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Home My WebLink About02-76P_SUMMERWOOD SENIOR RESIDENCE DEVELOPMENT_SUMMERWOOD LANEI 4FL Senior Residence Development SITE PLAN CC 0 VELOPMENT TD) sump 00 M41 Le A N E 0 U H W'd - kN\ e D 5 0 9R ■ esign , rofessionals, Inc. i Civil Engineers • Planners • Surveyors • CIS Landscape Architects 165 South Satellite Road South Windsor, CT 06074 (860) 291-6755 FAX (860) 291-8757 Email: dpicivll0sol.com ' Lolv), ROAD RESTAURANT SINGLE FAMILY UNIT DESIGNER LYNN F. DECHESSER. CPBD 74 Congamond Road Southwick, MA. 01077 Phone/Fax: 413 569 0612 Email: LDECHESSEROMSN.COM vI J v� V J Vv HI//acin ® BAKER LANE QGEWp c� j O� COp y 0 RCS'Tfl/%R9r .S O = v�Rq Sj� "Cy +a pU� Sq � � RpgO J!/pYFj. �oQ- oa z �I <qNF �v a RpgO �Q� M MILL ON 7HE AYYFR RESTAURANT MILL J s POND # SITE LAKEW D 2 ORy� DRIVE ( ) PLLACE De 4, O Q�Q1 D yUSFvv� li �� •Q (Pvt) cno� r-- , 4 ti7 0 � O •RpN o Rqh 9R o��\o4�, 3yCAMORe FANS AQ1 W/AL A "WVLluiovc� �FK' PARK dE PM ORq� ��70RE ST. MARC crluRcxJ �� T �o CIRCLE ,- Yj C (Pvt) hgpF< 30 yg44 FY DECEMBER 10, 2001 LOCATION PLAN 3CAU ? DESIGN PROFESSIONALS INC. !A NOTES: PPPP' THESE DRAWINGS ARE THE PROPERTY OF DEBiGN PROFESSIONALS, INa., AND RAVE BEEN PREPARED SPECIFICALLY FOR THE OWNER/APPLICANT FOR THIS PROJECT. THEY ARE NOT TO BE USED FOR ANY OTHER PURPOSE OR SY 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 ORDINAL SIGNATURE AND IMPRESSION SEAL. OF THE PROFESSIONAL ENGINEER OR SURVE`r'OR. 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/PR-OTHER SOURCES OF INFORMATION. IT IS NOT TO BE CONSTRUED AS HAVING BEEN OBTAINED FIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE FIELD SUR SCLOSE. TO E BEST OF MY GE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 12882 RICHARD P. MARTEL UC. No. Inslte, iLiLc I..andscape Architecture 122E Main Street Collinsville, CT 06019 (860) 693-6765 APPLICANT: HORSESHOE LANE ASSOCIATES, LLC 18-3 ARTHUR DRIVE SOUTH WINDSOR, CONNECTICUT 06074 TEL. (860) 644--9603 OWNER: M.G. REALTY LIMITED PARTNERSHIP 61 S. MAIN STREET, SUITE 211 WEST HARTFORD, CT 06107 TEL. 521-6208 Zoning Data Block ZONE: SENIOR RESIDENCE DEVELOPMENT SRD ITEM REQUIRED/ALLOWED PROVIDED Total Parcel Area no minimum 6.37 ac. (PARCEL A) Net Buildable Acreage * note below 6.12 cc. Number of Units 18.36 units *** 17 units Parcel Density 3 units/nba *** 2.77 units/nba Lot Frontage 200 ft. min. 342.7 ft. Buffer 25 ft. 35 ft. Front Yard 50 ft. 52t ft. Rear Yard 10 ft. 37± ft. Side Yard 10 ft. 35t ft. Impervious Coverage 60% max. 25.3% Off —Street Parking 1.5 spaces/unit 4.3 spaces/unit** or 26 or 74 I l he Net Buildable Acreage is the total parcel area (6.37 oc.) minus; wetlands and regiiiated watercourses (0.00 ac.), slopes over 15% (0.00 ac.), utility easements (0.00 ac.), proposed Town R.O.W. (0.25 ac.), and flood plain zone area (0.00 ac.) **PARKING CALCULATIONS: 34 GARAGE SPACES AND 40 DRIVEWAY SPACES, = 74 TOTAL PROVIDED PARKING SPACES. *** Single—family only. 6.12 nba x 3 = 18.36 allowoed units. PROPOSED UNIT SIZES/NUMBER: (17 proposed) Carriage Style (1615t sq. ft./1811 t sq. ft. w/Optional Sunroom (182) South Windsor Style (1816f sq. ft. /1984t sq. ft. total w/182 sq. ft. Sunroom) Cottage Style (1,390t sq. ft.) Kent Style (1,792t sq. ft./1,988t sq. ft. w/Sunroom) (C U MAP Lor /V/F ABUTTER LIST 34 11 87 HILTON DRIVE ANTHONY J SANSONE 12 46 BILLOW ROAD ANDREW S & SHIRLEY A (SURV) MANZI EAST LYME, CT 06357 13 101 HILTON DRIVE DONALD J Q' CATHER/NE A PAD£G/MAS 14 109 H/LTON DRIVE ROGER R k EVELYN G (SURV) MERRI41 15 115 HILTON DRIVE MICHAEL J & PATRICIA A GODIN 16 123 HILTON DRIVE BERNAIRD O & FR4NCINE L HEBERr 17 151 HILTON DRIVE DOLORES S BAR/BAULr 18 139 H270N DRIVE JOANN£ T NORMANDIN 19 147 HILTON DRIVE THOMAS J & PATRICIA J BARTOMEU 20 155 HILTON DRIVE THOMAS C JR & PAMELA J BROWN 21 171 HILTON DRIVE HORSESHOE LANE ASSOCIATES, L.L.C. 23 187 HILTON DRIVE SAVVA G & KAREN L SAVVIDES 24 195 HILTON DRIVE JAMES D & BARBARA CANE 25 205 HILTON DRIVE WILUAM F M DONUN 26 It SHARON DRIVE JOHN JR & CLAUDIA A GO/ANGOS 27 15 SHARON DRIVE ED/TH ADRIENNE ALLEN TRUSTEE 28 25 SHARON DRIVE CHRISTOPHER J &1AM/PA !9CY 29 35 SHARON DRIVE G JAMES R %%% 7 RENEE' G HOLUS 30 5f SHARON DRIVE ANDREW L d• KAREN ✓ FISHER 31 57 SHARON DRIVE HUNG P & HOVNG NH/ T LE 32 65 SHARON DRIVE JOHN & ESTELLE KOPEK 33 75 SHARON DRIVE LINDA G CONWRr/NO 34 36 SHARON DRIVE JOHN M CHAVE.S .i5 15 JUDY LANE BENJAMIN J 8' MARY S (SURV) BOSS/ 36 16 JUDY LANE CARLTON & MARY ✓0 V (SURV) ROUND 37 20 SHARON DRIVE R08ERT A HENDRICKSON 38 6 SHARON DRIVE KATHY J BECKER 39 241 HILTON DRIVE MICHAEL 8• V/ROIN/A M (SURV) B/LAS 43 240 HILTON DRIVE ACANY E I_auaV DOWI G 44 232 HILTON DRIVe' NOEL L &I IRMA R (SURV) ASSEUN 45 224 HILTON DRIVE CEC/UEN J & LAURE7T£ £ CLICHE 46 214 HILTON 7RAef MARK A & ANNE C (SURV) DERRICK 47 206 H/LrON DRME JOHN M ✓R d: SHIRLEY O ZACZYNSKI 46 198 HILTON DRIVE BOUCHER FAMILY TRUST 49 192 HILTON DRIVE JAMES H F0RN2:'Y 50 184 HILTON DRIVE FRED J & MARY L (SURV) SAUER 51 176 H/LTON DRIVE TIMOTHY F & SUZ/E M COONEY 79 10 ABBE ROAD ANDRE CHARBONNEAU 80 170 hArON DRIVE DELB£RT JELLISON 81 164 HILTON DRIVE JAMES ARTHUR SMEALUE R7 83 fSL NIITnN DRIVE 140 HILTON DRIVE ,;ARK , s unu,.e .. A-Pln,a ..