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HomeMy WebLinkAbout0 SULLIVAN AVE STRAWBERRY FIELDS - AS BUILTS NAEK CONSTRUCTION COMPANY, INC. Construction Managers-General Contractors 27 Naek Road (860) 875-1895 Vernon,CT 06066-3964 FAX (860) 872-3251 MEMORANDUM TO: Christopher J. Dougan Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 (860)644-2511 x232 FAX(860)644-3781 FROM: Amir M. Shaikh-Project Coordinator DATE: 2/15/2005 RE: Strawberry Fields Strawberry Fields Dear Mr. Dugan, Naek Construction Company Inc., is no longer the General Contractor for the Strawberry Field Project in South Windsor. Naek will seek to obtain a Certificate of Occupancy for 301 Strawberry Lane, after which we will no longer be working on the project. The following units that currently have building permits that were issued to Naek are: 103 Strawberry Lane, 302 Strawberry Lane, 901 Dzen Way, 902 Dzen Way, 903 Dzen Way. Because we are no longer on the project, Naek will not be responsible for any of the work related to the units listed above. Please feel free to contact me at 860-875-1895 x. 116, or 978-0019 should you have any questions regarding this letter, or any other matter. CC: File Comm#:339 02/15/2005 15:12 86OB723251 NAEK CONSTRUCTION PACE 01 NAEK CONSTRUCTION COMPANY, INC. Construction Managers-Cenral Contractors 27 Neck Road (860)875-1895 Vemon,CT 06066-3964 FAX(860)872-3251 FAX TRANSMITTAL DATE: 2/15/05 2:43 pm ATTENTION: Christopher J.Dougan COMPANY: Town of South Windsor FAX NO: 644-3781 JOB: Strawberry Fields RE: Strawberry Fields MESSAGE: Dear Mr.Dugan, Naek Construction Company Inc., is no longer the General Contractor for the Strawberry Field Project in South Windsor_ Naek will seek to obtain a Certificate of Occupancy for 301 Strawberry Lane,after which we will no longer be working on the project. The following units that currently have building permits that were issued to Naek are: 103 Strawberry Lane, A I S 0 C 10S C JC)-2 S�ra w ern 302 Strawberry Lane, 901 Dzen Way, F09 'D2 c1% 902 Dzen Way, 903 Dzen Way. Because we are no longer on the project, Naek will not be responsible for any of the work related to the units listed above. Please feel free to contact meat 860-875-1895 x. 116,or 97MO19 should you have any questions regarding this letter.or any other matter. Please process and respond no later than ATTACHMENTSmc.,e�Yau 'er�oi9y mee kdwmwm whoa,`conwomw am�,orm"ea. The bihm.„aor,k irswoew"rar ff you am nat ft l wxM wcOWK Ya+ er no are hereby notHbd a,.t My A wfturr..eop*U & for tfm r%*wn or ckbtnmbn,of r e taking of my acdon in"pMM an fie etMEe�x d tda WWWO M W neatton is sk proht�fted EM trot ft Aaeume�t ehoufd bo reduneA le ads tm,k,.n�y, regard.a you tow n9gtved ada kkeaar is�.Fan.no oe by tekproe kmnE&0*to that*V can r OW orlphel Aocianents at no coat a you. FROM: Amir M.Shaikh-Project Coordinator CC: File / Original in Mail: tlf Comm#:332 Total number of pages including this cover sheet: Oct 07 05 12:33p Tom Bell 860-648-2708 p.1 1135 SuNvan Avenue South W►ndsor,CT. W074 CT DEVELOPMENT 860.648.2691 860.648.2706 Fax Fca3x To: ✓ ,1 From: �,eryC Fax: (( Pages: Phony. e:t Dat Re: ,�� � a�-r�a+�-rC�- c= \ 0 Urgent 0 For Review 0 Please Comment 0 Please Rely ❑Please Recycle e Comments: .. CD N N N CL "�• D I AME TER AUX-C-C OUTLINE DRAWING MI N I NUM CLEARANCE ro OUTSIDE AIR In 2- DIAMETER µL l0UlWilONiAnewwG►IESI GONBUSTU'FL�ATfRIAIS FLUE CONNECT m 5/8• � SEE NOTES sIoFi o" Q1 REAR D' laJ1 kDll' u�� a FgONT S' `O 0 OUT AE T TOP 1• O its DIA. K.O. FLUF 0. m E ELECTRICAL — I (ALTERNATE) CONDENSATE N01112CNTAL (FLUE N 5/a'� 19 S/8" +--� •911i• HORIZONTAL APPLICATION DRAIN DISCHARGE ON THE LEFT) 00 718 DIA.HOLF 3 112" 1TH15 SIDE ONLY1 )ALTERNATE) ALCOVE a ELECTAICAL slots RIGHT •' SUPPLY j-IS11i' 112' *I 2 I/6" LEFT 0' I imrAm R NO 16 I I/Z DIA. K.O. FLUE 0• GAS SUPPLY CLOSCI 1 V2 DIA. HOLE IALTEANATEI SIDES GAS SUPPLY IEGTT II' KAN J. FRONT 40, F L E 1' 2 I/i� 32' — T— SIDE �q 22.112' 30-5/8' T14•7I8' RETU i r AIR�o 20-I/A" 2B 1/A" 19 1/2" RETURN 14 7/8" Z ' A 1 rl �— rr 1 9/li" 19/16• A I.112" I 19/16" A 1•Iti' DIA. A.O. 2J•J/I• I}�— I•T18•COADTNSATE DRAIN 1-518. 1-5116' 23 3/." I12• 2-I/8 28-112" NOW 1-7/8' Y TJY' SLOT KNOCKOUT I. 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C to•geswanler w a,fepfe 111af a esr n.pn1 a MA Mt Sol oaew e.ten 101M or)na'aut.efb `� Ga�eaey Yew•Pff+e afif..M or aOyM arn•a.eY 7 kel(s 1f fn)f Maatl G11bea ereoafw M- C Wer tef"kdw*,e•bob*v Veahe•IMandt New.: 1 en...af�,-=w cun4mi etA•Tea.1 Ite11aY 04 WA EYOeafM MiM«.aan CaY. 2 h 1tM eM e:.ale.a AN61 ZM 104FN1 M IHMrtr r11N 111411111 elt.l MO""eel.e.r'ere wyfa Mn+fM e'nelirG R1.aer.aa aae:I..fll w e A.00 not Mtrrl.ewes*Mae a witoo ols er.a•1M.f —1111 2, 04AG" a go-w PMfk dPK■~f r.MY epon on a Rerwyrn el M atM Oeltun ti 11001 GWloot aacensnee.r111ot�d euerYlgw eAfbt.n.M MV1an'a1M d ere ou a1NYf"VM amaacutry etitoaaean t.t»ddta� 18-CD79D6-21 I8 Ze 'd TTBtb£6L098 8NI1007 0NI1d3H 81' Wd 00: 49 S00Z—S6-100 LEGEND w 1 b -,�� .... 49^b j���.....��.,....... „�, «n...-- �.�.. ,•_ I.P IRON PIN TO BE SET \\ \\ .•.,, NSr3s'2o"w .-..-..._.._._ ■ EXISTING IRON PIN `�.� _ /�-- - - ------- ------- ---- - _ ____________ ---------------------- \``\ �247.74'..,_...�..._...'.�'_"_""""" �. ----- --_-_ 5' FFER N MONUMENT TO BE SET 4� BU EXISTING MONUMENT \ ________.__.___ ___.__.__-.---------___-� --------------------- - �2_ -a- EXISTING UTILITY POLE 1 1 �s PROPOSED UTILITY POLE - - � - -` - 1 1 _ _ - "�' 25 SIDL YARD ! C I 8 PROPOSED WATER MAIN AND HYDRANT w � � \ j'. ! l - t WI00. NkM NRM 11 y'1 I� DUMPSTER PAD / / 1 �� w11 wl`r w17 � � D 21 101'� ` � /li b 'S` �'�j �,•�'��, REGULATED AREA , O !�' INLAND WETLANDS wl T 25 t + D 6 W1 3 w14 40' SETBACK FROM ROADWAY CENTERLINE i w18 '• w12 / w21 w20 c I \ 1 1 r'• lal. '' INSTALL STOP BAR AND SIGN w2 / _ „, I J I I •i' ��f .. B INSTALL 15 MPH SPEED LIMIT SIGN w5 / -� v Its �V6"� t G1 © 4' GRAVEL WALKWAY 1 O 4' CONCRETE WALK w23 19 1 _ 27 /013 r 'I1 N1 INSTALL CONDOMINIUM SIGN w4 / W24 !" f - © / / l r W2 D N87'06'S6 W g YL I�x �1N= 5 p "DO NOT ENTER" SIGN w3 \ S 93.9_...� 1 cO "ONE / �d +WAY SIGN 17 9 Vic, U HANDICAP PARKING SPACE / '�;/ w26 Lli-- Q 4' WIDE STRIPED' PEDESTRIAN XING. IIj 1 / ,� • w27 (�- , w_no F C URSF i 00 s 11 1 gt.a l'! D / NOTES. I ti lops ` C 1 r PREUt w2Fib w28c D 1 ALL MONAIMENTATION FOUND OR SET IS DEPICTED HEREON. I \J I r I A- 0 AND RR ZONE ull� 1 UtD;�` lime e, 2. PROPERTY IS N 2 / w28 1 L 3. FLCKIO ZONE TAKEN FROM FIRM COMMUNITY PANEL NUMBER D900M 00048 1 1 EFFECTIVE DATE MAY 1, 1980. v / EFFE o I 4. WEST ROAD STREET LINE ESTABLISHED BY EXISTING MONUMENTATION 1 / F ` x' SIDES OF ,HE ROAD AND HOLDING A CONSTANT MOTH PER MAP REF /12 I�OT o� l CT1oN .., I ON BOTH C` I S. PARCEL LAND AREA IS 2 446,8SOt S F. OR 56.17t ACRES. / ,_ A1O7 ! 19 00 t u 1 I 1 hJ+ OR ± S.F. 5 F / h , / 1: 1ky �, Q�A� D , r/ R't irL rm 6. PARCEL A IS 15 55t ACRES. ti 11 / QI 1 J R N I ;` i,`• MAP REFERENCES: L ' Of 1. CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP / sc I 'i' ►, SOUTH WINDSOR, EAST WINOSOR HILL - wAPPWG ROAD / 7 / V ,�� O 1 rw 1 f MR.Tt' TOWN OF SOU / 9 lb ! 1 r• a,"; FROM THE HARTFORO SPRMiGFIELD ROAD SOUTHEASTERLY ABOUT 12,500 FEET / w29 / I ` 94 SCALE 1 I G0' AUG1913. NUMBER 132-02 SHEET 3 do 4 OF 4 , T �'1 ROUTE NO 194, / 41 \ STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP 1r DY D NRM + 2. CONNECTICUT S / 4 TOWN OF SOUTH wWOSOR. EAST WINDSOR HILL - wAPPING ROAD / %/ / A FROM WAPPW0 CENTLR NORTHERLY ABOUT 7,600 FEET - ROUTE / ! / w33 /�� Q� r� r4. A i' .0 NO. 194, SCALE 1--40' AUG 1933, NUMBER 132-03 SHEET 3 OF 3. , Wit ed / br 1 /!Q 1 r / / W 32 w 30 / �_ "� / 41 /q`1' �O �c7x °� 1 SOUTH WINDSOR MAP SHOWING LAND ACQUIRED FROM / /J// `1 it' /"?/``1 h 5� 3. TOWN OF ! /A' �nli) �� HE OF GERTRUDE M. PLAGA ANNWO BY THE STATE OF "D ry�4 O b� 3 CONNECTICUT DEPARTMENT OF TRANSPORTATIONTERSEC1 INTERSECTION OF pl ^ - _ -� - _ �, A 15 OQ r IMPROVEMENTS ON SULLIVAN AVENUE AT THE h / w34 / �-- - /�,� h lil+� D I I OV�CJ GRAHALI ROAD AND AYERS ROAD - DECEMBER 1996 SCALE I.500(MEIRIC) !� / / ~v •`Q£`•�L� D 10 D l TOWN No. 132 PROJECT NO, 132-123 SHEET 1 OF 1 , • 0 Z T w35 i �C, 0 " CL L 4. BOUNDARY SURVEY - PROPERTY OF LAURA T061UNSON wry / (C ,q ,� 7 / ,y w I 4 SUWVAN AVE. SOUTH WANIDSOR, CONN. SCAJTOMUN$0' Y) DATE 5-27-50, PROJECT 79-149, SHEET 1 / / �n l0 `,/ ' c' 31 1 ti. CEK ASSOCIATES , , 00 O EMN. W. LU / / � / � 5. BOUNDARY SURVEY PREPARED FOR TOWN OF SOUTH MNDSOR, Jam.- �/ Z �P7- Ci . I/VL A 1 SOUTH WINDSOR, CONNECTICUT / �l1NkM D f I n' SULLIVAN AVENUE do WEST ROAD / l DATE 2-12-00. SCALE 1'-100' JOB NO W. SHEET 1 OF I Np I � I BY TARSELL. HEINTZ do ASSOC., INC. r' w36 � I� - ?6 ELIZABETH D. HAWKINS PARCEL --- - - __.. .__._.._ ._..� �, t_� /(��� 6. PARCEL 'A'. LAND OF \ 'B' LAND NOW OR FORMERLY OF CORA E- STRONG TO BE / f� 32 1 w AQUINED BY ELIZABETH D. HAWKINS. SOUTH WINDSOR �, \ ` / •Lr' I'L� I N CONNECTICUT, SCALE 1'-40', MARCH 13, 1969. REV ADDED 12-I-69 PARCEL •C' BY EVERETT 0 GARDNER b - 2 O 7 PROPERTY OF JOHN J. WOODCOCK JR. SULLIVAN AVE 8 / / w37 �' - t WEST ROAD - SOUTH WINOSOR, SCALE 1'-40' DATE:5-21-86 , / �:eF2 p - e Oved Z PROJECT 86-42 SHEETS 1 AND 2 OF 2 8Y LUCEK ENGINEERING ' w39 ,` ; T 1 ,�I, _F ASSOC. INC. i w38 w40 w4t NRN i 03 J O 14 ((0 8. PROPERTY OF ROBERT SHERIDAN TRUSTEE SUWVAN AVENUE / I � O SOUTH WINDSOR, CONN. SCALE 1"-40' DATE 8-28-82 ()0 I PROJECT 82-46 SHEET I OF 1 BY LUCEK ENGINEERING ASSOC. INC , 1 39 ..rr 9+ 0 f , 1 9. DAIRY QUEEN. SOUTH WINDSOR. CT. DATE FES, 1988 / 13 1 1 ( a� P 9 0_0 1-- �/ I „ I SCALE:1'-40', REV TO 8-4-88 BY DESIGN PROFESSIONALS INC. , ! h ` - IQ. IMPROVEML`1 LOCATION SURVEY - RECORD DRAWAN' PPFPARED r 4 ► L \ ! L I '21 l e I, ,I I + _ FOR GfIsSLER•S SUPERMARKET - $OJiH wliDSOR. Cp+r.cCMUI / _ _. , � �,4 , .h'/^^ \,\ /-- D NRM shed IQ. AaP SCALE i•-40' DA-E 4-1-99 RE,, 4-tS-9S 9£ET OF t0 �3e SCALE r do ' DATE ON A SSCAIA'ES r. FILE T hiE SOL TY .. \ ' G�RDN R BUILDING DEPT.) _ / removed 1 / \ i _ _ 11. SURVEY PREPARED FOR T. MARK BARBIERI SOUTH WWOSOR , - - 5 SHEET I OF I / �\� � 12 T ' _ � I CONNECTICUT - SCALE 1'-20' DATE 3 12 8 r / \ D \ -- - - - BY PALMBERG k RUSSO / / \ �' ! \ O 0 UNku D r , , •..\ o i" .