ F�CAJrtPt� P'IAWTIK - NIZTr- yv1-1E2Z� 5F-j�1 -1f 1CCAATTIOlJ3 LAPT-Er F tE L.� t TIC? --V-V L ' maju-1-t NI � T PQEVNL. � Ri i d L PROP& D ,, / FN15H--r? -Z&fA )c- - ' Approximate Limit of Site Disturbance, (TypicalCATE ) / \ SL L Dl1MPSTEH '•' f 1 l - _ - —� �M;O.I / s=Ltw„r,GT a�cTlleo Ili III[ II i= - f \ wITT +�c,FtEo r�T �rrr v Ic (iiL I 6"nvr�r. Ccrnr:r �o�L MIX eFu� v ec�aT" t'�o t l O I .lJ+ r tDC. ESL i4i� iC�nC� P_ �Lt_ C'rn+ tart f Ar�D i'7 rC �r soVG.Y T(D VAQ'� FE�tv1e7EL' FAD _ `• 1 . � � ( � - - Q' 8' Al LI FENCE LOT 34 ��n, `�r T P.LA�► IC_ PRIVACY Cul?TTR AY A1�,'TTNr'_ TaT..�... 1✓..:,,�:-.. _.lY•.__. C T,_ 'i`�_ T-.- 17 t _ 1 \ •\ `.' �'fK�1,5 `� tVVLG. F✓\IJI111L? T7D(111CI of F_VC1gICCI1 IICCS 10 MCII1a111, I( IypiC;al A JL, 1 A-jz-xI \ l ll�v �.` .� r + , - `LW 1 , . • - � / ( \ � � 8�E 1L 1J�P.� WTT?i d•� ��' i,��'�-1+.Y.z�J71J � PrTSAfZE CcJr.� WR7i ' \ 1l'iFC121�T CT}iL'JFSC.v�PLL�rlT. =�F�- �CAQJ1s1Ei7 pP-�2Ta r�L�N�i1E5F.)LYi4L�. �xA!? / Lawn Grass Mixture •°�� et�.I-rs f \ i 2 DFf+CUOLL'sT�� Cr Oft EE��:i.V1D 700 J__T;-fleo o�T1-TC V-CCCI �� �EJam,ntw.2 CF-IT-j Pee_TrF�- ; ISstzE W \ rrMv i,-wcx .�+J sC 2r�o �txs6 ✓ <Q� cr k� vGE ji Lawn Areas: Seeding Rate; 5 Ib./1000 S.F. \ (d Tie M: `1 Seed Mix Percent of Wei ht � - � C-F .�+-C - ca rr- C air- L P�pETL. - d 4j ---g �T2E-_ t-o�� ZK:-C,u_. •� �' Magic Perennial Ryegrass 25% � A �T FLY y`-Z r ' � j� �1✓ Fiesta II 25% Or= P�oetsP �,�,,PL--Cr=- o ram` P2 Pl .s r rn> >a r n� Trio wit E�Z� rrAtt. Yorktown Perennial Ryegrass 15 /o �, 41 tD srrz, T,o is r�FF� Tr,E 1A,�-��. Touchdown Kentucky Bluegrass 20% / �_ �,T r r.��,,a WZr- �, nZOM.rop \ 7 0 1-f�W1SrZ l�,ti V1T? 1 6'G,41_V. d Ti rQD OFT S L 2F1�(CT 1✓�L L- �y> ITt�1C Merit Kentucky Bluegrass 15 !o Ill L x 2-- b' CMIJ _) f-k"�LINvCY�D nTAYE II Vvrn-'A44- -Lt✓ � �WVEF' SICA1_ VTii 1� C fi�llzV. ri! G cl 1/ 1^/If?i=, TU/t3TFD, �,�► / Plant List i �•a'� ILAULCH FLAGS (TYF?) 3�l \wtlllfYl�. � � �'%� Ke ' nn antit ' Botani �al N'�me Common Name Size Comments b `1 LOT 32 ♦♦ F ♦i i Note: All Disturbed Areas, Not Otlierwise Designated, Shall Be Stabilized With An Approved Lawn Seed Mix, And Applied As Specified In The General Notes And Per Manufacturer's Requirements, ( Typical ). ATION; A �)HUWN, AFtt - - 1 ----- - — ---- — -- - - - - -- ---- I?A`�E.ii JN AVt�. griLt INFORMATION ALI EXISTINC, UTILITIES SHOUI.I BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2 ALL UTILITIES ARE