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HomeMy WebLinkAbout26 FITCH MEADOW LN � a � r- t4A43ZE / Cw9R8;�w'F'Qv Lot 6 � ' 1 / ISr. 140USZ �, ofc£ � / 4S.cF G,9Q FF=77,6' C SanssIT Nt t ,y Fr•78 9' - d Lot 5 �C�F=7'7,9� ago ' \ ?�_ o p�� o - — Ew 37-, s4m m#4 gl►3 16 net 77-7 Oe 77 CLE4q.OU 08, 198j� � j iz•�, / LFire 749.91 sr#ousc/ - ` � �wST.•Vo v56 IGRR Or,'78 •� i 11 (HE a :b i.i.. t iyi_me are truM (Iti766lrtrNftOd1�_K__1�,,i�B��iyM�blttlS��� fae 'd t aDOtic,aion and .WiTh all zo ll b4 vl. 1W.a 7"ccr::DtY as shall WV ,uii.h}tivn prw ' p orders ftlsd �:}.- Le•w3n9 s t nt dufin6 PendeneY ' YY yAe '�nis issuance of a Duildinf . �.. � APR 1 ' 1�9� thb4lat South Windsor ,, aDDf-ed 3Ni�d subleetM build ln6 shall ng to the condition (e& ati rhif �� c(OYnances �'ridrs filed wltH BUILDING DEPARTMENT rn Dtwd with- These ,;µr,6Nbnalh/ APDroved R u1`dln6 "'PIctor ^[,Jq 7 Nd. .... t, CittC I ifivr�1 „ilt Vi tvl�ii41U L�IYi�'Li/�IvI.E. Proposed buiiding;s), use(s) and/or structure(s) as shown on this plan appear(s) to be In conformance with current South Windsor regulations. Variances and special exceptions may apply. �( Date `6 Zoning Enforcement Officer � 1 cis 17' Oe / \ Th--75,78' / // // k= LEGEND --140-- EXISTING CONTOURS 6r. f// / / II ° ` Caws — Q}— PROPOSED CONTOURS o = 47°46'56' FG' 7/,89` i 141x1 EXISTING SPOT GRADE ( R = 88.00, c III L = 73.39' (Total) / 141.1 PROPOSED SPOT GRADE �� \ "^� � M EXiS i iNG STORM SEWER � I `so,�- &b PROPOSED STORM SEWER / sToaM DIl�r1JA�6 EA5El1FAlT �/ / / I `p 59N./`�lI '�, �� r� TOWN of 50UTOIn)INbSO(Z \��!���� \ - /// III �r : 75.R3 �,�, fi ---- = EXISTING SANITARY SEWER A = 47.416'66" I ( Cog ��~ =5�� PROPOSED SANITARY SEWER Ed E cx aAs1�l \ / �•. \ �� \ f / n� I a R = 138.00' i c L = 116.09' (Total) ( � ® PROPOSED MANHOLE II �I �-- �,\ 1 � PROPOSED CATCH BASIN / Tr• ��I,?g, ® - EXISTING GAS G_— PROPOSED GAS Notes : EXISTING WATER rz 1 . All iron pins and monuments to be set. sE UAt�ESz LoG 27 ;� + W PROPOSED WATER a , CO/.157R0Cr/01Q � ,� 2 . Portion of the site is located in inland wetlands. �� \ �, ° III v /I (0�71,9R 58,�t �.°' tiM O I.P. TO BE SET 3 . Parcel not located within a flood hazard zone. k 8�83??� � `� I � N � E�(15T1NC/ bI5T•CAITIUI\I CaoriZ o a° o,rco aC, 5O D M.S. TO BE SET 4 . Elevations and coordinations based on M.D.C. Datum P�15/N TF= /.Z5,79 ��I �, 1 t �� � 9-1 � c7a STAKED HAYBALES OR SILT FENCE �+ �1 Zs(,NE� III \ ........... ' 5 . Electrical service to be provided by Connecticut - 'W <> i�XtSTth I•P. Light & Power Co. LUT 2�' J 420 a i X15T•tNCI M.S. 9 4- G,p,G,g•9/ � �. / Q 6 . Location of existing utilities obtained from Y ) \ _ •1� 0$ M0.nJ 1 1 �\� II 1. 