% Q.37 SOU tt1 Or�'tl��._ 12 PLOT PLAN 641 SULLIVAN AVE ASSOC. WEST ROAD SOUTH , D O / WxvosoR, cr. SCALE 1'-4D' DATE AUG 1989 REV TO 1-IS-9J , / / 0 50 East Of -- S84'01'35"E SHEET 2 OF 6 BY FUSS k ONEILL INC �/ ^ 1 ,� o Propert Corner --.O 13. PROPERTY Of PLAGA PLATT do PLAGA SOUTH WW4050R. CONK. ! `V "1 N 80•DO SCALE 1'-20' MAY 1945 P4514 BY H.L GRISWOLD (UNRECORDED) / / \ ~ // 576.43 AVENUE. s. WINDSOR / �i4 y w43 �\ I! 11 \ •\ + I v ry To 96 j Sz"F rn� N/F MESSNER, 14. PROPERTY OF MRS. G.M. PLAGA. SULLIVAN AVE / / l CONNECTICUT SCALE 1'-100' JUNE 1949 BY F PERRY CLOSE (UNRECORDED) UPIl ? J� t iY SURVEY OPEN SPACE PLAN - RESURVEY PREPARED FOR TOWN OF - \ (' SUNRM C 00 C S T L:� z f JACQUELINE - 15. PROPER _ - O SOUTH VY %AZ - WEST ROAD, SOUTH WINDSOR. CONNECTICUT / r0 S SCALE 1'-50' DATE. 2-15-01. BY DESIGN PROFESSIONALS. INC / w45 8 00 ' .0, F 16. ACCESS & UTILITIES EASEMENT PLAN - RESURVEY PREPARED FOR TOWN OF ;� \ D as'3o'o8"E a Bo.Qo, Q SOUTH WANDSOR, SULLIVAN AVENUE - SOUTH WW OSOR, CONNECTICUT / �t 1 p N7F GUIgN00S, 1^:t4 SCALE 1'-40' DATE: 2-15-01, BY DESIGN PROFESSIONALS. INC. 59.Q5' DZEN WAY � //�7 CLALIDIA A. JOHN JR. � , S1 7 0 = RAINA MENT HORIZONTAL CURVE DATA / TO S Of CT CURVE TANGENT CENTRAL RADIUS CURVE SUPPLEMENTAL STATION DATA \ ---- p ` A I I LLSD ALE ROA �' -t- NaN81 3 LENGTH LENGTH ANGLE f v PdMP �� I I___ v 5 33"W C, °a, p� CURVE N0. LENGTH (T) (s) (R) STATION STA 1(NJ LABEL STATION DESCRIPTION \ / f D - 193.5p' \ (total) .-.•-•-" t��, ---�- �- T. Cl 1411' 7.0T 10'4T24' 7490' NRM D _- --_-- v STRAWBERRY LANE TWO-WAY \ \ 5' ' P f yii_t C2 93.99' S6.60' 8022'33 07.00' St 7+04.94 END 10 - W48 \ 58.82' 332T05• 195.75' 22+82.44 DZEN WAY AT END OF STRAWBERRY H�UN�" " C3 114.29' Y t _- LANE TWO-WAY 4 27.6Y 14.2S 33'01'36• 48.00' Y ,\ \ 5 O N in I,j C \ f I ' 72'47'07' 107.30' S2 8+00.00 START STRAWBERRY LANE ONE 7 1 M I C5 136.31• 79.09' w49 ` OY. C6 20.51' 10.41' 23130'30' 49.30' 12t00.00 START DZEN WAY \ I(V 1 In I \ 4l z C7 24.81' 12.47' 1413'02• 100.00 22t86.45 END DZEN WAY \ 1 \\ r S i� 6 'S4'24" 42.00' O � �+ � d0 19 PARKIIJC SPACES }{ 1 �:,f,�i •' i; i� C8 51.24' 29.36' P 43 11+44.94 END STRAWBERRY LANE ONE \ I 71'S9'11" 80.00' \ \ C9 100.51' 58•11 DZEN WAY AT ENO Of STRAWBERRY 6 �' ► I ' " is �' . t 1.71' 107'24'01" 96,75' 15+73.26 \ \ -- `L� 3 I I 28.6' ! CIO 181.36' 3 LANE ONE-WAY _ w50 \\ a iL � 1 � I 1135 SULL. AVE. EXISTING HOUSE I' • .t, --- -� �•` \` �� ��t1y C.`� TO REMAIN i I � >�„a:- INSE A SITE ENTRANCE EROM SULLIVAN A ',/ENUE � _ ,\ \,,\ I >,oti Q EXI G SHEDS / °�- � <2 V � � 'l�' r 70 E D _ I D o - - w51 I -- PROPOSED1 D E- _ BUS SHELTER I _-- \ I + U s s i O '� a_--�-- _� - -\ ___ _ I \\\ J�/ �` �`� _ rJ 10� OBARN w5 - ) TO 6i _ D I I L,, I o N7 4j' _ \`� -_ ' _ - -- CONVER`FD - 26"W - \\ �b -____ - PT +01 68 - '`! _ INTO �•� �� 21g, Oo 75 '�-+-� I o' �.. I.P. ���~� i80'27'27"E \\\ - _ 5 00 ` COMMUPLTY S TRA o a a o T)5 ~ + --_ 1" 'S 51 t 1 "t O ..�_ W�j; ry N8�4' ! DF Yq , 1, I 1 N to r 1 8LS oa �5 BUFFER \ I 0 W \ \ ~ ` -\-- _`\ \ BUS SOPOSER I EDI D {�Q A w53 112 00 _ _ _ I STRUCTURE 1 (I ICI) Q w R- 0 9A : O 6' U r_ V.- C3A Q O u PROP. SANITARY ~ Q O O I M r- pPRELIMINARY c,A A Z 25 \ \ p ` B \ �` LATERAL W O m o N oo g M M semen � \\\ rr \ °° _ E PLM B O O oa;o � z r�vMiMrn I �jl ` � U �N7 4 z6„ CV J 1 NOT K'A CONSTRUCTIOM" W 11 11 11 I w II `" � ��rac.O b ear f ` e��S � � zlg ��• SHEET ';i • 860.291 . 8-155 REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-3006-1 THRU 20-MOB-20 OF THE pLOT PLAN X 1 SS OTHERWISE NOTED, EXISTING UTIL TY REGULATIONS OF CMAP HAS B STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF ■ S'TRA WBERR Y FIELDS' I UNLESS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. THIS PLAN WAS COMPILED GRAPHIC SCALE 7 o LOCATIONS AS SHOWN, ARE BASED ON AVAILABLECONNECTICUT" AS E eslgn -t I � v.1 �^' INFORMATION ALL. EXISTING UTILITIES SHOULD FROM OTHER MAPS , RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION. IT IS NOT TO BE CONSTRUED A5 0 20 40 80 m� BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 07/11,'01 ADD PHASE LNES Sluw u"il WALKWAYS. ADD yEwLH EASEMENT r3EE HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE rof ess�ona�s, 'n�� SULIL�R V A1� AVENUE N t 3 pF,;,,;D, SHOW WALKWAYS TO UNITS BLE FIELD SURVEY MAY DISCLOSE. DESIGN: CBSIBEE DRAWN CHECKED. GBS1 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD ( [N FEET ) BY A LICENSED LAND SURVEYOR PRIOR TU 2 ps/06 Ot NEW 'SUBMISSION GBS/BEE TO THE BEST OF MY KNUwLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. ■ JOB NO.: 00-1280 DATE. 11-17-DO CONSTRUCTION. t2s82 1 inch = 40 ft. S Civil Engineers Planners Surveyors ' CIS SO T�`�HI �y?'UN DSOR C®Y�TI�TIEC'1CICV'I� 1 05/3,,U, NL W SuBmiSSION GBS/BFE S. THIS PLAN IS INVALID UNLESS IT BEARS THE LIC. No. 165 South sntcllita road suutri w nttsur nrleCtiCut 06014 DRAWING NO.: bS 128C 12805P 1280_7a-dwq IMPRESSION SEAL AND ORIGINAL SIGNATUKE BY RICHARO P. MARTEL PROFESSIONAL ENGINEER/SURVFYOR. NO. DATE DESCRIPTION t OF THE .i '"J" .7 1 N/F SOUTH WINDSOR DEVELOPMENT CO. N/F BLANCHARD & ROSSETTO ENTERPRISES ``�------- I.P. LEGEND ---------------------- r- ----�_ N87'36'20"W Q I �/ -------------- -------_---------_____________-____ __-_______ 247.7 4' R=1919.29' / 25' BUFFER L=28.83 0 EXISTING IRON PIN / i '� _____ __________________`__�„__-_„-_ �_ T=1a.42 / - ----- 40' SETBACK FROM ROADWAY CENTERLINE / '- - ------------------------------ SIDE ` - � a 25' YARD �1 i \V NOTES: 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. , 1R3; 1y ; •-.. 2 AREA OF THE PROPERTY- 15,55f Ac. / 677,350t Sq. Ft 3. HORIZONTAL DATUM - NAD '83 VERTICAL DATUM NAVD '29 4. PROPERTY IS IN FLOOD ZONE X - AREA DETERMINED TO BE OUTSIDE THE 500 YEAR FLOOD PLAIN AS PER FIRM COMMUNITY ,/ J8 FUFNIT 804 DZEN WAY PANEL NUMBERS 09DO36 0002D & 090036 0006D REVISED FEB. 23, 2001. y 5. PROPERTY IS SUBJECT TO EASEMENTS IN FAVOR OF. ! ^l.0.'� FFMCAR-1 0.42 \ A. CONNEC71CUT LIGHT AND POWER COMPANY. ! ^q FF BSMT-102.05 B. CONNECTICUT WATER COMPANY / Q), \ 0' y C. YANKEE GAS SERVICES. O ^a' FF-ito.18 of 1 AND ARE NOT DEPICTED ON THIS MAP FOR THE PURPOSE OF CLARITY. �'r UMT 803 DZEN WAY 6. FINAL GRADING AROUND THE BUILDING IS NOT COMPLETED. / S> W-to9,8B 74 ---- \ ; 7. "WEARING SURFACE" OF PAVEMENT NOT YET INSTALLED. / FF BFF ta�p 78 3) CR•gf�O\\/ 0. CB20 \ \ 8. THE PURPOSE OF THIS MAP IS TO DEPICT THE "AS-BUILT" OF BLDG S 200, 500, 600, 700, AND 800 AND THAT PURPOSE ONLY. / Qj TF.110.79 \ 1 4, UNIT 802 D n INV(8" IN D17):10.62 y Z 9. UTILITY LOCATION BASED IN PART ON INFORMATION SUPPLIED BY THE CONTRACTOR. , DZEN WAY ! a / O �°` FF-10B.47 3 N � MH6 N FD):100.62 \ -' 10. A VARIANCE OF 2.5' WAS GRANTED BY THE SOUTH WINSOR ZBA, VOL 1406 PG 204 OF THE SOUTH WINDSOR LAND RECORDS. / TDW 10&13 +� TF:108.3 INV(8" IN D18):106.06 SMH5 \ N �` GAR+107.73 `O 1 \ INV. INV(15" O TF:114.41 t1 1 p,N� / M O' Fry FF BS1rf'+pg 47 ,R C A S ,� {15" OUT):100.15 INV:101.87 \1 \ P UNIT 801 DZEN WAY ¢ by / \ 00 MAP REFERENCES: / a---F 18 FF 108.72 ' \ 1. CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP / O TOW-106.42 33 CB19 \ \ \ \ 7 TOWN OF SOUTH WINDSOR, EAST WINDSOR HILL - WAPPING ROAD / / ^� FF GAR-108J8 7/ \ / TF:110.81 \ 0 FROM THE HARTFORD SPRINGFIELD ROAD SOUTHEASTERLY ABOUT IZ500 FEET / ^ FF BSMT 97.72 0, 'I'L� !cstz INV(15" IN&OUT):99.68 \ \ y ROUTE N0. 194, SCALE 1"-40' AUG 1933, NUMBER 132-02 SHEET 3 & 4 OF 4. SMH4 2. CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP // /3 9 TF:117.44 1 °' D 9' 4 \ INV. 1 to � e TOWN OF SOUTH WINDSOR. EAST WINDSOR HILL - WAPPING ROAD J I Fc o \ G FROM WAPPING CENTER NORTHERLY ABOUT 7,600 FEET- ROUTE G7 FE D 6 1 T N0. 194, SCALE 1'-40' AUG 1933, NUMBER 132-03 SHEET 3 OF 3. / C5 0 INV:92.02 9S' �10 p � � � 1 It to 3. TOWN OF SOUTH WINDSOR MAP SHOVING LAND ACQUIRED FROM (� �� \ R4t, TF:103.813 HEIRS OF GERTRUDE M. PLAGA ANNINO BY THE STATE OF �/ / �pi INV(15" IN CB19):99.38 \ y CONNECTICUT DEPARTMENT OF TRANSPORTA71ON - INTERSEC71ON / INV(8" IN D32):99.47 , \ IMPROVEMENTS ON SULLIVAN AVENUE AT THE INTERSECTIONS OF 41� \ INV(15' OUT):99.21 \ \ GRAHAM ROAD AND AYERS ROAD - DECEMBER 1996 SCALE 1:500(METRIC) F JJJER 1 TOWN N0. 132 PROJECT NO. 132-123 SHEET 1 OF 1. try J4 e�eC/A� !Fcl9 TF:1S .04 1719 4. BOUNDARY SURVEY PARCEL A - RESURVEY PREPARED FOR SULLIVAN ;V / N J w C / �' TOWN HOMC:', LLC. SULLIVAN AVENUE - SOUTH WINDSOR, �,r.�1 / �b INV(15" N & 95.50 J CONNECTICUT; SHEET 8/17 SCALE 1"-50'; DATE NOV. 16, 2000 / ti REV. 11-21-01. BY DESIGN PROFESSIONALS, INC. / 4 J4? ,w O D y /! J FF-103,19 DZENUNIT 703 WAY O 8' ti 3 C 18 � Q TF:615.28 ; / TOWS-102.91 0 / :103.18 INV.:111.85\ y / 9 FF GAR-102,55 INV(15" I/,2'v99.46 :98.67 CB13 \ N� , /! �` 9 FF BSMT 94.25 J00 CRgI, / INV(6" IN TF:116.51 jINV(B" IN1):99.58 INV.(6" FD BL 11):105.82 11 SUWVAN TOWN HOMES, i.1-Ci. j / 6), INV(15" UT):95.62 INV.(6" FD BL 10):105.95 I TO BE DEEDED TO ! UNIT 702 DZEN WAY \ D INV.(8' IN D21 :113.23 I / a FF-101.31 1.0 INV.(15" IN Y6 :109.99 I THE TOWN OF SOUTH WINDSOR 3 FF�.89 w� �� YD1 INv.(1s" ouT): 05.22 I /, s , TF:112.12 I i 1� ^ 782 FF BSMT-9224 3A ap?4 O / INV(15' IN CB13):104.78 /^ INV(8" IN D24):108.80 i5 00 ` INV(8" IN D28):107.91 1 4UNIT 701 DZEN ,� S INV(15" OUT):104.48 SMH3 WAY TF `ate TF108.66 V:104.78 1 FF GAR-98,73 \` / 20 Q / INV(15" IN YD1):104.04 !c/ 1 FF BSM17-90,50 v t 0 INV(8" IN D26):102.80 / INV(15" IN YD5):101.50 �2'w .0' / INV(15" OUT):101.43 L,JI GV G ti / / ( I N N G SMH ' D / I C7 00 O :9 83 III / cA ZA•3 IN 2.98 TF:506.99 / O N N C 14 INV(8" IN D31):103.78 i ! }A.0 }3.8 oos :9.37 : 1.57 t INV(15" OUT D26):101.79 / 0 15" IN CB15 90.97 I CBI 9 18.1 UNIT 603 DZEN WAY 10• D FF-97.77 �,I V(8" IN 012): .37 ` TF: .55 / ' TOW-97.37 1 V05" 0 T):9 97 d INV' FD):92.50 FF FF BSMT-9W&9l .2 'L� INV 5" IN Y3):91.35 I ! w IN 2.26 INV(5" OUT):91.10 I UNIT N 9671 DZEN WAY' 7 I TF:95.24 I� iti I -^F TOW-95FF 45 94 3 G .65 V:91.49\ C - / fr•7' FF 85MT-87.71 M�8 5 ^-� !/�' -J / 3.1' INV 49 ` �j i / � \NV• 7.39 � \ cB11 TF:103.57 y7 •1' 0. a -� INV(15' IN CB12):99.69 SMH2 43 20' S84'01' " INV(15' IN CB70L19� TF:110.47 �y2 / r y el �p�I, W. y "�- 5 E / 18.1 UNIT 601 DZEN WAY 10.1 TF:103.36 T�OD.37 INV:96. !h N � � / /S SN7 R WN 1123 80.00' / TOW-97.39 I INV(8" IN D25):99.99 INV(15" IN ):99.70 -�" Z'i 20• 978 / n F C ��N� 0CI� SULLIVAN FF BSMT 8&70 iv INV(15` OUT):99.83 INV(15` OU99.69 r !� q �N Of A 6' o O� AVE. / N FF GAR-96,92 0 f W 1s.a 24 4 ` G �' s£ ` g6 �2, N01 N/F MESSNER, \ _ �o/9N� JACQUELINE 18.2 1A.o' � � GIGA�I�}, G 8 00 I •ss ! cs/$ � ►.,` FIE o ZEN WAY .../ / 1127 / JOHN RIGHT TO DRAIN IN I 1 $s "E AVENUEN CLAUD,gf A GOS JR & C69 FAVOR OF STATE SMH8 TF:102.73 �o� 53.19 f s.7s IN ce11):s�?�s CONNECTICUT M4 INV: 2 ELEC/CAT /TE V(8""IN D3):99.24 / TF:112,44 3'33"E ' I / E 1 INV.104g82 169.51 / M2 .--- M1 N81'S 3' HILLSDALE ROAD 14.1 }A.2 18,2 FFFF-95SW DZEN WAY 1 14.3J TF:100.68 INV:101.78 1 1 193. --- INV:92.68 5�6. 3' 1"W Jr0' tOtOI TOW=9&38 ' w E --p3 _ 51.0 p % FF FF SSMT-8&63 'm yNVs85 INV-79.27 13.8 4 NO3 6'09" N/ E N �, W ' 18.2 UNIT 203 GRAVEL D IVE w .00 gUFF�----1_7�,15' I.P. 0.13' SOUTH / }$ / „ ST A Y�E R AND 0.27' WEST OF / !� I ' PROPOSED 20' WIDE DRAINAGE EASEMENT""-___ 10 N 1°W-1m'31 10 + Nr I `" ~=5 S• IN FAVOR OF STATE OF CONNECTICUT �2 yy I PROPERTY CORNER / UNIT 502 DZEN WAY FF GAR-100.93 N FF-9a•16 3.6 INV 72.72 FF�-92.62 o EXISTING ONT PORCH IS NONCONFORMING TO �--.