-..... v a m.a.riccL nr (awnr/ LLA"'r SV£ND A & LU/SA C AR/LDS£N 84 130 HILTON DRIVE WIUMM S & ELEANOR M (SURV) COWEE 85 120 H/LTON DRIVE STELLA P WOLLMAN 86 108 H/LTON DRIVE £IL£EN M FLANNELLY 87 94 HILTON DRAE F ULUAN CARRINGTON 88 80 HILTON DRAoE JOSEPH W12ARE0 CONDE PICARD 89 15 ALLEN DRIVE MICHAEL F BENTLEY 90 25 ALLEN DRIVE THOMAS C SHAROS 92 85 ROUDA DRIVE EUY JUR/CH 93 92 ROUDA DRIVE MARCEL & G/SE'LLE MORN 47 95 99 25 JUDY "Mr 73 JUDY LAN£ HOwARn L r" µ SuAnnu D ZCl/aVI renal �r � JVrt r VVJLGL R/CHARD C d JEANNE F (SUR) WOSKA 100 101 79 JUDY LANE 87 JUDY LANE EDWARD R (SV) SHEEHAN L/U 102 95 JUDY LANE ANTHONY Njyzkoi sKY MICHAEL L & OPHEUA A CONQU£r 103 105 JUDY LANE AN7N0NY Y & JOYCE S (SV) V.ALL£Z 104 115 JUDY LANE' GEORGE BAUER 115 1634 LINCOLN A VENUE TR/ STATE INDUSTRIAL LAUNDRIES UnCA, NY 13504 116 16 POND DRIVE' 229 SOUTH S47£LUTE ROAD LLC MANCHESTER, CT 08040 117 78 SHARON DRIVE JOAN SCOTT & KAREN M SHEPARDSON 118 74 SHARON DRIVE RONALD A & POUCARP/0 LAN/ER 119 66 SHARON DRIVE CAROL ANN & TAYLOR SUSAN LANIER 120 58 SHARON DRIVE DONN M & JANET L (SURV) MA77ESON 121 122 50 SHARON DRIVE 77 SHARON DRIVE HUGO J & CHRISTINE H SV) DELROSSO ANTNONY M (SURV) & ANNE M HOFFMAN Screen Porch (not living space) is an option on all units Optional Sunroom = 182 sq. ft. At least 5 units, or 30%, shall be 1400 sq. ft. or less. This will be achieved by providing five (5) cottage style units. No more than 5 units shall exceed 1,800 sq. ft., i.e., either the South Windsor style with or without sunroom, or the Carriage style (or Kent style ) if optional sunroom provided. 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. � y NG i�EP - e`- �4 SHEET INDEX I �v VER �Dncc• 1 t'\t T MHr (,JI I t t`LAN) 2— 5 KEY MAP (100 SCALE) r {1wpL UrygH 4 PLOT PLAN (100 SCALE),°"� 5 TOPOGRAPHIC PI AN (1 nn q(�AI P=) - w 6 PLOT PLAN (SITE PLAN) o. 747 ?1` 7 TOPOGRAPHIC PLAN (SITE PLAN)' 8 PLAN & PROFILE SHEET 9 EROSION & SEDIMENTATION CONTROL PLAN 10-11 DETAIL SHEETS A102— A105 AR CH I TECTU RALS 005 L1—L2 LANDSCAPE PLAN RAT.: FEBRUMARCH R`, 200 D�r�: 3=E8RUARY, 2003 \1468\1468-1.DWG 0 I APPLICANT: HORSESHOE LANE ASSOCIATES, LLC 18-3 ARTHUR DRIVE JUTH WINDSOR, CONNECTICUT 06074 TEL. (860) 644-9603 o 1 x 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. 1 1 9-12-02 NO. I DATE REVISIONS GENERAL DESCRIPTION KMI BY 116 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. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 12882 RICHARD P. MARTEL LIC. No. I MAP Lor N/F ABUTTER LIST I 11 12 13 14 18 19 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 45 NUTMEG ROAD DALENE HARDWOOD FLOORING 5 IRONWOOD LANE DYNAMIC REALTY, LLC WEST IIAR7FORD, Cr 06117 5 IRONWOOD LANE DYNAMIC REALTY, LLC WEST HARMORD, Cr 06117 109 HILTON DRIVE JOHN R. DEMATTIA STRATFORD, Cr 06615 388 PLEASANT VALLEY ROAD 71AOIOTHY M. & ✓AN/NE BERGEAN PO BOX 415, E. WINDSOR HILL J L' SHEPARD COMPANY 450 PLEASANT VALLEY ROAD GENE & K47HLYN M DEPIETRO 450 PLEASANT VALLEY ROAD GENE & KA77ILYN M. DEPIETRO 5 HILTON DRIVE PAUL E. & LYNN K. PEPPER 21 HILTON DRIVE ULAVAN MASON 31 HILTON DRIVE LE47NARD E. PELLETIER 43 HILTON DRIVE DORA REIS 53 HILTON DRIVE MICHAEL & URSULA G/ROUX 61 HILTON DRIVE JOSEPH B. COUTURE PO BOX 755 N£L✓DA A. P/CARD 79 HILTON DRIVE ROBERT LINK JR. 87 HILTON DRIVE AMWONY J. SANSONE 46 BILLOW ROAD AN17REW S MANZI EAST LYME, Cr 08357 101 HILTON DRIVE DONALD ✓ & C47H£R/NE A PADEG/MAS 109 HILTON DRIVE ROGER R & EVELYN G (SURV) MERRILL 115 HX70N DRIVE MICHAEL ✓ & P47R/CU A GOD/N 123 HILTON DRIVE BERNARD 0 & FRANCINE L HEBERT 131 HILTON DRIVE DOL.ORES S BAR/BAULT 139 HILTON DRIVE JOAINNE T NORMANDIN 147 HILTON DRIVE TI1OM4S ✓ & PATRICIA J BARTOMEU 155 HILTON DRIVE TH41MAS C JR & PAMELA J BROWN GRAPHIC SCALE 100 0 50 100 200 ( IN FEET ) 1 inch = 100 ft. 34 21 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 43 44 45 46 47 48 49 50 51 79 80 81 82 83 84 85 86 87 88 90 92 93 f00 101 102 103 104 105 112 113 171 HILTON DRIVE 187 HILTON DRIVE 195 MILTON DRIVE 205 HILTON DRIVE 11 SHARON DRIVE 15 SHARON DRIVE 25 SHARON DRIVE 35 SHARON DRIVE 51 SHARON DRIVE 57 SHARON DR1YE 65 SHARON DRIVE 75 SHARON DRIVE 36 SIMRON DRIVE 15 JUDY LANE 16 JUDY LANE 20 SHARON DRIVE 6 SHARON DRIVE 241 HX70N DRIVE 240 HILTON DRIVE 232 HILTON DRIVE 224 HILTON DRIVE 214 HILTON DRIVE 206 MILTON DRIVE 198 HILTON DRIVE 192 HILTON DRIVE 184 HX70N DRIVE 176 HILTON DRIVE 10 ABBE ROAD 170 H/LTON DRIVE 164 HILTON DRIVE 154 HILTON DRIVE 140 HILTON DRIVE 130 MILTON DRIVE 120 I&TON DRIVE 108 HX70N DRIVE 94 HILTON DRIVE 80 HILTON DRIVE 15 ALLEN DRIVE 25 ALLEN DRIVE 85 RONDA DRIVE 92 ROUDA DRIVE 16 ALLEN DRIVE 70 HILTON DRIVE 62 H/LION DRIVE 42 H/LION DRIVE 15 RHONDA DRIVE 25 RHONDA DRIVE 16 RHONDA DRIVE 6 RHONDA DRIVE 860- 291- 8755 esign rofessionals, inc. ■ Civil Engineers • Planners • Surveyors • CIS 165 south satellite road • south windsor • connecticut 06074 ABUTTER LIST GLEN A FREDER/CH SAWA G & KAREN L SAVWDES JAMES D & BARBARA CAINE W/LUAM F M DONUN JOHN JR & CLAUD/A A GOMNGOS EOMH ADRIENNE ALLEN TRUSTEE CHRISTOPHER ✓ & LAURA G LACY JAMES R //I & RENEE G HOLLIS ANDREW L & KAREN J RSHER HUNG P & HOANG Ni/I T LE JOHN KOPEK LINDA G CONVERANO JOHN M CHAVES BEN✓AMIN ✓ & MARY S BOSS/ CARLTON & MARY JO S ROUND ROBERT A HENDRICKSON X4771Y J BECKER MICHAEL & VIRGIN14 M (SURV) B/LAS EMILY E DOWLING NOEL L & IRMA R (SURV) ASSELIN CECIIIEN J & LAURE77E E CLICHE MARK A & ANNE C (SURV) DERRICK JOHN M JR & SHIRLEY 0 ZACZYNSKI BOUCHER FAMILY TRUST JAMES H FORNEY FRED ✓ & MARY L (SURV) SAUER T/MOTHr F & SUZ/E M COONEY ANDRE CHARBONNEAU DELBERT JELLISON JAMES ARTHUR SMEALUE MURK J & MICHELE M (SURV) LEAHY SVEND A & LU/SA C AR/LDSEN WILLIAM S & ELFANOR M (SURV) CON S7ELLA P WOLLMAN EILEEN M FLANNELLY F LILLIAN CARRINGTON JOSEPH WILFRED CONDE PICARD MICHAEL F BENTLEY 7H0AL4S C SHARDS ELIY ✓UR/CH MARCEL & G/SELLE MORN JOSEPH A & DIANA S 7AYLOR MICHAEL A & MELINDA JAMES P. LYONS JOSEPH HR. & CHERYL A WO✓N/LO SFAN A & M477LD4 B BARRETT JOSEPH. M & LORI L GIONFR/DDO JOHN & USA M BOWMAN ROBERT A & KAREN S ROVETO LOT 714 115 116 19 20 21 22 23 1 2 3 95 99 100 f01 102 103 104 105 107 108 109 111 112 113 114 124 125 126 115 116 117 118 119 120 121 122 124 125 126 N/F ABUTTER L/ST 32 H/LION DRIVE ✓EANETTE A MICHAUD 16 HILTON DRIVE FRANCIS B & KAREN E DROUIN 460 PLEASANT VALLEY ROAD AIAURA C AUZUR PO