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HomeMy WebLinkAbout06-18P_TEABERRY ESTATES SENIOR RESIDENCE DEVELOPMENT SITE PLAN MODIFICATION PROPOSAL_ELLINGTON ROADTOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: CHANGE ORDER CONTACT PERSON Phone No. Address Site Name P&Z No. Owner Phone No. Contractor Signature of Owner Date: Signature of Design Engr. Date: CHANGE: (Describe location and nature of change. Include Four (4) copies of plan/profile of Change.) Reason for Change: (Why is change required) APPROVALS: (As Required) Dir. Of Planning Date: Town Engineer Date: Dir. of Public Works Date: Other: Date: STAFF COMMENTS: White - Town Engineer Yellow - Applicant Pink - Director of Planning Goldenrod - Engineering Department Senior Residence Development SITE 1VIODIFI�C�i`IION PROPOSAL TDD N(G 4-11Z 00 IN\ "uu AD 5 UU J W..-- LD) 0 R N IN LE (C C UU i ■ esign inc. nc. civil engineers • planners • surveyors I� landscape architects • CIS - CPS 165 South Satellite Road South Windsor, CT 06074 (860) 291-8755 FAX (860) 291-8757 www.designprofessionalsinc.com FINIAL FLAW+ TOWN OF SOUTH WINDSOR AUTHOR I ED SIGNA T UiRZE DATE' -4& - - NOTES: THESE DRAWINGS ARE THE PROPERTY OF DESIGN PROFESSIONALS, INC., AND HAVE BEEN PREPARED SPECIFICALLY FOR THE OWNER/APPLICANT FOR THIS PROJECT. THEY ARE NOT TO BE USED FOR ANY OTHER PURPOSE OR BY ANY OTHER PERSON OR PERSONS NOR REPRODUCED IN ANY MANNER WITHOUT THE EXPRESS WRITTEN PERMISSION OF DESIGN PROFESSIONALS, INC. THESE PLANS ARE INVALID UNLESS THEY BEAR THE ORIGINAL SIGNATURE AND IMPRESSION SEAL OF THE PROFESSIONAL ENGINEER OR SURVEYOR. THIS SURVEY AND MAP HAVE BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-30OB-1 THROUGH 2O-3008-20 OF THE REGULATIONS OF CONNECTiCUT STATE AGENCIES — "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTiCUT" PREPARED AND ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC., SEPTEMBER 26, 1996. THIS PLAN WAS COMPILED FROM OTHER MAPS , RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION. IT IS NOT TO BE CONSTRUED AS HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY, AND IS SUBJ TO SUCH CHANGE AS AN ACCURATE FIELD SURVEY MAY DISCLOSE. TO BEST OF MY KNOWLEDGE B THIS MAP I SUBST NTiALLY CORRECT AS NOTED HEREON. 12327 LAWRENCE R. GEISSLER, JR., L.S. LIC. No. SHADBUSH NY LANE NR�FRRY ROQp y�cy� ���. (Pvi) - J ROAD BAKER LANE q} �o ARROy�� yroo CiIiCCL 1. (P t) o GEW0 o OROAD . ...._•-•. • .. � .. � � J �� � COSY � �jplX/itR1ER3 . . tifgSC0C0 OR C/RCS ^ jr-VT) r V RO,gp 0 In S1 TE 1 Syq oN � o RON R LAKEW ODW O RpgO � r� DRIVE (�vt) a O,Qr MA RD AND IPLA q� Q, coos Pvt VQ NESJPvt) o a� •RO �� / �U , F Z O8 J eR , cx/ oRr OOk / to z� OR/ lCrRC� �o� �0 �`�j �'� SYc'M0R •`� AN�EY U i�f iElPM/S pQ Q- ORTH�jF� ��� VE%16 c�, o°o KHa PAW ,l/EJf/i�PrAt A9Rkb Q Jy FZ .srON �N� �Ri� Fw o' � A �,�•a CIRCLE � ASgNT � in � �o n o o (P` t) n rsuvr �A / cn y ''v Ch'QpFC 30 � saraa �� z �r �WN L L F Oq DRIVE / • .. �OpO � z o � co"oo ,a�,T Y ROgO t�J 4 0 Al OZ TY MqR� 2� C-7 ANE �qRD 3F ORI� 291 R�ceY �� .. 44NR V�- N.T.S. LOCATION MAP DESIGN PROFESSIONALS, INC. OWNER,/APPLiCANT JMJ CONSTRUCTION CO., INC. 658 ELLINGTON ROAD SOUTH WiNDSOR, CT. 06074 TEL. (860) 282-0628 Zoning Data Block ZONE: RR — RURAL RESIDENTIAL ITEM REQUIRED/ALLOWED PROVIDED Total Parcel Area no minimum 12.14 ac. Net Buildable Acreage * note below 11.8 ac. Number of Units 25 units ** 25 units ** Parcel Density 3 units/r,ba ,�,ax or A. .' units/;,ba 25 max** Lot Frontage 200 ft. min. 557.5 ft. Buffer 25 ft. 25 ft. Front Yard 50 ft. 50 ft. Rear Yard 10 ft. 10 ft. Side Yard 10 ft. 10 ft. Impervious Coverage 60% max. 22.1 Off —Street Parking 1.5 spaces/unit 3.2 spaces/unit or 38 or 81 *** * The Net Buildable Acreage is the total parcel area (12.14 ac.) minus; wetlands and regulated watercourses (0.203 cc.), slopes over 15% (0.07 ac.), utility easements (0.00 ac.), proposed Town R.O.W. (0.00 ac.), and flood plain zone area (0.00 cc.) = 11.72 ac. ** Single—family only. 11.72 nba x 3 = 35.18 allowed units. (25 proposed) ***Parking Calculations: 2 Garage Sp. + 1 Driveway Sp. + 6 Guest Sp. 0 Comm. Bldg = 81 Total Provided Parking Spaces PROPOSED UNIT SIZES/NUMBER: 1,399 sq. ft. (8) 1,560 & 1,592 sq. ft. (10) 1,999 sq. ft. (7) At least 8 units, or 30%, shall be 1400 sq. ft. or less. This will be achieved by providing eight (8) units at 1,399 s.f. No more than 7 units (30%) shall exceed 1,800 sq. ft. Exact mix to meet these requirements. The marketplace will decide which units are built at each location. Unit styles on site plan are for "lustrative purposes only. If unit styles vary from as depicted on the site plan, a change order plan will be submitted to the Town for approval. 1 2 Z J 4- L1 Al —A5 SPIFFY INDEX COVER SHEET/LOCATION MAP / ZONING DATA E �OCK KEY MAP M1 ^*r rn1 A A I r LU I r LHIN TOPOGRAPHIC PLAN LANDSCAPE PLAN ,,•!!%.COtNN� T'o ARCHITECTURAL. PLANS REV: May 12, 2006 DATE: March 13, 2006 • SHEET 1 G:\JOBS\1930\1930-1—SPMOD .wr .11 '--� / / obl.. MAP LOT BLOCK PROPERTY OWNERS W?H/N 500 FEET 24 16 35 30 BEECHNUT LANE HURLEY, JOIN P. & BEVERLEY E. 17 21 21 BEECHNUT LANE SMITH, E/LEEN M. 18 22 19 SYCAMORE ROAD ROGERS, EDWARD F. 8• DEBORAH A. 19 23 29 SYCAMORE ROAD COLLETTI, JOS£PH A. &KATHLEEN M 20 24 37 SYCAMORE ROAD ARCHER, ✓OSEPH & AA REM 21 25 41 SYCAMORE RDA_n ANDEV-SOA / ARR,v L Al-SUSAN 22 26 45 SYCAMORE ROAD ani. OL/NTS, ANOREW H. & ANTOINETTE D. 23 236 57 SYCAMORE ROAD HERR, AAN/EL P. 8 CYNTHIA M. 24 237 65 SYCAMORE ROAD NETTLETON, STEPHEN A. 25 238 73 SYCAMORE ROAD MOTI•!A, RAYMOND J. & MARC/A A. 26 239 87 SYCAMORE ROAD WIrNOWSKI, GERALD Q' HELENA 28 241 224 QUARRY BROOK DRIVE ChASMAWALA, MANISH 29 242 214 QUARRY BROOK DRIVE PLE/NES, WI11/AM H. JR. 30 243 204 pUUAARRY BROOK DRIVE 194 QRRY BROOK MU IrIV DEBRA M. 31 32 244 245 DRIVE 186 QUARRY BROOK DRIVE RUSSR4 ROBERT LYMAN SW£DOCK, JOHN A. 33 41 178 QUARRY BROOK DRIVE ANGLE, KEVIN A. & AMARE--ANGLE 34 16 168 QUARRY BROOK DRIVE WOLEJKO, STEVEN A. & BARBARA J. 35 17 160 QUARRY BROOK DRIVE CARY, WILLARD A. & ROSEANNA R. 36 195 QUARRY BROOK DRIVE ELDREDGF, JOHN A. & LA URA A. 