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HomeMy WebLinkAbout87-45 Nutmeg Commercial Centre Lot 2 ,' 1 .: .4. 111V-111, U1...11...4..�i..i i u..- ..v.� � 1 .1 ♦..1. J� � I cent-,the•Conlractor from obtaifling, the necessary dimensions,or information ed,.'tftey should cfieck with ALAO VIETS ASSOCIATES prior to the fabrication T f contractor is resPansible for torrectinq same at his own expense. ,PLAN 1 1 N Vry i SCHEDULE TREES (M• TI ZZ fjNu4- � � � �I wNrr>✓ ftN5- f�4 t� T� IIiNu� NIG4 �k '.Ti"�IG4 4(l�TI�NNI; 7 G,t✓t;L l'j"�I�. -r I NTN� �N��E-h' `�� ''-4`' >31 Fi�) 4 (I:Zr ice .Y� 7' +'''.' 3'�` � � T7 `� TN:-i.J/s Grta L��NT�I� •p/-�izl� �s.M�!C./5,1-�- '`a'-�' i��-Y� N IGfF_4_ L2/h• 7 1 a SHRUBS j. - _ � � �;rf �� ��,�-•1 IC�SL 1-I�h'i� Gvl�-fir-lay! NAM� 5(���• �;-!I� 2 ` - -t- - : • � � _ � 2� `-�PIi�J�- . vGr-ll-}�.-•tTrGl val•-1 I-�4�1✓ ���IK-!;� Ic''�-z4�I �,l kJI H<fA -r.4 Th ! &u N �I? �I ~, -� �7 21 kCc�t l I G 1-I ��r� f�J t'i 12l-�� `UF i~i lac►-1 Z' z 12' G c� z=r� z-ram ' .tr. , ' h•- rX �, loll1� ti (�-� • ` -f�j �-�� _��� „��i �i�a� cam,--�rr�2�t-i Q. .�`�l I`I�f=�-rL `�.y r • - r `�� '--�'j�' (�-���-{ I'i /SXII��-"�IC.' GG�`��i' I�G'�I�i �j11�I i�J'} li,✓k .•4 + �Z-�5 - �� ✓ I.�1:, GdI`1 rifhC'rh. 1Sl-I�Gh•�l�Yi'S �.?I I��r l �� T4 �� T7 71 ESTABLISHING VEGETATION MIER ON DISTL B-0 A4EAS i r 1. Scarify the surface of all areas to be topsoiled. -7 rl 2. Place a minimum of 4 inches of topsoil an all areas to be seeded. 1 `f 3. Apply lime at a rate of 2 tons-of round limestone per acre 104 pounds per 1.00D square,feet 4• Fertilize a) For sprino seeding, apply 10/1D/10 fertilizer at a rate of 300 pounds per-acre (7 pounds per l,W. square feet), ,. work into the soil. Six to eight weeks later apply an additional 300 pounds per acre on the surface. b) For fall; seeding, apply 10/10/10 fertilizer at a rate of 600 pounds per acre (14 pounds per 1,000 square feet), and work into'the soil. 5. Smooth-and-fitV the area. apply seed uniform! at the rate specified for the seed t �• than-.1/4 inch df soil. y P type, and cover the seed with not mr `AR'EA WHERE SEED RATE PER MIX APPLIES SEEDING MIXTURE BY WEIGHT 1,000 SOUARE FEET SEEDING DtTES Atl.Lawd'Areas Red Fescue 70F 4 pounds April I - June l5 I -` Kentucky Bluegrass 20'. or Perennial Ryegrass 10A Aug. 14 - Oct. 15 Diversion swales Kentucky 31 Tall Fescue BO% 1-1/2 pounds April 1 - June 15 .°:. .�1� Ryegrass 20X or 'rS .k .j Avg. 14 - Sea.. 30 "�Zi ?i�7 F7z + • S _� I f tko-maintenance areas Periennial Ryegrass 40% Aug. 14 - S_pt. X : 6, Temporary seeding: Nhere'the final grading is not completed by September 30, a temporary cover is to protect the sr"1 �U•G 13: i'. over the winter months: 1 Annual Ryegrass, or 1-1/2 pounds March 15 - Z iS Periennial Ryegrass or ib Aug. 15 - Oct. 15 Sudan Grass or Millet 7 pound Aug. 15 - Oct. 15 Winter Rye 3 poundr Avg. 15 - Oct. 15 ` \ TREE AND SWRUB PLA1fTING OPERATIONS r• + y ' 1. Plants are to be punted in the location designated on the Plan or as staked by the Landscape Architect prior to planting. ��— 2. Tree'pits are to be 2 feet greater in diameter than the ball of earth or spread of roots of the tree and sufficiently deer '5 to allow for a 6-inch layer of approved topsoil beneath the ball or roots. Individual shrub pits are to be I foot greater than the ball or spread of roots and sufficiently deep to allow 4 inches of approved topsoil beneath. Adequate approved topsoil is to bt-supplied and placed at the pit by the General Contractor. ` y 3. Excavate and backtill the planting beds with approved topsoil, by the General Contractor. to a depth of 1B inches for shrubs and 12 Inches for ground cover, t C'+ 4. Topsoil for bactfill in all planting areas is to be natural fertile agricultural soil, of a good texture. free from 7 �� [(i "i Y subsoil, and free of roots, sods, rubbish, and other dangerous smterlals. �' r� S. Set the plants in the center of the pits, plumb and straight, and at such a level that, after settlement. the crown of the '�'[{ + yj_�j�3 .plant will be at or not afire than 2 inches lower than the surrounding finished grade. When the balled and burlapped trees are set. compact the topsoil and water in to fill all voids. Remove all burlap. ropes. or wires from the tops of the balls. Spread out the roots of the bare plants, and carefully work in topsoil among them. Cut clean any broken or frayed 1 �,1 roots. Form a shallow basin slightly larger than the pit with a ridge of soil to contain water. Cultivate the soil in the 'ry Lt —�! _ �. shrub beds beMeen the shrub pits, rake smooth. and neatly outliv*. Provide 3 Inches of oak bark mulch for ail the 'Y planting beds and tree and shrub pits. r y 6• 'free guying or staking and wrapping is to be as detailed on the Landscape Detail sheet. t l'�YL•IL.LI i , 1 ,�,., � I ,',; �''''•,� 1�.d.YclrSEi xNKtv?.E Ca►�il� o�: T� b• ibavof'r> Ct ae�) �0-5�7 . --,. �• U d w G, At�e�.f�.�ec'C I Pair) J `� �` „� d `1_d Cl . 3^cwi- Z!x � McA_C%4 �� / h r -� - _ x 3��� � � J �lr•11� �1a1?� • r i ,(o�'`rXll•LeMcY,/�, � q Zeili,l;; Comtilli5stE1`�' BEcr�F>crio R"=i6'" SHRUB PLANTING DETAIL r NOT RELEASED FOR CONSTRUCTION PROD . MANAGER: CHIEF DESIGNER. r" Rim REVIEWED t BY DATE - consulting engineers BOUNDARY- - .. .... —t------ MANCHESTER , C 0 N N E C T I C U T _ FIELD_ EDIT Land Planning GEOMETRY Landscape Architecture LANDSCAPE PLAN DRAFTING -- ---- �c Urban esi n -CENTRE _ _ s � p g c OWNER: HAROLD ROTHSTEIN.PARTNER - REVISION DATE 349 PARK AVE. E. HARTFORD, CONN ��y1v N4 35� SSA SIMSBURY, CONNECTICUT � d - - A S Ep�4Nttat2A4E tQG�4 AAR Ian 'Yff i Nmol 16%J AsSxP3dateS- APPLICANT: UTILITY DEVELOPMENT m 349 PARK AVE. E. HARTFORD, CONN. SCALE : HOR. IN. FT. DATE LID. BK . PROJEmiffCT NUTMEG ROAD SOUTH WINDSOR, CONNECTICUT VER. IN. FT . 6112/87 SHEET NO. OF NOTE: These drawings are the exclusive p+aperty of ALAN vTETS ASSOCIATES andshall not be ` �� «LLLllllh reproduced, in whole or part, except by writteil penniSstan of the Landscape Arch t Luc t. The Lontrdctor Is respon•,ibie for cherkInq all dwwrksIun5 and conditions at the jolt Site. Where jVt) rUndIllOus p:•"eflL the fniTtr.+.l+±r trfn Ob[ainTno the necessary dtmensinns or inlurmdtios J a shn or spcc:, ioi, they Should heLk with ALAN VItT5 ASSOCIATCS prior to the tabricatior. L.%-® TIN `awfv LE , ux of said wnrk. The contractor is r+rsponsTble tar correcting same at his awn expense. TREES jco ; J dc.2 fl t-�CJ`� I- l G �f1Z I C4 .4Lk�'r>�lbN �i N b' -7' T1 �, rT�lp. -rl�- TN� Mr +_4tl 0 1 I I✓2M I� L,a.U� Tle7 tree M I N I617M4- 2-T3 - 4- T� tzc u r-1 Zvt_,0>I I = 3 71 SHRUBS -�►�L.I✓ �� _ �3 - --\ --- I(9 58 _ � - �.►-I I��sL t�1 ti 7-SP t T4 � � Z� �12� oar-Jl-4c`-�Tf�� va�-I I-�c..�tT� �1�-�► Imo''-�" �yl- , ': 20 �c �t-i�;MCA al-.a"rC 15 t�l.ia3� wE NG �� �t�.��- QxJ�Y 2 •., sic,{t--1�--� ass. ._.�..I�-I rim 1 20 + 3 -S f _ L .a Cif- 4x L..rs:Q►� cc l-�c JC�C E 1®a'I-I�'r l�Cn T �. T3 e - _ e.e,)Ila . ESTABLISHING VEGETATION COVER. ON DISTURBED AREAS �7 l 1. Scarify the surface of all areas to be topsoiled. r ` 2. Place a mini7t= of 4 inches of topsoil on all areas to be seeded. i 3. Apply 11tnt at a rate of 2 tons of ground limestone per acre {i00 pounds per 1,000 "ore—feet). 4. Fertilize a) For spring seeding, apply 10/10/10 fertilizer at a rate of 300 pounds per acre (7 pounds per 1,000 square feet), , t work into the.soil. -Six to eight creeks later apply an additional 300 pounds per acre on the surface. 5 b) ,For fall seeding, apply 10/10/10 fertilizer at a rate of 600 pounds per acre (14 pounds per 1,000 square feet). and work ltlta the soil. t 5. Smooth.and •firm the.ploa, apply seed uniformly at the rate specified for the seed type, and cover the seed with not xic - than-1/4 inch of soil. •'AYD WHERE SEED RATE PER T3 MIX APPLIES SEEDING MIXTURE BY HEIGHT 10D0 SODARE FEET SEEDING DATES ft �tt1l.Uwr♦"Areas Red Fescue 70% 4 pounds April 1 - June 15 t Kentucky Bluegrass 201 or Perennial Ryegrass 101 Aug. 14 - Oct._15 Diversion wales Kentucky 31 Tall Fescue 60% 14/2 pounds April 1 - June-15 Ityegrass 29f r Aug. 14 - Sept. 30 T� 410-maintenpnce areas Perinnial 4yytgrass 40% Aug. 14 - Sept. 30, a (Z, Z b Over winter Where the final grading is not coWleted by Septe�ar 30, a ter"rary Cover zx>�J is to protect flit sip^1 Q PerismiAnnual al Ryegrasa 1-1/2 pounds Karch i5 - June 15 or T U hcg- 15 - Ga. 15 - Sudan 6rAss or Millet 1 pound Aug- 1S - Oct. 15 hinter Rye 3 pound! 15 i s TItEE Awl SIB t'111�T1tK 91'fRA 3 + 1. Plants are to be planted in it* location deslgwoted on the Plan or as staked tly the t.awdseMn AreAltKt prior to planting. !. Tract pits are to be t Peet greater in diameter than the bell of earth or spread of roots of the tree end seffictertly deep to alive fora 6-inch layer of approved topsoil beneath the ball or roots. lndiviruel ahrvo pits are to tK l root greater �- I L"J • roots of topsoil a balls to or "Wiled ord placed at fthtipttl�y [pe deep Generalto wCertracstor�f approMad topsoil brevet+. k approved i _ -•----��T`] / 3� + 3 shcrvbs�an am d iL�n�1f,� planting gro�1�bedds with approved tcpsoii, by fire 6e++ere1 Conerecfor. to . Mptl Of to IKAos br i 4. s"soll,fond�fneiof In All scdsti� VIS Is to be and other natural dangeroferus tiler icaltrsral soil, of a goad test+wg, Prde lava s. 4'�I 3 -S�O 1. sat the ants to the center of the pits. p j 3 pp ilasb and straight, and at sash a level that, filar settlapent, the c['ea[n of the -h plant w111 be et or not wore then 2 inches lower than the surrounding finished grade. how" the belled and burlof the trees are set. con" the topsoil and water in to fill all voids. Revere all burlap, ropes, or eaters from the tops of the T4 „ �' A ( _•—5-51 ,�. bells. Spread out the roots of the bare plants. and carefully work in topsoil asio" epos. Cut clan arty broken or frayed , roots. Fora a shallow basin slightly larger than the pit with a ridge of soil to contain water. Cultivate the soil In the T L 59 elrinfing beds andr the shrub trra andshprvbsDireke smooth. and neatly outl4ne. Provide 3 inches of oak bark as; lch for all the T4 I�1� i���� 3- { 3 6. Tree guying or staking [:�t O end arappirg is to be as detailed on the Landsetell TA t�eatt. U Rt>sarn A ,l*-Rio Goel tic t 21 S7Nd bPU v .I ,1 lillvuMD _ (p''hdVP11Mu�T / 1 �n R':.tb'. e• ,i 1 tan' nnrNiM�^^ . SHRUB PLANTMNIG DETAIL NO1- RELEASED FOR CONSTRUCTION PROJ. MANAGER: CHIEF DESIGNER: — FLJSSW'ONFJ- REVIEWED I BY DATE Cif tscAtiFlg er-oginee S BOUNDARY Mi► NCHESTER , CONNECT.ICUT FIELD EDIT_ Land Planning L DSCAP PLA GEOMETRY _ 1' F c `+•, N' ITMEG DRAFTING l 0, Landscape Architecture ­ZW Urban Design L OWNER APPLICANT : M .G. REALTY LI#IIT110 19ARTAIER13HIla E T E�slt� LEONARD E. ORENBURG REVISION DATE 1 SOUTH MAID! STREET SUITE 9 1 1 NO. 35p tiE` ,�fAA13EURY. CON�AECTICIR . .;•,.,.:- �f�lfMllf::kDE *0.�� Met% wEST HARTFORD. CT 06107 SCALE: HOR. I IN. 20 FT. DATE FLO. BK . IPROJECTI Alan NUTMEG ROAD a SOUTH I�INDSOR, CONNECTICUT SHEET Na. OF VE.R. IN . FT. S/f�/ST a� '' - ' , , , .. ... :.. ." y - - .. , .. _ e 'a' . 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'�•�[\• 4 r•Jr, .! ,•, 5 _.. ., -. .. -.,,- .. ,., -� ....., .-, .. .:y_ \is':� .t. .1._4.. �r.tbl4+!w:{.':��:.1 _1':., _J� ;.!'!. 4 ,zr._`f'.S vs-- :S �4ti n4 :- 4.,.,t_-.-._..,. _.. .�•._.. .,w_. ._....__. .-. ... .... .. ....L�-..._.....�.. ._...... .:.`..._-�r,.�L�s...._..i._L.-- r - �.,...__._-�._....�..___.��.��.._.._.._._...._....__--.._...,.__..__�......_..,ir__�_.��.�»_.....,,�.3__._x..��.�>=E.�- _ a. -.-,t8i,:_LSF�. _ _ 102EbH WEbdILL 8 CO a m m 0 m hOTE: These drawings are the exclusive property of ALA14 VIETS ASSOCiATES.and shall not be reproduced, in whole or part, except by written permission of the Landscape Architect. The ' Contractor Is responsible for checking all dimensions and conditions at the job site. Where •job conditions p:e?ent,the Contractor from obtaining the necessary dimensions or inforrmtion as shown or speci:ied, they should check with ALAN VIETS ASSOCIATES prior to the fabrication of said work. The contractor is responsible for correcting same at his own expense. _.PLANTING SCHEDULE TREES Tl - -rz � �� p �.i-Il,�i�DPI?I �ir��l-I �I+�� I�-`�� �.� -q•i1 f�� t� 1611je-1.-ri4cf-6 &JG7fe V-14-1 T;1 Nf!�_ 4 te2 ' T4 7 �,LI:�iT�l�. T�I��HTN� �4-!i—i��M�=ri%� - �''-4'I � P✓' Z �N iJ�: l=�.�J�.1i GH I!-i, T7 T1-� JJ/a CCU l am!-f"r�i j p,,i�IC iSt�l Cam:GPI T91P •` T1 7j � G 1 SHRUBS q.^-rJ1 E `'r` _ . - - �' �(p •�,' � � Gl �• +'-�!1'>�-I"N'1:.Ir h!�/S'TC.I�: I.�IIF-IGi�I:` r�:..1C�--�j Y•�I(_1� 2 '-21� ' C-C>t v i•'i��''� - _ � ., -I'�- - � � --- - -.� Z� �,.,�irc%1= �//`:.+-li-���.i�TGI v�•I-I I•�'�.rrr� ���I�G•a• 1�='I-�}II �1 . _T(O '�� ZO (iJG1`i /sI.�TCJ ✓ C�I�J� !.F 1.JI �GtI'���' L'i�t }li '` L� � � ` � ;`. �7- I � '/ \y :�� GJ7 Zt-�•L.G'I�'i''-i f/:%C 1-•I �._t 1"'I '1'��1�'i F,_,-''�G��'!-•#A/�-�1-� G'-��2.1 G`.'I TA •'7 2_T__15 ::, �� �-, � isz�•t..l=.t- �X•F?-�1�; N�i(� I-�'t"=-'t=U� �'�l� ., `' '�-7 2� J�-I1-ft��U� t-k1=-t�•�-i-fT�s.11� �u-'i•-'1P� bNt�'�2iS 121�_�,it Gf�l � , � �.�2 ` .�.. �-- �I '\>\ -f,l., ri-.:_I r•t�/S Cc.T�?if-'I'..t{- "L�. ,�lJ''-•��E;TL- i 4�J I1�� i I-� - /UPI!/`; I� ; GGY�`'�T ;�/& i�IN' tit ►-I�t-� 1141�r 'T -JET'• I i. .. �-4,7 _ � .. - . . 1�-_�.5 � �• ,�' ,.��:, cc,-ri racT�s. arlT�cr�'i�_�- �� --�•' Gc>l -a11 - T4 -r`y _ -7' Ec� ' if-,.1', ESTABLISS114G VEGETATION COVER. ON DISTV SB D AREAS -f7 77 4f'r •s. 1. Scarify the surface of all areas to be topsoiled. • �'i _ 2. Place a�m{nimum of 4 inches of topsoil an all areas to be seeded. Y 3. Apply lime at a rate of 2 tons of ground limestone per acre (100 pounds per 7.000 square feet). 4. Fertilize `N F a) For spring seeding, apply 10/10/10 fertilizer at a rate of 300 pounds per-acre (7 pounds per 1.000 square feet). . 3� v work into the soil. Six to eight weeks later apply an additional 300 pounds per acre on the surface. ' b) .For fall seeding, apply 10/10/10 fertilizer at a rate of 600 pounds per acre (14 pounds per 1,000 square feet). and t work into the soil. 5. Smooth.and firm the.area, apply seed uniformly at the rate specified for the seed type, and cover the seed with not me than-1/4 inch of soil. -AREA WHERE SEED RATE PER MIX APPLIES SEEDING MIXTURE BY WEIGHT 1,000 SQUARE FEET SEEDING DATES :A71,Lawri`Areas Red Fescue 70< Kentucky Bluegrass _ 20a 4 Pounds April 1 or 3une 15 ! '^ Perennial Ryegrass 10% Aug.-14 - Oct. 15 IU J TM Diversion swales Kentucky 31 Tall Fescue 80% 1-1/2 pounds April 1 - June 15 .���� Ryegrass 2Oo or A Aug. 14 Sept. 30 T _� •-`- g►;o-maintenance areas Periennial Ryegrass 40t Auy. 14 - Seat. 30 - - 6. Temporary seeding: Where'the final .grading is not completed by September 30, a temporary cover is to protect the so'1 over the winter months: 1 f Annual Ryegrass, or 1-1/2 pounds March 75 - June 75 Periennia7 Pyegrass or Aug. 15 - Ozt. 15 Sudan Grass or Millet 1 pound Aug. 15 - Oct. 15 y Winter Rye 3 poundr Aug. 13 - Oct. 15 r . TREE AND SHRUB PLANTING OPERATiOIIS ! 11111 1, Plants are to be planted in the location designated on the Plan or as staked by the Landscape Architect prior to planting. - 2. Tree pits are to be 2 feet greater In diameter than the ball of earth or spread of roots at the tree and sufficiently deep to allow for a 6-Inch layer of approved topsoil beneath the ball or roots. Individual shrub pits are to be 1 foot greater I �_!�� �� than the ball or spread of roots and sufficiently deep to allow 4 inches of approved topsoil beneath. Adequate.approved 1 topsoil is to bf-supplied and placed at the pit by the General Contractor. 1. Excavate and backfiII the planting beds with approved topsoil. by the General Contractor, to a depth of 18 tnches for shrubs and 12 inches for ground cover. 4, Topsail for backfill in all planting areas is to be natural fertile agricultural sail, of a good texture. free from subsoil, and free of roots, sods, rubbish, and other dangerous materials. •�F 3 ?