BOX 945 MERCURY REALTY COMPANY LLC WEST HARTFORD, 06127 30 S01I7H SATELLITE ROAD GERBER SYSTEMS CORPORA71ON 61 SOUTH MAIN Sr G&R REALTY FARMINGTON, 06034 14 SCARBOROUGH ROAD SCARBOROUGH HOLDINGS UC SIMSBURY, 06070 212 LAMBS ROAD MM REALTY CORPORA77ON PUTA/AN, N✓ 08071 10543 DORIC Sr RODYCOTE HOOVEN INC. DALLAS 7X 75220 100 CORPORATE DRIVE, WINDSOR CONNECTICUT AVENUE ASSOCIA7ES, LL 39 8ARBARA ROAD ROBERT M & JUDY ANN HILL 25 JUDY LANE HOWARD L & SHARON P (SURV) GOSLEE 73 JUDY LANE R/CHARD C & JEANNE F (SURV) WOSKA 79 JUDY LANE EDWARD R (SV) SHEEHAN VU 87 JUDY LANE ANTHONY WAS/KOWSKI 95 JUDY LANE MICHAEL L & OPHELIA A CONOUET 105 JUDY LANE ANTHONY Y & JOYCE S (SV) VALLEZ 115 JUDY LANE GEORGE BAUER 125 JUDY LANE CLAIRE W EK 129 JUDY LANE BR14N E & KIMBERLY S CONNOLLY 139 JUDY LANE GENE F. DWYER 3 BARBARA HILL DRIVE MICHAEL J. ✓R. & BARBARA THOMPSON 15 BARBARA HILL DRIVE RUSSELL A & JOANNA / BOLDUC 23 BARBARA HILL DRIVE FRANK J & DEBORAH L RANDAZZO 31 SARHAR4 HILL DRIVE LEWIS J. & SHARON B MILLER 161 SOUTH SATELLITE ROAD OP77MUS SOUTH WINDSOR, I LC 171 BARSTOW LANE BRENAAU7T PROPER?/LT LLC 187 SOUTH SATELLITE ROAD ROBERT 011WERI 50 SHARON DRIVE HUGO J & CHRIST/NE H SV) DELROSSO 77 SHARON DRIVE ANTHONY M & ANNE M (SURV) HOFFMAN 77 SHARON DRIVE AN7710NY M & ANNE M (SURV) HOFFMAN 1634 LINCOLN AVENUE 7RI STATE /NDUS7RIAL LAUNDRIES U77CA, NY 13504 16 POND DRIVE 229 SOUTH SATELLITE ROAD LLC MANCHES7ER, Cr 06040 78 SHARON DRIVE JOHN SCO77 & KAREN M SHEPARDSON 74 SHARON DRIVE RONALD A & POLICARPIO LAN/ER 66 SHARON DRIVE CAROL ANN & TAYLOR SUSAN LAN/ER 58 SHARON DRIVE DONN M & JANET L (SURV) MATTESON 50 SHARON DRIVE HUGO J & CHRISTINE H (IV) DELROSSO 77 SHARON DRIVE ANWONY M & ANNE M (SURV) HOFFMAN 40 WEST 1707N STREET SOUTH WINDSOR MERGER CO. LLC BRONX, NY 10452 8 TIMBERLINE ROAD SUPER/OR REALTY COMPANY FARMINGTON 06031 85 SOU7H SATELL/7£ ROAD LAWRENCE GREENFIELD DESIGN: BEE DRA WN.• MHA I CHECKED: RPM JoB No.: 1468 IDA TE• 12-10— 01 DRAWING No.: JOBS \ 1468 � site plan 11468-2. a COMPILATION PLAN PREPARED FOR: SUMMER WOOD South wfindls®Ir9 Connecticut SHEET 46 33 19 119/120 122 33 � 34 32 0 31 4/0 3 5 16 17 12 121 / 35 34 29 95 WIN 27 25 18 0 11 86 TAN 19 20 2 3 �<v 85 7_ 1 87 84 9 88 g� g3 a�� 82 51 8 �<F 89 92 oe � 7 101 � ��E 93 81 80 APPLICANT: HORSESHOE LANE ASSOCIATES, LLC 18-3 ARTHUR DRIVE SOUTH WINDSOR, CONNECTICUT 06074 TEL. (860) 644-9603 z -c x il 11 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 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. NO. I DA TE 36 37 x 39 26 50 46 47 � 1�0 6 79 2 102 MAP Lor N F ABUTTER LIST 5 MAP LOT N F ABUTTER LIST 115 s NY TON 09 ~= B d KAR NN E DROU/N 1 116 480 PLEASANT VALLEY ROAD AUURA C MAZUR 03 34 21 171 H/LM9N DR/V£ HORSESHOE LANE ASSOCIA= L-LC. 46 19 PO BOX 945 MERCURY REALTY COMPANY UO 23 187 N/LTON DRIVE SAWA O & KAR£N L SAVV/DES WEST HARTFORD, 08127 104 105 24 195 I&TON DRIVE JAMS D R DONNA CHINE 216f JO ��E D � M ATIOX 25 205 H/LTOH DRIVE N711UA/ F M DONUN 21 6f SOUTH MA1N Sr CdR REALTY 26 11 SHARON DRIVE JOHN JR & CLAMIA A GOMAWS FARM/NGTOH, 06034 27 15 SHARON DRIVE ZVMH ADRIDYN£ ALLEN TRUSTEE 22 14 SCARSOROUGH ROAD SCARBOROUGH All"AGS LLC 4 28 25 SHARON DRIVE CHR/STOPHER J R LAURA C LACY SAMMY, M070 5 �0 19 35 SHARON DR/PE ✓AMES R /// & RENEE 0 NOLIJS 23 2f2 LAMBS ROAD MM REALTY CORADRATION 30 51 SfURON DRIVE ANDREW L & KAREN J FLSHE77 PUTAUN, NJ OW71 �� 351 67 Y 65 SHARON DRIVE DRIVE Raw KOPEK Homo mil T LE 47 1 10545 DORIC 75 r BODYCOTE HOOVE IV lNc. �O 2 f00 CMRPORA7E DRIVE; M7NDSOR CONNE07XVr AVENUE ASS" =, LL 33 75 SHARON DRlVf UNLLI C CONVERTlNO / 34 36 NOY L DRIVE JOHN M CHAV£S 5 J9 BARBARA E HOWRT L at JUDY ANH HILL 35 15 Jt/DY LANE BEN✓AM/N ✓ �! A/ARY S BOSS! 95 25 JUDY LAN£ HOWARD L & SHARON P (BURN} GOSLE£ 36 16 JUDY LANE CARLTON & AMY JO S ROUND 99 73 JUDY LANE RICXARD C ✓£ANNf F SU MOSKA \ MAP LOT IVIF ABUTTER LIST 37 20 SHMRON DRIVE ROBERT A HENDRICKSON 100 79 JUDY LANE EDWARO R Q SREDVAN L,/V 38 6 594RON DRIVE KAINY J BECKER 101 87 JUDY "ME ANTHONY WAS/KOMI 113 39 241 H// ION DRIVE AOCR4a At ORGIN/A M (SURV) BMAS 102 95 JUDY LANE MICXA£L L & OPM A CONtN/ET 3114 m 11 45 NU7MM ROAD DALENE HARDMl70D FXOORINO 43 240 ML70N DRIVE SWILY E DOMUNG 103 f05 JUDY LANE AN7MONY Y & JOYCE S (3V) VALLEZ 12 5 /RONOV00 LANE DYNAMO REALTY. U0 44 252 XILTON DRIVE NOEL L & IRM A R (SI/RV) ASSEL/N 104 ff5 JUDY LANE GEORGE Mow WEST ARRMRD, Cr 04FI17 4S ?24 H/LION DRIVE CEC/UE7V J .t LAURETfE f CLICHE !05 f25 JUDY LANE AU1R£ W AK f3 5 /ROA%VOD LANE DYNAMIC REALTY, U0 46 214 MLTON DRIVE AURK A & ANNE C (SURV) DERRICK 106 129 JUDY LANE BRAN E Q K/MBERLY S CONA40UY WEST HAWMR0, CT 04F1 f7 47 206 H/L70N DRIVE JOHN M ✓R .t SX/RLEY O ZACZriYSK/ 107 159 JUDY LANE GENE F. DWYER 112 14 109 NXION DRIVE JOHN R. D"MrM 48 IRS HIL7ON DRIVE BOUCNER FAMILY TRLGST 103 3 BARBARA HILL OR/VE MICHAEL ✓. W. & B.UPAM THOMPSON SMArFOR ' CT 06615 49 192 MLION DR" DAMES H FORN.EY 109 p15 BAMR41AAA yH�ILL DRIVE RUSSELL A & JJOpARNN144 / SOOLrDUC f8 3B8 PLEASANT VALLEY RDAO TIMO7TIY A/. a JAMINE BE/PGEAN 51 f76 NIL184 L117H DRIVE TlAA77HY F 8 SUZ/Lt�M�C�HEY SAUER 17� Sf NRRARA N/� L3RN£ LE� L S IRON B M/LLIO 19 PO BOX 415, E: W7NAS'0V1 HILL J E SHEPARD COMPANY 79 10 ABBE ROAD ANDR£ C/URBANNEAU 112 161 SOUTH SAIELLUE ROAD OP17MUS SOUTH W7NDSOR, LLC 34 1 460 PLEASANT VALLEY ROAD GENE & A:ATM M M. DMETRO BO 170 HI470M DRIVE 115 J£LUSON 115 171 9AR5MW LANE BRENAMATT PROPER7fES LLC 2 450 PLEASANT VALLEY ROAD GE7V£ KA7HLY/V M. OID°/E7RO 81 164 N/LION DRIVE DAMES ARTHUR SMfAUX 114 187 SOUTH SAraLnE ROAD ROBERT OLMERI 1153 5 H/LION DRIVE PAIIL E. a LYNN K. PEPPER 82 154 11IL70N DRIVE AURK ✓ & MICHELE M (SURV) LEAKY 124 SO SHARON ORNE HUGO J & CHR/STINE H (SV) ) 4 21 H/LMN DRIVE ULLUN MASON 83 140 014MY DRIVE SVEND A & 4VISA C AAMOS& 125 77 SAMWN DRIVE