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87-64 JMJ Construction Co. Inc. Plans
- F, j � 1 co NS.. 1 RUCTIUN COP INC HE A D Q UARTERS 4' 1 j -AIM 27-4 . 28- Z3 II t w N �• J r °I' J r•• [mom I r r someone II cn WEST 1 ELEVATION 37 - r4 37 13 37- 12 J,. I27-72 Kin 27-11 9, Douglas J. Young, Frederick W. & Audrey / 37-l I 37- Young, Frederick W. & Audre I2 Uespa, Vincent Jr. y 37-T3 Mather, Clayton D. & Louise •�.•`. I"x 37-14 Mather, CTayton D. & C. 37-15 Pola, Louis Louise G. 37-34 Pola , J. & Barbara A. 37-16 Louis J. & Barbara A. Rodri que, Sharon E. 37-42 Honek , Jos. -4g A• & Anne Batticello, Anthony 37-18 Bissell COtrlfilo ' r 28-23 ' Bo n5, Inc. 27-3 tticello, Anthony Dunn Brothers27-4 � Inc.Ir.c Propane Gas Service 27-16,c7-/ IMWA Equities VI CO. , L.P. ry 2 _13 Nielsen, John R. & Sons, I n c.274 Jos. & Gene Rene Ueilleux e Saczawa= OR I GINAL r APPROVALSWHO - --._.- KEY I �. , ., MAP 2- oottf/1.wult�Sot II 1 AaIS.0 SULLIVAN AVENUE soUtmm WINOS C/"•/r 'nw.,o'er Oa.CQNN.Oba�a LE. I 20AREACOO[202/644•2511 - ' Septeaberl0, 1987 RaT,n C. 1ss baToli. lag. 154a SULLIVAN AVENUE•aou1N WjNOSes.CONN.o6saa 77D1 S1d pears 1}tghvay AREA Coo[2031644.2311 Rocky Rill. Cr 06067- October S, 1987 RfI Application 11280-JTII COnattuction Headquarters SOUTH ELEVATION Cha el Raad Dear Attorney Lelalis Attorney Raymund C. 1.01701123D7 CERTIFIED !SAIL Fleaae he advised that the FInnn[n Rocky Silas Doane Highway pleasebhe g, ised to approro the ebava-Zoningncrd application voted on Rocky I1111, Ct 06067 a site plan of development• This a for approval fa auhJact to the lolloadngt Dear Attorney LeEolIr 1, The plena muse be rad!lisd a feliavn Hot Application 1406 - JHJ Company Ifoadquartcre a. Iron plus at ■11 aegis Points- Fins must be to plats At the September 22, 1907 meeting, the South Nlndsor Tnlnnd Wetlands PriOt to Issuance of a Certificate 6f Occupancy. Agency/Conservation Comm£nnlon proved wlk}s conditlone Application b. HC8 or XDC coordinates must be supplied, 1486, !o cona[ruct an office bua�ding and garngab an property located .on the northorly aide of Chapal Roar,, ale how. an plans prepared by Paine C. IY c. A31 drafnrtge plpet'fros earth bgins moot have a minfatsa INDEX T O PLANS Tbayyppa i Associates, dated 4/9107, consisting of 5 pages. dfa.eter O! 15 . ,vat following conditions must be adhered to far this permit to be valldl d. Sanitary savor lateral must have clam-Outs every 100 feet. 1. The plans must be.cevised._to,show the following modlfieationse e. Cre■me traps must be Included in the garage floor drainage. SHEET . _ _ E a) construction exit pad to be 25, wide. COVERE I !• Concrete eldmva2ks IwI.■t be labeled. T b) sequence item 12 to include beedlhg and stabilization SITE PLAN 2 of those items Prior to 8• Wghting snd all door muse be shown on the acts plan. P proceeding to item f2, buildings. cl show time stockpile per note 12. h. A chain link lance with aereeniM" ODI F1 ED ng elate must surround the outdoor equipment storage mesa a directed by the F;seeing HSEDIMENTATION a EROSION LANS d) the stnked hayhales located on the plan by the englnecr and Zoning Commission. beer qu6steriata, however, 1E more are needed, they can I. Dumpster locatlan. If cequlrsd must be shown (an eoatrets CONTROL PLAN _ se m nppetnd. pre and are.aed>, LANDSCAPE PLAN a) Change item t6 to read 'all significant specimen trees 4 I2' or granter ed slam. will be protected.' Also state 1• Archtrect's seat must be placed mu elevations. method to be used. k, indicate area and neweriag of Wash rack. ARCHITECTURAL PLANS . 5 1 A [amen or barrier stile a be Installed along the 1. A sedimentation trap moat be Included at catch boats f17. enaomant 21na along the existing datanlion basin to protect it from enecoachment and to maintain its Sntegrity. 2. Offles srehltectural eievatlonr must be approved by the planning ENGINEER and Zoning Commission prior to Issuance of • building petmlt. We recaminand b bond !n lime amount o[ S5,DOD be submitted to the Planning i Zoning Commission to ensure compliance with 3• lend■°■FSnR along Increased. Road snd along the astern boundary of erosion i go ant Control measures. rho alto must ba increased. 3. T}Tear. (]) sate of mho revised plans moat be submitted to the4. Prlae to comueneesent of say sits work,"a meeting must be held REINO E. HYYPPA a ASSOCIATES Wetlands Dapartment for Town staff review prior to any work on the site. with Tovo Staff. 124 H E 8 R0N AV E N U E S. ben filed n the will be Issued until the !lest plans have GLASTONBURY, CONN. 06033 w UTE d. Construction activities shall be subject to the approval been ftl■d !n the Town C1bek•uedun. T:; of tlto Town Engineer• /6. This epprorsl le gene/bj"t to the condl mmig to ■ R S. The Soutapplh socation shell indamnlfy bed hold which might the Town Inland wetlandr Agency/Cato thetcon Camunssof pprov&I of the UT Of South Winds oragninat any liability which might result from the proposed operation or use. 7. An ee-built plan will be required prior to lesuene■of a tertili_ A R C H I T E C T U R A L P LAWS6. The permit is valid for one year and Shall expire on eats o!occupancy per Section 1.13.10 of the Zoning Regulations. September 2B. 1980. O Landscape bond$5.000• DAVID GOSLIN Zmlla trulours, Stark and white transparent ■ylara of Sheet 12 with the above mr, �IrtVVttV,tl��l clone. LORetlier with three blurprint copies of the entire met of plans. J M J CONSTRUCTION CO., INC_ meat be ■ubmtcted to thin Cnmmlenlon to be stnn Pena, I1v � letters of nppravnl la rhla Camntaniwn• as wellpAs the InionQ•w The 658 ELLINGTON ROAD e•pa r.e C a eras Conservation Comalesion, must be reproduced°n the wylscs, - Wetlands Agency/ Inland Hacienda Agency/ Conservation Commission After the ■ylare have been signed by the Colm,lsalon, SOUTH WIN DSO R, CONN. 06074 Town of South Windsor turned to you for filing in the aftice of the Town Clerk will refiling HFHsdlb t}srae pisroa' s copy of the Tec*10 must be submitted to the planning LANDSCAPE ARCHITECT . .. .... Taure vary truly• PLANN INC i ZONING CONNISSIQH - � ' h�y} ,, ��'" FUSS 8r 01 NEILL INC- �KL�� �`. u �u jl 210 MAIN STREET LouLe C. Lroans• Chat.rean .. /r.:� ::' Si4 J Lessees i� ��: a i MANCHESTER, CONN. 06040 R 88 M0DIF'IE t�I U P�AS EV. !O 23-57 PF TO f W N APPRCN4,LS 2cr REINO E. HYYPPA a ASSOCIATES CIVIL ENGINEERS a LAND SURVEYORS GLASTONBURY, CONN. -� SCALE DATE 4- -,Gj7 MAP NO. I&)(n 1 EbH W£tlLilil it CO' N N N TY 'Gt OR. C-L' t• RAM CRA , f 2•18- DIA•C EIRS VSC P,7QCAST t0"I.D. E%T£NStDN RINGS A5 NECESSARY. letN G 8 � � •' t I 13 k tT, cork.LIP CU?,T51MC7 DRIVE / G" f a EL.EV. <-SAc1(CHAM8ER B) . � WALLS � ELEV.=fnfe.lBCCHAMgER A7 � SLDDE V/.Q1ES t •. ,'' � 10 SITE ` j I I �' 12" afir -• 2' BIT CONc - NocKo�rT SPECIFIGATIoNS 4'PRocEssep AGGi2EGATE �'-d" ECXAL OR SIMILARTO RO1DNDb GT G=G-I q_� CONCRETE MINIMUM STRENGTH-5000 P.9.1.CO 28 pA t5 J I!7 GNpPCL RbAa " 1 8"CaRA.,jat- - ! LIOUIO DESIGN LOA-DING AASHTO HS20 9} LEVEL STEEL REIIJFOPGEMEtJC gSTM A-fol5 GRADE COO,I"4gUCOVr_R EARTH COVER O TO S FEET P.L. LOWS PIPS I ' P T�.t�o so>Js TYPICAL PARK I NG LOTDRIVEWAY •� � CONSTRUCTION .3 INT-9EALF-D WIT!•(1"OIA.BUTYL RUBBER OREQVAL IL m • I 8- PQtAs-r cowc, (NO SCALE ) 1 f "`- � OIL 81 SEDIMENT CHAMBER DETAIL �0 CJ r�.� � �e•- ,e: r fl ( NO SCALE ) 31Ci• B7<OttE.11 STOISf= 'MIN• ,_., ! � .e •� OSC SCREE*1ED a, r GRAIE,� _ •` I `' �� I I � n LOCATION PLAN ° ' '4: S • ` . •, r Jrr FI`Ttr. �aeC+c SCALE I'r= 1600' A- C B DRYWE LL DETAIL N/F DUNN BROS. N/F QUINNIPIAC CORPORATION I N 0 SCALE ) we TYPE "C.. AME ( - r Cos' 2G� 12" E Exis}. o I Eris}. r 1 GRATE -' _ -- ti.•-- �324_82' - y - t.l= S Cos 32' !S E I I.P - I S ,CflSP t a � 32 S' E FL=4I3HCIaxw 2I RCP f - _-_ _ .` = =J �� � _ - _+CoCc, _`� -.82' _ _-_ _ _ - 44 - FL (a481CZI'XE) 3C1"Fbred End - - mac} - - -'r - - - - - _ = a• ••. ' FL= 601 I 1t a �q DRAINAGE EASEMENT TO SISISKY �! , CL T t J a .P 1 0,` MODIFIED RiPRAPAPRow � �/ PAVED AP 0 k n• ` -��- 242 ` - ,\ - - . . - ^ - _ - . _. -• ...,. - . - - -. - ..._ . ...._ -, 'L=10'J 1/�t=�' 1 wz�$• - _ - - - - -- - - - - _ ..- ,.. - _ ' / � TKAP To f rY R los.Ig P ; I N 6S '12"W �- - - _ - - - - _ - _ - - - J x U NEE e 1 r , 2�0 5 -- BIr. cuRa , 5 X _ I - - - - - l IVEENAH FpUNDRRY Co. JI - 012 EQUAL. 1 - �` a f _ _ _ _ - x® '• �:'. EQt�TpMENT JSZ"ORAGE�A•R-E�- _ __ _ -- - __ - - - _ __ _ c�$ °t� d•\�� i • ' n .. d' \ / «- r - ` ^. 7 �$ C 3 WI Q - fJ VJ e Il ! 1 A'k 1. # E A o PILE o TF �� �Z rh . a �c N - 47 r f - AREA t 1 ado CB a f ' TRAP DE - � '� o TAIL �- -- - U63LE f PIL (NO SCALE) J 1 j S�cREENWG \ i 10' ` De- YARD PILE / I q/ f FEa1cE �A8 CB 'G-L -1 Exist. J o , {.seamENT j =Gro.(05 I.F PILE ��a 4i' I'll �� E�ctSf. J kl ` - - CH4MI3ER-A \FL=Co2,8-1 ICE NING FEUyC RUB6LE ICa4 2`^J' IC]" / I ` I.P Cc PILE N / I I I.P X 72'-tt3'tzc FLzCo1.o N/F l 'C-L'G DR"(WEL� 1 to P to o.rm% Cat" J �r S ARON t. RODRIGUE & E O Cyr TF=�o.o I - _ - F=Q'Co.33 SHARON E. RODRIGUE & $'15 fl° 3o-Ie"RCP L=�2.00 N/F �\ F NCES R. TRAMONTANA FRANCES R.TRA L_�G E N p Cub o.sio t MONTANA N/F _ LL �z_ - - is I k Gax LOUIS J. 8i BARBARA A. POLA EXIST ItVC= 3UIL�II.iCa RICHARD C. VIRGIE & . /_ EXIST}h1G CONTOUR --_____--'"' Cow �.T F DbI,Cg - � � ;:.: .1 ...::: Gib Z ROSS G. URWOOD PROP05ED CONTIoUR - E IeV,=G9,1`I ! ! J} ExtSTI NG STaRM DRA,I Nlxa E per... t�Ror-�Sw STazc��A�NA> � - - I t C A R A G FL=di.Is 4 I i EXISTINGI.IITACZI( SEWEIz ( � - 48L.CB :/} ! TF=GC -7 /1 t" F c car ev 5 r ry RCP EXISTING SFbT ELEV/�TION Cp8�5 FL_�5,ro8C18�Cw 2r.. I1 ° @ S% �� a FL-Cc5.co3C2t X£) c P t PROPOSED SFaT ELEVATION X � �� - OILt SEDIM NY � 3 CtiAM13ER-B ROOF DRAIN/ FOOTING DRAIN Imo--- / FID--- ti$L cg /d m x 6Ir. cu e- cB a4 " 2 F_X\ST I NG IRON P II.1 F�=��''� a `d - ` C°� TF=GoCo.40 s FL, 5 3 c'zr) I 1 N = 4.2 FL-rb2 S5 �5:2`�4. ! ` �8 DATA TA g L E PRopoSED' IRON PIN � � � 34�Is'RCP � PROPOSED SANITARY LATERAL L I�� `�. s"s I @o.sPJ6 ce.�z TF=�� --y I'_ D AREA = 5.8co Ac.. /r m 5o`-15't�P P'Cp1 FL=Co2U j2 l.11 U 1.o/o ti FL=to3.lGa 4 ZONE - INDUSTRIAL_ MT. CURB �Pb Y r 1'dn.' b Lb t�t)q� - ^- m 2 COVERAGE: o CIO �/ �' k �.2 CE3'C-L•"� r _ ALLOWED = -i5/o MAyC. x ^ I (doh D ACTUAL = 41% (+41% FUTURE) =5l cnNC. wnL.IL �L . ! 4?' Vo FL 64•& OS")) C)e-i5'RCP Q PAR11fNG : BUIL.DNG COVERAGE = 32,900sf-=0.1SAc. 0 OFFICE - 5 !L ! 1 ', a o A. t ,� CLt m REQUIRED = 120 SPACES C I PER 125 S.f goss oWlce area)='si o =120 lI �"��� z PRbV1DED = 90 SPACES 33 FUTURE. _ ►23 1 G APpl FUTURE i GARAGE -- I O .•<? I 20 24` 20 3o D employees xI PARKING I x REQU►RED = 3 SPACES (I PEIZ 2 EMPLOYEES) 1 !D ',., ;� IFrstIt�alr I © I N PROVIDED 3 SPACES 2 ! + 1 ) I , ASREA=15oDsf '{ I lab REFERENCE MAP: "PROPER[Y OF BtSSELt COMMONS INC. ^p Q+S ! - a l� ` t 4 C'�` #Qrle ) C 132-IWRCP QO CHAPEL- ROAD} SOUTH WI N DSOR 1 CONKI.), BY EMIL ! `� or I >< o N�T�j W. LUCEK ASSOG., SCALE. I"=4D', DAI E: 4-30-g3, 5 t cfl�° u (,ID � OGr4p P PR6S1�t NO. Be-77t SHEE�[ 3 0�' 3. �S'� / � �C x {'� �\ � ! /• � ! � R� I I. T�RoG�'2APH`l tS FROM FiEL.D SURVEY SASEDoN N.G.V.D. 1 1 R 1 Al ! �o ! m fob t_g 9 6 r UATU M. f / i .