� -�I 5. Set the plants in the center of the pits, plumb and straight, and at such a level that, after settlement, the crown of the ,• a• plant will be at or not more than 2 inches lower than the surrounding finished grade. When the balled and burlap -rQ ped trees + ,�` 'x are set. compact the topsoil and water in to fill all voids. Remove ail burlap, ropes, or wires from the tops of the t ' ^"•'�� a II ��� .: r r._., bails. Spread out the roots of the bare plants, and carefully work in topsoil aanng them. Cut clean any broken or frayed ! roots. Form • shallow basin slightly larger than the pit with a ridge of tail to contain water• Cu1tlrate the soil 1n the ( -shrub beds brtwMn the shrub pits, rake sauoth, and neatly outline. Provide 3 inches of oak bark mulch for all the planting beds and tree and shrub pits. ) `� ,�: • •- I -�S`rl�ll�ll%�J •����� +-11,� „."' •.;,{'f,� 4 Z T �', 6. Tree guying or staking and wrapping is to be as detailed on the landscape Detail Sheet. t, ` L I LL I + ` t j 13 °1 gAAT144 JuuM)a 6*r*t 1 6f + � � yl�>7 b• 1�TN+Cija� (t e'ta ) T P� - d e, M&Wee C t fir) !�`��• � . . �-�I U 1 is` - �.7 � � d l��E axe .-ram'13.OT�. TZ TI d Fr�ssia - - Y yU del ___---_------- —— — — - - ---- _ L1 ,�•�1sNrtsliilu,+v�, V A>zt�-s t 1f ( 1+Aourt p SHRUB PLANTING DETAIL PJO RELEASED FOR CONSTRUCTION PROJ. MANAGER: CHiEF DESIGNER: FU%4"a'"m"h&01"E1LL J ` REVIEWED BY DATE (:Oiltil III liKJF?IKItIE=?C?Is BOUNDARY MANCHESTER , CONNECTICUT FIELD EDIT _. -D__--_O-- -Land PlanningLANDSCAPE PLAN DRAFTING Landscape ArchitectureNUTMEG COMMERCIAL . .--- - �`� FT ° Urban Design CENTRE OWNER: HAROLD ROTHSTEEN,PARTNER ' 349 PARK AVE. E. HARTFORD, CONN REVISION D A T E- �'a 350 `��� cHMSBURY, CONNECTICUT „' ,y ti APPLICANT: UTILITY DEVELOPMENT 14 NAPE 1R°� Alan Viets Associates 34I3 PARK AVE. E. HARTFORD. CONIC - HOR . iN . FT. DATE FLD. BK . PROJECT NUTMEG ROAD SOUTH WINDSOR, CONNECTICUT SCALE : SHEET N O. O F VER. I. FT. 5/12/67 3` - 93i8" IN UNPAVED AREAS o0'- O RIGHT OF N-p - OLLECTOR ' MANHOLE COVER ANCHOR FRAME WITH - .--_ ._ `, - 0" RIGHT OF ,NAY _ LOCAL B RESIDENTIAL • 5 0' , PRECAST CONC. AND FRAME r CLASS A CONC. 2" 2'- 6 3/8" I I=' 2" UNIT (D.O.T STANDARD) 1 CROSS SLOPE_ ; �.. 30' COLLECTORMir - I o m .,•. - a . . . q zi _ 25' LOCAL g JRESID -- 30' COLLECTOR I NOTE' SIDEWALK AT E�1 T 1 A L DIRECTION v a' S4x9.5 Q' - �" ' 25 LOCAL t3 RESIDENTIAL o --�`-`1- - ' - r -r z OF TOWN. f 3' COLLEC FOR -� 12, f �c EXISTING 1 z : OULECTOR GROUND ,� 10' LOCAL I 17` COLLECTOR 13` COLLECTOR'• ►- 12" t 12 .15' L'J;_,4L 15' LOCAL 5' 8" MANHOLE STEPS TO BE — 1v LOCAL ZI4" FILLET WELD j 'o SIMILAR OR EQUAL TO \ i - `'!�` ,7 VI" �� - rX 12 RESIDENTIAL 13' RESIQ£NTIAL uJ CONTINUOUS (TYP,) i S4" 9.5 N - -� 13' RESIDENTIAL 12' RESIDENTIAL 4 EACH SIDE i cn ALCOA ALUM. • t2653-A ~� w w O I" ^� S<pA� I z cn ALL JOINTS TO BE '^ ` 5" CONC J t a _ I �a � • I y POINTED FLUSH AND FULL 4" TOPSOIL � ;��FS g SIDEWALK 4 p 12 5" CONC. GiNT OF 4" 5'- 10 1/2" ' I - PRECAST CGNC, - R SEED _ ��•" 1=� i GRAN. CURB z APPLICATiON BIT. CU98 S!0_LWALK -- .� _ f _ - OF GRADE I j MASONRY UNITS 1, � -\ 4'� 0,. 3/8" . I' 3/8" : !' I/2": I 1/4": 1' I PRECAST'' CONC. I � ;. 'LOPS Z 2'- 13/8" ` MASONRY UNITS � aR�s ----------------------------- t _ OR AS NOTED BELOW / N " PROCESSED / % l S"PROCESSEC r __-_ GROU /NG STONE / ` „�� , „ � ,� �� I STONE ND • GRANITE CURB NOTES :. d PROCESSED STONE I 81TUMlNOUS CONCRETE CLASS TI `\'�_ \ CONC. OR BRICK INVERT TRAPROCK BASE (COMPACTED) �' SURFACE COURSE (COMPACTED) 7 I3/16" 2 13/16" - - - /o I,r l 6 L-. 4`� TOPSOIL 8 SEED ---1 2" aITUMINOL-S CONCRETE - r 6"• p CGNC. SLAB i MIN. LENGTH 4`. ; MIN. PROCESSED GRAVEL. D' 0 6., 4 6" FINISH SAWN TOP AND SPLIT FACE. SUc38ASE OVER PREPARED CLASS I BINDER -COURSE GRASS STRIP RESERVED FOR J 6., „ E RED SUBGRADE � 8r. 6'- 61/2" 8" 8„ „ �_ ! 3/4" MORTAR JOINTS WITH 1/2 EXPANSION (COMPACTED) ICCMPACTEO) HYDRANTS, POLES, ETC. 3-0 8 ' .0 4 ` - JOINT EVERY 50 . CONC.—T. 2" =� T-10 1/2" a J --___4A' 4""- ___ - - TYPICAL ROADWAY SECTION VARIES WITH THICKNESS OF WALL , 7„ 5. FRONT VIEW _ { SIDE VIEW — I" BIT. CONC. La NOTES ' d RIGHT OF WAY VARIES i I NIDTH 50' OR 30' r WALLS SHALL BE BUILT 1A1N. B" WITH BRICK, MIN. $" WITH PRECAST F- CONC. BLOCK UNITS OR PRECAST CONC. MANHOLES MAY BE USED. I - - I .�'- 0" 12"MIN.I ui �TYPE "C" CATCH BASIN — - DOUBLE GRATE TYPE II _+f j - k � —�—�-- I- 12 BRICKS 13 PRECAST CGNC. UNITS TO BE LAID IN CEMENT SAND MORTAR 1:2 MIX, 2' PRE\AIX BIT CONC. 6„ JOINTS TO BE NOT OVER 1/4 ON INSIDE WALL, i ! 1i'�' R 1/4" Rit , WITH PRECAST CONCRETE TOP WALL; SHALL BE 12" THICK WHEN DEPTH OF MANHOLE IS GREATER THAN 10'. ' �y� 1/4 1 9 3 6' STO'1E `� a' 4tIN. SIG.'::-, L - -- --_ . ' 4 TOPSOIL ` STORM MANHOLE OR TRAPR � - 4" TOPSOIL I a SEED —OCr( -- _ 5 CGNC. SIDEWALK a SEED / a s" PRecE ssEo STONE - i 4'-83/4" ':1JRB CUTS :.T RAMPS OR DIS4 P 'BIT. CONC. i i �---- -•-- ----•--- ---.•� - BLED E R S G N S WILL BE AS :MANDATED BY PA. 78-64 . i CATCH BASIN NOTES 4" TOPSCIL 5 SEED ., 2--�i ��2 2 3/8"�; - 2 - 2 3/I3` z„ . I • I „ PRECAST C:�NC.2_ 2'- 0 3/8" II z I,NIT (.,�.O.T. STANDARD) WHERE ►-iEIGHT OF 8ASitl F?CM TOP OF CURB TO BOTTOM OF - - _ GRANITE CURB - _. -- CROSS SLOPE � _�. BASIN �S GREATER rtiArl TYPICAL SIDEWALK „ 10', WALL THICKNESS SHALL BE INCREASEDSECTION BITUMINOUS CURS i - TO 12 . INSIDE DIMENSIONS To REMAIN THE SAME• .� :ems �._ - b: — - a� o � _ - ,.. —.. •_• -- N r I T• 0 1 N ' 3" MAXIMUM CCJRBEL PER BLOCK. 12 �- 12„ - — --- __ i `�` JOINT TO BE POINTED FLUSH AND FULL. . i J �2" �5. 8" _ ALL PIPES TO BE CUT FLUSH WITH INSIDE WALL. OF STRUCTURE. �r 2 -�8 3i4 ' N rJ 1 �;; BACKFILL WITH PERVIOUS MArEPIAL THE UPPER PORTION OF s i — W J 2 - I ?i9" I STRUCTURE DOWN TO THE OUTLET PIPE , BUT IN NO CASE TO - - I r ..-Y . 'RECAST ONC. A DEPTH GREATER THAN 3' BELOW THE TOP OF STRUCTURE . MASCNRr UNITS 1 E.- i -►' { - ------ EACH WALL SHALL HAVE 2 CPEN VERTICAL JOINTS AT OR as r 13/16" 2 13/16 ' IMMEDIATELY ABOVE PERVIOUS MATERIAL • z POURED CLASS A CONC OR PRECAST SUMP a p n c 6„ f a 8" ' 5r-4r. ` ( _ N• 1TE TYPICAL STANDARDS FOR G£NEr� ,, ,. `, \ \ \ . •, ', \ � \ 0 N LY ,, A L Ft E F E R E N C E 6" TOPSOIL 8& SEED CONTRACT PLANS AND '• SPECIFfCATIONS FRONT VIEW \ ♦ - - _. SHALL. GOVERN , , - SIDE VIEW ' FELT PAPER �,� TYPE "Cu CATCH BASIN WITH PRECAST CONCRETETOP OP BACKFILL WITH-SUBBASE MATERIAL REVISIONS SE,PTEMBER l980 � - �• , � � Y • D: L. 4 13/161. ' w , 3'- ! 3/4" a 13/16" 5" 0 ['- 8 3/8'F o 5' i � PERFORATIONS TO 4 - BE PLACED UP, MAY KILL 1 II ! „ f 9131 � !r HOLES TO BE I/4 I/2' MIN. I , PRECAST CONC. OR 3/8" DIA. ` o o UNIT (C.H.D. STANDARD) 1 r --� � 12 2`- 8 3/8" 12" ' 12" UNDERORAIN r'-Y�r >� I/2" STONE I 1 ! 1 Y BOTTOM 'WIDTH VARIE g�-- SUBBASE - t EXISTING GROUNC iaf I [ _ I i ! 12 ►z w 4"LOAM & SEED 1 6 k a \ - TRENCH WIDTH ot NOTE ' FOP DETAILS d 0,' ENSIGNS NOT '`.. - ;•��� . - SHOWN SEE TYPE ._ ' c�f1TCH BASIN. STANDARD U N D E R D RAI N � - • - - ' AND, STORM �Jf�,�INAGE--.,S7�ND� r ' 8" INTERMEDIATE RIPRAP _ NOTE: UN DERQRAIN WILL BE STANDARD D-O.T. PIPE OR AS APPROVED 1 ' 12" MOQIFIED RIPRAP - V TOWN N OF • S O•U:T,H. 'VV-I N D S 0 R: ' FRONT VIEW _ � - T - SIDE VIEW 36"STANDARD BY TOWN ENGINEER. INSTALLATION WILL BE AS SHOWN ON ) Cj' PLANS OR A5 DIRECTEQ BY TOWN ENGINEER. BUREAU 0 f E N G-I.N E :R l'(1I C - - 62 G\RAVEL FOR INTER. 8 MOD. f ` GRAVEL FQR STANDARD TYPE' C—L - .-, " CATCH IJASIN W[TH _; r� :_Ct �T CONCRETE TOP - • �� - - . ..�.- _ - • - � TYPICAL RIPRAP DI'TC } - -_' � - - . ' . � }, ,:. 1,r• : - '_ s D ETA{ PETERSE.'�;�a• HQF'FMAN 4 - _ - S H E E ' PPROVEDL eY ►' ' SCALE '` N6T'-.Td •SCALE' JANUAR,Y' I979 i 102EbH NEH8I117 CO' I u co to € 70-Wn f�SoutA` azdkat a I540 SUWJVAN AVENUE•SOUTH WINDSOR.CONK.060ra •� `h AREA CODE 203/61a.2511 'F I I �' •• `Totur�. o .�Qctth `Il�vtd�Ua + W0 SULLWAN AVEIIUE•SOUTH WINOSOiL COHN.*$Or& AREA coot 20214u 2011 October 23. 1987 Nutmeg Cewmarttal Centre October 27, 1987 c/o ULL1111 Development 349 Park Are. ' Sast Hartford. CT 06108 4usweg Camaorcte enter clo Ucf lily Develepwe at 349 Park Avenue East 6orLford, CT 06206 RE: Application /1261, Nutmag Commercial' Centre Site Plan of Development re: I1I65 - Applieetlon for Subdis is:an Property at Nutmeg and South Satrilite, Road Lentlewen: Ce n[lreen: Plrase.be advised that the Planning and Zoning Commission voted at Its :lc To6rI 20, 1967 meeting cc approve the above-referented application for e ted at ITS. S,te Plan of Development for property located at Nutmeg and South Satellite Rood as shown on Drawings 1 through it of F1 ,prepared by Fu.a b Please be advised that the Planning and ZoningCommission volicaiian for a Satelli dated July 87 (r ar, ID-2-H7 I, Prodect Nm, $11 Pr •redact co the October 2o, of9B7 meeting bar to npprove [tie ebeve-reCRreneed epp s uedl•ision of land, based on pie ns L,:spared by Fuss E O'Neill dated Nsl 1987, Drawings /1 through 11 Of 11. I'rg ja ct No- 67-131A, subject to the following conditions: following: 1. All Deeds for open apace and roadways; and Easements for conservation purposes, drainage or utilities, that may be required in con aectior. 1. Prior co commencement of any site work, a *acting au s[ be by ld wicb v 1[h the approval Of this subdivision, must. be suba:tced to this Comalmseon prior co filing the •viers and Issuance o1 building Town St at C. - permits. Ali deeds must be in accordance Vf Eh the policy for No building permits will be Issued until the final plans have been A to accepting deeds a�,d ease me nLa no antic be approved by the Engineering he -aYs And filed In the Town Clerk's Office, scecetvill bed heldnin eacrov until coaplatloa. The devils for toL thrdaabdtvis:caeand .. This approval is subject co the conditions of approval of the Inland then referred to the Town Council for acceptance, Wetlands Agency/Conservation ration Commission. - f 4. Ar. as-boil[ plan will be required prier to Issuance o1 a Certificate frc• _ �A50�7,��/ �t CO Engineer for this aubdiv talon :e Object ca the approval of cna �v.:• of Oacupadcy per Section 4.13.10 of the Zoning Regulation*. 1! O u�17 ry ` 1540 SULLIVAN AVENUE. SOUTH WINo500.CON N,06014 Engineer. # landscaping bond in it,* amount of 15.000 must be submitted to v' •au eooE zo3/aaa-2s7t ]. If, far any reason, finished ere aing and other site wore ;s no: completed, the Tovn Engineering Eep+rtme n[ shall deteraina the eao ursc of a cane bong to ensure final grading and site work. This coat. banC this Coaatasiaa, October S, 19 B7 must be ..bait,a prior to issuance of a Cer[lflcate of Occupancy. CERTIFIED MAIL 1. All lots must he connected to :he Town of Saucn 4lndsor aan2' k11 save: ;.t ty. William E. Grace sYsxem and ere subject to [he;i p:roval of [ne V¢ter Po13utEon Control -j :79 Bu ckland Road Authority. c/o Utility Cuanr 11 ter Cent rr .-i„dhrr c/o ttttiflr Eevelup mrnc South Windsor, Ct 06074 " M AY 198'0�k 7 Dear Attorney Grace: 6. Pedestrian doors, signs. lighting, and abutter• must be S.-.-• - Plan Re: :.y;:scacior. I/HI - Nutmeg Cot�artlal CantYa - Lot 02 the se ptember 21, 1967 meeting, the South Windsor Inland Wetlands 7, Grading long mouth boundary *usi be addresseq. 4eency/ConaervaCian Commission approved with conditions Application • 8- Parking formula should include office •peer. .483, a site plan of development for an industrial building on lot !2, us shown on plans prepared by Fuss b O•Nsill Inc., dated 5/21/07, 9. Crass-travel easements are needed nn plat Pfau. _onsiztEng of eleven pages. The following conditions must be adhered to for this permit to be valid: 0c.vpr; 71, panC 4ucaeg Con Sak Centre - 10_ Overhead doors as eleve ilea• sl+ould corrra •ate. sort : .,�,. SOUT WINDSOR , CONNECTICUT .. aodily the piano to show snow fencing around the boundaries c(O UT it lty Developnent !l, A •a rfety of evergreens, rather Than all white pines, 5n,u ld ::- prior to any excavation on site, The storm drainage at included on landscaping plan. the corners o the parking of should not be Installed until that phase is appropriate. l2. Dratn¢gv is sub]ece co epprora] of the Tovn Sngldeer. I! :• - dacencfan basin does not [v action as we ware told oc vnu:e, v.. 2. us recommend a bond in the amount of $10,000 be submitted Co qualm auac be dug oa the easterly side of Lots 2, 3, b 4 et. con r.c.. the Planning s zoning Commission ca ensure eompllance with 5. utter shall be supplied co trill a:ubdlvlsion ny `IDC. to the brook to the south. t erosion i seditent contYof measures. 6. .t drainage aasvaament fee in xle o=aunt ai S?50 snail sea=::tee ' 13. An alE crap must be installed et the final catch basin before :nr OCT 1987 `- _ de[e nclvrs ea sin. 3. Three f3) blueprint copies of the approved map with all this Commission. D Lack and Yh1ta Trenaparent nylers of Sheets 11 and 18 of the ;.tans, � �- modifications must be submitted to the Wetlands Department slat letter reproduced chervon, together with three blueprint topics c. R E . trier to any work on the site. A.1 fabflixy insurance policy S:roj.:: be sub*itteQ rn he 0 Ccaa:zs:an the entire prep, must Da submitted et this th three to blueprint t copies and, nniE The TOI o[ $ouch Windsor as an Ensured. vita a con bin['. s .:e.- ai nod. Alter a! sin the a Lars u113 be returned iio gnu and aunt b,. 3. Construction activities shall bq subject Co the approval at Bait for bodtFy tnjtirY andlo[ C:operty damage in the oaonnt a! B 8 a. Y flied fit the Town Clerk's a mylafice vltbin 90 days. Altar filing chose rho Tovn Engl peer. S1,OOD, •, r plans, a copy of the receipt must be submitted to the Planning Depnrc.rz;. S. The application shall lrsdeauiffy and hold harmlaas the Town 6. 4o building permits will be lstued until all tend t;iunz b! appro-he of South Windsor shaagall any liability which might result hour been complied wick, and ihr 1.-.a1 plans bnve beer. ::Set Ir. : Very truly yours. J U D Y L A N E O iron the proposed operation or use. Tavn Clerk's Office. PLANNING b ZONING LtlNNISSION /F N / F 13 A R BA R A ROAD -1- Thv permlt Is valid for one year and shall expire on 9. ,hie approval is subject to tl.r ,onditfonz Of approval o.' ihr inlue= September 2!, 19se. Wetlands Agency/Conservation Can r_i.51 on. SA BROS. N / F N/F w FRANKLIN DISTRIBUTORS H a M REALTY CO. OO ZQ r--; I ❑ O Q� �O t ^ O O vault tr y lure, 10, Prior to coarrncemont of any son work. a •acting cos: be he:2 w:ch BARTUL I-I w Z / } Town Scasu. �� fr INC. 3 z Q O I5. A i5000 subdivision band is rn - don to ensure [hot ::re •,:ante-;s. HY• L�ze C. Evans -v[ rL� N/ J Y W K v n F. Re to s Agen Chairman Iran pins. oerestonea. etc., err dune. Q `L Z W 11J µ- Inland Wetlands an / Chairman BROS. O 3 W LL z > W Z tl Li.. �. U_ J Q U. ffl U_ U. \ O lI, Show SO' right of way to ?arc,-I t and to oonarsnip On =cps. AvgN W r.FR:dlb Conservation Colnmiasien S N/F Z O \ \ U) \ W \ w \ W \ Q \ Q -L \ Z Z Cf) Z 3 N/F p I3. Dtaensionallze building line• Or pro[ plan. - M A L L A R D CROSSING N/F m Z Z v Z o Z � Z z 3 z > ao z �i C: 8. Davies, Deputy Town Engineer rouise Evans Chelrman, PZC cc: N. GanLick, Director of Public tf s MILLER N/F G E H RIS N/F Michael Gmntick, Public Works Director Fuss i O'tfe ill, Inc. T. D'Aerie: Building Offtelal ASS O C L, KRAM ER Marcia Banach, Director of Planning Utility Development 14, Abuttare aunt be shown on pro- ;fans. F. Shaw, W, P. C. A. .E. Ballerllle, Asseaser - L, Lenniag, Flte Marshal N. Baasth. Director of Planning N/ F G 0 S L E E l5. Suenit trees-droina dose easeatc,1 [e[vaen Lots 1 an Inland Oetlands Agency/Conservation Cammissiva '1 Q p') N/F Engineering F N/F N/F a N/fi 16, Before any further darelopae nt. ten occur as this site, an a+�-trail T A Y L O R �j ROL1N D ]1I drainage pl.n mum[ be subai[tad, es yell as Duffer p5ar: Ally. W. C• Grace 1k N/ N/F- s N/F >- u f1�,ff 17. E12 nlnece lease property sno w:l ^n Sheet 4- N I f N /F N / F N/F o < BOSSI RO ZiUBDIVI SION L A FOR NUlm AEG CONI AERCI L CENImFi E DORAFORM N /F STEIN KOSTIN HEELER OLIVIERI TRlSTATE N/F Tf N� GOLDSTEIN 8 LENTE SUPERIOR REALTY INDUSTRIAL D Y K E N/F INC. MERCURY REALTY CO. N/F LACAp N/F Black and white cren¢paran[ aylarl •.f sheet iI, 3. 6. S 7 it` :ne LAUNDRIES, � RU w aetvafno lana�atlona, together wit', three blveprfnc copies o! the enc:ro '',r•...,1 ' \ Q oust be eubnl[xed i1 :hie Coomlaalon Io be Stea'.' pad end INC. PRENETA Z Q tL F- U. N/F O C� ✓Cf A > DO LING si gnad.p The letters O! approval sf thill Camalssion, as well as :hc I^:sae Retlands Agency/Conservation'Comcla1lort, mutt be teprodated oa : e 1540 SULLIVAN AVENUE SOUTH WINDER.comm.door. 0 Z g Z CHAV ES HENDRlCKS D � •tiara. ARu CODE 2a3 .-2s1i Q. S H A AO N D R I V E 4 SFl 1 N P� UJ a October S. 1987 ..