ANMONY M ANNE M (SURV 5 3t H/LTON DRIVE LEONARD E. PRIEM 84 130 HILTON DRIVE WYLLLIM S d ELE.AJWR M (SURV) Comw 128 77 SHARON DRIVE ANNONY M & ANNE M (SURV) !lWU" 6 43 H/L7t7N DR(w DOM Ras 85 120 MION DRIVE STELIA P WVLLA/AN 115 1654 LIAMLN AVENUE TAY STATE MV05 MU LAUNDRIES 7 53 H/LMN DRIVE M/CHA£L & URSIXA OMMY 86 108 H/LTON DRIVE MAMM Al nANATUY UTIGI, NY 15504 8 61 H/LTON DRAT JOSEPN S. 000WRE 87 94 M70N DA" F LILLUN CtRR/NOM 116 IS POND DRIVE 229 SOUTH SA7ELUTE ROAD U.0 9 PO BOX 755 NETIDA A. P/CARO BB 80 OIL= DR/Vf JOSEPX W/LFR£D CONDE P/CIRO AUHCNESIER; Cr M8040 10 79 HlLTON DRIVE ROBERT LINK JR. 89 15 ALLEN DRIVE MCHAU F 8EH7LEY 117 78 SMRON DRNE JOHN SCOrr d KAREN M SHEPARDSON f 1 87 HAMN DRIVE ANAYONY J. SANSONE 90 25 ALLEN DRIVE MOANS C SHARDS 118 74 SRARON ORYYE RONALD A & POLAZ RP10 LAMER 11612 46 BILLOW ROAD ANDREW S MANZI 92 85 RANDA ORYV£ £UY JURICN f19 66 SYIARON OR/V£ CAROL M d 7AnOR SUSAN LAN/ER LAST LM& Cr 0635), 93 92 ROUNA ORJV£ AURCEL & GISEZLE MMIN 120 58 WURDN OR W DONN M & JANLT L (SURV) AIAMSON !3 101 !/ILTON DRIVE DOWALD J & CAMERINE A PADEGIAUS 100 16 ALLEN DRIVE JOSEPH A d DMN.A S TAILOR 121 50 SHARON DRIVE 114W J a CHRIS77NE H (S`Vj D£LROSSO 14 t09 N/LTON ORfVE ROGER R EVELYN C (SURV) MERRlLL f0f 70 N/L7ON DRIVE MICHAEL A & MEUMPA f22 77 SAARON DNW AAMONY M � ANNf M (SUkV) NOFFMAN 15 115 H/L7GN OR1VE M/CNAEL ✓ R PATRAxA A COON 102 62 HIM N ORIW DAMES P. LYONS 124 40 WE5r 170TN SMET SOUTH WINOSOR MERVI V CO LLC 16 f23 HI1712N DRIVE BERM O O & FRANC/NE L REVERT 105 42 HUM ORIVE JOSEPH HR. & CHERYL A NUJN/LO BRONX, NY 10452 17 151 I/IL7OH DRIVE DOLORES S BAR/EUULT 104 15 RHONDA DRIVE SEAN A & AMYILDA B AARRETT 125 8 TIMBERLINE ROAD SUADVOR REALTY COMPANY 18 139 HXMN DRIVE JOANNE r NORAUNDIH 105 25 RHONDA DRIVE JOSEPH. M d LORI L CIONAWWO FARMWOM 06032 19 147 AXTON DRIVE 7MDAUS J & PAIRKHA J BAR70MEU 112 16 RHONDA DRIVE JOHN & LLSA M BOWMAN f26 85 SOU7M SATELLITE ROAD LAWR£MC£ GREENf/ELD 20 155 H/L7ON DRIVE TMOAUS C JR & PAMRA J BROWN 113 6 RHONDA OR/VE ROBERT A & KAREN 5 ROVER7 VISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-3008-1 THRU 20-30OB-20 OF THE t 860.291.8755 COMPILATION PLAN PREPARED FOR: 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 �E u RNAP o FROM OTHER MAPS , RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION. IT IS NOT TO BE CONSTRUED AS 100 0 50 100 200 �� SUMMER ' ] ,/ WOOD =�r�O T HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE (J`Yl i/i/ D FIELD SURVEY MAY DISCLOSE. rofessionals inc. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. i IN FM . DESIGN: KM/ DRAWN• MHA CHECKED. RPM Summe�pw®od Line 12882 1 inch = 100 ft. ■ Civil Engineers • Planners • Surveyors • CIS JOB NO.: 1468 DATE.• Nov. 26, 2002 DESCRIPTION BY RICHARD P. MARTEL LIC. No. South �i1n&0m9 l onneCficut 165 south satellite road south Windsor Connecticut 06074 DRAWING NO.: JOBS 1468� 14682&3.dwq BE m 45 SHEET N/F GERBER SYSTEMS CORPORATION ♦ 1 G&R REALTY LtJ , t�Ol - N/F �4 MAC -GRAY CO. INC. ^ / 1 MON. / N/F DYNAMIC CONTROLS CORP. l MON. N JOHN R. DEMATIiA DRAINAGE EASEMENT SEE NOTE 5 MON. � sS2s N/F J.Ea SHEPARD C 20' R.O.W. SEE Sf"r- V. 40 PG. 1 OF THE SOUTH WINDSOR LAND RECORDS NOTES: 1. ALL MONUMENTATION FOUND OR SET IS DEPCITED HEREON. / y� 2. HORIZONTAL DATUM - NAD '83 arO 3. AREA OF PARCEL = 277,662 Sq. Ft. 6.37 Ac. /1R, 4. ANGLE POINT IN SOUTH SATELLITE RD. TAKEN FROM DEED V. 423 PG. 224 OF THE SOUTH WINDSOR LAND RECORDS. / 5. SEE V. 570 PG. 294 FOR COMPLETE DESCRIPTION OF / DRAINAGE EASEMENT. s Q %zun o,-- S¢um `1d&U&,0, c 2540 SULLIVAN AVENUE • SOUTH WINDSOR. CT OGO74 TELEPHONE (860) 644.2511 �G ♦ October 7, 2002 CerGfted 470020510000081152185 Design Professionals, file. Attn: Peter DeMallic 165 South Satellite Road South Windsor, CT 06074 SEE NOTE 4 RE: Appl. #02.48P Summerwood Senior Residence Development, located southeriv of Sharon Drive and westerly of Hilton Drive, A-20 residential zone Dear Mr. DeMallic: SO LEGEND At the October 2, 2002 regular meeting, the Inland Wetlands Agcncy/Conservation Commission approved application #0248P - Summenvood Senior Residence Development - inland A •• •..`n Woland/Conscrvation Commission application for the construction ofa 20-unit SRD, IRON PIN TO BE SET stormwaterstrucmres,andassociatedimrovementson roert locatedsoulhcrt of Sharon d /•OTUJ2 OY' SOuu'2 WuutetYc ` ^ ® P P P Y Y 1540 SuwvAN AVENUE • SOUTH w'INOSOR, er 00074 \ Drive and wcatcdy of }I;hon Drive (Assessor's M1tap #34, parcel #22) A-20, raidrntial none. •w... TELEPHONE(860) 6442511 v,Q • EXISTING IRON PIN This approval is subject t0 the following conditions: 1. One blueprint copy ofthe: entire set of plans and this letter reproduced thereon, must be CGRTIFIEU MA(L ♦ submittea to ih;s Commission. 'i n;s must be completes within 05 days of approval prior to any construction activity on the site. Plans submitted to Planning & Zoning November 15, 2002 Commission shall be considered having met this requirement. 