37 203 QUARRY BROOK DRIVE TIPEMBLEI', ROBERT' & DARLENE 38 211 QUARRY BROOK DRIVE GANGER, HENRY A. & SUSAN B. 39 219 QUARRY BROOK DRIVE BURTCHELL, ARTHUR W. ✓R. & JOSEPHINE 40 227 QUARRY BROOK DRIVE KRAATZ, HOWARD & TUNNEY, ELEANOR V. 25 104 1540 SUUJVAN AVENUE TOWN OF SOUTH WINDSOR 35 1 246 HILTON DRIVE MARTIN, DEBRA A. 2 914 ELONGTON ROAD MCPH£ARSON, MAXWELL & ALTHEA PEARSON 3 926 ELUNGTON ROAD RA/NVILLE, CHRISTOPHER H. &K/M MAR/£ 4 G3'W MANAGEMENT LAKEWOOD CONDOMINIUMS UNIT M 1v^2 P/I/v'N $%XII PO BOX EAST IIARTFORD, CT 06119 280298 5 1540 SUGL/VAN AVEVE TOWN OF SOUTH WINDSOR 6 730 FARM/NTON AVENUE UNITY CHURCH OF HARTFORD WEST HARTFORD, CT 06119 7 730 FARMINGTON AVENUE UNITY CHURCH OF IARTFORD WEST HARTFORD, CT 06119 8 909 £LUNGTON ROAD CLARK, ERIC & RACHELLE 9 658 ELUNGTON ROAD JMJ CONSTRUCTION CO., INC. 10 658 fLUNGTON ROAD JMJ CONSTRUCTION CO., INC. 11 887 ELUNGTON ROAD FRIEND, TIMOTHY M, & KATHLEEN M. - 1744 ELL/NGTON ROAD R.S.K. CONTRACTORS, INC. 12 871 &UNGTON ROAD ANDERSON, ROGER H & DONNA S 13 861 EL INGTON ROAD MICHAUD, MICHELE S/MEONE 14 1275 TOU AND STAGE ROAD DUMOUCHE4 ROBERT G & EVA TOLLAND, CT 06084 15 1 847 EGL/NGTON ROAD TAVARNESI, FRANK J & ROSE P 21 QUARRY BROOK DRIVE TNOMAS, RICHARDA. o { x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY Z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE z_ INFORMATION, ALL FXISTIN(_ UTII ITIFS SHOHI D m BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3, THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. 413,-55 35_3 35,2. 35,63 35' 66 35.65 n4 1F"] ^� ,oO <; *57 q 9 �. � 38 78 � Q 39 40 82 O 83 Ar �5 35,4 g8 73 89 �2 0 'j1 4 177 Q ?0 15 �r1 2 32 3 6? EM 7.6 0 r�7SE NES 57 560 .. `` 52 4 l ,2► „53 5 4 0 ...... � o�,k,� .�35- 60 45-3 -j - 35'9 H IT r 315,1 ro?. O El ........ 35 � 100 i 0�.. ....... o `z V tuft A JO � � 1 �... ....... 35 1 ........ 35—Zp 35�2 z .-14 0 3 5 v 0 3 7 a: .:::.�::: 5 35.1 35.18 35�1g QU AR 35.- I-Yj------_.. 35, A-5 MAP LOT BLOCK PROPERTY OWNERS WITHIN 500 FEET 35 17 2 39 QUARRY BROOK DRIVE BARNES, KATHLEEN G 18 3 55 QUARRY BROOK DRIVE GRADY, ✓AMES J. /// & M/CHEUE E. 19 4 59 OWRRY BROOK DRIVE LOO9Y, STEPHEN & PAULA 20 5 71 QUARRY BROOK DRIVE PLATT£/S, ALAN M. & T£RESA A. 21 6 79 QUARRY BROOK OR/YE STROUT, MICHAEL L dt SEIDEL 22 7 89 QUARRY BROOK DRIVE SCHOBlNGER, VIRG/N/A & M1mm 23 8 99 QUARRY BROOK DRIVE BROAD, ROSEMARY & MICHAEL A. 24 25 9 10 109 QUARRY BOOK DRIVE BEMENT, ALBERT K. 26 11 f 19 QUARRY BROOK DRIVE MILLER, BRUCf A. & JANET B. 129 QUARRY BROOK DRIVE BURNS, ROBERT A. & JOYCE A. j 27 12 139 QUARRY BROOK DRIVE STOKER, ROBERT G. &KAREN M. 28 13 149 QUARRY BROOK DRIVE SCHELL, DAVID J. d D/AN£ S. 29 14 159 QUARRY BROOK DRIVE B/LODEAU, DAVID P. & MERR/DY 30 15 169 QUARRY BROOK DRIVE MALONE, ARM LA 31 201 179 QUARRY BROOK DRIVE CARTER, ROBERT & NANCY 32 2O2 187 QUARRY BROOK DRIVE CARLSON, BENJAM/N & DEBRA 33 18 14B oUdR)PY HRnn/r nO/,VF 'QUARRY MIZA/M� 01PA.JADn u/ AY UADI?ADTV 34 19 136 BROOK DRIVE M/LL£R, RAYMOND k dt BEVERLEY A. 35 20 126 QUARRY BROOK DRIVE BERNIER, DAVID J. & KRISTEN L 36 36 20 BEECHNUT LANE FLEETING, W/LUE 8• BRENDA 37 37 10 BEECHNUT LANE CONNELLY, DANIEL F. //1 & AMBER M. 38 437 96 QUARRY BROOK DRIVE JAY, GENE T. & EUZ4BETH H. 39 36 80 QUARRY BROOK DRIVE WATSON, PETER J. 40 35 44 SIMCKA DRIVE HUGHE$ FREDERICK J. ✓R. 8• VIRGIN/A 41 3 39 S/MCKA DRIVE BARROS, SANORA D. & ANTON/A S. 42 4 62 QUARRY BROOK DRIVE BROOKS, DIANE L 43 116 56 QUARRY BROOK DRIVE CLAPPER, ROBERT A. 3• KATHL£EN M. 44 115 40 QUARRY BROOK DRIVE PROCACCINI, RICHARD P, & ALDONA S. 45 407 20 QUARRY BROOK RD. MANRIQU£,_ CARMEN 46 65 13 835 EUJAFGTON RD. LONGANO, FRANK P. TOSCA S 66 840 £LUNGTON RV, SELLERS, CHARGES MtJAYNE JONES SV 850 EUJAII N RD. LEW/S, JOSEPH P DOLORES 0 68 58 ORDWAY DR. RSK KELLCO, INC. 69 945 ELUNGTON ROAD TOWN OF SOUTH WINDSOR 3 35, 4 I 35. 41 35.6 35�69 35, 5 35_22 35�23 35.2�- ❑ �,-J 35125 35.26 35,29 Lz--j 35,30 35,3� ROOK � a Cj 35"32 36 35,3$ 35J � 35-35D � V� 35-- 4p 35r36 '2 � U 35r •z F.--33 _ ,- � . 4 24' 34 33 24-1$ 24,19 24_ 20 24,21 4�LC 23 P> 25.1 p 24,377 24, 32 413� 2 24_3p 24-- 23 REVISIONS THIS SURVEY AND MAP HAVE BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-30OB-1 THROUGH 2O-30OB-20 Q Tel. 860 291.8755 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE Fax 860.291 • 8757 STATE OF CONNF( TIrI1T" PRFPARFD AND ADOPTED RY TNF CONNFCTICt1T ASSOCIATION OF LAND SURVEYORS INC., rl� ADUTO CPS AT V Ire n/M cr�O ran hl fm SEPTEMBER 26, 1996. THIS PLAN WAS COMPILED FROM OTHER MAPS RECORD RESEARCH AND/OR OTHER SOURCES 100 "0"'` �`�50 "'" 0 200 sign w '�,OF INFO NATION. IT IS NOT TO BE CONSTRUED AS HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY, AND ��V�UISSUWE TTOSUCHCHANGE AS AN ACCURATE FIELD SURVEY MAY DISCLOSE. cpr'ofessionals, Inc.TO BEST OF MY KNOWLEDGE N B THIS MAP IS BSTA TIALLY CORRECT AS NOTED HEREON. IN �T) DESIGN. KM/ DRAWN KM/ CHECKED. PRD E civil engineers planners surveyors 12327 1 inch = 100 ft, 2 landscape architects • gis gps Y JOB NO.: 1930 DATE.- 3—/3-06 NO. DATE DESCRIPTION BY LAWRENCE R. GEISSLER, JR., L.S. LIC. No. 165 South Satellite Road, South Windsor, Connecticut 06074 DRAWING NO.: 1930-1-somod.dwa 24_ 24 ll n' Ar— L 4� 38 24, 3 3 24._ 29 24" 28 24•' 4p 24�26 OWNER,/APPLICANT JMJ CONSTRUCTION CO., INC. 658 ELLINGTON ROAD SOUTH WINDSOR, CT. 06074 TEL. (860) 282-0628 COMPILATION PLAN PREPARED FOR: I SHED I TEA BERR Y ES'TA TES 2 ]E L1LUNGTON ROAD 4 SOIU'li'IHI WINDSOR,, CO AL 1l I CUT N\F \\ ERIC R. & RACHELLE CLARK i o it n 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE m INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 3/29/06 REVISED COMMUNITY BUILDING IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DA TE DESCRIPTION N\F 853, low, I. PIN I. PIN / WILLIAMS. RKATFR4J I wowPERKINS C lj0g "� IN/F ' PI" KARMELA MALONE N/F •ram /�i/ �^ I. PIN DAMD P. & MERRIDY BILODEAU DAMD J. SCHELL ��Dor oo $e t �•' / �3 sop \R 2R �, PIP � 0 SO O 6• i // i� P / � 4. PIN N/F BRUCE A. & JANET B. MILLER 000 M I. PIN N ALBERT K BEMENT N/F 20 ROSEMARY B ! I. PIN R A40 N\F �O MICHAEL & VIRGINIA SCHOBINGER N\F