(EASEMENT AREA = 4,439 S.F.t) 20.11� I q, •8' 3' FF GARS-93 21 i - \ 78.0' o BUILDING YARD SETBACK LINE BY 0.26'. A I ' 6.6 FF BSMT-84.99 4�1N '74 1 0 w ZONING ARIANCE MUST BE SECURED OR IT I EXISTING STATE OF CONNECTICUT MUST BE CORRECTED TO CONFORM TO ZONING. i INSET A SITE ENTRANCE FROM SULLIVAN AVENUE 3, NV.6�5�- ��IN,7\,' 1 US�2WBERRY LINE ct GRAVE I 6 00� ' C84 I OF MANHOLEM4 0 REMAIN EAST N w J E fi.7' FF-101.� TF:112.33 I I a i �` \ - Tow-101.31 INV(15").107.77 0 LIMIT OF D.R.O.W. I \ \ INV(15" IN C64):105.92 _ I F FF GAR-9Z63 2 1135 SULL. AVE. I ��+.. 18 UNIT 50/ DZEN WAY 10' ' FF GAR-92.82 v INV(B"):107.93 I I -►.,,� INV(8" D1):106.63 C82 _ I FF-9287 N 4, ? EXISTING HOUSE TF:110.49 I TOW-9Z50 0 2.7 I ` TO REMAIN I INV(15" IN&OUT):105.62 ` FF OWT- 75 5 m 1 18.1 1 I �• r_"5.8J' 1A,2 �, 23 TRAN FORM R UNIT 201 j 1 18.} to C68 j O STRAWSERRY LANE N 1 -101.50 `� lA. TT 89.69 1 N TOW-101.31 I I FF BSMT-92.62 �"" 1F:111.75 I 1 \ "-- -"-"""►�-r-�- 1 INV(15" OUT); FF GAR-100.93 10.0 w SMH' INV(B" IN);86.Ti S ~ _-INV 6 OUT): 41 t8• °' w GRAVEL DRI INV(8" OUT):98.65 0 INV:79.98 14.0' - 24.2' I C65 I I 9LOCK +"` + n STAT10 TF:99.28 EXISTING I I INV(15" IN B3):95,72 BARN I q P. INV(6" IN ):96.41 TO BE S _. d o - _ INV(8- IN D ):96,19 ST TE OF CONNECTIC�IT CB1 ,---.7$4�, " = ._ .._-_,,,, _ _ INV( 5' OUT):84.3 INV(15" OU ):95.72 CONVERTED DRAINAGE PIPE TO A T 22 26 _ _ --+-- --. �� `-=,.�_ yV " IN):84.53 C66 INTO IP REMAIN �, TF:110.41 �..,,,� INV(15* IOUT>:105.63 35' --- I ~' BA: S - ,`__�, TF.99.- I �__ COMMUNITY - -- =j AND EAS OF MANHOLE M4. 1 W "i•*� .",�- I ++r..,r_ BAYS -E I I{ --."""*_.. INV(15" IN C85):95. I `�'-"-- `" +N89'46'25"E �� S""-.---"""���..E, 1085.06'CTOT \ \ �(15"`c3ttrr):sS.sB - 0�1 _ � -- N �T1 61.97 `"+'•-^�,,,,,A.L,) �. \ __ _ _ 25 SIDE YARD I i 00 o I \ ."�'�+""._-...,,,,• \ \ _" _� Q BARN FF = `"`--�,, I j N Iz 112.24 w ` 25' SUF-r Nv(15' cBz):ios73- .._ _ & 120.63 ACCESS 8c UTILITIES EASEMENT FROM `�--�-_ TOWN OF SOUTH WINDSOR IN FAVOR X � N/F \ INV(15" IN C85):105.30 - O N THE TOWN OF SOUTH WINDSOR \ INV(15" IN CB4):105.92 OF SULLIVAN TOWN HOMES, L.L.C. o � t- I \ \\ INV(8" D7):106.63 CB2 N�o to TF:110.49EASEMENT AREA = 20,918 S.F. (0.48 AC.) o�o � o R=10 9� �• INV(15" IN&OUT):105.62 _ ntom 0) INS o{u 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 860.291•8755 �g � (�(� �f (( (� PROPERTY SURVEY/RESURVEY PREPARED FOR: SHEET z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN ■ S u RAWBI'IR U IFFE S m INFORMATION. ALL EXISTING UTILITIES SHOULD THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. GRAPHIC SCALE r j BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 8/20/03 ADD BLDG 200 DMG AND CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2. 40 0 20 40 80 &rofesslonals, eS1gn W�o�V� U SULLIVAN TOWN HOMES, LLC 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 6/6/03 ADD BLDG 800 MHA Inc■BY A LICENSED LAND SURVEYOR PRIOR TO TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON, �V1T q���j��� ������2 4/29/03 ADD BLDG 700 MHA III F'FET ) DESIGN.PRD DRAIYIV•MHA CHECKED.• GBS S )j CONSTRUCTION. -- 1288z � Civil Engineers Planners • Surveyors CIS ✓oe No.: 1280 DATE: 11-19-02 �®��� ���®� �®�lE�CI�lC�7� 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 1/24/03 ADD BLDG 600 RLH 1 inch = ft. ■ IMPRESSION SEAL AND ORIGINAL SIGNATURE RICHARD P. MARTEL LIC. No. 1 65 south satellite road • south windsor • Connecticut 06074 DRAWING NO.: 1280 basebee-2000ASBUIL T.dw OF THE PROFESSIONAL ENGINEER/SURVEYOR. N0. DATE DESCRIPTION F3Y �- N/F SOUTH WINDSOR DEVELOPMENT CO. ~ N/F BLANCHARD & ROSSETTO ----.. N8i'03'08"W ENTERPRISES 496.25' I.P. r___ ______ ________________ -- Ns7•ss'2D"w LEGEND 247.74' R=7919 29' L=28.83 0 EXISTING IRON PIN / ______________ _,-�_ __-______ 25 BUFFER ------ 40 SETBACK FROM ROADWAY CENTERLINE / ------------------ =0 51 39" 25' SIDE YARD � NOTES: WW 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. � j r �?/. ` X '"""�..... h ` 2. AREA OF THE PROPERTY- 15.55t Ac. 677,350t Sq. Ft 3. HORIZONTAL DATUM - NAD '83 / / `y /3B, O ; p VERTICAL DATUM NAVD '29 4. PROPERTY IS IN FLOOD ZONE X - AREA DETERMINED TO BE OUTSIDE THE 500 YEAR FLOOD PLAIN AS PER FIRM COMMUNITY �eUN-11804 DZEN WAY PANEL NUMBERS 090036 0002D & 090036 OOOSD REVISED FEB. 23, 2001. W S. PROPERTY IS SUBJECT TO EASEMENTS IN FAVOR OF. / ^40,h 1.05 FF CAR-t 042 CO W A. CONNECTICUT LIGHT AND POWER COMPANY. / ^vy FF SWT 10205 l0 ryo ` B. CONNECTICUT WATER COMPANY C. YANKEE GAS SERVICES. / ^�• AND ARE NOT DEPICTED ON THIS MAP FOR THE PURPOSE OF CLARITY. / �"O ti FUMT 8 ,3 DZEN WAY rN`e /6. FINAL GRADING AROUND THE BUILDING IS NOT COMPLETED. 6W-109,88 r 00,) 7. "NEARING SURFACE` OF PAVEMENT NOT YET INSTALLED. / s 0 FF 7FF .10f•16 3 j GR4p o C320 \ W 8 THE PURPOSE OF THIS MAP IS TO DEPICT THE "AS-BUILT" OF SLOGS 200, 500, 800, 70D, AND 800 AND THAT PURPOSE ONLY. ! TF:110.79 T // VAr �o UNIT h R/ INV(8" IN 017):105.84 9. UTILITY LOCATION BASED IN PART ON INFORMATION SUPPLIED BY THE CONTRACTOR. , p`" �w FF-10&7DZEN WAY 3 ^jt, MH6 N FD):100.62 \ 1 Z / / - oe \ W ; 10. A VARIANCE OF 2 5 WAS GRANTED BY THE SOUTH WINSOR ZBA, VOL 1406 PG 204 OF THE SOUTH WINDSOR (AND RECORDS TOW 10&13 TF:108.3 INV(8" IN 018):106.06 SMH5 ' /! FF 733 O R / INV: 5 TF:114.410' g �� ^ . O , N j UNIT 801 DZEN WAYS \ ; z MAP REFERENCES: / ,-----F lg FF-106.72 A>. 9 A` -< 1. CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP / O' TOW-105.42 jj CB19 \ , 3' TOWN OF SOUTH WINDSOR, EAST WINDSOR HILL - WAPPING ROAD / / y FF GAR-108.7 TF:110.81 W FROM THE HARTFORD SPRINGFIELD ROAD SOUTHEASTERLY ABOUT 12,500 FEET / �' FF B511T 97.72 0, NL \ \ W •. ag INV(15" IN&OUT):99.68 \ W N ROUTE NO. 194, SCALE 1"-40' AUG 1933. NUMBER 132-02 SHEET 3 do 4 OF 4. / A p G SMH4 (P. 2. CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP / % 73 9 y, 8 \ TF:117.44 1 TOWN OF SOUTH WINDSOR, EAST WINDSOR HILL - WAPPING ROAD / / OFCk M16 ^ ; \ D INV:104.97 FROM WAPPING CENTER NORTHERLY ABOUT 7,600 FEET - ROUTE / NO. 194, SCALE 1`-40' AUG 1933, NUMBER 132-03 SHEET 3 OF 3. NV.92.02 �39S' ti0 O / 16 W 3. TOWN OF SOUTH WINDSOR MAP SHOWING LAND ACQUIRED FROM / Rqt! TF:103.88 W 'U HEIRS OF GERTRUDE M. PLAGA ANNINO BY THE STATE OF �� /! \ r INV(15" IN CB19):99.38 CONNECTICUT DEPARTMENT OF TRANSPORTATION - INTERSECTION l� / INV(8" IN D32):99.47 1 W IMPROVEMENTS ON SULLIVAN AVENUE AT THE INTERSECTIONS OF J 1 �� \ INV(15" OUT):99.21 W W E <F. YS ER I GRAHAM ROAD AND AYERS ROAD - DECEMBER 1996 SCALE 1:500(METRIC) m / �- F TOWN N0. 732 PROJECT NO. 132-123 SHEET 1 OF 1. ! N // 7e �. 142, ZeCjCA�/� O9 TF;1 .04 17'9 4. BOUNDARY SURVEY PARCEL A - RESURVEY PREPARED FOR SULLIVAN / N TOWN HOMES, L.L.C. SULLIVAN AVENUE - SOUTH WINDSOR, / / J CONNECTICUT; SHEET 6/17 SCALE 1"-50'; DATE NOV. 16, 2000 �/ O' / F:103. 1 REV. 11-21-01, BY DESIGN PROFESSIONALS, INC. / INV(15" (N & 95.50 D W / G, 1g2, .�.. Q J/ f .� W f� � / W ' UNIT 03 DZEN WAY � o YDs W 6' ti 3 C 16 Q TF:t 15.28 ; / TOw-10291 0 :103.18 IN V.:111.85 W / 8 FF GAR-102.55 NV(15" IN�4):98.67 CB13 W N/F , 9 FF EtsMT-9b2a / C/,+qV / INV(6" IN 2 .99.46 TF:116.51 INV(B" IN D31):99.58 INV.(6" FD BL 11):105,62 SUWVAN TOWN HOMES, I1Q. , ! 6), INV(15" UT):95.62 INV.(6" FD BL 10):105.95 I UNIT 702 DZEN WAY \ �v D INV.(8" IN D21 :113.23 O INV.(15" IN Y6:109.90 1 TO BE DEEDED TO � � y row:;oo.69 ':, YDt I THE TOWN OF SOUTH WINDSOR �� FF GAR-10D,44 TF:112.12 INV.(15" OUT): 05.22 FF BSMT-92.24 3 CRgV / INV(15" IN CB13):104.78 CV / o o r l JO INV(a" IN D28):107.911 15 00 % s FUFN s DZEN WAY 4�' S INV(15" OUT):104.48 SMH3 C612 TF-116.31 1 1F:108.66 INV-104.78 % O FF GW-9&73 w \` / 20 / INV(15" IN YD1):104.04 Lc/ FF MT-90.50 �+ 0 INV(8" IN D26):102.80 / l yr/ 1 1 INV(15" IN YD5):101.50 Q v l 42 .0' , INV(15" OUT):101.43 I 1 e.! 3' OR4 41 1 / GV G / G SMH I D 1 I O :9 .83 YD5 / ' /// f I 5' > o 14. C 14 IN 98 / V(g6 N9 D31).103.78 111 I Z T :95.37 ` f r Nv(15' OUT D26k 101.79 i8.1 UNR 603 DZEN WAY 10.0' 15" IN CB15 90.9 � C61 9 / 00 _ iDtt�-9 + VC8" PI D12): .37 IN .55 / IN FO):92.50 FFF�GART9M /y V(15 17• 21 INV(5" IN Y3):91.35 a/ 1 1 / w 26 INV(5" OUT):91.10 � / £ FUNIT 602 F-96 71 DZEN WAY' 7 Y3 3 1 TF:95.24 }-- F ETC-m 94 3'i 38 G .65V:91.49\ o / 3.7FF MT-a7.71 ' INV 49 cell / / r 0 INV(15'5N C612 99,69 / SMH2 S7 43 0' a ?0' ! INV(15" IN CB101:, r / , V £q SRIy Z �.....� / 1a•1' UNIT 641 DZEN WAY 1 ) N'96.33 J iy r.`z r er � /ENl R O S84.OT'35" / FF 97.70 10• TF:103.36 1RQ'(s-lm-F[rOO.37 Fs / JS Al II)N WN 112,380.00' / TOW-97.39 N ' INV(8" IN D25):99.99 INV(15` IN ):99.70 2p• ele f n F C PU1 SULLIVAN / F�F BSMT�86B70 INV(15" OUT):99.83 INV(15" OU99.69 �- !� �� O� A o O_O C AVE. t 1 _ _ - 0 96' N/FJAC ESNEER, p c c � 8 00 � � �.93• • 9NGOs/ FE Q _ ` x ZEN WAY ! , i t I 1127 N/F GOl •. �'- SULLIVAN i o o AVENUE CLAUDIA A.GOS, JOHN JR. & INv:s4.s4 M '" RIGHT TO DRAIN IN o a " CB9 FAVOR OF STATE / a E SMH8 TF:102.73 �o x, 53.19 IN ce11):s9�sCONNECTICUT INV: 2 ELEC/CA /TE V(8" IN D3):99.24 / MF 112.44 169 51"E ��---- ! / N E 18.8.5 INV, HILLSDALE ROAD rn M2 TF N81 S3'33" 1h.2 a' ' 1$,2 0.UNIT$073 DZEN WAY 1 � 14.3� TF:100.68 (ter TF:1101.7 { w 193.50 INV:92.68 IJL Nv:tal.7a 1 g�51"W ' tofatZ� ! FF OAR•994.78 85.E T 24.3 __ E --flc}- 51.0 _ p / Nw FF OW-86.63 INS INV 79.27 18.2 13.8 N NO3 6'09" �-- _-- N EL /C E __ / L / N UNIT 203 ,00 25 eUF -- 17 -1_S' I.P. 0.13' SOUTH STRAWBERRY LANE GRAVEL D IVE { FER `` _ w 70. t 2S PROPOSED 20 WIDE DRAINAGE EASEME►�T'"--_,. / 1g FF-101 50 , AND 0.27' WEST OF ! IFF CM1.31 \_� $•Y ^� I PROPERTY CORNER UNIT 502 DZEN WAY 'P • FF GAR-t00.93 N W IN FAVOR OF STATE OF CONNECTICUT ���� 'ZT / 10 FF-94.16 3.6 INV,72.72 FF SSMT 9262 0 EXISTING ONT PORCH IS NONCONFORMING TO •'�- - 4E&A EMENT AREA = 4,439 S.F.±) 20.1TOW- �1 3 •8 3 FF R 93,E -� t8.0' o BUILDING YARD SETBACK LINE BY 0.26'. A 6.6 FF BSMT-84.99 P 114 74 '� _ ZONING ARIANCE MUST BE SECURED OR lT 1 ' 1'0 MUST BE CORRECTED TO CONFORM TO ZONING. EXISTING STATE OF CONNECTICUT DRAINAGE PIPE TO REMAIN EAST INSET A SITE ENTRANCE FROM SULLIVAN AVENUE 3.3 , N�-B �'� 7�41' STR 202 N OF MANHOLE M4 STRAWBERRY LANE o GRAVE IV� 6 a0 CB4 l E 6.7' FF-101.50 TF:112.33 ` I „•.�, „• ���., ,. CI t �` N " - TOW-101.31 3• INV(15"):107.77 0 LIMIT OF D.R.O.W. \\ INV(15" IN CB4):105.92 1 F 18 UNIT 5M DZEN WAY / FF GAR-100.93 v 2 INV(B"):107.93 113! SULL• AVE. I -.. INV(8" Dt):106.63 CB2 _ _ I FF-9267 'ON FF E>suT-9262 EXISTING HOUSE '� '+►�` TF:110.49 - _ _ T I9s� O a' 2.7 ` TO REMAIN j �. INV(15" IN&OUT):105.62 1 FF O MT 1M ip :Q I Z 3.5 } t8.t UNIT 201 8 14. 2 TRAN FORM R STRAVSMY LANE n? I 00 \ \ --� __ -----•���7 ....� J "yam 18.1 `;4 'c,' TF 89.69 / oCB8r'o FF-101.50 ` J \ �/-� !_ ! T<J•b$ �_ ( ) N FF GAR110 70.0 .. SMHI ` I /� INV(15" OUT); 11 FF GAR-100.93 `/ ""\ •'��- dJ� INV(B" IN):86.31 FF BSMT�262 '�- TF:111.75 I I tf� IN �• --.J B" OUT): .41 t82' �' GRAVEL DR! INV(8" OUT):98.85 INV:79.98 <'' 14.0' (A 24 2 C85 G INV(6 14.0'o `"`• .�,,� G '� �,� �, "+• ----____ !