�� �t3�Io TF=Gra9S 2. AREAS TO BE REGRADED SHALL BE STRIPPED OF TOPsoIL.THE _ / Cp wp TF-GC69 FL-Cn3.0'S TaP�-SOIL SHALL BE STCDCK.PIL.ED IN NEAT SOIL BANKS AVAILABLE ( { " a USE AS REQUI RED,TEM POIzARY EROSION MFA-JJIZE- Si-TALI, BE INSTITUTED TO PREVENT EXCESSIVE EROSION OF744E TOPSOIL. co 3. ALL. DISTURBED AREAS SHALL BE STAB{LIZ ED WITH 4' TOPSOIL, ! ! Iusirk ! ^ ,2"M I /� ' SIT. cuRf3 �} - - - SEEDED WITH PERENNIAL FINE TEXTURED GRASSES AT j use - o ) F e / , 2$-15-R RATE OF IIl2 Ibs. PER 1000 S.F. MINIMUM REMOVE EX1STIWG 6UtLtaII�I(jS / ` '�A - a Cv-1S'RCP Ca 1.07 7 4 ��, qa I g,t, 4. STAKED HA,( BALES OR- FILTER FABRIC SHALL BE PLACED IN CRITICAL WAtIS0%_,4' FJJJAY Es, ( AREAS DURING CONS-tRUCTION AS DIRECTED B`! THE TOWN ENGINEER �TtOT�sotL ,4" FERTl�1ZE, 12"Nlgp FUTURE P�,RKIt'JG( - N 35ro t94.39�! AND SHALL BE MAINTAINED UNT1LZURROUNDING AREAS ARE STABILIZED. SEEP $MUtC!-1) J Vh le I E 638,(o8Co.4O9 to a 33' YAS2D 1� 1 � / _ S. IzEFE1zENGE IS MADE TO THE SOIL C-ONSEI�/AT{ON S1;RVICE" EROSION MODIFIED A-1 ! r- J ��T c� (�sP1c�Ces) J - AMD SEDIMENT CONTROL HANDB00y-" FOP. ACCEPTABLE METHODS 1'� a CB (DRY F_LU`slt } � 4F GoNT1�OLLl>\1G EROSION. Apple 4 I i2'MaP+e I a FL.=Ca4.CDID0g )(N) s} ,nt G. ALL SIGN IFICANT SPECIMEN TREES I2" OR GREATER IN D1A• ,OUTSI DE e ! � r (n6 TF �Co.20 t8 ', ,`211e �� t � FL=Co%.01CIS)C� cone. COKISTRUCTfON LIMITS,WILL 13E PROTECTED PER DETAIL. SITE PLAN L 34�3.24' P` v DE o. (S) Inon. i R= �S' c 4c,onc:talon. s Main -- _ N cnco' _ 13' 41" VV ___ ___ -- _ ?. THIS SITE DOES MOT CONTAIN ANY WETLANDS AND IS NOT LOCATED INI A- - . sign 4z' 30. A FLOOD ZONE. ! ��n M N 8. SITE LIGHTING TO BE MOUNTED OW f BUILDINGS . P R E P A R E D F O R Sar•M.}t. 3c Son., - l f I I hereby declare that this map is substantiaify correct. This map S S-Io- T ��'g� L-�° t4 ��, � JMJ CONSTRUCTION C 0. and survey were prepared in accordance with the standards of a sNEc CHAPEL W� 1 Pt,�3,roeCtz")cs) ROAD ��r ' Class "- survey as defined in the Recommended Standards for cL;rP� `S IIg- ex5s�ino wader tin_P n ' IY - Surveys and Maps in the State of Connecticut" as prepared and 2141Co - WQ1�M,K, SETS adopted by the Connecticut Association of Land Surveyors, Inc., Solo � �� SOUTH W I N D S Q R , CONN. on September 13, 1984. M' Certified to be substantially correct Top Conc. Moll, APPLICANT Elevt=Cn7.IB JMJ CONSTRUCTION CO. INC. P-EV, I-ZD- B8 MODIFIED PLAN S 2EV, t0-23-a7' PESZ TOWN P.PPROVALS William Klock, L.S. L.S. No, 11s22 658 ELLINGTON ROAD SOUTH WINDSOR, CONN. 06074 REINO E. HYYPPA B ASSOCIATES Kenneth B. Smith F E. Reg. No. 10814 282 -0628 CIVIL ENGINEERS a LAND SURVEYORS • Topographic features, shown hereon, were prepared in accordance with Class T-2 GLASTONBURY, CONN. f • SCALE I"= 40' DATE4--9-87 MAP No. 166-86-1 SHEET 2 OF 4 ..,.. :,,,. .o.,....,..-,u. 102EbI4 NEU13111 T CO* + N N TEM;• 4RY SEEDING Optimum Optimum SEQUENCE OF CONSTRUCTIOP! ! Seeding Rate (lbs ) Seeding Seed w`j Species- Per acre Per 1 ,0.00 sf Date Depth inches (1 ) Install erosion & sedimentation controls. 15 , ; `'� �.tF Sudangrass 30 0.7 5/15-8/15 1 .0 (2) Grade driveway, parking areas & construct ' �' Perennial r e rass 40 1 .0 3/15-6/15 0.5 detention basin , storm draina e .& sanitar / ga,zicv,E+y k (-i 4 }{ '' I '` `" •�` , 8/1-10/1 sewer.S_ed & 5tabiIize These areas. // �tive �� �^! �'� - i (3) Construct office & garage buildings.in s. I �•i .: t 4 Remove erosion & sedimentation controls. 1 �# i ,:,; i✓ i1'i(' I 1 E SEE Lbs/1000 ) - �•tl,f III ��-''''�' •'�'•.! ��� I • , ,. _ PERP•4AN NT � ( Seed Mixture Lbs /acre _q,ft �2 L Kentucky P1uegrass 20 .45 y '+1W`, _ I Creeping Red Fescue LO .45 PREAS OF CONCERN SITE a o' - �, �j"-ti `: _ .._ . �'• � ,,� Perennial Ryegra s s _5 . 10 �A`-n- �� . *' f Total 45 1 .00 Area between existing & proposed detention basins. pF.'. Ron Board Fence-- �t w,.•t � ~ �rd Fence � C� A "11lLr.H Straw or hay and/or chemical mulch. Wind & water erosion. u I w'2 s J DUST CONTROL SOIL TYPE (obtained from SCS-Soil Surve Report Hartford County) y R I PRAP OUTLET for o d Cou p Liberal applications of water shall be used to eliminate dust. Calcium chloride shall Wv - Windsor - loamy fine sand 0 to 3 % slopes' p p There are no wetland soils on this property, �- 1•, � � be used in pavement areas . f t LOCATION �� PLAN V SCALE: f = 1600 N/F DUNK BROS. N/F QUINNIPiAC CORPORATION Triangular Board Fence Correct Trunk Armoring TREE SAVING DETAIL • cop \ � Exist•. I �cl�+. _ 1 CoS� 2Co l2" E t.F' S Co5'32' I5' E I I.F' I S Cos° 32' lS" E 4 ear r2 2' - -- "RC? �� Ca _ lr Fl-�4,s1�C2i-XE� I~ oat-ce, moo"F fared End �=�S,cn W I FL=Coq,�4 r / / eZ ' REA A D �1.�•.. . SO i cy4.c,G l! 1D r l p � / in 060 DRAINAGE EASEMENT TO SISISKY �P ^� p ® ' 1 I 1f v 1 P/aV Et7 AP rS ��� ~lV1MoD11=lED RIPRAPAPROiJ } �♦ OQr E X ® ® z fJ - 2 ` - ■■■N" ■■■■■■■ ■■ ■!■■■ ■ 9 .. I Nsas �`l2••w 131T. !!ra . - - _ - 61- 2" S•ro N E l t EQ U I-F M F-t IT STO RP.GE A E Z C "I3 WI p CP - `_ - i �O Uc F k LE r\ I , - - ,,G A R A G E A 0&x$ o TFZ G1. �, Ql r / N FL.