MICHAEL C. & SEIDEL STROUT e MONUMENT TO BE SET o EXISTING MONUMENT If I - EXISTING UTILITY POLE _ =E71-- = EXISTING CATCH BASIN AND PIPE PROPOSED CATCH BASIN AND PIPE - -0-- - EXISTING SANITARY MANHOLE AND PIPE --a— PROPOSED SANITARY MANHOLE AND PIPE _ PROPOSED WATER MAIN AND HYDRANT — S — SANITARY LATERAL — W — WATER LATERAL — F — FOUNDATION DRAIN (6" PVC TYP.) - ��- - EXISTING CONTOUR —�12�--- PROPOSED CONTOUR X98.5o EXISTING SPOT GRADE xse.00 PROPOSED SPOT GRADE 0 PROPOSED SANITARY CLEANOUT EXISTING TREELINE PROPOSED TREELINE PROPOSED PROPERTY LINE EXISTING PROPERTY LINE �-- PROPOSED DRAINAGE MANHOLE AND PIPE (TYP.) RL — PROPOSED ROOF LEADER (4" PVC TYP.) THIS SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THROUGH 2O-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES — "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. TO THE T OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. KMI 12327 BY LAWRENCE R. GEISSLER, JR. LIC. No. N/F ROBERT G. & KAREN M. STOKER 7� 07e soav, V&U&CPt 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 TELEPHONE (860) 644-2511 CERnPIED MAIL7004 2510 0003 98031076 JMJ Construction, Inc. 658 Ellington Road South Windsor, CT 06074 Dear Mr. Jacques: Re: AppI 06-18P, Teaborcy Estates SRD-Site plan modification NOTES: 1) ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. 2) HORIZONTAL DATUM 1S NAD '83. VERTICAL DATUM IS NGVD '29. I BENJAMIN & We we pleased to advise you that the PlIuming &Zonin CommisslonvotedonA April 2006to 3 FLOOD ZONE X — AREAS DETERMINED TO RE OUTSIDE 500—YEAR FLOODPLAIN arming g pri approve modifications the above reierencod application for a Site Plan of Development Modification. COMMUNITY PANEL 090036 0010 D REVISED FEB. 23,2001. nisapproval is for the modification ofthe community center and the buffa area onproperty located on the 4) AREA OF EXISTING PARCEL - 12.1 AC. .easterly of Ellington Road and northerly of Quarry Brook Drive, RR zone as shown on plans prepared by Design Professionals Ino, Job No.1930 dated 3/13106. This approval is subject to the following modifications: 5) PARCEL IS ZONED RR. -.1. - All original spproval conditions for Application 905-03P remain in full fb= and effect, with the following 6) WETLANDS FLAGS 1-7 AND OFF —SITE WETLANDS ON PROPERTY OF N/F TOWN OF SOUTH additions. WINDSOR WERE FIELD DETERMINED BY HIGHLAND SOILS ON MAY 10, 2004 AND WERE ta„ •aa:e . •t r +era: .....a.. au, e: . a. ., .� , .a__ �.o:_ __a:c_� L_.._L_— LOCATED BY DESIGN PROFESSIONALS, INC. ON MAY 11, 2004. WETLANDS IN AREA OF .. by.uuw..uaw+a�uwa,+aauacuua++++yaauaawuuawwwwayywvwaaarcvou, CONVEYANCE WERE FIELD DETERMINED BY HIGHLAND SOILS ON 1/21/98 AND WERE Mod is the Town Cierl�s offioa LOCATED BY DESIGN PROFESSIONALS, INC. 3. The site engineer and landscape architect, as appropriate, must oirnsee construction ofthe berm as well as selection ofthe achWbuffer trees atthe nursery and installationonsite. 7) PARCEL A TO BE CONVEYED TO N/F M. TIMOTHY FRIEND AND KATHLEEN M. FRIEND . '4.- - An additional landscape bond of S 50,000 is required prior to filing of mylar, to remain in effect for five full UPON SUBDIVISION APPROVAL. years afterplantingofthe bufloru s.Iftrasfailtothrivedurlggthefive-year bond period, the failing g) BOUNDARY INFORMATION BASED ON REF. MAP 1 VYHICH WAS DONE TO HORIZONTAL troes mustbereplaeod. Town staff will matte final daasions as needed regarding which trees must be ACCURACY A-2. replaced. Selection ofand imstallation of anyreplaexment trees during the five.yearbond period must be 'overseen by a licensed landscape arcWtoet The landscaping bond must be in one of the forms described in MAP REFERENCE: the enclosed Bond Policy. 5. Engineering comments dated 4/24106must beaddressed tothe Town Engmcer'ssatisfaction. 1) JEAN MARC JACQUES, ELLINGTON ROAD, SOUTH WINDSOR, SCALE: 1"= 60' • Black and white transparent mylers of Sheet ft3 with the above modifications, togetherwith threw blueprint DATE: 5-14-04, DESIGN PROFESSIONALS, INC. copies of the entire set ofplans(mcludingarehitechnaiclevationsand landscapingplans)must besubmitted to 2) EMERALD GREEN SUBDIVISION, EWNGTON ROAD, SOUTH WINDSOR, SCALE:1"=40' this Comm issionwithin30days tobestamped and signed. DATE: SEPTEMBER 10, 2004, REV. THRU: OCTOBER 20, 2004. DESIGN PROFESSIONALS, INC. After the roylars have been signed by the Commission, they will be returned to you fbr filing in the Office of the 3) CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP TOWN OF SOUTH WINDSOR Town Clear. After filing these plans, a copy of the receipt must be submitted to the Planning DepattmenL EAST HARTFORD — WAPPING ROAD FROM THE E. HARTFORD TOWN LINE NORTHEASTERLY ABOUT 11,200 FEET ROUT NO. 313 SCALE:1"=40' DATE: OCT. 30, 1931 TMfi.k �K,w.nedvy,:'CC 4) CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP TOWN OF SOUTH WINDSOR EAST HARTFORD — WAPPING ROAD FROM A POINT ABOUT1070 FT. SO MERLY FROM THE PODUNK RIVER NORTHERLY do EASTERLY ABOUT 6300 FEET. SCALE:1"=40' DATE: NOV. 30, 1936 h an PlanningandZoningCommission 5) PLOT PLAN RESURVEY PREPARED FOR UMITY CHURCH 919 ELLINGTON ROAD SOUTH WINDSOR, PK/bmm CONNEC11CUT SCALE:1"=40' DATE: 2-12-2003 DESIGN PROFESSIONALS, INC. cc. Engineer 6) KEY MAP TUDOR HILL PROPERTY OF GEORGE J. ACHENBACH SOUTH WINDSOR, CONN. ChiiefBuilding Official SCALE:1"=200' DATE: MAY 2, 1974 ACHENBACH REALTY COMPANIES Assessor Superintendent of Pollution Control 7) SUBDIVISION MAP TUDOR HILL SECTION Il PROPERTY OF GEORGE J. ACHENBACH SOUTH WINDSOR Fire Marshal al OWNER/APPLICANT CONN. SCALE:1"=40' DATE:4-22-74 ACHENBACH REALTY COMPANIES 8) TUDOR HILL SECTION I FINAL SUBDIVISION PLAN PROPERTY OF GEORGE J. ACHENBACH JMJ CONSTRUCTION CO., INC. ELLINGTON ROAD SOUTH WINDSOR CONN. SCALE:1"=40' DATE:2-20-73 658 ELLINGTON ROAD 9) TUDOR HILL SECTION I FINAL SUBDIVISION PLAN PROPERTY OF GEORGE J. SOUTH WINDSOR, CT. 06074 ACHENBACH ELLINGTON ROAD SOUTH WINDSOR. CONN. SCALE:1"=40' DATE.3-20-73 TEL. (860) 282-0628 ACHENBACH REALTY COMPANIES 1! Tel. 860.291 -8755 COMPILATION PLAN PREPARED FOR: SHEET GRAPHIC SCALE , Fax 860.291.8757 PLOT PLAN a 3o eo ,20 esign . w TEABERA� Y ES'TA TES 3 IN )_Nmiii�I ref a ss�o nal s 0 �n�■ DESIGN. KM/ DRAW ..