iO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO ---- ---- --- -- -- ---------- -- CONSTRUCTION- IHIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR NO. DATE DESCRIPTION BY _V 11 V ( c �I_ �� I r- �,L L_ 4T C>� �iJGF frLYstl L / o Qr # 3 Quercus rubra Northern Red Oak 2 - 1/2", 3" Cal. B & B F-nJt!t�c Ace �.rn7 I `5 / Ack # 3 Acer platanoides "Crimson King" Crimson King Maple 2 - 1/2", 3" Cal. B & B� ` Kati+ ul, rl III / Pc 42 Pyrus calleryana "Bradford" Bradford Pear 2", 2 - 1 /2" Cal. B & B To 99 Thu'Ja occidentalis "Ni ra" Dark American Arborvitae 4' - 5' Ht. B & B�Il�all g Js # 5; Juniperus chinensis sargentii Blue Sargent Juniper 18", 24" Spd., 4' O.C. Container FIrr =r_ Jc # 10 J. chinensis Pfitzerana Compacta Compact Pfitzer Juniper 18", 24 Spd., 4 O.C. Container ,,� :�.��TeD �rlk_!G . it � Prrut �Y � > w1 Rp # 2 Rhododendron 'PJM' PJM Rhododendron 18", 24" Ht. Container`L "�" ' 1111 1j , MN P)r r - X1, Jv # 11 Rimperus virgimana Eastern Red Cedar 8' - 10, Ht., 15' O.C. B & B Ef 9684 Euonvmous fortunei 'Colorata' Wintercreeper Euonymous 2 Year, 18" O C Flats / Pots Hs # 100 Hemerocallis speciosa Daylilly 2 Year, 18" O.0 Bareroot TREE PLANTING A/ '•, ,, PREPARED (-OR. SHEET OF G 0,+IN -P,scH � : �' . e e e +`G r�l; c GRAPHIC SCALE Robert C. Schechinger, Jr. ASLA L�,AH c,2)C�AP1E PL AH SECA L. L. C. �o to 70 10 Front SUcet, P 0 Box #246 Laii,kcahc Architect • • • Hl C <ollrnsvde. ("1' 06022 Master Planning 1111J1 R30 (Commmmemce Ww IN FEET) Telephone (80M(-,)I-1025 1TrhanDesign DESIGN RCS DRAWN RCS CHECKED: RCS �Z ����'• Facsimile. (860) 093 - 4832 Construction Administration NO.: 99-7228 DATE._- -6 / 24 / 99 Connecticut - �'9H1i c 5�oE pf,�a� ORA WJNG NO.: SotlntIln Windsor Co T � �,, ,. ;;^ -'!. t r'. �.l�. � '4. �� N�� Z'I"'��' . F•, F_ •�'.'�; �K�..i�i'1,'l�.w�-�l�.:.�'`"v�.�'"�,�',T: � m��' �s, +P re.`�� i��t� ,'-S,•�,�'7.. a•�'i i'�'"'A`.'.�i, i, ' � �1i a:-?.:•��i' i r .Y` L .. ..! � .. ,. {+. .:. �),5.r:.t"!- 4.N .79.JI ���t� ^iF,}��7b•�,y �. Y«,.�4 Y S� �,�r ��.• y y:'�)- . 1��„��r�.r In . i . Gr,i i � I �. A. n� ✓.I .wG METAL FAC51A COLOR TO MATCH BUILOI BRONZE Ai..UMINUM NUNDOW FP, NU BRONZE INSULATED 6 IVVTWI% I rml r6.r 1f *0 I 1 V I N &CuTH E�s\/4TIVN E467 SLs\/4710N SIDING .�..,�...K VENEER FA L WAREHOUSE AREA =4,500 S.F. nr-�lr�,r- ARF1�1A =� Inn � F TOTAL AREA =6,600 S.F. UJE57 ELs\/4TICN l) U� ty U F -000/ Uct d U J U ON rn 00 o L^ ���� W rn W J J W a4c � Q CL.— 0- JUL tu �10 -Z7 ��'VA