\ STATE t TF:99.28 EXISTING 1 -_�, I INV(15" IN B3):95.72 BARN 1 -.".r �•►• O P. LID t� I I INV(6" IN F ):96.41 si o o TO BE ST TE OF CONNECTIC�IT I CBt 1 8�7' _ NV 5" OUT):64.3 • `-'4 26"E "'� �._ �__ \ vV( IN):84.53 INV(15" OU ):35.72 CONVERTED NOTE TF:110.41 227 •.�,, r- CB6 INTO INV(15" IOUT):1o5.83 35 --- ._._ - _ _ -"`''---,.__ --- TF:99.33 - DRAINAGE PIPE TO REMAIN �,T BAYSAI�R#T -_ INV(15" IN C85):95. COMMUNITY 1 G •4s'25"E s=2_;� 7p&5 TF•876, `\ \ INV(15"-aU1 ):95.68 0� -- ______ HALL = AND EAS OF MANHOLE M4. I N 06' \ -, _ CID 61.97' '�►�`qL) SIDE YARD 1_ i CO � - a 01 BARN FF = ""---`` j N iz ACCESS & UTILITIES EASEMENT FROM `�-•�.., \ . TF:109?J4- 112.24 1 : _ �\ �5 BuFr_E'R�NV(Is" N C82)::165'73-- & 120.63 TOWN OF SOUTH WINDSOR IN FAVOR N/F INV(15" IN CB5):105.30 Cb THE TOWN OF SOUTH W NDSOR \ INV(15" IN C84):105.92 OF SULLIVAN TOWN HOMES, L.L.C. o�� o , \ \ INV(8" D7):106.63 C82- EASEMENT AREA = 20,918 S.F. (0.48 AC.) °omo � �n$ a�MM, I Rr112•p4 ~'``"- INV��s°"aNk0U7):105.62 - ---_ _ II 11 it u z M�o I L,106 \.� „"„ 345.83' 0Y_j a M t� O _ CT o n x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 860.291 • 8755 n (�M PROPERTY SURVEY/RESURVEY PREPARED FOR: SHEET z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN . 8�4� EU11 L � MO* m INFORMATION. ALL EXISTING UTILITIES SHOULD THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. GRAPHIC SCALE BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 8/20/03 ADD BLDG 200 DMG AND CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2. 40 0 20 40 80 eS1gn Q�o ���' S'ULLI VAN TO WN HOMES, LLC 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 6/6/03 ADD BLDG 800 MHA rofessianals 1n�w �v BY A LICENSED LAND SURVEYOR PRIOR TO TO THE BEST OF MY EDGE AND BELIEF, THIS MAP I5 SUBSTANTIALLY CORRECT AS NOTED HEREON, S LLUVAN AVENUE VEN R q�v CONSTRUCTION. 2 4/29/03 ADD BLDG 700 MH --- --- - ( IN FEET ) � DES/GN.•PRO OR�iWN.•MHA CHECKED: GBS �j f! aV` �J Jw 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 1/24/03 ADD BLDG 600 RLH 12882 1 inch = 40 ft, 0. Civil Engineers Planners Surveyors CIS JOB tvo.: 1280 IDATE.• 11-19-02 ..LL IMPRESSION SEAL AND ORIGINAL SIGNATURE RICHARD P. MARTEL LIC. No. SOUTH 'IND►S®� �:®NNECTECU .' OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY 165 south satellite road south Windsor Connecticut 06074 DRAWING NO.: 1280 basebee-2000ASBU/L T.dw _- �- N/F SOUTH WINDSOR DEVELOPMENT CO.-- - -- N87'03'08"W 496.25' ----- -- '-- --_ I.P. N/F BLANCHARD & ROSSETTO ENTERPRISES LEGEND /,-------------------------------- Ns7.36'2o"W Q -----_--.___--- 247.74' - -- R=1919.29' ® IRON PIN TO BE SET 25' BUFFER L=28.83 • EXISTING IRON PIN / - -� - -_----------------._ T=14.42 C)/ ----- 40' SETBACK FROM ROADWAY CENTERLINE � ------- ---------- -- ------------- =O'51'39" / �25' SIDE YARD 11 / NOTES: 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. 2. AREA OF THE PROPERTY - 15.55f Ac. % t 677,350f Sq. Ft, 3. HORIZONTAL DATUM - NAD '53 VERTICAL DATUM NAVD '29 } 1•(., 4. PROPERTY IS IN FLOOD ZONE X - AREA DETERMINED TO BE OUTSIDE THE 500 YEAR FLOOD PLAIN AS PER FIRM COMMUNITY PANEL NUMBERS 090036 0002D & 090036 0006D REVISED FEB. 23. 2001. 1 5. PROPERTY IS SUBJECT TO EASEMENTS IN FAVOR OF: A. CONNECTICUT LIGHT AND POWER COMPANY. / 1 B. CONNECTICUT WATER COMPANY / 1 C. YANKEE GAS SERVICES. 1 AND ARE NOT DEPICTED ON THIS MAP FOR THE PURPOSE OF CLARITY. 6. FINAL GRADING AROUND THE BUILDING IS NOT COMPLETED. ----- 1 7. "WEARING SURFACE" OF PAVEMENT NOT YET INSTALLED. B20 B. THE PURPOSE OF THIS MAP IS TO DEPICT THE "AS-BUILT" OF UNIT #600 AND THAT PURPOSE ONLY. � / T0 79 � / INV(8" IN D17):105.84 \ 1 9. UTILITY LOCATION BASED IN PART ON INFORMATION SUPPLIED BY THE CONTRACTOR. , SMH6 1 Z / o INV(6" IN FD):100.62 -1 1 10. A VARIANCE OF 2.5' WAS GRANTED BY THE SOUTH WINSOR ZBA, VOL 1406 PG 204 OF THE SOUTH WINDSOR LAND RECORDS. / / T V-.95.93 INV(8" IN D18):106.06 SMH5 t P, - - INV:95.93 TF:114.41 1 N 1W / J INV(15" OUT):100.15 O -c� � N _ ( INV:101.87 \ y i ,N N, MAP REFERENCES: / / 0 1. CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP / / CB19 \ 1 TOWN OF SOUTH WINDSOR, EAST WINDSOR HILL - WAPPING ROAD / TF:110.81 \ 1 FROM THE HARTFORD SPRINGFIELD ROAD SOUTHEASTERLY ABOUT 12,500 FEET / / \ O ROUTE NO. 194, SCALE 1"-40' AUG 1933, NUMBER 132-02 SHEET 3 & 4 OF 4. INV(15" IN&OUT):99.68 \ \ SMH4 2. CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP / \ TF;117.44 1 °� TOWN OF SOUTH WINDSOR, EAST WINDSOR HILL - WAPPING ROAD / INV:104.97 1 W FROM WAPPING CENTER NORTHERLY ABOUT 7,600 FEET - ROUTE / / NO. 194, SCALE 1"-40' AUG 1933. NUMBER 132-03 SHEET 3 OF 3. / FE INV:92.02 / Y4 �6 0� ; 3. TOWN OF SOUTH WINDSOR MAP SHOWING LAND ACQUIRED FROM r / �Q TF:103.88 t HEIRS OF GERTRUDE M. PLAGA ANNINO BY THE STATE OF , INV(15" IN CB19):99.38CONNECTICUT DEPARTMENT OF TRANSPORTATION - INTERSECTION / INV(8" IN D32):99.47 IMPROVEMENTS ON SULLIVAN AVENUE AT THE INTERSECTIONS OF / INV(15" OUT):99.21 \ t GRAHAM ROAD AND AYERS ROAD - DECEMBER 1996 SCALE 1:500(METRIC) / / , 1 TOWN NO. 132 PROJECT NO. 132-123 SHEET 1 OF 1. / / f/ /BAYSAVER#2 4. BOUNDARY SURVEY PARCEL A - RESURVEY PREPARED FOR SULLIVAN / n/ % cV o� /42, FC/pgTV TF:102.04 �9 TOWN HOMES, LLC. SULLIVAN AVENUE - SOUTH WINDSOR, / �l J8 p• �rF� Y t CONNECTICUT, SHEET 6/17 SCALE 1"-50'; DATE NOV. 16, 2000 REV. 11-21-01, BY DESIGN PROFESSIONALS, INC. / / 78, UNIT 703 D217J WAY YD6 t FF-103.19 r INV(15" I Y4):98.67 O TF:115.28, 1 / TOW-102.91 Oti INV(6" D31):9.46 � INV.:111.85 1 / 9 FFGAR-IOZ55 CB173.10 / INV(8" D31):99.58 CB13 t " / y 9 FF SSMT==94.26 / GR / INV(15' OUT):95.62 TF:116.51 1 N/F / / � .p qi! J I 5" IN OUT)•95.50 ' SULLIVAN TOWN HOMES, LLC. / ; e �. R/ INV.(6" FD BL 11):105'.9 TO BE DEEDED TO �UNIT�-101 3t / / D INV.(B" N D21 :1113.235 95 THE TOWN OF SOUTH WINDSOR / / y� •FF- 1-31�WAY y \ � 0 r /� INV.(15" IN Y6 :109.99 I / JS, FF GAR-100.44 TF: INV.(15" OUT): 05.22 �p� Ie cn FF BSMT-92.24 GRgV / TF:112.12 I N /\' / 2' ti 3) p INV(15" IN CB13):104.78� 15 00 I INV(8" IN D24):108.80 INV(8" IN D28):107.91 SMH3 I / INV(15" OUT:104.48 I UNIT .51 DZEN WAY CB12 ( ) TF:116.31 I I TOW-99.15 �� \ ? TF:108.66 I INV.104.78 I FF GAR-9&73 w / INV(15" IN YD1):104.04 �/ I FF BSMT-90.50 v Q� INV S" IN D26 :102.80 / A \ ( ) / I / 1p I� INV(15" IN YD5):101.50 / I / 14 Cb 4?• w .01 \� INV(15" OUT):101.43 / L / GV G w �� l N N / / D , too SMH f G F:9 .83 YD5 / I 0 O / w 2 4,3 IN 2.98 TF:106.99 I Z / b C 19537 INV(8" IN D31):103.78 l I / 14'0 13'8 p0 I V 1 " 1.57 f ` INV(15" OUT D26):101.79 j g(Lgi { C 31 ��Hamm tII1d M .�- : .55 9+ /J 14 Op Ir I / TOM-97.37 'I 15" T):9 7 (� INJ V ." FO):925k1 � I I / N FF GAR-96.91 cD 2 21 O 5" IN Y3):91.35 FF Bsur-BBr/ �D 37 _- IN 2.26 INV( 5' ouT}.91.10 / F E FF-96.71 DZEN WAY 3! G TF95.24 91.49 � UNIT 602 I TOW-96.38 6.38 FF BSMT-8.94 U 1.65 FF BSMT=87.7t 37' 39 S INV- 49 \ 4 TF•�103.57 / 1. / 0 C1t1Tl•�..- / INV(15" IN CB12):99.69 / SMH2 S �43-2 0. O 2p W!D S84.0 35„E 1' CB10 �- INV(15" IN CB1OLSa.-'1- TF:110.47 /� N / r y er E f 5qN Z ..� 18• UNIT 601 DZEN WAY 101 TF:103.36 I :100.37 INV:96.33 15�j�\� / ASENp'TO W� 1123 80•00'/ FF-97.70 e y / S F MfSSyy N/F o TOW-97.39 r I INV(B" IN D25):99.99 INV(15" IN ):99.70 -� .20, �8� C �� c1, SULLIVAN N FF GAR-98.92 I �/� INV(15" OUT):99.83 INV(15" OU 9.� "� 1� EA$� �D� A 6' D O� AVE. FF BSMr-86.7D �? _ _-•- ,, N/F MESSNER, 18.2 13.8W 244 ��v �O G _ 1-1 00 S r0t �igH R 96'12' ^' o' JACQUELINE 14.0' Vic{cP��{ N G 8 00 a.es, FE o E / `v --=i ZEN WAY i'''/ i 1127 1 / INV.84.84 M �- RIGHT TO DRAIN IN ` / " o " SULLIVAN N�F GOIANGOS, - i o w AVENUE CLAUDIA A. JONN JR• & SMH8 0 GBs FAVOR OF STATE TF:102.73 n 53.19 . 5.76 INv " CB11):9PF6 CONNECTICUT s1'53'33"E INV: 2 E ELEC/CA /TE V(8" IN D3):99.24 / j 169.51 14.1' ,4.2 . M2 M1 M1 1 N8,•5~ H I LLSDALE ROAD 7 U UNIT 503 DZEN WAY 1 ' NV�92.68 TF:110.98 y M4 S15� 3'51"W W 1g3,50' total/ 18• FF-95.78 �/ INV:101.7B TF 2.0 / TOW-95.38 35 L I - / FF GAR-94.78 INVs85.38 INV=79.27 G �- NO3'56'09" 51.0 - -_ __ N 5 EL b / � FF BSMT 86.63 J � ___ /C V/ 0.00' 25 BUFFEf� `-17p•15' _ ` AND 0127'SWEST OF / y PROPOSED 20' WIDE DRAINAGE EASEMENT--- , �- S. I PROPERTY CORNER UNIT 302 DZEN WAY 'P W 4 �. IN FAVOR OF STATE OF CONNECTICUT 077•2�VN / FF-94.16 3.6 INV--72.72 I V FF GAR-93.21 J . 4 I y � I / 3 4 --EE6�EMENT AREA = 4,439 S.F.t) 2 FF BSMT-84.99 -1 IN 83.74 , 4� � EXISTING STATE OF CONNECTICUT � SITE ENTRANCE FROM SULLIVAN AVENUE E 3.3 is IN 78.4t 6 DOI y DRAINAGE PIPE TO REMAIN EAST INSET A Nv-82.50 cB4 OF MANHOLE M4 I TF:112.33 4 I -... - " ���, - a I �\ " " / INV(15"):107.77 4 LIMIT OF D.R.O.W. \ INV(15" IN CB4):105.92 _ I F \ \ s INV`(8=06.63 CB2 I 18' FUFNI950�DZEN WAY N TF: 2 EXISTING1135 LH USE 10' I INV(8"):107.93 86.11 TO REMAIN TF:110.49 I FF GAR 9.56 0 INV(15" I -► INV(15" IN&OUT):105.62 - I r' FF BSMT-83,75 (8" ):86 31 I � INV(8" IN):86.31 % �� .." 345 83' ; �� w 14.2' 23.5 INV(8" OUT):86.41 00 \ \ _` ----- ��'� __--'J '"--_ ,�_ 18.1' 1q 3•W / O INV(6' IN):86.19 \ w' TRANSFORMER SMH1 I j PUMP �- TF:111.75 1 1 O """�••+"-".""r'- d)+�y FE �- STAnO CB7 INV(8" OUT):98.85 Q I _ TF:87.61 CBS I -_ INV. INV(15" OUT 84.39 I EXISTING G Opt M _� - __ G ( )• II TF:99.28 o lidif(S�IN :B4.53 1 INV(15" IN B3):95.72 BARN ; _ ••_� ��_ p P. \ �_� I INV(6" IN F ):96.41 B N _ _ _ __ NOTE: ST TE OF CONNECTIC ,JT S7 " �. _ \ INV(8" IN D ):96.19 CONVERTED O BAYS TB1110.41 227 z .E __ �T\7� CB6 INV(15" OU ):95.72 INTO DRAINAGE PIPE TO REMAIN �T INV(15" IOU T):105.83 3Jr '"`"'� �,� -� � � �I ��__ •�_��� TF:99.33 INTO - - `___- INV(15" IN CB5):95. HALL - ] AND EAS OF MANHOLE M4. ' W I G � S80 27'27•, \ D5):95.68 ��89'46'�5"E -•'�"'�-E 085.06' TOTAL \ I\(1\ aUT - Otl_` _ 25' N �} 61.9 - _ SIDE YARD I 1 00 o I \ _�►� \ \ \� -ss3_ _ 0 BARN FF = `"� IZ TF:109F - 112.24 ACCESS 8c UTILITIES EASEMENT FROM 2s EUF RJINV(15" IN CB2):105-3- __ _ & 120.63 TOWN OF SOUTH WINDSOR IN FAVOR _ N/F _ FE INV(15" IN CB5):105.30 OF SULLIVAN TOWN HOMES, L.L.C. o 0 }�^ I THE TOWN OF SOUTH WINDSOR \ \ \ INV(15" IN C64):105.92 OOO N Ir70 O .-O I --- ��2•QC INV(8" D1):10'3 TF110.49 I EASEMENT AREA = 20,918 S.F. (0.48 AC.) Omo - -_••_�O O n M M ['�� gt,• INV(15" IN&OUT):105.62 I lu � 5,><•42 25 S \ \ F INSET Of Z�x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 860.291 • 8755 � M n PROPERTY SURVEY/RESURVEY PREPARED FOR: SHEET Z II II LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN ; ■ STRAWBERRY ��I�D� m INFORMATION. ALL EXISTING UTILITIES SHOULD THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. GRAPHIC SCALE BE FIELD VERIFIED PRIOR TO CONSTRUCTION. AND CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2. 40 0 20 40 80 0 c SULLIVAN TOWN HOMES LLC (000-- 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD esign ■ ■ �� ��� ' BY A LICENSED LAND SURVEYOR PRIOR TO 2 4/29/03 ADD BLDG 700 MHA TO THE BEST OF MY KNO LEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. IN FEET ) rofessionals, inc. DESIGN:FRD DRAWN.