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05-03P_TEABERRY ESTATES SENIOR RESIDENCE DEVELOPMENT SITE PLAN_ELLINGTON ROAD
Senior Residence Development SITE PLAN OF DEVELOPMENT CK 7 C;Z Nz Iq rr # IE A DD 5 T-D U 4e N DD SOR (C (a :(Cl e '[(CUT prepared. G ■ esign rofessionals, inc. ■ civil engineers • planners • surveyors landscape architects • CIS • CPS 165 South Satellite Road South Windsor, CT 06074 (860) 291-8755 FAX (860) 291-8757 www.designprofessionsisinc.com IN = U B A TRAFFIC ;� ASSOCIATES -� PLANNING • ENGINEERING • DESIGN 270 Amity Road Woodbridge, CT 06525 (203) 397-3600 FAX (203) 397-3642 THE LAWRENCE ASSOCIATES ARCHITECTS / PLANNERS, P.C. 1075 TOLLAND TURNPIKE. MANCHESTER,CT 06040 FAX, (860) 643-4373 (860) 643-2161 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 HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-30OB-1 THRU 20-30OB-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. 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 SUBJECT TO SUCH CHANGE AS AN ACCURATE FIELD SURVEY MAY DISCLOSE TOe.R+E BEST OF MY KW8I�FEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON 12882 RICHARD P. MARTEL LIC. Nc. i 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/ALLOWEDf25 PROVIDED Total Parcel Area no minimum .14 cc. Net Buildable Acreage * note below .8 ac. Number of Units 25 units ** unitsParcel Density 3 units/nba max or13 units/nba 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 CIC.), slopes over 15% (0.07 ac.), utility easements (0.00 cc.), proposed Town R.O.W. (0.00 ac.), and flood plain zone area (0.00 cc.) = 11.72 cc. ** 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. ® Comm. Bldg = 81 Total Provided Parking Spaces PROPOSED UNIT SIZES/NUMBER: 1,399 sq. ff. (8) 1,560 & 1,592 sq. ft. (10) 1,999 sq. ff. (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 illustrative 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. MDC THE METROPOLITAN DISTRICT 1,9 DPA WATER INSTALLATION DETAILS MDC CODE: TEABERRY ESTATES SOUTH WINDSOR WATER DVW000 01019 FOR WATER MAIN ACKNOWLEDGEMENT FIRE HYDRANT APPROVAL I we rwwi FIRE MARSHAL TO DENOTE IF HYDI;LWM ❑ ARE TO BE PUBLIC OR PRIVATE II�� (CWCK APPROPRIATE BOX) PUBLIC PRIVATE SHEET INDEX 1 COVER SHEET/LOCATION ZONING DATA BLOCK 2 KEY MAP 3 PROPERTY SURVEY 4 PLOT PLAN 5 TOPOGRAPHIC PLAN 6 SEDIMENTATION & EROSION CONTROL PLAN 7 PLAN &PROFILE 8-10 DETAIL SHEETS L1-L3 LANDSCAPING PLANS LP1 LIGHTING PLAN Al-A5 ARCHITECTURAL PLANS T'I'llS MAF PRODL-CEn ORiGINA.L INN ORAWIXX ,] Cx, ROLY FILM OR LINEN 1)4.SIG,N PROFESSIONALS, N� C SAT=LL17F j MAP/ FINAL: OCTOBER 20, 2005 REV: SEPTEMBER 20, 2005 REV: AUGUST 9, 2005 REV: MAY 13, 2005 REV: MARCH 30, 2005 REV: MARCH 10, 2005 REV: FEBRUARY 25, 2005 DATE: DECEMBER 15, 2004 SHEET 1 MAP LOT BLOCK PROPERTY OWNERS W/TR/IV 500 FEET 24 16 35 30 BEECHNUT LANE HURLEY, JORN P. BEVFRLEY E. 17 21 21 BEECHNUT LANE SM/TH, E/LEEN M. 18 22 19 SYCAMORE ROAD ROGERS, £DWARV A, d D£BORAH A. 19 23 29 SYCAMORE ROAD COLLETII, JOSEPH A. & KATHLEEN N. 20 24 37 SYCAMORE ROAD ARCHER, JOSEPH & KAREN 21 25 41 SYCAMORE ROAD ANDERSON, LARRY L & SUSAN D. 22 26 45 SYCAMORE ROAD OUNTSi ANDREW H. & ANTOINETT£ D. 23 236 57 SYCAMORE ROAD HERB, VAN/EL P, & 0WH/A M. 24 237 65 SYCAMORE ROAD NETTLETON, SiERWEN A. 25 258 73 SYCAMORE ROAD MOTHA, RAYMONO J. & MARCIA A. 26 239 87 SYCAMORE ROAD WITKOWSKI, G£RALD 8• HEL£N4 28 24f 224 QUARRY BROOK DRIVE Cr: ,SMAWALA, MAN/SH 29 242 214 QUARRY BROOK DRIVE PLE/NES, W/LUAM H. ✓R. 30 243 204 gUARRY F'90K DRIVE BEAUUE'U DEBRA A/. 31 244 194 QUARRY BROOK DRIVE RUSSEU ROB£RT LYMAN 32 245 186 QUARRY BROOK DRIVE SWEVOCK, JOHN A. 33 41 178 QUARRY BROOK DRIVE ANGLE, KE'VIN A. & AMARF ANGLE 34 16 188 QUARRY BROOK DRIVE WOLEJKO, STEVAW A. & BARBARA J. 35 17 160 QUARRY BROOK DRIVE CARY, W14URD A. & ROSEANNA R. 36 195 QUARRY BROOK DRIVE £[DREDGE JOHN A. & LAURA A. 37 203 QUARRY BROOK DRIVE fREMBLET; ROBERT & DARLENE 211 QUARRY BROOK DRIVE LANGEi4, HCNRY A. d SUSAN B. 39 219 QUARRY BROOK DRIVE BURTCH£LL, ARTHUR W. JR. & JOSEPHINE 40 227 QUARRY BROOK DRIVE KRAATZ, HOWARD & TUNNET, £LEANOR V. 25 104 1540 SVUWAN AVENUE TOWN OF SOUTH WINDSOR 35 1 246 H/LTON DRIVE MARTIN, DEBRA A. 2 914 ELUNGTO/V ROAD MCPHEARSON, MAXWELL d ALTHEA PEARSON 3 926 ELUNGTON ROAD RA/NV/LLE, CHR/STOPH£R H. & KIM MARI£ 4 Nw MANAGEMENT LAKEWOOD CONDOMINIUMS UN/T M 102 P/TKIN 517R£E7, PO BOX 280298 EAST HARTFORD, CT 061 f9 5 1540 SULLIVAN AV£UE TOWN OF SOUTH WINDSOR 6 730 FARM/NTON AVENUE UNITY CHURCH OF HARTFORD WEST HARTFORD, Cr 08119 7 73Q FARMINGTON AVENUE UNITY CHURCH OF HARTFORD WEST HARTFORD, CT 06119 8 909 ELLINGTON ROAD CLARK, ERIC & RACHELLE 9 658 ELUNCTON ROAD JMJ CONSTRUCTION CO., INC. 10 658 ELUNGTON ROAD JMJ CONSTRUCTION CD., INC. i 1 887 ELUNGTON ROAD FRIEND, RMOTHY M. Q' KATHL££N Al. 1744 ELUNGTON ROAD R.S.K. CONTRACTORS, INC. 12 871 ELU/VGTON ROAD ANDERSON, ROGER H & DONNA S 881 D f4 1275 7OLLANSTAGE ROAD DUMOUCH£L,I RO E TI G & EVA TOLLAND, Cr 08084 15 847 ELUNGTON ROAD TAVARNESI, FRANK J & ROSE P 16 1 21 QUARRY BROOK DRIVE THOMAS, RICHARD A. o 1; x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY Z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE m INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL U 1,LITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 2 5-13-05 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 3-30-05 IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL E'JGINEER/SUR e EYOR. NO. DATE 35.-3 35.2 35.68 35.65 13 18 � 1� 2�TA 1k g �5 �i 35 3a 3 4 40 $g ?5 -74 35�4 BIB 89 '72 0 � 45 �1 4-3 o v� � tQ .`� -70 25 PLACE tPvt,) c 68 613 4 46 $ V , 6? LP 1:jT1 0 3A 110d� 26 5 57 66 ro 48 56 5 51 �] 55 g4 ,2p, 52 53 54 4 ......... � R,R 35 �- 60 Q 35�20 16 �5 ED � 35.45 MAP LOT BLOCK PROPERTY OWNERS W/THIN 500 FEET 35 17 2 39 QUARRY BROOK DRIVE BARNES, KATHLEEN G 18 3 55 QUARRY BROOK DRIVE GRADY, JAM..S J. //I &MICHELLE' E. 19 4 59 QUARRY BROOK DRIVE LOOBY, STEPHEN & PAULA 20 5 71 QUARRY BROOK DRNF PLATT£!S, ALAN M. li<RESA A. 21 6 79 QUARRY BROOK DRIVE STRDUT, M/CHAFL L r! SE/DEL 22 7 89 QUARRY BROOK DRIVE SCHOB/NGER, VIRGINIA 23 8 99 QUARRY BROOK DRIVE BROAD, ROSEMARY & MICHAEL A. 24 109 QUARRY BOOK DRIVE BEMENT, ALBERT K. }0 119 QUARRY BROOK DRIVE MIUER, BRUCE A. 26 11 129 QUARRY BROOK DRIVE BURNS, ROBERT A. & JOYCE A. 27 12 139 QUARRY BROOK DRIVE STOKER, ROSERT G. & KAREN M. 28 13 149 QUARRY BROOK DRIVE SCHELL, DAVID J. 29 14 159 QUARRY BROOK DRIVE B/LODFAU, DAV/D P. & MERR/DY 30 15 169 QUARRY BROOK DRIVE MA40 KARMELA 31 201 179 QUARRY BROOK DRIVE PERKINS, W/LLIAM S. & KATHRYN L 32 202 187 QUARRY BROOK DRIVE CARLSON, BENJAAI/N & DFBRA 33 18 148 QUARRY BROOK DRIVE KENNEY, RICHARD W. & MARGARTE 34 19 156 QUARRY BROOK DRIVE MILLER, RAYMOND B. & BEV£RLEY A. 35 20 126 QUARRY BROOK DRIVE BERNIER, DAVID J. Q• KRISTEN L. 36 36 20 BEECHNUT LANE FLEETING, W/LUE & BRENDA 37 37 10 BEECHNUT LANE r"INAII DANIEL F. /II 8• AMBER M. 38 457 96 QUARRY BROOK DRIVE ✓ r,, GENE T. & EU2ABETH H. jq 80 QUARRY BROOK DRIVE WAISOM, PETER J. j0 d5 44 S/MCKA DRIVE RUCHES, FREDERICK J. JR. & VIRGINIA 41 3 39 SIMCKA DRIVE BARROS, SANDRA D. 8• ANTONIA S 42 4 62 QUARRY BROOK DRIVE BROOKS, DIANE L. 43 116 56 QUARRY BROOK DRIVE CLAPPER, ROBERT A. 8• KATHLEEN M. 44 115 40 QUARRY BROOK DRIVE PROCACCINI, RICHARD P. & ALDONA 5 45 407 20 QUARRY BROOK RD. MANR/QU£, CARMEN 46 835 ELUNGTON RDO, LONGANO, FRANK P. TOSCA S. 65 13 840 ELUNGTON RD. S£UfRS, CHARLES MtJAYNE JONES SV 66 850 ELUNGTON RD. LEWi •, JOSEPH P 8 DOLORES O 68 58 ORD WAY DR. RSK KELLCO, INC. 69 AL5 FlIINGTDAI IDDdD TDWAI DF SD11 M W/NDSDIT 35r �1 35-6 6 Cj 01 35�6g 35.5 35.22 35.23 35,2'� 25 ❑ � 35'Cj �5,26 21 11 L El ROOK a Cl35.32 T'00 5,3a 35_36 REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-30OB-1 THRU 20-3008-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. THIS PLAN WAS COMPILED GRAPHIC SCALE FROM OTHER MAPS , RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION. IT IS NOT TO BE CONSTRUED AS 100 0 50 100 200 HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE FIELD SURVEY MAY DISCLOSE. FINAL: APPROVAL CONDITIONS KMI TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. IN MT CORRECT ABUTTER KMI 12882 1 inch = 100 it. DESCRIPTION C3Y RICHARD P. MARTEL LIC. No. 2��18 2 24...33 r 20 1 24_2 �, -2. 2 Tel. 860.291 • 8755 0 Fax 860.291 • $757 KEY NWU"" ,gn &ro ssionals, inc. DESIGN. RAM DRAWN.• RAM I CHECKED: RPM civil engineers • planners • surveyors landscape architects • gis • gps ✓OB NO.: 1930 IDATE.• 12-15--04 165 South Satellite Road, South Windsor, Connecticut 06074 DRAWING NO.: 1930-1-SRD.dw4 25_10 24,39 2,4 24' 2.8 7 ar'"'Z5 2.4 OWNER/APPLICANT JMJ CONSTRUCTION CO., INC. 658 ELLINGTON ROAD SOUTH WINDSOR, CT. 06074 TEL. (860) 282-0628 COMPILATION PLAN PREPARED FOR: TEA BERR Y ES TA TES E LILIINt TON ROAD SOUTH WUNDSO p cCONTIEtCTI CUIC SHEET 2, f[I] \\ \ APPROX. �l \EXIST. HO F \ RSON \\ \ iX. 8 SiOtSE G� MAILBOX PODUNK RIDGE PROPOSED 20' DRAINAGE ` �\ EASEMENT IN FAVOR OF THE TOWN OF SOUTH WINDSOR \\ (SEE INSET "A") zo_<x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS 2 LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE m INFORMATION. ALL EXISTING UTILITIES SHOULD 4 5-13-05 FINAL -APPROVAL CONDITIONS KMI BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 3-30-05 RELOC. DRAINAGE PER TOWN COMMENTS KMI BY A LICENSED LAND SURVEYOR PRIOR TO 2 3-10-05 GEN. EASEMENTS/UNITS KMI CONSTRUCTION. 1 2/25/05 PER TOWN COMMENTS GLw 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DiA%E DESCRIPTION BY MAP REFERENCE: 1) EMERALD GREEN SUBDIVISION, ELLINGTON ROAD, SOUTH WINDSOR, SCALE-VA-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 SCAL£: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 -, :E PODUNK RIVER NORTHERLY & EASTERLY ABOUT 6300 FEET. SCALE:1"=40' DATE: NOV. 30, 1936 4) PLOT PLAN RESURVEY PREPARED FOR UNITY CHURCH 919 ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT SCALE'1"=40' DATE: 2-12-2003 DESIGN PROFESSIONALS, INC. 5) KEY MAP TUDOR HILL PROPERTY OF GEORGE J. ACHENBACH SOUTH WINDSOR, CONN. SCALE:1"=200' DATE:MAY 2, 1974 ACHENBACH REALTY COMPANIES 6) SUBDIVISION MAP TUDOR HILL SECTION 11 PROPERTY OF GEORGE J. ACHENBACH SOUTH WINDSOR CONN. SCALE:1"=40' DATE:4-22-74 ACHENBACH REALTY COMPANIES 7) TUDOR HILL SECTION I FINAL SUBDIVISION PLAN PROPERTY OF GEORGE J. ACHENBACH ELLINGTON ROAD SOUTH WINDSOR CONN. SCALE:1"=40' DATE:2-20-73 8) TUDOR HILL SECTION I FINAL SUBDIVISION PLAN PROPERTY OF GEORGE J. ACHENBACH ELLINGTON ROAD SOUTH WINDSOR, CONN. SCALE:1"=40' DATE:3-20-73 ACHENBACH REALTY COMF,kNIES 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 SUi<VEYS 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 BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. RICHARD P. MARTEL 12882 LIC. No. EASEMENT SCH TYPE STREET TREE DRAINAGE/ RIGHT TO DISCHARGE TEMPORARY GRADING ACCESS/ UTILITIES GRANTOR JMJ CONSTRUCTION JMJ CONSTRUCTION UNITY CHURCH JMJ CONSTRUCTION DATE FILED GRANTEE TOWN OF SOUTH WINDSOR TOWN OF SOUTH WINDSOR JMJ CONSTRUCTION UNITY CHURCH NOTES: 1) ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. 2) HORIZONTAL DATUM IS NAD '83. 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 AND KATHLEEN M. FRIEND UPON SUBDIVISION APPROVAL Tel. 860.291 • 8755 II Fax 860.291.8757 GRAPHIC SCALE ('is��n zo $0 IN Fm &rof essionals, inc. i inch = 40 ft. civil engineers • planners surveyors ■ landscape architects • gis • gps 165 South Satellite Road, South Windsor, Connecticut 06074 G°PLO`T PL AIM DESIGN. RAM DRAWN.• RAM I CHECKED: RPM ✓08 NO.: 1930 IDATE. 12-15-04 DRAWING NO.: 19304-5RI .DWG ® EXISTING IRON PIN 0 IRON PIN TO BE SET ■ MONUMENT TO BE SET o EXISTING MONUMENT —< EXISTING UTILITY POLE ® EXISTING CATCH BASIN PROPOSED PROPERTY LINE EXISTING PROPERTY LINE OWNER/APPLICANT JMJ CONSTRUCTION CO., INC. 658 ELLINGTON ROAD SOUTH WINDSOR, CT. 06074 TEL. (860) 282-0628 MONUMENT NUMBER MONUMENT COORDINATES NORTHING EASTING M 1 859150.6621 1043898.6039 M2 859025.6513 1044184.5328 M3 859011.0729 1044253.7863 M4 859010.6366 1044366.4752 M5 858976.2839 1044511.4209 M6 858913.7513 1044435.3922 M7 858960.2317 1044380.1793 M8 858960.3321 1044366.0617 M9 858960.6642 1044253.9258 M10 858979.8385 1044164.503 RESURVEY PREPARED FOR: A IELLUNGTON ROAD SOUTH W1 \ ICI OR, t O\ \ l I l l 1 SHEET [Us, � pMN !t1 s 4 tA Town WvotdA `Z0#zd,6&t � ivn. a� S•oatt/z `lJ�d.�rn sr �C 15Q SULIUVAN AVENUE• SOM WINDSOR. CT OW74 `"°!n•,�w`� TELEPHONE (860) 644.2511 S. �� 1540 SULLIVAN AVENUE • SOUL H WNDSOR. CT 06074 ah � 1540 SULLIVAN AVENUE •SOUTH WINDSOR, CT 06074 Jane 17,2005 �0Son co;e TELE'HONE (860) 644-2511 CERTIFIED MA°sA IL L TELEPHONE (860) 644.2511 EAST HARTFORD — WAPPING ROAD FROM A POINT ABOUT1070 FT. SOUTHERLY FROM THE PODUNK Design dtro6essionaLs,tne• RIVER NORTHERLY & EASTERLY ABOUT 6300 FEET. SCALE:1"=40' DATE: NOV. 30, 1936 26asouthSateititoltoad South Windsor, CT 06074 AttnKareabherwood 4) PLOT PLAN RESURVEY PREPARED FOR UNITY CHURCH 919 ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT SCALE:1"=40' DATE: 2-12-2003 DESIGN PROFESSIONALS, INC. RE: EmeraddGreat Ellington Road :io�r Windsor. CT 5) KEY MAP TUDOR HILL PROPERTY OF GEORGE J. ACHENBACH SOUTH WINDSOR, CONN. SCALE:1"=200' DATE: MAY 2, 1974 ACHENBACH REALTY COMPANIES The South Windsor Water Pollution Cor&ol Auhority, at its regular meeting of lup_c 7, 2WS, 6) SUBDIVISION MAP TUDOR HiLL SECTION II PROPERTY OF GEORGE J. ACHENBACH SOUTH SOR O �h gave approval of•the application as presented for courtm ion to the Tuweaewaage system for CONN. SCALE:1"=40' DATE:4-22-74 ACHENBACH REALTY COMPANIES �/' ` a throo lot residential subdivision located on Ellington Road, south Windsor, Crl as more B.p specifically shown on plans eo6ted "Emerald Caeca Subdivision, Ellington /toad, South O Windsor, CT," prepared by Design Prof—onals, Inc., Soutb Windsor, CT. Job No. 193% 7) TUDOR HILL SECTION I FINAL SUBDIVISION PLAN PROPERTY OF GEORGE J. ENBACH O L C Drawing No.1930.5.DWG, Sheet No. SA/10, Datod 9-10-K with revision dates: 10-20-04, 11- ELLINGTON ROAD SOUTH WINDSC � CONN. SCALE:1"=40' DATE:2-20-73 S� 442.05 44US and to9wfollo ' conditions: 17.84, 3-t0-05, 3-30A5, 405-05, , atbJoct wing 8) TUDOR HILL SECTION I FINAL SUBDIVISION PLAN PROPERTY OF GEO E J. N ��c� �JG'� ? 1, The two od,ting bowea located at 8ti7 Ellington R.�d sad 658 Ellington Rord are rot being ACHENBACH ELLINGTON ROAD SOUTH WINDSOR, CONN. SCALE:1"=40; DATE-20-73 \F p� O� 1, PIN amdlvidimlly a>cuod for the benefit of to sewer lines' but they will be charged Prey ACHENBACH REALTY COMPANIES LAKEWOOD Q �O\� accordingtothe connection fees attime ofoonoectioo. .2.. Ter]micalappmvaloft&TownR4noemgl)Wrtmeat. 