=foI-Co4 _ - t - �Z IN, (SEE m-TAiLi FI ors E - _ O � V � ® 1 I _ ( AREA= il,000 g�. / I - 1 22 Pa - ® lag ® f PI LE I FILTER 1;ABFtlG yJ`1 l�3 FoR AUMf-1— >' PUS L.E ■■■■■ ■■ �■® �� la SCC,REENIMG A ■■�� ■■ `, r �- FEJ3CE Cv8 GF3 G-L"`1 A EAist. r � C1Y i , S6DIMEt 1� 1.17 PILE (mil Cc�r' 1.P. w CONSTRUCTION EXIT { T -CoCo.5-1 scar KING 1=ENC RU68LE , 25 io" , I-F (n { 1 0 p - ckaMa�u-A FL=Co2.8`f I .. CC E tp FLUCnI.CJ PILE \ �N i N/F it L� c� �-LG ClzfJCL� _ Soy p o.sq° c>3 3 `� SNARON `E. RODRIGUE & SHARON TF��a i5 F=coo-o M * @ O TF=CaCn.'33 E. RODRIGUE & _ FRANCES R. TRAMONTANA FRANCES R.TRAMONTANA N/F � aCi-j5'RC? A FL=c,z.00 N/F EG I�N p , w _�Z- = `; ` 3 I G°� RICHARD C. VIRGIE & f -I k LOUIS J. & BARBARA A. POLA "'S�`�'� ROSS z J G. BURWOOD EXISTING coNTOUR ---------- �,a It TF DO,CS !I ; `�' �75 FIeV.= Cc9.1-I +2 swA�E PROroSEO CAt�1TbUR - EX►STINCa STORM DRA,INCGE C3—•—®- �� r1J / � . t} TF=toro33 i PROL�56D STORM pRAINAGE I 1 G'A RAGE , B :a FL=�z 15 j I g,o., fl �Ay oFe srR�w Ex�sT1N� �4l.SITARY SEWER Cc == -= 09L.�� ' ., Floor Elev. = 168.5 2-I "F - @O5% r 1 STORM SEWER STRUCTURE FL=�S:r208Ci97Cw 21• �` ! ARP?. 1t1;400 S ,. EXLSTINCa SR'aT El_EV,4TION Cc8 5 FL=�S�3CzrXE) �� ° - =-: j i �o� a PROPOSED SFDT ELEVATION x, OS5 —0�1• EDiM tJT O —GHAM6ER—B e ROOF DPAIN/ FWTING DRAIN rd�-- FD-- psi. cg sir. to cu �a c� 44 x 2 I M'N sL E �� EX\5T4NG IRON Pik! rTfz. / NT I - 4.z F,� a vAFtIC-S '�EPEnSp1NG and t .' �" " FL (�52(yq• / n 34-IS"RCP I11=1CaHT OF SLOPE AI-1O I -+- PROP05ED' IRON P4N I m �»a A, @ o.s�.r, STE ¢tvE� of F�1E5LlL_TING ' P20POSED SANITARY LATERAL_ I- � +- P ; i ���bt= AT `roll. o� s�ti7e- '•; I � � / �-W C8 -7 TF=Cufo U I ExIsTINC. C%RCy01QD Int1Ef25EE11G►J. F1C�W �^�L FLOW ®■■®® "' 50-IS'EcYP F=m�. FL=(o'2 T2 �.n -+--- !.Q'J° � FL=la'3.•7 el. � T`I i� , a�✓ +, BI-_ CURD W Q ^�`-- , . k 1.'1. C 8'c-L'"fo .r r1.•.1f� rr. ,f- 1 l ^ TF=CoCo. 0 // / .o � colic. WALK FL=Cn3. ICIS")(e f y %� 0 fp �� �� �� .=+--�ma: An1CNOR EA•CN BALE WITH 2"x2"x3' STAKES 1 I Q 4�' \ \ .o ♦ .9 "� 0 CS 4 10' MAx I o O �,y 'J' I �C -'�,���,1- 1 �\ � FUTURE SEDIMENTATION CONTROL AT FILTER 1 c I O . i�. 10 F F i -� FAE3RIG WIRE MESH I ! 4 \ ` 3 � PARKIWG i 30 {D X I _ _ �� �P CATCH BASINS 1/I I FENGINCa ` r ' �` lrn'.`�ICS IL IOor = I.D 01 �o 11 i I. I XOSA'500 sf. I - ms =, I ' , C2 s orles) u 132 ES' CP MAX. /�0 J f /l X X I�• r, , ! u° � / t P Eta s`s J J ( R Is' f -1 y Fl4r / 1 TF=CoC �18 µu CB�1Q fL=Ca303 LIJ 2111r�IN. J 1 r r ti 9'c �N _ HAY BALES DEF�rl t 1 C� J - - - / 15i`>1 i 12"M ]3IT. cuRe } Fie use 0 1 in , 2a-ITo'RCP Ic I`AA.x. f �� - - 3 �8 _N N �ZiS"�RCF' @ 1.07. REMOVE EXISTIIJG BUtLOtW&SS, 1 1 WALK51ORWEWAY ET'c• Tar-,-0IL_,4' FEF-TkiZE, I 1TMap FUTURE PA,RICIWG/ N 35Co 6156.4 '1 SEED LI 35' YAczD �1 K E Cn3�,Coafo.4a9 ,�'�• l 1 i a'z Cl st�ac�s�J i, MODIFIED Alb, T ES wI !iiL^ CB (QRY ELL) 1} � � _ I / / RFC o= ,. a e 112M�1e1 �e ��-�4:c0ac15'�rN� I / T_ .�I' _21' �- FL=�t_a�cls'ZcV\I �an� SEDIMENTATION & EROSIONCONTROL PLAN ^D(-- ( 2p' y �549.24 P V PE .4. IS1 mon. . j'r ti?- �S. . `�_ � ` c:3� - S Mn�� __ � I�i CoCa'•-_ l3' 4"3" -- - --- 3 '� -- -- - - 4 -I-P - PREPARED F 0 R SILT FENCE "M M San. - -- - T.M.K. ZF-"14.30- �, (�= cs TF=Co"1,Coo FLa59,`10 CHAPEL w� Q � �3roo«z"?cs) ROAD I - , �aO'►4 J M J CONSTRUCTION C 0. ® GL>rp� AaII� 2x'S�InQ_ WoSWET �ef SYlQ1>1 - - ��`"� `" SOUTH WINDSOR , CONN. 13.M. Tdp Inc. Mon, THIS PLAN IS TO BE USED FOR Elev,=Cn'7,1S QEv. I- 20 -88 nnopl�lED GLANS SEDIMENTATION 81 EROSION S v Io �-I FEZ �r00H CONTROL MEASURES ONLY, FOR REINO E. HYYPPA 8 ASSOCIATES OTHER SITE . INFORMATION SEE CIVIL ENGINEERS 5 LAND SURVEYORS .a SITE PLAN. - GLASTONBURY, CONN. SCALE )"= 40` DATE 4 ';+-3-I MAP NO. 166- 86-1 SHEET 3 OF 4 t 102EbH NEHHILL V CO' 1 ouo i f m 0 A f"c' •2a�1 I k1 GARAGE I _ r O D '-� F_— r�- I D GARAGE l - D I , P L A N T L I S T COTE QTY BOTANICAL NAME COMMON NAA1I:. SI217/II1-A!A)31:5 A S FRAXINUS P. MARSHALL' S SEEDLESS ASH 3-3':" CAI,. . ' UJI P S LIQUIDAAIBAR STYRACIFLUA SWEFTGUM 3-3? " CAI_. I IC C_ C I ` cc l !! C PYRUS . C. BRADFORD BRADFORD PEAR 2-24 CAI_,. - — ! w 35 PICEA ABIESLL NORWAY SPRUCE 6-7 ' HT. O _ ! O D 15 PItiUS NIGRA AUSTRIAN PINE 6-7 ' HT. FD VA 7 D - — ; I 9 COTINUS COGGYGRIA S!110KEI3USH 3-4 ' IIT. OI F I2/1? HIBISCUS S . RED HEART/ RED & BLUE ROSE 3-4 ' HT. BLUEBIRD OF SHARON G 11 HYDRANGEA P. GRANDIFLORA PEEGEE HYDRANGEA 3 fi C A � 1.T. 9 JUNIPERUS TORULOSA HOLLYWOOD JUNIPER 4-5 ' HT. JUNIPERUS VARIETIES ANDORRA , SARGENT, BAR 1$-24" SPD. �A�RBOR JABLUGARDF..N A1IX ALTFRNOATE o F : f Q 10 I LIX C. CONVEXA CONVEX LEAF HOLLY 24-:30" SPD. / - = <IS 7 1AI Cl) !z r rR��s r rz A,' ¢ 200 COREOPSIS VERCILLATA THREADLEAF COREOPSIS ALTERNATE � ® � OFOO A z 200 O HEATEROCALLI S DWARF RED RED DAYLI LY GROUPS OF i OC) AO f A G F G all O w 0,3oo NARCISSUS MOUNT HOOD WHITE DAFFODIL 2 ' SPACING MODIFIED _ 4• LANDSCAPE PLAN C H A P E L R O A D PREPARED F O R J M J CONSTRUCTION , CO . SOUTH WiNDSOR, CONN. t.r RE\/, I- 20-8°u REv. idW(j /\,ppROvA� Y Fu bomi` REINO E. HYYPPA a ASSOCIATES - CIVIL ENGINEERS 13 LAND SURVEYORS consulting engineers GLASTONsuRY; coNN. MANCHE5TER CONNECTICUT SEAL 1S FOR CERTIFICATION OF LANDSCAPE ARCHITECTURAL DESIGN ONLY SCALE ` =4�' GATE 4- r7 MAP NO, I� -- ERS a CE -ADQUA won== limmilin CONS ] RvoCmi ON CO I N H RT 27-4 27- 3 28- Z3 � r � �„•,� ' III V f i � w t• LL - SOUTH ELEVATION SOU 27-12 King , Douglas J. 27-11 Young, Frederick W. & Audrey 37•-11 Young, Frederick W. & Audrey s 37-12 Vespa , Vincent Jr. ' 37-13 Mather, Clayton D. & Louise C. :r •� 37-14 Mather, Clayton D. & Louise C. r4 37-15 Pola, Louis J. & Barbara A. II r h* 37-34 Pola , Louis J. & Barbara