2. The application shall indemnify and hold harmless the Town of South Windsor against ♦ /�••7 any liability, which might result from the proposed operation or use. Mr. Robert Urso " }} Horseshoe Lane Associates, LLC ` 3. The permit is valid for five years and shall expire on October 2, 2007. it is the 13-3 Arthur \` /�Il U landowner(s)/applicant(s) responsibility to track expiration dates and notify the South lvindtorn C!' 06074 ` Commission ofa renewal request at least 65 days prior to expiration. , C Re: Appl 02-48Pdsouth, southerly Lane Associates, LLC, requost for ,A-20 lone on properly 4. All approvals required must be obtained and submitted prior to any activity on the site. lasted soudtedy of Sharon Drive, northwesterly of talon Drive, A-20 zone \\O16`/IVY e7- e7 �� 5. A contact person shall be identified on the plans. Dear Mr. Urso: FA' ••• /ryt2540 p�SNUEG�2 WllLff. CT05 i j 6. Mosquito controls ;n the loon of a larvicide must be applied to the detention basin. Tins s, 35405UWVAN AVENUE. SOUTH WINDSOR. CT Oe074 j4 •i \t'c arc pleased to advise you that the Planning & Zoning Conmmission voted on November 12, O TELEPHONE (860) 6a42611 2 application must be done according to accepted recommendations and roof of 2002, to approve with modifications application 1402.48P, Rcsubdivision on 6 sera to create I 6j PP � g p p lot to be !mown as Horseshoe Lane Associates, LLC on property located southerly of Sharon application be sent to the Environmental Planner or Director of Public Health. Drive, northwesterly of Hilton Drivc, A-20 Zone as shown on plans prepared by Design Professionals, Inc., project is 1468 and dated October 10, 2002, as revised. This approval is February la, 2003 `` 7. Erosion blankets to be placed on the inside of the basin, prior to seeding. subject to the following modifications: 8. We recommend a bond in Ote rtmount of S10,000 be submitted to the Planning CERTIFIBD MAIL \ 8 & Zoning 1. This approval is for 1 lot. Commission to ensure Erosion and Sedimentation Control Measures. Mr. Robert Urso 9. We recommend a bond ;n the amount of $20,000 be submitted (o the Planning & Zoning 2. Drainage and constriction for this subdivision is subject to the approval ofthe Town 183 Arhur Drive ♦ ` Commission to ensure establishment ofthe basin. Engineer. South Windsor, Cr 06074 3. The lot shall be serviced by the Town of South Windsor sanitary sewer system and is subject Re: Appl 0246P, Horseshoe Lane Associates, LLC, request for Special Exception to 4.1.12 and Site Plan of Very Truly yours, to the approval ofthe Water Pollution Control Authority. Development for a 17 unit Senior Residence Development to be known as "Summ"wood", on property located southerly of Shamn Drive norhwesterly of Hilton Drive, A-20 zone INLAND WETLANDS AGENCY/ 4. \Yarn shall be Supplied to this subdivision by public water. Door Mr. Urso: CONSERVATION COMMISSION 5. Street lighting shall be installed on strcrzs, al intersections, and on cultic -sacs in accordance We we pleased to advise you Ww Uto Plarming&Zoning Commission voted on l'cbruuy 1 t, 2003, to oppaove N/F with the policy established by the Chief of Police. Street lighting is to be coordinated with the ChiefofPolice(copy enclosed). with modifications Ibis approval is for Out cnced onstruction for senior Exceptiontolopmand Site Planof Development. This approvalicate U000nstrudfSharo Senior Residence Dcvelopmeot krrown - �,•� Elizabeth A. Warren, Chairperson "Summmvood"on Property located southerly ofS�aronlhivr, northwesterly ofll;Ilon Drive, A-20 zone os e7- _ ` .�/ Gy/j 6. Street names and locations of fir hydrants uc subject to the approval ofthe Fire Marshal of shown on lass d /•L71.U,n Ct!_'sDUC/L CU(O�L. ♦ ` BARBARA DYKE D prepared by Design Protessionil, foe., mob No. 1468, dated November 26, 2D02, as revised. theTown ofSoulh Windsor. Street names and supporting polls shall be installed by the this approval is subject to the following modifiolioni: EWdr 1540 SULLIVAN AVENUE • SOUTH ONEWINDSOR.(860) CT -2511 th6074 To developer in conformance with the standards ofthe Town of South Windsor, at no expense to a`a".<o^"� TELEPHONE (a6o) boa 2511 P I. Facile corrunencementofanyalto work, onhecting must be held Vries Tnsvn Staff. ` cc: Chief Building Official the Town. a)a.-ch 6.200.1 Town Engineer n N^b;;il �^^_...••: m,';:,;;:gunl�rfn:)y,••_•_.�.__c,_, •_.,._.._.._. ,..............8 ,.. v a,r,•u.,tw,,, • „u>,,.,c Vc�v, „iN mliup aVwli l.hC,asui,lce. ♦ 7. 1 A (lability insurance policy shall be submitted to this Commission naming the Town ofSoudm Wi3, 71ds application is subject to thcconditionsofopprovat ofthe Lnland Wetlands Agency:Conservation - ndsor as an insured, with a combined single limit for bodily mitiry an property damage in the amount of SI,000,000.00. S. This application is subject to the conditions of approval ofthe4raland Wetlands Agency/Conservation Commission, including a bond in the amount of S10,000.00 to ensure erosion and sediment control measures. 9. Prior to commencement of any site work, a meeting must be held with Town Staff. 10. All plans used in the field by the developer must (ear the stamp and authorized signattre of the Town of South Windsor. 11. All easements for conservation purposes, drainage or utilities, that may be required in connection with the approval ofthis subdivision, must be submitted on standard Town easement form where appropriate, to this Commission prior to filing the mylars and issuance of building permits. All deeds for open space, public improvements and roadways must be submitted prior to request for Town acceptance; all deeds must be in accordance with the policy for accepting deeds and must be approved by the Engineering Department and Town Attorney. 12. Footing drains are required for each house. Prior to the building ofany Structure on ..:ot, a topographic map, drawn to a scale of I" = 40', shall be submitted for each lot in the subdivision, showing proposed contours, elevations and the location ofthe footing L!ains. No building permits will be issued unfit the proposed contours, floor elevations and location of footing drains have been approved by the Town Engineer. 13. if, for any reason, finished grading and other individual lot site work is not completed, the Town Engineer shall determine the amount ofa cash bond to ensure final grading and site work. This cash bond must be submitted prior to issuance ofa Certificate of Occupancy. 