0�_ \ i o•�`7QC, y. rt Ut'lll •FV C'Omn;;nJa� l �nnii �n h ' 20'NOINAC e EilSE1/FJ�T7n p,E p• � N`9 ;(cnB,H� ` s�/o • } 1 ] 1 r i ---- , �, ^vwii approximate. C�a1aNT 7o nr/rC41JQQ0NNZAU m o - �; , v \1 i �, Contractor to verify in the field - Call Before You 20'5TORM RAID E F5N �, vr� -/ _��,..� o�� 1 Dig: 1-800-922-4455 . To Tot,Jal 5.WIN65oR t`'+ 1 .\ � '■ 7 . Zone DRZ . 8 . Foundation dimensions as shown on this plan are / �RCP .�' o \1 r�L $� for site design purposes only. 74.1 ry' �- N22 � �\ � APPRa�tta'F1rloN ` I i p8..W �� E)U5r/NC * E / fo 1 g p P Y• Foundation Contractor Y, , N22 19 rr-77, 7- / 1 use Architectural plans for layout and construc- tion of the building (s) foundation. L� - 63.22'47„ m - , R - 30.00' 9 . This survey plan has been prepared in accordance with c , �, L = 33.19' ` the Recommended Standards for surveys and maps in the ` 1 aPr to of Connecticut as adopted 'or use by the Connect- �3" . A,;' J ox z, _ �\ zN ,� �'oy\\ icut Association of Land Surveyors , Inc. on September r���6ND type y performed is a Building \ 24 , 1992 . The t e of survey /-,b,� ��• ` Z ��= - s Location Map, Zoning and is intended to depict or note EDGEoF aASuJ rN Go�L5i7ZUU7o/� 1r/ , � '`` Fa 1 / 4°� Lot 29a� the position of the proposed building with respectto g/o ��' ,\1\ a �� 1 ,p0'j, �� the applicable municipal setback requirements. Boundary SAN 1`114 \eo+A determination/opinion 1S based llD0_ri a Dt�nr�_n_r1Pnt RPciirvAv _ \� cn J 0,/ Qo' V / �"'-'=� of the map entitled "Fitch Meadow prepared for VR Squared, z \\ \�R� 7F= 7c�u j \ ,�/ to,t�s �, Inc. 62 John Fitch Boulevard South Windsor Connecticut" u ° FC' �ES.�3 �v o,I2 PC. ss \� / ���, g' E �` wG �, co a `" y� �/�� 0o• By Torres Engineering Inc. This survey conforms to /4• �3 52g 01 �� \ �`n /� �\ �'/ SI C.xhat / Class A-2 and T2 accuracy. This survey issubject to such facts as an independent resurvey may disclose. 10 . Backflow preventer valve shall be laced in the footing t/ p_ 6 39.16'22" \ \�, TF° 75 EF3' \ o v FL 71 • r 2 y�/p `3- '� oy� ,� drain line. p A11F �NC(LE (• Kime ,KCy M• j,oF r \� uD G = 38.00' L = 9 .59' ('Total \o c� ' 6b o,�' fxIST1NG 9 11 . Soil Erosion and Sediment Contol Contact Person: CNAR�.1nI�v � � � � -�- 1/ i92EA=5,o93•ozs� gyp' F . " \ \ \j� �`, 's F'�"/�'N-r/0/1/ �� , Andre ' Charbonneau, Jr. , 55 Sandra Drive, S . Windsor, I �o o,l.Z'Ac. � rct-76, � / \ � � i o 0 CT, (860) 528-8826 d /l �00 `r2 Sc 3S Pr rr=72,70'. TF-75,88° H ya �� \ \ L-cao.32(ToTa� (a / ` 9 - ' PO, FL= "11,SQ ' / G 3� 0 5F .01T PVMTCV •�y �p 4s ry♦ 4j s v F)ZOP House \� . �_ AXr � �o � � i •o �\ / � � � s� �3., EXIST/N� � p Lot 5 r � Eau sr, S&L MH 5 TF= 77.