A. �j 37-16 Rodri ue Sharon E. • 37- 42 Honek Jos . A & An ne 37-49 Botticello, Anthony M 37-18 Bissell Commons , Inc. 28-23 Botticello, Anthony 27-3 Dunn Brothers , Inc. 27-4 Propane Gas Service 27-16. IMWA Equities VI Co. , L.P. 27-7 Nielsen, John R. & Sons , Inc, 27 -13 Jos. & Genevieve Saczawa 27-14 Rene Veilleux Y KEY MAP t SCALE: 1" = 200` F 1340`Toru�r. SIfLl1VAN AYEiiVE•SOU++1 WINUSO n-CDT,",06014 wRra CODE 205/6442511 5ept,aber1D. L987 ----- -- (1y., 01,11, eaymond C. Leroli, rag.c�- 2301 Silas Deane 1116hway EASTELEVATION !pail?. olesoryt/1`OilI 1Aox Rocky pill. CT 06067,Soo suLL1rAN ArtNtlE SOaIN r,NOSOn•-2511CGN OeOTa ^^ - AREA coat 2tl]/6ea•2311 RLt Application i1254-dltl Conatructlon Neadgvactara -ch. el Road October 5, 1987 Deer Attorney Lefollf _ .lease 6e advised that the planning and Zoning Comolaslon voted on ', j1' CEPTIFtED HAIL September S. 148T, to approve the :beve-re(erenced applitscion for + INDEX O PLANS Attvtgoy neymond O. l.aFeil a olio plea of dovalopment. This approve! Is fubJect to the feI}orinit } t 4 2307 gilae'DCts0 067hxay noeky [Till. Ct,Ob067 1. The plans suet be wdlflad as fellatio Dear Atill, LmFo111 - a. Iran pins at all angle points. pins mat be in plan COVER SHEET • - prior to issuance of ■Cettifiests of Decupsney t not Application 1406 - JNJ Company "ondquarlors . . . . - b. NG0 at WC coordinates root be.suppLied. SITE PLAN • At the Septrml,ar 23, 1987 meeting,r�VCdSwlt, CrlinditIsolonalArpld. leetIons Agcney/Cvnfervcrt X Calmnlealon asp e. All drainage plpsa.iroa rstah basins root have a Minimal la0b, to construct an arfice ha[ldinq and ynragra on proreepa Tar-aced dl■sster of 1S^., . _ SEQIMENTATION 8� EROSION on the.northerly tilde o[ Charnl Pont" tin 1 c, si pinq of 5rPagd by -----• ---- -� iteino E. nyyppn L Assoctdtos, dated 4/g/87, conalaLing of S pngrs. _ d. Sanitary sever Isiaral cat have clean-cuts every too rest. �.��"-r-~' The following conditions must 4e adhered to foe this permit to be CONTROL PLAN valids e. Crease crepe wet be included !a the garage floor drelaage• L. The plane must,be revised to show the [allowing modifiCntlonel (• Concrete sldevalks rust be labeled- _ - LANDSCAPE PLAN ' 4 el construction axlt pad.to be 25' tilde. g. Lighting and all da 5 nra must shorn on the .uf pun. - - � ARCHITECTURAL PLANS - - - b1 eequanee item 92 to include needing and atabLlLration h. A ehnln link fence with screening state met surround the of tlfaso items prior'to proceeding to item i2, buildings. outdoor equipment storage eta■as directed by the Planaln6 e3 show tiltsotockplle per note 12. and Zoning Cosraission. i. p„srater location, if required Must be share ion concrete d) the staked Itoyb they alaa located on the plan by the theyCa engineer pad and screened). seem arpronrkate, however, If more era needed, can be requhsted. J. Architect's peal wet be placed on elaystions1 o) cltnnga Stem 16 to Land."all signLfieant opecimeh trees k. Indicate area end eeveefn6 of wash rack. ENGINEER 12" or greater !n Diam. till! be protected." Also state method to be Used. I. A sedimentation trap tru■t be included at catch basin IL], f} A,Cance or horsier nhnuld be fnatnlic.t along cite REINO E. HYYPPA 8k ASSOCIATES enormee 'lino along the exlating detention baoin to 2. of ice erehlcecturel a]evntlan■mat be apptnred by the planning . prctcct it Loom encroachment and to maintain its and ZanLng.Cngal■slon prior to Luuance of a.6uilding permit-tlo,mosty. 124 HEBRON AVENUE ]. t—dmeaping along Chapel Resd and along the eaatato boundary of GLASTONBURYI CONN• 06033 2. Hr. recnn+mcnd A bond in the amount of 55,000 1,a ouhmltted to the site mitt be increased. - , ensure eomplionca with the planning L Zoning CosanLaalon,t0 yrlor to ccamnncesent of any fits work.' ■meeting mist be held erosion L sediment contcol measures. vith Tow Suff. the 3' Hctlandfl Sets 01 the Doperlinent'foreTownd staffs review must bpriormtotanyty ck 3, Ile building peraits.will-be iatued until the final plans Kara on the Rite, been filed in the lawn Clerk's Office ARCHITECTURAL PLANS q. Contitiuctien activities shall be subject to tits eppcoval of the 'fottn�-Cnginear. 6. This approval in subject to the cnndlcfon■of approval or clta inland Retlenda Agency/eonpervatlOn Comalvalen, p 5. The nrplicatioil shot, Iademniry and hold harmless the Tawn T. An n*-built plan will be requited prior to laevene. of a crrct[i- D AVI D G O S L,IN INC- or South WIndoor againnt any liability which night raault eats of oceopNmey per Section 4.13.10 of th■ Zoning Rs6olsclons. J M J C 0 N S T R UC T IO N CO., IN C- _ - - Crete the proposed oparatian or use• 6. The permit IN valid for ono year and'.shalI expire on 8. Landscape bond$3.000. 6513 E L LIN G TO N ROAD September 29, 1998- slack and white tran"pnrea[ eylarm a1 Sheet 12 v[th the above coadifiea- SOUTH WINDSOR, CONN- 06074 Vor truly pure, clan", together with three blueprint Miles of the entire art of plane. . .,,"t be auhmltled to thin C..+at+eton to be ots,.ped and e[gnt d. The. ����� lot t.re o! approval of this.Co—l"alon, as vela a" the inland Itetianda ABeneyl - ` Canservation Coenlarion, must be reprodueed on the.sglats. ,vtn Pelnlc;Warman LANDSCAPE ARCHITECT I land Wetlands Agcney/ After tt,e mylars have been signed by the Ce.esla"lan. they rill be re- . Conservation Commies ton tuned to you Ter (Sling in the office of the iovn Clerk. After piing -7 TOW N AP P R d vAL� Town ry Booth Windsor these plena, a copy of the tecalp[Masi be subaltted to the planning �• 10-23 � Department. FUSS 8i O'NEILL INC- REINO E. HYYPPA 81 ASSOCIATES KFnsdlb Toots very crulZ. 