3. Mina/ Authority approval and acceptance of the sanitary sewerage ownection will be given aoce ZD •fbe sewer hae bas been installed and impacted by tha Town "-and based upon the written verification of the Town staff the -said sanitary sewer lira was imbued in substaraial A% conformance with the design pleas approved by the Authority, and meeting all Town regulations `' I ✓ p� and appropriate technical spomficatiom fekftg to saaitacy sewer modrodAm . rot � 0 Z�Rj•�1� CJ� / /����� This approval letter mist be superimposed on the fine) approval plam <1- J t^JZ'3 .�'/� \ Verytnilyyot>� 41-0 C i WaterWhdionControl AnDmrity Xlead \\\ 0c; Michael L Gi mdd; I)kW a]'obdle World JeffDo6liU&%TownBnpwer v J E.t.P. —�� Marcia Banaci4Director o0laming Chris Doagan,ChiefHmldinghspeow JW Coonruction Co, Emerald Gram W - o E.V.P. i NF r.:: ::...,:.... ,;;�._ :.rn. ,:.. c �r� ... _.,. I— \ TOWN OF SOUTH WINDSOR 4 r � 65 i \ N 55 0 1 .✓ LA r�� \�7 _,- �° of UCN g N�ER of >`a o iNgg9 Sfri6g \k. I. PIN AO SF' . N,1C\ PP #95 LP �139°�P�N°E Q�,�o �-• �.. 1 �-- ER \\vv p�00 \�p \P�K P��% .�/� 2 �, I. PIN s6y5�a� �P� e�o� 17 N\99 SF) �' .-�'- ,� / �'' WILLIAM S. t t14 / PEF a �� .00 AO 15 tJ0 1a h SAVE/pI. PIN N F KARMELA MALONE O\J uNgg2 sF�i4N I. PIN DAVID P. & MERRiDY BILODEAU N /F NOTEs: DAVID J. SCHELL 1) ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. vN�1 SEA P ti✓ �� 2) HORIZONTAL DATUM IS NAD '83. [,16v°vR V vN3 9 SN�ER �N /� 1�2� , ��"E N/F 3) FLOOD ZONE X — AREAS DETERMINED TO BE OUTSIDE 500—YEAR FLOODPLAIN fig �P <\ 9p�1F- ���5•A°� ROBERT G. & COMMUNITY PANEL 090036 0010 D REVISED FEB. 23,2001. KAREN M. STOKER 4) AREA OF EXISTING PARCEL = 12.1 AC. sro 40 5) PARCEL IS ZONED RR. �`.• -� `�' �!� 6) WETLANDS FLAGS 1-7 AND OFF -SITE WETLANDS ON PROPERTY OF N/F TOWN OF SOUTH N/F WINDSOR WERE FiELD DETERMINED BY HIGHLAND SOILS ON MAY 10, 2004 AND WERE N/F ROBERT A. & JOYCE A. BURNS LOCATED BY DESIGN PROFESSIONALS, CONVEYA CE WERE FIELD DETERMINEDIBY HiIGHLANDMAY I, 2004. WETLANDS IN AREA SOI S ON /21/98 AND WERE F BRUCE A. & JANET B. MILLER LOCATED BY DESIGN PROFESSIONALS, INC. 6 5-13-05 FINAL: APPROVAL CONDITIONS KMI Z-<X 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS THIS SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300E-1 THROUGH 2O-300b-20 z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES — "STANDARDS FOR SURVEYS AND MAPS IN THE n m INFORMATION. ALL EXISTING UTILITIES SHOULD 5 4-20-05 ELIMINATE 2ND DIET. BASIN KMI STATE OF CONNECTICUT" ' S ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS 4 3-30-05 REV. DRAINAGE OUTLET —EASEMENTS KMI BE FIELD VERIFIED PRIOR TO CONSTRUCTION. SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 3 3-10-05 GEN. EASEMENTS/UNITS KMi BY A LICENSED LAND SURVEYOR PRIOR TO 2 2-25-05 PER TOWN COMMENTS GLW CONSTRUCTION. 1 2-15-05 PER TOWN COMMENTS RLB 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 12882 t� IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. RICHARD P. MARTEL LIC. No. NO. DATE DESCRIPTION u Y GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. May 5, 2005 Certified #70020460000197444057 Design Professionals. Inc. Attn: Karen Isherwood 165 South Satellite Road South Windsor, CT 06074 RE: Appl. #05-03P —Teaberry Senior Residence Development, Rural Residential Zone Dear Ms. Isherwood: At the May 4, 2005 regular meeting, the Inland Wetlands Agency/Conservation Commission approved application ##05-03P — Teaberry Senior Residence Development — 658 Ellington Road — Inland Wetland/Conservation Commission — application for regulated activities in connection with the construction of a 25-lot Senior Residence Development (SRD), stormwater system, and associated improvements on property located easterly of Ellington Road and northerly of Quarry Brook Drive. Rural Residential Zone. This approval is subject to the following conditions: 1. One blueprint copy of the entire set of plans and this letter reproduced thereon, must be submitted to this Commission. This must be completed within 65 days of approval prior to any construction activity on the site. Plans submitted to Planning & Zoning Commission shall be considered having met this requirement. 2. The application shall indemnify and hold harmless the Town of South Windsor against any liability, which might result from the proposed op -,ration or use. 3. Thp permit is valid for five years and shall expire on May 4, 2010. it is the landowner(s)lapplicant(s) responsibility to track expiration dates and notify the Commission of a renewal request at least 65 day: prior to expiration. 4. All approvals required must be obtained and submitted prior to any activity on the site. 5. A contact person shall be identified on the plans. 6. We recommend a bond in the amount of $30,000 be submitted to the Planning & Zoning Commission to ensure compliance with the erosion and sediment control measures. Very truly lyours, �:.9�Cv`iQJ 4'7 i�l- ;✓�..i��:1,.1`; � Icii Elizabeth A. Warren, Chairperson INLAND WETLANDS AGENCY/ CONSERVATION COMMISSION EAW:dr cc: Chief Building Official N /F JOHN A. & LAURA ELDRE OWNER f APPLICANT JMJ CONSTRUCTION CO., INC. 658 ELLINGTON ROAD SOUTH WINDSOR, CT. 06074 TEL. (860) 282-0628 ® EXISTING IRON PIN 0 IRON PIN TO BE SET ■ MONUMENT TO BE SET o EXISTING MONUMENT ------ EXISTING PROPERTY LINE REGULATED AREA INLAND WETLANDS Tel. 860.291 • 8755 Fax 860.291.8757 esign rofesslonals, inch. ■ civil engineers • planners surveyors landscape architects • gis • gps 165 South Satellite Road, South Windsor, Connecticut 06074 May 13, 2005 JMJ Construction 658 Ellington Road South Windsor, CT 06074 Re: Appl 05-03P, Tcaberry Estates SRD Dear Mr. Jacques: We arc pleased to advise you that the Planning & Zoning Commission voted on May 10, 2005, to approve: with modifications the above referenced application for a special exception to Article 4.1,12 and site plan of development for approval of a 25 unit senior residence development, to be known as "Teaberry Estates" cn property located on the easterly side of Ellington Road and northerly of Quarry Brook Drive, RR cone, as shown on plans prepared by Design Professionals, Inc., Job No. 1920-1-SRD, dated April 20, 2005, as revised. This approval is subject to the following modifications: 1. Prior to commencement of any site work, a meeting must be held with Town Staff. 2. No building permit will be issued until the final mylars have bean filed in the Town Clerk's office. 3. This application is subject to the conditions of approval ofthe Inland Wetlands Agency/Conservation Commission, including a bond in the amount of $30,000 to crisurc compliance with erosion & sedim.mt control measures. Erosion & sediment control bonds must be pasted prior to commencing any site work. 4. An as -built plan is required prior to issuance of a Certificate of Occupancy per Section 8.1.10 ofthe Zoning Regulations. S. A landscape bond in the amount of $10,000 is required and must be submitted prior to filing of mylars. 6. Alt plans used in the field by the developer must bear the stump and authorized signature of the Tote n of South Windsor. 7. WPCA approval is required. A hold harmless agreement and permission to enter form will need to be provided to the Town to allow the refuse Fr. recycling vehicics to enter the site. 8. The street number(s) must be included on the final plan. 9. The Town Engineer's review comments dated March 22, 2005, must be addressed to the Town Engineer's caticf rrinn 10. Concrete sidewalks shall be installed along Ellington Road to tho edge ofthe Mill on the River parkir: g lot. 11. The signed agreement between JMJ Construction, the residents of 909 Ellington Road, and Unity Church to hook up the property at 909 Ellington Road to public water mus. be submitted prior to any construction- 12. The signed drainage agreement between the Podunk Ridge Condominium Association and JMJ Construction must be submitted prior to any construction. 13. A fence must be provided along the westerly side ofthe detention area. 14. Units 9, 10, and 16 to be reversed to remove driveways from cu%de-sac. Pavement width of cul-de-se c to be determined by Town Engineer. 15. Evergrcen plantings to be added to cul-de-sac island. 16. Square footage of three season rooms must be included in the allowable unit sizes. The attached Special Exception form must be completed and filed in the Town Clerk's office. The special exception will take effect upon filing. Black and white transparent mylars of Sheet 4A and 4B with the above modifications, together with three blueprint copies of the entire set of plans must be submitted to this Commission within 30 days to be stamped and signed. Tlmc letters of approval of this Commission as well as the Inland Wetlands Agency/Conservation Commission must be reproduced on the mylars. After the mylars have been signed by the Commission, they will be retumed to you for filing in time Office of the Town Clerk. After filing these plans, a copy ofthe receipt must be submitted to the Planning Department Sincerely, TimO�Weiitzell, haimman Planning and Zoning Commission THW/kak Enclosure cc: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal Design Professionals, Inc. Kum •� 1: I•� •' 1•�•'� • • • i���t�Kkl:�.-tat )��[ 7�■���� �� �i■c' t►�t•�'�T�t'�it�1tJ•it� �' �� i��i•>< 7��i�����iir�� �� f�� �i•i•III l�72tMt'11�1110 �=l iii•�7� '6 MIUM iLl�• IN"W2 �T�i■r.)♦■iill��;ltt7■it]■�■■if•■r7■ii��■ i•■■r�■■■ �� �;i•�E1•;i�{�;t�it�t��� �' � PLOT PLAN NOTES: (1) UNIT 'A' BASE IS CORNER DECK OR CONC. PAVER PATIO— IV-9" X 8'-10- (2) UNIT 'B' BASE IS CORNER DECK OR CONC. PAVER PATIO — 12' X 7' (3) UNIT 'C' BASE IS CORNER DECK OR CONC. PAVER PATIO BASE —11' X 7' (4) UNIT 'D' BASE IS DECK OR CONC. PAVER PATiO— 17'-2" X 8'-1" (5) OPTION— PATIO EXTENSION — 12' X 12' CONC. PAVER PATIO (6) OPTION— ADDITIONAL SUN ROOM, SAME SIZE AS DECK (7) COMMUNITY BUILDING— 12' X 12' CONC. PAVER PATIO DESIGN. - RAM DRAW. -RAY JCHECKED.RPU JOB NO.: 1930 IDA TE.` 12-15-04 DRAWING NO.: 1930-3--SRD . DWG RESURVEY PREPARED FOR: TEA BERR Y E1S'TA TES ELLINGTON IR®AD SOUTH WUMS0219 CONMIC `IC UT (VIAL: I ME N \F 88 THE UNITY CHURCH OF HARTFORD-- \�\ �� \ 86 tX BARBED WIRF IN ,�•` �/ / TREE - TYPICAL - Iy�lxc / Q• CD CO 00 00 ,✓'�� v�F� Sp / vvxo SE� � O , ^` /�11 t\OPF YD3A \N 121 g0 ` ` ' o' , p P +� 3 �F \2 o TF:116. 0 FF ' R.120' L J INV(6"11UN�i �SF� 2") 110 O :- qg9 9•SO .�o,' 1,G%2f /CB2 .4TF� TF V11")109.50 V t IN -t- ! 4 PSMH1 TUB p y4j' tW V 15Fj� 4 Ito I C84 TF:108.54 INV1S�0lUTI 10t. �i Q' F N ° v�'1p8�J 117.70 \ �R \ .► \ \ 1 INV s'" 106 0 v , , \N .11 J �� w \N 8• Z f + S ( ) K �q• J� �� FF. 111.E 30 IN 15"inCB7): 09.5 oJti `N P S $O 0�` \ \ 'i \ \ r ) P � GAR 2 y1 3B INV 12"):1112..7. U k 15 HO � j //� ,���' �-•-'`\ ` t ` ' � �. 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' ` ' ' I , ' ' TF?95.75LO GO \\ \ , \ \ \ E.LP. - 'f •/ � , , I � I / ' � O F�:1 118.60 25 \I\F 11$90 IERSON \ \ GQ 3V , ® r • .pQ� ` \ O y °� of .Q�X' FGJO�' \ Q�Q� ��'�d �O� °�c q> • �J s� i PSMH3 r , ' r a� f� IN S:1125 y� G `\COMMUNITY N \F � � W r u ): 0 ` \ \ BLDG , 115.7 PQE I / ^JMJ CONSTRUCTION CO., INC. 1 \ s" OAK `J0 \ jo E.. 8 STONE / � ,�'-- � , � ! C� \ i ,i � CU 111'$3 � , P r 4j� ` APPROX. LOC. Co NGE \ \ ,y�XIST. HOUSE PROP. LA7I=RAL • r PSG CD r \ F� SNET 'l°' l TO CONNECT pp I� 0 l / 1 , I \ \ Z p8 APPROX. LOC. � p >k g k00 •r �••, PROP. DRIVEWAY `f. r F Ak 1 \ / h 0 �0 • , A=23'20' T. ,G ^�• / O s°� P4 Z �tE �L _ .00 , , \ \ \Zp M ILBOX Q°��P•1 \ / �6 !1 ' IER OPO StRF 7', y� �30" BEECH R 0 I $ /i 1 O \\ \ 3 RQPOy��G 2 5 / / Al ' G / r - 46.47 \ ` t� \ \ \ C. 1°'i��G�P 65' CON S ' W ! , ` \ \ ` /"� `� \ ��� N \F 70'1 "RCP S-0.5% Q �4> - t,LO 201 / Fl (15 5 / + ` ` \ ✓ n O ��'`�, ' O� 2k00 / 0 " : 78.10 F ^•24" H'PE S= 2s" e, PLt� ¢O NS (L6L)90. 80p.7BENDS W/'H1RIUST BLOCKS �'\°'�, \\d��y ti 4 / / PSMH2 i�1 1 f+ r �. , \` \ 40*),78.50 I. PIN 3 4. }l `�� •x r� • / FL 78.30 i (1 � \ m ohs° �0�,, �tih \a, SOP B�t ' / 'I R MP h STOP S N °s+ •) / c ® e� / r r \ I liS,lb 1 `� CB v> N 7•>' TP t 17. 0 I14V(15 109.75 S �ti2 INV(72 ):710.0, �� O i INV(6" : 110.5 v- SS ��1 ZO 1120 0,S� 1131 N � o FF'R•'121 00 � FGPR•'1 P u019 sW �'f► os' 'i�� p►.'po S, 110•� \N�F121 Qp / O FF' •12�� / I. F +1 , 118501\\,15 Nvl�s"�:�ti�.s5 02 � I. PIN N \F MICHAEL & VIRGINIA SCHOBINGER Q1�tx�p�%��a°`, ` Q�`oZ '��/"�. Opp s 0.1k 0 30o N4S• av ?' 6'23 05 E r' / , I r , , ' 6 6 S F • ,/` \� N \F ' �'' Q ��, 2�2N2k• o �•�9 E N23-50 21 E ; �,�. r r 4� 1 o P� ^o / MICHAEL C. & SEIDEL STROUT N/F CPI \ �9�� ` tie ra PODUNK RIDGE ��o ti� \ P ��- \ aQ� �� l _ / 6 `Y. ) / _ _ / I. PIN 65 .� \ o NOTES: 8" TAPPING °g P• 1` • 0� \ R6P. LATER _ _ N , + , , _ \ �, SLEEVE & V {�QE Q� PS H xp0yo I ` bN / y TO CONNECT) N\F %`iN O� �� / , `` \ \ % D 1) ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. +0` O / \ M. TIMOTHY & KATHLEEN M. r -�, \ �� - - _ \ �- y/� , \ ' �* / / APPROX. LOC. OTENTIAL FUTURE LATERAL TO FRIEND N �' to r /' N \F 2) HORIZONTAL DATUM !S NAD 83. \ TF: MA H U EXIST. HOUSE / 887 EWNGTON�20AD c9� 0N ` /'' , ,i VERTICAL DATUM 15 NGVD '29. r' Q� GRADE( 9.75T� J P 2 \ / / (To CONNEOF} \ ` 2 ` l ` \ .�P�� ALAN M. & TERESA A. PLATTEIS - ' FL: 76.0 � D \ \ TF: 9. `� � \ W � •S5 \ / / / � FLOOD ZONE X -AREAS DETERMINED TO BE OUTSIDE 500 YEAR FLOODPLAIN ` O \ \ 14*0 p N \F n COMMUNITY PANEL 090036 0010 D REVISED FEB. 23,2001. \Q \ TREET SIGN \. / r�3, o Pc• �•'E' ROGER H. & DONNA S. ANDERSON "SEX C-CB \ , ` �Q _ - - EXISTING, tREELINE / 1 �J 4) ARE OF EXISTING PARCEL = 12.1 AC. TXk C- 98 \ r , ' / / A 82 'w Sro --- o LEGEND 5) PARCEL IS ZONED RR. LEGE 6) WETLANDS FLAGS 1-7 AND OFF -SITE WETLANDS ON PROPERTY OF N/F TOWN OF SOUTH EXISTING IRON PIN WINDSOR WERE FIELD DETERMINED BY HIGHLAND SOILS ON MAY 10, 2004 AND WERE �p LOCATED BY DESIGN PROFESSIONALS, INC. ON MAY 11, 2004. WETLANDS IN AREA OF L-CB \ , ."►�'• IRON PIN TO BE SET N\F CONVEYANCE WERE FIELD DETERMINED BY HIGHLAND SOILS ON 1/21/98 AND WERE T.F.= j$8� - z \ \ ,/ ■ MONUMENT TO BE SET STEPHEN & LOCATED BY DESIGN PROFESSIONALS, INC. 75;G \ \ \ N\F + O EXISTING MONUMENT PAULA LOOBY 7) PARCEL A TO BE CONVEYED TO N/F M. TIMOTHY FRIEND AND KATHLEEN M. FRIEND UPON SUBDIVISION APPROVAL. +---< EXISTING UTILITY POLE SNEr ;o.