__� UJ 1111 SOUTH SATELLITE ROAD �� °} _J a N/F Arty. William E. Grace CERTLPI 1 �O� \��Pv I-- LL• lLl UL O� � Z O J �N�(r 379 8uckland Road 1 Q. \ _ N S South Windsor.Ct 06tl77 _1 r W _J W Lid N/F Centre - 3 - October 23, 1987 I � �,Q` fC 1L Z U z Z\ \J \ If�f ,+nae.•t:ity Dereto paant U_ U Y near Attorney Grace: , 1 Q =\ Z � �� z Z Ln Z Q ALLEN ffVlJ C A PR A y F / y L/ \1 1 / NIC OLS Star Application 1683 - Nutmeg CDamoreial entre n { -�.� CORP / / • Wl+7(O17 / e Ail—cr :he •glare ha va been of the by rate Commission,be they will be returned 1 s a/ \ :o�yau Or if ling fn the OC[lce a[ the Tovn Clark within 9O days. Alter M G REAL / �G ` �* ` \ f / / N/F I� N/fi !iling tnesn plan■, a copy of the receipt mast be submitted to the At the Septemlxr 11, L987 meeting, the Sou nland Wetlands \ }y \' \ I / U Agency/Conservation Commission approved A , a5 lot 0RSanrtasntv zAe zyNSKr :aura very truly. / / \aubdivislonlocated on Nutmeg end Southg shown on plans prepared by Fusa 4 O'Neill Inc., 6T, as is tinq 1 / /of 11 pages. s ` J ! NPARCEL A � /fiThaeo®(salon reviewed eha application at th tiro � / IN/F a,.. �Y.�u,C.t,t, �(. LCYfTeel•Side on the sits. The totmiiss Lon youurt applications \� \ \ CQ�/AL B Lau lire C. Evans, Chairman .or any praposad requlmted activities thaly teem 111 ARQ o O(JCN�R slann:ng g Zonfag Conai•amen ` 7 N `f J�about. /F ��- 1 2 -' -� �' U D Nfi f� S N/F 1. GantE[k, DtVars, j1=s ~ �� O N�1 �f fi N - I CIA / Lf O R E Y D'Avrtallcui7eeessoy!tc1e1 A S$O r. arllcvl P: C. ne SfS t l 1' / Lunn:ng. Fire Marshal tl / �� -`�� J / � Z N/F N/fi y. Do. an, Pled ni n6 Dlrec[or K n F. Ra e, C a n ` l� r N/F Z W O lama ad Wetlands Agency/Consarvat ran Comairaton _ LA SA MA R SA Sng:peering Inla[ed Wetlands Agency/ ill I `' l / ' _ _� `\ I N/F. CLYBOR tL Q w Z \ Z U � R Conservation CWindsafon � ,gym ^ - Town of South Windsor W �� _ _• _ -� ?�._--\ ` ,�- TRANTOLO \ M z Q z X KFP:d1b ��-� \ C�J 1 �`'. "`�"'"C' `�-�.��-`-''"� �'"�-•� / 'P,9 _ M E R R I L L IrtI�I Z m / /�! CC: A. 8. Davias, Deputy Town Engineer 1 \ 72-- /� a �� V Michael Gancick, Public Works Director ' \ �$�-}.�-�^.-A _ `1� �»~�2 / PCs Marcia 8aanth, Director of ks Direc (I1 Z N/F MarciThomaa D'Auria, Buil4tnDirector f Plcialanning -~ 1 _/ / �_` 79� 1 ---=-� C_ -� - VIP KEILICH Louise Evans, Chairman, PIC PROP E'D BUILDING 70-_ �,`� I '--��--- --5� T4 f�� -1 INDEX T R [Gwg Fuss 6 O'Neill, Inc. ^\ ♦ Imo_. _�_�_ _ �.'�� J ..i'�, 0 1 0 DRAWINGS s AW V S Utility Development � Z r Engineering Department O (' ` �- __ -f ll� MANZf a O a N/F JELLISON I TITLE a F N N/F o MAGLIERI l ! 4. l ` / C /F SMEALLIE 1 l ` \ �� �qR/yN£``r WOLLMA CONES ARILDSEN J � 2BOUNDARY 7ON MORIN�A�/fi FN N/F 1L1R o� 3 -7 PLOT PLAN I l you �f �1 I �� _----_� �`_ ` '� L{�'`f r�r N/F - �'~ �N N� g LOT 2 SITE PLAN y F I L T 1 \ ' �f�~J~ of I�5 �� N/fi STEEN N/fi ` 0 0 r N/ 1 o I Inf e� W REALTY CORP. 1 �/ 6�1T~ HIC /fi Lf O SKALA 0 �_ � G � / F l e g EROSION CONTROL PLAN c MG ���� �1�6 �� /� HORN p1CARb C� RO Oz GENERAL NOTES: __-� p1caF ALLEN RD DRIVE 10- I I LOT 2 DE TAILS 1. NO PORTION OF THE ENTIRE PARCEL IS a LOT _. _ _. _ _ LU N/F NIF N/F 1~ --� �' -sZ -- 07 COO rU'�EQ MAR R TAY OR WITH THE 100�-YEAR FLOOD ZONE. �C O ~62 N/F /F HACK N/F ; J \ �-- -'' CY N/F N/F `> 2. TOPOGRAPHY ON LOT I IS AS DESIGNED "- `'-� y � ^�' �� ��INIJLO ROSS CAVET AND APPROVED FROM PLANS FROM F& Or. PROJECT NO. 85-342 SITE PLAN FOR o GREENBERG N/F F I SH MAN N/F N/F N/F NUTMEG COMMERCIAL CENTRE(' DATED 8-18�-86. N/F N/F pf��r� HARDw00D N/F SHEPARD N/F DEPIETRO N/F DEPIETRO /FR DALENT ANG GOOSES EXISTING TOPOGRAPHY ON LOT 2 IS FROM DAI-ENE Co_, Inc• N/f N/,� V:LOOR%NG O 4430/V ' o MfcNQ�'D FIELD SURVEY: TOPOGRAPHY ON REMAINDER to OF SITE IS FROM MDC. MAPPING. z fi Ni>r DESIGNED BY N/F ; o ONrA .,,• GRAY = , 3, LOCATIONS OF ALL EXISTING UTILITIES IS N/f N/, N / f f DYNAMIC N/F BARRETT KUHA AlCOR d`t� �; aa �., &OBNEILL,�_� aJ NI Lg HELMOL LL Q w E �• q�.�ar APPROXIMATE AND SHOULD BE FIELD VERIFIED coN�R° z w ��•�y *%P�' °• �'-cG consulting engineers HERE NECESSARY. F I S M A N z Q y� Y- - �-- Joao ?= 4 W MANCHESTER , CONNECTICUT 3 4; No.6299 F,,4 P E R W I L L I A M D. O I N E I L L 4. IRON PINS SHALL BE SET AT ALL PROPERTY �9°A 4` B;E"`'`'``'�� PLEASANT �t/ +I�•igBYO MAL EXISTING.ST I NG. MONUMENTS NU M EN TS •,+�••..ggaaagt'' / � ��.•�'-�:' ��-�' CORNERS WHERE NOT KEY A . GOWN. N0. 6299 SHALL BE PLACED AT ALL STREETLINE Owner & Applicant- SCALE = 1 " = 200 1 M.G. Realty Limited Partnership LOCATIONS OF CHANGES OF DIRECTION. At, Leonard E. Grenberg . > 1 61 South Main Street j Suite 211 s ' ti, - �'_ W. Hartford, CT 06107 ' \I■f►�Irfr R- 25 t 22= Lz 0 0 M 0 S �L� T SATFLL � 7- I IS L RdA C $ M/F- SAv� 4 1- ALA PUj `EASAn!T N W o.99r I Q �ato Mo t7 '55MA MqP AREA a �2 CUES - M C)m iv_ H E L b do k9 w "' U 10 NI�ro O r 3 �! 24 Zro IL z _ o o VALLE r �9 H �MCS 36Co.9S FIELD (HELD) Q vy O N /F rn LEO1�lANC>E. CZREE1�13ER`( ET ILL TE pE .S !/� A4 3 0 k/'� NOTE T' +4L ois, NO 100 YEAR FLOOD PLAN IS LOCATED ON SITE. 1) PLOT PLAN, TOWN OF SOUTH WINDSOR, CONNECTICUT ` SUBDIVISION OF LAND OF SAVIN BROS . INC . Ty Aj ON EXTENSION OF SHARON DRIVE, SCALE 1 =40 ' E E F DATER APRIL, 1976, BY JAMES P . PURCELL ' 0 m �J J E pA 0 2) PROPOSED SUBDIVISION, SECTION 3A, PLEASANT R� `GALLEY HOMES, SOUTH WINDSOR CT . , SCALE 1 =40 ' c� Ion 72C 9�, 1~-o t Owner & Applicant: DATED FEB . , 1959, BY PRIMUS C WELTI . N M.G. Realty Limited Partnership ..� f Q'_ 2„ � s��, ,,�� Leonard E. Grenberg ' 3) PORTION OF NUTMEG INDUSTRIAL PARK, �o s, .��O�d�'�kE�'T'� 61 South Main Street f PROPERTY 2,�lLPu N �F ner�P ,O��rrR. cErssl-`oG_ Suite 211 g OF M-G REALTY CORP . ,, PLEASANT VALLEY ROAD Iona pep 7R � 1,r <`� W. Hartford, CT 06307 OF M-G REALTY CORP . , PLEASANT VALLEY ROAD !E ROAD SOUTH WINDSOR CONNECTICUT SCALE 1 =100 ' A. REVIEWED BY DATE fE T / ks�. PLOTTINGFm%jmA0"hS&0'NE1LmL' 4) TOWN OF SOUTH WINDSOR CONNECTICUT, SUBDIVISION �Q RQ BOUNDARY I�c�G� 5 13 g� - consulting engineers OF LAND FORMERLY OF ROGER W . NEWBERRY (NOW SAVIN \ DRAFTING g en 9 BROS . INC . ) IN PARKCENTRE, SCALE 1 =100 ' / I hereby declare that this map is substantially correct. This neap M A N C H E S T E R , CONNECTICUT DATED APRIL, 1970, BY JAMES P . PERCELL ASSOC . / ana %uney were prepared in accordance with the standards of a CERTIFICATION Lz lb b ,i REVISED TO 7--3-73 C iati�A-2 survey as defined in the "Recommended Standards for BOUNDARY -Surveys and Maps in the State of Connecticut" as prepared and adopted by the Connecticut Association of Land Surveyors, Inc., REVISION DATE F R 5) PROPERTY OF RUDI WETZEL, SOUTH WINDSOR, CONN . on S tember 13, 1984. SCALE 1 =50 ' , DATED FEB - 1966, CECIL W BROOKS J& ® o ® NUTMEG COMMERCIAL CENTRE L.S. # 12 7 �. HOR. DATUM VER. DATUM NUTMEG ROAD a S.SATELLITE ROAD S. WINDSOR, CT HOR. I IN.= 100 FT. DATE FLD. BK. PROJECT SHEET NO.. 2 OF ! SCALE: VER. IN.= FT. MAY 1987 422 87- 131 SHEETA N JOSEPH MERRITf 8 CO. w r-- 72 -- - - 10� SAN. ` w lost r ` RANlTE CURB. ` \ �� w.°• lots SAN. (I ~�RrF CURB W. W. 1 / \ ORAlNgBE TCH cvz > WD LL l� o LOT i Aee:,A to.5 ALee,5 3: t(�� ,l I I 1 )o/ m I 1 \\ N toy` 1 II 4 AREA = 55 .so ALQ�S 1 0 Nj 6-4 41 O _ 71 J srru.e zH FEET 10 Do 1 - - N 65.0 : \ WOTE: / 26�EetrtiiLE: !h MdI7� TO A MAP &OTIT'L.OP �' 60L)QPAzY /J F:-,01Z QL)TM�Cq �OMME�eZ.rAU 660TJ'Br , IJrJT'm 0 >'Oao L DT 2 �o \\\ \ `` 40A` E' L.LITI; eOAP, `0. W Pe"Ov—, LT." VA-r�D MA'y .f98�,�, 0 0 \�� _ ` , �PC) ErJ �t Ll D 1 V-4 cC o SEA SN. 8 � � � � � � ` � PLOTT NG REVIEWED BY DATE WATER I FUSS&OTiNE" BOUNDARY L.R.G 5/13/497 1 hereby declare that this map is substantially correct. This map .•+`.'''���o; DRAFTING MANCHEBTIER, C4NNEC7ICUT gpN and survey were prepared in accordance with the standards of a �44A, I .6E�S. C, CERTIFICATION e.RC. s/��/87 Class AZ_survey as defined in the "Recommended Standards for "I-- 4�' 7�y PLOT PLA.W Surveys and Maps in the State of Connecticut" as prepared and '; 4 1 _ t ��►: REVISION DATE 1 adopted by the Connecticut Association of Land Surveyors, Inc., _ `!+Z ND. 12a27 ,�+ F02 io/z/eT on S7plFmber 13, 1984. m HOR. DATUM uu-rl P L1 20Lti57 j 5•SATP L-L1TE QD `.wILI0-00e , c.-r. I ) -E�w4 •'"9•u••��''`'1� VER. DATUM HOR. I IN.R 4�O FT. DATE FLD. BK. PROJECTa a' t.AA.Tc}4 LI ► e-, A 5HE L.S. //r I �� SCALE:&,T 4 VER. --- IN.- ^- FT. 'SJZ+/a-► azz SHEET N4. O L OT Z t Al?1-A = Z.82 AG IZ�S o 415.00 65 07'15°Wqrt O tmn o L O`r 3 W s � a in .4 0 E:, . 2 .01 A C-f2 8,5 1 \ \ m N / \ , \ - in N J \ \ \ O r \ T , inqrl / \ S 69'30'000E 411.02 r �` t _ L.oT 4 • a q J Al2E:,A = 2 .00 AL121✓S / m o j 1 • / �+ cu Z ! N l f ;: 1 _ v 00 � S 74-29.29 E t 366,95 Q) S 53 �O • 59..E �48 /9 T�TaL N/F FrSNMAN - _ /VIF GREENBUR� 40 0 40 80 120 N/F 5H,EPHAR D SCALE IN FEET REVIEWED BY DATE PLOTTINGra BOUNDARY DRAFTING ' � .- I hereby declare that this reap is substantially correct. This map M A N C H E S T E R, C O N N E C T I C U T nrrrnrrr• CERTIFICATION C.R.G. 5//3/87 and survey.were prepared in accordance with the standards of a .�fi�oF Corv,yF Class A2- survey as defined in the "Recommended Standards for .���,r'� Surveys and Maps in the State of Connecticut" as prepared and adopted by the Connecticut Association of Land Surveyors, Inc., ;°j�`�3 ?I ". REVISION DATE F0Q on September 13, 1984. Z 4t*_ '23 7 ' Z No. 12327 {�� ro 2 87 ® QUTM1�ta GoMMbIZCIAL_ CFWTfQI� ' HOR. DATUM VER. DATUM A.V? 'b � ' ; +4 Q'♦ UUT0E:,ta QO } .SATt-ILLiTE, Qt� `�.WI1JV50Q � Lr• 27 " HOR. I IN.- 4.0 FT. DATE FLD. BK. PROJ CITr L.S. ►2 SCALE: vER. -- IN.- --- f T. arZ��c-► aza e,-,�,,. SHEET NO. 4 OF .I WG W WG W G �— SAN �( F DYKE W 15 AT � L�, i� �. �2 o A d s � O-t GRA !9c>.S I r J Q z DRAINAGE DI CH In N .y O C LL N N f � r- � � t` r i r - 7z r � ` Z J \ � Y 4 l �tou MERRrIrL c0 N/F RADEGIMAS 40 0 so so 120 5GALE SN FEET REVIEWED BY DATE PLOTTING - BOUNDARY L.R.G. 5/13/87 I hereby declare that this map is substantially correct. 'I his map and survey were prepared in M A N C H E t!T EA, C O N N E C'T 1 C N T ��prr�r�.•.,in accordance with the standards of a `►.►►oF�cowN'o. CERTIFICATIO ,L.R.G. s/r�/s� Class ._.survey as defined in the "Recommended Standards for .0-`�`;��'� Surveys and Maps in the State of Connecticut" as prepared and ,C��Qf���G PLOT PLA.W adopted by the Connecticut Association of Land Surveyors, Inc., ; �,4`� REVISION DATE on September 13, 1984. ►I m io/z/87 ® FOQ - ?+``< )VI. lzs270 ,lot► s ® ® A QUTME�[0 C-OM1,,IFwt2CIAL_ cE.WTt2f~. �Ns� o�•��� HOR. DATUM �I l '- '_� ��. -' '' a11Z 'o., 3URV� ►o`► VER. DATUM UUTI.AF�cy 20A.D } S. '-3ATpiLL.1Tb SOO S.WIIJV501? , GT. ISO L.S. 123Z� HOR. I IN.- 4-0 FT. DATE FLD. 8K. PROJECT SCALE: VER. IN.- ^- FT. tI2i/e,7 4.22 e7-151A SHEET NO. 5 0F NtdTC L1►JE:, 57 NIF- RADEGIMA5 68 LOT 15 co l - / Y 7• r o' 1 A/( p ?v— f d 1 \ 10' 40 0 4D i ao 120 qCALE 10F 4 t L_ ~ T 6z I hereby declare that this map is substantially correct. This map CON���'�. and survey were prepared in accordance with the standards of a ++.gip` r�� R g f�`�e Class��survey as defined in the "Recommended Standards for Surveys and Maps in the State of Connecticut as prepared and — — — -- -- co �`� adopted by the Connecticut Association of Land Surveyors, Inc., « o t on S pytember 13, 1984. 12327 it �` _ N�F tio 1.44 � G s RE/S ��"•..a...no 4,4 I Z3z7 2 REVIEWED BY DATE \ _ PLOTTING FUSS&OIYE". is� Q BOUNDARY L.R.G. 5113187 1tOW.Y5 DRAFTING MANCHESTER, CONNECTICUT CERTIFICATION L.R.G. 5/13/87 Op•p S 65' i6.02'E PLC r PtrA.W �rcxry��\ S 55.20' 726.98 REVISION 234.01 54 E m o/2/67 DATE ® ® UUTME:,C7 caM►P40CLtA.I_ cewrQe HOR. DATUM 1.1UT'"P L:P QOA.7 1 15• SAr1P LL►TFi eE'2 b.VJIIJI750t2 , C.'r. N1F DEPIETRO NIF DEPIETR4 VER. DATUM IN.: �. HOR. I IN.: A-0 FT. DATE FLD. SK. PROJECT NIF 5HEPARD SCALE: V£R. IN. FT. �1��/cam a22 e-r-����► SMEET NO. 6 OF f E 4' NIF NIF ALLEN TOWN OF NIF COLALUCA N/F AGRAWAL NIF 5ULLIVAN NIF FRECHETTE 5. WIND50R NIF SILLS NIF TUBBY - ALLEN 3tq•Sq - Z-2 Low' 38 ©q" t: SS9.4 3' Slvc7' 41' 11 E:: i NIF NICHOLS PARCEL A / Zo NIF CA VALL A R4 _x 1 .j J 1 f ! NIF_ DOMLIN —70 1 1 1 S 6 16' 12°E - 894.54 N N�F SAMAR �F MERRILL NIF TRANT0L0 N/F CirYBORN N/F BARlBAULT NIF NORMANDJN IF BARTQMIrLI NIF DICKSON <0 p so 80 120 REVIEWED a DATE PLOTTING sca i w BOUNDARYFU&493&401jymLj� I hereby declare that this map is substantially correct. This ma •o'°Fs,sss,�rN �•R.G. /r9/s7 coh DRAFTINQ and survey were prepared in accordance with the standards of a .�� R'G ��cl,'� c.R.G, 5/�3/s7 � s� �� GERTtFiCATlON MANCHEBTE4, CONNECTICt#Class �_survey as defined in the "Recommended Standards for r.Aai,i�� �s�mac= Surveys and Maps in the State of Connecticut" as prepared and adopted by the Connecticut Association of Land Surveyors, `t ' R P�-� PLAta on September B, I984. Inc., Z +� . wI810N GATE Z No._& 12327 i•� �.1 m io/Z 87 ® F o 9 suFv��o•••• ® ® ® lJUTM�t� c0MWP-,VCIAL_ CF.r1,,iTt2� fix susssssss•• HOR. DATUM VER. DATUM IJUTWI ,L:p 20,&p S. T SA ti1_LITFi Q17 6.W IUpSOQ , L.S. # IZ 7 SCALE: HOR. I IN.: 470 FT. DATE PLD. 0K. PROJECT VER. ^- IN.- ^- FT. 1512.1/ems 4-2z e-r-���,� :SHEET NO. 7 OF I �4n . 102EbN WEtlHlll?CO' 0 . `\ LOT I DETENT BASIN . . LOT 03so o . . N/F M.G. 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I. r. hry / � °� (0 . _� \ �Q' h9` ry (Ig OAK I 1` DRAINAGE EASEMENT , 74• / !155 II. FROM LOT I TO LOT 2. I 1 41 5.00, . \ o `T2��.�X, . • - TYPE' CB W/OIL TRAP \ ti I T.F. 6 . . 69. .. } +7is BIT. C RB lNV. 67.5 , \� - -69 r / iC.B. 2 •� / _-- O / N � `\ . l / \ / 1 \ i �'� 1 I / BIT. CURB 71.9 - - _ • . - . . • . . • • . . , _ 70 . , ` \ . - /� - /~ - - _ _ 15 . \ . i _ 1 • ) z / 1 / � . • - . ` . \ \ k ` . . . . . / ZONE DATA BLOCK . 3 -\. 1 \•\• . 'rpq N \ •� _ ,� • . , , f - - • • 4 - - I / ' ." \ Re Actual 18 `\' . . , . - . _ _ . . _ . ) . . , . . . 1 ' • ' ! Lot Area 20 O00 SF-Min '£ 4 - ,� . :. - • . . , . , I \ 2. 82 ac \ ` _ ' /1 Front Yard 3 5 Ft. 6 5 Ft f Side Yard 10 Ft. 85 Ft. -0 \ I PEDESTRIAN ` / / ` Rear Yard 25 Ft. 75 Ft -' \ . j ENTRANC� 1 T0 / / . _ \ LOT 5 Lot Coverage 50$ - Max 24.8$ ;.<;' fg1AET N " 1 - f / // N/F M.G. REALTY Imp. Couerage 75$ - Max 67% ' "5024 1 i \\ \ 14�14 TRUCK BAYS \ C . Bldg: Height 40 Ft. - Max 20 Ft. '± - 3 \ ` ''�1 Parking 2,000 SF Offlce 20 sp r - , 5` 8SP/E{J00 8F - .F { , . , � / , �' 10Emp. (1q ISP/2Emp.=5 Spaces ' 1.1-- . \ 1 ss__ \ `, 7z o (A- __ Notes _... _ .0 I - 1 \ o- r 1 Wetlands field located by soil scientist 71_6 •� A \ PROPOSED BUILDING ` \ \ o . \/ 71.5 { ` - , _ �'�)...'..�1.1I.-1\0I_.0 11.._ t�--.I......I I,.-.8I..,.. .I-I I.1\_'_,-;U,_...I'_..IN�.�''_..I I_."_1.D.I_.��_"."_'-I__�_I._6_1-._9___-_'.__"��_� ..__"--�- 7-[..IE---- -I. '�I ' I ­.'1. ..IL I._' . w , -- 7 -1- 3 0 47 5 S. F ` \ - J` 2. Roof drains shall be installed in such: a way that the roof �r I. a \ , runoff is split into C$2 and CB2E, . . cn - 0 - _ F F 72.0 \ 3. Site lighting"locatecl on tiu�Idzng, willl ziot i Q _ _ BIT. P V'T. PEDES RIAN \ shine on abuttex s or street . . O = m ENTRANCE . `• a -' 1 71.8+W } 4 \� i _ - - WETLAND -.._..._ . . W H I BIT. PAV'T n _ . to , -o o E a `t� so o / �• N V I - . • . s ° -N �? ,� \ - ` !2'xi2' TRUCK BAYS l4'x14' • . . ; 6 FlF�E p TR CK BAYS . 2 D M. - \ ., _ \ _ PEDESTRIAN �,�. . 15 0 � T/ � _ \ �� ENTRANCE � . 15 f r _ - . .. C s �Z . V 3z _ I / � _ . � � . 1N 6 �� "SA ' . - . � 6 / 6s' . _E \ - _ +' + LEGEND --pper• ,_.... . . 1 . .- - _ 72.0 2.0 72.0 - 72.0 72.0 72.0 , \ - - i �� --70---- EXISTING CONTOUR f : ` ' �. - , 4 _ _ \ l \ 1 70 j j \ PROPOSED CONTOUR \ / . - l ,� \ / . . . - �0 ROV4 OF TREES ' , SAN. \ \ 1 � \ ���� :; CLEAN-OUT 1l� - , - �� �- -72 72 �� ' . . . r i. _ • - 1 - . - - 1 - 76 - - - - \ \ PAVED LEAK OFF .;r' ! - �. - _ _ / , -- _ -_ \ , ZO TO DRAINAGE I . 1 �� / - \ \ \ , RIGHT TO DRAIN . 1 '� r,. �. / 3 GRANTED BY - \ _ i \ \ \ LOT-5 TO LOT 2. E ��C�� CB B BIT CURB ` --- _- ' TYP t C 3 + - : ---- - . T.F. 69.8 \, N 71.9 \ `\ 1\ \ o_ ss 7 i } ►�' - - \� \ \ \ + a. INV.65.84 + 72D \ 415 : 0O' \ \ _- ... - - - 1 _ - - - N 6 5°-0 7'- 15' W -'-----72 71 i.'- 36 4 74 �•~ o -., \ 76 . ...I.,I%*s,�..,..-,...I.,-.-..If.�4,;..�.i.. .-..-.-......_'....N.�..I/*_...�.I..I".II..m...,._1:...-......r-:..11I..­-.'..�..o I1...."'!.1 I.r.�1--*. 