2I0 MAIN. STREET a FLNiN 1N0 i ZDM INC CDFMISS1oH CIVIL ENGINEERS LAND SURVEYORS - MANCHESTER, CONN. 06040 GLASTONHURY, CONK. Lou!.. C. E'.ne. Chairoan SCALE DATE 4 57 MAP NO.1 60L9 -8C LcEtcbe �NEET 1 0F 5 102EbH WE138lll Y CO' r u T'YPE'L OQ _ iA � ` RINGS AS NECExAW'(, tJSE PRccAST t6",•9. ExT6l ID u N Y •' t ELEV. _ (o5A°1CcHAMBER 6l COtAC.Lt4 C.US 5"'AU waLLS ec�v.=�6•�icwwn-lR A� PIARKV1e4J ••�' / ` ,' 7 1 •l' i1'.• •• DRIVE 9L V/a21E5 s_L -�' ��r ; 12" 3.. � ^•••Q1 tl ; � --{ ��.. Ca'KNOLK0IC SPECIFICATIONS EQUAI- OR S1M II AR TO ROTOtSDO CT 6,&G-t ' SIT. G y� 5'-CI" CoMr-RETS MINIMUM STRENGTFI 5000 P.S.1,@ 2B dRYS V I ; r,ATE 4-0 DESIGN LAADt - AASHTa I-IS20-a4 v 4' pC2OZ_ 7 GESSeD AGGQ� LIQUID STEEL REIIJFORG>Me -ASTM A,_ws GRADE fo0,P MIAI.COtIER SITE o { 1 {j LEVEL AIZTC0WS COVOR aoI1.IT SEALED Wirt•i I"DIA.BUTYL RUBBER CMFAUAL. \ .• � :a r TYPICAL PARKING .LOT t31 DRIVEWAY C�pEI ROAD I I l I Fw^'i.7h1 '.0 f+�Ot�� .— — � � 7-�• a • OW�T O'IPE k � ' � 1=_AJ`f LJT`{ �^ x - y" T'PE�45T 9RYw (NO SCALE ) NT CHAMBER DETAIL ` I OIL & SEDIMENT 0 4i, �- ( NO SCALE ) -- _ / b.. • � I i e• 0 , I MIN. ED C7 J I I a �(�' Erc�.Ee.1 5TO1.1`e •rTiP.) L"- a. -• { E ' v.0 a `. oCob.i' i'- K' '°'oea�:`eccl•a d ' FILTc,r FA�GL LOCATION PLAN -s IA_ N/F QUINNIPIAC CORPORATION t t o.. I N/F DUNN BROS. SCALE: ! = 1600 C B DRYWE LL DETAIL tN0 SCALES (.a _ \ i E'Xis}. � �ci�-r• I _ S ..- .Comp 32' S S' E LP S Co5'32' 1S' E I.P. _ ` `- _ 442.2�.- J, E TYPE"C:' AMH A GRATE TF-Ca8.0 21 RCP / 2Fa' S2HAIZ A SAC15'Xw oet c�� 30"Flared End /, �G PAVa=rJ AP is ` FL=fo4.81<2rX�) I 6 W I FL=�4.'►4 f \ U I � j I 0 601 DRAINAGE EASEMENT TO 5151SKY l . fr` �` MopIFIEt3 RIPRAPAPROM f f z m L2534' _ -. � - - - cUSta % - - _. �S � �$` C ti Z wATEfz Lt4F- -- - _ - - PI Le R I :::. . NT . - - -to v� r i _ U � Ate-!., _ _ - , . . Q rKAP to 13E TYPE R 3�os-Is l >yaA• l c 13 i•f� P� I -1 MEENA4i FOUµDARI'Co. n o t E x 0 TF=G,. . oR EC;UAl-. ; -,G A R A.: � F,..=ro I.Co4 4 , � ^i s 1 CyEE vETA1u O-�' - . fj - t I41 LE _ - ` ► > ' ) f. ( 22 ' ' ` x r�ou PUr4tasleR Ip r2D P; E _ _ E' is-A. AREAtE ! p (�3 - Cab �1 D� YA ILLI ) \4 3 - C B TRAP DETA I L / I {� y- Exist. I�r_E tv G 4-b 2S' 10 I I I.p I Cn '-uREEN113G (p$ C,13 •G-L•t.1 1.1? RU�ESI.E I � i 'C-L'G i'>2`IWELL� f I - FENCE SORE KING FenK I I 1 GGE PIt E �/ I FsEOIMEANT \FL=C�o2:01 1\ j1 N N/F I L7 � _ T�=�o.o I Op 11� CHA1n6ER } -�-r3 �`-_�' " S I ARON -E. RODRIGUE & SHARON E. RODRIGUE & (NO SCALE) a1 I I Ig _ .J L _ 4 L P �\ 144 IS'FctP r�X�- �@ O�%P CB' 3 �. `f- ` 5/ =Cntc.33 , FINANCES R. TRAMONTANA FRANCES R.TRAMONTANA 1 N/F -}o ��� I @ O _ "Rcp FL=r,2.00 N/F �� RICHARD C. VIRGIE & � x So l8 @ 0.S% Z LOUIS J. & BARBARA A. POLA X` -%NG u1_o'�4� ROSS G. BURWOOD 1.-.-F_G E"N 0 ff - 4a T F Obl.c8 r / ----------- r .. - _ i .n f 2 T h1C� CoNTOU R I > I - I ac TF=04-33 PROP05EO CONTOUR -� ' 1 Ir1 - I " GAftAG �; ; N oRM DRAIN/SGE C�-W - \ (� PP,oI�SGI7 STGRM pRAINAf�� �-= '" ,+ '} FiOor Elegy I'BL.C$ -- --- -- ff o b EXIST4II� S�.tJITAR'l SEWED -- -- 7Fcic°32-i 1J �- t �Q ` - FL-G5,ro6GB'Xw� cP / f SPOT ELEVATION '`S FL'�5'�3Cz1-x£} ` (v EXISTINU r pVLRSEOIM SIT + O —CHAMBER-B X PROPCaSED sI�T ELEVATloN X J �} {fi X BIT. - t 'c-�"� �& c8 *4 C 'DEL C g �V YF=Co .1 O TF= ram--— / �^ v '° FL=G4.40 FL=�2 ss a DATA TABLE FL ROOF DRAIN/ FbOTING DRAIN 1 D T�=Ca9.l� / a 4-15'ucP AREA - 5.SCo Ac EX\STIt�1G IRON Flo rya 32'-. FZcP ce°5 L I' o A I � @ Lo�b TF=�� ZONE = INDUSTRIAL. PROP05ED' 1RoN P A ` ` c5-1 FL=Co2 r2 �•I� u E�R0P0SED SANiTAFc`! LATERAL L ` M -��.$o i3 1_ & 0 COVERAGE �� •1e MP FL=Cagroo ln`d BIT. Cu1z� r° m •c I 2 ALLOWED = 15'/0 M .X. Lam- Q ACrtUAI_ = 4`I% (+4'/o1=UTURE) / — J sf_=O71S Ac. o Cg,•c-�`� �— � ,00; � BUILDING C0�1;=RAGE = 32,900 x N TF=�. PARKING fo-1.Co �L=Co5.21C(ra�(E { 0 co / D �9.3 FL=co4.Co (ISM( 98••f=FRCP OFFICE _ Is000 � / I \ `� FQ �,o�% k � Q REQUIRED y 120 SPAc�S C I PER i25 s.£ ojcoss o�lc� ateo)= t2g -12C� •I- 33 FUTURE = t20 "u l5 RC I x GARAGE - raempto ees � REQUIRED = 3 SPAcEs C I PEP 2 EMPLoyEES) 2 = d FUTURE o SPACES Pt'ib� 2 24' 20 PARKl1�fC� Aso PROVIDED = 3 N LL 1 Z -t i32-IS'RCP � p 1�OT�s U �y : / @o.a%�i G�•P �' TOF�GRAPHY 1S FRdM FIELTD SUFZVEY, SASEDoN N.G.V_D.DATUM. REFERENCE MAP= "PROPE(�[Y OF DtSSELL COIMMONS INC. ( 1 �' ! �O (zE l D• DEp SHALL BE SI�IPPEDOF TOF'-�1L•-THE 01 I\ N f�, C' �n GHAPEL ROAD, SOUTH WINDSO(�, CONK• BY EMIL , P 2. AREAS TO BE REGPA W � / u ; ASSC�. SCAL-E 4"=40', DACE �1 �`83, f -TOPSOIL SHALL BE STOCKPILED 1N NEAT SOIL-SANKs A�IAILABLE W. LUGEK 1 1 4 w ,la' C7/ t', �i �a«lo FL=&30_6' FOR USE AS REQUItzED,TEMPORAR'�' EROSION MEA�JT1E5 SH AU- PRC�S� NO. B2--77, SHEET 3 0�' 3. ! ! �' t aF i IL- z TF=�� 1 1' z �t=�=�z ► t3E tNs-FITUTF-D 'TO PREVENT EXG _5SIUE I=RGStON of-II�E TOPSO / _, ore�.-�' ,�- 3. ALL DtSTURBFD AREAS SHALL GE STAB f L12 ED WITH 4' 70 PSOI L , W I lac �^^ _ - SEEDED WITH PERENNIAL FINE TEXTURED GASSES AT A MINIMUM J ! ;�! CURE J} RATE OF 11I2 Ibs. PER IC>DO S F ( f ' „ / GB Utz 28-IS'R�P Q• STAKED NAY SALES OR- FILTER FABRIC SHALL BE PLACED Ili! CRITICAL (� t xl + f. ,r/^-;:.12 M e TF=Co4.