• km CHECKED. • GBS ]ELLINGTON j��gG'V N 11 !lsl5slt�Jla �7lUT�®.d V ll�l OAD i inch = 80 ft ii civil engineers •planners •surveyors landscape architects • Cis • Cps JOB NO.: 1930 DATE. 3-13-06 SOUTH WUND8®� C®NMICTRICUT 4 165 South Satellite Road, South Windsor, Connecticut 06074 DRAWING MO.: 1930-Smod-oo.DWG D w j ' 1 ' 108 .0 THE UNITY CHURCI-'OF HARTFORD roe - -116- / 5.00 — - - - - - - ~- / INV(12"):112.00 �p z 1 11 onn 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE ' 1%1viA I IDIV. ALL CnIJ IIIVG U I ILI TiE5 JHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3, THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. LEGEND 0 EXISTING IRON PIN 0 IRON PIN TO BE SET ■ MONUMENT TO BE SET o EXISTING MONUMENT --< EXISTING UTILITY POLE _ = EXISTING CATCH BASIN AND PIPE PROPOSED CATCH BASIN AND PIPE - - EXISTING SANITARY MANHOLE AND PIPE -CS)-- PROPOSED SANITARY MANHOLE AND PIPE ` PROPOSED WATER MAIN AND HYDRANT — S — SANITARY LATERAL — W — WATER LATERAL F FOUNDATION DRAIN (6" PVC TYP.) — — - - 00- - EXISTING CONTOUR —t_ DAJ— PROPOSED CONTOUR x98.5o EXISTING SPOT GRADE xse.00 PROPOSED SPOT GRADE REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN n,AT,nnl nr LAND C1IDVCVARC INf` 1HE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIA11vly yr .wn....+.....+. AND CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2. WLEDGE BEL THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. TO EST OF MY KNO 1 5/12/06 APPROVAL CONDITIONS -SHOW BERMS KMI 12327 NO. DATE DESCRIPTION BY LAWRENCE R. GEISSLER, JR. LIC. No. EO RL — PROPOSED SANITARY CLEANOUT EXISTING TREELINE PROPOSED TREELINE PpnpnCEf1 PPnPERTY I IKIE EXISTING PROPERTY LINE PROPOSED DRAINAGE MANHOLE AND PIPE (TYP.) PROPOSED ROOF LEADER (4" PVC TYP.) h T'1 AT%T TTf4 fYfYAT" uxcHrruke ak; 40 0 20 40 80 (INS) 1 inch = 40 ft. Tel. 860.291 • 8755 Fax 860.291 •8757 -- es-ign rofesslonats, Inc. civil engineers • planners surveyors landscape architects • gis • gps 165 South Satellite Road, South Windsor, Connecticut 06074 I \ . o. -0,\ BENJAMIN 91 At 1 ►/AMI HICAITAMMI CAI lMr% AD CCT IC ACDIf =r% LICOCAAI +� �w 2) HORIZONTAL DATUM IS NAD '83. VERTICAL DATUM IS NGVD '29. 3) FLOOD ZONE X - AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN COMMUNITY PANEL 090036 0010 D REVISED FEB. 23,2001. 4) AREA OF EXISTING PARCEL = 12.1 AC. 5) PARCEL IS ZONED RR. 6) WETLANDS FLAGS 1-7 AND OFF -SITE WETLANDS ON PROPERTY OF N/F TOWN OF SOUTH WINDSOR WERE FIELD DETERMINED BY HIGHLAND SOILS ON MAY 10, 2004 AND WERE LOCATED BY DESIGN PROFESSIONALS, INC. ON MAY 11, 2004. WETLANDS IN AREA OF CONVEYANCE WERE FIELD DETERMINED BY HIGHLAND SOILS ON 1/21/98 AND WERE LOCATED BY DESIGN PROFESSIONALS, INC. 7) PARCEL A TO BE CONVEYED TO N/F M. TIMOTHY FRIEND AND KATHLEEN M. FRIEND UPON SUBDIVISION APPROVAL. MAP REFERENCE: 1) EMERALD GREEN SUBDIVISION, ELLINGTON ROAD, SOUTH WINDSOR, SCALE:1"=40' DATE: SEPTEMBER 10, 2004, REV. THRU: OCTOBER 20, 2004, DESIGN PROFESSIONALS, INC. 2) CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP TOWN OF SOUTH WINDSOR EAST HARTFORD - WAPPING ROAD FROM THE E. HARTFORD TOWN LINE NORTHEASTERLY ABOUT 11,200 FEET ROUT NO. 313 SCALE:1"-40' DATE: OCT. 30, 1931 3) CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP TOWN OF SOUTH WINDSOR EAST HARTFORD - WAPPING ROAD FROM A POINT ABOUT1070 FT. SOUTHERLY FROM THE PODUNK RIVER NORTHERLY & EASTERLY ABOUT 6300 FEET. SCALE:1"=40' DATE: NOV. 30, 1936 4) PLOT PLAN RESURVEY PREPARED FOR UNITY CHURCH 919 "L IwTON ROAD SOUn ifi \OJVR, CONNECTICUT SCALE:1"=40' DATE: 2-12-2003 DESIGN PROFESSIONALS, INC. 5) KEY MAP TUDOR HILL PROPERTY OF GEORGE J. ACHENBACH SOU,: ; WINDSOR, CONN. SCALE:1"=200' DATE:MAY 2, 1974 ACHENBACH REALTY COMPANIES 6) SUBDIVISION MAP TUDOR HILL SECTION II PROPERTY OF GEORGE J. ACHENBACH SOUTH WINDSOR CONN. SCALE:1"=40' DATE:4-22-74 ACHENBACH REALTY COMPANIES OWNER,../APPLICANT 7) TUDOR HILL SECTION I FINAL SUBDIVISION PLAN PROPERTY OF GEORGE J. ACHENBACH ELLINGTON ROAD SOUTH WINDSOR CONN. SCALE: DATE:2-20-7 JIViJ CONSTRUCTION CO.,IC: N. - - - - - - 658 ELLINGTON ROAD 8) TUDOR HILL SECTION I FINAL SUBDIVISION PLAN PROPERTY OF GEORGE J. SOUTH WINDSOR, CT. 060%4 ACHENBACH ELLINGTON ROAD SOUTH WINDSOR, CONN. SCALE:1"=40' DATE:3-20-73 ACHENBACH REALTY COMPANIES TEL. (860) 282-0628 RESURVEY PREPARED I E FOR: SHEET U ulpUQ UHA6114 'ln u �U�'l� II N TEABERR Y ESTATES 4 DESIGN. KM/ DRAWN.• l . i CHECKED: GBS ]ELLU GTO ""®AD IIOB NO.: 1930 1 DATE.• 3-13-06 DRAWNG NO.: 1930-cb/do-mod.DWG®NTIHI�®1E89 tC®NEt�'�((;v7I` FOUNDATION PLANTINGS FOR EACH 'A' UNiT (QUANTITY. 8) FENCE OP 4-HF 1-RC i-P RESIDENTIAL UNIT -- 'B' 'AND 'C' FOUND, SG�ALE 1 "= 20' n r---4-TM DRIVE PAVER SMWAIX RESIDENTIAL UNiT -- 'D.'­ FOUNDA SCALE 1 "= 20' SEA o n a 1. UNLESS OTHERWISE NOTED. EXISTING UTILITY z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION, ALL EXISTING UTILITIES SHOULD T" RF FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. l 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE e OF THE PROFESSIONAL ENGINEER/SURVEYOR. SALE 1 "=20' B 05/12/06 7 03/29/06 6 1 12-01-05 5 5-13-05 4 4•'•2V-DJ 3 3-30-05 2 3-10-05 1 2/16/05 NO. DATE -SJ -HF PLANTING //.r.