�\ _ = EXISTING CATCH BASIN AND PIPE �j PROPOSED CATCH BASIN AND PIPE � �Y , ,' ' '` fly, , ` �► EXIST. �� - -Os - - EXISTING SANITARY MANHOLE AND PIPE y, MAILB MAP REFERENCE: - _ PROPOSED SANITARY MANHOLE AND PIPE 1) EMERALD GREEN SUBDIVISION, EWNGTON ROAD, SOUTH WINDSOR, SCALE: 1"=40' ` N \F \ REV. THRU: OCTOBER 20 2004, DESIGN PROFESSIONALS PROPOSED WATER MAIN AND HYDRANT DATE: SENTEMBER 10, 2004, , INC. S - SANITARY LATERAL 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 W - W - %„ ,,ER LATERAL 11,200 FEET ROUT N0. 313 SCALE:1"=40' DATE: OCT. 30, 1931 .•� }, , ` ��' �\� -- F -- FOUNDATION DRAIN (6" PVC TYP.) 3) CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP TOWN OF SOUTH WINDSOR - 00- - EXISTING CONTOUR EAST HARTFORD - WAPPING ROAD FROM A POINT ABOUT1070 FT. SOUTHERLY FROM THE PODUNK ---[� PROPOSED CONTOUR RIVER NORTHERLY & EASTERLY ABOUT 6300 FEET. SCALE:1"=40' DATE: NOV. 30, 1936 x98.50 EXISTING SPOT GRADE 4) PLOT PLAN RESURVEY PREPARED FOR UNITY CHURCH 919 ELLINGTON ROAD SOUTH WINDSOR, N/FGo W X99.00 PROPOSED SPOT %aRADE CONNECTICUT SCALE'1"=40' DATE: 2-12-2003 DESIGN PROFESSIONALS, INC. PODUNK RIDGE o PROPOSED SANITARY CLEANOUT 5) KEY MAP TUDOR HILL PROPERTY OF GEORGE J. ACHENBACH SOUTH WINDSOR, CONN. "TAPPING _ SCALE:1"=200' DATE:MAY 2, 1974 ACHENBACH REALTY COMPANIES SLEEVE & V taDE J EXISTING TREELINE 6) SUBDIVISION MAP TUDOR HILL SECTION II PROPERTY OF GEORGE J. ACHENBACH SOUTH WINDSOR 1, PROPOSED Ti cL:ELINE CONN. SCALE:1"=40' DATE: 4-22-74 ACHENBACH REALTY COMPANIES / �y, ` `4 r 1 " �y PROPOSED PROPERTY LINE TING PROPERTY LINE OWNER%APPLICANT 7) TUDOR HILL SECTION i FINAL SUBDIVISION PLAN PROPERTY OF GEORGE J. ACHENBACH EXIS ' ���� i 1 ,, J' i r, (1 \\ \ EWNGTON ROAD SOUTH WINDSOR CONN. SCALE:1"-40' DATE:2-20-73 --- PROPOSED DRAINAGE MANHOLE AND PIPE (TYP.) JMJ CONSTRUCTION CO., INC. � " 658 ELLINGTON ROAD 8) TUDOR HILL SECTION I FINAL SUBDIVISION PLAN PROPERTY OF GEORGE J. RL --- PROPOSED ROOF LEADER (4 PVC TYP.) ACHENBACH EWNGTON ROAD SOUTH WINDSOR. CONN. SCALE:1"=40' DATE:3-20-73 \ �`\ SOUTH WINDSOR, CT. 06074 TEL. (860) 282-0628 ACHENBACH REALTY COMPANIES z �' 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS Tel. 860.291 • 8755 RESURVEY PREPARED FOR: SHEET o n II THIS SURVEY AND MAP HAS BEEN PR D I CORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE OF THE REGULATIONS OF CONNECTICUT A CIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN Fax 860.291 • 8757 5 5-13-05 APPROVAL CONDITIONS KMI THE STATE OF CONNECTICUT" AS ENDOR Y THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS. INC. GRAPHIC SCALE esign C'U° p0° mAPm PLM T,ZA ERR Y EQPr A T.L�'S' m INFORMATION. ALL EXISTING UTILITIES SHOULD AND CONFORMING TO HORIZONTAL ACCURA LASS A-2 AND VERTICAL ACCURACY CLASS T-2.5A BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 4/20/05 GENERAL/ELIM. BASIN MHA 40 0 20 40 80 r 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 3-30-05 REL.DRAIN.OUTLET PER TOWN COMMENTS KMI TO THE BEST OF MY KNOWLEDGE AND BELIEF,, MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. ■ otesa-lonals� inc. j� 'jj �j (�0 (� ROAD BY A LICENSED LAND SURVEYOR PRIOR TO ��r �Jlelleli��17s�1�Y� ll�l®�JL1/ CONSTRUCTION. 2 3-10^05 GEN. EASEMENTS/UNITS KMI ( IN I', "1') ® DESIGN: RAM ORA �YN RAM CHECKED.' �iBJ� V UNLESS IT BEARS THE 1 2-25-05 GENERAL -TOWN COMMENTS KMI 12882 1 inch = 40 fL civil engineers* surveyors to landscape architects • gis • gps JOB NO.: 1930 DATE: 12-•15•-04 �v �?r�,� tt���T ry •�T��+,ry�•�ry}� 3. THIS PLAN IS INVALID U L S RICHARD P. MARTEL LIC. No. SOUTH �y Vy UNDSM (S,�®S�NECT \LUV �l IMPRESSION SEAL AND ORIGINAL SIGNATURE 165 South Satellite Road, South Windsor, Connecticut 06074 DRAWWNG NO.: 1930-5-5RD.DWG OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY LEGEND 0 EXISTING IRON PIN e IRON PIN TO BE SET a MONUMENT TO BE SET \�� N\F F Qo� i. PIN ` ` \ , ' o EXISTING MONUMENT LAKEWOOD �� EXISTING UTILITY POLE _ = EXISTING CATCH BASIN AND PIPE PROPOSED CATCH BASIN AND PIPE _ - EXISTING SANITARY MANHOLE AND PIPE ♦ --C}-- PROPOSED SANITARY MANHOLE AND PIPE \ Fj3•�1i<<1 PROPOSED WATER MAIN AND HYDRANT S - SANITARY LATERAL - W - WATER LATERAL - F - FOUNDATION DRAIN (6" PVC TYP.) EXISTING CONTOUR PROPOSED CONTOUR E.I.P. �� �� ; .� pO - _ _ _ X98.5o EXISTING SPOT GRADE PROPOSED SPOT GRADE Ales`•c'pINSTALL 22.5' sEN \ o PROPOSED SANITARY CLEANOUT ' _ EXISTING TREELINE PROPOSED TREELINE PROPOSED PROPERTY LINE 22 N\F EXISTING PROPERTY LINE - ` �°- 1 TOWN OF SOUTH WINDSOR ---- r- PROPOSED DRAINAGE MANHOLE AND PIPE (TYP.) - _ +`�p2' 02 _ \ ♦ - , RL -- PROPOSED ROOF LEADER (4" PVC TYP.) 1 I/�- \ , ` , z 141 00 -108 Lo `��--_-,IQ6 1N W vq' °�0 ^ ♦ �x F 7 0I1�r �, PROPOSED TREELINE-- -�pto'\ FF:115.4p0 � S to N ' -1 so GAR:11 33 ��O�P�� I ` ` ' 35 �� NSTA 108 BEND _ �� •` ��py� ` \ ' _ - --8p•-108- - - - - a0n' �dtZ ti' • F �j. o�� WF 5 \ + -110 / AN- DMH-4 o J ,�`' � 6\ - TF:109.50 �. ,�\ .0 X INV 6":106.25 �P p�G �F1 i y 2 X' INV 2": 7.0; .75;BEND -112- 2.00 � � / A Q' S2 INV 6" t •" CBt Q ,y0 ` » _ 10 "):108.50 y _ moo �� al•�9.0 Te 183 » NOpE `''0'�,0`� k ,�p1 4� � ��•. o_ O'a° ---- \ , i \ 6J � ♦ � \ �� � INV( 0 10 1F 12• � 1 J � '` - _ r..."""r . 40 -- N $ 5� a � �• 1 � � o`��� tip' ' - _ , 7 _ TF:111.85 r� p l 22 4 �^• ¢JO IN jjR yr `` \ \ ` nJ \ \ ` ` ` \ \ \ ♦ - - - 0004` - _ 1"�h /�1�� �'`k w> `4" 7ER MAI ti� 4 ..+.. 114 TD815.00 %ti e o0 �� ,L� c �, y1� 'k `n�o `2� •g0? PC ��0 \ `� / - - - - - ♦ // � V(12 ):112.0o ti ° _ 1t3V o� "b , ^ �I P H6 1ti 1�4 TF:113.60 A, CgTF:114.10 INV(15"):110 35 � ��,..///"' ��. / - p►�o EF R 11? g TF.115.&5 - FL 108.85 by o=4 `O �. N Cj Gp` P � ~ (1S"inCB1i/au `� � of � • IOy. / I. PIN // 116 ,Q p►�0 �O VN,g9 5" ? 05"In13):110.7 ' ��Cr� - - _ _ _ ag6- 46 s� � / ♦ � r^ cto - ~ o 1N`°9 p it .SMH4 P�0 523 s D - pt p411 °sP 717:116.00 BARBED WRE IN � ` b vAR Fl: 108.20 12k ✓1 v^o \ j0 6 TREE - TYPIC.6L%~,� !o %� 0' pQA•n0 dE Z5 - °y N�� PSFi `� m�� .J.Ce'9 .� 7 +.°` �'�o�-- _ �.r ° ' �. s 13g9 �ti1 - 41N1,5 ,141'- _ _ _ _ 52 \ 4. ,� o ^g0op I. PIN 7 .50 `> 6,Nv " '^ ^ l� s \ ` •' �0 `1 `" o o '` p �i ` o� .s o /� / JOH O O/. �; $ 5 ;110 5 1FF•12��9,50 F�PR•11$ m�, \ ` 02 ,�..•� �" Gp,Ft. vN�� sFl �� �N �� - - - _ 6.27 �• 10� + / N/F N1� PgFi 9 2 _ 1�ez13 1y ` � 1. PIN / EONS+�� q p�v� `�3gg titi0' e B� e° e° ��- _ -,� • w 7 w �N11a252S - _ _ f '♦ BENJAMIN & DEBCARLSON C81 a" QVC ti �: ti1�• GP N'1'( �` �ti . \ �/ 111 ».n Bs): 10. g. F, V, V SF� ►` HOPE YD3A 1N121'y0 50 INV "): 9.701�99 p� ° I( / - , ,000 TF.116. INV(6".:111.3 VNi� OSFi 0 O \N' 10 ' 1 dP�2 +'�� ti�' ♦ I. PIN / 2"):11a.8 g9 g•3 tip• �,a �.,N :1 '� �N FF R:11?' .-- ti ♦ WILLIAM S. & KATHRYN L. 9 �1g_ ` - -1 --- - _ - NV :11 7 $ vs M �'��-23� �> GNI� ti p "' FF 11g a2r0 Q3 V�ggg SFi �'�� PERKINS TF:114.z+ . ' \� 12p•2 Zy +n� o�s,27 9p 5 uN 10 5Fl p►vp0 U52 + �d}tio'PX $� ♦♦ •! INV(12")A69.50 FF' 11g' 3 o ti °j 1� pF _ _ o x ~� 3 M 11 1°92 �155 _ off` - - ti ^ 2 `�' /° I. PIN N/F ` x +12 O Z. i � KARMELA MALONE N oa25 B8 0° c*• �P1ER P`N C 8.77 F +� 3 �� 1$FPR 01g 25 �` TF:11 116 ,� " RsovoaRsT� ice♦♦♦ a N S��1pa25 s :117.70 ��� yt� PR°P' 2 TF: 78.35 ti9 C'. �S C a g a"xPAN 3 O cu 1N F 11 5 ,�'' V s SF� h '(R / ��`� g2 '1 • g0 � RE o O 0000 IN 15"InCB7): ~ t GPR' titi 38 INV 2"):tt2.75 1y POP711. N/F h B NV( „): 112 k 9. 2 k FL�1 / g :11� y`'°0 ` 1N`f 6 "•1°a I. PIN 1� 0 2 b• IN 12" 11ti o 22 �? 1Nv�11 > ° g �, �Nv �z tie DAVID P. & MERRIDY BILODEAU NOTES: t, 2 SFi ,Y.ti, k �. 7 N �" N 12 `L1g• �N 121'�J02c� sa, �'' '1 NE -I- 1� ro 15g k 163 +^ o ,o FFPR,12p 1) ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. +�1h' o xl 66 N o x/ �, UN\� 0 Sfi ' � - ♦ N/F 0 10 15 �`0 20 `1gg9617 _ _ - _ P DAVID J. SCHELL 2) HORIZONTAL DATUM IS NAD '83. 1 5 1 Ts �N , ' " 1 - _ VERTICAL DATUM IS NGVD '29. .16 IG�Q 2� 1N�Fi: � �5 '" N 5 111'�g pp�.�o oil � � � ♦ MAP REFERENCE: ?5 3) FLOOD ZONE X - AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN t10PE �F' R 12p' 1N 122 b J p tls 2 12 � ♦ 1) EMERALD GREEN SU DIVISION, ELLINGTON ROAD, SOUTH WINDSOR, SCALE:1"=40' COMMUNITY PANEL 090036 0010 D REVISED FEB. 23,2001. Osf) / a, GPR p, g� 1 �2 ! DATE; SEPTEMBER 10, 004, REV. THRU: OCTOBER 20, 2004, DESIGN PROFESSIONALS, INC. moo• ��j`Z � �• N /F SOR 4) AREA OF EXISTING PARCEL = 12.1 AC. o , '1 ?5 / `. �3 Z°a R t13g ! � % , ' S6c� i1� 3 RAN M. G. & EASTOHARTFORD NNECTICUT STW PATE PING ROAD FROM THIGHWAY E E. HARTFO DGHT OF ATOWN LINE NORTHEASTERLYY MAP �OF SOUTH DAB UT 5) PARCEL IS ZONED RR. An N2 • ce�6 �Y 2� N oh 22 ow' YD5 < pro '�313s KAh�i�l M. STOKER " ,+ 11,200 FEET ROUT N0. 313 SCALE:1 =40 DATE: OCT. 30, 1931 • 9 TF:t17. 0 o O x O• pA•1to TF:118.30 ��� � 6) WETLANDS FLAGS 1-7 AND OFF -SITE WETLANDS ON PROPERTY OF N/F TOWN OF SOUTH y ti2 r� INV:115.30 �j 3) CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP TOWN OF SOUTH WINDSOR WINDSOR WERE FIELD DETERMINED BY HIGHLAND SOILS ON MAY 10, 2004 AND WERE INV(15 :109.75 4 i . °� 4 INV(t2 :110.00 `� `� �110011�3p 0 2�/� EAST HARTFORD - WAPPING ROAD FROM A POINT ABOUT1070 FT. SOUTHERLY FROM THE PODUNK LOCATED BY DESIGN PROFESSIONALS, INC. ON MAY 11, 2004. WETLANDS IN AREA OF INV 6" : 110.5 vj 1Nyt 2• 1N .:1 0 U MAX. SLOPE 3H:1V , RIVER NORTHERLY do EASTERLY ABOUT 6300 FEET. SCALE:1"=40' DATE; NOV. 30, 1936 CONVEYANCE WERE FIELD DETERMINED BY HIGHLAND SOILS ON 1/21/98 AND WERE 1NF 123'ZO 12 �� ♦ N/F LOCATED BY DESIGN PROFESSIONALS, INC. 5 U. cM F�. 121• F .a�.12 r " 2�' ROBERT A. & JOYCE A. BURNS 4) PLOT PLAN RESURVEY PREPARED FOR UNITY CHURCH 919 ELLINGTON ROAD SOUTH WINDSOR, x N �'' or UN1� p 5�> V1y1(g S�> Xi213 i-ti'� CONNECTICUT SCAL.E:1"=40' DATE: 2-12-2003 DESIGN PROFESSIONALS, INC. 60 1N F� 110,60 x <lggg/ ���g "' ♦ 5) KEY MAP TUDOR HILL PROPERTY OF GEORGE J. ACHENBACH SOUTH WINDSOR, CONN. _ 1�120.9 6p 2k / ,� tig' e►� 2Q SCALE:1"=200' GATE: MAY 2, 1974 ACHENBACH REALTY COMPANIES J tit �,' �UN11 Q SF) 25 ,8c)p o 1100°p � ^ � �° OP RTY OF GEORGE J ACHENBACH SOUTH WINDSOR of �F .1 12p oo / ., `�, ♦ ♦ I + I + h/ z -� 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY o II II 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 IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. �� x11 ?5 ti� 1. PIN 2 6 8-9-05 FINAL: MDC COMMENTS KMI N /F ALBERT K. BEM N /F JCE A. & JANET B. MILLER 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 THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. AND CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 12882N RICHARD P. MARTEL LIC. No. 5 5-73-05 APPROVAL CONDITIONS KMI 4 4/20/05 GENERAL/EUM. BASIN MHA 3 3-30-05 REV. DRAIN. OU TLET-GRADING KMI 2 3-10-05 GEN. EASEMENT/UNITS KMI 1 2-25-05 GENERAL -TOWN COMMENTS KMI N0. DATE DESCRIPTION BY 6) SUBDIVISfON MAP TUDOR HILL SECTION If PR E CONN. SCALE:1"=40' DATE:4-22-74 ACHENBACH REALTY COMPANIES 7) TUDOR HILL SECTION I FINAL SUBDIVISION PLAN PROPERTY OF GEORGE J. ACHENBACH ELLINGTON ROAD SOUTH WINDSOR CONN. SCALE:1"=40' DATE:2-20-73 8) TUDOR HILL SECTION I FINAL SUBDIVISION PLAN PROPERTY OF GEORGE J. ACHENBACH ELLINGTON ROAD SOUTH WINDSOR. CONN. SCALE:1"=40' DATE:3-20-73 ACHENBACH REALTY COMPANIES Tel. 860.291 •8755 GRAPHIC SCALE • Fax 860 291.8757 cTVP(D0m e p 40 0 20 40 8D essgn VI7''�V% r of a ss io n als! inc, DESIGN. RAM DRAWN. RAM CHECKED. GBS IN I~= civil engineers • planners surveyors 1 inch = 40 it. landscape architects • gis • gps JOB NO.: 1930 DATE. 12-15-04 165 South Satellite Road, South Windsor. Connecticut 06074 DRAWING NO.: 1930-5-,5RD.DW&'_____ OWNER/APPLICANT JMJ CONSTRUCTION CO., INC. 658 ELLINGTON ROAD SOUTH WINDSOR, CT. 06074 TEL. (860) 282-0628 RESURVEY PREPARED FOR: TEA RERR Y ESTA TES ]EILILUNGTON ROAD SOUTH WUMSM tC®NMICTIItCtU°] Me] Sedimentation and Erosion Control Plan Narrative: Permanent Maintenance and Operation: The following maintenance operations will tiar 0 � S6556.19"E 260.00' 0 PROPOSED ACCESS �& UTIILITIES EASEMENT �5 �R, 2 Fy(15 y_ off• 'i MDC CODE: TEABERRY ESTATES SOUTH WINDSOR WATER: DVW000 01019 FOR WATER MAIN ACKNOWLEDGEMENT �va\Enn n uve xw � FIRE HYDRANT APPROVAL nc w.w� uaE FM MARSHAL TO DENOTE IF HYDRANTS El ARE TO BE PUBLIC OR PRIVATE (CHECK APPROPRIATE BOX) PUBLIC PRIVATE 124 122 120 118 116 114 112 w 11 '0 110 08 106 104 102 1 1oa PVI STA = 12+09.76 PVI ELEV = 116.71 A.D. _ -7.0 K = 28.6 200.0' VC EXIST. GRADE MONUMENT NUMBER MONUMENT COORDINATES NORTHING EASTING M 1 859150.6621 1043898.6039 M2 859025.6513 1044184.5328 M3 859011.0729 1044253.7863 M4 859010.6366 1044366.4752 M5 858976.2839 1044511.4209 M6 858913.7513 1044435.3922 85 2317 1044380.1793 M8 858960.3321 1044366.0617 M9 858960.6642 1044253.9258 M10 858979.8385 1044164.503 PROPOSED CL GRADE LAVENDER LANE UNIT 25 FF:120.60 Iri v- - UNIT 2 M � / O O r / to COMM. G FF.115. IO Y n r o / + CO 0 w � w < / V > 1 > m 1 V m / I / / o N i / o I �k• r z . c z r 98 y CB4 (4. SUN )+ < k0� P� STA:11+12.4 (12'-L) TF.108.54 2 (4' 85j INV(15"InC6 out):101.90 REPLA M 1NV(15"inCB :1D3.40 W/ _ INV(6'):106. 0 Aa N A:1 (12'-L) PSMH � e STA: 1 CB3 (4' SUN 94 V(15"IN 1):98.95 TF 1O 930 STA:11+12.4 (12'-R) INV(15'IN 4/OUT):97. FL(IN) 100.85 TF:108.54 FL(OU ):97.60 QRpP INV(12"):104 5 92 5'k QJG (EX TOB)CB1 (4 SUMP) TA:1STA: 1 STA:10+15 25 (12'-R) CB1-CB2 CB3-CB4 YD7-CB3 r$ ��Z TF:102.25 TF:102. 20 LF 15" PE 20 LF 15" PE 20 LF 12" I neTnir Fr.x-v FL: 93.0 INV:99. 0 S=1.25X 5=1.25X S=8.0X 0 n of o n + M LJ O > w w CLAY ST01 (TYP.) �6 o PSMH2 STA:12+55. TF:116.67 FL:-105.50 LAT. UNIT 9 0 :105.70 r c N o CB6 (2'SUM ) STA:12+47. (12'-L) YD3-CB6 TF:116.04 108 LF 12' INV(15'INC8 OUT):103.6 S-1.5% IN RJ 15"CE ):108.60 I NV(l 2"): 107 80 YD3A-YD3 INV(6"):108. 0 125 LF 12' S=1.0% CB5 (4'SUM STA:12+47. YD2-CB5 16.1'-R) 100 LF 12" TF:116.04 S-1.15% INV(15"):108 5 INV(12"):109 0 LYV(6"):109. CB5-CB6 24 LF 15" HPPE S=1.0% 10+00 10+50 11+00 11+ + 7 9-20-05 REV. PER MDC COMMENTS RJB 6 8-9-05 REV. PER MDC COMMENTS KMI o it a 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE m INFORMATION. ALL EXISTING UTILITIES SHOULD REVIS{ONS 5 5-13-05 FINAL: APPROVAL CONDITIONS KMI BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 4/20/05 GENERAL/ELIM. BASIN MHA 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO 3 3-30-05 REV. PER TOWN COMMENTS KMI 2 3-10-05 GEN. UNITS/DRAINAGE KMI CONSTRUCTION. 1 2-25-05 GENERAL -TOWN COMMENTS KMI 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY TF:118.50 I N V(12"):111.15 INV(6"):111.65 WATE MAW PROP LU LU r z 294 LF 8' PVC D K c ? z K I W W w CB8 (2'SUM STA:13+50 2'-L) TF.117.70 INV(15'INCB1 /OUT):104. INV(15"IN ):109.50 INV(6"):109. 