`� 94-IS"RCP r Ca_lS"RGP our a / FL=co4.6o +�0.3'/, @Z. qo @I.o� ACZEAS DURING GONSTRUC-T10N AS DIRECTED B�( TI-'iE TOWN ENGtNEE'R g11-, 1 N 3 tc) 4.39-1 A,ND SHALL BE MAINTAINED UNTILSJRROUNDING AREAS ARE STASILtzED. ( 7 4 I x REMOVE EXISTING Sul+-nttlr�s f FUTURE PERKING l , E C.35,(D86.4a9 5. REFE1ZENcE IS MADE TO T4 4E SOIL CONSER�/ATION SE-RVICE" EROSION EMOWPIX OI;IVF)JAY evc• r ��'� ITMQPIe ,rAczo SEDiMtENT CONTR©L HAND��k" FOP ACHE ABLE METHODS (TpTa5�11_,4" FEF-TtLIZE, - s�Ep �Mu�K) f r� 1e I I � as'I � _C`1 sFha[�S) � �,--�- OF GoNTROLU NG EROSION. / / �- / 6cs c� ¢ CB CpFtY Et1�iPl4 0.� SITE PLAN / �. ALL 5}GNlF1CANT SPECIMEN TREES I2" OR G EAJER IN OUTSIDE / I j TF-CoCa.20 = (,8�8 GOtSSTRUCTIDI�I LIMITS, r t2 MQPIe FL=Cn4.cnuCtS"?f"� ��t. WILL BE PROTECTED PER DETAIL. / Afp e ! 24"I\ 1 ? I\ (t=)E(vcl� coat. 1=_=Co 1.o�C t�'� mon. -7. 7HiS SITE DOES NjbT CONTAIt�I ANY WIFfL.ANDS AND IS NOT LOCATED I �/ A �.21"-,� ` - A FwoD 'ZONE. P R E P A R E D F O R oc-- �r L 20 ( .i P N CoCa' -- 13' 4�l" W --- - 4=" O• 8- SITE LIGHTING TO BE MOUNTI=D DM BUILDINGS ION? I ` 0 N C 0 - �_ �S. �ot�c:►�oO. i _ J M J CONSTRUCT I - Spa M I1• T _�cn.e, ROAD FL Cno.14 CHAPEL W3 �°"Z..'(S' - _ SOUTH W INDS OR , CONK. I hereby declare that this map is substantially correct. This map „� _Soil Mat{1 { �So11 and survey were prepared in accordance with the standards of a Class A I survey as defined in the "Recommended Standards for Z141(o APPLICANT Surveys and Maps in the State of Connecticut" as prepared and adopted by the Connecticut Association of Land Surveyors, Inc., TOP COf1C, Mof1, RED, 10-23-8 i PER TOWN p,PPR��/ALS on September 13, 1984. C�-7,l8 JMJ CONSTRUCTION CO. INC. Cer#itied to be substantially correct 658 ELLINGTON ROAD REINO E. HYYPPA 81 ASSOCIATES J CIVIL ENGINEERS & LAND SURVEYORS SOUTH2�0628 CONN. 06074 William Klock, L.S. LS. No. 11s22 28 GLQSTONBURY, CONN. Kenneth B. Smith P E Reg No- Topographic SCALE I`�= 40' DATE4 -9_ 67 MAP No. 166-86-1 Topographic features, shown hereon, were prepared in accordance SHEET 2 0 F S with Class T-2 N - - - . . . . .. . ,.. - _ .. . N - - - - _ - N ,,, STORM SEWER:STRUCtU - • .. . . . RE - - .: ,� S : . .. . . . SEQUENCE OF CONSTRUCTION , . aRY 5EEpING Optimum (' timum ��+:�� :: TEM _ P. . . - $ F;, �, . eed'i n Rate (I bs Seed 'n S �'� :.. �.,, 9 g end �-�... ,, , _ ' 1` Instal-l'. erosion & sediment`ation controls. ., ,� { �;. � � �i1 / .•�., K.�' �, . . .. .. ( . ,. • , S ecTes Per acre Per 1':,000 sf .Date De th(irlches „. _ m R° rEw 17 . . , DRIVE - -= ��-�� , '~- _. (�') Grade driveway, parking :areas & construct' - ''.`r ,�,.�i. Sudar)grass' 30 p.'T 5/.15-8/15 1 ,0< •,,, ttr, . . �_ -de.tenti on basin , storm drafnage. & sanitary . . R r {,riri.i'In'� I. -Z . . .• . : Rerennia-T ryegr.ass .. .40 . 7 ..0 3mr.'6/15 6 5`.. T . I Sewer.Seed &stabiIize.these areas. 8 1=1.0 1 r .�. ^ ti - : ...13 Const�suct office & arage bu111 ngs ; _ I. - ,{„�. g , l Iaow es! FLOW �� v .(4 : Remove er. on & sedimen'tai:ion controls. . PERMANENT S n - SITE Q „a, . , EE Lbs/700g: SOIL (obtained from SCS Soil Survey Report -'.:� ivy' �° ' I- - . Seed Mixture Lb . .. for. Hartford* Con a - - s/acre sg::f o t. `� ty� �, " qr' f!''c *y _, . . Kentucky Pl u a ra s s 20 .45 . . z u. x o • .. .0 _ t_..:.L Y +G- `-- ord Fence ,, '.. ,: ... .. AREAS OF CONCERN Cree i F .*� 14. 3 .�;�, '�,. ; p ng Red . escue 20. :45 Wv Windsor - loamy fine sand , 0 to 3 % slopes, Boara Fence tact �, GMa. ROAD . . Perennial Ryegrass 5 10 There• are no weti' nd soils n h' r er .: Aivci-tc� Area between exi sti n & ro osed detent'i on - ao t i s p op ty: R IFEAC.)-Y-1 B,kI..F g P P Total 45 1:00 WITH ba s i n s_. • . Z„x 2"x 3' STAKES . A s J . 4lnd & water erosion.. Straw or hay and/or chemical mulch. . . 0i ,I % - . 0 . . ' SEDIMENTATION - CONTROL. . AT � ' : . CATCH. BASINS 1 '' ; I 4{ . DUST CONTROL �;� j ' I..I_.E�7--------IN��_�--1_�--�.�T-e�I--�.-\;:T_.- I. • I, `` . Liberal applications of water shall be used /� .. . �I I I , . - to e' imi.nate dust..,_ .Calcium chloride lori`de ,sha:Tl . . -,w t : *be used in pavement areas... � 4 : ,,r, .. #-. LOCATION - PLAN �M • -� / SCALE Ir, 1600, A w�s N/F DUNN BROS. Trlangalar eoard-Fence correct Trunk Armoring N/F QUINNIPiAC CORPQRATION . _ . TREE SAVING DETAIL ,,- cp p - S 2Ca 12" E a I:R S Cos'3 -1 I5' E. I I.F , �t P o��•ct~ 324.82' - - _ --, -\- . S-I p��1t S - Cos' 3rz, IS" F_ . .TF=C°g.O I -',•'r-CP f _ .. _ .. - - -. y -` _ -.'Cnn(.o •UL• -. ��` - '-_ .._ .-- GT412. 2_) - FL:w4.91 Cz1 kE) a c� '`? _�. -�_ �o.I Inred cnd . , P' tti., tiI"> / rn r 60' DRAINAGE TO 2s' 42 Y o - II I , ,,'• �, I c SISISKY t .....I...:kI%......-.-.:._..I..�I1..:,..1 I.'1.I-:......�"I.,.�.d..I.....).....I..-........-...'.I� .I:...�.1...--...�,:,.1 I 1�I.�1I.I.I_.1I 1I1...:I.,..,I.I...�..I..II...,.,:....1_.-.1 I..I.1I I,I..I..�..,.>,1.I,...:,II1-,q.... ..,r.F--*......!....I..I.t.,*.,1._..,.��.��._..I...,.I-I...1.._.......I,I..II1...-:.�I...--...:.�.'..w.�.,.:,I.�..-.I.......,-..��.;......_:......,....?.�...I..I..I...�I...1...I:I:*I.I......:I�.I..-..........I.I1..,-.c.I...-I..I,.�.!l.�..1.,"1..'I..�:..A..�..:..,..I."T..,..,.I lI L,,-.�I.I..II_E I...-..:.I.-.-._..-.I�.:-I..-...l.,,��I...�cc.'.1..�.:..*.-,.I-....�I 1.....,-.:.�,..-.,,>I.-'_-.I11-..I:�lI.I I.-.,�1',1.1.I..'1I..1V..1:.I!.-..;.;I I."....QI.111..I..,.h III....I..I.I..I......,.".�,v..,..I....A(%.I.�.I�.V�I-I.I..I.-.I.IO�..N DI.I 1..).,.,.I. 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FILTEPR i=ABRI - �rl T?- ' Qp "-/J _ `Ar I , �� ,., --'---_--_._.. %' CO Z` - _---'-- . . `~• xo _ _ ► I %. - -- �'r � -..--- ...