-MHA CHECKED: GBS SULLUVAN AVENUE CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 1/24/03 ADD BLDG 600 RLH 12882 1 inch = 40 ft. 0- Civil Engineers • Planners • Surveyors • CIS ✓OB ND.: 1280 DATE.' 11-19-02 SOUTH ��yTt�T1�i t� �T�TTL+ rt1+1r �T�1v IMPRESSION SEAL AND ORIGINAL SIGNATURE RICHARD P. MARTEL LIC. No. SO 1iH tyv�U 1t1�SOR, CONNECTICUT JiC 1L OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY 1 65 south satellite road south Windsor Connecticut 06074 DRAWING NO.: 1280 basebee-2000ASBU/L T.dw N/F SOUTH WINDSOR DEVELOPMENT CO. N87.03'08"W 496.25' ------_._._.._ ` I.P. N/F BLANCHARD & ROSSETTO ENTERPRISES LEGEND 1r_________ _____________________ -""--------- N87.36'20"W Q - ® IRON PIN TO BE SET / ; __________________________ �247.74' / ' --_-_ • EXISTING IRON PIN 25' BUFFER Q ----- 40' SETBACK FROM ROADWAY CENTERLINE __________________________ ____� \j, % 25' SIDE YARD 1 , y I , X NOTES: 1. ALL MONUMENTA'IION FOUND OR SET IS DEPICTED HEREON. / 1 2. AREA OF THE PROPERTY = 15.55t Ac. 677,350t Sq. Ft. 3. HORIZONTAL DATUM - NAD '83 / y VERTICAL DATUM NAVD '24 / y 4. PROPERTY IS IN FLOOD ZONE X - AREA DETERMINED TO BE OUTSIDE THE 500 YEAR FLOOD PLAIN AS PER FIRM COMMUNITY / /'I 1 PANEL NUMBERS 09003E 0002D & 090036 ODOSD REVISED FEB. 23, 2001. 5. PROPERTY IS SUBJECT TO EASEMENTS IN FAVOR OF: / / y= A. CONNECTICUT LIGHT AND POWER COMPANY. B. CONNECTICUT WATER COMPANY C. YANKEE GAS SERVICES. AND ARE NOT DEPICTED ON THIS MAP FOR THE PURPOSE OF CLARITY. � C820 :110.79 y 6. FINAL GRADING AROUND THE BUILDING IS NOT COMPLETED. / / , y ! INV(8" IN D17):105.84 y 7. "WEARING SURFACE" OF PAVEMENT NOT YET INSTALLED. '/ / / SMH6 INV(6" IN FD):100.62 -� y J TF:108.38 INV(B" IN D18):106.06 SMH5 - & THE PURPOSE OF THIS MAP IS TO DEPICT THE "AS-BUILT" OF UNIT#500 AND THAT PURPOSE ONLY. / J INV:95.93 INV(15" OUT):100.15 o TF:114.41 9. UTILITY LOCATION BASED IN PART ON INFORMATION SUPPLIED BY THE CONTRACTOR. INV.-101.87 p 1 P MAP REFERENCES: J / �� y 1. CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP / / CB19 \ , 7 1y TOWN OF SOUTH WINDSOR, EAST WINDSOR HILL - WAPPING ROAD 1 TF:110.81 \ O 1 FROM THE HARTFORD SPRINGFIELD ROAD SOUTHEASTERLY ABOUT 12,500 FEET INV(15" IN&OUT):99.68 \ y N ROUTE NO. 194, SCALE 1"-4V AUG 1933, NUMBER 132-02 SHEET 3 Et 4 OF 4. SM114 2.TOWN CONNECTICUTSOU SOUTH WINDSOR,HAY DEPARTMENT EAST WINDSOR HILL RIGHT OF WAY MAP WAPPING ROAD / ' \\ INV.17.44 04.9 y C g INV:104.97 1 FROM WAPPING CENTER NORTHERLY ABOUT 7,600 FEET- ROUTE J� / �-- y --A N0. 194, SCALE 1"=40' AUG 1933, NUMBER 132-03 SHEET 3 OF 3. / FE NV:92.02 Y4 3. TOWN OF SOUTH WINDSOR MAP SHOWING LAND ACQUIRED FROM J / TF.103.88 11 Q• 1 � HEIRS OF GERTRUDE M. PLAGA ANNINO BY THE STATE OF �� j INV(15" IN C819):99.38 CONNECTICUT DEPARTMENT OF TRANSPORTATION - INTERSECTION 4 / INV(8" IN D32):99.47 IMPROVEMENTS ON SULLIVAN AVENUE AT THE INTERSECTIONS OF J / INV(15" OUT):99.21 I GRAHAM ROAD AND AYERS ROAD - DECEMBER 1996 SCALE 1:500(METRIC) TOWN NO. 132 PROJECT NO. 132-123 SHEET 1 OF 1. / h // / TF 102.04 BAYSAVER#2 lg / I 4. BOUNDARY SURVEY PARCEL A - RESURVEY PREPARED FOR SULLIVAN N /TOWN HOMES, I.A.C. SULLIVAN AVENUE - SOUTH WINDSOR, , J, D ! CONNECTICUT: SHEET 6/17 SCALE 1"-50'; DATE NOV. 16, 2000 / REV. 11-21-01, BY DESIGN PROFESSIONALS, INC. D / CB ' - D ► 1 J TF:1 O YD6 ; INV(03 01 IN & OUT):95.50 n TF:115.28 y / INV.:111.85t / CB18 CB13 ; TF:103.18 TF:116.51 INV(15" IN YY��•• :98.67 INV.(6" FD BL 11):105.82 INV(8" IN 1)999.58 D INV.(8" IND21 ;103.235.95 i INV(15" 0 ):95.62 INV.(15" IN Y6 :109.99 I OJ I YD1 INV.(15" OUT): 05.22 I J TF.112.12 i /� INV(15" IN CB13):1D4.78 N/� �/ �O I / 1/ ,� INV(8" IN D28):107.9INV(8" IN 0 15 °° j I SU V TOW HOME LLC. fii / l / SMH3 ( I LL! AN TO 5, J / INV(15" OUT):104.46 ($� TO BE DEEDED TO / / TF:1C81 J� IN::104. I TF:108.66 J INV:104.78 � THE TOWN OF SOUTH WlNDSOR / i >O O INV(15" IN YD1):104.04 �v J / 0 INV(8" IN D26):102.80 I J I� INV(15" IN YD5):101.50 1 INV(15" OUT):101.43 J w co SMH7 D / 1 I o O J TF:96.83 YD5 ! p 04 J INV:82.98 TF:106.99 I I Z I INV(15 IN 0 026)3.78 / I '! INV(15" OUT 026):101.79 / ' I J CB15 C814 TF.95.55 9 t 4 00 ! I TF:9 .37 1 INV(6" FD):92.5 ! INV(1 " IN CB9):91.57 1 °V INV(15" IN Y3): .35 I / /! INV(1 " IN CB15):90.9 'INV(15" OUT):91. 0 ! INV(8 IN D12):91.37 , I INV(1 OUT):90.97Q fr4L____-� % TF: F / I / JJ TF:95.24 1 / INV:91.49\ I CBl1 CO / ' \ 0 TF:103.57 1 / aITCI^•-__�_�� 1�_ INV(15" IN C912):99.69 / SMH2 S7�+f3�? Q' tplD SS84'Q 35"E J TF:110.47 r ner f S Z r+ % / t TF:103.36 �� INV:96.33 '� /�"`^� ) 7 c s0 1123 00, �1 CB10 INV(15" IN C610�9flr6� / / y �q AJy i 00.37 J s4• J `r EIVT HER 80. INV(8" IN D25:99.99 INV(15" IN ) ):99.70 8, / N F SSIy /F p ! ( ) INV(15" ou 9.6s >� f 0 �: C � o�i SULLIVAN ! \ > / ly INV(15" our):ss.63 ( 1 � r q�AJ r�� i 6• o o AVE. 110 96.� � „ `� N/F MESSNER, �GIGP�I � e � .. 0�"�'�s/� 2 JACQUELINE FE E / r-- �"-'^•---f ZEN WAY � J J SULLIVANCLAUDIAs, JOH� 1 / 1127 N/F INv:84.64 -- J RIGHT TO DRAIN IN ►/ �'2 0�o 'S1"E AVENUE IAA GO JR & ' SMH6 0 C89 , FAVOR OF STATE / o TF:95.76 TF:102.73 �o v.. 53.19 J INV:711,72, Nv cB11):9PF6 CONNECTICUTS81'53'33"E E ELEC/CA /TE (8" IN D3):99.24 i 169.51 ! M2 .-- M1 Ns1.5 3..W L ALE ROAD UNIT 503 DM WAY 1 ` ' INV. .68 00 INVTF:.-101.8 TF 2'10.98 M4 Sad 3'51"W 193.50' total J FF-95.78 .0 TOW-9a38 $'�� I 51.0 - _ _ FF GAR-".78 _�- _ __ 0 FF BSMT--88.83 w G NO3 0.00" _ 25�g'UFF- N 170,�5_ EL /c v I.P. 0.13' SOUTH ' 16 I ' PROPOSED 20'E DE A AND 0.27' WEST OF / 10 UNIT 502 DZEN WAY , 5 ' _-` =5 S•Y IN FAVOR OF STATE OF CONNECTICUTEaT`--__� PROPERTY CORNER --4E4EMENT AREA - 4,439 S.F.f) 2 TOW- i FF AR-793.21 6.6 FF BW-"99 EXISTING STATE OF CONNE011CUT I £ `17 ---5-� "� 6400 DRAINAGE PIPE TO REMAIN EAST ' INSET AlSITE ENTRANCE FROM SULLIVAN AVENUE 33I TF•112.33 } OF MANHOLE M4 ' INV(15"):107.77 LIMIT OF D.R.O.W. i 2 1135 SULL. AVE. I INV(15" IN C64):105.92 I F 1$ UNIT 601 DZEN WAY ( INV(8"):t07.93 ' \ \ "•+..,,= INV(8" D1):106.63 - _ FF-926c 10 o TB 89.69 1 Cr .,� CB2 i FF GAR-21.56 INV(15" OUT):86.11 EXISTING HOUSE ' TF: 0.49 _ i I TO REMAIN i \ ��\ .-([JVXI 5.185OUT):105.62 - i �` FFBSM7 837b 5 tt INV(8" N):86.31 i O \` _ •._j `_'_ y4.2 �, 23 a INV(6" N)T86. 941 T OL J TRANSFORMER PUMP "�'-' SF:1MH1 7 1.75 FE STAT10 C67 INV(8" OUT):98.85 1 INV:79.98 �-'�G TF:87.61 I �.,, •`_ G aoat _�� - '� r",." _-_ _ '�-`1 INV(15" OUT):84.39 ' TF:99.28 EXISTING INV(15" IN B3):95.72 BARN I ' p P. _ \ p �J I INV(6" IN TO BE p - _ BAYSAVER#1 INV(B- IN D ):96.19 CONVERTED NOTE: ST TE OF CONNECTIC�IT C61 _` ~+•.S>g 47' h "�"• ._ - T :87.61 INV(15" Ou ):95.72 DRAINAGE PIPE TO R E MAIN T TF:110.41 2 2= `�' �- "�,,,,�� `"�--__ CB6 INTO INV(15" IOUT).105.83 35' "''••- TF:99.33 COMMUNITY C- INV(15" IN C65):95. "'"� G S8o277 _ ; "_ D5):95.68 ---- HALL --) AND SAS OF MANHOLE M4. ; W N82_}6-25"E �'� •..27`E po85.06' I�N`v(15 bUT. _ ,5 0� �-�- I 00 N - _ _ 25' SIDE yARO c6 o �r \ �...,.• ^. \ \� _ Q BARN FF = _- j c��Z W '"" 25� BUER�INV(15"0"IN CB2):105.73•- & 120.63 ACCESS & UTILITIES EASEMENT FROM '"`'" 112.24 - TOWN OF SOUTH WINDSOR IN FAVOR r ;, N/F \ INV(15" IN CB5):105.30 OF SULLIVAN TOWN HOMES, L.L.C. g r _ , THE TOWN OF SOUTH wINDSOR \ INV(15" IN C64):105.92 EASEMENT AREA = 20,918 S.F. (0.48 AC.) pogo r �04�o -112°° \ -...,,. IN' (`'�-0-.3 _ CB2 O O^Pry 9A TF 10.49 _ II II it z d M o , k-106g4 \ �� -.(1JV �J.tgrUT):105.62 Ix I- M Lo M ,-57. ,25„ o \-_ -- EE INSET o u x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS THE ITEMS SO NOTED ON THIS PLAN HAVE BEEN VERIFIED IN THE FIELD AS TO LOCATION, ELEVATION, AND 860.291 •8755 � (�(���/f (�� � PROPERTY SURVEY/RESURVEY PREPARED FOR: SHEET z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE COMPLETENESS. THE FOLLOWING ITEMS ARE THE ONLY DEVIATIONS FROM THE ORIGINAL PLANS APPROVED ; SCMAWBEUl1MlI U IF S n BY THE PLANNING & ZONING COMMISSION AND STAFF APPROVED CHANGE ORDERS. INFORMATION. ALL EXISTING UTILITIES SHOULD GRAPHIC SCALE BE FIELD VERIFIED PRIOR TO CONSTRUCTION, es�gn n (1[�j �r SULLIVAN TOWN HOMES LLC m THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 40 0 20 ao aD (� G l � IJ OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS rofessionals '��� BY A LICENSED LAND SURVEYOR PRIOR TO SURVEY CONFORMS TO;HORIZONTAL ACCURACY CLASS A-2. CONSTRUCTION. TO THE BEST OF_My`KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. t IN FEET ) , DES/GN.PRD DRAWN.•MHA CHECKED. GBS SULLRVAN AVIENUI4 c - 12882 1 inch = 40 ft. JOB NO.: 1280 DATE'c 11-19-02 1 3. THIS PLAN IS INVALID UNLESS IT BEARS THE Civil Engineers Planners Surveyors CIS IMPRESSIONPROFESSIONALALAND ORIGINAL SIGNATUREENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY y____... J SOUTH ����`�®� ��� ������ OF THE RICHARD P. MARTEL LIC. No. 165 south satellite road • south windsor • connecticut 06074 DRAWING NO.: bbs 1280 1280SP 1280A3.dw N/F SOUTH WINDSOR DEVELOPMENT CO. --'-` N8 349 08 W-- -- _ N/F BLANCHARD & ROSSETTO ENTERPRISES 0-4 LEGEND ------ ----------------------- ---- N87.36'2o"w _----`- _ =0.51'39" O 0 EXISTING IRON PIN / i ;., ------' 25 BUFFER T=14.42 / 104,O�C_ co ----___-__ __ 40' SETBACK FROM ROADWAY CENTERLINE i `� - ""-- ` - 25' SIDE YARD I, d } 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. / / \ / ./R3', �O6 2 AREA OF THE PROPERTY = 15.55E Ac. 677,350t sq. ft. 3. HORIZONTAL DATUM - NAD '83 / I� `yam / O� '♦0 1 VERTICAL DATUM NAVD '29 j / ! / 3B' 0 108.8 \ b 4. PROPERTY IS IN FLOOD ZONE X - AREA DETERMINED TO BE OUTSIDE THE 500 YEAR FLOOD PLAIN AS PER FIRM COMMUNITY /gip, UNIT 804 DZEN WAY ?R3 \ PANEL NUMBERS 090036 0002D & 090036 0006D REVISED FEB. 23, 2001. / FF-111.05 103 ` { 5. PROPERTY IS SUBJECT TO EASEMENTS IN FAVOR OF: / / TOW AR-115 1 BA.. CONNECTICUT LIGHTWATE AND POWER COMPANY. / - Cp\ I ^ /p 0� X110,1 II X96,6 � �°o• h• FF GAR-1to.42 . o .."11 h' FF BSMT=102.05 ANY C. YANKEE GAS SERVICES, / / 96,` ^♦ G>, ^ p• ` I AND ARE NOT DEPICTED ON THIS MAP FOR THE PURPOSE OF CLARITY, 6. FINAL GRADING AROUND THE BUILDING IS NOT COMPLETED. j X915,5 ♦\ 9° (3 A) U�t�aDZFN WAY �NL+ o 7. "WEARING SURFACE" OF PAVEMENT NOT YET INSTALLED. / I I 6), 61109.88 ./ S ��l 9G 8 THE PURPOSE OF THIS MAP IS TO DEPICT THE PROGRSS "AS-BUILT" Of BLDG S 200, 500, 600, 700. AND 800 // / 'w -94\ ' I ^y FF 8SM7 101,18 �� CRgV\ O� X1 9.7 CB20 WITH UTILITY AND GRADING AND THAT PURPOSE ONLY. / / 3) 0 o \ 9. UTILITY LOCATION BASED IN PART ON INFORMATION SUPPLIED BY THE CONTRACTOR. j X913 19,> / O� UNIT 802 DZpI WAY ^n� INV(8" IN D17):105.84 10. A VARIANCE OF 2.5' WAS GRANTED BY THE SOUTH WINSOR ZBA, VOL 1406 PG 204 OF THE SOUTH WINDSOR LAND RECORDS. / / -Z FF-108.47 3 N S \ I Z / t / TOW+1 " N FD):100.62 J t / 78 p FF GAR-107.73 BO T�\ IN 1 8 a INV(8" IN D18):106.06 SMH54.41 ` N .t: - - / ti / y. SMT-99.47 ^ C _ INV(15" OUT):100.15 O n 11 3) R S S O INV:101.87 1 P 1N NVV`90.8$ 961 UNIT 801 DZEN WAY ��/iY 0 ` ♦ \ QO N ^ \ y1 {I N: 1..ACONNECTICUTT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP R.L. 1 {NCES: /.0' TT00 Y 1DB 42 R> e33 / jOcQ♦ CB19 \ \ A" TOWN OF SOUTH WINDSOR, EAST WINDSOR HILL - WAPPING ROAD INV:b0.81 I { "> FF GAR-106.18 a,/ / ♦ .Q TF;110.81 \ 1 7S_)7 / 1 FF BSMT=97.72 FROM THE HARTFORD SPRINGFlELD ROAD SOUTHEASTERLY ABOUT 12,500 FEET � t '� ^°j• /'+ O { / t 1 1 9 106, 1 INV(15" IN&OUT):99.68 \ ROUTE N0. 