0 INV(12"):11 5 CB7 (2-SUM STA:13+50 2'-R) TF:117.70 INV(15"):109 75 IN V(12"):110 INV(6"):11 :B7-OB8 38-C88 V�J12`i=1.25%.OX t0 LF 15";E YD4-CB7 110 LF 12" IIPE UNIT 4 FF:121.50 v W O • •UNIT 5 FF1120.50 UNI 6 FF:120.50 0 n 0 O Q o of W } w m F_ W - = z z U Q t It U n r r z = `° z r � co � x 0 -i c z -4 41 13+00 13+50 14+00 14+50 10-20-05 REV. PER MDC COMMENTS JAU OWNER�APPLICANT JMJ CONSTRUCTION CO., INC. 658 ELLINGTON ROAD SOUTH WINDSOR, CT. 06074 TEL. (860) 282-0628 L,15+50 119.00 106.7 118IIF 1 y � c c Z z O V C810 (2'SU ) STA:15+75 2'-L) TF.118.35 INV(15'IN C812/OUT):1 .15 INX15-IN ):110.20 INV(6 ):109. CB9 (2'SUM STA:15+75 2'-L) TF:118.35 INV(15"):110 t5 INV(12"):11 Z 70 INV(6"):111. CB9-CB10 20'-15' HD S=1.25% YDs-CBs 90 LF 12' PE S-2.8% 8" r>a� Tow DECK 10"� N OF N F / wvf J:ios:o TN WIND FE: 115.00 ` SOFr RFn. 9�b s A_ GAP' 11 A UNIT 18 FF:120.25 1900 z 0 v Do 0 B12 (2'SU ) TA:16+95 2'-L) -:117.20 IV(15"InCB1 out):1( IV(15"inCB1 :1 DB.70 IV(12"):110. 0 IV(6"):108. B11 (2'SUM ) TA:16+95 2'-L) F:117.20 IV(15"):108 5 IV(12"):112 IV(6"):109. 3 IMO-IM UNIT 9 FF: 118.25 LF 8" PVC YDB-CB12 88 LF 12" S=2.2% YD6-Cell 95 LF 12' S-2.1% J 10 Ngt Eaj \N i .�` • 1pk / NSCP�Z O SOOR �N •� p��O I PAVER PATIO O� ��'� �p 5 pp L_uPATIO k'71dN PA710 F 'CF J�6 �'. 1cj . NNI2�. ANV17 12 IOPTION L 215 LF 12" HOPE 0.5% 0 DMH-3 TF:117.10 y INV 6":108.60 INV 12:108.10 8"x4" REDUCER (RESTRAIN 38' WEST) ` C - - 1Ttd 4A PRODUCED I 0RfGfNAL INK DRAWING ON POLY FILM OR LINEN PVI STA = 19+75 LOW POINT ELEV = 112.43 DESIGN PROFESSIONALS, INC. PVI ELEV = 114.73 LOW POINT STA = 20+72.49 j IC5 SOUTH SATELLITE RD. A.D. _ -3.0 K = 8.3 PVI STA = 20+52.49 PVI ELEV = 111.63 "JTH WINDSOR, CT OW74 . ��• -. _ „_ _ , a a 25.0' VC I = A.D. 6.0 �� W O 5 ^ a M N I K = 20.0 120.0' VC I 124 W W 3 w Lw.> Lj v Z ao m w 122 F 01+ a In U I:i U W O N I"m m DO � I x .i1 rn v c m \ 124 LF 8 1 FROM CBt m z� o z PSMH4 STA:18+5 TF:116.00 FL_* 108.20 14 (2'SU ) A:18+43. (12'-L) :115.65 / 15'InCB1 /out):107.5 / 15"MCB1 ):110.75 13 (4-SUM} 4:18+43. (12'-R) 115.65 '(15"):111. 10 (12"):111. 5 13-C614 LF 15" 4PE 1.25% -CB13 LF 12" H PE rn PSMH5 STA:19+75 TF:114.64 FL(8"}:109. 15 (4'SUM ) 1:19+93. (12'-R) 113.60 (15):110. 5 W m CC CD N CO �. O � CO 01 n O� n m N CO .- m tp m n Up cc n O d• m Iri GO Oi O N Om t0 vi COO ri m fV 14' n 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 ■ Tel. 860 • 291 • 8755 Fax 860 291 8757 PLQ L OIFL E GRAPHIC SCALE 40 0 20 40 80&rofesslonals, esign . LAVENDER LANE inc.- ( IN FEET) �DESIGN.- RAY DRAWN.• RAM CHECKED: GBS I inch = 40 ft. civil engineers • planners surveyors ! landscape architects • gis gps JOB NO.: 19JO DATE 12-15-0-4165 South Satellite Road, South Windsor, Connecticut 06074 DRAWWNG NO.: 1930-7-SRD.dw .t �2.17% �I 80 LF 15" In z O 16 (4-SUM ) k:20+72. (18'-L) 111.85 (15"):108. 55 17 (4-SUM ) 1:20+72 (12'-R) 112.00 (15"):108 50 16-CB17 LF 15' H PE m v ILV 118 UNIT 10 FF:117.0 5 116 3� m 114 X > ~ 112 c z 110 N 10 LF 5 DPE 5=0. s�o.7 4 X (TO C814 108 106 # O Z 0 104 PSMH6 STA: 21+75 > TF.114.10 FL:108.85 mm LAT. UNITS 102 T- 11 do 12:1 00 i 100 CB18 STA:21+43. (12'-R) TF:113.05 98 INV(15'):1 OE 10 96 94 92 20+50 21+00 21+50 22+00 PREPARED FOR: TEA BERR Y ES'TA TES ]E1LILIING` ON I ®AD SOUTH WINDSOR, CONNECTICUT SHEE1Z - 10 GENERAL NOTES, 1. ALL CONSTRUCTION TO CONFORM TO TOWN OF SOUTH WINDSOR STANDARDS AND SPECIFICATIONS. 2. ALL PROPOSED CATCH BASINS ARE TO H.•VE 4 FT. SUMPS. 3. ALL PROPOSED DRIVEWAYS SHALL HAVE A 1" LIP. 4. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION. 5. FIELD CHANGES SHALL HAVE PRIOR APPROVAL OF THE TOWN OF SOUTH WINDSOR AND/OR AGENT AND THE DESIGN ENGINEER. 6. CATCH BASIN TOPS SHALL NOT BE CEMENTED DOWN UNTIL FINAL GRADES ARE SET. 7. ALL PROPOSED UTILITIES ARE TO BE UNDERGROUND. 8. UNLESS OTHERWISE NOTED OR SPECIFIED, ALL ROADWAY AND STORM DRAINAGE CONSTRUCTION SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE TOWN OF SOUTH WINDSOR PUBLIC IMPROVEMENT SPECIFICATIONS AND THE STATE OF CONNEC11CUT "STANDARD SPECIFICATIONS FOR ROADS, BRIDGES, AND INCIDENTAL CONSTRUCTION, FORM 814" OR MOST CURRENT ISSUE. PERTINENT CONSTRUCTION DETAILS THAT ARE NOT INCLUDED IN THESE DRAWINGS SHALL CONFORM TO THE STATE OF CONNECTICUT, DEPARTMENT OF TRANSPORTATION STANDARD ROADWAY DETAILS. 9. MAXIMUM SLOPE OF FILL TO BE 3:1. ALL FILL MATERIAL TO BE CLEAN MATERIAL. "CLEAN FILL" MEANS UNCONTAMINATED NATURAL SOIL OR ROCK WHICH IS INERT iN TERMS OF LEACHING AND POSES NO THREAT, PRESENT OR FUTURE, OF POLLUTION TO SURFACE WATERS OR GROUNDWATERS. MOREOVER, CLEAN TYPICALLY EXCLUDES, BUT IS NOT LIMITED TO THE EXCLUSION OF DEMOLITION OR CONSTRUCTION WASTE MATERIALS OR DEBRIS, COMBUSTIBLE OR NOT COMBUSTIBLE, INCLUDING CONCRETE, ASPHALT, PAVING MATERIALS OR BY-PRODUCTS, YARD WASTES, INCLUDING BRANCHES, LIMBS, BRUSH, SHRUBS, TREES, PARTS OF TREES, TREE STUMPS AND SIMILAR MATERIALS GROWN ON OR EMINATING FROM LAND; NONPUTRESCIBLE SOLID WASTES, COMBUSTIBLE OR NON-COMBUSTIBLE; AND BULKY RUBBISH OR REFUSE, INCLUDING PUTRESCIBLE SOLIDS, SEMI -SOLIDS OR LIQUIDS. 10. ALL STUMPS TO BE CHIPPED ON SITE. STUMPS NOT CHIPPED SHALL BE REMOVED FROM SITE, NOT BURIED. 11. EXISTING UTILITIES AS DEPICTED ON THIS PLAN ARE TAKEN FROM AVAILABLE INFORMATION. THE CONTRACTOR iS TO HAVE EXISTING UTILITIES FIELD VERIFIED PRIOR TO CONSTRUCTION. BEFORE EXCAVATING, CONTACT "CALL BEFORE YOU DIG" AT 1-800-922-4455. 12. THE CONTRACTOR SHALL APPLY TEMPORARY DUST CONTROL MEASURES AS NEEDED TO ACCOMPLISH CONTROL. MECHANICAL SWEEPERS SHALL BE USED ON ELLINGTON ROAD WHERE NECESSARY TO PREVENT DUST BUILD UP. �EDIM NTATION AND EROSION CONTROL NARRATIVE 1. PRIOR TO THE START OF CONSTRUCTION, FILTER FABRIC BARRIERS OR HAYBALES SHALL BE INSTALLED IN CONFORMANCE WITH "GUIDELINES FOR SOIL EROSION AND SEDIMENTATION CONTROL" AS PUBLISHED BY THE CONNECTICUT COUNCIL FOR SOIL CONSERVATION SERVICE. SUCH MEASURES SHALL BE MAINTAINED IN PLACE UNTIL SUITABLE PERMANENT VEGETATION IS ESTABLISHED. 2. HAYBALES AS SHOWN TO BE BUTTED TIGHTLY END TO END AND STAKED IN PLACE USING TWO 2" x 2" x 36" WOODEN STAKES PER BALE. 3. HAYBALES TO BE PLACED SO THAT STRING DOES NOT COME IN CONTACT NTH THE GROUND. 4. ALL EROSION CONTROL MEASURES ARE TO BE MAINTAINED OR REPLACED DURING r- "ISTRUCTiON AS NECESSARY. 5. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF ALL SEDIMENTATION AND EROSION CONTROL MEASURES SHOWN ON THESE PLANS. THIS RESPONSIBILITY INCLUDES IMPLEMENTATION AS WELL AS MAINTENANCE. ANY PROPOSED CHANGES TO THIS PLAN MUST BE APPROVED BY THE ENGINEER AND/OR THE PROPER LOCAL TOWN AGENCY. 6. ANTI -TRACKING APRON SHALL BE INSPECTED REGULARLY TO ENSURE PROPER OPERATION. STONE TO BE ADDED TO OR REPLACED AS REQUIRED, AND CONTRACTOR WILL BE RESPONSIBLE FOR SWEEPING EXISTING ROADS AS REQUIRED. 7. AREAS TO BE LEFT BARE FOR MORE THAN 15 DAYS SHALL BE TREATED WITH AIR DRIED WOOD SHIP MULCH OR SEEDED WITH PERENNIAL RYE-GRASS UNTIL FINAL GRADING AND STABILIZATiCA IS TO TAKE PLACE. 8. ALL DISTURBED SLOPE AREAS IN EXCESS OF 3:1 SHALL IMMEDIATELY RECEIVE MULCH AND TEMPORARY SEEDING IN ACCORDANCE WITH THE FOLLOWING RECOMMENDED APPLICATION RATES: MULCH: RATE: HAY OR STRAW 90# / 1000 S.F. TEMPORARY SEEDING: RATE: F,_RENNIAL RYEGRASS 1.0# / 1000 S.F. 9. CONTRACTOR SHALL PERIODICALLY CLEAN CATCH BASIN SUMPS AS REQUIRED DURING CONSTRUCTION. 10. AN APPROVED EROSION CONTROL BOND IS REQUIRED BEFORE THE START OF ANY CONSTRUCTION ACTIVITY. 11. FROZEN MATERIAL SHALL NOT BE USED FOR FILL NOR SHALL FILL BE PLACED OR COMPACTED ON FROZEN GROUND. SEEDING SCHEDULE ALL DISTURBED AREAS NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH A 4" MINIMUM OF TOPSOIL, SEED AS INDICATED BELOW. CONDITION SOIL WITH FERTILIZER APPLIED AT THE RATE OF 300 POUNDS PER ACRE OR 7.5 POUNDS OF 38-0-0 PER ACRE EQUIVALENT. IN ADDITION 300 OU E POUNDS PER 1,000 SQUARE FEET USING 10-10-10 OR EQU F OR EQUIVALENT OF SLOW RELEASE NITROGEN MAY BE USED FOR TOPDRESSING. APPLY GROUND LIMESTONE (EQUIVALENT TO 50 PERCENT CALCIUM PLUS MAGNESIUM OXIDE) AT THE RATE OF 3 TONS PER ACRE OR 135 POUNDS PER 1000 SO. FT. PERMANENT VEGETATION COVER SEEDING DATES: APRIL 1 TO JUNE 1 AND AUGUST 15 TO SEPTEMBER 1 USE THE FOLLOWING MIXTURE: KENTUCKY BLUEGRASS 45% CREEPING RED FESCUE 45% PERENNIAL RYEGRASS 10% APPLY 1 POUND PER 1,000 SQ. FT. OR 45 POUNDS PER ACRE. WOOD CHIPS SHOULD BE APPLIED AT A RATE OF 500-900 POUNDS PER 1,000 SQ. FT. OR 10-20 TONS PER ACRE. TEMPORARY VEGETATIVE COVER SEEDING DATES: MARCH 1 TO JUNE 15 AND AUGUST 1 TO OCTOBER 1 ANNUAL RYEGRASS 100% APPLY ONE POUND PER 1,000 SO. FT. OR 40 POUNDS PER ACRE WITH ANCHORED HAY MULCH AT 2 TONS PER ACRES o u x 11 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE � INFORMATION. ALL EXISTING UTILITIES SHOULD °1 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 l IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR, T D.O.T. 2" STONE TO BE PLACED FILTER FABRIC MATERIAL EDGE OF PAVEMENT PAM Qt4W AVC BWYPLW W7H P.VC SYiEEW PLW Ava AM P.Y.0 TAPE I,S' P.144 117E COWACrm IN LINE CLEANOUT TYPE 1 N.T.S. - PIPE SIZE PER PLAN Construction Sequence Teaberry Estates -Lavender Lane Ellington Road, South Windsor 1. Coordinate all work with Town of South Windsor staff. Prior to the start of construction, the contractor and the owner shall have a pre -construction meeting with the Town of South Windsor; all construction to conform to Town of South Windsor standards and specifications. 2. The contractor shall obtain all required permits prior to construction. 3. The surveyor shall stake -out the limits of clearin and grubbing. 4. The contractor shall coordinate with the proper agencies for relocation of any utilities or sig ns. 5. Existing utilities as depicted on these plans are taken from available information. The contractor is to have existing utilities field verified prior to construction and is to take necessary measures to ensure odequote protection of existing utilities during construction. Before excavating, contact "Cali Before You Dig" at 1-800-922-4455. 6. Install tree protection for trees to be saved. 7. Install erosion and sedimentation control measures at limits of clearing and grubbing. Contact Town for inspection. Maintain all control measures as contraction progresses. 8. Remove and store existing trees to be saved from areas to be disturbed, 9. Remove topsoil from areas of disturbance and stockpile in the locations as shown on the plans. Ring soil stockpiles with silt fence immediately after creation. Establish vegetation on soil that Is to be stockpiled for longer than 30 days. Refer to seeding schedule for vegetative cover of disturbed areas. 10, Clear and grub detention basin area, strip topsoil. Excavate detention basin area to approximate size and depth. New detention basin to be used as sediment basin during construction. Temporary seed with rye grass. 11, Construct detention basin outlet structure as shown on the plans, prior to construction of storm drainage system. No stormwater shall be discharged to the basin until the basin is stabilized with loam and seed, or erosion control mattings. 12. Clear and grub Lavender Lone. 13. Strip topsoil from roadway areas. Pile topsoil downslope of roadway and use as berms to control runoff. Grade to drain to temporary sediment basins. Coordinate work with Town Wetlands Agent. 14, Cut and fill to bring roadway to final subgrade elevation. Immediately stabilize sloped areas with hay mulch or by hydroseeding. 15. Install utilities and drainage system. 16. install base and compact. 17. Upon stabilization of basin bottom and sideslopes either via loam, seed and fabric matting or via installation of sod, stormwater may be discharged to basin. Any catch basins used to transport stormwater shall be suitably protected with appropriate erosion control measures. 18. All slopes and areas disturbed by construction shall be graded smooth and 4 inches of topsoil applied. The areas shall then be seeded or sodden, fertilized, mulched, watered, and maintained until hardy grass grow" is established in all areas. All earthen areas will be grassed except as bhown on the landscaping plan. 19. Reestablish all non -vegetated areas in accordance with Permanent Erosion Control requirements. 20. The first course of pavement to be installed as early as possible during the construction process. 21. Maintain oil existing erosion controls throughout the construction process, and add additional measures as conditions warrant. 22. After ail site work is completed, Including spreading of topsoil and seeding, the contractor shall clean any silt or debris from all structures and pipes. Pipes shall be cleaned by water -jetting as needed and catch basin sumps shall be cleaned by manual extraction or suction lines as needed. 23. Final clearing of erosion and sedimentation controls and storm drain structures. 24. Remove tree protection and temporary erosion control measures. Estimated start date for construction - Spring 2005 Estimated completion date for the project - Fall 2005 REVISIONS 4 8-9-05 FINAL: APPROVAL CONDITIONS KMI 3 4-20-05 ELIM. BASIN/NO WL DIST. KMI 2 4-05-05 CORRECT WL DIST. KMI 1 3-30-05 TOWN COMMENTS KMi NO. DATE. DESCRIP77ON BY ANGLE POSTS 1. SET POSTS AND 2. STAPLE THE SILT S UPSLOPE EXCAVATE A V V TRENCH FENCING To THE FOR STABILITY POST UPSLOPE FROM POSTS. SILT END OF THE POST AND_ FENCING CLEANING. FABRIC TH INTTO TTHE IL1R,N AD EXTEND .H M CAVATED SOILT eAcxnu CONSTRUCTION OF SYNTHETIC FILTER BARRIER N.T.S. " RISER WRAP GRATING SLOTTED PIPE) FILTER FABRIC TO BE WRAPPED WITH 2 LAYERS OF MIRAR FABRIC SECURED WITH A LAYER OF HARDWARE CLOTH OR SIMILAR MESH CB TEMP. SEDIMENT BASIN %" PEA STONE AROUND PIPE DETAIL SEDIMENT BASIN ADJACENT TO CATCH BASIN NTS Sedimentation and Erosion Control Plan Narrative introduction The site is located on the east side of Ellington Road in South Windsor, Connecticut, and contains a total of 12.0 Acres The site is presently a partially wooded, undeveloped former farm field with minim-! wetlands on site. There are currently no utilities or structures located on the site. The majority of plantings ore deciduous trees with brush. Approximately 1.3% of the site is classified as wetlands. The wetlands are located on the eastern half of the property. Proposed Development A private road (Lavender Lone) with an approximate length of 1200 feet is proposed as well as the construction of 25 units of senior housing and a community building. All utilities will be extended from Church Way. A detention basin will be constructed to the north of the existing eet (Church Way) to detain the increased runoff from the development. For additional details on the storm drainage design, see the Stormwater Management Plan. No wetlands will be disturbed by the construction proposed. The major erosion control concern on the project is for the protection of the adjacent residential properties to the south and west of the site, Unity Church to the north of the site, and Town Open Space located north and east of the site from sediment loads resulting from additional pavement runoff. Erosion Control fencing in conjunction with the temporary sediment basin is expected to be sufficient to protect the adjacent properties from construction activities. The detention basin will be used as a sediment basin during construction and will serve to detain the runoff before its eventual discharge to the Podunk River. The site will also be stabilized as quickly as feasible during the construction process. Maintenance & Operation Erosion/Sedimentation Control Systems An extensive erosion/sedimentation control plan has been developed as part of the proposed design. These measures include the following: 1. Installation of silt fence downslope of disturbed areas. 