-2--SJ 1-RC 7-HF PLAN JD FENCE T TOP PER TOWN COMMENTS LANDSCAPE SITE PLAN MODIFICATION CHANGE ORDER -BUFFER MODIFICATION REVISIONS FINAL APPROVAL CONDITIONS V IIIl'iA,c DEI�IvN oASiN GENERAL GENERAL/UNIT REV. PER TOWN COMMENTS DESCRIPTION PLANT OPTIONS PLANT NAMES: QTY. SIZE SPACING JH) JUNiPEROUS HORIZONTAUS 'JADE RIVER' 2 1" SPRD./CONT. 5' O.C. JADE RIVER HORIZONTAL JUNIPER (HS) HEMEROCALLIS ' HAPPY RETURNS' 3 2 YR./#1 CONT. 2' O.0 HAPPY RETURNS DAYLILY (HF) HOSTA ' FRANCEE' 9 #2 CONT. 2' O.C. FRANCEE HOSTA (PA) PENNISETUM ALOPECROIDES 'VAR.' 1 ##2 CONT. 3' O.C. LITTLE BUNNY FOUNTAIN GRASS (TM) TAXUS MEDIA 'EVERLOW' 0 24'HT./ CONT. 3' O.C. EVERLOW YEW (SJ) SPIRAEA JAPONICA 'LITTLE PRINCESS' 5 24"HT./ CONT. 3' O.C. LITTLE PRINCESS SPIREA (RC) RHODODENDRON PJM 'COMPACTUM' 7 24"HT./ CONT. 5' O.C. COMPACT PJM RHODODENRON SHRUB BEDS W/ 3" SHREDDED BARK MULCH NOTE: FOUNDATION PLANTING TO BE MODIFIED AS NECESSARY FOR SiDE-LOAD GARAGES. rvVl1IUMIlV 4 r"LIAIVIILVM75 rVK LAc;rt b ANU (;- UNIT (QUANTITY: 11) PLANT OPTIONS PLANT NAMES: QTY. SIZE SPACING JH) JUNIPEROUS HORIZONTALIS 'JADE RIVER' 3 18" SPRD./CONT. 5' O.C. JADE RIVER HORIZONTAL JUNIPER (HS) HEMEROCALLIS ' HAPPY RETURNS' 9 2 YR./#1 CONT. 2' O.C. HAPPY RETURNS DAYLILY (HF) HOSTA ' FRANCEE' 6 #2 CONT. 2' O.C. FRANCEE HOSTA (PA) PENNISETUM ALOPECROIDES 'VAR.' 1 ##2 CONT. 3' O.C. LITTLE BUNNY FOUNTAIN GRASS (TM) TAXUS MEDIA 'EVERLOW' 0 24"HT./ CONT. 3' O.C. EVERLOW YEW (SJ) SPIRAEA JAPONICA 'LITTLE PRINCESS' 6 24"HT./ CONT. 3' O.C. LITTLE PRINCESS SPIREA (RC) RHODODENDRON PJM 'COMPACTUM' 3 24"HT./ CONT. 5' O.C. COMPACT PJM RHODODENRON / / SHRUB BEDS W/ 3" SHREDDED BARK MULCH NOTE: FOUNDATION PLANTING TO BE MODIFIED AS NECESSARY FOR SiDE-LOAD GARAGES. FOUNDATION PLANTINGS FOR EACH 'D' UNIT (QUANTITY: 7) PLANT OPTIONS PLANT NAMES: QTY. SIZE SPACING JH) JUNIPEROUS HORIZONTALIS 'JADE RIVER' 0 18" SPRD./CONT. V O.C. JADE RIVER HORIZONTAL JUNIPER (HS) HEMEROCALLiS ' HAPPY RETURNS' 6 2 YR./#1 CONT. 2' O.0 HAPPY RETURNS DAYLILY (HF) HOSTA ' FRANCEE' 7 ##2 CONT. 2' O.C. FRANCEE HOSTA (PA) PENNISETUM ALOPECROIDES 'VAR.' 1 #2 CONT. 3' O.C. LITTLE BUNNY FOUNTAIN GRASS (TM) TAXUS MEDIA 'EVERLOW' 4 24"HT./ CONT. 3' O.C. EVERLOW YEW (SJ) SPIRAEA JAPONICA 'LITTLE PRINCESS' 2 24"HT./ CONT. S O.C. LITTLE PRINCESS SPIREA (RC) RHVDODENWKVN PJM 'COMPAQIUM- 5 24"HT./ CONT. 5' O.C. COMPACT PJM RHODODENRON /= SHRUB BEDS W/ 3" SHREDDED BARK MULCH NOTE: FOUNDATION PLANTING TO BE MODIFIED AS NECESSARY FOR SIDE -LOAD GARAGES. -01IMI)ATi0KI PI ANTIM(-1:Z CnR nnAALAI InHTV 01 NI nlnln PLANT OPTIONS VLANT NAMES: QTY. SIZE SPACING JH) JUNiPEROUS HORIZONTALIS 'JADE RIVER' 0 18" SPRD./CONT. 5' O.C. JADE RIVER HORIZONTAL JUNIPER (HS) HEMEROCALLIS ' HAPPY RETURNS' 5 2 YR./#1 CONT. 2' O.C. HAPPY RETURNS DAYLILY (HF) HOSTA ' FRANCEE' 8 ##2 CONT. 2' O.C. FRANCEE HOSTA (PA) PENNISETUM ALOPECROIDES 'VAR.' 3 ##2 CONT. 3' O.C. LITTLE BUNNY FOUNTAIN GRASS (TM) TAXUS MEDIA 'EVERLOW' 6 24'HT./ CONT. 3' O.C. EVERLOW YEW (SJ) SPIRAEA JAPONICA 'LITTLE PRINCESS' 5 24'HT./ CONT. 3' O.C. LITTLE PRINCESS SPIREA (RC) RHODODENDRON PJM 'COMPACTUM' 4 24"HT./ CONT. 5' O.C. COMPACT PJM RHODODENRON (MS) MAWS SARGENTII 1 2" CAL./ B&B SARGENT CRABAPPLE II IFNV U7 Bc05 tiY/ 3" SHREDDED BARK MULCH RLB RLB RLS 3" HIGH EARTH SAUCER (TYP.) 3" SHREDDED BARK MULCH REMOVE BURLAP AND TIES FROM TOP 1 /3 BALL 1" SHREDDED BARK MULCH GROUND COVER BEDS COMPACTED SUBGRADE (TYP.) PLANTING SOIL MIXTURE (,TYP.) + 12" SHRUB PLANTING BEDS N.T.S.. DO NOT HEAVILY PRUNE THE TREE AT PLANTING. PRUNE ONLY CROSSOVER LANES CO -DOMINANT LEADERS AND BROKEN OR OEAb BRANCHLESS, MAY BE PRUNED. HOtAND h U, LATERAL NOT REµpVES THE TERMINAL RODS OF BRANCHES THAT E%TEND TO THE £OGE OF FIVES STAY TREES ONLY UPON THE AAAROVAt OF TH£ LANDSCAPE ARCHITECT WRAP TREE TRUNKS ONLY UPON THE APPROVAL OF THE LANDSCAPE AR(A•NTECT. INN THE THE EURSERY AN0 ROTATE TREE" TPOOS$SLENORTH AT THE SITE WHEN EVER SCRADTOP R2T HVCFL IN SLOWLY FLUSH 2�NTD NND NOIOLS. 200 UM (8 IN.) ROOT FLAIR SHALL BE A UIYOLUM Of 2" ABOVE THE FINISH CM 10D MM .4 iN.) HIGH EARTH SAUCER 50 MM ((2MULCH. DO }gyp PUKE „'i ,"t'+ ',';;,', BEYOND DGE OF ROOT BALL MULCH. iN CONTACT 111TH TREE TRUNK. MAiLLTAIN THE MULCH WEED -FREE FOR ',',',`; , , ; , , , , , , , , , , , , , , , , , , , REMOVE ALL TWINE, ROPE AND 1YIRE, AND A MIriNNG. °'`�� "" "' "" " """" +" BURLAP FROM TOP HALF OF ROOT BALL IF PLANT SS SHIPPED WITH A WIRE BASKET AROUND THE ROOT BALL CUT THE WIRE BASKET W FOUR PLACES AND REMOVE UPPER TWO-THIRDS OF BASKET. PLACE ROOT BALL ON UNEXCAVATEO OR TAMPED SOIL. TAMP SOIL AROUND ROOT BALL SO THATLROOT WITH WOES NOTUSHIFT. NOTES 1. NO MULCH WITHIN 3" OF TREE. PLEASE REFER TO INTRODUCTION AND USE CRITERIA PRIOR TO USING THIS DETAIL. 2. THIS DETAIL ASSUMES THAT THE PLANTING SPACE IS LARGER THAN 2400 MM (8 Ff.) SQUARE, OPEN TO THE SKY, AND NOT COVERED BY ANY PAVING OR GRATING. 3. TREE PITS SHALL BE A MINIMUM OF TWO TIMES THE DIAMETER OF 714£ PLANT'S ROOT BALL . 4. WATER SHALL BE APPLIED AS REQUIRED TO h;LLi SOIL CONDITIONS THROUGHOUT CONSTRUCTION AND WARRANTY PERIOD.. B&B TREES IN ALL SOIL TYPES N.T.S. t.,04� HUNTER GREEN COLOR (TYP,) IVORY CREAM COLOR //-LETTERINGI* HUNTER GREEN COLOR 30"h x I08V (22.6 sq. ft.) • depth of sign panel T80 i w+w+wil � � wr{�wrll ... . IM11 {IPNIM iMMt /M4 M >MLw�tiwArtMlN{iws>{{I�sAwliiiir'wiiliiiiiSiili�i�r LtM[MMlrwllr�{{Ilarlwll.a►.rwrww�r.w�wrrNla>,w{aTlawlr�{►a�I�rplwtllrrl r*,;.w,rry, �ww{�+Wre�w�ir.late»��Kco1�Irl..rDow>Iwr�s�r�_�,-..,a�+.w LANDSCAPE PLANTING SCHEDULE* QTY. TECHNICAL NAME COMMON NAME SiZE COMMENTS MATURITY SYM. HEIGHT/SPREAD M$ AF 13 ABIES FRASERI FRAZER FIR 6' HT B&B 30'/20' AG 3 ACER GiNNALA 'FLAME' FLAME AMUR MAPLE 1 1/2" CAL. B&B 15'/15' AM 12 AMELANCHIER CANADENSIS SHADSLOW SERVICEBERRY 1 1/2" CAL. B&B 20'/10' CK 6 CORNUS KOUSA 'HETZII' HETZI KOUSA DOGWOOD 1 1/2" CAL. B&B 25'/15' LS 9 LIQUIDAMBAR STYRACiFLUA STERILE SWEETGUM 2 1/2-3" CAL. B&B 60'/40' FP 7 FRAXINUS PENNSYLVANICA 'NEWPORT' NEWPORT GREEN ASH 2 1/2-3" CAL. B&B 45'/30' JV 3 JUNIPEROUS VIRGINIANA EASTERN REDCEDAR 6' HT B&S 40'/15' MS 8 MALUS SARGENTII SARGENT CRABAPPLE 1 1/2" CAL. B&B 10'/12' MSR 11 MAGNOLIA STELLATA ROYAL STAR MAGNOLIA 1 1/2" CAL. B&B 15/10' 'ROYAL STAR' PG 16 PICEA GLAUCA WHITE SPRUCE 6' HT. B&B 40'/15' PG2 21 PICEA GLAUCA WHITE SPRUCE 12'-14' HT, B&B 40'/15' PP 55 PICEA PUNGENS BLUE SPRUCE 12'--14' HT. B&B 30'/20' PS 11 PINUS STROBUS EASTERN WHITE PINE 6' HT. B&B 50'/30' FIN 13 PINUS NIGRA AUSTRIAN PINE 6' HT B&B 50'/20' QR 9 QUERCUS RUBRUM RED OAK 2 1/2-3" CAL. B&B 60'/40' TO 13 THUJA OCCIDENTALIS 'DOUGLAS DOUGLAS PYRAMIDAL ARBORVITAE 6' HT B&B 18'/10' SHRUQ.aa PYRAMIDAL' IC 15 ILEX CRENATA 'HETZII' HETZI JAPANESE HOLLY 18"-24" HT. CONT. JC 6 JUNIPEROUS CONFERTA BLUE PACIFIC JUNIPER 18"-24" SPRD. CONT. 2,/6, VC 5 VIBURNUM CORYMBOSUM HIGHBUSH BLUEBERRY 3'-4' HT. CONT.(5' O.C.) 8'/5' VP 13 VIBURNUM PLICATUM 'SHASTA SHASTA VIBURNUM 3'-4' HT. CONT.