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' GRADING EASEMENT o �arsYee r ° WITH LOT 3. CROSS-TRAVEL OBTAINED FROM LOT 3. �4gg+' . AL c"° +�inui EASEMENTS GRANTED yt PROJ� MAN - G��, W D Q • ILL C ,IEF consufting engineers. DESIGNS , �� R � QS MANCHESTER , CO'NN-ECTiCUT ; LOT 3 ID. . M.G. REALTY �� EWE I, . 8Y p ., f t N�F r i i . l I Vim'.-"`� ' P ti r.,i, '1 i R 6' i r . �/ + £ F� ,31� F � E01T . �._.._ ,: owns r GOU AApC � M a n G Y ea - `_ Le Y L�mx , AFr��n �___ DI2Arr, r _ Eta bn-1 :,._....:. -- �.._.. 102EbH WEMlilll P CO' u m m 0 LOT I DETEN T BASIN LOT I 3s° N!F M.G. REALTY Id' RCCE /4r� � I V. 67.0 hCL8P GRADE TO MATCH LOT I f70 `Y27496 /SIB OAKQ� pj� h t ' `.� �r� O4 DRAINAGE EASEMENT -� S 650-07 `- 15" E ti FROM LOT I TO LOT 2. 00 •`; ' L , ` `�� �.�x, , , ; ' . II• it TYPE .0 C.B W/OIL TRAP i-71s BIT. C RB T.F, 69.8 \J I _— - \ ass INV. 67.5 , • ` � � � _ ~'\ \ •, C.B. 2 - • 1 IX BIT. CURB 71.9 / \ 70 . . - , �~ , ZONE DATA BLOCK \ Req. Actual 4 .� ' •) _ ; J \ Lot Area 20,000 SF-Min 2.82 ac M �� Front Yard 35 Ft. 65 Ft. Side Yard 10 Ft. 85 Ft.. 1 PEDESTRIAN / Rear Yard 25 Ft. 75 Ft. sNET \ \ ENTRANC� ?0 / LOT aJ Lot Coverage 50t - Max 24.8t ..50.2a �'� \ / N/F M.G. REALTY Imp. Coverage 75t - Max 67t _'• \: \ 14 14 TRUCK BAYS C \ Bldg. Height 40 Ft. Max 20 Ft.` Parking 2,000 SF..,Office (g1 20 sp =16 Spaces \ + \ OR u' 10 Emp.' (g, I SP/2 Emp.=5 Spaces On I t g9_ 72 W — Notes' ..:. O = 71.6 + PROPOSED BUILDING Wetlands field located b soil scientist. 71.5 Y ' " • • • 75 S. F 2. Roof drains shall be installed in such a way -that the roof t runoff is it into CB2 and C82E t "tea: o F. F. 72.0 1 -69 3. Site '1i htih located on bux' din w�I1 not Q _ g � ' BIT. P V'T. PEDES RIAN shine on abutters or street . l r' 0 - m ENTRANCE r F 72.0 71.8+1W WETLAND \ W O m / � I \ B IT. PAV'T so iO �' i \ p I G� ti O{O U � 6" FIVE 12 x12 TRUCK BAYS 14x14 TR CK BAYS 2 DOM. o� PEDESTRIAN 9 , �p f 2. / \ ENTRANCE SA / s5 l - - 72.0 2.0 72.0 _ . 72.0� 72.0 72.0 LEGEND EXISTING CONTOUR I � g } '•r ` 70---- PROPOSED CONTOUR r \ ' 1 ; • ROW OF T REEsCL \ _ i CLEAN-OUT IA' � ti = �� - T ---72" - -- _ r - _ U \` — 4— — I 7s - - - PAVED LEAK-OFF TO DRAINAGE RIGHT TO DRAIN _ - ,� --'• ' f \ \ GRANTED BY .I �/ i t TYPE C C.B. 1 CB3 + BIT. CURB — -- LOT. TO LOT 2. cat o INV.63.84 415�: 00' \ \ 69.7 + b- -- -- -- — — — sN } N 6 5°-0 7`- 15" W —Y--72 71 ..1. . I6 4 74 _ 76 Ro l \ \\ 78 Cr CON& *9: *` 1 \ \ No.6799 DRIVEWAY TO BE SHARED `po '•°o�o�aIBT1 p$i! . GRADING EASEMENT � .E.- �..•, .,� WITH LOT 3, CROSS-TRAVEL OBTAINED FROM LOT 3. y4 ONAL EASEMENTS GRANTED PRQJ- MANAGER; W D 0FUSS&O'NEILLg;�,:.+,,,.,.,.,,,...,. IEF DESIGNER: COS consulting engineers MANCHESTER , CONN;ECTICUT T 3 Rr IEWED By - LQ .G. REALTY DATE N/F M. B UNDAR J'TE P i, q. 17 FIELD EDIT ow GEOME !" M• ri8r & Applicant D FRY G A ` r F R i. e � T aI I - t s. .r ;:. .,. ..... - N G Limited.. Y mz ted Partnership L e o Hard E. � enb •�,+ �, erg 4 --..... 6I Sou ,. r _ , th Main Street L.. Suite 211 1 : : : � r I' tit ,uzebn NIEUdlil Y CU - _.-_ --. M . ,.. : O C . . t' O 1I LOT { DETEN T BASIN LOT I _ ._ , j. EROSION & ::SEDIMENT CONTROL 'NOTES: a N/F. M.G. REALTY ,r 1. A11 erosion and .sediment control.msasures wili;.ba construated: in '..d.I I.,I.:.I.:.�,..­....d...�...I...�..I....::I I�.-'.I...1..,.�I�.d..:.�....'.....:.I..I.­..:,�.­......-..I.-,.II4.W­..-.....-.II.1:I­...-....-..III..t-.....:..-........;I....�...-I.dI......:.,.,:....I.I...4�....:..I-II.-..�-'..I4d.I-........�..L..dd......I.�.I,....d,I:I..i.:....;1�I;..�.d�: .I,I.I.I.."%..I I 1..�-�....I.�..i1�:-..II.-I-�o...I;......,.z-:....d.d1I..::,.:.1 IL:,.--..,1,'.I...—......,.:....�I....d-I...1 I..'..-....I:.p...1-L I-d.,..�....:...*t.. .I.I.d.;....1...-.I...-..:...,f.I.�...-.j..II.:...."....I:..dd dd....1.1.�.d.1..:I..,.­.�7I...Ir.I1.I..,I!-.Iq..--..4-:I.%.,.�..Il.-....L,.,.'...-:I�.I..*..:r...dI....,.I:LI.I..�.II..:I-�..d,I..,I.;..�d...IIII.�:.:.....I,...,.d.II....-....:.�I,.-.;��1.....t....,..t.I1I.�..1...�-I.:..1.I....�...II...,"...I,...I:,f.1 I...I-..1..1.�-.:��....;II.,.-.�I.�.�.:.I.I..I..I.-.I..:I..I.-.1....I.I..�......I..d..�1.....,I.�.�-.II.I.1....-;II I,1 1d-.11.�I...I.I..I.I..I....I...I.....-.I..I..I-...I.I..�....I.II.�...�1 I...II..I.I.I��II�I�I.Id I.II.....I�...�I.�I.,.......I.d I..I..-.I�......I.�d�.-.�.I�I..�I..d.I..,...I.-�I..�I.d I..III..I..-I...I II.�I..�.I I.d.\....I.�I....-II.I\I� I I...I. t.I3 I.i=I.;N-I... .;I.-ie./d../\. .\. I%.... ....I...�I II--'.�",-II�.-(4(jrnI,t..."D-.*:i,\,,.(.0..I.,0.-..�I-:I.*�.IIW I.,/...I.../,I....�*...�..��I L�1,......7.-,Ik,,�-.�L2.I"�.!I,.j1.--,:I�0V t'-'.I.,...,,t�I../\d,I�.-...,-II.I.*..-\..­..1.I,I\/.-",.I.(.-,.-D,�..:?'.\I.I.,1-..I%�-\..`..'.....­.,�*(�.-.1.-1--,,.I/.�---.,.4.-.�,,....0b,-I..o.­..,.1.�...-�1 l.. /,1.%\...ro4"I�I\\S 1.A-I1I I k....\I/II',./�..,\I\/*-\\./I,�a%\\--II-..-..,s�.--.-,.-\-.I,\I.I--�--I.\...-.--.�%-.,,.-...\-.�-.-�. -1\I:.:..I,­,I, .I.-,-I--..-\- .--�---I-.I.-:-II...1...;;,-.,.-,..,.II'*1.,.,1.-�-.-­-/I1-.-- I\�A1. \1� .�r-\_-I-.,-�\-1--.1-V-------/Is-I-'+'-6 -' II�(\,­,�\�,­�­�'('f 11',11'.1 I./'�'�I II.I,/.I/,\,�/I-1��1/(,�-I-////-//7 6P..-I- -�, )\,* -­..4�-1-\P,0,�*..,-­- -)%-,�N 5-I -,".'-- accordance with the standards and" specifications o£:`'tha III - ��-- -- -� _� "Guidelines for``Soil Erasion`and Sediment Con. "ral" :by the' _.. _ -- ---� �_ �� - -- �� Connecticut; Council on ,Soil and Water, Consery t .On ; 0 L a P GRADE TO MATCH L 0 T I Y --70�- l 2. Erosion and' sediment control measures will be 3,nstal]�ed prior to ` 27496 //� \` _ - �, canstruction. See• construction schedule. : r / \\ 1 ��J- I 3. Land disturbance will be.'kept to a;minimum, restabilizatIon will „1" ' '- " � (is" OAK I 1 _ be scheduled 'within' 30 days "� '' " 1 , f - � F . / \ / -. - - 4. Seeding mixture;`for finished grassed,' areas will be.,',as ,foilowsc \ 74' I ANTI-TRACKING APRON xentucky Bluegrass 45�,' Creeping Red' Fescue 4!W, . Perennial S 65°-0 7 15`� E -� Ryegrass 10 Seed to 'be:applied at a 'rate of"4' lbs`/1000 sq r '.'',; "� -' \ -- -- t. Ian ing 'seasons shall be April 1 to June" l and .August T5:", 4i ,T j 41 5.00 o _..- to September 15. . \ ` .. - 5. Areas to be 'left bare snore .than $0 days befor11e finished radin / . v g g and seed i a h orary seeding of `-T ng s c ieved shall receive a temp T1.9 B!T. C RB T.F. 69.8 Perennial Ryegrass applied at a rate of 2 lbs '/1000 sq. ft at a i•" i s 9 _ I N��5 �� depth of 1/2 inch. Limestone. (equivalent.to 50 "percent:calcium '. s• / plus magnesium oxide) shall be applied",'as �seedbed,preparation: at - \ a rate of 90 lbs. 1000 s ft. Plant3n s / i / �1 \ / q• g. seasons shall be March ' ` 4 / \ / a ` - 1. to June l5 and August 1 to °Qctobe'r 1 i' ! r ` / ` \ ta" be" left bare more 1 . . . • 6. Areas than•;30..days" before }finished'-grading ' > . BIT. CURB + I and seedin outside of lantin seasons 'shall',receive".a'hay ~k••7L9 g P g.` , -� . - . - . , r . . • _ • , - : : - 70 mulch. " / 1 ♦ I + ' /6 \ t 7. Fiaybale and/ar fabz3c filters (silt "fence) wi:il be :installed,"at + _ f - - _ I culvert outlet. r/ ` - • , - - r I . f 8. Catch basins will be protected with'haybaZe filters "throughout . , ! 15" K •' . '• - ♦ ,` • • ' _ _ ;. , / the construction period and until all disturbed"areas are , . - - ` / thoroughly stabilized. t 1 1 ,r f , : , - r f ,, r ^ - , 72 _ /. - / l /f 9. All, control measures will be "main , . 1 - . % -, , _ .� / _ / t tained or r`e laced during the + 1 , _ i - - _ - - I / construction period, as necessary or ordered "ley the" Town: . r \ '• . . • ' ' . ,^ . - _ _ / 10. Additional control measures .will be installed. durin' -the 10 , - � - , _ , . -• - t , r construction" pe�ciod if required, or ordered,b the Town: • _ ., - - - : WINS _ li. Sediment removed .from control- structures iaill: disposed of 'in ` •� ,ram �� 1 �ry \ - _ _ _ I -, - r - \\ - ' , - s V - a manner which is consistent with ,the "intent' of the plan'. 2 - - - _ 1 . - - r 4 r . Contractor will .be assigned the .responsibility: for",implementing - _ - ^, - I f + this erosion and sediment control. plan. This responsibility.. '1" includes the "installation and`rn in \ + 1 f ., ` 3 tenance -'a , n co trot measures;) ' s - ;o ' ' 1 f •informing al1 -par ties engaged on" the constrtici" an."site of,.the ••,,;' ..•I L!' . •' _ \� requirements and objectives of .the lan and motif"'in ttie'.: - P Y, g f \ I PEDESTRIkiN Director of Public Works, Town ,of•-South Winds r,or the-pro er ` �' ;.;' sNET \ ENTRANCES / / / p . ,� .: :.:.,:.;, ` . ''.. ;•t. / LOT 5 Town agency' of= any transfer of :this• resgonsiblity:.', The`'Owner '` t =" ' t ?p // \ shall be responsible for conveying a:copy,.of he Erosion:and :` ' 1''., , 5024 , ` 1 , 3 \. 14`�F 14' TRUCK BAYS \ / N/F M.G. REALTY Sediment Control Plan if the title to the';1anc ;is tram§ferred k - \ \ . °j _ \ 69 � 11 - 74 0 � . \ J 71.5 71.6 \+ \ PROPOSED BUILDING � ` , z _ o A- - -. / \/ ` o o- Q- i k \� , _ _ w - 30, 475 S. F 7 � - 4 F. F 72.0 '\ - __ __ _ -69 BIT. P V`T. PEDESTRIAN WETLAND 0 m I. } ` a ENTR �NCE ` . , . 4 C) 3 • + 71.8+07 W i ! \` ! 72.0 1 o °D 1\ o - ti BIT. PAV�T c� Notes: -, , L) c Z p p - , N C7 0 / \ 1. Approximately 2.0 0 acres of wetlands are proposed to be ; / / filled. Wetlands shown as located by a soil scientist 6" FIEE 12'x12' TRUCK BAYS I4'xl4' TR�jCK BAYS 2• 2 D M o This site is not affected by the 100 year flood elevation as determined by F.I.R.M. .. C6 r ! y5"RCP� - I / PEDESTRIAN 9 3. Snow fencing will be installed along bounds. ies prior to C 8 �- -� 1 ENTRANCE any excavation on sa to:. '' 4 I \' ,. - - :' 72.0 'T2.a 72.0 72.0 �2.0 72.o L E G E N D 1 I \ \ , - SILT FENCE 'I g �► i/ l 1 I 1 } ' NAY BALES 1 3 \ l \ , �. b ROW OF TREES A \ CONSTRUCTION..SCHED ,LE , �'_' -' , \ t : :'. ? - --- ... -- -\ 1-1 \\ " I � , \ �` ^_ - -- \.; tit ,� z\ 1. , Construction wil is commence on or about Se`�temb "` f . - - i .a -72 . • ry - P e 19$7 sand." I Y \ --�44- N --� 72 \ be completed on or about January L988 1 _ __ 2. Install arit� -tracking apron at site entrance` Any matetia� •f`"' \� / 1 , _ �� - �s - - _ , that is tracked onto avem ,.I,dI'IF I.,d,d. ,I".-Ud..,:1 -.."1..I...I.�d..,SL....1�.I.�.1-I I--I j..I SI d.wI.,'.oI.I.I:.I...e,.I II�-I,,d�'.:�I&.,�I*:'.�'....�,-.-,:..I-1I.,,..,�,,.,,,I.,,!1 ..v;�,,.I..'I.,L.,I...I:.I,I,FI t'd:.I I� .I,,:,I'N:.,I,' .�,Vjd�.­,IL.I­,-...".,:I:.*,I'*-"-.­,,l1...L.1,.�,,p:­,"-.,.LL,.�'­.-".1.I�"I.',,.'�.�.,�';,.';,":.,.1.,.­. .i,1 1 __ _ • • that LEAK 0 F F P ent steal I be swept ,,as"often "as 7B -��_ � \ .Ip TO DRAINAGE required. l ", ' * \ \ \ )- ti 3 Place' haybales and/or silt fencing-_as .shown on• pl"an�,�"ox 1 \ \_v. Y \ 1� RIGHT TO DRAIN where directed by Engineer. (Maintain{ or replace as `' ;,,s 11 $_ ` - - - , I \ -� GRANTED BY Tequired throughout -construct - eriod. ) •• TYPE C C.B. CB 3 S St4�-%�.I . . �.... .I-�...Ii,--/-7�it . - . . \- + BIT. CURB - - _ - �. LOT 5 TO LOT 2 ; + " TF 69.6 0 - 72.0 rt 4. Construction of buy ldings may begin at,' thisr; time •but not" \ 'l� �� ` before erosion control. devices,1 2 and 31 `have°'" been install;,6d., ° '•.` NV_6 3.84 ~ /� a - - . b- - - + T1.9 415\ 0 0I - \ '� 69.7 + T 1 --' - - _ 5. Begin rough grading and installation" of utilities :°Instal l- 4 `3654 \ -� \N 6 5°-0 7 - 15 7 - 7 . 71 L erosion control devices at outfa11 of "#3rainage system and .; 1 i lace h . o _ � p aybaies around basins as •they are constructed 1 76 } \ 1 .= I + 6. Prepare subgrade' for paving and pre are" a11.'disturb ' �\ \ 78 �� , P ed areas 1 - - i \ 80 �o \ \ \ \ for placing topsoil .and "i'andscaping �8.... `1.1 51 ` 9 s �-, 7. Place pavement, topsoil, seed and mule' '.and 1 hdscap`ih' . �O,.1oO'f.fF 1"1';rz,E,z,v'V-0'V-7.-%O 1-6%,0 A!',-.I- \\ - � --I--. �- - � - .. . .. . "� `� j Q 8. Remove all temporary erosion control . d voices onl -after `ail ", areas have been Y v. GRADING EASEMENT paved ,and/or grass ;has j b 1. well 'j"109,...,, ;established and the _site has been,' nspected•E�and .;approved',by I . r\\ N--0" I\-� I7�-" �-I(,.0-I. "4.I.\-I.II 1,-�.\1., \.....II- \-.I-. \(_\---- -\--N -,��,/. I\ , k I/\,.-.,". /11%2i4#I't k-0'."0,%t,r'%. DRIVEWAY TO BE SNARED �o OBTAINED FROM LOT 3. o ,to "'• the 'Town. LOT 3 WITH LOT 3. CROSS-TRAVEL C�p#' M o. C,"__,* 0 i ,l r EASEMENTS GRANTED y Q 00 ` L I N/F M.G. REALTY # 3 r;*; PROJ. MANAGER: • W D 0 No.6299 /►�� I.1. CHIEF DESIGNER: C 0 S u I hereby certify that these plans have been prepared substantially in s=% +. , ��.+ E1L C , ;,,,. O / , ,i.:wfs accordance with the Zoning Regulations of the Tawn of South Windsor far 4 o - © REVIEWED B Y D A T E •., °""`` consulting engineers : ' erosion and sediment control and the Connecticut Guidelines for Soil L�••r ''`� BOUNDARY -L.R.G. 5/13/87 -" - Erosion and Sediment Control by the Connecticut Council on Soil and Water M A N C H E 5 T,E"R ; C 0 NNE C T ! CUT ;"? Conservation, January 1985. FIELD EDIT GEOMETRY EROSION AND SEDIMENT CONT {er; . ROL I PLAN ` by: Owner & Applicant DRAFTING s ,:- M.G_ Realty Limited Partnership Date Leonard E. Grenberg F 0 R ;,61 South Main Street Note: The word "certify" is understood to be an expression of Suite 211 REVISION DATE . NUTMEG COMMERCIAL CENTRE professional opinion by the Engineer which is based on his best West Hartford, CT 06107 z� /a/z/87 1 .1 . . ge, information and belief. As such it constitutes -- UTM E G R D knowled N GA An er a guarantee nor warranty. ® II-.I8-1987 a SOUTH WINDSOR,CT. . SCALE : HOR. 1 IN. 20 FT. . DATE FLD. 8K. PROJECT ` - VER. IN. FT. JULY 19B7 87-- 131A SHEET "�. -9 OF_ I. _. . . . I L�d��.L.t _ . - .. . T. _ ___ _ NOTES . JOINTS SHALL BE TONGUE AND GROOVE OR BELL AND SPIGOT" AS REQUIRED TO CONFORM TO PIPE !71 67j8 1-6I/S" 7I/2° ,� WALL THICKNESS SHALL CONFORM TO PIPE THICKNESS /2" L'- " 03/I6 10 3A II r 2-#4 X 4``0°LONG STRUCTURES SHALL � • ' �'�BE PLACED ON EXISTING SUITABLE COMPACTED MATERIAL OR 12 GRAVEL BASE TO 6" MIN. OUTSIDE BASE. TOP OF FRAME APPLIES \ 3.5/8t, :i. 3 5/8" 313ns" cn A 213/16" Y RECAST CONC. UNIT N ° ID.O.T STANDARD ) c, , 5" 6" BIT. CONC. CURBING J 12 2'-8 3/4" 12,t = SEE PLAN FOR LOCATION�� X 0 2 -13/8, f J, 12f 8 j X . s. N 1-1/2" ! -o FOR CROSS SLOPE SEE PLAN 75/B 5�8 > I 213/16' 1 fi LOAM,SEED a FERTILIZER . PRECAST CONC. I TO BE PLACED ON ALL � MASONRY UNITS 9" o DISTURBED AND REGRADED 2' -9 3%16 AREAS EXCEPT FOR Y .� LANDSCAPED AND PAVED e R - a D PRECAST CONC- OR I i/2" BIT. CONC. SURFACE COURSE AREAS . a. T SUMP /- . . . 1-1/2"BIT. CONC. BASE COURSE PLAN 4 - 4" PROCESSED AGGREGATE BASE SECTION TION Y--Y 4" ROLLED GRAVEL BASE 8" g" 3'-0 8 PAVEMENT4. t �e4 6 - 1 I/2 SECTION 5 4 4' 4" \ 2 _6 3'-7 %2" 4,_0„ FRONT ELEVATION 12" SIDE ELEVATION 1' TYPE "C�� CATCH BASIN {- _-- - — !2 + - Q 12 MOD. RIPRAP c , 6 GRAVES ` tOrlr �o,�o SECTION -X- X E ` ND VIEW CONCRETE CULVERT END 4'-p" 3" CROSS SLOPE 1/4 PER FT. TOWARD STREET D D "p p' a, � ' A' pd co PROCESSED GRAVEL CLASS "A" CONCRETE CONCRETE SIDEWALK ALK Owner & Applicant M.G. Realty Limited Partnership Leonard E. Grenberg 61 South Main Street Suite 211 West Hartford, CT 06107 °°s Of COJrN���� is FUSS&O'*' ' er�carr it 'Ors * � MANCHESTER no. s2ss '�, CONNECTICUT ' 4 DETAILS FOR F7 EV15 C1N5 NUTMEG COMMERICAL' CENTR NUTMEG ROAD a S. SATELLITE ROAD S, WINDS OR CT: _....'..... PROD NO DITE SCnI E FiELL, .9K DES,t; ci7 CHECKER $HEE' 87-131A DULY, 1987 NONE C.O.S. __ - 10.of I I qL SWALE BALED HAY OR STRAW BALED HAY OR STRAW 11 }`k111} 3 TOTAL LENGTH 5p1— O ,11til,b L BALED HAY OR STRAW o `. 4 - 0 4 -0 BALES TO BUTT ((tl TOGETHER II n o I p t all I I t. P11f� I.rj1 WI O- ,y- I. 11 Y l w W FLOW J �f Flow 3 TO 4 _ a Cr = C a 3 > a a p f J J Q dS p �-a -� FLOW '` l S i7 ���� 1 �!� { {l} I�,�►�I�1) 111'�� 2-3'LONG STAKES OR REBARSL I rlo I I fI �1'a RAILROAD TIES EACH BALE BALES TO BUTT t�, `� TOGETHER 6 OF 211 CRUSHED STONE _ ,II ,1 I�I BALES TO BUTT TOGETHER SECTION PLAN PLAN PLAN NOTE : ALL CATCH BASINS IN SAGS SHALL BE SURROUNDED BY HAY BALES AND FILTER FABRIC TO BE PLACED OVER GRATE NOTES; UNTIL PAVEMENT OR GRASS IS ESTABLISHED. MAINTAIN ANTI- TRACKING PAVEMENT IN GOOD CONDITION THROUGHOUT CONSTRUCTION PERIOD. 6 2-3' LONG STAKES OR REBARS SITE ENTRANCE ROADWAY SHALL BE SWEPT DAILY TO FILTER FABRIC 2-SLONG STAKES OR REBARS DRIVE REMOVE ANY MATERIAL THAT MAY BE TRACKED EACH BALE OVER GRATE EACH BALE 01`!TO PAVEMENT. EXIST. GROUND EXIST. GROUND OR COMPACTEDPAVE M EN i T (DO NOT BACKFILL I t _ STAKE IN PAVEMENT) EXIST. GROUND- 1 l �t �.