2. Installation of silt fence around stockpiled materials. 3. Use of the detention basin during construction as a sediment basin. 4. Seeding and mulching disturbed areas as soon as practical during construction. 5. Limiting the areas of disturbance during construction 6. Installation of construction entrance pads, and sweeping of roadways as needed. 7. Maintenance of the above measures. The Maintenance schedule and requirements for the measures are listed below. The requirements stated are a summary of the requirements per the State Erosion Control Manual. The contractor will be required to meet all requirements of the State Manual. Silt Fenoa Inspect a minimum of once per week and within 24 hours of the end of a storm with a rainfall amount of 0.5" or greater to determine maintenance needs. When used for dewatering operations, Inspect frequently before, during and after pumping operations. Remove the sediment deposits when sediment reaches approximately one half of height of the existing fence. Replace or repair the fence within 24 hours of observed failure. Temporary Sediment Basin: Inspect the temporary sediment basin at least once a week and within 24 hours of the end of a storm with a rainfall amount of 0.5 inch or greater to deterrnine condition in the basin. Clean the sediment basin of sediments when sediment accumulation exceeds one half of the wet storage capacity for the basin or when the depth of available pool Is reduced to 18 inches, whichever is achieved first. Sediment levels shall be marked within the sediment storage areas by stakes or other means showing the threshold elevations for sediment cleanout. Prior to removal of sediment, dewater basin avoiding discharge of sediment into any watercourse. Dispose of sediment by spreading in an area outside of wetlands and upland review areas. Place silt fence around the spread sediment, and seed. The erosion/sedimentation control plan is contained within the design plans and details. Permanent Maintenance and Operation: The following maintenance operations ons will be required to ensure the proper and efficient operation of the Storm Water Detention Basin System. The following maintenance schedule is intended to be a minimum guide, and additional inspections and maintenance measures may be required following large storm events that could cause the deposition of excess debris in the system. Pipe Outlet Locations: The pipe outlets and associated riprap shall be inspected annually and cleaned of silt and/or debris. The riprop shall be reshaped and replenished as required. Catch Basins: The catch basins shall be inspected at a minimum bi-annually. The sumps shall be cleaned when the depth of material within the sumps reaches 1'. Pavement Sweeping: The street shall be swept at a minimum of twice per year. Once in the spring shortly after the end of the snow season, and once in the fall after the leaves have fallen. Outlet Structure: The detention basin outlet shall be inspected annually, and all debris and silt shall be removed. The discharge point from the outlet system shall be inspected also, and all silt and debris shall be removed. The riprap at the discharge shall be rearranged and replenished as needed. All silt and debris shall be disposed of at a suitable location. Detention Basin: The detention basin shall be inspected twice yearly. All large woody growth that may affect the flow of water or the stability of the basin shall be removed. The spillway shall also be ...^pected after any flow passes through it. The riprap shall be rearranged and added to as required to maintain the design as per the design plans. Any erosion or other problems that may affect the proper operation of the detention basin shall be repaired promptly. The project will require Inland Wetlands approval and Planning and Zoning Commission approval from the Town of South Windsor, Connecticut prior to construction. The maintenance of the permanent measures will be the responsibility of the property owners. The contact for emergencies during construction would be the owner (JMJ Construction, inc.). L!"*M1i +l►E .i + CB GRATE FILTER FABRIC --x FILTER SUBGRADE FABRIC CB TOP - NOTE: REMOVE CB GRATE. PLACE FILTER FABRIC REPLACE GRATE TAKING CARE NOT TO DAMAGE FILTER FABRIC ANCHOR W/STONE OR EARTH PILE. CATCH BASNN GRATE SEDIMENTATION CONTROL N.T.S. T. EXCAVATE A TRENCH 4" DEEP AND THE WIDTH OF A STRAW BALE. STREETS/ EARTH OR PAVED AREAS STONE ANCHOR PILE SEE PAVEMENT DETAIL APPROVED GRANULAR NON -ORGANIC BACKFILL MATERIAL PLACED AND -� 0 0 COMPACTED IN E N FOOT (MAX.) LIFTS WARNING TAPE PER CONN. GENERAL SUBGRADE STATUTE 16-345, AS AMENDED, PLACED 12" (MIN.) TO 24" (MAX.) ABOVE THE TOP OF THE PIPE. BANK RUN GRAVEL FILL PLACED AND COMPACTED IN 6" LAYERS. NO STONE LARGER THAN 1-1/2". MATERIAL SHALL MEET D.O.T. PIPE, AS SPECIFIED M.02.05 3/4" BROKEN TRAPROCK 3/4" CRUSHED STONE BEDDING MATERIAL IN ROCK EXCAVATION OR AS DIRECTED BY THE ENGINEER. THE MATERIAL SHALL MEET D.O.T. M.01.01.21 FOR 3/4" STONE. BACKFILL TO CENTERLINE OF PiPE WHEN USING POLYETHYLENE OR A.B.S PIPE. tAW BALE 2. PLACE AND STAKE STRAW BALES, TWO STAKES PER BALE. •BINDING PARE OR TWINE c PACKED STRAW 0 PLAN VIEW COMPACTED BACKFILL 4. BACKFILL AND COMPACT 3. WEDGE LOOSE STRAW !j II ( THE EXCAVATED SOIL AS BETWEEN BALES TO CREATE F I II i I II SHOWN ON THE UPHILL SIDE A CONTINUOUS BARRIER. iiS iI) OF TiEI BARRIER TO PRE- :€:•. iiS (IS • � hill/, J A IiS� 11'41�1�11 Ily�ll�(til � 11 11 BOTTOM OF DRAINAGE WAY PLAN VIEW B IMIL1WINE&i�m� r- • BE HIGHER THAN ELEVATION AT POINT B. CROSS SECTION BALED HAY OR STRAW INSTALLATIONN.T.S. 4" TOPSOIL AND SEED p .....Q . p.:.:.:.p:.:.'..'.'........ ... FILTER FABRIC -+---MIRAFI 140S OR EQUAL (IF REQUIRED - SEE PLANS) 8" ROLLED GRAVEL WIDTH OF GRAVEL DRIVE TO BE AS SPECIFIED ON PLANS. 'EL DRIVE DETAIL NOT TO SCALE LAWN/ CROSS-COUNTRY T 4 Min. I-� 12" .4 O.D. -4- 12„ PIPE 1 TYPICAL STORM DRAIN TRENCH SECTION NOT TO SCALE LAWN / STREETS CROSS-COUNTRY I PAVED TOPSOIL k SOD OR SEED -r r- • BE HIGHER THAN ELEVATION AT POINT B. CROSS SECTION BALED HAY OR STRAW INSTALLATIONN.T.S. 4" TOPSOIL AND SEED p .....Q . p.:.:.:.p:.:.'..'.'........ ... FILTER FABRIC -+---MIRAFI 140S OR EQUAL (IF REQUIRED - SEE PLANS) 8" ROLLED GRAVEL WIDTH OF GRAVEL DRIVE TO BE AS SPECIFIED ON PLANS. 'EL DRIVE DETAIL NOT TO SCALE LAWN/ CROSS-COUNTRY T 4 Min. I-� 12" .4 O.D. -4- 12„ PIPE 1 TYPICAL STORM DRAIN TRENCH SECTION NOT TO SCALE LAWN / STREETS CROSS-COUNTRY I PAVED TOPSOIL k SOD OR SEED -r 24• CM OPt7E40 0 0 DODau Donau SECTION A -A IFRAMC k ORATE M EC lm Lr am" rovilo r MODEL tAM2E4 APPROVED EQUAL ADAM 7o QuDE VimOR MAX. OF TMO COURSES OF CONQ BRICK St0e TOP RENFORCED CONCRETEMANHOLE DKTs i M11T1FOND- JOMITS24-1 4'20-3 IJA OA 4 REINFORCED CONCRETE114YIOlE EASE 1rYARD DRAINFRAME & GRATE TONE FpMDAUON SEOIiON R-9 PRECAST STRUCTURE FOR YARDDRAIN NOT To SCALE APPROVED GRANULAR NOW ORGANIC BACKFILL MATERIAL a• • , , . PLACED AND COMPACTED IN •� ONE FOOT (1) (MAX.) LIFTS. YEARNING TAPE PER CONN. GENERAL STATUTE SECTION • i6-345, AS AMENDED, PLACED �� .. i2" (MIN.) TO 24" (MAX) ABOVE TOP OF PIPE. SAND BLANKET 4, ?� a. 12• MIN. PIPE, AS ShEGFlED 1/2 C.D. PIPE'' 3/4' BROKEN TRAPROCK 1 / �, .Q ` 2 D. PIPE •. FILTER FABRIC , (SEE NOTE) 6'tMIN. O.D. PIPE + SECTION NOTE: 1. SEE STANDARD DETAIL FOR CLAY STOPS YMERE a MIN. NECESSARY PG. VI-46 2. FILTER FABRIC SHALL BE NONWOVEN CLASS 2, WITH PERMITTIVITY OF , r OS TO Od SEC" AND ADS OF OA3 nn TO 0,22nn AND SHALL PIPE - IN GROUND WATER MEET AASHTO M288-96 NOT To SCALE TYPICAL SANITARY SEWER TRENCH SECTION N.T.S. 6"-30' BEND EDGE OF PAVEMENT 6" Y WOOD 2 x 2" STRIP TO BE CARRIED FROM SEVER TO--,_ SURFACE OF GROUND 6" Y BRANCH Tel. 860.291 • 8755 � Fax 860.291 • 8757 M U n nn esign ■ (� rof essiona lsii Inc ■ DESIGN.• KM/ DRAWN. RAM CHECKED: GBS ® civil engineers • planners surveyors landscape architects gis • gps JOB NO.: 1930 DA 7F: 12-15-04 165 South Satellite Road, South Windsor, Connecticut 06074 DRAWING NO.: JOBS/1930/1930-DETAIL5-SRD iOPOSED SANITARY SEVER PROPERTY LINE 6" Y BRANCH A 6"-30' BEND 'CRUSHED STONE (WHERE REQUIRED) JOINTING MATERIAL IN -"CONNECTION TO BE SAME AS MAIN SEWERS NOTES: 1. ALL CONNECTIONS TO BE LAID TO GRADE OF 1/4" PER FT. MIN. AND CARRIED TO THE EDGE AS gSPEECIIFIGEDgBY TRHE�7EENGINEER. 2' l PAVEMh ORDIPROPERTY LINE TYPICAL SANITARY SEWER CONNECTIONS N.T.S. OWNERAPPLICANT JMJ CONSTRUCTION CO., INC. 658 ELLINGTON ROAD SOUTH WiNDSOR, CT. 06074 TEL. (860) 262-0628 PREPARED FOR: TEAB3ERR Y ES'T:A TES 1F.",L l.eU G JS, Obi O61)1L1/ SHEET 8, f� ADJUST A PATH COURSES -- FRAME & COVER DETAIL OF CONC, BRICK OR CONC. GRADING RINGS (SEE NOTE 1) O VARIES 6 TO 12 i� 3' lbMANHOLE STEP a {SEE STANDARD DETAIL) :•`•r SEE JOINT DETAIL NI (BELOW) 1%2%3'. OR 4' RISER 4' '`<'" SECTION AS REWIRED �,•� 811UMASTIC FOR DETAILS, SEE DAMP PROOFING ' 4'-0" MIN. ELASTOMERIC COUPLING TO J7WT o : N, • TO JOINT AND FLEXIBLE I ' MANHOLE SLEEVE CLASS "A" CONCRETE OR BRICK MASONRY SELF-CLEANING INVERT CLASS "A' CONCRETE z � 2 DEGREES MAX. COLD APPLIED BITUMINOUS ROUND RUBBER SEALER GASKET JOINT SPIGOT & BELL REINF. ALTERNATE JOINT GASKET JOINT .. a� �: .� ..r�,.. ..7. fir.. •r 1i .5. • c0 3/4" BROKEN TRAPROCK ELEVATION NOTES: 1. TOP STEP TO BE A MAXIMUM OF 12" BELOW TOP OF MANHOLE FRAME & COVER ELEVATION. 2. IF TOTAL DEPTH IS TEN FEET OR GREATER, CERTIFICATION OF HS-20 LOAD BEARING CAPACITY SHALL BE SUBMITTED TO T.:E TOWN ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. 3. MANHOLES MUST HAVE GALVANIZED FRAMES AND GRATES. REINFORCED PRECAST CONCRETE MANHOLE (SANITARY) NOT TO SCALE 12' i 12' POINT OF -�----- APPLICATION 3/8, 1' I OF GRADE -- 3/8 1' `-I 1-1/2' BITUMIN❑US CONCRETE CLASS 2 w 6' PROCESSED TRAPROCK BASE SURFACE COURSE (COMPACTED) AND (COMPACTED) MEET GRADATION 1-1/2' BITUMINOUS CONCRETE CLASS I M05.01-1 BINDER COURSE (COMPACTED) 6' MIN, BANK RUN GRAVEL OR LOCAL ROADS IF PAVING IS DONE SUBBASE AFTER OCT 15 OR BEFORE APRIL 15 OVER PREPARED SUBGRADE 2' OF BINDER COURSE SHALL BE (COMPACTED) PLACED. MEET GRADATION OF M2,06 GRADING TYPICAL ROADWAY SECTION REVISED: NOT TO SCALE SURFACE COURSE 10" w z m 4" 1 1211 1. CURBING MATERIAL TO BE CONN DOT CLASS 3 BITUMINOUS CONCRETE. 2. CURBING TO BE LAID ON TOP OF BINDER COURSE. BITUMINOUS SLOPE CURBING NOT TO SCALE 6" MIN. BANK RUN GRAVEL SUBBASE / `-- 6" PROCESSED TAPROCK BASE OVER PREPARED SUBGRADE (COMPACTED)-J (COMPACTED) MEET GRADATION M05.01-1 MEET GRADATION OF M2.06 GRADING B CROSS SECTION BITUMINOUS CONCRETE PAVEMENT N.T.S. o u n 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE 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 IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. 4 4-20-05 3 3-30-05 2 3-10-05 1 1 2125105 ND. DATE 62e Bonding Holes 2 - 1.5" Dlo. Hondlin Holes 24.50" Da. 0.75' 1.50' 2.125' 1.50' 6" 1.50' 21. 5' Dia. 0.75' 0.75' _T s' 36' Da. 48' 0'a. S..:TION B-B CAST IRON FRAME N.T.S. SLIM. DET. BASIN OUTLET KMI GENERAL KMI GENERAL KMI PER TOWN COMMENTS GLW DESCRIPTION BY f�QTE I. The lower surface of the cover and the corresponding upper surface of the frame shall be machine finished to provide o smooth flat contact of fit, without any tendency for the cover to rock or rattle. STORM MANHOLE A ALTERNATE A a� 0 E3 QO ^o �o °O ®/g c ° 4 j O O�a 0 0 0 00 00 0 ❑ 0 0 �n0_ p O Q Oo00 Vo 0�0000 I§4 r'0 o�o®flVo° 23.875' Dia. r 1 I =-� r ,.2 0.38' 1.25" 1.125' 0.75 0.875` .56' 1.12�- I -- -I L3.6875' 1.500.56" ' - � 0.75" 1 94' 1Y Dio. SECTION A -A CAST IRON COVER N.T.S. 1/4 KAUIUS IVUL TYPICAL SIDEWALK PLAN NOT TO SCALE PIPE DIAM, A B C D E F G H WT RIP -RAP IN TONS 15" 10' 7' 1-1/2' 1' 1' -1/2' 1-1/2' 3' 6 18" 12' 8' 2' 1' 1' 5' 2' 4' 8 21" 13' 9' 2-1/2' 1-1/2' 1' 7' 2-1/2' 4-1/2' 12 24" 17' 10' 2-1/2' 1-1/2' 1' 8' 2-1/2' 5-1/2' 15 30" 20' 13, 3' 2' 2' 9' 3' 6' 22 36" 1 22' 1 16' 3-1/2' 2' 2' -1/2' 3-1/2' 7' 33 ENERGY DISSIPATOR DETAIL NOT TO SCALE MTL »E.} 3" B CONCRETE OR BRICK INVERT B FLOW 14"X10" FORGED ALUMINUM SAFETY RUNG MANHOLE STEPS 16"O.C. TOP STEP TO BE 4" BELOW FRAME SECTION A -A STANDARD M.H. LOCKING FRAME AND COVER (WATERPROOF) ADJUST TO GRADE WITH MAX. OF FOUR COURSES OF CONC. BRICK I fi Z V L 16"TYP PRECAST REINFORCED CONCRETE MANHOLE ECCENTRIC CONE ALUM. p STEP p REINFORCED CONCRETE 111 MANHOLE SECTIONS WITH "0 w w RING" JOINTS t_n Q o a A 4'-O" DIA REINFORCED CONCRETE A m MANHOLE BASE -t z •-- FLOW 11 J7 CONCRETE OR BRICK MORTAR INVERT 6" 3/4" CRUSHED STONE FOUNDATION SECTION B-B REINFORCED PRECAST CONCRETE MANHOLE not to scole A F, :1• t ip L- 4'-4" PLAN VIEW APPLICATION OF GRADE--, V-7 3/E PDT. CCROSS-SLC om W T- WSJ VV1l I lV � � W y o el NOTES: 1. ALL EXTERIOR WALLS OF CATCH BASIN HILL BE FACED, PAINTED AND GROUTED WITH CEMENT. 2. LADDER RUNGS SHALL BE PRO- VIDED IN CATCH BASIN WHERE HEIGHT OF STRUCTURE EXCEEDS B FEET. 3. IN SANDY SOILS APPLY DAMP - PROOFING ON ALL FOUR WALLS. 4. RED BRICK NOT TO BE USED. 5. WHERE PRECAST CONCRETE UNIT IS USED FOR SUMP THE TOP OF THE UNIT SHALL BE AT LEAST 6' BELOW THE BOTTOM OF THE PIPE OUTLET FROM THE CATCH BASIN. 6. WHERE MASONARY CONCRETE UNITS ARE USED CORBELLING WILL BE PERMITTED. MAX. CORBEL TO BE 3'. NO PROJECTION SHALL EXTEND IN- SIDE OF LIMITS. 7. ADJUST FRAME ELEVATION WITH BRICKS 6' TO 12" B. PROVIDE MINIMUM 2'-0" OF COVER OVER PIPE AT BELLS 9. PROVIDE 6" OF 3/4' TRAPROCK UNDER EACH STRUCTURE AT BASE. 10. CATCH BASINS TO HAVE GALVANIZED FRAMES AND GRATES. 1 -1 w BRICK L 5/8" r- - 4'-8 3/4" EVELERS 3-5/8' 3 4 1 - 00 N-CLASS V CONC. E OR PRECAST CONC. BLOCK 8" 3'-0" CLASS 'C' CONC. 4'-0' SECTION B-B SECTION A -A TYPE 'C' CATCH BASIN not to scale VARIES 4'- 0" 6' 1 /4" R 1 /4" R 5 MEET TOP OF CURB, OR EDGE OF PAVEMENT IF NO CURB EXISTS 1/2". 