194, SCALE 1"=40' AUG 1933, NUMBER 132-02 SHEET 3 dt 4 OF 4. / t { A o/ I s g - �� \ SMH4 1 N 2 CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP / / 1 t 971 �8 99 1 - \ TF:117.44 \ TOWN OF SOUTH WINDSOR, EAST WINDSOR HILL - WAPPING ROAD / R L1 I F C� y ^ , ; \ INV:104.97 tS! q FROM WAPPING CENTER NORTHERLY ABOUT 7,600 FEET - ROUTE /� INV: 2. I ? j D NO. 194, SCALE 1"-,W AUG 1933, NUMBER 132-03 SHEET 3 OF 3. / FE �, / 3. TOWN OF SOUTH WINDSOR MAP SHOWING LAND ACQUIRED FROM % / INV:92.0 t �Qj�`^ ` CRq` ♦ �Q� TF:103.88 16 1 1 HEIRS OF GERTRUDE M. PLAGA ANNINO BY THE STATE OF �� 147t 1 \\ /� �\ INV(15' IN CB19):99.38 II CONNEC71CUT DEPARTMENT OF TRANSPORTATION - INTERSECTION J / Q i INV:92.94 ♦ �� INV(8" IN D32):99.47 IMPROVEMENTS ON SULLIVAN AVENUE AT THE INTERSECTIONS OF m / , X93,1 I 96, 9p1 �O\ \ INV(15" OUT);99.21 1 GRAHAM ROAD AND AYERS ROAD - DECEMBER 1996 SCALE 1:500(METRIC) / / /3,6 / 1 f(F e FCC�� `YS / EX. CONC. 1 TOWN NO. 132 PROJECT NO. 132-123 SHEET 1 OF 1. / N �� g?• O/O 2 1 9 EX. COYP. \ 4. BOUNDARY SURVEY PARCEL A - RESURVEY PREPARED FOR SULLIVAN �/ , / X91,7 J8 w TV/ 9 17 �� ) 1 TOWN HOMES, L.L.C. SULLIVAN AVENUE - SOUTH WINDSOR, / (�/ / / I 0" 0 ! 9, �/ :103. - CONNECTICUT, SHEET 6/17 SCALE 1"-50; DATE NOV. 16, 2000 / / 1 9• INV(15" & 95.50 l \ REV. 11-21-01, BY DESIGN PROFESSIONALS, INC. i c)2, 78, UNIT 703 DZEN WAY /02 3 �pf 95'�15"PE YD6 D 1\ 1 X91.1 \ FF-103.19 C 18 / Q TF:115.28 1 TOW-10291 o F:103.18 / ' ^ FF GAR-102.55 <b i - " INV.:111.85 / ` 9g FF BSMT-94.26 NV(6- IN 4):98.67 9d N15 F CB13 �{ N/F / / ` t .c 7 RqV INV(6" IN D).99.46 TF:116.51 SULLIVAN TOWN HOMES, LLC. / \ `/Rj INV(8" IN D31):99.58 INV.(6" FD BL 11):105.82 TO BE DEEDED TO / 6,>' J ♦ INV(15" IDUT):95.62 INV.(6" FD BL 10):105.95 THE TOWN OF SOUTH WINDSOR ; , v UNIT 702 DZEN WAY \ �• / I ! ! •� FF-1D1.31 10 Q°,3 D INV.(8" IN D21 :113.23 o� / ♦ TOW-100.89 INV.(15" IN Y6 :109.99 I i� ! ♦ X89,2 90,0 3s, FF GAR-100.44 w �F tD1 1� 78 FF BSMT 92.24 GR \ / n rQF TF:112.12 `` INV.(15" OUT): 05.22 I Q) / \ 3> ` A� v r\5 INV(15" IN CB13):104.781 15 00 I 'A INV(8" IN D24):108,80 I / ♦ / °� S S INV(8" IN D28):107.91 I I UNIT 701 DZEN WAY 4). INV(15" OUT:104.48 TF:H16.31 I I F.D. \ 8 ' TOW-99.15 ! / \ TB1108.6I ( ) I INV.104.78 I INV:85.11 O \J ?� O INV(15 IN YD1 104.04 I/ ♦ { FF GAR-98.73 0 ( ): _ / I R.L. ` t �„ FF BSMT-90.30 ,/ INV(8" IN D26):102,80 t INV.85.05 ♦\\ �8&4 \ � 1¢ jo G�21 // ^4. INV(15" IN YD5):101.50 m ? 0 \ i EX. CONC. vi NV(15" OUT):101.43 I o� -98- - \ WALK(TYP 18. 4. _ I FE j INV:83.22 t I I I cO / pR/ ♦ v UNIT 303 o GRAVEL j / rn BAY 1 Iz STRAWBERRY LANE /8v.5 1 R 96.7 \ 1 N FF-108.78 N DRIVE l / I W Oc TOW-108.41 10.0' I = ,4> �� 95, c \ FF GAR-t07.88 q I N N 1 a TF � 18.t' FF BSMT-99.58 / { 9 67 I F:9 283 1 1.0' YD5 I I N 4.3N C 1 � � TF:106.99 o tt 14.0 13.8 : 10178 9 7 CB46 g SS7RUNITIAIA RRY LANE 0 p�� 11�15 OUT D26k 0179 t 1' UNIT o03 DZEN WAY O' I V 15 1.571 I 'TF9(�r"�SFD 92.5 " � 3 g/ 10. 15" 15 0.9 INV 6 FF=10&34 FF-9Z77 p I V(8" I 1 ): .3'/ INV(15" I Y3):91.3 FF BSMT-915 �I z / �' / o = AGAR.•6 91 ' I V(1 Fig 9 1 I 15�00 V./ FIF 96 / I ♦ t FF BSMT-M77 IN 2.26 ` 18.1 Ld 2.8' / ♦ UNIT 301 M I 1.O S-1 " D STRAWBERRY LANE 0; ` I ♦♦ E 1 " N TOW-0.505.47 I `/ .93 / FF GAR-104.62 UNIT 671 DZEN WAY 3 7 G TF:95.24 FF BSMT=96.69 10.0 I / F.D. FF-98.71 / INV:84.49 TOW-96.38 18.2' _ / ♦ FF GAR-96.94 6.38 6}NV:91.49 / R.L. \fi.7' FF BSMT-87.71 `� 0 13.9' c GRAVEL / 0 1g'�52•ly INV:84.38 t 3•� INV 49 (14.3' R N DRIVE CB11 , kt85,8 ! t �� w \ TF:103.57 - / 7.39 \ \ M 24.2' INV(15" IN CB12):99.69 y / 0 IS-'•-_-0�--- ,/ INV(15" IN CB10):99.69 / SMH2 S7 0. 0 20, 1' w ---- �..�2 p WID S84'01'35" INV(6" IN FD):100�.3� TF:110.47 N / r y ner E E SqN z ` UNIT 601 DZEN WAY 1O 1 CB10 9.70 INV: r N 7�. fNt £R o / t FF=97.70 t 2 TF:103.36 INV(15" * / (S MEg TO /y W0 1123 80.00' / TOW=97.39 N 09' INV(8" IN D25):99.99 0'-'5"P ( ) 99.69 _ Fq 20'y'D 8 W l ^ F C SNERi Pocl, SULLIVAN FF GAR-90.92FF BSMT=8&70 bo ' �I /SAS INV(15" OUT):99.63 _ �� �,JrO qy ; 6 o ON� AVE. JACQUELINE 2.4.A' , NG 1 E N/F MESSNER � aP��} - � t \d/\ G G - _ � - 2! / OO ts8 �S/ 96. 2 Iv rn / I b 1� _�I N � o0 {{ NV 5.00`�\RE b \ �32 N DZEN AY RIGHT TO DRAIN IN // t 1127 \Ilav:84.8 M / �9 �_ ` SULLIVAN N/F GOIANGOS INSET A _ _ SITE ENTRANCE FROM_ SULLIVAN AVENUE t , 2.�- FAVOR OF STATE ; o o .o . ,"E AVENUE CLAUDIA A. ' J�"N JR. & I Q / D INV(15" IN 11):98.96 OF CONNECTI�UT / \ +� i ci ��o N 189' TF�95.76 INV UT 9 8 TR NSFORMER/� I / OINV(15" IN G64):105. 2 1 is 7 INV(8" IN D ):99.24 O °'INv 8' D1 1 s s3 I X85,6 / / 24"pE TNSMH 7�� , M4 53'33"E (( ) �jO q CB2 _ I t /� i A INV: 2 E -� ELEC/CA /TE ) EL�C/CATV/ L TF:11 .04 LP t , """+. Q. TF:110.49 __ I r i , �_- INV:1 i4.82 169.51 INV(15" IN&OUT):105.62 _ I t w_ No ALP 138�24"PE M1 �60 ti P 220'^24"P ld5,51 _ 345.83' --- _ _ ,�X86 141•c; 1A.2 i M2 31 M1 " Ng �5 3' HILLSDALE ROAD o \�' ` X84,6 °' A J 10 TF:110. S i. O \ �� UNIT 503 DZEN WAY 1O 4, ! TF:100.68 I `7 X11, W 193. _ / ^ 14.3_ DRY INV:92.68 �13.8 INV. Q1.78 S8§ 3'J1�W S0 tOt01 _� '� { TOW-95.38 / J >�(- V WELL M. / 04 ui b 15.7' co 24.2' trr� t tP FF BSMT-86.83 - _ __ _ UNIT ►�_ + 0 w 18.2 STRAWBERRY ANC. rBUFF - -_15' /C I.P. 0.13' SOUTH �\L a, it1Y 85.38 INV-79.27 13.8 24.3 / 18.7' ry NO3 '09" CATV TEL PAD _ N EL y/ L UNIT 203 I STRAWBERRY LANE BIT. DRIVE / CONC. BOLLARD 7HRU5T "'�� ♦ ♦ GRAVEL D IVE O a' BLQ(x ♦ ` ro STRAWBERRY LANE O N FF-114.59 iv 17.5 ( ) E{� G M .` 113' �, FF-101.50 TOW-1t4.3o AND 0.27' WEST OF -•. \ N MW-101.31 10.0 FF GAR-113.86 5. ' 25 PROPOSED 20 WIDE DRAINAGE EASEMENT"---__ �... N - -, ♦ . 10 UNIT 502 DZEN WAY 5 FF GAR-100.93 NI { p' IN FAVOR OF STATE OF CONNECTICUT S.� I PROPERTY CORNER i { FF-94.16 3.6 FF BSMT-92.62 0 11z,98 X I 0'17 2W 89'S kIa X P. INv�72.72101.88 ,s.s' -- _ ..�� �` � ` O X -25'g*t. � � t X83,0 8�,, � 6.8• 3 Tpyy 93.74 � 18.0' � 1 A5 � S •-{E,A�EMENT AREA = 4,439 S.F.t) 20. I ~-� S7 _ 0 3' FF GAR-93.21 0 �\ 11'' C 31 �► 8 47 , '� R.L. 1 �' 6.6' FF BSMT-84.99 PIN :83 4 - - " 1 , o; _ I TF:110.41 �2�� N INV; 4.T 2.3 -92- 1.0 - t , �13.,' IX112,80 /4�� EXISTING STATE OF CONNECTICUT I INV(15" IOUT):105.83227 3S' "� `- E , t �� �IN�78.41' UNIT 202 ^' t ' 1 ,TF^111.72 EX. CONC. DRAINAGE PIPE TO REMAIN EAST F.D. p GRAVEL DRIVE 6 00 qu t -.. I \ g,3 I STRAWBERRY uNE , .01 p 1wALK(TYP.LA. OF MANHOLE M4 INV:81.0� _ N. 1 N Y E 6.7' FF-101.50 3 { { a,• 18.0' in t yy TOW-101.31 _ �V8�46'25"E 8z,5X FF CAR-100.93 2 o ` uNlr 102 °' �12 C84 UNIT OF D.R.o.W. 1135 SULL AVE. 18 UNR 501 DZEN WAY 10' FF BSMT-9282 LP N STRAWBERRY LANE 5.9 33 -�� \ 8311 X -9267 �. \ 2' FF.-11357 j TF:11 "):1 EXISTING HOUSE 61.97 TOW-9250 0 4 2. w d TOW-113.06 7.4' INV(,5"):107.77 FF GAR-91.58 �, - t _� FF GAR-t1286 I,INV(8"):107.93 ( TO REMAIN P FF BSMT-83.75 18.1 { 9.2'FF BSMT-104.69 0� / STRAWBERRY LANE r1a t /t. 04 -ACCESS 8c UTILITIES EASEMENT FROM ---_ 1a�' a ,q.2 w `B$ °•8 T62 Q ORM R N UNIT 10 2 DRI,��2+ ♦� �! W q,3 / co FF-101.50 S Ht TOWN OF SOUTH WINDSOR IN FAVOR , x -L- T�:89• N TOW-,D,.3, I 1 „122' t6'S r"111 5 / 4, INV�1�" OUT):8 .11 FF GAR-100.93 10.0 !- , 1 2.27 YD OF SULLIVAN TOWN HOMES L.L.C. ° ` 3 IN (B" OUT):98.85 I N I FE B6 1 FF BSMT 9282 -D4- ! \ TF:110.88 O�p C'4 I INV-79.98/ _15"P --I 8" IN):8%. 1 t 18.2' rn i ,6.5' p 2- O - / W i4. W GRAVEL DRI / .1' UNIT 101 I O O C. N M O O r I / INV(6 �+ C 5 I STRAWBERRY LANE I EASEMENT AREA = 20,918 S.F. (0.48 AC.) O�;o � �o / 14.0'o z4.2' FF-t,2ER 6.0: 1� W_ T :9 .2 ONC. FIA O - / Q ^ STATIT3 o TOW-111.98 Z 84,8X I V(15" CB3):$5.7 ao FF GAR-111.68 17.6' in EXISTING II II II II �f I� O -i--- �� , iC� w_ o Po In 1") rn / --_ ��\ / C`s ' / a IrIV( I D):96.It1 N FF BSMT 103.34 z co TBARN O BE J Q 81,9 X♦ - _ _ / TF: 9-� �-� DR I V( "I �4):96.t19 18.7' n __-�__ `� 3.6"c 157' °� N CONVERTED NO ST TE OF CONNECTIC�IT -...,-„ \ INV(15" OUT:84. 5 PE WELL I V(15 T):95.74 N I. DRIVE � • X -' 1 _ NV(15" IN 21'_ 5' 24.3' '�...._ t G _ <� INV( N .54.53 TF: LP INTO DRAINAGE PIPE TO REMAIN �tT TF:99.33 pc t ♦ Yp Q,�J7 6AYSAV•ER F "I COMMUNITY S INV(15" IN CB5):95. "�" �- TF: .\D HALL - - - AND EAS OF MANHOLE M4. ; W _�7"-E 1085.06'(TC�TA \~V 15 IN D5):95.68 0 o t 21 /sp I O N `""',.,►..�,� L) X89,3 \ \ N 25'' p `Y \ jQ I N r- cd EXISTING FRONT PORCH IS NONCONFORMING TO ..- \ \ ?� `I� ��'�CB3 \1109,74X BARN FF - '� I N Z BUILDING YARD SETBACK LINE BY 0.26'. A I { TF..}��_ I I ZONING VARIANCE MUST BE SECURED OR IT { 112.24 MUST BE CORRECTED TO CONFORM TO ZONING. - I 25't FF � NV(15" IN1 CBS):1 3_ _ & 120.63 �-•� X101 c�2 -� ER �,INV(15" IN\CBS):105. 0 6, _- I I N/F I ' O OINV(15" IN G84):105. 2 I 11 9/13/04 ADD BLDG 300 DMG \ rn 1 10 4/28/04 ADD FOOTING DRAIN GBS THE TOWN OF SOUTH WINDSOR 00 \ \ \ , # INV �'0 0 TF 110.49 --- j 9 4/27/04 ADD BLDG 100 MHA R--106.g4 LP \ X INV(15" IN&OUT):105.62 - 1.= 94• " \ 1015,51 34S.83' I 8 12/24/03 MADE CHANGES PER TOWN COMMENTS DMG 5�' < ` THE FALLOWING STATEMENT MUST BE ON THE PLANS: "THE ITEMS SO NOTED ON THIS PLAN HAVE BEEN VERIFIED IN �� 42"L5 ` p \`'� - � 7 12/3/03 ADDED TOPO DMG THE FIELD AS TO LOCATION, ELEVATION, AND COMPLETENESS. THE FOLLOWING LISTED ITEMS ARE THE ONLY p=54 \ O \ - �w /NSET , -•"-� � DEVIATIONS FROM THE ORIGINAL PLANS APPROVED BY THE PLANNING AND ZONING COMMISSION AND STAFF 6 10/20/03 ADDED FINAL TOPO DMG APPROAVED CHANGE ORDERS: o II a 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 860.291 • 8755 PROPERTY SURVEY RESURVEY PREPARED FOR: Z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN ( � n� �M ��� n� SHEET m 5 8/25/03 ADDED DRYWELLS, LIGHT POLES, AND A GAS VALUE DMG GRAPHIC SCALE ■ u u u//'►1 u ISI.! SULLIVANFORMATION. ALL EXISTING UTILITIES SHOULD THE STATE OF CONNECTICIZO AS ENDORSED BY THE A-2 AND VERTICAL ASSOCIATION OF LAND SURVEYORS, INC. rV TOWN HOMES LLC BE FIELD VERIFIED P. '0R TO CONSTRUCTION. 4 8/20/03 ADD BLDG 200 DMG AND CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2. .1p p 20 40 80 &rof eS19nO��IZ�� /A1[C�e g�n (1RI 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 6/6/03 ADD BLDG 800 MHA ■ ■ 1!!-�LL1I��]I IBC (i SULuJLA�BY A LICENSED LAND SURVEYOR PRIOR TO 2 4/29/03 ADD BLDG 700 MHA TO THE BEST OF MY KNOWL GE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. essionals inc. �Tf Y1T 1T 1TRY A� �Y AVENUE yE CONSTRUCTION. ( IN FEET � . � -DESIGN:PRD DRAWN.