(o O.ZI roc. 'S 9 0 >> Fc*73.s1� ' �� I / �hq Y / \�• gyp\\ ay- 43 C7 v �6 /y / \ � .o \ \ 56 -!`/'¢_ k' ,,,W 3s 6' /Q1 i �60 /�p6 � p0 f 4 o\ 3(0' ,8A's ft r 2 —�' S , 6 G ���� �� \� �\ aA�, o M IF�gSEMrcNT - fvsaaae: Fn �_ 5 \ � � \ ; x as nk 1 SLor�c- 2/ / l , / R, ./ `� ram. \ . 4,� �\ z •QF GOt�NF%. CLEr-lg-ou 1- rA - (fi�� 9' j i j \ \\ ----- - - ---- ab`9C s�iP4�` • , \ ` • S4°9l0 3 y - 7�5 / r ,9 TF 77. CP(.o; l iUj;o �' �t= / „E °o8 4 �-_ "r✓l 12' "7 / b- — UNVG2 / / I i \ „�Gl `G 6� FL 2. to 3 a a ' e 136,27 so235 ,s,- G�v�Cr2�1cr�Gw i/ /� 19i. °I° �^ tts �, Cf r3 °tip o \ripNC. 4$04 e �ai x- /Ot FF-77.6ri ti a � /:;n779� 7 �6 6 I S� ' `���/tit \ /I y'opb U Al. J \ -- •, I / � 'rF= 78 zN I � . --�7g.90 S�1 'fC,�73.30 � I _I / � FL- 7/,oo i' ` ti a ; '� a� Q•ti� �G s i' I �O \ ill.• ,- � :...�=73.�0 �"� �� 5' o°/-lG-(J� /G 'J I �•� / � � \ : � s=zo 6Xrs-r N /loci r1 otE o \ /F'i MIN, y I 4 /� • - / � C!3 8 � � \ FF- 9. TF- 77 Y8' 5, FC 72,SO'Co `%!%• (\ \�L <qr4,�c s ���'°e -a �0 d - 40104'01- y R = 175.00' 1 80 `� �'� \ L = 122.38' I - BUILDING LOCA 11ON MAP, ZONING �c —--- — -- 't I i Cl)"' -- - ��. — N �—— [-Y �— — —aL , r PLOT PLAN 44 -1to I f f % 27.16'25" I / d id `�v 6 E � \ \ - R = 125,00' l GE� =5,774,29 5 I L = 59.�i 0' L� \/ \ \ 7l0 o.r3,4c ar I Lot 2 56ti I / LOTS 31 4.�5 a 6 John Fitch Boulevard Route 5 o,28 AC. A=��Y0.5'SSq I i LOt 1 / I / / \ \ / ` i i O.15 AC• b I �:' /1=8.8�.4�-I:��(T / , r � , S _ I �r South Windsor, Connecticut 0.20 oG. L=80.o2' ' Prepared For: l — L=46.02' rr 4a.00' cF --/5' 5nA/ITARy SFWER 6056/y_Al T \�— - / - L=73.42' J - � C&C Developers, LLC/Marsh Enterprises, LLC, J.V. nt/F C NAR3olvNEqu ` o'= o2,26 14„ I / 1 0- 115° 1 12" r / Contact Person: Andre' Charbonneau, Jr. R = 5629.65' I �� / ___ � R = 25.00' ` �, 55 Sandra Drive, South Windsor, Connecticut • ---- �_ L = 239.4T (Total) � .. / L = 50.41' \ o = 78°zo'z7" (860)528-8826 77 J.R. RUSSO & ASSOCIATES LAND SURVEYORS & PROFESSIONAL ENGINEERS o = 04.37'13" f i 1 SHOHAM ROAD L = 45s 00 _- -- 7; — o = 00.14'57" o = oo°4s'o5" ON = 00°10'32" EAST WINDSOR, CONNECTICUT 06088 R = 5654.65' R = 6654.65' R = 6654.65' N1F 5-i-t-1T6 O CUNAIECT'IC'UT 7q _ L = 24.59' � L = 80.72' L = 17.31' 623-0569 BY SCALE DATE SHEET CHECKED NO. JOi-iiV FIT CH - BOULEVARD _ 90080 OCT n nrr L V 1 yrll� vv r i