(5' O.C.) 81/5' PO 15 PHYSOCARPUS OPULIFOLIUS 'MONLO' DIABOLO NiNEBARK 24" HT. CONT. 4/4' RC 50 RHODODENDRON CATAWBIENSE WHITE RHODODENDRON 3'-4' HT, CONT.(5' O.C.) 10'/6' TM 0 TAXUS MEDIA 'HICKSII' HICKS YEW 2' HT. CONT.(3' O.C.) 3'/3' (SHEARED) (*) LANDSCAPE PLANTING SCHEDULE DOES NOT REFLECT PLANTS OR QUANTITIES FOR THE FOUNDATION PLANTING`'- FINAL PLANT TYPE AND QUANTITY TO BE ADJUSTED IN THE FIELD AS REQUIRED BY OWNER'S REPRESENTATIVE FOR EACH UNIT. SEE INDIVIDUAL UNIT LAYOUT FOR FOUNDATION PLANTINGS LIST AND QUANTITY PER UNIT. (**) LANDSCAPE PLANTING SCHEDULE DOES NOT REFLECT PLANTS OR QUANTITIES FOR THE LOT 3 ALTERNATIVE 1A. SEE SHEET L1A. brick approx. 1211 deep -. PROPOSED SiGN LIGHTING mortar base approx, 24`1 deep 4211 concrete base I approx. 40" below ground •_•• mortar base appro&12{„glTw ........................ .p...r .. -.• - 80 tooting �.L...,.. -_ =� _ : •footing approx. 3w dsep .....,...a.. ....�. ...-.�....._.................................. ..........,................ i �..... ......................... footing appro4; mo,f ..................s. ' �'i�ITI�AAIf�r=' r+r�nllc.tl'� clf�e\u {.-{v {L.A-�LVVI.-. \71�vvi�1LJ JIt?fVl N.T.S. L.AN99QAPE N©TES; 1. ALL EXISTING TREES TO REMAIN SHALL BE SHAPED OR PRUNED WITHIN THE DEVELOPMENT AND ALONG THE PERIMETER OF CONSTRUCTION LIMiT AS REQUIRED BY LICENSED ARBORiST. 2. ALL AREAS DESIGNATED AND ALL AREAS DISTURBED NOT RECEIVING A SPECIFIC SURFACING, SHALL BE SEEDED SHALL RECEIVE FOUR (4) INCHES OF TOPSOIL, SOIL AMENDMENTS AND MULCH, WATER AND MAINTAIN LAWN AREA UNTIL ALL AREAS ARE STABILIZED AND ACCl=PTED BY OWNER'S REPRESENTATIVE. TOPSOIL SHALL BE LOAMY FRIABLE SOILS FREE OF SUBSOILS & ROCKS GREATER THAN 3/4' AND OTHER DELETERIOUS SUBSTANCES, pH OF TOPSOIL SHALL BE BETWEEN 5.5 & 6.5. PARTICLE DISTRIBUTION SHALL BE: GRAVEL LESS THAN 10% COARSE TO MEDIUM SAND 30-65% FINE SAND 5-20%, VERY FINE SAND 0-20% SILT 15-25% CLAY 15-25% 3. LAWN GRASS SEED MIXTURE: A. SEEDING MIXTURE TYPE 1 (LAWN AREA): BLUEGRASS BLEND (3 VARIETIES) 507 OF MIXTURE CHEWINGS RED FESCUE 30% OF MIXTURE PERENNIAL RYEGRASS 20% OF MIXTURE APPLICATION RATE: 4.50 LBS PER 1000 S.F.WITH WOOD HYDRO -MULCH ® 1200 LBS. PER ACRE. B. SEEDING MIXTURE TYPE II (LOW MAINTENANCE) TALL FESCUE 70% OF MIXTURE PERENNIAL RYEGRASS 10% OF MIXTURE CREEPIt,'- RED FESCUE 10% OF MIXTURE ALSIKE CLOVER 5% OF MIXTURE REDTOP 5% OF MIXTURE APPLICATION RATE: 3.50 LBS PER 1000 S.F.WITH WOOD HYDRO -MULCH ® 1200 LBS. PER ACRE. f', iFtutAfTRAPV %frf__1 TA-M1C nnvrO -. %­ I n I I V" VV V"r% SEEDING DATES: MARCH 1 TO JUNE 15 AND AUGUST 1 TO OCTOBER 1 PERENNIAL RYEGRASS 100% APPLY ONE POUND PER 1,000 SQ. FT. WITH WOOD HYDRO -MULCH AT 1200 LBS. PER ACRE. 4. ALL TREES AND SHRUBS SHALL MEET THE AMERICAN STANDARDS FOR NURSERY STOCK, ANSI Z60.1 BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION. ALL TREES SHALL HAVE A CENTRAL LEADER. ALL TREES SHALL BE FRESHLY DUG WITHIN 30 DAYS OF DELIVERY TO THE PROJECT SITE, ALL TREES PLANTED WITHIN THE TOWN'S STREET TREE EASEMENT MAY NOT BE REMOVED WITHOUT APPROVAL OF THE TOWN'S PUBLIC WORKS DIRECTOR. 5. PLANTING SEASONS: SPRING - MARCH 15 TO JUNE 10 FALL - SEPTEMBER 15 TO NOVEMBER 15 6. PLANTING SLASON VARIANCE: IF SPECIAL CONDITIONS EXIST TO REQUIRE PLANTING OUTSIDE THE ABOVE SPECIFIED DATES, THE CONTRACTOR SHALL SUBMIT IN WRITING FOR PERMISSION BY THE OWNER'S REPRESENTATIVE. ANY VARIANCE IN THE PLANTING SEASON WILL NOT AFFECT THE ONE YEAR GUARANTEE PERIOD. THE WARRANTY FOR THE 12'--14' EVERGREEN TREE PLANTINGS FOR THE SOUTHERLY LANDSCAPE BUFFER (BERM ONLY): 5YEARS 7. SUBSTITUTION OF PLANTS WILL NOT BE PERMITTED UNLESS APPROVED IN WRITING BY THE OWNER. 8, PROVIDE A MINIMUM OF 12" OF PLANTING SOIL MIXTURE IN ALL PLANTING BEDS. 9. PLANTING SOIL MIXTURE (BY VOLUME) SHALL BE EQUAL TO: A. BARK MULCH- 107.-12% B. COURSE SAND- AS NECESSARY C. CLAY LOAM TOP SOIL- AS NECESSARY D. SOIL AMENDMENTS- AS -RECOMMENDED BY TESTING SOIL MIXTURE SHALL CONTAIN THE ABOVE TO ACHIEVE THE FOLLOWING GRADATION RANGE: A. GRAVEL -LESS THAN 1O% R, r0 ARSE/ A9MIA^1 SAND- 559V=65% C. FIND TO VERY FINE SAND- 15%--25% D. SILT- 107o--20% E. CLAY- 157.-207. 10. SOIL AMENDMENTS: A. LIME SHALL BE PELLETIZED LIME MANUFACTURED TO MEET AGRICULTURAL STANDARDS AND CONTAIN A MAXIMUM OF 60% OXIDE. (I.E., CALCIUM OXIDE PLUS MAGNESIUM OXIDE). LIME APPLICATION TO LAWN AREAS SHALL ACHIEVE A REQUIRED LOAM pH OF 5.5-6.5 AND APPLIED AT RATES RECOMMENDED BY THE SOIL TESTING LABORATORIES. B. FERTILIZER SHALL BE OF A FORMULA INDICATED BY THE SOIL TESTING TO ACHIEVE A MINIMUM OF ONE POUND OF NITROGEN PER 1000 S.F. OF `. ''DIN AREA. FERTILIZER SHALL BE A MINIMUM OF 50% ORGANIC SLOW -RELEASE COMPOSITION. 11. DEAD OR U A iNG PLANT MATERIAL SHALL BE REPLACED BY THE DEVELOPER DURING THE FOLLOWING PLANTING SEASON OF THE FIRST YEAR WARRANTY. -MIE RELICANT AIAAA f'_AM4ZT 011f%'rI^M nn IT.1r 658 ELLINGTON ROAD SOUTH WINDSOR, CT. 06074 TEL. (860) 282-0628 - - ----- ----- ■ Tel. 860.291.8755 PREPARED FOR: RLB ® Fax 860.291.8757 TEE SHEET Rl.o G0 20 SCALE /� w&i/ELM tlV l ? LS lJ''�i(V l G� �s %� %� %� ofessionals, ine MNQ�_/A1rQVe a 0 20 ,10 80 ��ii it 1 .(./ �� �.VS RLS (ntFEET) Cyr civil engineers • planners • surveyors DESIGN: RLB DRAWN: RAM CHECKED.' GBS o ����'(�� ���� L2 cIw 1 inch = 40 ft. ® landscape architects • gis • gps Job NO.: 1930 DATE 12-15--04 �Y 165 South Satellite Road, South Windsor, Connecticut 06074 DRAWING NO.: ��`t�tU7T`IH[ �� 1930--LI--SRD.DWG L2`____ ORtt:TIIl(:IUT ... ,,...-. a ,It al,lr al , ■1 1■ - ti ■Itl al,It ■ Ilt ■ !t■ Itlt al 1 rl,r ,sl,trtt-rt�lrt,r'liittt �_ ___= irn 11 li I 11 I I 1/Ir 1 nr t llr n1 Ron rnl/ ianitnu ■nu r I nr ul rnulrau !I I I I I I I I I i 1 rlRltll Rlt Irllturrrt 1 I lrlatl ltl rtl ttl,t n I 1 = =-I I Ir talc!! ,cool I I! 1 1 I !I 1 Illt 1 1 Illltl MIIIt I I I I i t IM t IIR tlll t IIr Ir 1 1 I Ir 1 llt 1 IIR=-==--_- _�Iraalrlr�` r... ,�1.. � �:= l,rl fY-Il1Y I11■ ,� t 1 --11 It __ IIR 1 / r t IIMI 1 - IM ! 