•MHA CHECKED: GBS l!J 1le1Le11 `V d11A� d il �Y JS'e l4J I THIS PLAN IS INVALID UNLESS IT BEARS THE 1 1/24/03 ADD BLDG 600 RLH 12882 1 inch = 40 ft. Civil Engineers • Planners • Surveyors CIS ✓OB NO.: 1280 DATE.• 11-19-02 IMPRESSION SEAL AND ORIGINAL SIGNATURE RICHARD P. ARTEL LIC. No. g• y so !l �'����®11A ®ATAT���+1T�Ti T►ily .�IL OF THE PROFESSIONAL ENGINEER/SURVEYOR. N0. DATE DESCRIPTION BY 165 south satellite road • south windsor • connecticut 06074 DRAW/NG NO.: 1280 basebee-2000ASBUIL T.dw u�9 1vi�7 LL ltiJ !l -. _N/F SOUTH WiNDSOR DEVELOPMENT Co.` -- N87'03'08"W_ N/F BLANCHARD & ROSSETTO ENTERPRISES LEGEND N87'36'20"W247 1 R=1919.29' 25' BUFFER L=28.83 _ _ - t=14.42 ----------_--.---- =0.51'39" ® EXISTING IRON PIN / _____-�_-`- -----______ W ----- 40' SETBACK FROM ROADWAY CENTERLINE � � � -'-"_--'- '----------------- ___ / 25' SIDE YARD � jo , NOTES: / { T 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. / j :,!?3; j , •j �• 2. AREA OF THE PROPERTY - 15.55t Aa p 677,350f Sq. Ft 3. HORIZONTAL DATUM - NAD '83 / �3 VERTICAL DATUM NAVD '29 / / e' , 4. PROPERTY IS IN FLOOD ZONE X - AREA DETERMINED TO,BE OUTSIDE THE 500 YEAR FLOOD PLAIN AS PER FIRM COMMUNITY / /8p, UNIT 804 DZEN WAY ?g3 � `•J "` T PANEL NUMBERS 09DO36 0002D do 090036 OOQ6D REVISED FEB. 23, 2001. , FF-111.05 { 5. PROPERTY IS SUBJECT TO EASEMENTS IN FAVOR OF: 1 / %�Op.h TFF GAR i o.42 { A. CONNECTICUT LIGHT AND POWER COMPANY. / ,y FF BWT-102.05 B. CONNECTICUT WATER COMPANY ! 6), O• C, YANKEE GAS SERVICES. / / qy { ` AND ARE NOT DEPICTED ON THIS MAP FOR THE PURPOSE OF CLARITY. / / p�o�a FF 110 g DZRJ WAY 6. FINAL GRADING AROUND THE BUILDING IS NOT COMPLETED. 7DW-109,88 gS�OO G FP CAR-I09,45 7. "WEARING SURFACE' OF PAVEMENT NOT YET INSTALLED. / h FF T-101.18 ."� cR \ �� CB20 8. THE PURPOSE OF THIS MAP IS TO DEPICT THE 'AS-BUILT' OF BLDG JS 500, 600, 700 AND 800 AND THAT PURPOSE ONLY. / 3) ORj TF:110.79 / G� INV(8" IN D17):t05.84 { 9. UTILITY LOCATION BASED IN PART ON INFORMATION SUPPLIED BY THE CONTRACTOR. j / q� ^y• FFFF'10&47DTEN WAY 3 ^,,y MH6 " N FD):100.62 / TOW-10&13 �g \ TF:108.3 INV(8" IN D18):106.06 SMH5 { t y; - -- 10. AVARIANCE OF 2 5 WAS GRANTED BY THE SOUTH YANSOR ZBA, VOL 1406 PG 204 OF THE SOUTH WINDSOR LAND RECORDS , 18 FF GAR+107.73 INV: TF:114.41 { P W t / y w 99.47 3 CR S INV:101.87 O R FF 85MT �`V R INV(15' OUT):10D.15 p n {J W O // ry UNIT 801 DZEN WAY iN \ / -A {{ MAP REFERENCES: , ,�-F FF 106.72 1. CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP / 80 TOW-108.42 Se33 CB19 \ , 1 TOWN OF SOUTH WINDSOR, EAST WINDSOR HILL - WAPPING ROAD / ^� FF GAR-108.18 / TF:110.81 \ Q { FROM THE HARTFORD SPRINGFIELD ROAD SOUTHEASTERLY ABOUT 12,500 FEET / 1�^ FF BW 97'72 0, �1'y.9 \ INV(15" IN&OUT):99.68 \ 1 N ROUTE NO. 194, SCALE 1*-10, AUG 1933, NUMBER 132-02 SHEET 3 & 4 OF 4. / A p s g �� \ SMH4 t3; 2. CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP / // / 13e 99, \ TF.117.44 TOWN OF SOUTH WINDSOR, EAST WINDSOR HILL - WAPPING ROAD / OFC o i \ NV:104.97 \ { WG , 2 FROM WAPPING CENTER NORTHERLY ABOUT 7,600 FEET - ROUTE / k N0. 194, SCALE 1"-40' AUG 1933, NUMBER 132-03 SHEET 3 OF 3. , FE NV,92.02 ?3gS' do C / �6 0 1 3. TOWN OF SOUTH WINDSOR MAP SHOWING LAND ACQUIRED FROM / �Q \ q� TF:103.88 { / R HEIRS OF GERTRUDE M. PLAGA ANNINO BY THE STATE OF �/ , j INV(15" IN CB19):99.38 { CONNEC71CUT DEPARTMENT OF TRANSPORTATION - INTERSECTION lL� / / INV(8" IN D32):99.47 , { IMPROVEMENTS ON SULLIVAN AVENUE AT THE INTERSECTIONS OF J / �� \ INV(15" OUT):99.21GRAHAM { TOWN NO..1132 PROJECT NO. 11 2 AND AYERS ROAD 123 SHEEN OF 1 SCALE 1:500(METRIC) / / E�£ FlFc YS ER 1,9 / , 1 Ll v7 , /4, C/C i� TF:1 .04 17 �0 1 4. BOUNDARY SURVEY PARCEL A - RESURVEY PREPARED FOR SULLIVAN N / n/ ° q c CONNECTOWN TICUT L.L.C. SULLIVAN, SHEET 6/17 SCALE 1"-50':DATE NOV. 1TH 6'2000 ' % n' { REV 11-21-01, BY DESIGN PROFESSIONALS, INC. / G, /.�2, .G, Q // �A D i / " / UNIT 703 DZEN WAY 0 p YD6 { 0 C to Q TF:115.28 { / TOW-1002.91 On' `; ' F:103.18 INV.:111.85 / v9g FFF'GAR -104. 5 Q> p / INV(15' IN 4):98.67 CB13 .51 { { N/F / / 7 Rqy / / INY(6" IN ):99.46 INV.(6" FD BL 11):105.82 INV(8" IN T):9 .62 INV.(6" FD BL 10):105.95 1 SUWVAN TOWN HOMES, LLC. � / s,, •� J INV(15" UT):95.62 I TO BE DEEDED TO , FF-101.31 WAY 1.0 \ D INV.(15"IIINDY6:1 9.99 I THE TOWN OF SOUTH WINDSOR / / mw-100.89 �/ YD1 INV,(15" OUT): 05.22 I FF GAR-100,44 w TF:112.12 �� M / 78? FF BSMT-92 24 3 4 GRg I, / INV(15" IN CB13):104.78 1�j 00 I ' O INV(8" IN D24):108.80 I INV(B" IN D28):107.91 ( I 4,) s INV(15" OUT)'104.48 SMH1 1 F__r UNIT 701 DZEN WAY CB12 TF:116.31 I TOW-9915 <o" TF:108.66 /// INV104.78 / FF OAR-9&73 w \_ / 20 0 INV(15" IN YDI):104.04 4u r l FF MT-90.50 ���!!! �f 0 INV(8" IN D26):102.80 1 { I INV(15" IN YD5):101.50.0 / / INV(15" OUT):101.43 ! I / 243• � G,pq � � W / GV G �, N N ' / G SMH 00 D d O / :9 .83 YD5 ( i 2k•3 N C 14 IN 2.98 TNV(8".IN I Z INV(8" IN 031):103.78 / {4.0 13. N I V1 537 : 1.57 INV(15" OUT D26):101.79 18.1 FUNFT F 97600 DZEN WAY 1p 0.77 I V(1" IN IN D7B15 90.94 1 1 9+ 1`00 + 1 TOW-97.37 .2 ! V(15" O T):9 97 0� INV( 'fF3k9L50 i FF�-M91 co 21 N 5' IiN Y3k91.35 i / �IN 2.26 IN 5" OUT):91.10 1 1a•o �, 1., D 1 ,/ FUNrT F 98.72 DZEN WAY�' I Y3 ( / TF:95.24 1'OW-9&38 3 38 G INV:91.49\ �� FF MT4a771 u 65 / M 18 +^- ' 3.1 IN 49 ISr- I - V- 7.39 \ CB11 / i 0 / 3 � {N TF:103.57 f, CB10 INV(15" IN CBtO15" IN ) 99cb�S/69 SMH2 43 / 0' y 2p +' Z 1 \---- INV( TF:11o.a7 -2 r el �0� S84'07 35"E / FF 97.70 TF:103.36 W / ^ S F M T TO!y oIv 1123 80.00' UNIT 601 DZEN WAY 10.1 00.37 INV.96.33 'D M �� , f 7NE7y O / TOW 97.39 N ' INV(8" IN D25):99.99 INV(15" IN ):99.7Q L, + 20� 81f> r� C �i Ui SULLIVAN INV(15" OUT):99.83 INV(t5" OUW99.69 _ !� l0� n 6• p O� 5 AVE./ w FF BSMT-eaio +. FIN �+ 96 12, ro _�11 N/F MESSNER, / % 1s 2 1a o w w, �, � �.•- � oo ' JACQUELINE CII� G 8 00 i FE o ZEN WAY / 1127 N/F SULLIVAN GOf / o o E AVENUE A c'OS' JOH & / INv:84.84 M � � � �- - RIGHT TO DRAIN 1N / f• o�, CLAUDIA N JR. I FAVOR OF STATE / cd o iB9o2.73 �o w 53.19 IN CB11):9��6 CONNECIICUT M4 • 3'33"E / INV.- 2 E ELEC/CAT /TE V(8" IN D3):99.24 / TF:11244 169.51 1 INV:104{82 14.2 HILLSDALE ROAD / M2 _� TF N8153 3" / TF:100.68 TF:110.98 { FFFF.95�78 DZEN WAY INV:92.68 INV:101.78 1 �G 's'51"Y�� w 1g�SC' fOfO( FF OAR 36 G -®-- 51.a N h % E � F 0B9�Ai�ee.e3 ip INV�a'`' INV-79.27 � NO3 600' 2J __l� � EL / N '' W BUFFER ` 7215' L I.P. 0.13' SOUTH / 18 ' PROPOSED 20' WIDE DRAINAGE EASEMENT"---- AND PERT' WEST OF w 2�, I PROPERTY CORNER // 10 UNIT 502 DZEN WAY.A , y r + W t 5 S'�` IN FAVOR EMENT AREA 4,439 SNF.t CUT 20.1 FF 94.18 3•� INV--72.72 1 `--(F 1 TOW-FF CAR �3-93.21 a 74 , I 6.6 FF BW-"QO {N 83 EXISTING STATE OF CONNECiC-UT I g---- t DRAINAGE PIPE TO REMAIN EAST I V AVENUE NV'6- IN 78.41' 6 001 CB 7 ` OF MANHOLE M4 SITE ENTRANCE FROM SULLIVAN 3.3 j TF. 12.33 � INSET A Vu J� J cl �_ ;� w INV 15" 107.77 Q LIMIT OF D.R.O.W. \ INV(15" IN CB4):105.92 .�-J 1 2 ( )1 '� i135 NG HOUSE' I ( _ + P 18 �T92.6617DZEN WAY 10 / CBS INV(8"):107.93 EXISTING HOUSE I "+. INV(8" Dt):106.63 C82 N 1 \ TF:110.49 I tow-92SD o TF:Bs.s9 l ( TO REMAIN I -.. INV(15" IN&OUT):105.62 _-_ I FF GAR'-WW ca IN V(t5" OUT):86.11 I Fr MT-B'n >k INV(8" IN):66.31 1 i 14.Z w 23.5 INV(8" OUT):86.41 �.j I O \\ `"_ __ -������� ..�,.,,,,r -`'J "'•`,-- 14• 'ca / a INV(6" IN):86.19 ( l I TRANSFORMER Y-- -®--- TF 1�,75 4 1 PUMP �_ FE STATIO INV(8" OUT):98.85 I •.�` 7NwAT ^- ,_sue -_ �'�"' - INV.79.98 ~� TF:87.61 C65 1 INV(15" OUT):84.39 TF:99.28 EXISTING P. _ uM} q I INV(6""IN )IN 9)6.41 BARN I I ._,., - __j INV(W IN D ):96.19 TO BE NOTE: ST TE OF CONNECTIUY I BA 117-61 �/1 CONVERTED CB, --- .",",_s�8.�;4.z1 =- .',. -.�` _ ---�.__- .�T ,•6, CB6 INV(15" 01, :95.72 DRAINAGE PIPE TO REMAIN �T TF:110.41 2Z7 t- INV(15" IOUT):105.83 35 "� '- , �„ INTO `•- �.� � +.,,,,� TF:99.33 COMMUNITY �-- - _ '' INV(15" IN CB5):95. -""�... HALL -- =) AND EAS OF MANHOLE M4. ; W G . w -... S80 27'27„� \�f �! D5):95.68 I� _._L489 46 25 E - ...�?085.06' \ !\(15�atrr. _ 0j ' --- i ( �4 61.97' ---� T07q�w \ \ - - �"25`SIDE YgRD "�--__ ( i � o I BARN FF = j nI�z ACCESS & UTILITIES EASEMENT FROM � INV(15 - & 124 `--- � ,- ""-,.. 2S gUFFER�INV(15' IN cB2):105:73•- _ _ & 120.63 � TOWN OF SOUTH WINDSOR IN FAVOR N OF SULLIVAN TOWN HOMES, L.L.C. , THE TOWN OF SOUTH WINDSOR -- INV(15" IN CB5):105.30 _ -- � N \ INV(15" IN C64);105.92 - 1 O fl f(C"I j. r \ \ INV(8" D1):106.63 CB2' 1 p O to T- 0 I OQ \ .`.+�„�,+..- TF:110.49 EASEMENT AREA = 20,918 S.F. (0.48 AC.) aa;o :- I.g o�MM R,112 w INV(15" IN&OUT):105.62 z M IM M rn �' 15 94 r \--� E 11VS •.. 345.$3' _ _ I z- x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 860.291 •8755 PROPERTY SURVEY/RESURVEY PREPARED FOR: SHEET a II II LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE OF THETHE STATEGULATIONS OF CO NECOTICUTT" AS ENCUT STATE DORSED D BY THE AGENCIES CONNE TICUTUM STANDARDS ASSOCIATION OF LAND ANDRSURVEYORSVEYS AND M INC.APS IN GRAPHIC SCALE • � � my ���S m BE FIELD VERIFIED ALL EXISTING UTILITIES SHOULD AND CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2. �$'�� ■ ��p ��� SULLIVAN TOWN HOMES; LLC BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 40 0 20 40 80 BU 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 6/6/03 ADD BLDG 800 MHA rofess�onals inc,I �y BY A LICENSED LAND SURVEYOR PRIOR TO TO THE BEST OF MY WLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. �q CONSTRUCTION. 2 4/29/03 ADD BLDG 700 M ( IN FEET ) . 9 DESIGN: ORAltiN MHA CHECKED: GBS S°lSJLLU 1Y AN AVENUE 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 1/24/03 ADD BLDG 600 R 12882 1 inch = 40 ft. ■ Civil Engineers • Planners Surveyors • CIS JOB NO,: 1280 DATE.• 11-19-02 IMPRESSION SEAL AND ORIGINAL SIGNATURE MARTEL LIC. No. 165 south satellite road • south Windsor Connecticut 06074 DRAWING ND.: 1280 basebee-2000ASBU/L T.dry SOUTH �r�r uav SOR4 �i01v1�I CTIC T OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION 6Y N/F SOUTH IMNDSOR DEVELOPMENT CO. - -- -- N87•03'08"w - N/F BLANCHARD & ROSSETTO ENTERPRISES - - - _ I.P. LEGEND - - --�-�----- N87.36'2o"w / ------------- 247.'2 ------------- ---_- O EXISTING IRON PIN ;� ------ 25 BUFFER T=14.42 10 ------ ------ =0.51'39" ---------------- n/ ----- 40' SETBACK FROM ROADWAY CENTERLINE i /' ` -� S X1fl1,$, _ _ ` ` � ` X104,4 � ---------------------------- xr 25' SIDE YARD d / \ 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. / ` _ / /g3 '`O6� \I 2. AREA OF THE PROPERTY - 15.55f Ac. \\ 677,350t sq. ft. // p� a G� \ 3. HORIZONTAL DATUM - NAD '83 / VERTICAL DATUM NAVD '29 / ! �8' 0 108.8 \ ( p 4. PROPERTY IS IN FLOOD ZONE X - AREA DETERMINED TO BE OUTSIDE THE 500 YEAR FLOOD PLAIN AS PER FIRM COMMUNITY PANEL NUMBERS 090036 0002D & 090036 0006D REVISED FEB. 23, 2001. / 1 80. UNIT 804 DZEN WAY ?g \ `•J ^^ T / I FF-111.05 10.3 \ 5. PROPERTY IS SUBJECT TO EASEMENTS IN FAVOR OF: / / y TOW-110.85 \ A. CONNECTICUT LIGHT AND POWER COMPANY. / X96,6 i�40,h' FF GAR-110.42 , 'b \ B. CONNECTICUT WATER COMPANY / ^h• FF OSMT-102.05 / rye' �110-- X110,1 1 C, YANKEE GAS SERVICES. / - . 