14. Quantity estimates must be submitted to the Town Engineer (on the enclosed form) for the purpose ofdetermining subdivision bonding. All bonds shall conform to the enclosed bond policy and shall be posted prior to filing the final plans in the Town Clerk's office, If the developer chooses to submit a Letter ofCredit for a one year term, said Letter of Credit must be renewed on a yearly basis unfit completion ofthe development if a new Letter of Credit has not been received within 30 days before the expiration date, the Commission may, at its option, at the Letter it is holding. IS. A drainage assessment fee in the amount of S50.00 shall be submitted to this Commission. 16. No building permits will be issued until all modifications have been complied with, and the final plans have been filed in the Town Clerk's once. Black and white transparent mylars of Sheets 94 with the above modifications, together with three blueprint copies ofthe entire set of plans (including architectural elevations) must be submitted to this Commission within 30 days to be stamped and signed. The letters ofapproval ofthis Commission, as well as the Inland Wetlands Agency/Conservation Commission, must be reproduced on the mylars. After mylars have been signed by the Commission, they will be returned to you for filing in the Office of the Town Clerk by February 25, 2002. After filing these plans, a copy of the receipt must be submitted to the Planning Department. Sincerely, R (r Kevin McCann, Chairman ' Planning and Zoning Commission KMcC/kah cc: Town Engineer Grief Building Official Assessor Superintendent of Pollution Control Fire Marshal Peter DeMallic MAP REFERENCES: 1. PLOT PLAN FOR NUTMEG COMMERCIAL CENTRE, NUTMEG ROAD, & S. SATELLITE ROAD, SOUTH WINDSOR, CT. 1"=40' DATE 5-21-87 REV. TO 10-2-87 FUSS & O'NEILL, INC. SHEETS 4 THROUGH 8 OF 11. ctgs Rp S73 �s -roe o n n 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE m INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 2 3-24-03 ADD APPROVAL LETTERS JAS 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 12-12-02 ADD APPROVAL LETTERS MHA IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY V STONE GENE A.NDEEPIETRO Commission, includiag a bond in the amount of $20,000 to cnsuro establishment of the detention basin and a bond in the amount of $10,000 to ensure erosion and sed;'m a l control measures. (Dos is the same $10.0 0 as is included in the Resubdivisionapproval, not a scparale bond amount.) 4. An as4trilt plan is required prior to issuance ofa Cedificate of0ecurency per Section 8.1.10 ofthe Zoning Regulations. 5. A landscape bond in the amount off20,000 is required and must W submittal prior to filing ofmyiars. 6. All plans used in the field by thedevvloper must bear the stamp and authorized signature ofthe Town of South Windsor. 7. WPCA approval is required. A hold hamhless agreement and permission to enter torn will need to be Provided to the Town to allow the refuse & recycling vehicles to enter lilt site. S. 'no sucet number(s) must be included on the frost plan. 9. SWravalks are to be located on the westely side ofany Drive and to be maintained in perpduily by the developer. 10. Allowed density should he canceled in the zoning data table. 11. Buffer planning plus is to be rodcsig cd,with a variety of evergreen plantings and facts and should be located in groupings to break up views (not creating a wall of evergrwt) and subject to stafrapprovul. The amount of I cca ' •v and pig is to be equivalent to what is shown on the approved londswping plan and should be dalgned with substantially the same size and quantities as shown. 12. Developer to fag the trees to be removed in the Geld prior to issuance of individual building permits (subject to smffapproval). 13. Evergreens to be plaited on west aide udjaeont to the Industrial 7one. 14. Conswsaion f rice to be located at the 35 foot bulfier line throughout the duration of the project. Black and while transparent mylars of Sheet 4 and 6 with the above modifications, together with three blueprint copies ofthe entire set of plans must be submino to this Con am6sion within 30 days to be stamped and signed. The letters of approval ofthis Commission as well as the Inland Wetlands Agcncy/Conscration Commission must be reproduced on etc mylars. Atler the mylars have been signed by the Commission, they will be returned to you for filing in the Office of the Town Clink. After filing those plans, is copy ofhv receipt mwl be submitted to the Planning Department. Sincerely, 4�_' �y7�("1 nn, Chairme Planning and Zoning Commission KMcCM1 ah cc: Town Engineer Chief Building Official Asseswr Superfnlcldent of Pollution Control Fire Marshal Z1_ %11%. %-,% %*. ***�� 4`iiiili. N/F GENE A. DEPIETRO 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 - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED 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. Design proltuiooals, ire. lay Soath burls to Rocd South Windsor, Cr 06VA Ann: Gal:r, S<mpr<bon W: Summtnrood Senior R<s;dem Devclopitxet Sswmemwd race. Soi ah Windsor, Cr Dear 11, Svm,cbon (ke South Wind., Water Polinlien Co,;b.) Authnnty, u its reguLv meeting of Mrcb 4, 2003, gave spproyal rot she aarum to the Toua's sesverago syatcmofa residential senior resi,korA desnlopmtnt a Swunemood lane, Sou'h Windsor, Cl, as rtgrc speei6c3lly Shown on plant cradled "rcpodriph:c Plan for SumcswoodSea- Residence Devetopmect"prepued by Design Professnuals,]In,. Pnism No. 1408 Jhawm e NIXsl 7 turd I1-25U2, revised t-16U3 acW I.28-03, sodaube<t ,' to the (olin.vfg <.Minor_c I Serverlint must be Placed .,be- on Ore approved alp. 2 lcohn:al approval of ibe To-F.V"tntg Depatment. 3 Flal Authemyspprovai and aectp�nee tribe amimay ewmgo-.