�i/%� '� I i CATCH BASIN o N SECT ION SECT ION SECTION EDGE of PAVEMENT AT TOE OF SLOPE AT SWALE AT LOW AREA NOTE HAYBALES SHALL BE MAINTAINED AND/OR REPLACED AS REOUI RED OR AS DIRECTED BY THE ENGINEER. LOCATION PLAN HAYBALES TO BE PLACED SO THAT STRING DOES NOT COME IN CONTACT WITH GROUND, HAYBALE EROSION CHECK ANTI - TRACKING APRON --- _8'_ MAX. —. 8' MAX. SELF-SUPPORTING SILT FENCE FABRIC •- OR-- ' ATTACH FILTER-FABRIC TO WERE FENCE W/ 4%4" WIRE FENCE STAPLES OR HOG RINGS WOOD OR METAL POST— FLOW -- ( ( II SELF-SUPPORTING SILT FENCE FABRIC --OR— FILTER , -•-•�-L �� FABRIC ATTACHED 'cv I TO 4'x4" WIRE.FENCE 1000 �L I ( T11=771_7T--711 /�lT/ . BURY FABRIC 61'�" cis I I I BELOW G ROUND - Ll Ll LI ELEVATION SECT # ON SI LT FENCE C�OV,-";+ D. Qat'c - FUSSomi NEILL ff ' ti - Consulting engineers -o: rr-;,�; MANCHESTER', CONNECTICUT No.6299 °�f8f°..,;;:°;��`;•� EROSION CONTROL DETAILS o � FO R Owner & Applicant REVISIONS :M.G. Realty Limited Partnership NUTMEG COMMERICAL CENTRE Leonard E. Grenberg S south Main street NUTMEG ROAD S. WI ND SOR, CT. Suite 211 West Hartford, CT 06107 PROD. NO. DATE SCALE FIELD BK DESIGNER CHECKER SHEET NO. 87-131 A J U LY,1987 NON E C.O.S. I of +VCCbn fYtU Uli1 f(:L7 N m {(`/.x/• /t-tlil-t (7'T-Sotd T, Wvu&otL jy4f - 1540 SULL$VAN AVENUE •SOUTH WlNOSOR.CONN,CID74 , AREA CODE 203/644.2511 Aft MW ME October 23, 1987 AM a' Cent /a'LUJ2 CX^�OLLUZ U/U2f�e3Q�L fo Ut tor.mr re vel pmente " IS4p SUL,C AVENUE•sOvrN weNpSDR.CON..O6ora :/n Utility Development �.• 3c9 Park Ave. s . -asc ilartfora. CT 06l09 _ ARE.CODE 203/644.25o -• ApP!:ration. 41261, Nutmeg Commercial Ccncrt S::c PSae of Oc vrlopnenc October 23, 1987 Nutmeg Commercial Center c/o Utilfcy OevclopmenL 3:9 Park Avenue £aac Kartford, CT 06108 vast 6e ado esvd :hat the Planntng and Zuntng C...fssica voted at its 5r:ate: 20, i987 meeting to epprnvc the above-refcrencrd application for a "topLaft of d as shown for property located at fIt Nutmeg and South - :e: /1265 - Application for ruhd lv Esi Dn arc tr Road as shown on Drawings ! through_ !! of It preen red by Fuss f. Property nc Rucaag and South Satellite P.oad ^sae-11, dated July 87 (rev. 10-2-87), Project No. 87-131iA, subject to the Gentlemen: F!easr he advised that the Pia]ni rig and Zoning Commission voted at AL UK AM AM IR AV in M AM IL AV Is AIIIIL Ask AMW October 20. 1967 meeting to apirt•ve the above-referenced applical:cc`!or a Am .. .r:o,' ca comr.,enc Cnrnt of any size nark, a setting nu3C be held _i th suhd Arf si On of lend, based on alma prepared by Fuss d p'lic:11 da:y¢ !' + Town. S;ells - omamh 1987, Drawings /1 through 11 o-f 13, Project Co, 87-IlIA, subject :c :he• following conditions: - -- No building permits will be Issued until the final plans have been .:led in the IDwR Clerk's office. - -- --is approval is subject to the cund(t Eons of ap pro va! of the In l.u,d (. All Deeds for open space and roadways; and Easements for cor,sercat:cc 'Wetlands Agency/Conservation Commission. purposes, drainage or ut11-ties• that may be requ!red in connec:tot oI th chi' approval of :his iu4dlvision, nu5r be submitted to Eats Canal ssion prior to ff U A tar molars end issue nee of bL'.ding permits, All deeds oust b, (n accordance with it,. poltcl for • - ns- a:.t -,Ian till he required pr to: to issuance o! v Cert ific.n er accrpcl A deeds apd easemrua and muse bc• approved by c!:e Eng:crer:ag RCIAALdIL ?: �cccpa aLy per Section a,l7.10 of cne Zoning Regulations. - De pn r-.neat and TOva eastee't, The deeds for the von dwa es ace a r-r -1m Ri-,E ••, space .112 be held in escrow _n,11 comp letlon of the su6da,:s:on an-: L-•' :ur.dscapiag bond in 'he amountof 55,000 .us; be submitted to / - "; "T then referred Co the Town !7ouncel for aceeptunc e. .tits Co--:ss:oa- I ` /r]tv12 C}7'J �J� LOT 2 \' � OtLU2 WULlLe30�L Drainage nor Ellis subd1v15:on :s zuh Jr.rc cc t.^.e a.p:o'.1 :Ir :.,' END SULtEVAN AVENUE SOUTH VANOSOR CONN.06or4 Engl nee r.AREA CODE 2e3/6<4�231t :•lit•-eF Ct•r.u.;c:ni Cc:r,r.- - - 3. If. for any reason, ftntsh,d roding nsu o:hc' 'or.. - co=pYor ed, tat Town En gl ne•:r-ng Depart.:rnt shall•de:cr=:ne ac October 5, 1987 of a Cash bond co onsure f;no.: grading And site work. This cos': 55:•: oust be submitted prior to :...unnce of a Certificate of Occupant :..IIIy Dc:eloperrr, rrdrs:riot. Lees , ,n ' z t:::nc.. .,9c;:L;: : plan. i ., CERTIFIED HAIL All loE_ must be connected cc :he Town of Soutn windscr Ian:Grace -system and are subject to 'tie a se-+• '- Crn d::g,along soot:: 50.,:'-n:y -c.,, .,- :,dd:esscd. MAY9 19 ^%9L Ruekland Road Jec pPrava! a! chc L'atcr Po!!u::cc Cen:rot: J- ?a:A:r.g formula should -nciure c.._cc Saute Windsor, Ct 0607: Alit hor!tp. :pat L•. 'ea: ntcOrney Grace: 9. 7 -- Rc: Ap�'itact on i;R4 - `.,utmag Commercial Centre - E•ot 1" rocs-trave! casr-cn:: are acedcc an ;lot p!ac. tF. _ uaend doe:; nr. sic,a;:ons ...u:,1L' tor:cs punt vi c.+ ' t ==ie September 11, !987 meeting, the South Windsor Inland tictiand, =Se:ic'/i Co nseroation Co.^:nission approved with conditions Application _s shcw-+one plan of development for an industrial building an lot /Z, . A 'a"", cf Mier _ :etne: the all white p:nr.. ;: Plans prepared b F qp i cc laded an !ant api n Y ass d O'Neill Inc., dated 5/2I/97, SOUTH , W I _onsisunc a. eleven purges- The following conditions must be adhered IL N to for this ^armic to be valid: :.]:sage 15 S_t t: :hC 7awm _nr:nt•tf. dece nt:en basin ees cc; -too as w weer .^!d .. .'r be e b o: the c cC.ly sidee.1 «o.., , 3, d - I. Mod;•`y the plan, to show snow fencing around the boundaries Nutmeg Commercial pr-or to any excavation on site. The storm drainage at c/v Ut e!.ty Ac ve to pmenc tc E.*.r 1 -k C. r'.o sourly- the corners of the parking lot should not rn installed NNEU 11 UM It t until that phase is appropriate. i3. An�; :;np br :n^.a'.!ed a: :tie lino! catch has-: ; _ _ dot A Elms bns We recommend a bond in the amount of S30,000 be Submitted to o.t the Planning ; Zoning Commission to ensure compliance with '!acf: and 'r reduced then molars et Sheets !! and 1'e of :he -sots:.. - Gros icn a sediment eontrpl measures. 5- .a:rr shall be s,:ppl:rd tr •:•1- suUd: 19 8` 7 this letter rod aced thereon. together with three b3 lie p::at c_...-- the entire pine, case he subm:iced to this Commission :v be :.• - - s1gned, After signing. :he mylars will be returned to voc eri: '• `stet ill bt-uemrint co 6. A d;s mugs asscssnc n: ' ® pica of the approved map with all •its Cenci ssior. FA nod:-`ications must be submitted to the Wetlands Department fi3ed :r. the Town C!r::.'s Of r'cc within 90 days. Af:c: lilt- - :.o_- to any work on the sits- ' Plans, a copy of :he ;rcet p; rsi be subr,'.geed :o .he Pler.r.t nr. - .. A _:aai!t: ins lire r.Cv -c-.c, s.0 _c- - a • n. _ Very truly vvu:s• 1 activities shall 6 Y p ceL �O,�crL•Cticn activ es 5 a e iming the To..n of SDa:.` ; ---- ---- -------- - the :ova Engineer, subject to the approval of limit far bodllY fn}urc and,,, ;.op 51.O90,p00. ! he application shall indemnify and hold harmless the Town !:v hutiCin _ P LA NNfIat d ZONING COH`;!SSlO!: a �/F ---- S Pe:nits will oc isr urd - �SAVIN arts N / F i south Windsor a { `•' ' N / F _ B A R B A R A ROAD J U D Y LANE gainst any liability which might result have been complied with, a.L :•c !:-,:•P lar• he+r-beer�!:-e_ N/F :am the proposed Operation or Use. Town Clerk's Office. By; '�'�`*'- ''/ �~� r I FRANKLIN DISTRIBUTORS H Q M REALTY CO. 1 LLJ 6- Tat permit is valid for one year and shall expire on 9. This approval is subject to :h. cund:!:nu:. u I. Chairman. cv !� !y N/ F - BART UL ❑ ❑ O Q❑ acpteabcr 21, 19ae. .. .-._...INC. E J ❑ ❑ ❑ pp:c:a Wetlands Agent ylConservat:or C,rr.,:s>:on O Z I W 3 I� Very tru�y ors, 10. Prtet is coma oneement of a:y s':e •>r!., a nrctiag r. { BROS. , f�1 a CC/ / � town star£. cc. N. Gant Le k., ..cctor of Pub!:: works - ( N / F � Qi }� � � = r ZLEI �, � Z i LA �/�.., lF. A sSJOG subdivision bond :, •cy:i;i.; : n .; r ilia: •' Y T. Beturia. Building Official N/F (L LL_ U_ U_ Lt_ U_ Reno, Cha risen Aron pf ns, divisionra, etc., arc F. Shaw. W. P. C. A. j 4 -----•� MALLARD CROSSING ; \ aI m z z z 3 z z w \ Q 2 a \ ¢ � z ::FR:dlh Inland Wetlands Agency/ -. . E. Bellev!i] ie36ar {ll l -� MI LLER z t): U � Y Z 3 > ca Z 3 Z t/} 3 (�/F Conservation ds c !?. Show 50' right of way ;o ?o::a•: a „ .;s I,.:,•;-,!,,, 5:.�.rr1ring, .rr zhal , .I _ ! ASSOC ^e: H. 9anach, ,ec;ac ?Lanni]g N/F a G E H RIS N/ A. 8. Davies• Deputy Town Engineer Louise Evans, Chairman, PZC 13. O:me nsionaliac building - Inland s'ecl Ss Agcu• nservat ton Conel Sr.ic' �� 1 j U Micheal Ganti ck, Public Works Director Fuss d O'Neill,Marcia Banach. Director of Piannin ill, Inc. Inglr.ccring Att y. u £ ce ` -•'I I l ! - { I 1 N/ F U) GOS LEE KR'd` R g Utility Development IL- Abutters Must be She— on p!; ;;Fats• 2 APPROVAL F N / l I N F 15. Submit cross-drainage easci% -t hetse n Lacs ! and 1 l 1 pyJRAFORM y NjF N /F I N / F N/F N/F i N/F t N/F N/F TAYLOR / OT APPROVAL g INC. N/F ROUND 16. Before any further devc!apcea :an ..t .r an :his stir, ar MERCURY REALTY CO. I GOLDSTEIN a LENTE I SUPERIOR REALTY STEIN KOSTIN HELLER �OLIVIER[ TRISTATE N/F } C� N/p drainage pt.a must be BOSS{ Eliminate17. lease property shown of Sher, c I INDUSTRIAL DYKE N/F O cA 2. an rJROlyE I ( s I LAUNDRIES, F L Tau/n. o 'Jorcth `�L1ind�o N t S l I / A I' S. Z = CApRUCJq N/F 9iack end whit, transparent ny/n-s :•f 51. -, it. 6, 13405ULL,VAN 4VENUE AREA CODE INOSOR.C513 4601< I ! [ INC. PRENETA �\' Bio•r moll Cica[Lons, iogcthcr w_ h .',-rr hint Print COpiCe r. _!.e•r s4�arv4 ra' REw CODE 203/644-2311 t �' ' I{ O r I li �� \ H N/F Q O N/F N D wLJNG set of plans, must be submitted o lots Cumm:ssior. ;o be s:s'p_c an: October S, 1967 j l{ I Z C HAV E S Q f signed. The !et cars of approva: v! :his Carnlss:on. ENDR C ~ _etlands g Conservation Con>i1..o , ..st 5e r.Pro..-c c ?.. _.._ S N A RO N o f aylats. H [ KS � N --- I DRIVE Agent v/ Ac ty. Wil Lm E. G -c CERTIFIED MAIL ,l Q• A$�L! IF :79 8pt:kAd .Roar' _ - - SOUTH SATELLITE ROAD ����/ N South Wind fip7; tit �O� v \ Q O A'/F ` '� r- lye y�P IL UJ o el 'Y Ica: Attorney Grace: / i ' �QIP !L \ U 1A. Ofl lL J !,L ldl O tJ RNKIIVS LL / 1 / \ y P =\ \ Z [di zz I ly U \J \-1 N/F 1`r/ •:ia! Ccat:e- _ 3 _ October 23, 1987 / // / �' _J J a /F :eve!Gp-enc Re: Application a:83 - Nut-•]e Cor.-icrcial Centre Subdivision (,(_ dUj Z fn Q ALLEN S�Jf N REALTY OR / WC�rlor,oJs Y / C A P R A A, the September 21. 1997 mooting, the South Windsor'Inland Wutlands M•G• �� 11 L Agency/Canna located Com.Nutmeg approval Application i•IB3, a S lot / \ 1 / N I C' OI-S :;n oylars have teen si nrd by cite n plans located on Nutmeg oral South Satellite Road, as shown '1 O I 1 / / / g Coontaston, they w111 be returned J\~ { r \ I N/�. f1!Sr.g !n the Office o[ rle Tvve Clerk wl chin 90 days• After on plant Prepared by Fuss d O'Neill Inc., dated S/21/B7, cona3sting / N/F r 5 :acne plans, a Of !! pages. 0 / �f 1� copy of the re_eio: oust be submitted to the y _ U =:ar,a:-g Oepar;'Went. The coraission :v:•iewcd the application and noted that there are �. ` I / f / zA C Z YN wetlands or..the site. The cotamisaion would ragvire further applicntioesl / r 1 PARCEL A `SKr :aurz vr:y truly, G / / for any proposed regulated activities that subsequently would corm Y �� -••-. N/F about. / Very truly t `4'� � !� Yt Y yours, �'3 I ( / / �.Z' ✓ CAVAL BO ./ 1 OCIATI;S t I ` 1 r 1 0 0 UCNER :ou:lze C. Evans, Chal:naa �2-` J ` I .^.n••e _ Zoning Coaml ss!cn / N/F x N • `1 SFS ASS 1 I I � ��! f / / DQ D i-- :sett. : air K n v. Ran con Cha t'man �'�� NL IN Lar.:- :!:e::or of Public Vrrk:. Inland Wetlands W Agency/ l1 1 / ----�, / I I t FORN Shnw, V. P. C. A. Conservation Caamiaslon � / _ �y - 9 Auria, 0uiid ing Official Town of South Windsor � � _ `'" i - _ Ki R:dlb `� -��- y ! / N/F �I Z J Z N/F iC N/ :c!:,•+i1le, As scsso: G 1 - ---' 'CC: A. 9. Davies. Deputy Tows Eng•ncer '� - - - " ' hal N/F w SAMAR U S ~~\ LL. N F cion3:-Ag�npylCor.ar:va[icn toe-issiva / \ 1��. L t emu. TRANTOLO CLY80R Q, � z \ �' z Y_ q UDR i \ O�VM ��, \ Thomas Gantick, public Works Director tiL•��;� ,t, �� -��-J Z mI Z a !�/ f rector Mateia OanaCh, Di:ectpr of Planning !! � � (�~�'/� � /� _ - 'P- MERRILL o V' ;hams& O'Neill, Building official `I ` 1 �'sj., t \ ` TV�fH-L- IW - �+ 9 T �� fT`h,. Louise Evans Chairman. pZC �} I `T y `� / �t• I t-l_J"' ml �..J Fuss d O'Neill,, .na. i ` i - - ... Utility Development j �� ` Y,. 1� C� - gineering Department �� Qps Q$UILOWG _'7p- � �7�\ i �`.� � C�� --I ��4? �j � � i N/F Z 174 K E I L 1 C H 4' ll / co INDEX TO DRAWINGS I i � ! N F I as p '` f \ '�1 N/F O UiJ N / F O a4! ,tt �4 ' �l l` a i 1 � \� t �, // �.. Mg NZI ,� O N/F N/F N/F J ELLISON �? Q -I i4 t44 1 1 ARILDSEN i MAGLIERI SMEALLIE TITLE IV cgRRiNC�OY cQNEE c� N/F MORJN 2 BOUNDARY C. p N JURI J F' 3 / \ ---- - L t m t# RANCOURr td/FE.011111 5 J ?l MG REALTY coRQ' L T� � �,°! f /� /_ _ �,Jlcn�dtl -- 3 -7 PLOT PLAN N/F N/FGENERAL NOTES: �� � % �56--~�. SKALA STEEN o NiF t LOT 2 SITE PLAN \J CNR R� P O ❑ Q z Oz l 0 Q N J�AR� ROG r� / e 9 EROSION CONTROL PLAN I. NO PORTION OF THE ENTIRE PARCEL IS 4 l x ! t P CARP Q ALLEN DRIVE 10- LOT 2 DETAILS LOT WITH THE 100-YEAR FLOOD ZONE. yti`�I, ' 1` -r-` � _ N/F 1 �6z rUR�Q MARRERO TAY OR 2. TOPOGRAPHY ON LOT I IS AS DESIGNED 4 sz ~ - 4 _ /F qIF AC N/F AND APPROVED FROM PLANS FROM F& 01 I� '' _> CYR rJ N/F N/F r V WOJNILO ROSS CAVE? A � ) _ rr ��I1 (R'� I -` �// PROJECT NO. 85-342 11 SiTE PLAN FOR oh it N/- � .'7: T!I Tn, RF�S l i �✓ u Lam: 'uL 1i J[1' ;; n �, GREENaERG N/F FISHMAN _ 7© NUTMEG COMMERCIAL CENTRE DATED 8-18-86. ? NSF .l ��� - N/F N/F N/F EXISTING TOPOGRAPHY ON LOT 2 IS FROM ,_ HARDWpOD F�F DALENnc. 1 Co­Ca N/F SHEPARD N/F DEPIETR� N/F DEPiETRO N T�FR DALENT ANG GOOSLE� FIELD SURVEY- TOPOGRAPHY ON REMAINDER FLOORING iF N ! O MqS M� ZP OF SITE IS FROM MDC. MAPPING. 0 oN ClY4 `�1 t 3. LOCATIONS OF ALL EXISTING UTILITIES IS N/F FAN q NF DESIGNED BY APPROXIMATE AND SHOULD BE FIELD VERIFIED F NSF DYNAMIS BARRETT BRAY N/F N/F CONTROL HELMOL \ KURq N/F MOOR ``q'6/F//Ca ,',`r� WHERE NECESSARY. F I S � M A � zw � W s - C � VALLEY FUS%03&0JrN ROAD � F r ti,`_4 consulting engineers __ • 4. IRON PINS SHALL BE SET AT ALL PROPERTY .3 r; M A N C H E S T E R , C Q N N E C T f C U T� r►,� , g 4 NO,6299 ', e CORNERS WHERE NOT EXISTING. MONUMENTS PLEASANT PER W I LL I AM D_ 0'N E I L L Qf°fssstitfID ape°°� oe�eF9$/ONa�ee��2�a�, SHALL BE PLACED AT ALL STREETLINE ,`,t�raierra.ark`t40 - LOCATIONS OF CHANGES OF DIRECTION. SCALE fi 200 owner' Applicant: CO N N. NO. 6299 M.G. Realty Limited Partnership Leonard E. Grenberg ti oath Main Street { �. tt � .� ��• a 61 S Suite 211 W. Hartford' CT 06107 113 • - .. ,r3 tr, l ) air - T W W ' O IM LOT I DETEN T BASIN LOT I s3sO N/F M.G. REALTY = `,�,�; --- MOD• RIPRAP _ L V P T IT CLaP 2749 6 {� \ GRADE TO MATCH L 0 T I .'70 `r 1S" RCCE a I N V. G'1.0 T F. G9• S \ �1 (IB" OAK /I I _� �.�` O�P Q � � t•. " I 74-� I _ _ �o c„ � I�"RCP \ �, DRAINAGE EASEMENT R p, S 65°-07 � 15'r E --a- O � ��2 _ �� / /� 41 5.00 . -_. 11.55 It. 5 FROM LOT I TO LOT 2_ CON C. BLocK TRAP HOOD EQL)AL TO NE-E-WAH FOUNt>RY Ni CAT, NO - R 3 101 1T. CURS 1 -�" OTHER W,qY I TYPE �-L CATCH BASIN �r 2 �2 / P , j TI wlTt,-I OIL TRAP . r - . 5 ^y CAT(: ASINtij 2 WINI ZONE DATA BLOCK o \ \ \ \ ' `-j- I 1 , Req Actual 1 ' Lot Area 20, 000 SF-Min 2. 82 ac -1. NpLK 5 �+ 1� x1 SN+=T � ` WALL MOUNTED LIGHT (TYP) —� - \ Front Yard 35 Ft. 75 Ft. :s i ,�f s Side Yard 10 Ft. 75 Ft. �o2a 1 �.\ 1 I . 51 ' -f \ \ ` �' �� ; LOT rJ Rear Yard 25 Ft. t 3 N/F M.G. REALTY Lot Coverage 50% - Max 75 Ft. t \ -i 2.O Imp. Coverage 75% -, Max 24- 8% 20 Ft. + f y - \ Parking; Height 4-0- Ft- Max- _..._ 67$ \ ` � 1 / \ 20 sp. 69 74 -_ / "AAT 8 SPA O S f I G40 =2 i t 1 w t T 72--- O W� �—� Notes: + _ o �- , 1 .o Wetlands fief W d located by soil scient 70 ist. \ - 2 - Roof drains shall be installed in such a way that the roof 0 ; ik_ ` \ split into CB2 and CB2E. 3• Site lighting located on building, will riot �' shine on abutters or street . ` \ t ~ _ ce ROOF 1+ y5"RCP t y g 9 18 1N4LL MOUNTED SIGN - I 'PER ZOWN G REQUIkEMENTS ! 1 ' LEGEND.61 _ ► I U ( t 4 G xtZ' ~ �r.ti,r -, , ,-- ,-�� -� —70---- EXISTING CONTOUR CL ` � a / �.- e..