8 '0' \ AND ARE NOT DEPICTED ON THIS MAP FOR THE PURPOSE OF CLARITY. / ``96, ` �'> 6. FINAL GRADING AROUND THE BUILDING IS NOT COMPLETED. X9,5,5 90 � UNIT 8 gDZEN WAY ^/Nbe`j G .1111 7. "WEARING SURFACE" OF PAVEMENT NOT YET INSTALLED. / 1 e TOW-109.88 •/ S p L I CO' FF'GAR-109 45 ^� >r ► B. THE PURPOSE OF THIS MAP IS TO DEPICT THE PROGRSS "AS-BUILT" OF BLDG fS 200, 500, 600, 700, AND 800 / / \ a XJ9,7 �\ \ WITH UTILITY AND GRADING AND THAT PURPOSE ONLY. /. -941 I SST=1o1.18 3^ 0Rq I k C820 1 9. UTILITY LOCATION BASED IN PART ON INFORMATION SUPPLIED BY THE CONTRACTOR. / 1 I A- � 0Ri � TF:110.79 \ / X9�.3 o J v 10. A VARIANCE OF 2.5' WAS (RANTED BY THE SOUTH WINSOR ZBA, VOL 1405 PG 204 OF THE SOUTH WINOSOR LAND RECORDS. / / 19> / 4i `� UNIT Sp2 pZEN WAY ^^• INV(8" IN D17):105.84 \ / O ^a' FF-10&47 3 /ti SMH �� \ Z j \ / TOW-10813 io \ i 8 INV(8" IN D18):106.06 SMH5 \ N - - / FF SSM-199.47 �R Tst INV: S> ° INV(15" OUT):100.,5 p n P` TF:114.41 1 W 3 -�_ _ O INV:101.87 � 1 •P N. MAP REFERENCES: / / i9� { { 96,t UNIT 801 DZEN WAY ¢ �� /iy ` ` �O 04 \ \ 1. CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP / F.D. 1 F /8 MW-1 6. - / / INV:90.8>� 1 { 0 TOW-108.42 S 3 ��` • CB19 \ \ ` _p \ TOWN OF SOUTH WINDSOR, EAST WINDSOR HILL - WAPPING ROAD / { y FF GAR-106.18 FROM THE HARTFORD SPRINGFIELD ROAD SOUTHEASTERLY ABOUT 12,500 FEET / 1 1 1 ^ FF BSMT-97.72 0,�/ Q INV(15" I ROUTE NO. 194, SCALE 1"-40' AUG 1933, NUMBER 132 02 SHEET 3 & 4 OF 4. / \ 1 1 1 /y age 106. `/� �r INV(15" IN&OUT):99.68 \ \ N 2. CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP / j i 1 1{ cJ7S O/38' 9g.1 9 - 7 \ \ TF:117,44 \ TOWN OF SOUTH WINDSOR, EAST WINDSOR HILL - WAPPING ROAD / { C O ; - \ INV:104.97 1 W c FROM WAPPING CENTER NORTHERLY ABOUT 7,600 FEET - ROUTE / 1 t I k ^y / D �"� 1 G 1 --� NO. 194, SCALE 1"-40' AUG 1933, NUMBER 132-03 SHEET 3 OF 3. /� to 1 / j / FE { I' , 1 395, ryo i \ 06 16 �O 1 Sn 3. TOWN OF SOUTH WINDSOR MAP SHOWING LAND ACQUIRED FROM // �Z INV:92.0 1 q) 1D Ql p�` ` ORq� Q� TF:1 D3.88 1 HEIRS OF GERTRUDE M. PLAGA ANNINO BY THE STATE OF 4/ 00 h \ CONNECTICUT DEPARTMENT OF TRANSPORTATION - INTERSECTION �� /g2' I 1i INV(15" IN CB19):99.38 IMPROVEMENTS ON SULLIVAN AVENUE AT THE INTERSECTIONS OF J / Q i / 1 9 0 \1 INV(15 IN T):99.9.47 GRAHAM ROAD AND AYERS ROAD - DECEMBER 1996 SCALE 1:500(METRIC) CO I �� / j X93,1 96, ��l 0 / \ / INV(15" OUT):99.21 \ ; TOWN NO. 132 PROJECT NO. 132-123 SHEET 1 OF 1. / /3 6 / 1 f<f f ! \ /„ YS EX. CONC. 1 ry / V) v 4 C TF:1 9 L 4. BOUNDARY SURVEY PARCEL A - RESURVEY PREPARED FOR SULLIVAN / rV � X91 7 /C TV 2+9 17 !Jp WALK(TYP.) 1 TOWN HOMES, LL.C. SULLIVAN AVENUE - SOUTH WINDSOR, �/ /6 / ��� \ CONNECTICUT, SHEET 6/17 SCALE 1"-50'; DATE NOV. 16, 2000 / / I ti 0' 9, F:103. � 1 REV. 11-21-01, BY DESIGN PROFESSIONALS, INC. / 1 g y/ h INV(15" IN`& 95.5D J 1 pf 27~ pE 95'-15°P1 D 1 UNIT 703 DZEN WAY 023 p / Q YD6 \ X91,1 FF-103.19 v 3 C 1B Q TF:115.28 \ / TOW-102.91 0 _ _ :103.18 INV.;111.85 \ 9 FFF F GAR-11 4.26 / INV(15" IN/D):99.46 4 98.67 g0 N15'P ;% / 9 ( ) CB13 N/F / / ` { ,co 1 Rqy / INV(6" IN TF:116.51 ` / yRj INV(B" IN D31):99.58 INV.(6" FD BL 11):105.82 1 SUWVAN TOWN HOMES, LLCi. / / 6>, - / INV(15" UT):95.62 INV.(6" FD BL 10):105.95 TO BE DEEDED TO \ / UNIT 702 DZEN WAY \ D INV.(8" IN D21 :113.23 THE TOWN OF SOUTH WINDSOR / / 1 1 y FF=101.31 /0 Q0,3 ! INV.(15" IN Y6 :109.99 I X89,2 90.0 TOW=100.89 .. YD1 INV.(15" OUT): 05.22 \ 3g• FF GAR=100.24 4 TF:112.12 INV 15" IN CB13 104.78 FF BSMT=92.24 i0 CR,y� � � �e / ( )0 15 00 INV(B" IN D24):108.80 i I INV(8" IN D28):107.91 I I / UNIT 701 DZEN WAY 4>' INV(15" OUT):104.48 SMH3 I TF:1 4 INV:104. ICL /80' TOW=9915 by I \ .20 ` INV(15 I 11 INV:104.78 F.D. �� FF GAR=DIL73 w JINV(15" IN YD1):104.04 = I I I / NV:84.88 { ' FF BSMT-90.50 �0�1 a0 INV(8" IN D26):102.80 Q `X88,4 V / j �� INV(15" IN YD5):101.50 1)46 j43 W I?o ti �98 ' ` WALK(TYP INV(15" OUT):101.43 1 EX. CONC./ I j I / FE \ { 1 243. / cR { I / I INV:83.22 { j A i �/8 ,5 \ �. :96.7 I I w 95, G W It I N N r M2 I TF. 0O F:9 83 / D YD5 / I I ON I � O L) y- ti -3'' __75 TF:106.99 / I z %4� i3.8 O_ I V 15 ` 1.57 TCF�5.55 INV(8" IN 1 f 1g.1 UNIT 603 DZEN WAY 10.0 15" 5 0.97 INV(6" FD 9250 / / I FF-97,n V(8" IN 1 ): .3'1 I INV(15" IN Y3):91.35 Z / ` ` I 85.6X \ N FF GA9R7�W91 � I V(1Si 0 .9 9�1 � INV(15" D�T):91.10 11 I FF B�+r-se.77 � IN 2.26 / "1 1 15"PE I \ E' UNIT 002 DZEN WAY LA - Y3 I / FF-90.71 3 G TF:95.24 ` TOW-96.38 . . - .38 I INV:91.49\ F.D. FF GAR-95.94 .65 �0 N 6•�_ / INV:84.49 6 FF BSMT-87.71 . ► I g.7' IN V 49 \ CB11 j A85,8 I 7,39 TF:103.57INV " INV / 0 a d INV(15" IN CB10 IN ):99.69 SMH2 . 43g 20' J/ S$4•p1>35„E rn celo --� INv(6" IN FD):100�3/ TF:110.47 H ��2 E / r y er fp DE SqN z •.- 1 18• FFI 97.70 DZEN WAY 1 1 .5570 INV:9,.33 "� '1' \ / �S A(MSN rp I R (A0 1123 / 10• y TF:(8" IN _ O r Ui SULLIVAN 00' / 1 TOW-97.39 N I 209 NV(8" IN D25):99.99 20'�15"P INV(15" OUT):99.69 �� 2 JB w 1 n F C �SSIyER�N/a` / 1 i N FF GAR-96.92 I , ((/ ^/S'• INV(15" OUT):99.83 Q ! EASE D �' C 0 / w I To Sp�(�R 96 1 f N N/F MESSNER, �V / 1 FF BSMT-8&7o pf Mf/yT AN 6' o o AVE. 13.$W 24k b� c _ oo s /r G1110 2 JACQUELINE G8n.9s• C'OS�o o ` ��,��a / I CV /\ _ DZEN OAY -d / I % INE 1127 ��AV:84.8 �93 _ �_ w w _ RIGHT TO DRAIN IN I SULLIVAN GOIANGOS, JprIN CB9 FAVOR OF STATE / r' o a 1"E AVENUE CLAUDIA A. JR, & cp X85,6 / SMH8 TF:102.73 OF CONNECTICUT 1 �� 53.19 P 10 N 189'� 5.76 IN CB11):98.96 M4 / „ �q) O1 , A 24"PE INV: 2 - ELEC/CAT /TE V(8"„IN D3):99.24 / TF:,12.�4 1 1-0"3 E / E LP INV:1041B2 { I�X86, A., 14.2' _ R I ,3B'^24"P 6D'�2 "pE 22D'�24"P J HILLSDALE ROAD 1 I 1 - 9 M2 �� M1 N81'S`j' / { X84,6 1 \ TF:100.68 TF:110.98 w �93.50' / 1g,2' UNIT 503 DZEN WAY 4, I 14.3; DRY INV:92.68 INV:101.78 ' " + FF=95.78 - WELL I Sis6 3 51 W total 1 Tow=95.38 / E "� 51.0 FF _� w L / FF BSMT=8.78 c' ItiV"95 38 INV-79.27 ""� 13 8 24.3 �•�- -N'- NO3' 6'09" _-_ _ N •5 EL /C / / { J f8.2 w _ V/ L UNIT 203 0.00' 25 BIJ `` 17�,�5' I.P. 0.13' SOUTH / STRAWBERRY LANE GRAVEL 0 IVE o FER �`�- / 1s ( W FF-.101. I 2 ' PROPOSED 20' WIDE DRAINAGE EASEMENT`-- AND 0.27' WEST OF \ \� �_ $ Y I PROPERTY CORNER 10 UNIT 502 DZEN WAY� 5 \ n1 FF GAR-100.93 N 10.0 I W 5 IN FAVOR OF STATE OF CONNECTICUT 7'2�'W - FF-94.16 3.6 INV 72.72 FF BSMT-92.62 0 1 EXISTING RONT PORCH IS NONCONFORMING TO I i / { X83.0 5' 3' mw-93,74 :, 18 0. o �EBZEMENT AREA = 4,439 S.F.t) 20,19 I F 84, g' FF GAR-9S•� 4 w BUILDING YARD SETBACK LINE BY 0.26'. A i I / 6.6 FF BSMT-84.99 IN 83 _92- - - 1.0 - ZONING ARIANCE MUST BE SECURED OR IT I EXISTING STATE OF CONNECTICUT I l / t 4? Z,3 1 MUST BE CORRECTED TO CONFORM TO ZONING. I F.D. //% E T �IN,78.41' N DRAINAGE PIPE TO REMAIN EAST 1 INSET A _ SITE ENTRANCE FROM SULLIVAN AVENUE INV:81.00 N 2.5 UNIT GRAVE , 6 oa+ I 1 3,3 I STRAWBERRY LANE CB4 OF MANHOLE M4 RY E 6.7' FF-101.50 TF:112,33 I I _ a I �� ^? TOW-101.31 3•J NV(15"):107.77 LIMIT OF D.R.O.W. \ \ INV(15" IN CB4):105.92 �i - I 82,5X 18' UMT 507 DZEN WAY I ? FF GAR-100.93 LP 2 INV(8"):107.93 1135 SULL. AVE. I \ INV(8" D1):106.63 ass C82 I 83.1 X FF-92.67 10N 4, Ff BSMT-92.62 ? + I EXISTING HOUSE +I I TF:110.49 I TOW-92.50 0 2.7 TO REMAIN Cr INV(15" IN&OUT):105.62 I ` �� ro FF GAR-91.56 I FF SSMT=83.75 I I I \ 345.83' _ I I w 5' 0,8 1 s., UNIT 201 I _ I - 1Q,2 w 23 TJi ORM R y�AWBERRY LANE O \ \ .,. --J _ �- ! 18.1 04.3 CB8 / O FF=101.50 T I 1�:89. +I TOW=101.31 I I \ W1� .4 IN 1y" OUT):8p.11 N FF GAR=100.93 10.0 w SMH' I FE i 0 ) 86.11 FF BSMT-9162 "- �-- TF:111.75 I NV:79.98/ / ^151•p -! (6„ IN):8�. 1` Zs � .2 °' w 14.0' �+ GRAVEL DRI I INV(8" OUT):98.8 a % i4.0'o INV q 24.2' ,�, I CB5 r, TF:99.28 i EXISTING I _1 N "'1�••"�,,,.. INV(15" IN B3):95.72 � BARN j P. / - __ G Q ST TE OF CONNECTIC T I "►+ �`+_ 89 S 16 X X-- -2�1 l )�- _ � "�- � I INV(6" IN F ):96.41 S78 47. o _- 81.9 X� \ NV(15" OUT):84. 95 E WELL )` CONVERTED NOTE: _ �� �-••. � / 15"p INV(8" IN D 96.19 TF�110.41 22 2�+= N G' - _ 90 \ CB6 1'� 5" E INV(15" OU ):95.72 INTO -� �+ I NV(15" IN): INV(15" IOUT):105.83 ,3s ---. _ I ------___ 1 1 --L__ Nun ):84.53 TF:99.33 LP a COMMUNITY DRAINAGE PIPE TO REMAIN �►T AYSAVER t INV(15" IN C85 :95.3 '� - - I �1085 1 TF•8 -- \-INV(15 IN D5):95.58 12,ti,5-- ____` HALL - J AND EAS OF MANHOLE M4. 1 N } �5"E �..� (TOTAL) X89,3 \ \ \ _ 5 0 -_ _ 25' SIDE YARD �� j 00 0l \ _ _ I `I o \ \ `� -c, - U BARN FF = i N iz ACCESS & UTILITIES EASEMENT FROM ~�-"''�-_. 25' BUFFER�wv1°SIN�B2):;o5�3- __ - 11 120.63 TOWN OF SOUTH WINDSOR IN FAVOR = N/F _ INV(15" IN CB5):105.30 OF SULLIVAN TOWN HOMES L.L.C. o 0 }}N N THE TOWN OF SOUTH WINDSOR \ \ INV(15" IN CB4):105.92 ' 00 co 10 r- II \ \ � INV(8" D1):106.63 1s, CB2 _ I EASEMENT AREA = 20,918 S.F. (0.48 AC.) o(no ^0 0__ 112•p0 ''� TF:110.49 O O M rp (j% q �` INV(15" IN&OUT):105.62 it n n II z vi 4 o L,106 4 345.83' _ - _ x J I_ o no n rn THE FALLOWING STATEMENT MUST BE ON THE PLANS: "THE ITEMS SO NOTED ON THIS PLAN HAVE BEEN VERIFIED IN cJ"J.9 „ E +- - _ / II II II II DEVIATIONS AFR M THE AORIGINAL EPLAINS APPROON, AND VEDS. THE ZONING COMLLOWING LISTED IMIISSONTEMS RANDHSTAAFFY p% 4225 \ O \ \ w=SET j ``-- 7 12 3/03 ADDED TOPO DMG �J� OTHE FIELD 54 A -----�'� ."''•"'_ --J 6 10/20/03 ADDED FINAL TOPO DMG X APPROAVED CHANGE ORDERS: \ d o II o 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 860.291 • 8755 � M PROPERTY SURVEY/RESURVEY PREPARED FOR: SHEET > LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE 5 8/25/03 ADDED DRYWELLS, LIGHT POLES, AND A GAS VALUE DMG OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN , � [!'U � � LI ���� m INFORMATION. ALL EXISTING UTILITIES SHOULD THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. GRAPHIC SCALE SULLIVAN TOWN HOMES LLC BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 8/20/03 ADD BLDG 200 DMG AND CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2. 40 0 20 40 BO esign ■ ■ PL�Oo C�iC�� n�o�n �j ' 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 6/6/03 ADD BLDG 800 MHA rof essionals 'nlCj■ l� a� (�� �UJ�J Imo- (J BY A LICENSED I AND URVEYOR PRIOR TO TO THE BEST OF MY KNOWLEDG AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. SULLIVAN }T IVAN AVENUE VENU tv CONSTRUCTION. 2 4/29/03 ADD BLDG 700 MHA � IN b'EET � ■ � DES/GN.•PRD DRAWN.•MHA CHECKED: GBS �l�f J,�f�J! J� 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 1/24/03 ADD BLDG 600 RLH 12882 1 inch = 40 ft. 1. Civil Engineers • Planners • Surveyors • GIS ,TDB NO.: 1280 DATE. 11-19-02 ��7r �\ �\T�\�1L� rTi.1T �Tr�a IMPRESSION SEAL AND ORIGINAL SIGNATURE RICHARD P. MARTEL LIC. No. 80 1TH IY�'IAA 11 SOR9 C®1\71�EC ti ltC !l OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY 165 south satellite road • south Windsor • Connecticut 06074 DRAW/NG NO.: 1280 bosebee-2000ASBUILT•dw