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North P- Riser AD. Area Drain DF. Drinking FountainI.D.inside 9 F.C.O.FLIJ. Floor Gieanout MSUL. Insulation N.I.C. Not In Contract RAD. Radius ADJ. Adjustable DET. Detail FG. Fibergglass -Drain MT, Interior NO. or • Number RD. Roof Drain AFF. Above finished Floor DIA. Diameter F.D. Floor NOM. Nominal REBAR, Reinforcing Bar AGGE. Aqgregate DiM. Dimension FDK Foundation JAW. Janitor N.T.S. Not To Scale REF. Reference ALUM. A(�uminum DISP. Di5 F.E. Fire Extinguisher JT Joint REFRIG. Refrigerator APPROX Approximate DR Down�� REL. Fire Extinguisher Cabinet JSTS. J Joist OA. Overall REG. Register ARCH. Architectural DAD. Door Opening F.HL. Fire Hose Cabinet O.C.On Center REif. Reinforced ASB. Asbestos pP- Doff FK Finish KIT. Kitchen OD. Outside Diameter REQ'D, Required ASPN. Asphalt DWR. Drawer FLR. Floor OFF. Office RESIL. Resilient A.T. Acoustical Tile FLG. Flashi LAB. Laboratory 0(A, i O posi�e RM. Room DWG. Drawing FLUOR Fluorescent LAM. Laminate OFF. RA. Rough Opening BD. Board FD.C. Face of Concrete RRoouuqg -and 51 M. BLDG. Bituminous Building E. EA East Each FAF. F.O.S. Face of Finish Face of Stud L� Locakterg PMEJ. PMF. 4951989 r Joint RIS RUUD. Rod shelf Redwood BLK. Block EF. Exhaust Fan FF'�• Fireproof LT. Light PL. Plate RWL. Rain Water Leader BLKG. Blocking Eli. Expansion Joint F.S. Full Size MAX. Maximum PLAM. Plastic Laminate BM. Beam EL. Elevation FT. Foot or Feet M.C. Medicine Cabinet PLAS• Plaster S.C. solid Core BOT. Bottom ELEC. Electrical FTG. Footing MECH. Mechanical P-YWD• Plywood SF. Square Foot ELEV. Elevator FUT. Future MEMB. Membrane PR. Pair $Q. Square CAB. Cabinet EMER Emer enc 9 9 GA. Gauge 9 MFR Manufacturer P.C. Precast STD. Standard CB. Catch Basin ENCL. Enclosure- GAI.v. Galvanized M.H. Made P.T. Paper Towel STL, Steel GEM. Cement EF. Electrical Panel Board G.B. Grab Bar MIN. Minimum PTN• Partition STOP, Storage CEP- Ceramic EQ. Equal GL. Glass MIR Mirror C.I. Cast iron EQUIP. Equipment GND. Ground MiSC. Miscellaneous Q.T. Quarry Tile UG Tongue t Groove C.1. CLG. Control Joint Ceiling EXIST. EXPO. Existing Exposed GR. G.G. Grade General Contractor M.O. Masony t T.O. T.OF. Top of Top of Floor ML. Micro=LamBeam CLKG. Caulking EXP. Expansion GYP. Gypsum MTD. Mounted TD.S. Top of Stab CL. Closet EXT. Exterior GWB Gypsum Wallboard MTL. Metal TA.W. Top of Wall CLP- Clear MUL. Mullion TYP. Typical CI-ili COL. r-eyA .re+P MAAeWrtl IIAlt COlumn _ Hmv. H.C. Hom Bib Hollow Core YGT vinyl Composition Tile CONC. Concrete HDWD. Hardwood v.IF. verify in Field CONK. Connection NDWR Hardware V.W.C. vinyl Wail Covering CONSTR. Construction H.M. Hollow Metal CONT, Condinuous HORiX. Horizontal W/ With CORK Corridor HR Hour WD, Wood CS. Courses HGT, Height W.H. Water Heater CTSK Countersink HCP. Handicapped W/0 without CNTR. Counter N.W. Hot Water Heater WT. weight CTP- Center CD. Cased Opening SYM50L LEGEND A� MDICATES CONSTRUCTION ASSEMBLY. SEE DETAILS ON A-1 SPIFFY A•3 ,4-2 xl l MDICATES DIMENSION FROM FACE OF FRAMING A-3 Q-4 s o°t°n _ M ICATES REFERENCE TO BUILDiN�s SECTION ' -� A4J .°✓heat r A.t.i >st+nt 0 &" • INDICATES F9FIRENCI TO WALL SECTION �Detail $= Sheet � INDICATES REFERENCE TO CONSTRUCTION DETAIL A4.1 petal) I MDICATES REFERENCE TO INTERIOR ELEVATION. C A-3 A � �bhsel • Nei INDEX OF DRAWING5 COVER SWEET t PROJECT NOWATiON Code Inforamtion E Foundation Plan Floor Plan 4 Interior Elevations Roof Plan E Roof Truss Diagrams Elevations Mildina Sections and Wall Section cooE INFOWATIou SOURCE: 2003 international Building Code portion or the 2005 State Building Code Assembly : 610 5F/ 15 person : 45 People GROUP CLASSIFICATION: CONSTRUCTION CLASSIFICATION: AREA LIMIT HEIGHT LIMIT A-3 A4sembly- Recreation center VB Unprotected combustible Required bow SF. I Stork Provided L 84 SF. i Storu FIRE RESISTANCE RATNGS: Required Provided _- EXTERIOR WALLS LCADDIARINO elo to 30) 0 WR X�.-• —. --- NONLOADBEARINCs 0 14R 0 HR INTERIOR WALLS NTERIOR BEARNG WALLS 0 HR N/A NTERIOR NON -REARM WALLS 0 HR 0 HR FLOOR CONSTRUCTION 0 HR 0 HR ROOF CONSTRUCTION 0 HR 0 HR FIRE WALLS 4 PARTY WALLS 2 HR N/A FIRE SEPARATION ASSEMBLIES STAIR ENCLOSURES i HR N/A $HAFT ENCLOSURES 1 HR N/A MIXED USE SEPARATION N/A N/A FIRE PARTITIONS EXIT ACCESS CORRIDORS i HR N/A PROTECTION OF HAZZARD$ MECHANICAL ROOM i HR or 5PRIWLER.ED 1-HR DRAFTSTOPPNG N/A _ FLOORS 3000 SF. max wA ATTIC vertical Exits 4 Exit Exits access corridOrs Rooms 4 enclosed FNi6H RATNGS Passageways 4 other exits spaces interior Finishes Glass A Class 5 Class C interior Floor Finish Class iI Class it DOC FF-1 OCCUPANT LOAD 48 People EGRESS REMOTENESS TRAVEL DISTANCE COMMON PATH OF TRAVEL DEADEND CORRIDORS HANDICAPPED ACCEWBILITY 61DRIW-LIR SWIM FIRE ALARM SYSTEM FiRE EXTINGUISHERS Office = 98 SF/ 100 person = 1 Person Kitdhn: 160 SF/ IM person : 2 Person 2 Means Required _ 2 Means Provided (2 HCP accessible) 1/2 Overall diagonal= 1/2 (5ro'-0") = 25'-0" required 34' provided ALLOWABLE ACTUAL 200' 49' (max.) 15' 11' 20' 11' - Provided throughout Not Required not pro_ vidrd NOT. RGG.tuir edA not rwOv IO'S'd Provided 11 R 42'-ro" 26'-0" 16'-6" 3'-0" �! -- ----r..-------------------� I1----------------------- I Top of Wail ! I �I I ( 4" Conc, slab over EI.- - -0� I I I �/----- roll compacted gravel fill I I { Compacted structural.�/� I I fill (95% compaction) I i Top Of Wali a { { I El.= 4-0° ? { I I IL I I I 1--- ---1 I------- -- _----- -------I L---I l I i A-5 I------------------------- ----. --_---� -- I I I I e i I I I I I i I - I ! I ! I Top or Wall I E1.--0'-11/2" ( ! I { I I I I i I I Top of Shelf Top of Slab ! I { EL= 4-0" El.- 0'-0" I ! 1 I I I ! I I I I I 0excyated 1 I 411 Conc, slab over I 6 mil. poly vapor barrier over I 6, compacted gravel fill I I I I i —Compacted structural rill (95go compaction) I slab'kl'-0" Haunchad I I I I I " S Thick cone, Foundation walls ou - otNs (yt pa I i 2" Wide slab I shelf around I i entire perimeter ! ir— I I ! i I i I I _ I I i I L_- ir-----------------i i--- I ---:j I ! II I I L ---------------� I 13'-0" 1 _ 13'-0" FoUNDATiON PLAN SCALE: I/4":I'-0" 42' 4" I ------------------� I Compacted structural fill (559. compaction) I I I 4" Conc. slab over T of Wall I { 1 �--- b" compacted gravel Fill ------_-.-_.