U Itiy4 South Windsor. BUILDING DEPARTMENT TO THE BUILDING DEPT. TOWN OF SOUTH WINDSOk This certified that this plan and specifications ar rec or the Proposed building or alteration true s e + oracted at be Ld t together with amendm '� Street filed witty Plan and i enfs st� —'—�ated in application and ±1 L Building and state laws randy comPly with all Zoning, issued such of this aY the n tjiland lng�nP-irtmento duringPendelncy "call PP NPermit. l issuance of a building Signedt:� This ��` o�`rPlan is�PP.,r-lled subject to theord and s regulating condition that Plied with_ g building shall b, Condttionsity qpp o ved These rlfee With Daft► �� Notes. CB/'ICO 5 0 8, , LEGEND 1. All iron pins and monuments to be set. 7F-/'-75.78' 2. Portion o e s located if the is lted in inland wetlands. -' fi VON`) ---140- EXISTING CONTOURS � / 7•L= 71.51 �r 3. Parcel not located within a food hazard zone. C� 5 �,`� y -�Q}-- PROPOSED CONTOURS I 6 I 'r'F° 7J.78' EXISTING SPOT GRADE 4. Elevations and coordinations based on M.D.C.Datum. I� 47.46'56" FLr -7/.8�' ; 141=I / / J R = 88.00' 6 141.I PROPOSED SPOT GRADE 5. Electrical service to be provided by Connecticut Light 8,Power Co.. L = 73.$9' (Total) r I -_---_= EXISTING STORM SEWER 6. Location of existing utilities obtained from contractors field notes and field Ed6 II 00 - -^^ survey, locations shown are approximate. Contractor to verify-in the field-Call � ��'0 , PROPOSED STORM SEWER Before You Dig: 1-800-922-4455. _41SAN•MFI '�i tee, EXISTING SANITARY SEWER 7. Zone DRZ. / STORM 6RAI4ACC EAsEmrwr ^i o� II S tl:,- 5' -- To -TOWN CF 5oU-TW WrNLSOIf ^�/^' 41 I / t.o•o7 II FL= (v9.3o' 00„ --"=5�• PROPOSED SANITARY SEWER g, Foundation dimensions as shown on this plan are for site design purposed only. N a �4� a 47.46'56' I Srz° \ Foundation Contractor will use Architectural plans for layout and construction of �v R = 138.00' PROPOSED MANHOLE the building(s)foundation. EDCI'E oc 3H5/n/ �' ( L = 115.09' (Total) / \ PROPOSED CATCH BASIN 9. This survey plan has been prepared in accordance with the Recommended Standards for surveys and maps in the State of Connecticut as adopted for use 03,'"\ \ - EXISTING GAS � by the Connecticut Association of Land Surveyors, Inc.on September 24, 1992. PROPOSED GAS The type of survey performed is a BuildingLocation Ma Zoning and is intended G to depict or note the position of the proposed building with respect to the < \ applicable municipal setback requirements. Boundary determination/opinion is I (� c� - EXISTING WATER based upon a Dependent Resurvey