- iW t d = I � 1 12 x tom' 7 3 ►f' I -� 1 I ! _ O"— PROPOSED CONTOUR O R O Val 0 T R E EZ. — 78 ----- a ` \ \ TO PAVED LEAK-OFF DRAINAGE I N A G E L► -- - _ _ T % ----_ .._._----- _- -� —RIGHT TO DRAIN 1 LOT N5 TO LOT 41e 00` \ •0 1 69.3+ I� 54 _ ��� � N 65°-07`. 15" W Z � t _ } - + \ BIT. CVR[; \ Q a F 01 l� ,ttd� p f�CQNti eiee 180 , y P • DRIVEWAY TO BE SHARED _o ; �o WITH LOT 3 -40` CROSS r -TRAVEL 32' GRADING EASEMENT I No.s299 ` eR e EASEMENTS GRANTED OBTAINED FROM LOT 3. 0 _ '.go�'Qfo, Rc;F0 - RELEASED FOR CONSTRUCTION ;;...,.aaaE*s° e•� HAL E� TYPE "C° CATCH 134,SIN # 3 PROD. MANAGER. W D 0 TF. Co`),3 tCHIEF DESIGNER: C 0 S II�IV. SET 3" AT3OVE IVI,H. INV. REVIEWED BY DATENIOE-3NU ImilzKAgo"&OfLE BOUNDARY L RG 5-13-S 7 _ consulting en(, ineers LOT 3 _ _ _— ________ _ —. EDIT MANCHESTER , CONNECTICUT '. MANHOLE OVER EXIST. 15^MCP N/F M.G. REALTY -..,FIELD---- TF EXIST. GEOMETRY INV. EXIST DRAFTING SITE PLAN r TZ E LOG4TE TOLE owner & Applicant F O R '. M-G. Realty Limited Partnership REVISION DATE : NUTMEG ® MIYIMEI� Leonard E. Grenberg COMMERCIAL CENTRE 61 South Main Street L1_I -`B`I 4t12-113 Suite 211 . ;�I-Ig_g-� © NUTMEG ROAD SOUTH WINDSOR,CT. West Hartford, CT 06107 _ HOR. I IN. 20 FT. DA SCALE: TE FLD. BK. PROJECT VER. IN. FT. DULY 1987 87- 131A SHEET NO. 8 OF I i 102EbH rquilitJ t+LU u m m a 0 „ LOT I DETEN T BASIN S EROSION & SEDIMENT CONTROL NOTES LOT MOD. R I P I /Ap 1• All erosion and sediment control measure s will 2 ' accordance with the standards and specificationseof�theru to /--- - -�_-__ "Guidelinesi n 16, / CL a P _ Connecticut Council Soil and Water C Y e - -.-__..� (�� _ a Conservation. for Soil Erosion and Sediment Control" b th ' on � er o • 2749 6f �� GRADE TO MATCH LOT I 70 N �� vR. G7.o C 7•� 2. Erosion and sediment control measures will be instal led .prior 'to A, construction. See construction schedule. I �118_ OAK \ 03.3. Land disturbance will be kept to a minimum; restabilization will ANTI - TRACKING APRON / _ (L art, - - be scheduled within 30 days_ �p°�/ Q 4. Seeding mixture for finished grassed areas will be as follows: \� Kentucky Bluegrass 45%, Creeping Red Fescue 45% Perenni al S_65°-07 15 E �- �L� DRAINAGE EASEMENT Ryegrass 10%. Seed to be applied at a rate of 4 lbs./1000 sq. r \ ' > l — 4 f 5.00 ���, . .--_- - -_ --.----_ _ -------- - — � - - I1.55 f I 5 FROM LOT I TO LOT 2_ ft. Planting seasons shall be April 1 to June l and August 15. 2- to September 15. 4 / I wx 5- Areas to be left bare more than 30 days before finished grading y i �/ i --.". -- __ ---- -- -` �- -- — -- -- - and seeding is achieved shall receive a temporary seeding of 4 - _ 69 l ,.�c -- Perennial Ryegrass applied at a rate of 2 lbs./Z000 seeding ft. at a O depth of 1 2 inch. Limestone p / (equivalent to 50 percent calcium _ ` plus magnesium oxide) shall be applied as seedbed preparation at 1y r a rate of 90 lbs./1000 sq. €t. Planting seasons shall be March ` 1 to June 15 and August 1 to October 1_ _ \ 6- Areas to be left bare more than 30 days before finished grading 1 l - and seeding outside of planting seasons shall receive a hay r�Q \ mulch_ ' J Haybale and/or fabric filters (silt fence) will be installed at culvert outlet. < -- TYPE „C„ CATCH BASIN `Q UJ 1 T H p E L T R P B Catch basins will be protected with haybale filters throughout the construction period and until all disturbed areas are V �'' 3 thoroughly stabilized. 9• All control measures will be maintained or replaced during the 1 0 construction period, as necessary or ordered by the Town. 1 � � •�1 � 10_ Additional control measures will be installed during the ` , construction period ut if required, or ordered by the Town. i 4 IYWU4% - '+ 11. Sediment removed from control 3 structures will be disposed of in l g'rjA ? a manner which is consistent with the intent of the plan. 1 t. -7 2 12. Contractor will be assigned the responsibility for implementing this erosion and sediment control plan. This responsibility includes the installation and maintenance of control measures, -(`�k 'ti informing all parties engaged on the construction site of the s r 1 requirements and objectives of the plan and notifying the f ` Director of Public Works, Town of South Windsor or the proper Town agency of any transfer of this responsibility. The Owner E � 4- shall be responsible for conveyinga copy of the Erosion and to I / Sediment Control Plan if the title the land is transferred. gO4 \ j 35� sal •1 - r"�. - 74 0 - - - - •3 t 7? - -Q W_ i! - = _ Notes 0 '�•� - _. -..- _ _ 1- Approximately 2:00 acres of wetlands are proposed to be filled. Wetlands shown as located b soil Y a scientist. V 2. This site is not affected by the 100 year flood elevation as determined i`. j-� 4- 1 by F.I.R.M. t 41 3. Snow fencing will be installed along boundaries prior to any excavation on site. W LEGEND Ca .�� , SILT FENCE HAY BALES y i - CONSTRUCTION SCHEDOLE Construction will commence on or about September, 1987 and be co p eted on or about January, 1 88 3 1�1 t t r -� �.•- 2.ROW ID FEE Install anti-tracking apron at site entrance- Any.material V { that is tracked onto pavement shall be swept as-often as required. 3. Place haybales and/or silt fencing as shown on plan or where directed by Engineer. (Maintain or replace as � 1 ,•n ; t' ( 7,; i I V required throughout construction period. ) 4_ Construction of buildings may begin at this time but not before erosion control devices 2 and 3 have been installed. 5. Begin rough grading and installation of utilities. Install 4 PAVED LEAK- OFF erosion control devices at ouifall of drainage system and { - -"' - -' --+ 7•'•-�� _ ` -� TO DRAINAGE place haybales around basins as the are 41� 11,_ ' I� i�s _ -.._. •'y � , ' � _ _i � y constructed. 6. Prepare subgrade for paving and prepare all disturbed areas or placing topsoil and landscaping .. �,. - - - _ - -- - — , f y --RIGHT TO DRAIN 1,rr1 7. Place pavement, topsoil, seed and mulch, and landscaping. r_ _ _ °tiG `INS "fQ GRANTEQ BY p g- - L V � ' LOT 5 TO LOT 2 S. Remove all temporary erosion control devices only after all are 1 �� established and t site as been inspected an approved Y O ' •3+ �, '� establishe paved b •has wedlapprov b r. '''•, been and/or grass been N 65° -07�- I5ee W - _ 3 e own. I .. --- _ - -- - `7 . . _ ti 4 \ ` ttttt` F C O N t _ 78 � 1 --- t € DRIVEWAY TO BE SHARED - ` o` rYfl. 623g WITf-I LOT 3 -40 CROSS-TRAVEL 32e GRADING EASEMENT •'----.-- ----------' p9o�4F o • - 1 1 EASEMENTS GRANTED Ito- °°OBTAINED FROM LOT 3_ •,erg 11 I RELEASED FOR CONSTRUCTION selella/ePIgL "Le ,��° _ TYPE ,.C,. CArc H r3 AS I N 4; 3 PROJ. MANAGER: W D 0 T. �' -3 ± CHIEF DESIGNER: C 0 Sqfth&0 u - ' \ I hereby certify that these- plans have been !E�IV SET 3" A13pVE "�,.H. Ir�v. y yprepared substantially in REVIEWED ' BY R DATE � accordance with the Zoning Regulations of the Town of South Windsor for i _.._r�_glneers BOUNDARY RG Consulting e r y'�I erosion and sediment control and the Connecticut Guidelines for Soil --�- ..-_.- -_ _.. :• Erosion and Sediment Control by the Connecticut Council on Soil and Water - 5-13. M A N C N E 5 T E R , . C N N E C T ! C U T FIELD EDIT _.__.. I --- ' Conservation January 1985. � ! ` MA►v HOLE OVIE-F< EXIST, �:..R Z _.--- --- — — fi -- ----- ' - EXIST. _ 0 M E T R Y F G� RCS i !NY EX= �T. by: m _ L - -- •-- - ®tY CONTROL Date DRAFTING... - ---- I ---� -- _ NTRO PLA Owner & Applicant F 0 R y Lzmzt M.G. Realt ed Partnership -� - 1 p --- If Leonard E. Grenberg ! �) "�" COMMERCIAL + !l Note: The word "certify" is understood to be an expression of 61 South Main Street REV!S f O N DATE : ` �" a t,o professional opinion by the Engineer which is based on his best Suite 211 R,E - s•� - CI AL knowledge, information and belief, As such it constitutes West Hartford, CT 06107 NUTMEG GOAD neither a guarantee nor warranty. �!l-48-g� p ; .. scALE: OR. . 20 FT. DATE FLp. 13 AL - TM J NUTMEG AEFLCI AL CENTRE PROPOSED . BUILDING FOR LOT 2 poLYAIETRI[CS INC CONSTRUCTION BY OWNER & DEVELOPER V][ C BUILDERS OEM G & R REALTY FF Tht,,v drawings are the. ex c 1 js i we pi,�Ljq:rty :If At aN VIETS ASSOCIATES and Srwl 1 not be r ot"t e'! I r. vilitj 1 It, III pa r t e 1 !:y r 1 %t"', J I I r,1� �i!nI11(A;,1, 1; 7 he 11 !,r! t I e 1 1.1 a' j-),j tii,ns at t!it- % ii, %.- " I I. It I-1i 1-0 11- 4 t Ow r' !01, 4 r T• A it 'TING Or"'CH I.,f I wit, 1.he t t I., r- .1 Z:' I ii 3 1­1� v, taLArq TREES T1 17 4LKI-1ZI,- , -d45 1z 1aH f�141�-, --tv 1 N 4 a hs t 2-T3 -7 i—e�) SHRUBS _W7 7— G. N �4 � � 2� �P12�-P �Tr�l v�l-! I—bc��� �#'1�� t8''--�411 ��1. (p 4- T61 + �4 44 \ \V 74 4 Megqe-_- 51 62J3�'1?44rn_rat, 4- Sr2 4 c n 0 ESTABLIS41NG VEGETATION COVER ON DISTURBED AREAS I Scarify the surface of all areas to be topSolled. 2. Place a minimum of 4 inches of topsoil on all areas to be seeded. 3. Apply lime at a rate of 2 tons of ground limestone per acre (100 pounds per I D00 squere,fett). 4, Fertilize 44Z�Z!l a) For spring seeding, apply 10/10/10 fertilizer at a rate of 300 pounds per acre (7 pounds per I.DDO square feet), work into the soil. -Six to eight weeks later apply an additional 300 pounds per acre On the surface, b) For fall, seeding, apply 10/10/10 fertilizer at a rate of 600 pounds per Acre (14 pounds per 1,000 square feet), and work 1hta,the soil. t 5. Smooth,and firri the.area, apply seed uniformly at the rate specified for the seed type, and cover 04 seed with not xK than.1/4 inch of soil. "AW WHERE SEED RATE PER T3 MIX APPLIES SrEDIK MIXTURE BY WEIGHT 1.000 SQUARE FEET SEEDING DATES 00 1.,LawTr**rea s Red Fescue 70% 4 pounds April I - June 15 Kentucky Bluegrass 20% or Perennial Ryegrass 10% Aug. ]4 - Dct,.15 Diversion swains Kentucky 3ITslI Fescue 50% I;,rjZ pounds April I - June.15 Ryegrass 70% or Aug. 14 - Sept. 30 ilgo-maintenfnceareas Peeiernial "rest 40% Aug. 14 - Stpt, 30, TZ71 6, Teriporary seeding: Where the final gr&dtng is not completed by September 30, a temporary rover is to protect the ;ptl over the winter months- Annual Ryegra4s, or 1-112 pounds r4rch 15 - June 15 + Periennial Ryiegrass or Au;. 15 - Ott. 15 Sudan Grass or Millet I pound Aug, 15 - Oct. 15 Winter Rye 3 poundr Aug. 15 - Oct. 15 YKI An W" PVT1146 OPEVAYM Plants art to be pleated In the location designated on the Plain or as st&W by the Landsc4M Architect prior W planting. _T1 I t. Tree pits Are to be t Past greater In dimwt*r than On ball of earth or spread of roots Of the tree and suffIcie"01 deep 4 to allow for a 6-inch layer of approved topsoil beneath the Will or roots. Individual ghrii pits Are to be I foot "ter Vian the bell or a~ of roots and sufficiently deep to 4110N 4 Inches of D@Pr*md tAMOil I R-11th- Aftq"tie ppproved 7 -T7 topsoil is to bid supplied and placed at the pit by the General Contractor. ' 3. Excavate and backtill the planting beds with approved topsoil, by the Gains@ I contrOct0r. to 0 d 0 18 Itthes for shrubs sadi It the%" for growW cover. + 4. Topsoil for b6clifill lot &It planting areas is to be natural fertile ayrtc"Itgral soil, of a good toAtwitit free f- 4— �� ; subsoil, and free Sf rootsf ands, rvbbiali, am1 ether slangerou's aoterlats. 4-51 1. sot the T tents In the center of the pits. plumb and straight, and at such I level that. after S"Itle is 4. the Crown of the 'Plant will l I be at or not more than 2 Inches lower than the surrounding finished trade. When the ballad and burlapped trees are sets, I ct Ue topsoil and water In to fill all raids. ROAD" All burINP. ropes, or Wires f'40 the toot of the 4- halls. Spread out tta roots of the bare plants. and carefully work In topsoil a" thm. Cut clean 4vW broken or frayed roots. Form ■a shall basin slightly larger then the pit with 4 ridge of soil to Contain water. Cultivate the sail in the 59 ow shrub beds between the skrwb pits, rate smath, and neatly outline. Provide 3 leeches of SOIL bi aw1cft for all the planting beds and true and thrvb pits. 6. Tree guying or istaking stow - Ing is to be as detailed on the Landscape Ontell Shoot. 4-lwow- (5 mom) 51 4=AW aWbd= NVjLjrM BNWA.&P Fftw,-Ibp YL ff ar�k + X "d-4 j),X J '_rAAX4%at- 10 d Qof 0 12- 1 2-73 AN 0AAmoo. MOO A C) SHRUB PLANTIONIG DETAIL NO RELEASED FOR CONSTRUCTION PROJ. MANAGER: CHIEF DESIGNER: REVIEWED BY DATE FUSS&OFNIEILL consLAIiryg er-coneers BOUNDARY MANCHESTER , CONNECTICUT FIELD EDIT Land Planning LANDSCAPE PL -GEOMETRY DRAFTINGAN Landscape Architecture NUF M E C`A% 00" M M Bul"JU I A L Urban Design E OWNER A APPLICANT : M.G. REALTY LIMITED PARTMEROM.IP LEONARD S. GRENBERG REVISION DATE : SiMSBURY, CONNECTICUT +Ite350 01 SOUTH MAIN STREET SUITE 91 1 WEOT HARTFORD. CT 06107 SCALE : HOR . I IN. 20 FT DATE FLD. BK . PROJECT 0 F SHEET NO. SOUTH WINDSOR, CONNECTICUT VER. IN. FT. 'MateS Ak-,-n Vel-is A NUTMEG ROAD IV*1117- . i . - - ;'i.- , . % .. . t;. . - . . .- - ' 1. ..Z: . . . - - �A,•. 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". fi. t:+ .i - .. :f- ..1 1: i �. ,. .. .. .. .. - ,fir 4 t L • 902EbH WEBBILL F CO' a` m m 0 m FOR JL) OTPAEG ClDfAPAERCIAL CEN �rRE SUBDIVISION PLAN 27 MAY9 1987 SOUTH WINDSOR CONNECTICUT REV. OCT, 1987 N/F _ SAVIN gROS• N / F � N /F BARBARA ROAD JUDY LANE FRANKLIN DISTRIBUTORS H a M REALTY CO. N/F N/ 8R05. INC. BARTUL =o ❑ j�] CI ���-,�---,, 0 3 z O O N/F o 3 ? w w o LU c� Y z a MALLARD CROSSING N/F z o IL w ILL Y Q � w Y ASSOC MILLER z a z Z z z Y z w z 3 z j m z LL 3 z z o z cn 3 N/F IN/F GEHRIS N/F N /F N/F GOS L EE KRAMER DURAFORM N/F N /F N / F N/F N/F N/F.- N/F N/F TAYLOR IT U) N/F 1NC• MERCURY REALTY CO. GOLDSTEIN 8i LENTE SUPERIOR REALTY STEIN KOSTIN HELLER OLIVIERI TRISTATE N/F w N/F ! a ROUND N INDUSTRIAL d Boss, SO LAUNDRIES, D Y K E N/F O T1,gONE O INC. PRENETA z \ a \ N/F Q N/\ jFCAARUCIq fl N�fiN SHARO z CHAVES HEND\RI/CKS Q G N/F q SOUTH SATELLITE ROAD ��F�Q� >- N DRIVE = _ 1 F � w n co ASSEL�N v°3 F J 1 l (� �o� �0 y1Qv `� � M z 0 J ! N/fi 6 MG. REALTY CORP. ��� - O p�' �,- u Oo w w Nk1N5 Wc�lcrr�c! w u. u z J J N/F r� �. fr��f l �\ z r�i z CO z Q ALLEN U N/F 1 <' y� CZ C A P R A o NIC OLS =k j a w l / `�� J� , ` N/F ZRC� N/P1 N /F (-.1 �/ PARCEL Q ` AF zyNSKt OO AT Z \ / 0 /� `L V N/ }1 sFs Ass } I r \ �/ 72� 1` 1 Av �LgRO o BOUCNER FR \ \ r NEY N/F t- -� z O rJ / N/F, CLYBOR p w o \ a \ Y N/F s/F TRANTOLO a z z z SAMAR SA MERRILL z m z a o a//� {' PROPD BUlL61NG _ C`��-T �,� /� l ^\ ` r + � m Z v N/F GENERAL NOTES: p or,� � \ -� ----- ,.5�" -� � 9s • KEI LICH l N/F � INDEX DE X T I. IRON PINS SHALL BE SET AT ALL PROPERTY 7 0:: --� N/F a �, N, F a O DRAWINGS MAN21 /� O N/F N/F JELLISON ¢ 68�� �� U F�Q/� "�F WOLLMA N/F N/F o MAGLIER! CORNERS WHERE NOT EXISTING. MONUMENTS t \ ARILDSEN SMEALLIE TITLE cARR/"F�(y CONES SHALL BE PLACED AT ALL STREETLINE /F \\ �� ~�__ N/F "GTo H N/F MaR J e~ I - ---� ALTY CORP. I L T l o, f , , Lrrt►If RANCOU QN/F " N/r SURIC !N �o ,�, 2 BOUNDARY RT er►d$ of 3 -7 PLOT LOCATIONS OF CHANGES OF DIRECTION. MG Rr ���i ' 11 N/F N/F PLAN Wh -�- \ -��� �� / l H/NeOfiRD O sKaLa STEEN z Ra/fi P o�o�� 8 LOT 2 SITE PLAN Z 1 P f ❑ ❑ o G Oz N / P 2. NO PORTION OF THE ENTIRE PARCEL IS 1 CARD � � 9 EROSION CONTROL PLAN r a LOT WITH THE 100-YEAR FLOOD ZONE. ` -- I �' r` P CARo Akj_EN D '� Q RIVE 10- 11 LOT 2 DETAILS �62 _ / o+ CON/F j �F N/F 3. TOPOGRAPHY ON LOT I IS AS DESIGNED --_sz —� UTURE0 o MARReRa TAY OR _ ��� -' N/F N/F HACK Y AND APPROVED FROM PLANS FROM F& 0, CY N/F �;; \ R Q N/F N/F PROJECT N0. 85-342 I'SITE PLAN FOR � � WOJNILa Ross CAVET A _ N/p NUTMEG COMMERCIAL CENTRE II DATED 8-18-86. y s N/F N/F GREENBERG N/F FISHMAN RFi EXISTING TOPOGRAPHY ON LOT 2 IS FROM RAROWOOD ` A "/,c N/F N/F N/F DA�ENE CQ, Inc. N/F SNEPARO FIELD SURVEY. TOPOGRAPHY ON REMAINDER FLOORING N/F DER N/F DEPIETRO e�ET�FR DALENT ANG GOosL I N,F ", OF SITE IS FROM MDC. MAPPING. o 44 M/111/p 0 a � 4 LOCATIONS OF ALL EXISTING UTILITIES IS FaN/F ' N/F J TA1"F DESIGNED BY APPROXIMATE AND SHOULD BE FIELD VERIFIED / F N/F N/F GRAY N/F DYNAMIC CONTROLS HELMOL \ 6ARRETT KU AF N/F WHERE NECESSARY. MOORS FISHM A z 0-1 -, w c�I s .++++..,..... FUSS&O'NEILou1-f=Y ��`� P.''PM O �'c+� _ .0 OAD :J �:�.'_ , o consulting engineers PLEASANT MANCHESTER , CONNECTICUT 4; Na.6299 f`1+*��� ��./,'Egf�kALEna` , PER W ILLIAM D. O'NE ILL K E Y MAP •�....11AL, Owner & Applicant:SCALE ! 20Q CO N N. NO. 6299 M.G. Realty Limited Partnership Leonard E. Grenberg 61 South Main Street Suite 211 W. Hartford, CT 06107 ' ,�� 3 � ; �n .......... RZ m ATe- r l �- 10 7= Imo'' -.. OA o N N IF: P�CA 11ALLZ`/ SAN-r ry oy9r l a 0�d �_ 7„ O t°° 3? Moti d +� 5�9. 