-a-will be given one, the sewerline L. been installed and imp.cull by aM To.0 s ff. and based +Pon due write. -ificau0n of,hc "l mvn snHlhal said saainary uwcr lint was muallW in subsnolisl conformance u,ih the design plans preasomly approved by she Authority. and meeting all Town regulations and 31910Pmle uehaial specie cations telaung to military se vrr construction. is approval lent, must be svperimiwsed on the( tappr ,il phut. Very truly )ows. Jo• ph 1. CarrA. L•hal water Pollution Control Aunanty JJCdd Cc: Matthew GAligan, Town Manager hrtcf,t)1. Garlick Duece, of public w'oas Jeff Dooltme, Tone Engineer Marcia Broth. Direct., of Planning loin Collins. Chief Building Inspetor Iforsest"e Lane Assoaalts. LLC NIG Realty Limited Pia crship DONALD PADEGIMAS ANDREW & SHIRLEY MANZI N/F ANTHONY J. SANSONE N ROBERT LINK JR. N/F NELIDA PICARD N JOSEPH & JOAN COUTURE N ADRIAN & ANNE CYR DORA REIS GRAPHIC SCALE 100 0 50 100 200 { IN FEET ) 1 inch = 100 ft. I GRAN. MON. rE Fri""' / YON. NI;70NVFRO ` {/y� L<ttDA a tIAGat PARS \ N /FME K g� o=��/ens \ \ ♦ t, ON Dk A/ 7 � •• f�c`` Mt1POdOrf Am oed PARCEL A VA 8.373r� Ft \ aiM,,..�m R. jS (DUDES AREA OF R.O.W.) ` >�a�+ 6. ♦ ♦ \ \ ` %AUA Q V►v a ROGER RENION 11ERRILL th evaitN a iIIERRM,1 \ \ gal:ct+ 20.44' ♦ / S5 4393 S66'15'17" 19.41 EA N07a50'57"W 33.84 ��'l �' N40'13'18"E 30.88 N 344'43"E V et � �9 N16'35'38"W 91.73'- APPLICANT: HORSESHOE LANE ASSOCIATES, LLC 18-3 ARTHUR DRIVE SOUTH WINDSOR, CONNECTICUT 06074 TEL. (860) 644-9603 860.291.8755 esign . C rof essionals, inc. N. Civil Engineers • Planners • Surveyors • CIS 165 ;south satellite road • south Windsor • Connecticut 06074 PROPERTY SURVEY PrOLOT PLAN DESIGN.- of : KM! CHECKED: RPM ✓OB No.: 1468 DA TE- No v 26, 2002 DRA WING NO.: JOBS 1146811468- 4. dwal South Windsor, ' S2Y44'43"W \ 49.00 N HORSES ASSOCIANE t LL S16'35'38"E 90.52/ ivy N,--05a59'45" R=200.00 L=20.93 T=10.47 RESURVEY PREPARED FOR: ........... 1MWAM rDOWM N %WAES D. tit ARA CJ1q� 44 q AREA = 4226± S.F. 0.09t AC. Connecticut SHEET II � 111101114 U N/F / t GERBER SYSTEMS CORPORATION/ N Q' JA, V \ SEEN TE �\ LEGEND �O IRON PIN TO BE SET • EXISTING IRON PIN -- -- -- EXISTING CONTOUR It DRAINAGE EASEMENT SEE NOTE 5 \ ♦'`\ G&R R�F.ALTY \ --\ 3 �l/ \ <�7 N/F \ BARBARA DYKE N Q \ GRAN. MO . MAC—GRAY�CO�INC.\� Q> L .won. MO \ t]NOA J. KOPEK N Joy � DYNAMIC CONTROLS i j j ' ' \ \ �V a I O o��• �F // �' jE I �I N D� `� ,gyp' \ \� R. 5" z— N/F R. DEMIA JON M i' -7/ Q \ \/` ----- �\ DONALD f DEGI N/F J.E. SHEPARD CO. 20' R.O.W. SEE SEE V. 40 PG. 146A-146C OF THE SOUTH WINDSOR LAND RECORDS NOTES: 1. ALL MONUMENTATION FOUND OR SET IS DEPCITED HEREON. 2. HORIZONTAL DATUM - NAD '83 3. AREA OF PARCEL = 277,662 Sq. Ft. 6.37 Ac. 4. ANGLE POINT IN SOUTH SATELLITE RD. TAKEN FROM DEED V. 423 PG. 224 OF THE SOUTH WINDSOR LAND RECORDS. 5. SEE V. 570 PG. 294 FOR COMPLETE DESCRIPTION OF DRAINAGE EASEMENT. MAP REFERENCES: / 1. PLOT PLAN FOR NUTMEG COMMERCIAL CENTRE, NUTMEG ROAD, & S. SATELLITE ROAD, ' SOUTH WINDSOR, CT. 1"=40' DATE 5-21-87 REV. TO 10-2-87 FUSS & O'NEILL, INC. A 61A SHEETS 4 THROUGH 8 OF 11. RD BROWN STONE Q GENE A.NDEEPIETRO oz{X 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. 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 — "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-3. 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. 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. 12882 RICHARD P. MARTEL LIC. No. NO. DATE DESCRIPTION BY & ANNE CYR GRAPHIC SCALE 100 0 so 100 200 ( IN FEET ) 1 inch = 100 ft. Y SANSONE (iHyYuo�s aroma of RAW.) \ •� �i. \ 7 ] _ ROM RD N MERR L EVEtYN G MERRw. \ 2' � Lvqlwra W. t 9AReARA cArNE MA1V230. 2. �ap` 2'31' 2" NOTE: SEE TOPOGRAPHIC PLAN (SITE PLAN) FOR ADDITIONAL DETAILS. APPLICANT: HORSESHOE LANE ASSOCIATES, LLC 18-3 ARTHUR DRIVE SOUTH WINDSOR, CONNECTICUT 06074 TEL. (860) 644-9603 i 860.291.8755 diiesign rofessionals, ine, • Civil Engineers • Planners • Surveyors • CIS 165 south satellite road • south windsor • connecticut 06074 PROPERTY SURVEY TOPO c FILM DESIGN. KMI DRAWNKMI CHECKED. • RPM JOB NO.: 1468 DATE: Nov. 26, 2002 DRAWNG NO.: JOBS \ 146811468-5. dwa 143 N 7'50'57"W 33.84' WIOES 40 3'18"E / 3 S40't 3'1 W , ___ 0 34443 E '44'43"W �� 4 H00RSESfiOE LANE ASSOCIATES` LL S/ N16'35 1 B-35-38" 38 W `r' 01 7 i,--05'59'45" R=200.00 L=20.93 T=10.47 AREA = 4226t S.F. 0.09t AC. RESURVEY PREPARED FOR: Summerwood Summmerwood Lane South Win&oir9 Connecticut SHEET 5, I I //,,GRAN. MON.J. CONVERTINp �INDA r�l UNIT NO. ADDRESS 1 5 DAY DRIVE 2 11 DAY DRIVE 3 17 DAY DRIVE 4 25 SUMMERWOOD LANE 5 27 SUMMERWOOD LANE 6 31 SUMMERWOOD LANE 7 35 SUMMERWOOD LANE R 3A SIIMMFRWnnD I ANF 9 43 SUMMERWOOD LANE 10 47 SUMMERWOOD LANE N/F REALTY LIMITED MG REAR PARTNERS" 11 51 SUMMERWOOD LANE 12 50 SUMMERWOOD LANE pR \ 13 42 SUMMERWOOD LANE 14 38 SUMMERWOOD LANE 15 34 SUMMERWOOD LANE 16 30 SUMMERWOOD LANE 17 I 24 SUMMERWOOD LANE � /�gb/��^ •/ ©'S1117 R OR PARCEL / 277,66/2 Sq. Ft. 6.37� Acres / zoo, Mr\crA OF r\.U.VV.) yr °pn 61 \ 9 \ / COT TSFE / N/F S� p R. / 0r%r%[7M []I-All/IAI AAC010II 1 0.. �QJ oRcy FNUVGR fRGIVn11V IVIGI I ILL Cx / EVELYN G. MERRILL N /F �o DON ALD P AD EGI M AS O N /F N 8c SH I �NSONE Y MANZI o n X 11 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. LEGEND EXISTING PROPERTY LINE ------- PROPOSED EASEMENT BOUNDARY 0 IRON PIN TO BE SET EXISTING IRON PIN PROPOSED LIMIT OF CLEARING/IMPACT NOTES: 1. ALL MONUMENTATION FOUND OR SET IS DEPCITED HEREON. 2. HORIZONTAL DATUM - NAD '83 3. AREA OF PARCEL = 277,662 Sq. Ft. 6.37 Ac. 4. LARVICIDE TO BE INSTALLED IN DETENTION BASIN AS REQUIRED TO CONTROL MOSQUITO BREADING. REPORTING OF LARVICIDE APPLICATIONS TO BE MADE TO TOWN ENVIROMENTAL PLANNER OR DIRECTOR OF HEAL'1 H. MAP REFERENCES: 1. PLOT PLAN FOR NUTMEG COMMERCIAL CENTRE, NUTMEG ROAD, & S. SATELLITE ROAD, SOUTH WINDSOR, CT. 1"=40' DATE 5-21-87 REV. TO 10-2-87 FUSS & O'NEILL, INC. SHEETS 4 THROUGH 8 OF 11. o' P99 O� off,• /� � J �ppEK NOHN 8c ESTELLF N66is S6 , APPLICANT: HORSESHOE LANE ASSOCIATES, LLC 18-3 ARTHUR DRIVE SOUTH WINDSOR, CONNECTICUT 06074 TEL. (860) 644-9603 NtVI1�iVIvI-) 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 — "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED 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. 