1' 1/4": 1' BIT. CURB 4 a 4 a 4• a 44 .e 44 �4,4 'a4Q� ^ a Q a 4 44 44a 4 44 4� 44 < 4 4< 4 4 4" TOPSOIL & SEED 4" TOPSOIL 5" CONC. SIDF'" -LK (3500 PSI CONCRETE) INSTALL PER & SEED PER CT DOT 9.21 AND TOWN OF SOUTH WINDSOR DESIGN STANDARDS/ 8" CONC. SIDEWALK WITH WIRE REINFORCING WHERE IT CROSSES ANY DRIVEWAYS, ACCORDING TO TOWN STANDARD. MATCH 1 8" PROCESSED STONE OR BANK RUN GRAVEL GROUND CT DOT M2.06 GRADATION "B" OR M5.01.1 TYPICAL SIDEWALK SECTION NOT TO SCALE \ D C BARREL B SLOPE LINE -"`I 1" MIN. WALL (SFE NOTE 2) N z SECTION X-X DETAIL 'A' nts DETAIL 'A' FOR USE WITH COR- RUGATED METAL PIPE 54" OR LARGER. + I o a END VIEW �- POURED CONCRETE CUTOFF WALL OR PRECAST CATCH BASIN SUMP, ANCHORED TO CULVERT END DIMENSIONS FOR REINFORCED CONCRETE CULVERT END FLARE REINFORCEMENT ONE LAYER Q: IN CENTER OF WALL DIA. A B C D E F Rt R2 LOINHGIITTU IDNAALLS MIN AREA STEEL SQ.IN.PER FOOT SQ.IN.PER FOOT 18" 9" 2'-3" V-10" 6'-1" 3'-0" 2'-5" V-31/2" 1'-0" 0.060 0.060 21" 9" 2'-11" 3'-2' 6'-1' 3'-6" 2'-71/2" V-4" V-1" 0.066 0.066 24" 9 1 V-7 1/2" 2'-6' 6'-1 1/2' 4'-0" 2'-9 3/16"1'-4 13/16" V-2" 0.72 0.072 30" 02' 1'-0" 4'-, '-7 3/4" W-1 3/4 5'-0' V-1' V-6 1/2" V-3" 0.084 0.084 36" 1'-3. V-3" V-10 3/4' 8'-1 3/4 6'-0" '-If 11/t5 2'-5/16" 1'-W 0.096 0.096 42" 1'-9" W-3" 2'-11" 8'-2" W-6' 4'-5 7/8 2'-3 1/2" V-10" 0.108 0.10a 48" 2'-0" 6'-0" 2'-2" 8'-2" 7'-0" 4'-61/2"2'-41/2" P-10" 0.120 0.120 54" 2'-3" 5'-5' 2'-11' 8'-4" 7'-6` 5'-5 1/2' 2' 7 8" 2'-0" 0.132 0.132 60" 2'-6" 5'-0" 3'-3' 8'-3" 8' -0" V-1 /2" 3'-11 /16" 2'-0" 0.144 0.144 12" 4" T-O" 4'-3/8" 6'-3/8' 2'-0" t'-7 t5/ts 10 1/4" 9" 0.048 0.048 15" 6" 2'-3" 3'_10" 2'-6" 2'-5/16" V-1/2' 11" 0.054 0.054 FLARED END n s SAND BLANKET (TYP.) TIAL `--BOTTOM OF EXCAVATED TRENCH NATURAL CLAY PROFILE VIEW NOTES: 1. WIDTH OF STOP SHALL EXTEND TO UNDISTURBED MATERIAL ON BOTH SIDES OF TRENCH. 2. WHERE ROCK IS ENCOUNTERED, HEIGHT OF STOP SHALL EXTEND TO THE TOP OF ROCK. 3. TO BE LOCATED ALONG THE SANITARY SEWER LINE AS SHOWN ON PLANS. EXCAVATED NATURAL CLAY TRENCH WIDTH 111111,z111111zz4zz114 .' •d .A' A.4.< A_777 d' , ;.. 4'-0" (MAX.) (TO OUTER MANHOLE WALL) 1'-6" 2' MIN. FULL TRENCH WIDTH(FROM PIPE JOINT) PLAN VIEW NATURAL CLAY DRAINAGE STOPS NOT TO SCALE 8'-O'AISLE VAN ACCESSIBLE 16'-0" WIDTH AISLE I - PARKING HANDICAP PARKING SYMBOL SPACE 4" WDE PAINTED LINE (TYP.) V WIDE PAINTED LINES ®18 O.C. 45'ANG. PRECAST CONCRETE WHEEL STOP EDGE OF ASPHALTIC CONCRETE CURB a HANDICAPPED SIGN 'A' do 'S' \ i y I I W/B OOME FINITE SH VAN ACCESSIBLE PARKING STALL N.T.S. PAVEMENT HANDICAP PARKING SYMBOL N.T.S. ALL MATERIALS ARE TO MEET CONN. D.O.T. SPECIFICATIONS FORM 814A AS AMENDED 6' AT BACK 4" OF WALK BITUMINOUS CURBING SLOPE NOT TO EXCEED 1: 12 S• 5 WIDTH EXPANSION JOINT AT BACK OF VARIES CURB AND AT SIDEWALK LINE EXPANSION JOINT AT BACK OF CURB SIDEWALK AND AT SIDEWALK LINE. TF SLOPE NOT TO EXCEED 1: 12 GRASS RAMP GRASS 3 MIN. BITUMINOUS CURB LINE I~ �I 3'-4" MAX MONOLITHIC CONCRETE B.O.W. CURBING T.O.C. `- BIT. CURB (TYP.) FINISHED PAVEMENT LEVEL (BOTH SIDES) NOTE: DRAINAGE DESIGN IN THE VICINITY OF RAMPS SURFACE SHALL BE SHALL BE AN INTEGRAL PART OF THE RAMP TEXTURED AND NON -SLIP. DESIGN. NO DRAINAGE STRUCTURE SHALL BE PLACED WITHIN THE LIMITS OF THE RAMP, Tel. 860.291 • 8755 � Fox 860.291 •8757 �T �, �,�S sign , rofessionals! inc. DESIGN.- KM/ DRAWN RAM CHECKED. GBS ■ civil engineers • planners • surveyors ■ landscape architects • gis • gps JO8 NO.: 19JO DATE.' 12-15-04 165 South Satellite Road, South Windsor, Connecticut 06074 DRAW/NG NO.: JOBS119JO119JO-DETAILS-SRD CONCRETE SIDEWALK HANDICAP RAMP NOT TO SCALE OWNERf APPLICANT JMJ CONSTRUCTION CO., INC. 658 ELLINGTON ROAD SOUTH WINDSOR, CT. 06074 TEL. (860) 282-0628 PREPARED FOR: TEA B 'RR J.;10 TA TES' IEL]LRNGTON '"m OAD SOUTH WINDSOR, CONK ECTIICUT SHEET 9 10 PAVEMENT OR GROUND SURFACE TRENCH WIDTH TO BE MINIMUM OF 3' WATER MAIN-J L-TAPPING MACHINE TO BE MOUNTED AND OPERATED BY THE DISTRICT. THE TRENCH IS TO BE PROPERLY OEWATERED AND COMPLY WITH OSHA REOUIRLMLNTS FOR TRENCH EXCAVATION. TRENCH REQUIREMENTS FOR 1" TO 2" SERVICE TAPS N.T.S. PIPING TO BE RESTRAINED WITH ROODING OR RETANING GLANDS WATER SERVICES 4" THROUGH 8" (IF REQ'D) N.T.S. 3/4' IRFADED RODS W/NUTS AND WASHERS 24" TYPICAL LENGTH r NUT ALL LACING RODS SHALL RECEIVE TYO-COATS OF EYE BOLTS RUST INHIBITING PANT AFTER ASSEMBLY EBAA IRON INC. PUSH ON JOINT PIPE ANSI/AWWA SERIES 600 C751/A 21.11-80 D.I. CUSS 54 1). RETAINER GLAND OR APPROVED EQUAL TEE BOLTS/NUTS SEE OETAL M.J. FITTINfNSI/AWWA CIIO-77A SET M.J. FOLLOWER GLAND O W lti BOLTS. (2)M.J. RETANER GLAND RETAINER GLAND USE EYE -BOLTS. NUTS & WASHERS THRUST erem4,N1-RF41RAWM (2)PUSH-ON JOINT RESTRAINT USING 1L11NT METHODS MECHANICAL JOINT RETAINER GLANDS AND LACING QMECHANICAL JOINT RETAINER GLANDS ©PUSH -ON JOINT RETAINER GLANDS TYPICAL kESTRAINED JOINTS N.T.S. THE METROPOLITAN DISTRICT I WATER SERVICES INSTALLATION DETAILS NOTE: SIZE OF ANCHOR, NUMBER OF RODS REQUIRED, FINISHED GRADE OR JOINTS TO BE RESTRAINED TO BE DETERMINED OR ROAD SURFACE BY SIZE OF MAIN AND PRESSURE RANGE, APPROVED GATE APPROVED GATE BOX TOP SECTION j BOX COMPLETE • CONCRETE ANCHORaSIZEDVALVE 5CUT PIECE OF GATE4 P D.L. APE APPROPRIA (M.J.) CUT AND REMOVE REDUCER (IN 1/2' OR 3/4" OXATE SECTION OF GASKET SO WATER WILL DRAIN FROM STANDPIPE 3/4" CRUSHED STONE DRAIN POCKET WITH 6 MIL POLY COVER WATER MAIN THRUST 4"-90 DEGREE BEND (M.J.) TWD-3/4" THREADED RODS. EYE BOLTS AND NUTS OR RETAINING GLANDS ON ALL M,J. FITTINGS CUT 4" D.I. PIPE MIN. 18" LONG TO BE USED AT END OF MAIN ONLY WHEN THERE IS NO PROBABILITY OF FUTURE MAIN EXTENSION 4" BLOW —OFF ASSEMBLY (END OF MAIN) FIGURE-51 zo 1 x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY 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 IMPRESSION SEAL AND ORIGINAL SIGNATURE ` OF THE PROFESSIONAL ENGINEER/SURVEYOR. STREET LINE CURB WALK /j BITUMINOUS f ROAD SURFACE CURB BOX & OPERATING ROD TWO STREET ELBOWS ADAPTERS FROM IRON PIPE (SWING JOINT) THREAD TO COPPER TUBE USING COMPRESSION CONNECTION CORPORATION (INSTALLED BY METROPOLITAN DISTRICT) CURB STOP BALL VALVE THREE PART UNION COPPER COMPRESSION x CONNECTOR (IF NEEDED) TYPE "K" COPPER TUBING ADAPTERS FROM IRON PIPE THREAD TO COPPER TUBING USING COMPRESSION CONNECTION WATER MAIN 1" SERVICE TAP OFF HORI�. CENTER LINE & ALL 1 1. 2" & 2 TAPS N.T.S. THRUST RESTRAINT - LACING METHOD SPECIAL SHOULDER EYE BOLT IN SLOTTED HOLE {ACING RODS �L LACING RODS I 0 O REGULAR EYE -BOLT i I REGULAR EYE -BOLT 4" JOINTS 6" & B" JOINTS 10"JOINTS 3/4- LACING RODS• In EYE BOLT MECHANICAL JOINT GATE OR wNG PIPE SIZE No. LACING RODS 4'•6" & B" 2 - 3/410 10" & 12" 4 - 3/4'• • STANDARD LENGTHS ARE 6' & 10'. COUPLINGS MAY BE USED FOR LONGER LENGTHS. NOTES: 1. NUMBER OF LACING RODS IS BASED ON MAXIMUM PRESSURE OF 150 P.S.I. IN MAIN. 2. M-BOLTS AND LACING RODS ARE TO BE FABRICATED FROM A-36 STEEL 3. STEEL LACING RODS SHALL HAVE A YIELD STRESS OF NOT LESS THAN 36.000 P.S.I. 4. EYE -BOLTS SHALT. HAVE A MINIMUM TENSILE STRENGTH OF 7.000 LEIS. EACH. 5. 3/4' LACING RODS AND EYEBOLTS ARE UNSUITABLE FOR PIPELINES 16 INCHES IN DIAMETER AND LARGER. RESTRAINT FOR 16 INCHES AND LARGER PIPES MUST BE DESIGNED ON A CASE -BY -CASE BASIS AND APPROVED BY THE METROPOUTIAN DISTRICT. MECHANICAL JOINT LACING DETAIL N.T.S. SAW CUT AND SEAL JOINT WITH TACK COAT M 04.01 1' OR 1 1/2' (COMPACTED) CLASS 2 BITUMINOUS CONCRETE SURFACE COURSE (OR MATCH EXISTING, IF GREATER) M 04 2' OR 1 1/2' (COMPACTED) CLASS 1 OR 2 BITUMINOUS CONCRETE BINDER COURSE ( OR 4 MATCH EXISTING, IF GREATER) M 04 6' (COMPACTED) PROCESSED TRAPROCK `` .ri.4 q' 4•y. 4 .,c, BASE,- M 05.01, ., ,; �_ ;,ti,,A.: ,�. `.�". • , r,. .,,,, 6' (COMPACTED) PROCESSED GRAVEL +! %. ;..: `'`'�: '• ,ti : • SUBASE OVER COMPACTED SUBGRADE ., r: ,I .s• `�> '~ • •"•.. (TRENCH BACK FILL) M,02- GRADE, B . *. tip. •. .1!. :;.t�..':: �• �'�`' '• ( =�<t '+ �' `''`s' (OR PROCESSED TRAPROCK) TRENCH VADTH NOTES 12" 17 MIN. VARIES MIN. 1, ALL SAW CUT AND SEALED JOINTS TO TYPICAL BE EITHER PARALLEL WITH, OR PERPEN- TRENCH DICULAR TO, THE CENTERLINE OF SECTION THE PIPE, 2. ALL MATERIALS ARE TO MEET FORM 814A, AS AMENDED ;iFCT10>y PERMANENT PAVEMENT PATCHING DETAIL N.T.S. THE METROPOLITAN DISTRICT M"o WATER SERVICES INSTALLATION DETAILS 11 ALL METROPOLITAN DISTRICT HYDRANTS 2't OPEN LEFT APPROVED HYDRANT BREAK -AWAY FLANGE SHOULD BE 2-INCHESt NOZZLE CAP CHAIN ABOVE FINISHED GRADE BREAK AWAY FLANGE m GROUND LINE ROAD SURFACE t LDIJ16` 6" C CONCRETE ro COLLAR (i'-8"x3'x1') 6" GATE VALVE N 01"t ASPHALT IN GATE BOX 0 12" IMPREGNATED z FELT WRAPPING, 3-WAY TEE o 0 (MIN.) OR EQUAL (M.J.) n 3/4" CRUSHED STONE DRAIN POCKET (12 CUBIC FEET MINIMUM) IF_3 CUT 6" D.I. PIPE LENGTH AS REQUIRED 6" D.I. RETAINING GLAND ON ALL M.J. FITTINGS FIRE HYDRANT ASSEMBLY TYPICAL RETAINING GLAND INSTALLATION FIGURE - 25 REVISIONS 2 8-9-05 Per MDC Comments/added details/ttlblk RJ8 7 3-30-05 TOWN COMMENTS KMI NO. HATE DESCRIPTION BY THE METROPOLITAN DISTRICT MCIC WATER SERVICES INSTALLATION a DETAILS t z 0 z J a z J 0 U Q41NINCH COPPER I) ILI— 1/4 INCH FARENUT E:-44� 4UINC S BIC i xi �4 INCH BUSHING 1XI INCH COUPLING O — INCH I.P. C I.P. ORPORATLUON STERILIZATION TEST POINT NO GATE BOX REQUIRED MAY BE USED FOR WATER SERVICE STERILIZATION SAMPLING FITTING FIGURE - 47 LAWN / STREETS CROSS-COUNTRY PAVED I TOPSOIL & SOD OR SEED- 4 NATIVE BACKFILL •' .• SHALL NOT CONTAIN ASHES, 4.' . a`• • .. CINDERS, SHELL, FROZEN :.. MATERIAL, LOOSE DEBRIS OR STONES LARGER THAN 2` IN MAXIMUM DIMENSION d• a CAUTION TAPE ' EENED SAND N. tr MIN CABLE, AS SPECIFIED 6' IN. ;..� NOTE COORDINATE PATH ELECTRICAL DRAMNGS, ELECTRICAL TRENCH N.T.S. TAPPING GATE VALVE TEST PLUG ON 7'-0" MINIMUM I TAPPING SLEEVE TO BE ON TOP TAPPING !R TAPPING MACHINE TO BE SLEEVESL o MOUNTED AND OPERATED MOUNTED I BY THE DISTRICT ON MAIN S CONCRETE V-0" MIN. CLEARANCE ALL AROUND THRUST BLOCK VALVE FLANGE 1'-6" MAX. TO BE INSTALLED 00 W0BLOCKING AFTER TAP IS (MUST REMAIN) MADE 1 •-0" WATER MAIN ' PROTECT NUTS & BOLTS FROM CONCRETE HorEs I. TAPPING SLL V ! TAP WTE VALVE TO BE HWAL ED ON WATER AWN BY ME CONTRKTOP THE D&CT M,cL TTSF R.':TAWHON PRHIR ro YAl(x,D TAP. ND TAP WILL BE MADE IF THERE IS NO TEST PWG. 2. TAPPING W1E VALVE TO HAVE HWD Oi OPEPATpH AS D4IECT[D BY THE ObTRICT. IF VALVE 1KH0 DF OPFJWLTEW IS NOT CORRECT. NO 7A =ILL BE IVDE. D. TRENCH 10 BE DEWATERED AND W COMPLIANCE WITH OSHA RECUREMDn FOR TRENCH EXCAVATION. TRENCHING REQUIREMENTS FOR MAKING TO 12" TAP ON WATER MAIN (IF REQ' N.T.S. A -PLAN (NOT TO SCAI.E) INLINE DRAIN - PVC BODY BY NYLOPAST OR APPROVED EQUAL PROVIDE 15' WATER -TIGHT GASKETED ADAPTORS VIA TEE OR EL 15" HDPE\ ' "• 12' MIN 4'MIhJ 4'MiN. STORM DRAIN OW.: _.., - - •.. PIPE OUTLET INVER 4 SET ELEV. I' LOWER THAN P ° PIPE OUTLET INVERT- • •• '1 1iN EXISTING STABLE ENDWALL OR OUTLET CHANNEL FLARED ENO'SECTI.O"'�"-�--• RIPRAP ' PROPERLY DESIGNED GEOTEXTILE ' 12" MINIMUM THICKNESS IF REQUIRED FILTER LAYER OR BEDDING' (SEE NOTES 1.& 2) ¢ MINIMUM 7HICKNESS SECTION A• A (NOT TO SCALE) NOTES: I. RIPRAP SIZE AND THICKNESS SHALL BE ADJUSTED UPIIVARD AS THE SfC. DRAIN SIZE AND OUTLET VELOCITY . INCREASE' SEE PLANNING CONSIDERATIONS SECTION FOR DESId4 REFERENCES. •2. CONSIDER THE APPLICATION OF CEMENTIOUS GROLIT IN THE RIPRAP TO PREVENT - ' VANDALISM AND FACILITATE SEDIMENT AND DEBRIS CLEANOUT. Configuration of Outlet Protection using a Riprap Stilling Basin (n.t.s.) OWNER/APPLICANT JMJ CONSTRUCTION CO., INC. 658 ELLINGTON ROAD SOUTH WINDSOR, CT. 06074 TEL. (860) 282--0628 18" CAST IRON GRATE MODEL 2718AG12N \ H-20 LOADING PERFORATED & LOCKABLE GRATE CORRUGATED PIPE 12" HDPE AREA INLET/YARD DRAIN N.T.S. C 0 C 1= U 0 1W CAST IRON GRATE I t" ,V 9" NOTE THRUST SCORES ARE NOT AN ACCEPTABLE MEND (TRENCH MOTH WILL THRUST RESTRAINT IN MOST SPECIAL CASES, AND Imo(/ _ II WILL ONLY DE PERMITTED IN SPEgAI CASES 22.5' OR 45• BEND ..��.. 6" MIN TRENCH SHALL BE EXCAVATED TO FIRM ATERIAL MIMMEDIATELY PRETPoCRCTO PLACING CCN£ QL6N SEC.ILDly 1 3-WAY TEE EeEND L .•��rl eOT' ELM ELM SHOULD ONLY BE USED WHEN SCIL ANCHORS BASED ON MAXIMUM CONDITIONS ARE STABLE. ALLOWABLE WATER PRESSURE OF 125 PSI CONCRETE THRUST BLOCKS FOR USE WITH 12" & SMALLER WATER MAINS N.T.S. PROVIDE ((LAMA CONSTRUCTION OR 1/2" EXPANSION JOINT EVERY 2W-0" (MAX) OR AS SHOWN ON DRAWINGS PLAN 4-10• TO FACE OF CURB WiDTH VARIES 8" - 6" 1/4" R 1/4' R 1" ",//4*//FT SLOPE TO CUR s ti sLaPE OAT aaaadaa -"4 a44,4.4 COMPACTED SUBGRADE $' CON(.. SIDEWALK �- 8' GRAVEL BASE SEC nON 5" CONCRETE SIDEWALK N.T.S. THE METROPOLITAN DISTRICT ""DC WATER SERVICES INSTALLATION DETAILS S 4 COMPACTED ROAPERDTOBASE /C iTT'/STATE REQUIREMENTS COMPACTED SUB BASE PER TOW%CiTY/STATE REQUIREMENTS N TAPE ABLE7- APPROVED BACKFILL d MATERIAL COMPACTED PER TOWN/CITY/STATE REQUIREMENTS PIPE DIA. ;�;�•�,, C �N APPROVED BANK GRAVEL COMPACTED IN 6" LIFTS TO 2' ABOVE TOP OF PIPE MIN. MIN, TYPICAL WATER MAIN TRENCH FIGURE - 4 Tel. 860.291 - 8755 Fox 860.291 • 8757 DC TAUL S esign r o f e s s io n a l s y Inc ■ DcsIGN.• KM/ DRAWN.• RAM CHECKED. GBS civil engineers • planners surveyors landscape architects gis • gps JOB NO.: 1930 DATE.• 12-15-04 165 South Satellite Road, South Windsor, Connecticut 06074 DRAWING NO.: JOBS/1930//930-DETAILS-SRD OPENINGS COVER 2'-O'-MN. APPROVED DWYER GATE BOX TOP SECTION Y XTENSIONSTEM AND EXTRA LONG GATE BOX BOTTOM SECTIONS WHEN TOP OF OPERATING NUT ON VALVE IS4 1/2' OR MORE BELOW GRADE GATE VALVE APPROVED DWYER GATE BOX DIRECTION TO OPENBOTTOM SECTION AS DIRECTED BY DISTRICT D.I. WATER MAN V•0.1. WATER MAIN (CLASS 54) (CLASS 54) 11.1 . ENDS WITH RETAMER GLANDS. TYPICAL GATE VALVE INSTALLATION 12" & SMALLER N.T.S. ROOM FINISHED PANEL 'ITICAL SURFACE 1 /8" RADIUS -DOLED JOINT WITH SEALANT FOOL APPLIED BACKER ROD ;OMPRESSED TO 5/8" OF FULL AA. OF ROD 'REFORMED JOINT FILLER 'ILL TO 1" BELOW THE SLAB >URFACE (NON -IMPREGNATED CLOSED CELL BACKER ROD) EXPANSION JOINT FOR CON C. WALKS N.T.S. THE METROPOLITAN DISTRICT DPA WATER INSTALLATION DETAILS MDC CODE: (TITLE) (TOWN) WATER: DVW000 FOR WATER MAIN APPROVAL T IF= HVUVNT APPROWL PREPARED FOR: ES'TA TES TEA BERR Y SHEET 10 10 � o O , -PN EEN ASH-2" i C11 1-MP PROS POSED NEW g6 3 1-A r � s vc ' 5 CS 1 , j 86 FP LO 6-PN \' NFC-Rc -!c I . •;.;' : Nl CHUROF HARTFORD co ry PROPOSED NEW v. V�{S !v \ \ C' I I I 1 i P O �_.:;.;:.: O r d� TREEL114E ) J l \ + \ 1 I FP �O T + :'.!'•: ; • i ' of \ I I I O ''•=' -05 �. 01TNG ARSORN, ` TO REMAIN 3•-AC)�� T \ 2 RC EY.ISITNG PINE + 12-IV + I ( 1 r` ..'!.'.''''''