of the map entitled"Fitch Meadow prepared II 1� , for R Squared,Inc.62 John Fitch Blvd South Windsor,Connecticut"b Torres W PROPOSED WATER q y Engineering, Inc. This survey conforms to Class A-2 and T2 Accuracy. This , I / Fr 78,2'/- , y x�6 ` °�' �4 O I.P. TO BE SET survey is subject to such facts as an independent resurvey may disclose. Q a v / A ,97'7.85 fY J p Y Y 61 3'2�'0 , III O G� i� Fr=7'7•.2' O,Il aC. ��� -� e3, C� IZ x I� 'o 1 Gy N ' ; %: [] M.S. TO BE SET 10. Backflow preventer valve shall be placed in the footing drain line. UISTINC/ DCTENTI UAI II F{� j r Q TF=7N 78 o da i' ..� �" �*" '"' STAKED HAYBALES OR SILT FENCE 11. Soil Erosion and Sediment Control Contact Person: Andre Charbonneau,Jr., �RSIN Q_= W.Z5(1N 9 N I wG ► ' o�H ` 55 Sandra Drive,South Windsor,CT(860)528-8826. R= 71.0(/Nwl I m t`/ "yy our) D 'N 09 3y, .� -1 �I �� .a 22.62r SOT 2S I O� \ \ 9 1 \ N 94 20 0 6klSftrl� M.S. 12. All buildings are slab on grade construction. zI � N7?-• U, y, -7��,t.SPHUn/£ OaX• �Z,D+1��� 20' 1NAC/5 EAG6"&4TTO 8E `p� _ (,RRNT TU/lIFC11�lkIDoNn16AU STORM RA►Nglc FsMT. �� I oo�� 1 N ' �c�a► I� d = Co3o2.2.1 17 / I TO TOW% 5.WINt)'i -� i\ *\ 1 1 AN Mt/ �( r K - 30.Oa' ' = 33.19' N22.19,p8" _ _ ivy �o 'S o m 10. N 7 H' \\ o ��,•°��� � N� _ ►'GAR©EI`!� % / o v / I 4VS7'No05.E � T £DgFOF BA51N w�/��' �� FF� 77,8' a l,�J 1 c v `� G,9,QFF 976).8' .t' A O \ x SAN /`ih! b0 %8b C '� Ola9.f°fo S O° a \ � ` 3 0. $' Lv? 3o'�\ �c, TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS oo. \a - d �� -rF 7(D. l? / 9 ^�� \ 0./ QC, / l 70. s.F. \ Y 'J'i9�''o CORRECT AS NOTED HEREON. z � ^ A=39?8.19 �.ft 2� 1G+ \ \ MAP IS SUBSTANTIALLY o `�� FL= Co>�J.W3' p,12AC. a ,tom �� �� _ 5�.� t,rrrrrrri,y s -0,1 CiC, ,i 4J \ `\ a \ AT ....-- 61 q \� \� / FF''7 9.3' \ / �/� \ �,/'°,�I�Q 0) ,�L 15T l/D OS� _ 1 \\ \ \ C 8'X Q GAk FF= 78.,','\ , , \ �,' �F�//_ O� 39.16'22" Z 1aPoRcN y400 \ ` 3 n U r �� t` FG• 71 jai 2 No. 8048 / ) R - 138.00 \ /�• a 1 N/F /�n1LE •G � ,�! M• , Lot 6 - a, L - 94.59' Total �a � N ,I fi�A=5o`13.a2 s,r ; � r / v '\ ��� �� \ � ^t � \ Ff'= 8./� � /79,V �°0 \ � ,,,` 5`R�rrryr lk,K,l$T. IfOUSE ,�P, % ^h* \\\ �Qo ` 1 �� 'II,'22" `� � `' r�M / PH R SSO, L.S.# 8048 FFr 78.O t� ¢ n \ c� ^� ( �y GA�2FF=77,6'/j c(31//O a� 0 �\ \ L-W:°b2.Cro-rA '•s_ \ n� 1 ' / b �, / f W 4s%g 0,>R 7F1 75 88 " i� _ \ r / �•r, moo- 31 Go T 3,2 as / / / / >•c. 1.ems' \ ` / tr >� r'' / w � � i •ate'. ,,. \\ EXi 5T. s4/.4 MH 9� �g`I q / -•\ �U o° A2t:1�=9,095.20sF �/ ' q, �' '�+7 7 0\/ ? ` � `yo. s\ D�� •cyn 0.21 Ht./ A � cz, ^p�• �y \ s,\ �/ �`� •� �( 7 9� , r ,h '�s•� \ x9a �C,o -- 77-`!e� ' N- _�-�'W I Y9 - w'� G / �0.4�0� 4�0 V 3t'o���'" .