9 3, 17 1 L —, $p' n� DES M aN !V CO rt U HELD 60 Ut (\j m U 0` !� � `39`�. .S� In I M N N �6 a'I�'_121n� � o or � o VALLE_y /9 - HOMCS "r N /F HEST Q LEQ�AN1� E C�r�EEN$C2`{ ET JAL • m Q7 ., � �.� Ot m O V p�TF2 A4'S tv tV 1) PLOT PLAN, TOWN OF SOUTH WINDSOR, CONNECTICUT ' �� NOTE SUBDIVISION OF LAND OF SAVIN BROS , INC . NO 100 YEAR FLOOD PLAN IS LOCATED ON SITE. Ty �ON EXTENSION OF SHARON DRIVE, SCALE 1 =40 ' E J �/� � 'S's 0/ 1 , DATER APRIL, 1976, BY JAMES P . PURCELL E. 01O E lv O 2) PROPOSED SUBDIVISION, SECTION 3A, PLEASANT aR� `;'ALLEY HOMES, SOUTH WINDSOR CT . , SCALE 1 =40 ' ➢c '� 72C `� ~ro +� DATED FEB . , 1959, BY PRIMUS & WELTI . gt Owner & Applicant: O -� C , M.G. Realty Limited Partnership Z 1M ,�«" Leonard E. Grenberg 3) PORTION OF NUTMEG INDUSTRIAL PARK, PROPERTY +``+F c°�NF 61 South Main Street N /F L E� cT'o OF M--G REALTY CORP . , PLEASANT VALLEY ROAD �QQ LPN �eP p �,. � S. sst �G: Suite 211 --OF MG REALTY CORP . , PLEASANT VALLEY ROAD IETRq 7,`,,¢� W. Hartford, CT 05107 ROAD, SOUTH WINDSOR, CONNECTICUT, SCALE 1 =100 ' ++ /C GENE A �eP No. 123270 + REVIEWED BY DATE %j NEILL r',�q<�Q�Ng�''i°�`�� PLOTTINGTOWN OF SOUTH WINDSOR CDNNECTICI!7, SUBDIVISION � i �■■ �J OF LAND FORMERLY OF ROGER W . NEWBERRY (NOW SAVIN ••••U EN••o BOUNDARY ��� S I3 87 • � ® consulting engineers DATE BROS . INC . ) IN 70, BY TRE, SCALP_ 1 =10C ' I hereby declare that this map is substantially correct. This map DRAFTING M A N C H ESTER , CONNECTICUT DATED APRIL, 1970, BY DAMES P . PERCFLL ASSOC . and .i�r�ey were prepared in accordance with the standards of a CERTIFICATION L� l3 �7 REVISED TO 7-3=73 C,atia A_-2- survey as defined in the"Recommended Standards for Surveys and Maps in the State of Connecticut" as prepared and BOUNDARY 5) PROPERTY OF RUDI WETZEL. SOUTH WINDSOR, CONN . adopted by the Connecticut Association of Land Surveyors, Inc., on S tember I3, I�8 SCALE 1 =50 ' , DATE[? FEB . , 1966, CECIL W BROOKS d. REVISION DATE FO R P o NUTMEG COMMERCIAL CENTRE M L.S. # 12 7 HOR. DATUM VER. DATUM NUTMEG- ROAD a S.SATELLITE ROAD S. WINDSOR, CT JOSEPH MERRI 7T&Co. SCALE: HOR. I IN.= 100 FT. DATE FLD. BK. PROJECT VER. IN.= FT. MAY 1987 422 87- 131A SHEET N0. 2 OF I I " r W ` - 71 — ` 7.2 10° SAN. ` - `� W �~ GRANITE CURB W 3 I T= Z9.41�' �- :4-p` ! 1 !0„ SA IV. W.G./ / W.G GRANITE CURB wc. w r II - 24 , // \ I 1\ r r /%i 0Rg1NAGE Torn L Oz 21 �1 � oil LOT ;1 Il LDT f ` I — moo IN, 120 IO80 J 70 , 1 ��p N 65`07 0 Jr. . - G9 IN FEET W 1 ~ 71 N N 135.0p 65`0 '11111111111 15.W \ ZbFaee-u, r✓ K:, A MAP TIT F02 1JUrMt1l� G0MM�0—e' /At. 660T2� , UJ'�M�(� DATI✓D 2.82 AC.io eJb REVIEWED BY DATE PLOTTING 5 PJt1� L17kV� Cs {(� BOUNDARY L.R.G 5/13187 � , DRAFTING MAN CHESTtII, CONNtCTICtIT war�R , - T . CERTIFICATION L.R.C. 5113187 1 hereby declare that this ma is substantially correct. This map �• o,, e' and survey were prepared in accordance with the standards of a �p'Q '��,F �' cflssl;oG_ pLpT PLO►N e Class _survey as defined in the "Recommended Standards for -��,t� F4; SAN Surveys and Maps in the Stale of Connecticut" as prepared andj �1�*� REVISION DATE FoQ �- adopted by the Connecticut Association of Land Surveyors, Inc., `� Z No. 123270 /I,' �.� m io/z/e� ® ® (JT M�� C.O M"i✓2c I A L on September 13, 1984. — :��q��cENs1,r0��.�� o•�a suR��,.�:� FIOR. DATUM 5.WI1.li7�✓oe , ��- -� UUTF„tFit� tZO { 5. SATC.L� ►T£i QD• 'VAR. DATUM IN.a 4o FT. DATE FLD. BK. PROJECT I 2-T SGALE: VER. . IN,• --- FT. �1zt/e7 azz p'f-i31A SHEET NO. 3 OF aTcw� Llt.r� A 5H>✓�T 4 E f 1 1 1 L DT 2 � D A2E-A = 2.8Z A6V- 1 415.00 \ N 65-07.15"w m M. 0 LOT \1 1 \ \ Cd of o J \ \ \ to m �► In a LOT 5 ' S 69'30'OOaE 411.02 30 00-& Lr✓A58 L1A1i; �� 1 / _ I 3.5Z V �a L_OT 4. W to . / o CU LEASE ARIA, = I . 00 AG>z!; 3 in nl N t(1 l J In I r 1 t &(0 ------------ ~r S 74`29.29NE ` 966.95 �v� 4S• a ' 3 o 4g � 9 r�T4 L 40 0 40 80 120 SCALE IN FEET REVIEWED BY DATE PLOTTING ' BOUNDARY L.R•G. 5 /9/87 I hereby declare that this reap is substantially correct. This map ORAFTINQ r13 Cor erVirieers and survey were prepared in accordance with the standards of a 0�"""""'•�. CERTIFICATION 250M A N C H E S T E R, Co M N E C T t C U T Class A�survey as defined in the "Recommended Standards for ,.�`s��f �F0%, L RG• 5/�3I87 pON .� �����«_ Surveys and Maps in the State of Connecticut" as prepared and ��.`�,��'�� R Gf�ss�nq adopted by the Connecticut Association of Land Surveyors, Inc., ;041 t"`G= Pt-�T PLA,W 3 ?�-+z REVISION DATE . on September 13, 1984. 1 � � � t#ZJI m 23 8-7 A A, FOB t 1 ' '. "� r, C/�,�N9��I��►Pic. 12327 `►�',•' tJU-7ME:Ca coMIrtC'��ZCI C AL I✓WT2i✓ /�- er,. HOR. DATUM o suRv �p o'' VER. DATUM UUTKAF.t-, QOQb { s. tIATOLLITe> r,2D. U E750Q �r L.S. # IZ-5Z7 ''•�......��►�►' r SCALE: HOR. I IN.- 4.o FT. DATE FLD. BK. PROJECT VER. IN.- ^- FT. t I-zi/&-T 4zz e�-��� s SHEET NO. 4 OF I WG W WG W W G SAN nit -�- SAN 5 A� �L,•,.L 1� � �O A D GRA S �5• o�' IS" -� z s.c•� 1 )4..5. 14-' / � f �r DRAINAGE DITCH n ) .4 rn � CU U) - � l 1 � 1 � 1 � \ (n Al2E.A = ss.rD_ o 1 Z gaJ4.54-' 4 u�l v till.• 1 Lo• I-z W i 'dN i 4NOU40so 120 5CALE 2N FEET REVIEWED a DATE PLOTTING BOUNDARY LR.G 5/13/87 I hereby declare that this map is substantially correct. 'this map DRAFTING �ee►s and survey were prepared in accordance with the standards of a +•° CON M A N C H E S T E R, C O N N E C T I O v T+*+ oF,�„_N CERTIFICATIO L.R.G. 5/!9/87 Class ._.survey as defined in the"Recommended Standards for �•`'��,.'' Fe Surveys and Maps in the State of Connecticut" as prepared and PLOT adopted by the Connecticut Association of Land Surveyors, Inc., ���� PLAID � , REVISION DATE F0� on September 13, 1984, = % �,� m io/2/s7 = t Na. i'rst7 ��� ` •'� ® ® ® IJUTME:,Ca GOM1vtL¢GiAL C!✓1JTQ� '.q'1 - 1 NSE i0�+�� NOR. DATUM ++++++ VER. DATUM , UUT"P_,Lv QO,AP 5. SATFiLL1TPi !2[� `�.W11.Ip�j02 , LT. +u.rup+ L.S. IZ3Z-1 HOR. 1 IN.- 4-0 FT. DATE FLD. BK. PROJECT SCALE: VER. ^- IN.- --- FT. 1_5IzI 5_7 4.2z e-r-15%A SHEET NO. 5 OF I � r -to LOT 5 1 f l f Al2 A 5o AG►2e5 \ a' co 0 IF \ \ ° � l f ! 1 i 1 J ` t 40 0 40 so 120 QCALE IN FEAT 4 t r — - I hereby declare that this ma CoN Y pis substanEially correct. This map and survey were prepared in accordance with the standards of a c Class-A2-survey as defined in the "Recommended Standards for c�I h„Vic, Surveys and Maps in the State of Connecticut" as prepared and ~ ` Zz �14 `�� adopted by the Connecticut Association of Land Surveyors, Inc., on September 13, 1484. 12327 , � •, � � .� �Z3Z7 \ REVIEWED BY DATE PLOTTING BOUNDARY 48. rg DRAFTING $ 5L� , O t7�19Of'S \\ \� JJ 5 2t] �54" 224.01 � S 65' 15'02'E . CERTIFICATION ANCH EST Ep, CflMNECTICUT 726.9E Q.R.G. $//3/87 PLOT PLAl,� REVISION DATE A i0/2/97 ds ® FOQ I& ® A IJUTME.ca com"E't2CIAL_ c�s�rizt� HOR. DATUM VER. DATUM UUT}.AE�,L� QOAC7 # s. SAT�iLLiTFi fZD. �.wl► Ip5o2 , c r. SCALE: HOR. I IN.- 4-0 FT. DATE FLD. BK. PROJECT VER. -- I N.- ----- FT, a 121/ate 4z2 e-r-,�►,. SHEET N O. 6 OF Los' 38' C9 9" G 5 Cv5" 41` 1`!" E:: ------ � PARCEL ACD J 1 I I 1 � 10 � M 1 S 56 16 12 E 894.54 40 80 a20 REVIEWED BY DATE PLOTTING BOUNDARY l FUSS& 1L.R.G. A•rrrrrrrrir.,, , O �rtSL1f tI�@!1C�►19�8 I hereby declare that this map is substantially correct. This map D R A F T I N G•••••oF�coN,yF•, and survey were prepared in accordance with the standards of a .••`�rir`r� R. 6E� e�? CERTIFICATION L.R.G. 5I/3/87 �I A N C H E S T E p. C O N m E C T I C U T Class A2_survey as defined in the "Recommended Standards for •'���i'�W� ss<�G n Surveys and Maps in the State of Connecticut" as prepared and '�,ti �� ft R&VISION DATE adopted by the Connecticut Association of Land Surveyors, Inc., =; w. I on September 13, 1484. Z No. 12327 ,'` �, m 10/2/e7 ® ® s=01Z < ENSf-�i���suRv� ,r• oMl d1✓¢cI,A I_ Cl�ur¢� ,'�''+••rurrrrurrr H O R. DATUM ` VER. DATUM 1..tUTWE, ,v eo,&V S. SATC-iLLVrP, SOO. 5.WI1�Jt7502 , G� L.S. # 117— HOR. 1 IN.s 4-O FT. DATE F SCALE: LD. t3K. PROJECT VER. --- IN.- --- FT, b�41/e-r 4-ZZ e� 151A SHEET NO. 7 OF 102EbH WEUU1117 CO' H m LOT A DETEN T BASIN � I 15 RCCE I NV. 67.0 2749 6 \\ GRADE TO MATCH LOT I r - �70� �\ TO i U74 DRAINAGE I . � �I S 65_'-07'- 15" E - -- \ 1 - 41 5.00 \ o \ ` 'r2 �.�r ' • : TYPE"C"C.B \ I. T.F. 69.8 \ \/ +72.0 BIT. C RB INV.67.5 , \ I l --- s9 �_ C.B. 2 BIT. CURB / \ 70 ` CURB 1 ZONE DATA BLOCK r N� - � Req• Actual 4, 1 72.0 72.0 72.0 72.0 i ! I \ Lot Area 20, OOO SF-Min 2. 82 ac + + } Front Yard 35 Ft. 65 Ft. -10 ♦ - t ' \ Side Yard 10 Ft. 85 Ft. o _ \ i ! J � I \ Rear Yard 25 Ft. 75 Ft. 1 t` ? // Lot Coverage 50% Max 24.8% 'SNET \ .; � �� \ O Imp: Coverage 75% - Max 67% 5024 \ C \ Bldg Height 40 Ft. - Max 20 Ft. + Parking 1 sp. /2 emp. 20 sp. 3 14 x 14' TRUCK BAYS 76 - 74 Cn c �. 6g_-� \ ` ``~ 72 0 (A --~� Notes: o \ PROPOSED BUILDING 1. Wetlands field located by soil scientist. 71.6 71.5 i -- \ ` \ 7 2. Roof drains shall be installed in such a way that the roof 4 - \ 30147 5 S. F ` \ `� runoff is split into CB2 and CB2E. F F. 72.0 1 - ---69 r BIT. PV'T. ` O _ 03 Y W 1 WETLAND BIT. PAV'T n _ =� 0 �� cn ram" \ O 4 to 10 ul \ \ - 14'x 14' TRUCK BAYS 12'xl2' T{� CK BAY 6 F 1 dE ` - Ca LEGEND _ 72.0 72,0/ 72.0 _ _� � _ -• .. 72.0 72.0 �72.0 ._._. . — f ! \ \ EXISTING CONTOUR PROPOSED CONTOUR r ROW OF TREES 3 \ l 48 SAN.CLEAN-OUT 1�� j -7 _ 72 \ l- I \ F It ---{ -74�--- ` PAVED LEAK-OFF - _ - 76 - - �� TO DRAINAGE 78 t CURB BIT. \ \ TYPE C C.B. CB3 7 s BIT. CURB \ - a T.F. 69.8 p a �\ �\ \ \ \ 0 69.7 + INV.63.84 + 'f2D ` _^ 415 : 00 _- bt4E� - - ti \ \ —\N 650-07'- I5" W \ \ 190 ` \ s ti � \ \ - i DRIVEWAY TO BE SHARED 0 WITH LOT 3 NOT RELEASED FOR CONSTRUCTION I PROJ. MANAGER: W D 0 CHIEF DESIGNER: C 0 S FUSS&OONEILL REVIEWED BY DATE ----� consulting engineers BOUNDARY L.R.G. 5119I87 MANCHESTER , CONNECTICUT FIELD EDIT GEOMETRY SITE PLAN DRAFTING Owner & Applicant M.G. Realty Limited Partnership F 0 R - nberg 61onard South EMain gStreet REVISION DATE : NUTMEG COMMERCIAL CENTRE Suite 211 LQ 10/�/8� d _& West Hartford, CT 06107 NUTMEG ROAD SOUTH W I N D S OR,CT. m SCALE: HOR. I IN. 20 FT. DATE FLD. BK. PROJECT VER. IN. FT. JULY 1987 87- 131A SHEET NO. 8 OF 11 f 102EbM WEddlll Y'CO - u o e i r LOT I DETEN T BASIN EROSION & SEDIMENT CONTROL NOTES 1. All erosion and sediment control measures will be constructed in -J - accordance with the standards and specifications of the - f - - "Guidelines for Soil Erosion and Sediment Control" by the CLaP \ Connecticut Council on Soil and Water Conservation. 2749 s �� J \ GRADE TO MATCH L 0 T I �7O jr \ 2. Erosion and sediment control measures will be° install ed prior to construction, See construction schedule. �5 ' (18" OAK } \ 3. Land disturbance will be kept to a�minimum; restabilization\ w be scheduled within 30 days. i13 \ �4' I ANTI-TRACKING APRON �' __�-- � I 4. Seeding mixture for finished grassed. areas will be as follows: Kentucky Bluegrass 45� Creeping Red• Fescue 45$, Perennial S 65°-07 `- 15" E � -_ ky g , Ryegrass ZO$. Seed to be applied at a rate of 4 lbs./1000 sq. ft. . Planting seasons shall be April 1 to June 1 and August 15 O ---- to September 15. - . . .•._•:.• .. :.. • . : _ +72.0 I T. B a e f o a y o fin $ . C R T.F 69.8 \ and seeding is achieved shall receive a temporary seeding of / 69 \ INV.67.5 Perennial Ryegrass applied at a rate of 2 lbs./1000 sq. ft. at _ depth of 1/2 inch. Limestone (equivalent to 50 percent calcium . p lus magnesium oxide) shall be applied as seedbed preparation at N p a rate of 90 lbs./1000 sq. ft. Planting seasons shall be March 1 to June 15 and August 1 to October 1. 81T. CURB \ / 6.. Areas to be left bare more than' 30 days before finished ` / and seedingoutside of lantin y grading 7 0 mulch. p g seasons shall receive a hay / t \ 7. Haybale and/or fabric filters silt I ( fence) will be installed• at a t B!T CUR culvert outlet. 15 K _ 8. Catch basins will be protected with' haybale filters throughout / g � the construction period and until all disturbed areas are thoroughly stabilized. 1 4 7 Z ' / 1 9. All,,control measures will be maintained or replaced during. the construction period, as necessary or ordered by the Town. 10. Additional control measures will be installed during the 3 V\ ` .�. I '(� 1` A,q/ ` " I construction period if required; or ordered by the Town. I Sediment removed from control structures will be disposed of in JJ a manner which is consistent with�the intent of the plan. 4 ` f 12. Contractor will be assigned the responsibility for implementing � 72° 72 0 72° 72° � f ":this erosion and sedim �� \ + + + + sediment control I , control plan. This responsibility ` includes .the installation and maintenance of' control measures,n informing all parties engaged on the construction site of the \ I f requirements and objectives of the plan and notifying the 1 f / Director of Public Works, Town of South Windsor or the i 5024 `� 1 - '. � - } / proper )D /� / \ Town agency of any transfer of this responsibility. The Owner C� shall be responsible for conveying a copy of the Erosion and \ / t Sediment Control Plan if the title to the land is transferred. 14'x 14` TRUCK BAYS i 01 ! 9- \. - 74 \/ 71.5 7L6 \+ \ PROPOSED BUILDING \ � . � - --- Z _ C) o_ � \ t \\` ` r o 3 0147 5 S. F ` - - 7BIT, P V`T. �` O m Ic i WETLAND - - - ^ _ - -69 1 u 3 = t W , 71.8+Lu ,o \ O BIT. PAVT a Ala Notes. 0 ti \ NLLJm 1 - Approximately 2.0 0 acres of wetlands are proposed to be 2 Dow filled. Wetlands shown as located by a soil scientist. St` FIFE � 14`x i4` TRUCK BAYS 12� xi2 � TRACK BAY Q ` r 2. This site is not affected by the 100 year flood elevation CB I � \ : / as determined by F.I.R.M. GB 15 60 c + + •1- 72.0 72.0 72.0 \ i t + 72.0 72.0 72.0 LEGEND S I LT FENCE LLJ 3 \ IC } \ �� - � ` ' � � �•: • � ' � �� 48 HAY BALES ROW OF T REES '� - \ v CONSTRUCTION SCHEDULE 72 72 � . 1 � . Construction will commence on or about September, 1987 and u 1 Y _ be completed on or about January, 1988. oc i �� _ ----� - --74 - �- - - - 76 2. Install Anti--tracking apron at site entrance. Any material 1 PAVED LEAK- OFF that is tracked onto pavement shall be swept as often as 7e4 - �\ �p TO DRAINAGE required. BIT. CURB \ 3. Place haybales and/or silt fencingshown as on plan or TYPE "G C.B. i CB r . where directed by Engineer. (Maintain or replace as � ` required throughout construction period. ) �� 72.o BIT. CURB -- -._ - _ -- - ` t _ `4 � � \ TF. E9.8 __. INV.63.84 '�� a ,�� ` 4. Construction of buildings may begin at this time but not + 71.9 \ _ 415 , 00 0 �' 69.7 + - before erosion control devices 2 and 3 have been installed. � 5. Begin rough grading and installation o 3554 ► �NfiS°-07`•- i5" W � � � \ � - f utilities. Install erosion control devices at outfall of drainage system and place haybales around basins as they are constructed. \ 6. Prepare subgrade for paving and prepare all disturbed areas for placing topsoil and landscaping. 7. Place pavement, topsoil,, seed and mulch' and landscaping. 8. Remove all temporary erosion control devices only after all ` areas have. been paved and/cr grass has been well established and the site has been DRIVEWAY TO B E SHARED �o -� inspected and approved by WITH LOT 3 the Town. NOT RELEASED FOR CONSTRUCTION . PROJ. MANAGER: W D 0 I hereby certify that these plans have been prepared substantially in CHIEF DESIGNER: C 0­­S­ accordance with the Zoning Regulations of the Town of South Windsor for REVIEWED By DATE FUSS&O'FNEILLoil L.R.G.erosion and sediment control and the Connecticut 'Guidelines for S s on Soil and Water Erosion and Sediment Control by the Connecticut Council BOUNDARY ' a eonsulting engineers 5/l3/87 Cons ti , , Jan ry 1985. FIELD EDIT MANCHESTER , CONNECTICUT C by: Owner Owner & Applicant DRAFT EROSION N M.G. Realty Limited Partnership DRAFTING �� c O AND SEDIMENT CONTROL PLAN D e Leonard E. Grenberg 61 South Main Street F 0 R INote: The word "certify" is understood to be an expression of Suite 211 professional opinion by the Engineer which is based on his best west Hartford, CT 06107 REVISION DATE NUTMEG COMMERCIAL CENTRE knowledge, information and belief. As such it constitutes i°/z/e7 neither a guarantee nor warranty. Q; a ® - NUTMEG ROAD SOUTH W I N D S OR,CT. SCALE : HOR. I' IN. 20 FT. DATE FLD. BK . PROJECT VER. IN. FT. JULY 1987 87- 131A SHEET NO. -J OF I _. .. NOTES AS JOINTS REQUIRED TO CONFORM L BE TONGUE AND GROOVE OR BELL AND SPIGOT TO PIPE t 7�" 1 61/8 71/2" _ 03/16 3 WALL THICKNESS SHALL CONFORM TO PIPE THICKNESS i.