___- _ ---' _ lo 4 . iP . - :'r J . L � I f 220' +' �`'J ® ,_ -.._ ______t-----___.- _ --- Co l�' -- . - ' --- . . • -- _'I . . . CONSTR,UCTION EXiT . 1 I- fl ��E■�1 ■�' .■ ■ ������ I ® E ,u- �. f � J . ;. ;i' (p8 CB 'C-L' A I.P 500 4I' - 'X - . . -�� .a ,: ,_F ., . r .FL=(o2.g7 u..,F-b''- Imo' 25' 10' W I 1.P w . 4: Ig'cGC c �t:L•t i - - -I c� 1=1,_r NSF i I- _ _ ...__. crn .. , . . 14S 151 t' X T2-1 cG FL-C:1.0 N/F I. C-t'C oRYhi Lid I . (n . c�' . . to 0:5�� �N p`� a C, cB _= SHARON `�. ROD ` U YF. TF -��.0 1 �'� - IGUE 81 SHARON E. RODRIGUE 8{ TF Co Co-3 . - .; r. / - . ' _ V_ 2G -{ „RCF FL=.c.2..00. N/F FRANCES R. TRAMONTANA FRANCES .R.TRAMONTANA- i6f -IA- , o S/o _ . _.- ... . . .. - - --•----_..- . . _... - .. ��.. r . . rU 3 i U_ i3 @ N/F . I -1� 1z- _ - _ - ----- LOUiS J: & BARBARA A. POLA `X 11�,, '.,, L ,r.1G RICHARD C. ViRGIE & Ni '�`r✓ _�_ ' x � ROSS G. BURWO z EX15TIMG COMTOUR - -- -. - --- �� -. f / �a OD 240' s, r pRoFo=EC C0t1tro1_)R �_ _ = r EA5TIt,1U STORM DRAINWE Cam--- l(i ; r .� svvALE . rl =,ao3 A PF�OCOSCp STC�t?M DP.AINIi � --'- I , r/ p ��=�L.13 . . . 1 t S � BALEQ HAY_ C>pk STRAW . EXtcTlf.tb• �I,JtTAR'{ SEWER �=a =- :'- oat, ca \� _ � _ . -1o9 2-T � . r 15 P i FL=G5.rog(d'}Cw ` I @ 0.5% . -'v W I N L=G5.G C,= HA`r BAi:_ES oC` SILT ONCE 'E N EE W®. 3cz1'Xe j` L_- z 240' p . OBL `6 I, K C C- • x z I . -ME OR . rF,(9 18 1 O 1d 'FF=Co .IC) Coa C6 .. N FL- G5.3(2t") 1 a FL=Co4.410 F' -al i ,, E D5.Z(24 0 . I MstJ. isJW 1 ..RC y A Liss {JF_V-SN i 34'- 5 P V - Dlt�1G QN 1 • 10,• MAC t` 408 3 'f15U"RCR A S @ 0.5°6 f i-IE.iCnHT OF SLCJPE: AAI� I I. I /a 6 F' I �TSE.QhSE�S OF s�ESui.Yt►.tS I,'• --) a M Ct3 O TF=Gro C) GRAbE AT TEE gP 'S�Par- n. I 2 L . r ., TF-Co-i6 1=L=Cot-12 11 EXISTING G,ROUNia i"TERSECnizii1. 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N 1 I FENCING , - _ ` A I ,_�E.I-.IV_i 1_1i-.�.-+�...I bI�..IC-,.'.-�.s 4,.) ,-.-',.%%\.-�.I--.-,,I..1-III 2I��.fk.I-I.,r�I _...fII I. II I. I. / wdn. a W L-- Q .- N Ili CB'C-L' 1 J . �c -- x _ Q - '� Cv-1.6 TF-C.C.. I tom; i .I..'.(�.Z,:..I.-..�,.T..04�...&-.I�...Iq 0,.5.'bL"II.�..D-I�. v--�I-.�..I74--f'-57.--_-,10-�*.- t MA�{or i FL=Co3.21CtS? 1j} • . ¢ - X POSTS 6 0 , \ <a A FL=Co4.(o (IT) 91�-I5�•'RCP } . = - Z_ = __.� 1 = , t - • . . I. r : .. .. . . ! . � , -_\° , cos% 0 1) or - - .. �� --T - 1 W 2 . ~ �`� 0 ID gCc-i5'RC i,I3 4 sue' .}-- 1 , - .,n \ , @ 1.00/0 I X 6 /� 0 i, r , _ 1 . `. / , U �,o R.IPRAP OUTLET . . r // /�� I' //i��1/i�ii 2�"M t N. i 2 2O 20' 2a' 2a' ` �a o \ � K 0 V c�Iry. • z Z x� 1iAp�le \ ti - �� y . t f;4e I I.o (P � J 1I O . tti r: ^0 (/ + I - i ° - 132'-12"PVC 613 tt "` _. ?,. "Oli, I . I (I I _ . �../ ` . ~ . 1 (�NI 4r / . I / Ca -' i EDGES - ! l . l J { 1 cB TF G.96 s I / FL=&5,03 . . _j 1 _ _ i F=Giaq ,c� - J I . i �9'C rJ - I J 1 rl_ �{ ii rpjil . 1 . . - q _--- HAY BALES . . ; I I 1 oV2 TF=CO490 944-i5"RCP 28-1ra'RGF C • _ I I , - FL=[n I. 0 WD9/o- fo-1S'RCQ @ t.07o G �' . @ 200 � } 1 �' 1 x ` `° - - - - E N C E / ,".. -0-� - / 12�gp1e l I SILT F �t•,61K- _ _ P10 le --~- - as - YaRo y,K 0 . z ! �, `+ SAVI; {dp `� I . ,2" 1 r t 12 IE I CB CpRY ELL) 0.f . D I / Apple) 4=p 92S'�' 2 e I ( le TF= pco.2o 12') s �g\8 - ._` -' o ' / _ 1.. 1�n / FL_Cn4.Cn C ,l �r T 24.G1 2 - 'FL-Co►.03C'S� i - C i _ 1 ant- . . be �Ie' ,� fr=4�•20' 3 2Q1' mon ' P XS I R=• 25• o .: c. _ s Mci n i�I - Coco' �13' �-1_.. _ w _ - _ ,�,0- - 4a49 4 v qE I _ _ - - ---- -- ----- j - -- -- - - a o. . - . - -- - _ - -- s ign - . .. .. • . . . _. --- . • P R E P A R `E D F O R f� `, fl-M N• 30' Son _ .xin.M.H . _ _ _ _ TFrCaco.$-I ,:_ - . -- ---- - --' - - -- - F__G_1.C°4 . . .. TF_14.30 -.: L �� :- CHAPEL w� FL_ G3.( QOo(Q xs) ROAD =CoO.kn, J 0 T . . t ,- SuET cx,'t; „aq C 1na,tl� _ - - - _..-- - I. ct�P � T3\19 --'- .b�_-__----__ - -@- �-- - - - - . - 2-I1ICo vl�tprM.N. - x_01% . sNer THIS . PLAN 1S TO BE USED FOR S O U T H W I N . DSOR , CONN. . . . SEDIMENTATION 8i EROS i.aN - CONTROL MEASURES :ONLY, FOR . . . . - . _ . . . OTHER .S.ITE _:INFORMATION SEE REV to 23-8`I pE>z TcawN 4PPROVAL5 • . .. . .. . . - .. . . .. . . : ' : ,._ • . REINO E HYYPPA 8 ASSOCIATES • . _ - CIVIL ENGINEERS & 'LAND SURVEYORS . . .. . . . :.' G 70NBUR - 1 -. . _ _. l AS Y CONN. . , •.. . ., . .. .. . . .. -• - �, .. . . ,. . . _ . . - cA 4 - - P ,. -. - .. A . - � s LE 0 DATE4 9' 67 M No 166-'86'-1 ._ :., . .. - - -._ .: -�-_ 5 -IU2EbH WELIBILL Y CO' p`u 0 0 d' E�(1STt To Tz-'a I U f P MI=I`LT STaQA�� �.�1✓ GARAGE 5 el D GARAGE / • I D • I D P L A N T L I S T D CODE QTY BOTANICAL NAME CONMION NAME SI7_F/REA',ARI:S A S FRAXINUS P. MARSHALL' S SEEDLESS ASH 3_3 ; ' CAI a_ C C C C C ! I.. 7 LIQUIDAMBAR STYRACIFLUA Si1'E :TGi?Ilf 3-3? " CAL. .. f N 1' C 5 PYRUS. C. BRADFORD BRADFORD PEAR 2-24" CAL. Ir 35 PICEA ABIES 6-7 ' HT. s NORii'AY SPRUCE O / n o 15 PiNUS NIGRA q j T , OFUT UIZE U LSI RIA1� PINE 6-7 HT. PARKING -F __.___ --- - --- -— - ---- --- - ---- ---- _ ----- 1 A E - -- I` COTINUS COGGYGRIA SMOKEBUSH 3-4 ' I-IT. Q : O OFFICE s .� a. F 14/14 HIBISCUS S. RED HEART/ RED & BLUE ROSE: 3-4 ' IIT. O : - m FLL`I:BIRD OF SHARON p 2 A. A y G 11 HYDRANGEA P. GRANDIFLORA PEEGEE ITYDRAN GE - cn C A I IIT. 10 JUNIPFRUS TORi,LOSA HOLLYWOOD JUNIPER 4-5 ' O _ HT. j3 100 JUNIPERUS VARIETIES ANDORRA , SARGENT, BAR 18-24" SPD. O - HARBOR, BLUE STAR & 3 ' -0<< 0. C. DWARF JAP. GARDEN hi ALTFRNATF. 10 ILEX C. CONVEXA CONVEX LEAF HOLLY 24-30" SPD. 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