•�'� � 5 �� 6 6�• .,� `� U '°'�. `'ro \�.d � Q!J �x'p, / 22(0'- G"�vC -- / \ \ _ _ SLoIoE• 2" ,.E i • '¢•°'ytro' / •08 Q•3 � "t � - 1,Z' , --' .-�'�GISl' �IOU.$,6'FF. 78.5''f/�� 110 G136 RA FF• 7'18' ^ / � _ - / crr 'J%'i'./ � �Y 6�4 6�• `�o�'��- •, � �Cf���,v� . c 3'�'1 .'+�'a;`�h . o I 00R,CN // .S' -!� �. 70� \ 58N Mf♦ TFi 77. Q_ -7/,00 Q.Floa-l01 76, 'ol" �- r Z. 00' o� 1 / ,5345T.#6 us c , S T. NOuse +\ go, I d fF ^18.9' / % Gj' / r78,8' . U\ ���' 'l- \�9 GARFf=79.%�l ` � 1 'a' � \ , /' = ' 19 ,I I I I /' b � � <a -rFs '77.'ya72, , 40.04'01" any rt' �, _ 10 or �.r L - C-5*,&9' CI) -d /42 / \� As-Built o 0 to to TT Lot 3 I t A���0's R iz5�oozb" \ \ t �50' \ Lots 2' 3 4 6,7,27;29,30 _ I - 5` 'a 3AC Lot 2 Ga-r/ 5 Sa,J Mt4 . _ \ John Fitch i3oulev'ard­(Route 5) TF°8o•l5 A•4,39o,s3s�.pk. I // FL.= 72.zo' \ a��( ��� . .r- 79 \ o i5 I \ South.Windsor, Connecticut _ _ --� 1 1 \ \ �' Prepared For: - - \-�- '0 L=4s.ox J C&C Developers, LCIMatsh enterprises, LLC, J.V. \ _ L-40.00 'L Contact Person: A u Jr: 3AN/TAIPY �wER E►?�'EA-f��/T---- �.. ^ - - \ ct Andre' a onnea , nJ F C kAR3oNNEHu = oz•zs'�4" 4- ° "5'3,''f2" \ \ DQ� 55 Sandra-Drive, South Windsor, Connecticut A ��-- _ - 1 R = 5629.65' I L 50.4�' 1 (860)528-8826 - L - 239.47' (Total) 0 78 20'27" = J.R. RUSSO & ASSOCIATES LAND SURVEYORS & PROFESSIONAL ENGINEERS '-- -- -- --- - 1 SHOHAM ROAD \ o - 04.37'13" o = 00=14'57" 0 - 00.49'05"' o - 00.10'32" EAST WINDSOR, CONNECTICUT 06088 R - 5664.65' R - 5654.66' R - 6654.65' L - 456.00' R = 4.59' 5' L - 80.72' L - 17.31' , L = z4.5s' 623-0569 /J/F 5'>-HT6 qr Cvnl/JECT'ICUT BY SCALE DATE SHEET CHECKED NO. JOHN FITCH BOULEVARD - - 4 �•=20' 6-/7-97 7.OF / ��eR 96008o t LA) R�c�vED �o South Windsor SEP 24 1997 BUILDING DEPARTMENT SOUTH PJINDSDR EP;G.DEPT. ti~ Z TO THE BUILDING DEPT, TOWN OF SOUTH WINDSOH This certified that this Plan and specifications are truo copies of the Proposed building or alterations to be erected*at tggether with amendments stated in application and filed with plan and I agree to comply with all toning, @Pilding and state laws and such orders as shall be jssuej by the puilding peparlment during pendency of this application and final IssUaltte of a building @�efmit• yigned This Plan Is af1Pf6yed subleat tlf thr, Condition that erdefs and orciinanopa foRalatinlil billiding shall be complied with. lZ@ igilignally Appfod@d Thlyao tiled with bi191ng 4a�p@�taf clerh APPF7, 0 c . .w... .....New TOWN CY