-67/8" `- " 2-#4 x 4' 0"LONG 10 /Ifi lilt STRUCTURES SHALL BE PLACED ON EXISTING SUITABLE COMPACTED TOP OF FRAME APPLIES MATERIAL OR 12" GRAVEL BASE TO 6" MIN. OUTSIDE BASE. . \ 3 5/8,, ` -cli313/16" A 13 Y RECAST CONC. UNIT 2 /16 {D.O.T. STANDARD ) to 6" BIT. CONC. CURBING 5 12" r ' SEE PLAN FOR LOCATION 12 2'-8 3/4" 12" - X , ' ,"• 2!_ 13/8,1 8it I N cn lo 00, 10 o 75/8' 4- ti � 3 FOR CROSS SLOPE SEE PLAN 1 ' r 5�8 I IJl ' 213/Ifi� � lqt t 6"LOAM,SEED 8 FERTILIZER/.__'z_ �"'-�- . . f :�• r PRECAST CONC. 9„ TO BE PLACED ON ALL 7/ i MASONRY UNITS DISTURBED AND REGRADED AREAS EXCEPT FOR 2 "9 3/16 LANDSCAPED AND PAVED Y . N � _ �� AREAS = ��• POURED CONC. OR � `�o PRECAST SUMP 1-1/2 BIT. CONC. SURFACE COURSE 1-I/2" BIT. CONC. BASE COURSE 4" PROCESSED AGGREGATE BASE PLAN SEC TION Y-Y 4„ ROLLED GRAVEL BASE 8 It 8 8 3'_0H 8 PAVEMENT SECTO 6 - ' 1`2 5�_4 4'_4 IN \ I 21It _6 71/2" 41_0it FRONT ELEVATION SIDE ELEVATION - � I 12 ?, I TYPE "C" CATCH BASIN - _ _ _ _ 12 _Q t J o \ - 12" MOD. RIPRAP g, 6" GRAVEL - SECTION -X- X END VIEW CONCRETE CULVERT END 4'-0to 3" CROSS SLOPE 1/4"PER FT TOWARD STREET A D• p _ p b _ 4• •t 10 cD PROCESSED GRAVEL CLASS "A" CONCRETE CONCRETE SIDEWALK K Owner & Applicant M.G. Realty Limited Partnership Leonard E. Grenberg 61 South Main Street Suite 211 West Hartford, CT 06107 f "C O g ti r10 FUSS&O'NEILL c :c X i'sc ;It it u I t- t 1(41r r'} • MANCHESTEF CONNECTtCUT �� H0. 6299 f' • •.�._ 4sTE�E,-EIL lots D ETA I•L S FOR FRE< 15 `N�to NUTMEG COMMERICAL CENTRE NUTMEG ROAD S. SATELLITE ROAL±WINL1S11R,'S. CT. PROS NO D.9TE SCOL E ` EL^ 9K CKER SHEF' 87-131A JULY, l987 NONE' 10 of I �BALED HAY OR STRAW SWALE BALEDHAY OR STRAW ` 3 b�.�- BALED HAY OR STRAW TOTAL LENGTH 50 - 0 • I 4 -0 4 -0 BALES TO BUTT 11�1 (�� ' 1f�1� t�. TOGETHER �` r �� !! llo ll f 1� '6Q I I II l 1 l� �I � � 1 ►1114 '1 r +_ w UjW Y FLOW 3 TO 4 FLOW U _ w Q -�- SLOW ,. ++++, f 1 I �l}l �\I �ll � ��)i 2-3'LONG STAKES OR REBARS ' f1i� BALES TO BUTT RAILROAD TIES EACH BALE , Ilil `� `�`�o� 6 OF 2" CRUSHED STONE BALES TO BUTT TOGETHER TOGETHER SECTION PLAN PLAN P L A N NOTE : ALL CATCH BASINS IN SAGS SHALL BE SURROUNDED BY HAY BALES AND FILTER FABRIC TO BE PLACED OVER GRATE NOTES. UNTIL PAVEMENT OR GRASS IS ESTABLISHED. MAINTAIN ANTI-TRACKING PAVEMENT IN GOOD CONDITION THROUGHOUT CONSTRUCTION PERIOD. , f SITE ENTRANCE ROADWAY SHALL BE SWEPT DAILY TO 6 2-3' LONGSTAKES OR REBARS FILTER FABRIC 2-3'LONG STAKES OR REBARS DRIVE REMOVE ANY MATE RIALTHAT MAY BE TRACKED EACH BALE OVER GRATE BALE ONTO PAVEMENT. SHOP EXIST. GROUND EXIST, GROUND OR " COMPACTED PAVE M ENT(DO NOT JEACH . l t!� I BACKFILL gp,N� `�`� / � l l } STAKE IN PAVEMENT) EXIST. GROUND � � f EM � �/ /- ► , ' illp 0 to CATCH BASIN O N SECTION SECTION SECTION EDGE OF PAVEMENT AT TOE OF SLOPE AT SWALE AT LOW AREA NOTE HAYBALES SHALL BE MAINTAINED AND/OR REPLACED AS REQUIRED OR AS DIRECTED BY - - THE ENGINEER. LOCATION PLAN HAYBALES TO BE PLACED SO THAT STRING DOES NOT COME IN CONTACT WITH GROUND. HAYBALE EROSION CHECK ANTI - TRACKING APRON - I 8 _ MAX, - - 8' MAX. I SELF-SUPPORTING SILT i FENCE FABRIC - OR - ATTACH FILTER FABRIC 4"x 4�� WIRE FENCE TO WIRE FENCE W/ STAPLES OR HOG RINGS WOOD OR METAL POST FLOW{ I SELF-SUPPORTING SILT FENCE FABRIC --OR FILTER F A B R IC ATTACHED �v �T TO 4x4" WIRE .FENCE Ioo° ----,. = ,=I ! .� --�rr��� --. I I — —��rr��err — -- I �, rrr r�rrn ,r �� �T I I BURY FABRIC 6 I I { BELOW GROUND L U U ELEVAT10 N SECTION SI LT FENCE i purrriiiri � j. . TA D_ Nf ' FUSS&®,R HE'LL . ,Jyp' P� D. Cr �cG ti consulting enatineers . MANCHESTER , CONNECTICUT Na.fi299 ►� �� - q '-� `��sTEa,°���•••' EROSION CONTROL DETAILS p� UNAL£ ••f FO R - Owner & Applicant REVISIONS M.G. Realty Limited Partnership NUTMEG COMMERICAL CENTRE . Leonard E. Grenberg 61 South Main Street NUTMEG ROAD S. WI ND SOR, CT, Suite 211 West Hartford, CT 06107 PROJ. NO. DATE SCALE FIELD BK DESIGNER CHECKER SHEET NO. 87-131 A J U LY, f 987 NONE — C.O.S. ( I of I. I T-F-=76 A 70.6 7?,0 0 v r DOI--C.a. �54 7.-F c-14.C. 60, i�-748 IN 1Y. '011 1 /\// - RICI1ARD PEDA40IV7-E FOUND il 'I ':�. 78 it-71.1 OUT S. DIP,T DRIVE 80 '78.7 ...... ...... ...... ....... ...... -URE#?- OUTLE757RUC7 .. .......... ..... .... . ..... 7i--' 7/J ­77— . ....... 773557 ✓ ............... SA44 7-7.9 �s 611 5 3 C) 00"E 4 7'r . ...... 7 C.B. -C BYOTN6'R� T 770± . . � r... ,,..,n;.. 4::.f.. . „a�,:).:::. ,.�';,... :,N�,.. i vZ ._�.^ ��, 81 IE 15'R.C.P'7Z \` [f i, 1 ! .. \ ' j . Ito, Q Ceti -N "PVC--7.3. c3l. 1-7.6 ,S7'ORM A4 J-1' 1!0,10-81 gvl "go", 7' F: -,.7 7.1 g �l t A7 •• J f'r M. -)'/.0 00T S. OR mlmiwg.•� '- -- 4i gg, 50.3 )vk Fri"" GODLINE 50 'YEAR PARCEL. Zl r { r / , ,r if .4, �� �. t •;� 1 '\;•.j i // , ,r, , !l r ! �l'•:l �?7�[1n n//1�; ~�2`V4 i � 1 � I � ! •�,' E t -r YPE C-6 FRA MA C140 OAIZ!/ S/�. , /// / i iGRA 7,6 SE7 1 y t i�{` l / !fr`!!lr ( / y` 1 MATCHING 30T'rOA4 , if OF GRATE AT FL OWL, t 0F8"0l)rl-6r REMO JE VER y orl4ER + I I TUDIAIAL SA -OW 9'6.VALVE In t ON qRA-rE I olz E8'Pvc t MEW.SbH Z X8 r i rK-78.7 j TAPPING Y' VALVE X8'-7Z.0 4'?- 4' 6. '61-on p It - ! �� / ttn;n, Q - A III� INS, LL 6"COAIC.SL.., t all 71,?O 7 OUTLET STRUCTURE 7 QQ-All- X 47.7t� 8 71,'YIN s" -0 HAYE .5,EE DETA ILI CONSERVATION NOTE : N ALL- EXPOSED EXCAVATED ORFILLEDAREAS .514ALL BE -ING, -14E GROUND, W17--A COV47RED W1714 NETTING STAKED TO 7 100 }1 K, I t \ ` �\ ...................... 7 C044 PL E TIO AREASONABLE rIA4E AFTER At OF 6RADIA �,`j, �t�..i (� ' `. r'``` _.. .. ._ .. ... ..... OWN E NC-,INEEJ� AT THE DIRECTION OF T14C T -lot A)?,5A OF A5'XF0Sj TPE /N7,jEN7 v IS 710MIA11MIZE THE -0 EROSION. rR�E EXCA VATIA'CT ...... ........ ComMEWCEMF)V T' OF ANY SITE WORK. CON 77�,q C 7-OR SHALL LL CONFER W1 T14 rl-IE 5 rAF-F BEF( ..... .... ..... .. . LAND SUBJECr 7 pp 8"G.VAL VE .. .... ..... 8 TAPPING---,. t -7'-7'L-- IL VIE .... ........ z .... .... �� .... ...... .... ..... ..... Z PROPOSED CONTOUR .... ...... .... ... 0' HAY BALE DAM 2,r z1 SILT FENCE .... ...... .... .... WATERCOURSE 3: L36 .... ...... ...... z 70,C) 76.2 I-L'ET 4- RZARCEL OCATEWATERCOURSE Sri El I iy I �lI \�. s c-rURE ; u TF,7700 OVC 5`ZeP: 70.48 7 �17 A� Al rrtt + + 4, —A" W LID ­ khTq mgvg T,J:-" L9.7 01)rS- 51LT FENCE . Z;7.1 1" W, �J SEE.DE TA IL 111MG DEPT /5u ".4 U I- 11TIgm BALES AT HAY Ft PLAN � DSQ nu v 1, tl FOUND Nz UND SRO ..... ...... '_1. ....... ... C L P. 2 7 1-Z } I,;; �� _ . r-.. - Nlr— MANUEL M• L EIBERT 7q.Z ?*X e X 6�-O*STAKES e-OPO.C. SITE DEVELOPMENT PLAN ANGLE STAKES UP-SLOPE TM BUTT SALES TOGETHER REVISED SECURE FABRIC TO EACH Z-ZI-85' CONSERV4TIOAl PL4N Q) GEOFAD FABRIC OR 36' STAKE WITH WIRE W, 3 1- AID APPROVED EQUAL FILL TOPOGRAPHIC MAP SLOPE HAY BALES NUTMEG INDUSTRIAL P4RK z1. 1 5 II 5OUT14 WINDSOR, CONNECTICO co MOVE SILT PERIODICALLY hog AFTER SYORMS 94 H 0 D G E 4 lz x S DRP 2 PER BALE I Drawn By ASSOCIATES, INC. ERING STAKES� ENGINE 'ONVILLE, CONNECTICUT Checked BY FOF- $RIC CURLED ml UO DORM LOPEP By rt7 C. ?SLOPE CORP E i j9E VE o VVN I ELOPA45NT HAY BALE DAM DIP,A DE V ses TYPE AL OW SoURY, C-r. A .4VOW SrSIA4- p q. NO SCALE 06:,C7. Ito HOPMF- RD A40N woo N -00 pURDr T a 5!L 7,_F. =76 7—;'.6 7;?.0 04)7- 7. 84 L- -7/.8 IN/Y. 1 J.P. FIOUND 1\11F RICI-MRD 1--ED1W01V7_E ,�­ *?/.z ry E —F ! L it . /L-71.t allT S. DIRT DRIVE .... .. ..... Z73-7 -LETSMUCTURE0 f,E T QU7 ...... . .. .......................... 77.1 . .......... 7*7 .......... .. ......... .... "E 7 7 7---------- ...... .. ..... o .. ...... s(.5 30,-00 77 ..... ..... C,B. 'C BY 07 Rck�rl� rFz770 15R.R.C.P. 7Z5q-. mz ............ m g t g 7g I X y........ .510X4AA W e-3 4- Z i 477f 7 Z I z t - w t. 7 , o 7; , N -k. �."JA 0. 6 %ir:; f gm N it i t Q) V 7R11 4 ------- 4R F10ODLI-NE PA -J I t! mA; 0) A CND TYPE C-6 FRA GRA7w' SET 0,Vz,1 - 7 IrOA J MArCHING 450T 0FGRA7WATP1oA p�"f 05.2 0F8"0Ur1_C7. REM E VERY OTHER 11 110F, ` h �S E j I—ONC7 9*6;VA 4 VE I rLJD11VA L 8'Pvc ON qRA7-C Cj VAL VE 1?-:k8 TAPPING -787 f6- )ZJ p] 1 IN3 p -11L .0 6"rolvc..54 f _7 7Z75 OUTLET 5TRUC TURE 9IN ,i / , r _... �::c:'' ..:;,� I �ETA 14_ -f lit" 'fey. HAYBALES e SEE DETAIZ CONSERVATION NOTE : V" X/ ALL EXP05ED EXCAVATED OR FILLED AREAS SHALL SE C0VjFR (',ROUND, WI� 00 ED WITH AIETTINGO-SrA KED TO THE A REASOAIA 8,L,5 rIA45 AFTER COAof PLE T10AI OF GRAD) AT THE DIRECTION OF TRE TOW EN6,INEE.R. 1 'Y.. _..�-`�� // ETPE /Nr,6/V r10A/ IS rO MI-AlIMIZE THE AREA OFCXF0. /-A/s/D suBjccr rocRaslom r11,E ExcAvATINO ........... m ME STAFF BE/CONT;%4CTOR HALL CONFER W1TH COMM E'AICEMEWT OF ANYSITiE O . _7 ........... ........... AIL T Ir r .... ...... 1 / ...... '10, TAPPING 4 vz JF ...... - . •� Iykk z . ..... ........ ...... ...7 . ....... G LE PROPOSED CONTOUR ............ --- --- .. ..... ...... .. ........ . ............ .......... HAYBALE DAM SILT`y� .... ..... T FENCE WATERCOURSE .... ...... ... ....... 7` It 0 '76.2 PA RCJEL ,9r.A4A 5 UcTUREELOCATEWATERCOURSE TF,7700 It ±r 810vc lv,l /�5`ZCF: 70.45 7/,0& 4- Tt" 77.5" ........... E TF ......... IW 7 nr J -, 51 -TZENCE HAY BALE AT, SEE DETAIL } �� , d'� ,aSz3. t M �o� pTw NNING DEPAE N 5' 5 05 v P FO LIN D .... ......... 4 78 74- C,L, P Z71,12 7B.4- + IWF /0,4 AVEL A4, EIBE):?T 2'x2"x6'-O'STAKES e'-Opo.c. 7 Z ARGLE STAKES Up-SLOFE SATE DEVELOPMENT PLAN Itw BUTT SALES TOGETHER SECURE FABRIC TOEACH —REVISEO GEOFAB FABRIC OR STAKE WITH WIRE CONSERVATION PLANAPPROVED EQUAL 7-1 J-5' FILL TOPOGRAPHIC MAP SLOPE N I HAY BALES ak ;t 64 NUTMEG INDUSTRIAL PARK Z/ SOUTH WINDSOR, CONNECTICU a C( REMOVE SILT PERIODICALLY kk AFTER STORMS le &02 H 0 D G E DR I)ravin By INC it PER BALE) k ENGINEERING ASsOCIATES. 'ONVILLE, CONNECT CUT BURY FABRIC CoRLED SECTIO Checked BY C oprSLOPE DEVELOPED BY 7, OWNED PEVE T CORP I ELOPMEN HAY BALE DAM ZA DEV 3f3URY, C77 4LeXA�DP 157' _5JA4_' t t No SCALE 110 tqopA45A90W MONROC,CT 500 PU,,:,.py- RD 4 N11 cv NO SCALE . ..... -These drawings are the exclusive property of ALAN VIETS ASSOCiATES.and shall not be ,eroduced, in whole or part, except by written permission of the Landscape Architect. The 1ontractor is responsible for checking all dimensions and conditions at the job site. Where ;-job conditions prn,eht .the Contractor from obtaininq the necessary dimensions or infurmation `'as shown or speci:ied, 'they should check with ALAH VILTS ASSOCIATES prior to the fdDrication ;;bf said work. The contractor 15 responsible for correcting same at his own expense. ..PLANTING SCHEDULE TREES `�` M_ GAT`[-- f�F;sF-l'G?I� I-�.�M Fi GG��MUH �-•I h1'�I�i �I�� GO!-I(� Tl ZZ W1­lrn5, -r9H5- C,) -ev' 'tom4.P� 'rZ ,��,-_4:-:e P --wr-,o,Ev-i h'V-sP) f9Hv-&2 �41G, Ti'LIc4 �7r�i�i- iH lam' -7� i� -F4 7 G,L>✓t�IT�i� T�i HTN� � -tit=�M/��� °'-4'' P�s� PJ ' ' -r7 -rl-{jj/J - czG+ vl re is 15-i c.� i I 2 r I �' y f� � x I;� �U�U 1`'E ��•D �.-�.�- 2'�+�_�I i � •�j� P� � y SHRUBS i(a-sue :� � ��r - G� �a-r�s.}-11c�._L- t-•V`.-t-'i� c��MM��! F--I�Mf% �i��� cc�-Ili 7- �(o , �� ?� - I-1�-r�1�1�' �1-�-rU�:� l i�iG r�l�- -�tc,+4;'1'iu� 2 '-2'4•' c,c�. + :, �L <.� .sJ1-lir%G�U� G. f'�1Tc�- ]�/.�i"�L wM1%�s•CT I�"--�-�'' ' "'+` • • 1�}•• •' �, '� �� Z� �''r!f��� v�+.-1(-�G�c-ITrF I v�-I I-�UTT� ��1�I�1:�• Imo',-�-11 «al. _T(o �, " 2v rctGl-!�;riu�. �i �Tc_i�'� �ltil�tGF l JI i-IG,e5k71 eji` -�541' Cam, 1 X T� _ � ,�•.\' ;`' \ 3�I �� 'tea �� 2I•�i.=G�_.r-I��1-I ��tom{ ��1�'I 12.1-K•�l•%C�I�1-f L�GI-I 2�-z. ' G G� rr4 `� � -T�? `� �-�,�.vJ 1'i /5•.i'-� �'? - / 2_-r3 !`�:Ir:l°°\` ' �� G.,t� �/�-l�h-.. �:X�rJ tom; �Y`�-��I I� H�T'G-�==t.�� tz�l� 1 .� Zo �2 �.• ��� 2� Jc I#-III� C1�a i L' i=12-G'!-ITd l.l� �vMV 'T /�,-I S I2il-r�; _yj i 4 r-r-v, .. �.�_� , :, -. . • - _ - �f�; � ' �� 2(o r'I��"'- J.I�•I--��-Ii��. l-cr"ft�r�-1- .J.�•.T �ta .� 1 -��• _ f�_5 5 ,, ,�., lc�l'-I�hcl'.rs. ,al-i��1�-�I��t�- l�"-'�'i �-�l l T4 `r-7 _ - z-TI = �v £� clG: Gt_r F�i7/}Td # +-I�.F i E-tsi�+-1Csl � I I��F.i�.;•�, �� 17 -7, ' e�,� ESTABLISHING VEGETATION COVER ON DISTURBED AREAS 2 (? T 7 ` r• •.;. r� 1. Scarify the surface of all areas to be topsoi]ed. "( I 2. Place a�minimum of 4 inches of topsoil on all areas to be seeded. lf`@„ 3. Apply lime at a rate of 2 tons of ground limestone per acre (100 pounds per 1.000 square feet), b �d \ 4. Fertilize 3 •` �r a) For spring seeding, apply 10/10/10 fertilizer at a rate of 300 pounds per-acre (7 pounds per 1.000 square feet), . work into the soil. Six to eight weeks later apply an additional 300 pounds per acre on the surface. 1 b) For fall seeding, apply 10/10/10 fertilizer at a rate of 600 pounds per acre (14 pounds per 1,000 square feet), and i work into the soil. +' •, ter, 5. Smooth,and firm the.arba, apply-seed uniformly at the rate specified for the seed type. and cover the seed with not m<: tha6-1/4 inch of soil. '1 = -AREA WHERE APPLI[S£0 MIX RATEPER SEEDING MIXTURE BY WEIGHT 1,-000 OUAREFEET SEEDING DATES Al1.Lawrf•Areas Red Fescue 70' 4 pounds April 1 - June 15 Kentucky Bluegrass 20: or Perennial Ryegrass 10* Aug. 14 - Oct. 15 'r Diversion swales Kentucky 31 Tail Fescue 80% 1-1'/2 pounds April 1 - June l5 Ryegrass 20% or i Aug.,14 - Sept. 30 -- tko=maintenance areas Periennial Ryegrass 40'. Auc. 14 - Sx-pt. 30 6. Temporary seeding: Where the final grading is not completed by September 30, a temporary cover is to protect the so"l U•G �`' �i over the winter months: Annual Ryegrass, or 1-1/2 pounds March 15 - June IS Periennial Ryegrass or Auc. 15 - G:t. 15 Sudan Grass or Millet 1 poun� Aug. 15 - Oct. 15 1 Hinter Rye 3 pound: Aug. 1S - Oct. 15 = "y TREE AND SHRUB PLAATIiiG OPERATIONS .� a +. 1 1, Plants are to be planted in the location designated on the Plan or as staked by,the Landscape Architect prior to planting. . -- �— 2. Tree pits are to be 2 feet greater in diameter than the ball of earth or spread of roots of the tree and sufficiently deep to.allow for a 6-inch layer of approved topsoil beneath the ball or roots. individual shrub pits are to be I foot greater than the ball or spread of roots and sufficiently deep to allow 4 inches of approved topsoil beneath. Adequate approved topsoil it to bi•supplied and placed at the pit by the General Contractor. 3. Excavate sod bsckfill the planting beds with approved topsoil, by the General Contractor, to a depth of 18;inches for ` shrubs and 12 inches for ground cover, 4. Topsoil for backfill in all planting areas is to be natural fertile agricultural soil, of a good texture, free from + �x 3 ^mil ! l,•S subsoil, and free of roots. sods, rubbish, and other dangerous materials. :f' S. Set the plants in the center of the pits, plumb and straight, and at such a level that. after settlement, the crown of the �4 _ �' - �I plant will be at or not more than 2 inches lower than the surrounding finished grade. When the balled and burlapped trees • �' t ! Ji are set. congact the topsoil and water id to fill all voids. Remove all burlap, ropes. or wires from the tops of the i�j �� , ;, � ,. � ,� �`• � , balls. Spread out the roots o• the bare plants, and carefully cork 1n topsoil.aetung them. Cut clean soy broken or frayed I rq /' roots. Form a shallow basin slightly larger than the pit with a ridge of soil to contain water. Cultivate the soil in the I •shrub beds betxreen the shrub pits. rake smooth, and neatly outlina. Provide 3 inches of oak bark mulch for all the L y2 } �I -��� planting beds and tree and shrub pits. 6. Tree guying or staking and wrapping is to be as detailed on the Landscape Detail Sheet. / .: R�aA1-t-t �scvlcicre� Cale�f�r*5 �d-tea 7�5 ?;1-�l U vm C, Q�x>eB �t War} 'wt YLCY1 �d �",�log � >C MU�G4( REMO, � > rum �m-{t?'12. q. '}• d � � � Fr,a+mot+, IV �o vuU . V. -rI 4 0rrc�4n 2=i6" (o"IVUriI/tAL1nl� - SHRUB PLANTING DETAIL NO RELEASED FOR CONSTRUCTION PROD. MANAGER: CHIEF DESIGNER: REVIEWED BY DATE FU,35CA%J NEILL C01"ISLIlting engineers BOUNDARY MANCHESTER , CONNECTICUT FIELD EDIT Land Planning GEOMETRY t COMMERCIAL . LANDSCAPE PLANVA' Landscape ArchitectureNUTMEG DRAFTING ---��- - Urban Design , CENTRE OWNER: HAROLD ROTH8TEIN.PARTNER 349 PARK AVE. E. HARTFORD, CONK REVISION DATE : ,51�1+13BlfRY, CONNECTtCUT FD/ik0i3CAPE l APPLICANT: UTILITY DEVELOPMENT a Viets « �\ Alan 349 PARK AVE. E. HARTFORD, CONN. HOR . IN- FT. DATE FLD. BK. PROJECT NUTMEG ROAD SOUTH WINDSOR, CONNECTICUT SCALE : VER. IN. FT. G/f2/87 SHEET NO. OF • �/1/ �7 d Io