• ?2� IC TO JREr.IAIN 5-1vIP 5-GsC , I I , �' J / + 5-PN 0 PLANTINGS PROPOSED FOR EMERALD GREEN SUBDIVISION (3 LUIS) SYM. QTY. TECHNICAL NAME COMMON NAME SIZE COMMENTS MATURITY HEIGHT/SPREAD TREES AS 6 ACER SACCHARUM 'GREEN MOUNTAIN' 2 1/2-3" CAL. B&B 50'/40' "GREEN MOUNTAIN" SUGAR MAPLE FS 4 FAGUS SYLVATICA ATROPUNICEA PURPLE LEAF BEECH 2 1/2" CAL. B&B 50'/35' PG 3 PICEA GLAUCA WHITE SPRUCE 6' HT B&B 40'/15' PN 3 PINUS NIGRA AUSTRIAN PINE 6' HT. B&B 50'/30' PS 3 PINUS STROBUS EASTERN WHITE PINE 6' HT. B&B 50'/30' QR 9 QUERCUS RUBRUM RED OAK 2 1/2-3" CAL. B&B 60'/40' SHRUBS VC 9 VIBURNUM CORYMBOSUM HIGHBUSH BLUEBERRY V-4' HT. #3 CONT. 8'/5' VP 12 VIBURNUM PLICATUM 'SHASTA' SHASTA VIBURNUM 3'-4' HT. #3 CONT.(5' O.C.) 8'/5' 3-PN j , C , ,O:of 101< FP • %"-.% + 'L�\.. , � � , ' � , ' i � I ter/" � � AS =CS ` �•-- t.1" 9-IC ' 00 tJt�<, /�DO NOT HEAVILY PRUNE THE TREE AT PLANTING. -' q PRUNE ONLY CROSSOVER DABS CO -DOMINANT :-` •- �\ Y� R -JH �-' ` / / O L tt 1 SOME INTERIOR TWIGS AND LATERAL BRANCHES _•''- -�-•�� 'I MS+ ` �''� O O , 0R � LEADERS AND BROKEN OR DEAD BRANCHES. ` yV , ! J �/'�r / MAY BE PRUNED HOWEVER 00 NOT REMOVE i ,�� ' \ �\ ✓ 18-JH ! t -' / THE ND TO AL BUDS OF BITHE CROWN. THAT "TEND 70 THE EDGE OF SHE CROYIN. STAKE TREES ONLY UPON THE APPROVAL 00 tJIC 1\ ; �( ,,' `� �� i \+ \t ' , • SEE STAtOtiGDOET IL ARCHITECT P, NEW TREI:,LINE , WRAP TREE TRUNKS ONLY UPON THE Fp _\i 07 / Y' i , , ` � , \ • L ' , i APPROVAL OF 7tiE LANDSCAPE ARCHITECT. J/ �'� -1J� t�s/I• �-��•• \ \� �\� I! 1+'' �� �< , �, �u 1 \ + l + ` + \ / \ ` ' R J ' MMK THE NORTH SIDE OF THE TR ROOT FLAIR SHALL BE A MINIMUM OF 2• ABOVE THE FlNiSH CRA E �� IN THE NURSERY, AND ROTATE TREE EACH TREE MUST BE PLANTED SUCH THAT Q , •(� , 1 TO FACE NORTH AT THE SITE WtiEtt EVER %ONE TRUNK FLARE n VISIBLE AT THE TOP � + + , , 3 , 1 , POSSIBLE. JJ OF THE ROOT BALL. TREES WHERE THE TRUNK -C ` \ lA LCH RINC BALL WITH SOIL. 1 W , f FLARE IS NOT VISIBLE SHALL RE REJECTED, �� _`_ •-•�'�.�r-' �, , ` I'1t5 / SE7 TOP OF R00T M. (LUSH TO ift0!, LIM t.D1AM. MIN. 00 NOT COVER THE TOP OF THE R007 / N I ~ GRADE OR 25-50 MM (1-2 IN.) 40`: utl (BFI.) DIAN. PREFERRED f,• �� O 7_A� J<+� &� t -` .� r 11 t! ; HIGHER IN SLOWLY DRARJINc sDILs. 3" HIGH EARTH SAUCER (TYP.} // 4-P _ .....'`� .¢�..-AS ) OR T ` I , I i i 200 MM (S IN.) , t , t , , ,' , L � AS S 37_ JIJ \ -VC ( , t .P• , , 1 , , , , , , , , , 100 NM (4 E HIGH TEARTHBALL. SAUCER 3" SHREDDED BARK MULCH w - BEYOND EDGE OF ROOT BALL• ^-"• , \ r r � 50 MIA (2 ItJ.) lIULCH. 00 NO PLACE , , , , , , + � +' ' MULCH IN CONTACT WITH TREE TRUNK. ,,,,,+,,,,,, < -9�1sJ _ cp , / I I ' • , AWNTAI4 THE MULCH WEED -FREE FOR , , , , , , , , , , , , > , , REMOTE ALL TWINE, ROPE AND WIRE, AND REMOVE BURLAP AND TIES `' , -tl'� ,- " , r 30C�td+�q t ' , + AS T A MIN lUU)J OF ONE YEAR AFTER ++ + + + + +' +' ',+ +' + + + ' BURLAP FROM TOP HALF OF ROOT BALL o 1 / 1 \ ' / SF PLnNnttG• FROM TOP 1 3 BALL 1 ` ` 8 3_VP' 1 a ` �• + i/' I , r I 1 g0� IS SHIPPED WITH A WIRE BASKET AROUND / ! Cpp� /� f L•p • ^F ,PC ' AND REMOVE E UPPERTTWO TH WIRE OF EBASKE OUR PLACES + n S \\� _ .. • .. , , 1 SHREDDED BARK MULCH t OR PLACE ROOTED BALL ON UNEXCAVATEO P I , �... �,;.......... 5- �J •�• r \ ' s , , , ,OLA�NiING ARMPIESOF SOIL \\\ �( / '� / GROUND COVER BEDS M� -vt �q' \ ` D`e ' ! A AMENDMENTS, OR SOIL REPLACEMENT. TAMP SOIL AROUND R007 BALL i . !�` y , 0- � � t � + � � SEE "SOIL IMPROVEMENT DETAILS." BASE FIRMLY WITH FOOT PRESSURE `�L`� COMPACTED SUB'RADE (TYP.) SO THAT ROOT BALL DOES NOT SHIFT. _.:............. . \ , \ ,„ " 3+v �, P � r , i � 4` \' PLANTING SOIL MIXTURE TYP. ,RAIN GARDEN" � 1 I ; NOTES y \� ..... ( ) / l ,P I t , �. , I 1. NO MULCH WITHIN 3" OF TREE. PLEASE REFER TO INTRODUCTION AND USE CRITERIA PRIOR TO USING THIS DETAIL. \ AbPROX. LOC\ F s'�6 HN I 1 IL•P { 1 1 + .,, , , r- _ 2. THIS DETAIL ASSUMES THAT THE PLANTING SPACE IS LARGER THAN 2400 MM (8 FT.) BALL DIAMETER N \EXIST. HOUSE \ ` A ' ! { - � � SQUARE, OPEN TO THE SKY, AND NOT COVERED BY ANY PAVING OR GRATING. -i- 12" ERIC R. & RACHELLE CLARK \ j� � 1 ' , t r 3. TREE PITS SHALL BE A MINIMUM OF TWO TIMES THE DIAMETER OF THE PLANT'S ROOT BALL . 4. WATER SHALL BE APPLIED AS REQUIRED TO MEET SOIL CONDITIONS THROUGHOUT CONSTRUCTION AND WARRANTY PERIOD.. 3-- ` o PLANTING BEDS 1 B&B TREES IN ALL SOIL TYPES SHRUB P � T � ��,�_ N.T.S. N.T.S. \ S --- 100 L.F. PVC SOLID SC 'FENCE , , � P0� '/ � QR , L � ' �, , �Pt coo° 6 FEET HIGH TO H APPROVED _ _ P 7. ` ( :33 AND/OR IN ED FENCE BY UNITY OppS� r L ,' ', 1 ` , _,F r LANDSCAPE NOTES r CHUR p FS i 1 J 1' 1 `✓� 1. ALL EXISTING TREES TO REMAIN SHALL BE SHAPED OR PRUNED WITHIN THE DEVELOPMENT AND ALONG THE PERIMETER OF CONSTRUCTION LIMIT AS REQUIRED / ' ` PRO BY LICENSED ARBORIST. 3—PN I R`\ ` •\ 2. ALL AREAS DESIGNATED AND ALL AREAS DISTURBED NOT RECEIVING A SPECIFIC SURFACING, SHALL BE SEEDED SHALL RECEIVE FOUR (4) INCHES OF TOPSOIL, SOIL ,a~ onl< ' 8 L.P /' �� . ` o MOUSE ,` AMENDMENTS AND MULCH, WATER AND MAINTAIN LAWN AREA. THE BOTTOM OF THE DETENTION BASIN SHALL 'BE MAINTAINED AS SAND FOR INFILTRATION PURPOSES. � UNTIL ALL AREAS ARE STABILIZED AND ACCEPTED BY OWNER'S REPRESENTATIVE. TOPSOIL SHALL BE LOAMY FRIABLE SOILS FREE OF SUBSOILS & ROCKS 'y;�� , , , �, `� GREATER THAN 3/4" AND OTHER DELETERIOUS SUBSTANCES, pH OF TOPSOIL SHALL BE BETWEEN 5.5 & 6.5. APPROX. LOC. / / O°� , \ `, \ PARTICLE DISTRIBUTION SHALL BE: ��� \ EXIST. HOUSE / ,�: , w AS , \ ` L ` \ GRAVEL LESS THAN 10% 4. ` �Og \ \ APPROX. LOC. / / I �0 ` ` o ` ` �AND 5-20% ,/J�• / / PROP. DRIVEWAY ' ` COARSE TO MEDIUM SAND 30-65% ss�p� \ QE�S K c9N/ ,' 1'� cn It TL ,` 9``'\\ ` �� ` \ ` p \ ` \ \ �l \ \ \ \ \ \ ` \ \ ` . \ \ VERY FINE SFINE SAND 0-20% s0• BEECH S �� �� N ` \ , � �N� SILT 15-25% CLAY 15-25% \/'� C ' e �� ' \ ,ON `, ' , , \ �,. \ \ E�c1S •�' 3. LAWN GRASS SEED MIXTURE: �•/ \ ' ' ' �� A. SEEDING MIXTURE TYPE 1 (LAWN AREA): \\ ,.MAPLE o, _ i ` 1 ` �` + 11 / \ + `,,i;', BLUEGRASS BLEND (3 VARIETIES) 50% OF MIXTURE SHELF \ t r�\ r ' / �' '`� \` ` `40 30% OF MIXTURE PERENNIAL RYEGRASS S RED E 20% OF MIXTURE A ' / , r ` I� ,� , APPLICATION RATE: 4.50 LBS PER 1000 S.F.WITH WOOL) HYDRO -MULCH 0 1200 LBS. PER ACRE. L.P. PROP. , ' ` , / / , g; �• ` N .� , / '~ HOUSPE ' , / J�'� `, , B. SEEDING MIXTURE TYPE It (LOW MAINTENANCE) Fi ,` �� TALL FESCUE 70% OF MIXTURE \ PERENNIAL RYEGRASS 10% OF MIXTURE EwSTiNG FENCE TO BE REMOVED r ' ROPOSED TREELINE 1 p,C REPLACED BY 160* L.F. d ,t ' , 4, S� • QO i,,i''� CREEPING RED FESCUE 10% OF MIXTURE GXA NAMENTYTPE AL FENL co ATraN fo BE ALSIKE CLOVER 5% OF MIXTURE DETERMINED BY OWNER/APPUCANT REDTOP 57OF MIXTURE JMJ CONSTRUCTION do N/P TIMOTHY FRIEND , ' ' , • �g ,' s , , l - - ' APPLICATION RATE: 3.50 LBS PER 1000 S.F.WITH WOOD HYDRO -MULCH ® 1200 LBS. PER ACRE. NSF r �, ` �°',y \�.3 J n� / / \ , , - ,�N '' / ,` ` ,~� \ .► ALAN M. & TERESA A. PLATTE C. TEMPORARY VEGETATIVE COVER - .�• SEEDING DATES: MARCH 1 TO JUNE 15 AND AUGUST 1 TO OCTOBER 1 APPROX. LOC. / r' PERENNIAL RYEGRASS 100% EXIST, HOUSE / / \ } �' ; APPLY ONE POUND PER 1,000 SQ. FT. WITH WOOD HYDRO -MULCH AT 1200 LBS. PER ACRE. o 4. ALL TREES AND SHRUBS SHALL MEET THE AMERICAN STANDARDS FOR NURSERY STOCK, ANSI Z60.1-2004'BY THE AMERICAN NURSERY AND �ROX�. I.O7: PROP. 10'-12' NWSF' ' �I, �` NSF LANDSCAPE ASSOCIATION. ALL TREES SHALL HAVE A CENTRAL LEADER. ALL TREES SHALL BE FRESHLY DUG WITHIN 30 DAYS OF DELIVERY TO THE PROJECT SITE. ' TREET SIGN PAVED DRIVEWAY To CONNNEOTM. TIMOTHY & KATHLEEN M. g361ApG• ,ram , ROGER H. & DONNA S. ANDERSON ALL TREES PLANTED WITHIN HTE TOWN'S STREET TREE EASEMENT MAY NOT BE REMOVED WITHOUT APPROVAL OF THE TOWN'S PUBLIC WORKS DIRECTOR. TO EXIST DRIVEWAY - 50' MIN. ,Q - ' EXISTING�TREELINE / 1 0 'I FROM INTERSECTION FRIEND , / 5. PLANTING SEASONS: SPRING -MARCH 15 TO JUNE 10 FALL - SEPTEMBER 15 TO NOVEMBER 15 LOEMOVE AM &SEED DRIVEWAY / i� 6. PLANTING SEASON 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. \ A` ' PROPOSED TREELINE 7. SUBSTITUTION OF PLANTS WILL NOT BE PERMITTED UNLESS APPROVED IN WRITING BY THE OWNER. 'oo NSF 8. PROVIDE A MINIMUM OF 12" OF PLANTING SOIL MIXTURE IN ALL PLANTING BEDS. STEPHEN do 9. PLANTING SOIL M MIXTURE I(B 2%VOLUME) SHALL BE EQUAL TO: \ N`F PAULA LOOBY B. COURSE SAND- AS NECESSARY EXIST,MAILBOX � R.S.K. CONTRACTORS, INC. ' 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 10% B. MEDIAN SAND -SHED, NSF C. FNDRTO VERY FINE SAND-515%525% ROGER H. & DONNA S. ANDERSON D. SILT- 10%-20% \� `M SBOX \ �� \ o�� f � 1A 10. SOILEAMENDMENTS:-20% \\`ET LANDSCAPE PLANTING SUPPLEMENTAL FOR LOT 3-ALTERNATIVE A. LIME SHALL BE PELLETIZED LIME MANUFACTURED TO MEET AGRICULTURAL STANDARDS AND CONTAIN A MAXIMUM OF 60% OXIDE. 29 \� (I.E., CALCIUM OXIDE PLUS MAGNESIUM OXIDE). PLANT LIST 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. SYM. QTY. TECHNICAL NAME CO NAME SIZE COMMENTS MATURITY OF LAWN AREA. FERTILIZER SHALL BE A MINIMUM OF 50% ORGANIC SLOW -RELEASE COMPOSITION. KEY HEIGHT/SPREAD 11. DEAD OR DYING PLANT MATERIAL SHALL BE REPLACED BY THE DEVELOPER DURING THE FOLLOWING PLANTING SEASON OF THE FIRST YEAR WARRANTY. i \ \� _ I �� MAINTENANCE OF THE STREET TREES ARE THE RESPONSIBILITY OF THE ADJACENT LOT OWNER. NO STREET' TREE SHALL BE PRUNED UNLESS DIRECTED BY THE TOWN'S -79 _� �\ \\ PROPOSED CL&P STREET LIGHTING TREES TREE WARDEN. L.P. AB 3 AMELANCHIER AUTUMN BRILLIANCE 1 1/2-2" CAL. CONT. 20'/10? "AUTUMN BRILLIANCE" SERVICEBERRY PG 3 PICEA GLAUCA WHITE SPRUCE 6' HT B&B 40'/15' OWNER/APPLICANT PN 6 PINUS NIGRA AUSTRIAN PINE 6' HT. B&B 50'/30' JMJ CONSTRUCTION CO., INC. SHRUBS 658 ELLINGTON ROAD RG 6 RHODODENRON 'GABLE' ROSEBUD AZALEA 24"-30" HT. #3 CONT. 61/6' cnllru wllJtlCflL) 1r't ARA7A o H 11 z m 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 5-13-05 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 3-30-05 BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 2 3-08-05 1 1-15-05 3• THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. N0. DATE REVISIONS M GRAPHIC SCALE 40 0L I 20 40 80 i Tel. 860.291 • 8755 ■ Fax 860.291. 8757 esmign a rofessionals' inea � civil engineers • planners • surveyors landscape architects • gis gps 165 South Satellite Rood, South Windsor, Connecticut 06074 � �M� � � �n� i�4`�t11lL1 �Q11—LQ U'l5ls ►1m ALTERNATE 1A PREPARED FOR: TEA i ,�.II�TA TES j��[ �( �( (� (�'�(� �ShcShcleltN�lYTON BROAD SOUTH ���® 210 �� � ��v� SHEET LIA Ir � L t- FINAL: APPROVAL CONDITIONS RLB PROPOSED FENCE RLB - iu FEET ( ) 1 inch = 40 ft. DE -SIGN., RLB DRAWN.• RAM CHECKED: GBS GENERAL RLB JOB NO.: 193t7 DATE' 1-28—D5 PER TOWN COMMENTS RLB DESC,41P 770N BY DRAlWNG NO.: 19JO—L 1b.DWG FOUNDATION PLANTINGS FOR EACH 'A' UNIT (QUANTITY: 8) LANDSCAPE PLANTING SCHEDULE* RESIDENTIAL UNIT --'A' FOUNDATION PLANTING SCALE 1 "=20' 4-HF 1-RC 1-P1 -SJ -HF RESIDENTIAL UNIT -- 'B' AND 'C' FOUNDATION PLANTING SCALE 1 "= 20' RESIDENTIAL UNIT - 'D' FOUNDATION PLANTING SCALE 1 "= 20' 3-HF 1-RC 8-H' COMMUNITY BUILDING FOUNDATION PLANTING SCALE 1 "- 20' !: MN I PLANT OPTIONS PLANT NAMES: QTY. SIZE SPACING JH) JUNIPEROUS HORIZONTALIS 'JADE RIVER' 2 18" SPRD./CONT. 5' O.C. JADE RIVER HORIZONTAL JUNIPER (HS) HEMEROCALLIS ' HAPPY RETURNS' 3 2 YR./#1 CONT. 2' O.C. 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 PRIN(,cSS' 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. FOUNDATION PLANTINGS FOR EACH 'B' AND 'C' 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.0 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 '0' UNIT (QUANTITY: 7) PLANT OPTIONS PLANT NAMES: QTY. SIZE SPACING JH) JUNIPEROUS HORIZONTALIS 'JADE RIVER' 0 18" SPRD./CONT. 5' O.C. JADE RIVER HORIZONTAL JUNIPER (HS) HEMEROCALLIS ' HAPPY RETURNS' 6 2 YR./#1 CONT. 2' 0.0 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. V O.C. EVERLOW YEW (SJ) SPIRAEA JAPONICA 'LITTLE PRINCESS' 2 24"HT./ CONT. 3' O.C. LITTLE PRINCESS SPIREA (RC) RHODODENDRON PJM 'COMPACTUM' 6 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 COMMUNITY BUILDING PLANT OPTIONS PLANT NAMES: QTY. SIZE SPACING JH) JUNIPEROUS HORIZONTALIS 'JADE RIVER' 2 18" SPRD./CONT. 5' O.C. JADE RIVER HORIZONTAL JUNIPER (HS) HEMEROCALLIS ' HAPPY RETURNS' 8 2 YR./#1 CONT, 2' O.C. HAPPY RETURNS DAYLILY (HF) HOSTA ' FRANCEE' 7 #2 CONT. 2' O.C. FRANCEE HOSTA (PA) PENNISETUM ALOPECROIDES 'VAR.' 0 #2 CONT. 3' O.C. LITTLE BUNNY FOUNTAIN GRASS (TM) TAXUS MEDIA 'EVERLOW' 5 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' 1 24"HT./ CONT. 5' O.C. COMPACT PJM RHODODENRON / / SHRUB BEDS W/ 3" SHREDDED BARK MULCH 3" HIGH EARTH SAUCER (TYP.) --- 3" SHREDDED BARK MULCH REMOVE BURLAP AND TIES FROM TOP 1 /3 BALL (� \ 1" SHREDDED BARK MULCH ll ;�' '''y�• 12„ 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 UM BS CO-DOWNANT SOMERINTERIORBR�GSNAND U�RAL BRANC: THE TERMIINUAIL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN. STAKE TREES ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT , a WRAP TREE TRUNKS ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT. ROOT FLAIR SHALL BE A MINIMUM OF 2' ABOVE THE FINISH GRADE EACH TREE MUST BE PLANTED SUCH THAT EVER �TNF TRUNK FIARE IS VISIBLE AT THE TOP THE ROAT RAII. TRFFS WNFRF TNF iR11MK SET TOP OF R'0' DAL FLUSH.�TO 1800 M!A G !T. DIAM. MIN./ 00 NOT COVER THE TOP OF THE ROOT NIGHER�N SLOWLY DR LING 30iLSr� 400 MIA (8 .) Df . PREFERRED BALL WITH SOIL. 200 MM (8 IN., , 100 MM (4 IN.) HIGH EARTH SAUCER 50 MM (2 IN.) MULCH. DO NO PLACE BEYOND EDGE OF ROOT BALL. MULCH IN coHiACT VATH TREE TRUNK. , , , r �, "; REMOVE ALL TWINE, ROPE AND WIRE, AND MAINTAIN THE MULCH WEED -FREE FOR 7TAMP ,,,,,, , , ,AA MIIi1MUM OF ONE 1TAR AFTER +, + + + + ++ ++ + + + + + • + BURLAP FROM TOP HALF OF ROOT BALL PLANG. IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND THE ROOT BALL, CUT THE WARE BASKET IN FOUR PLACES AND REMOVE UPPER TWO-THIRDS OF BASKET. PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL. SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOT BALL DOES NOT SHIFT. NOTES 1. NO MULCH WITHIN Y 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 (B FT.) 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 THE PLANT'S ROOT BALL . 4. WATER SHALL BE APPLIED AS REQUIRED TO MEET SOIL CONDITIONS THROUGHOUT CONSTRUCTION AND WARRANTY PERIOD., B&B TREES IN ALL SOIL TYPES N.T.S. HUNTER GREEN COLOR (TYP.) BACKGROUND IVORY CREAM COLOR COLOR 30"h x 106" w (22.6 sq. it.) - depth of sign pastel TBD .4......................... brick approx. 11 .