---- — ------- ---------_J 2 AA-5 Teaberry Estates Community Center SOUTH WINDSOR, CT J.M.J. Construction. Company, LLC SOUTH "WINDSOR, CT David Gos1M* Architect I906 MAIN STREET P.O. BOX 412 EAST WIINTDSOR HILL, CT 06028 TEL (860) 289-4858 foundation Dian Date FEB. 12, 2006 Dnwn DG A-i i IF lar to Far CILS t �ifls 8"o stat uds. as a oa. at field typ. bosh sidss) Existing 2x4 wall framing 3Y Sound attenuation insulation NOTES: Wait assembly shall be continuous, From top of deck to underside of wood roof trusses 1-HR RATED EXISTING PARTITION Al SCALE: 3'=i'-0' UL. No. U305 > 1-HR RATED SCALE: i-1/Z";11-0N ered roof Mfg " Batt insulation niL polytsthytena barrier iWB per erldtcular to s. Feat with i-!/4/4" acxews 0 a.c. at edges and 12"o c at field 36'r Blind cab. _ H[G' I � � Insulate all pipes—---- L 39" i$. 311 48N under s* prw, Blind cab. (HCP) FA-1 KITCHEN, ELEVATIONS Wall mounted lavatory SCALE: Llur, 1 MWA o 245(36' Mirror 30" Swing c grab ba /24- ------- 1. i � M ig• Insulate all pi 1$■ IS C." HCP tvllcr under sink min. ..... - a NOTE: ' -'- - -1.i l_i—_1., r— .. wfit... All tnAdV""0%n A^-A:MA^r OCK 1, r-roVIQB 0011, DIf/(:IJi1G�r rcn uivlalrn rJ u.. TOILET ROOM ELEVATiONS SCALE: 1/4"=1'-0' Fill 15" 30" 9" 3b" .rrn vinnrt YfA»�!} 31" { L 01 p)ba planes (�HGP) (HHCCP) Handicap Accessibllity Notes: I. 'Oiled exhaust hood shall be conf2'Oiled bu wail mounted switches within 48' abi5va Mk*h floor. 2. R& a shall have controls located onWont of range. I'm Call for aid switch with pull chain i-IR" Dia, grab gars *A* C1111rvr Amin grab ba Yinyt wall base 2$'-0' ands 4" Conc. s alb vutsui►rig i-Hr rated, s Ref, adoor eir closing ~� ►�, ice— �34 o ( 3 YCT 'B A_2 / � i i Recessed firer 41 extinguisher A Attlo- Arr-~ 6010CA_ -- 1x6 Exterior wall framing at ib'= 42' -6" 16'-6" 13'-0" 1'-10" IT-4" 2'-411 Provide 1-14R rated dbcalling 1 A-5 Mechanics, i � `�" Sealed conk. Provide i-HR a �' rated room — enclosure 2036 2036 rA�Store a �0 0/ i\�. ' carpet ► 1 Oi I 1 i YCT I 2-2668 — B — — — U --C --2 A-2 A 2 z 8 30" A-2 � �1 Ida II -1 3 YCT 4068 C.Q. 30b8 N 40 h �i1 ( Vestibule Office s° a �I ( YCT �" e Il H Meeting' Room Carpet $ I I i i sl I j above Circletop i I ',. 6'-6" 26'-0' 2849 outtswing CoV� aorch . a 4" Cons slab 2-2xI0 Boxed bean 10" Dia. tapered e �lerrina-casts columns 6'40" I. 6'-6" L 3'-b' L _ l'-10' �, 51-2u FLOOR PLAN vF SCALE: 1/4' 41.0" 131-04 42'-6" iA 0 n 2 AA.5 REVISED: MARCH 29, 2006 Teaberry Estates community Center SOUTH WINDSOR, CT IJ.M.J. Construction I Company, LLC - - SOUTH WINDSOR, CT David Gostin Architect I906 MAIN STREET P.O. BOX 4I2 EAST WINDSOR HILL, CT 06028 TEL (860) 289-4858 Floor Plan Due FM. I2, 2006 1n" l* 1 131-01, 1 it 11.011 1'-0" Trt 1AA Tt mfo tr`_, 9 V'stew e ��rw VAW M 0 %#o 2V-0" a 111 ROCF NOTE& I'-0" 11.0ti 1. Provide ice and water shields alonq all eaves, at all valleys and around all roof penetrations. 2. Provide 30 war architectural asphalt roof shingles over 15 roofing paper. 3. Provide ricips vents at all ridges and perforated Vi I soffit panels to provide oper attic v6ntilatlon. 4. Provide alum. gutters and rain leaders. 5. All overhangs shall be I'-0" unless noted otherwise. ROOF TRUSS NO Provide shop drawings with Connecticut engineer's stamp d seal for review. Trusses shaA be engineered according to loads listed below. 5rac.*'ie Notes, 1. ,All bracino shall conform to the requirements of B1IT-16 of the Truss Plate htituta, TemporaN bracing *Nll be provided a6 requlreal by va contractor. 2. Lateral bracing for individual truss members shall be designed N truss manufacturer. This lateral bracing, if required, shall be continuous and shall be terminated at each end with diagonal bracing in t1v plane of the web member. 3. Provide 2x(o x-bracing in the plane of the web at 25'-0' (maximum) intervals. S`rd i it" 11i M'� Roof Trusses (LL Defl. = L/480) Top Chord LL= 40 psf Top Chord DL= 15 psr Bottom Chord LL= 30 psf Bottom Chord Mr 15 psf 2/ '-01, 1(0'-(0" VM Teaber y Estates SOUTH WINDSOR, CT J.M.J. Construction Company, I..I,C David osl Architect 1906 MAIN STREET P.O. BOX 412 EAJ 1 WINDSOR HILL, C.1 06028 TEL (860) 289-4858 -ROOFPLAN SCALE: C-1 Ihce FEB. 12, 2006 nnwn DG r -1 11 luel,% SCALE: V4' -011 $10E ELEVATION 610E.""ELIEVATIGM =ALE: FRONT ELEVATION $CALE. W"4-0" E I r V a-� tion Note,$-# L Provide vinyl siding (double 42) over air infiltration barrier. 2. Provide metal clad Fascia and rake trim. 3. Provide 30 qear archtecujfal asphalt root shingles over S rooFirQ paper. 4, Provide vinyl window surround trim at all doors and windows. IPNIlV,,4WCI V^^ —',,- I �pll1, (hww Asphalt roof ahingle6 Metal clad fascia and rake (tpj Perforated vim[ soffit panels(t�p,) 'Perms -cast columns , F, P n1 n Ei -ji, (tv) 11 A u I l�l r= VINI siding and trim I V-1 eabern,7 1ates J 0 Cumna-0-nity Center SOUTH WINDSOR, CT J.-MI.J. Constriction 4 Ai-cchitect 1906 MAIN STRUT P.O. BOX 412 EAST WINDSOR HILL, CT o6028 TEL (8o',0) 289-4858 r--� i -- 11. Due FEB. 12,2006 D=wn DG A,A ��t -- " -C M 9 A�p1alt roof ahinglea oJer'15 roofing Felt 12 Pre-8ngx�eered roof tr7i saes 9 24"o.c. Shea thiPiGo� 'Simpson' h rr straps at ea. Alum. Metal --� clad fascia d 112" Diax16" anchor bolts a 48"o�c. I TYPICAL WALL SECT ION 1/2" GWB walls and ceiling Perforated vinyl sorrit panels 2-2x8 Header ----- 2x6 Stud framing 1116"o.c. Plywood sheathing vinyl siding over �---'�7e,' alr%Filtration TArrier ----112" GU6 walls and ceiling R-19 Batt insulation 4 mil. poly vapor barri 0 walls and cel ling —2x8 F.T. sill plate on 1/20 sill sealer d _ w 4" Conc. slab over 6 mil. poly vapor barrier over compacted gravel fill Riq id insulation at entire perimeter 5UILDiNG SECTION 6 MEN-TING ROOM SCALE: 1/4"=1'-O" 2xb Ce ra Fters (cone framed; beam 10" Dia 'Perma- column SUILDiN* SECTICN 6 OFFICE SCALE: 1/4" r l'-O" Teaberry Estates Community Center SOUTH WINDSOR, CT J.M.J. Construction Company, LLC SOUTH WINDSOR, CT LCLV1 .1. ��.'1VJ1i11 Architect 1906 MAIN STREET P.O. BOX 4I2 EAST WINDSOR HILL, CT 06028 TEL (860) 289-4858 5u*1ldinSections Wall 51S'C""tion Nte FEB. 12, 2006 i=wn DG SCALE: 3/4" =1'-0" AL