& w .......................... ►. PLANT LIS QTY. TECHNICAL NAME COMMON NAME SIZE COMMENTS MATURITY SYM. HEIGHT/SPREAD TREES 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 SHADBLOW 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 LIQUID "'!BAR STYRACIFLUA STERILE SWEETGUM 2 1/2-3" CAL. B&B 60'/40' FP 7 FRAXINUS PENNSYLVANICA NEWPORT GREEN ASH 2 1/2-3" CAL. B&B 45'/30' 'NEWPORT' JV 7 JUNIPEROUS VIRGINIANA EASTERN REDCEDAR 6' HT B&B 40'/15' MS MSR 8 11 MALUS SARGENTII MAGNOLIA STELLATA SARGENT CRABAPPLE ROYAL STAR MAGNOLIA 1 1/2" CAL. 1 1/2" CAL, B&B B&B 10'/12' 15/10' 'ROYAL STAR' PG 22 PICEA GLAUCA WHITE SPRUCE 6' HT. B&B 40'/15' PS 16 PINUS STROBUS EASTERN WHITE PINE 6' HT. B&B 50'/30' PN 11 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 14 THUJA OCCIDENTALIS DOUGLAS PYRAMIDAL ARBORVITAE 6' HT B&B 18'/10' 'DOUGLAS PYRAMIDAL' SHRUBS IC 29 ILEX CRENATA 'HETZII' HETZI JAPANESE HOLLY 18"-24" HT. CONT. 6'/12' JC 6 JUNIPEROUS CONFERTA BLUE PACIFIC JUNIPER 18"-24" SPRU. CONT. 2,/60 VC 8 VIBURNUM CORYMBOSUM HIGHBUSH BLUEBERRY V-4' HT. CONT.(5' O.C.) 8'/5' VP 23 VIBURNUM PLICATUM 'SHASTA SHASTA VIBURNUM V-4' HT. CONT.(5' O.C.) 8'/5' PO 20 PHYSOCARPUS OPULIFOLIUS DIABOLO NINEBARK 24" HT. CONT. 4/4' 'MONLO' 70 RHODODENDRON CATAWBIENSE WHITE RHODODENDRON '-4' HT. CONT.(5- O.C.) 10'/6' {*) LANDSCAPE PLANTING SCHEDULE DOES NOT REFLECT PLANTS OR QUANTITIES FOR THE FOUNDATION PLANTINGS. 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. q brick ,��• 12 heap approx.47h PROPOSED SIGN LIGHTING EXISTING GRADE1. ' ' mortar base approx. 24" deep 421' concrete base pp � approx. 40" below ground ...................... mortar base appro$. 921,8+1w' .....................} L;--- 8" footing• footing approx. 36" deep .. .. .. .. . ...... _.. _ .....- ---.--.._.................. f o.....:......................... footing approg,131- "W ...........................a. ' ENTRANCE GROUND SIGN N.T.S. o ,{ p 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE GRAPHIC SCALE 5 5-13-05 FINAL APPROVAL CONDITIONS RLS 3 INFORMATION. ALL EXISTING UTILITIES SHOULD 4 4-20-05 EUMINATE DETENTION BASIN RLS rn BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 40 0 20 40 s0 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 3-30-05 GENERAL RLB BY A LICENSED LAND SURVEYOR PRIOR TO ( FM 2 3-10-05 GENERAL/UNIT REV. RLB CONSTRUCTION. 1 inch = 40 it. 3, THIS PLAN IS INVALID UNLESS IT BEARS THE 1 2/15/05 PER TOWN COMMENTS GLW ` IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DA TE DESCRIPTION BY L. M)SCN>E NOTES 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 ACCEPTED 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 30-6570 FINE SAND 5-20% VERY FINE SAND 0-20% SILT 15-25% CLAY 15-25% 3. LAWN GRASS SEED 14IXTURE: A. SEEDING MIXTURE TYPE 1 (LAWN AREA): BLUEGRASS BLEND (3 VARIETIES) 50% 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 11 (LOW MAINTENANCE) TALL FESCUE 70% OF MIXTURE PERENNIAL RYEGRASS 10% OF MIXTURE CREEPING 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. C. TEMPORARY VEGETATIVE COVER SEEDING DATES: MARCH 1 TO JUNE 15 AND AUGUST 1 TO OCTOBER 1 PERENNIAL RYEGRASS 100% APPLY ONE POUND PER 1,000 SO. 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 SEASON VARIANCE: IF SPECIAL CONDITIONS EXIST TO REQUIRE PLANTING OUTSIDE THE ABOVE SPECIFIED DATES, THE CONTRACTOR SHALL SUBMIT IN WRITING I OR PERMISSION BY THE OWNER'S REPRESENTATIVE. ANY VARIANCE IN THE PLANTING SEASON WILL NOT AFFECT THE ONE YEAR GUARANTEE PERIOD. 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- 10%-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 107o B. COARSE/MEDIAN SAND- 557-65% C. FIND TO VERY FINE SAND- 157o-25% D. SILT- 10%-20% E. CLAY- 15%-20% 10. SOIL AMENDMENTS: A. LIME SHALL BE PELLETIZED LIME MANUFACTURED TO MEET AGRICULTURAL S I ANDARDS 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 LAWN AREA. FERTILIZER SHALL BE A MINIMUM OF 50% ORGANIC SLOW -RELEASE COMPOSITION. : 11. DEAD OR DYING PLANT MATERIAL SHALL BE REPLACED BY THE DEVELOPER DURING THE FOLLOWING PLANTING SEASON OF THE FIRST YEAR WARRANTY. Tel. 860.291 •8- 55 s Fax 860.291.8757 esign rofessionels, Inc. M civil engineers • planners surveyors i landscape architects • gis • gps 165 South Satellite Road, South Windsor, Connecticut 06074 LANDSCAPE PLAN DESIGN.• RLB DRA INN.• RAM I CHECKED: GBS JOB NO.: 19JO DATE.• 12-15-04 DRAtWNG ND.: 19JO-L 1-SRD.DWG(L2) OWNER/APPLiCANT JMJ CONSTRUCTION CO., INC. 658 ELLINGTON ROAD SOUTH WINDSOR, CT. 06074 TEL. (860) 282--0628 PREPARED FOR: TEA R.�RR Y ESTA TRH' E LILIINC TON ROAD SOUTH WII.MSOR, cCONMCTI CUT SHEET L2 I/ i,i Ili iiii t•i1i f1 iIi i i:i t lii Ii iii it it: uk 1 I11,1 III I of 11II l I III a Ill.,/ 111fiiii t 1,1 N'.: fu 11u t nr.M l,l ! lu I ut ! ,u r.ul.r nl ! uta r l,l! I11 I,IU 1 Ill I fit I lit ntI lit r III I III M M1 111'I 111 1 11I 1 tit 11`I I .M I III -F its r':n 1t I lilt III t It1.t 1.1 1.11t IIIi s 11I t 1111 L•1 1. Iif 1M r III r ill 1111 !-lit•t Ilrli—Irl�Ir/r1i�.rlrti 1:,I'fr1 fit.1 III a III I fit I fit IIIIIMgIIIMt1111MI111 1 t s I 1 Fit I lit I In r li. 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ALL EXISTING UTILITIES SHOULD 4 5-13--5 FINAL APPROVAL CONDITIONS RLB BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 3-30-05 GENERAL RLB BY A LICENSED LAND SURVEYOR PRIOR TO 2 3-10-06 GENERAL/UNIT REV_ RLB CONSTRUCTION. 1 2/15/05 PER TOWN COMMENTS GLW 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY MICygS� & V N `F w��N/q S Ros�M �eL � qRY BR q0 JGHTING NOTES: I. CL&P LIGHTING FIXTURE AND POLE 150 WATT HIGH PRESSURE SODIUM W/ CUT—OFF GLASS IEFRACTORIES TYPE III (TRCR SERIES) 14' SQUARE FIBERGLASS POLE (FROM FINISH GRADE) L HOUSE SHIELDS TO BE PROVIDED AS REQUIRED. 3. LUMINAIRE AND POLE COLOR: BLACK QUANTITY: 15 SEE LIGHTING DETAIL ALeERT N/F eMENT STREET LIGHTING .-....,......�� — r.... — -.r -.. eRU�e JgNET g 04 4'E)� SPECIFICATIONS: pgERT 4. & N/F JpYCe q' eU RIVE kq EN eRrp 4 S�pkeR DA t/j0 J/'If SpjyE.�L Tp�,N OF SOU),tF y WINOSo R 25' BUFFER r r /�'-- ACCESS To TOWN —.. OPEN SPACE�� // \ r r r A�j { ry 528,807 S.F. � 12.1 AC ACCESS TO TOWN o y�, om SPACE?010001 T-q410 S Y U) r� .... ,.........- .....� ._..�. ..� �..-..-.....� - *...m..�.�..•� Dq vID P. N & Aer: Y &/40 0 Eq U kgR��Lq Mq CpN�. 1 CIgM S & F Pe ,11 TyR PROPOSED CL&P STREET LIGHTING OWNER JAPPLICANT JMJ CONSTRUCTION CO., INC. 658 ELLINGTON ROAD SOUTH WINDSORi, CT. 06074 TEL. (860) 282-0628 GRAPHIC SCALE 40 0 20 40 80&rofesslonals, Tel. 860.291 •8755 ■ Fox 860.291.8757 e s ine' ocivil engineers • planners surveyors landscape architects • gis • gps 165 South Satellite Rood, South Windsor, Connecticut 06074 ��C3>iiiJ ll t}� GJ L� d PREPARED FOR: r�r q r��+�r TEA J�iG L 11 TES �1• ��Tf 1T�y �y ELLUNGTON ROAD SOUTH WINDSORP CONMIC�f`ICIUT SHEET LP I JL IN FEET) I inch = 40 ft. -DESIGN.-RAM' DRAWN.• RAM CHECKED: GBS JOB NA: 1930 DATE.• 12-15-04 DRAWING NO.: 1930-L1-SRD.DYYG(LP1) TYPICAL MATERIALS: 11'-9" o PAVER PATIO j 141.10 SF 11'-9„ x 12'-0" DINING ROOM 91.32 SF 11'-4" x 8'-0" -- —n --- REFRI G. (OPTIONAL) II D.W. BELOW 4 a A-4 o KITCHEN 122.87 SF 11'-7" x 11'-3" 43'-4" FIREPLACE n (OPTIONAL) GREAT ROOM 254.79 SF 15'-0" x 19'--0" HALF WALL r � r at's _ ROOF SHINGLES: TIMBERLINE -- WEATHERED WOOD TRIM, FACIA, ETC: WHITE ALUMINUM GUTTERS & DOWNSPOUTS: WHITE ALUMINUM WINDOWS: WHITE CLAD EXTERIOR VINYL SIDING: MAPLE LOUVERS: WHITE VINYL GARAGE DOORS: WHITE SHUTTERS: HUNTER GREEN, MIDNIGHT BLUE, BURGUNDY OR BLACK CHIMNEY: RED BRICK HATCHWAY TO MASTER BEDROOM 178.79 SF 15,-0" x 11'-11„ ,1 II o CIll I I ll BATH` Il 56.74 SF 9'-5" x 6'-02% Id\ [1 [1 UTILI� } [l I1 4I , (' I l ll W.1. C. I) 5'-2 xt 0 II rr II 64.02 SF fl l I II 9'-.. x 6'-9"Dn fl 9t 1 I �_ _ Q CJ ANTRY WASHER & DRYER M so 3'Y'sF " (OPTIONAL) -3. x 1 -? BATH 55.58 SF 11'-3" x 4'-11 GARAGE U 0 Q HALLWAY 545.41 SF 173.94 SF 23'-10" x 22'-10" 70 15'-2" x 22'-9" BEDROOM #2 110.54 SF 11'-3" x 11'-0" Il Dn 12'-4" ( 6'-0" 1 3'-0" 1 9'_a„ UNIT "A" -- FIRST FLOOR 1 A-4 Scale: 1 /4" -- 1'--0" LIVING S.F. 1396 GARAGE S.F. 545 TOTAL 1941 o V--0" UNIT "A" Elevation 1 Scale: �Y16" = 1'-0" /42 A-4 A CONDENSING ��1 o UNIT — '-o�WHITE VINYL FENCE LOCATION OF O.H. DOOR FOR UNIT # 2 WHITE VINYL FENCE Elevation 3 Scale: 3/6• = 1'_0„ CHIMNEY (OPTIONAL UNIT "A" OPTION Elevation 1 Scale: -3/6" UIVI 1 H Elevation 2 Scale: N16" = 1'--0>' t. l V I , r-1 Elevation 4 Scale: 3/6" = 1'-0" OPTION: HALF -- ROUND VINYL SIDING OWNERSHIP OF DOCUMENTS 'this document and the ideas and designs incorporated herein. as on Instrument of professienol selviee.ls the property of the Architect and is not to be used, in whole or in part, for any other project without the rrlttm parmiselo" of the Architect. I NO. I DATE I DESCRIPTION II CV Q 0 -4--1 Q) E 0- 0 4� co Q) U LL1 C 4) o Q) o o .c) . _.. -4-� = e- 0 O a i-`-' {%) W Ui DRAWING TITLE: Unit "A" Floor Plan & Elevations 02/02/05 A 1 DRAWING OF TYPICAL MATERIALS: 4 A-2 C I �_______--- _--_.—._, I 1 i I I I I I I I i OPTIONAL PATIO EXTENSION I 144.00 SF I UNIT "B" — FIRST FLOOR Scale: 1 /4" = 1'-0" LIVING S.F. 1560 GARAGE S.F. : 463 TOTAL 2023 ROOF SHINGLES: TIMBERLINE — WEATHERED WOOD TRIM, FACIA, ETC: WHITE ALUMINUM GUTTERS & DOWNSPOUTS: WHITE ALUMINUM WINDOWS: WHITE CLAD EXTERIOR VINYL SIDING: MAPLE LOUVERS: WHITE VINYL GARAGE DOORS: WHITE SHUTTERS: HUNTER GREEN, MIDNIGHT BLUE, BURGUNDY OR BLACK CHIMNEY: RED BRICK r,3 HATCHWAY TO A`2 BASEMENT A/C CONDENSING UNIT UNIT "B" Elevation 1 3 Scale: /6" UNIT "B" Elevation 2 Scale: 3/6" = 1'-0" UNIT "B" (UNITS 9 8c 24) Elevation 2 Scale: 3j6" _ 1,_0, UNIT "B" UNIT "B" Elevation 3 Elevation 4 Scale: 316>, = 1'-0" Scale: �/6" = 1'-0" «I . tr ti PARTIAL UNIT "B" (OPTION) Elevation 1 Scale: 5/6" = 1'-0" ta�ift e� f" M rZ I I /'1 t._ UIVI I D U I'l I I J if :J CX, ?4) OPTION: HALF — ROUND VINYL SIDING /f1 OWNERSHIP OF DOCUMENTS This document and the ideas and designs Incorporated herein. as on Instrument of professional service.is the property of the Architect and is not to be used, In whole or in part, for any other project without the written permis$Ian of the Architect. II NO. I DATE 1. DESCRIPTION II (0.I d, N Wa f0 Q z I' U � N ��s■ M 13 z M �uj Y z X z W R U Q O Z 2 z o O mN O tl rQ- etis Cr u1 ca M z r w 0 a r- CN 0 O �r- O U) Q) Q) U T' C 0 Cf ) W rK -� cn rC- U o F— �J a ll > LL.f {) DRAWING 'inTLE: Unit "B" Floor Plan & Elevations 02/02/05 A-2 I DRAWING OF TYPICAL MATERIALS: OPTION: HALF — ROUND VINYL SIDING OWNERSHIP OF DOCUMENTS This document and the Ideas and designs Incorporoted herein, as on Instrument of protessional service.is the property of the Architect and Is not to be used, In Thole or In part, for any other project wlthout the written permissian of the Architect. T-_._._—__...._.___.._—_-—.._-_-, I I I I OPTIONAL PATIO EXTENSION j 144.00 3F I 12'-0" x 12'-0" I 1 I UNIT "C" — FIRST FLOOR Scale: 1 /4" = 1'-0" LIVING S.F. 1592 nA0A(`- C C Ai- 7 TOTAL 2055 ROOF SHINGLES: TIMBERLINE — WEATHERED WOOD TRIM, FACIA, ETC: WHITE ALUMINUM GUTTERS & DOWNSPOUTS: WHITE ALUMINUM WINDOWS: WHITE CLAD EXTERIOR VINYL SIDING: MAPLE LOUVERS: WHITE VINYL GARAGE DOORS: WHITE SHUTTERS: HUNTER GREEN, MIDNIGHT BLUE, BURGUNDY OR BLACK CHIMNEY: RED BRICK HATCHWAY TO BASEMENT UNIT "C" Elevation 1 Scale: 3/6" = 1'-0" ABC CONDENSING UNIT LOCATION OF O.H. DOOR FOR UNIT # 1 UNIT "C" Elevation 3 Scale: 3/6" = 1'--0" UNIT "C" OPTION Elevation 1 Scale: 3/6" = 1'-0" UNIT "C" Elevation 2 Scale: 3/6„ = 1'_0" UNIT "C" Elevation 4 Scale: 3/16" 11 NO. I DATE I DESCRIPTION I o `o W a f Z 1 I ® M O Y• X z X 2 Q W Q U z z z w of Ld M o a h o d Q a J t- w N D z O j Ld a 0 cn cu W � CU 0 Cr"� LAJ a U 1 EJ co DRAWING TITLE: Unit "C" Floor Plan & Elevations 02/02/05 A3 DRAWING OF E�.__.___..._._.____...__—.._.._._, {} I l l I I I I OPTIONAL PATIO EXTEN51ON i A-N .47 OPTIONAL: I 144.00 5F i SUNROOM OR { 12'-0" x 12'-0" � DECK I l 1 I41M.62 5F i j 2: 1-O" X 22'-S" \ { I { I { l { ----1 l I I I —I L------------------- .L____—______________J TYPIGAL MATERIALS: HATCHAAY TO BASE' -LENT ROOF SHINGLES: TIMBERLINE -- Y�EATHERED YNOOD TRIM, FACIA, ETC: WHITE ALUMINUM &UTTEiRS 4 DOYNNSPOU75: YNHITE ALUMINUM YNINDOYN5: YNHITE CLAD EXTERIOR. VINYL 51DING: MAPLE, ANTIQUE PARCHK�NT, MONTEREY SAND OR VINTAGE kNICKER LOUVERS: YNHITE VINYL GARAGE DOORS: kNHITE SHUTTERS: HUNTER (SREEN, MIDNIGHT BLUE, BURGUNDY OR BLACK CHIMNEY: RED BRICK UNIT "D" Elevation 1 Scale: 3/6" = V-011 f-- A/C GuNDENSI NG UNIT UNIT "D" Elevation 3 Scale: 3/6„ _ 1 i_0„ UNIT "D" Elevation 2 scale: 5/6"l = 1'_0„ O;NNER5HIF OF DOGUMENT5 This document "0 tha ideas and designs Inccrporated hereln, as an instrument of professional service,is the property o' the Architect aid is not to be used, in ukida or in part. POP" other project without the written parmission of the Artni=t. II NO.I DATE I DEe/-KIFTION 11 i�lql� W i1i O m U a�. d 13 m « Q 4 � Q tl. w � Q z � v W � w O O � t) Q) Q) 0 4--1 M nC 4-1LU -qw� V Vet `t VJ S, O 4-3 to PRNNING TITLE: Unit "p" Floor Plan 4 Elevations 03/10/0° UNIT "D" - FIRST FLOOR Scale: 1/4" = 1'-0" LIVING S.F. : 111ig5 GARAGE S.F.: 500 TOTAL : ?4G8 UNIT "D" Elevation 4 Scale: 3/16" = 1'_0" ,4-4 PFZAYVING OF TYPICAL MATERIALS: OWNERSHIP OF DOCUMENTS This document and the Ideas and designs incorporated herein, as on instrument of professional servimis the property of the Architect and is not to be used, in whole or in part, for any other project without the written permission of the Architect. ROOF SHINGLES: TIMBERLINE - WEATHERED WOOD TRIM, FACIA, ETC: WHITE ALUMINUM GUTTERS & DOWNSPOUTS: WHITE ALUMINUM WINDOWS: WHITE CLAD EXTERIOR VINYL SIDING: MAPLE 3 LOUVERS: WHITE VINYL GARAGE DOORS: WHITE NA-5 SHUTTERS: HUNTER GREEN, MIDNIGHT BLUE, BURGUNDY OR BLACK CHIMNEY: RED BRICK A/C CONDENSING UNIT c C Ile C c L I Community Building Elevation 1 Scale: �Y,6" — 1'-0" SLOPING CONCRETE SIDEWALK I��i1�I�;Mi#�1�ii#� ��i#■1/■i#■���i#■1»��#�I�I�i�f�M■#�1>1iIN1��i#�1■■i•#�1Ilr11i1�1 ■#HO■11I �1�/(�iil�(■IIi�■II1�1■�I��■11NI[■NII�I■INI �1/i■�1r If■IC I� filn■11ll1in11 l 1 ��t■�Iii(■�1� 1�M111�■11��11 0011■1 1if■�I1 � rat■�1�[■I/��■t11�1■ai/�■1/�n■�11�1■11��1■(I[ rtl�11I1i��(■Mrrmfi�lrlrll■�I1��/t■1�i1��[■M�i1it■ lr/!■i1���I�i�II■�11�1Irt■lil�i■1i1�[■1i�11iI�1��/�■1r�in 'mrn��mi��mi��mm�mmlm�r�,�n■I�mil�mil�mm�mm��n■n��r■�il�, �i■�11�Ii111�■1i1, (E/I■I�I�i■ti��i■11I�■iil�■111�t■Ir1�f ■�IIII■���f■i1��t■�1 �iI��I��iI��I�Iil��illl■li���ilmli���r�■�����lillt�' rlil�i■lil/�■����il��l/{■1i1�1��11�i■11��■I�I�trlil�i��1■�1I�11' 1_�il�■�1��!■�II�■�1��[■I�1�■ii1�■n1�■IiI■■��■�il�■[11�t��1' L III .�. ..... ........... ..�..�.. 111■ Community Building Elevation 3 Scale: 3/, = 1'-0" nevatlon z Scale: 3/6" — 1'-0" E.Ifc�VULIUII 9- Scale: 3/6" CRETE DECK DING CONCRETE WALK 11 REVISIONS 11 11 NO. I DATE I DESCRIPTION 11 W o !!! v = M U 13 a W U o i■i O z LJ M r" elf p 4 t,.t V) Q O 0 C10Q) T w C / II U) CU o Q) 0 0 W W a W DRAWING TITLE., ommunity Buildi loor Plan & levations 02/02/05 DRAWING OF