12882 I RICHARD P. MARTEL LTC. No. 2 3/24/03 REVISIONS PER PZC APPROVAL JAS 1 1/16/03 PER TOWN ENGINEER COMMENTS KMI NO. DATE DESCRIPTION By JAMES K M4 R EN N 1719578.8549 E 2084406.4584 R=60.00 L=44.34 T=23.24 A=42'20'22" M3 N 1719535.5832 E 2084404.0492 S#4 4% ALI �Y , -'R=50.00 L=157.08 _, Qn•nnlnn" []-I VV VV VV IS i ' NOI"L F \ \ 3 � 05 Q / / / A3 /,l AREA RESERVED FOR / DETENTION BASIN S66'15'17"E 20.44' \O �i S66'15'17"E S52'31'42"E /N, J 19.41'(EASE) qN 4.93' / 110/y S07'50'57" N07 s 29.% SAV A 33.84 �a �� A N L. EX. CB +/%5�� INV= 59.50 ry rV DRAINAGE EASEMENT IN FAVOR 'C _�� d`1 nF HORSF-gHnF I ANIF ACSnrIATFq /M AREA = 4226f S.F. �� 0.09t AC. N /F H ORSESHOE LANE o G NOOSE SSOCI ATES, L.L. C TF=58.90 \; +� " V� = 05'59-45" INV=55.00 °°s R=200.00 iOle INV=54.90 �` ` L=20.93 V==56.10 " T=10 47 860.291.8755 PROPERTY SURVEY GRAPHIC SCALE PLOT ll ' PLAN MOTE PLAN) 40 0 20 40 � esign >xFM � rofessionals, Inca DESIGN.•KMl DRAlNN. KM/ CHECKED. GBS 1 inch = 40 ft. ! Civil Engineers • Planners • Surveyors • CIS JOB No.: 1468 1040 Nov. 26, 2002 165 south satellite road . south windsor • connecticut 06074 DRAWNG NO.: J029S1146811468-6.dwa N /F CHRISTOPHER J. & LAURA G. LACY N /F EDITH A. WI L�IA MES D. -- 77'AnI na" R=200.00 L=271.11 T=161.00 RESURVEY PREPARED FOR: SUMMER WOOD StUlRm1merwood Lane South Windsor, Connecticut SHEET 6 / I I LEGEND EXISTING PROPERTY LINE - - - - - - PROPOSED EASEMENT BOUNDARY Q IRON PIN TO BE SET r EXISTING IRON PIN - - 70 - - EXISTING CONTOUR ® PROPOSED CONTOUR x70 PROPOSED CONTOUR -QS -- PROPOSED 8" PVC SANITARY SEWER PIPE AND MANHOLE S PROPOSED 4" PVC SANITARY SEWER LATERAL - PROPOSED 8" DUCTILE IRON WATER MAIN W PROPOSED V COPPER WATER SERVICE LATERAL ® PROPOSED DOUBLE TYPE C CATCH BASIN ® PROPOSED TYPE C CATCH BASIN PROPOSED STORM DRAINAGE PIPE (SIZES VARY) QD PROPOSED DRAINAGE MANHOLE [C3 PROPOSED 24" FLARED END INLET STRUCTURE PROPOSED LIMIT OF CLEARING/IMPACT 0 C.O. PROPOSED CLEANOUT STORM DRAINAGE STRUCTURE TABLE STRUCTURE TOP OF FRAME INVERT CB1 70.32 67.05 (15" out) CB2 70.32 66.90 (15" in 8 out) C133 70.55 67.30 (15" out) CB4 70.55 67.10 (15" in CB3) 64.78 (15" in CB2) 64.53 (18" in CB5) 64.03 (24" out 131) CB5 71.78 64.97 (18" in C66&out) CB6 70.10 66.75 (15" in CB7, CBS) 66.50 (18" out C85) CB7 70.10 66.85 (15" out) D1 71.75 63.33 (24" in 8 out) 64.85 (6" in FD) FE N/A 63.35 (24" out) D2 71.85 64.38 (8" in FD) 63.94 (8" In FO) 63.73 (8" in FD) 63.15 (15" out) D4 71.00 63.40 (8" in FD) 62.81 (15" in & out) 05 67.90 61.31 (15" in 8 out) 61.90 (6' in FD) OLT1 68.55 63.00 4" in) 67.50 �12" in) 61.85 (15" out) D3 69.00 59.85 (15" in & out) 63.00 (6" in) C88 71.87 68.60 (15" out) STORM DRAINAGE LINE SEGMENT PIPE SIZE PIPE TABLE LENGTH SLOPE CB1-CB2 15" 30' 0.5°/0 CB2-CB4 15" 205' 1.0% CB3-CB4 15" 39, 0.50,6 CB7-CB6 15" 20' 0.50/0 CB6-CB5 18" 305, 0.50/0 CB5-CB4 18, 88, 0.5% CB4-D1 24" 149 0.50/0 131-FE 24" 76 0.5% 132-D4 15" 72' 0.50/0 D4-D5 15" 300, 0.5% 135-133 15" 284' 0.50h OLT1-133 15" 17' 11.70/6 D3-EX.CB 15" 61' 0.57% CB8-CB6 15" 126 1.48°� SANITARY SEWER STRUCTURE TABLE STRUCTURE TOP OF FRAME INVERT SMH#1 71.07t 59.56 SMH42 71.27 60.83 SMH#3 72.38 61.65 SMH#4 71.83 63.15 SANITARY SEWER PIPE TABLE LINE SEGMENT PIPE SIZE LENGTH SLOPE SMH#4SMH#3 8" 300' 0.5% SMH#3SMH#2 8" 164' 0.5"/0 SMH#2-SMH#1 8" 254' 0.5% SMH#1-ESMH 8" 121' 2.16% NOTE: ADS STORM PIPE MAY BE SUBSTITUTED FOR RCP STORM PIPE. NOTE: ENTIRE SITE IS PRESENTLY WOODED. \ \ �Z GRAN. MON. \✓T' \ \ Mb sib 72 \ / � \ TF=72.19 PROPOSED LIMITS \ \ \ \ TFM7 #1 S/� </ 72 ♦ OF CLEARING/IMPACT O 00 \ \ S�INV.=59.56 �lFip 0 MO .55 CL 98 O ��j /" �x %` �S. / � v \ \ CBI CB Q `_ , T.O.W-74.50 1 • ®qN/T� r`1J A 50 F.F..5 A BSMT= 7- 66.83� 7 \ ` / ti '2 7sgsFivF S ESMH OR 79 �N k TF=69.95� /,! S85t ^h \ \' INV.=56.95t T.F.wb 74.75 72.5 Q Bs+�r= 66.06 �\ `o /L=157.08. " Y lip/iVps R `�` � \ /o�� p-180 00 00 75 X x 0.5o 7z z5 © TAW- 73.50 71.5 F,F.- .50 65 \ ✓ � BSMT- ss.83 �;� W � O 2�28 T.o.w- 7a.Oo BSFA= 75 MT- 66.83 \ RL 67 1,26 YY« ® V • 9�, ° '� \ , . 11 o' a \ a��a sc I !� .59 \ \ / / ty s x ryT.`On.;.- '7a3:.sesTs5iPARCEL,A (C.O. .o. 0 TpQRo 72.75 rlspp 277,66 Sq. t. �` q�► ' ^ '"2.32 / 6.37 Acres R 15 TAW- 73.75 /1984 R=60.00 /` \ \ / r �!� -73- _ a I N EU D E S AREA F R . 0. x7,.87 \ \, -°� \ BSMT- ss:oe sF L= 44.34 2 73. >32g T=23.24 \ / ,�� S• A=42 20 27 \ \ � jly� O T.F.= ��gg °, \ ,3 � 7 /N �O R=60.00 rJ \ Op 8s 010 INv.= .t3�F �0 2 \� > 876 pSOR o CR L=44.34 \ >z O '`� so noy s `So 3 x o.s5 0 6Ss> SF CRC T.F.-71.27 B 2 T=23.24 \ �pNRa 19 TAW= 7a.00 � � 1. 6 70.34 T.O.W- 74.50 1 � , " \ � � o t� ,� � X ��es 333 6 0' y> � � CO BSrF'dT= 86.83 _55 INV.-6 . 0 =42'20 22 RIGHT TO DR ` 7 \ F.F.- 75.00 ysf,> OM�C'�4 1 v T BSMT- 66.33 g` D2 \ TT �Q RO(yN ` \ �� , _ CB7 j% Qy 73g0 gGF T14g•9S �� TO BE GRANTED TO THE Cg Q SF 24.41 TOWN OF SOUTH WINDSOR 4752'1s/'- NT C TAW- 73.50 ♦ � � � >�: L- 0.09 S F.F.- 74.50 ® �� .a slf ,�, w PROPOSED LIMITS 9SMT-65.a3 ^'? c49'44'? M3 \ \� CLEARING/IMPACT k CO >� 7,3 7T'gc 2w $5. R43' j 0 -� S g0'S F ® nk, M' `�, PROPOSED ILI AS 2 \ \ T.O.w- 73.0o k p gRR/ `' IN FAVOR F M - F.F.- 74.00 R k gCF BSMT- \ 65.33 Fiy >6 y /y 77i (SEE DET TOM- 72.75 � �/ CaR,,�'�R Q 10 Rx F.F.- 65.08 .75 71.75 BSMT. 6508 k >Zoo C © p p CB5 \ `� 4S ✓i 73goTgCF y INV.=61.6 \ 2 "' en' 0O 10 g� Rgs TAW- 73.00 U, i/ 7W '�� ®7 pR BSMT- 65.33 ^� .S (y/ O nv �4T�4R O.F- 75.00 74- Q'. �9 g/'DOCK k 7876NpSOR �. � BSMT- 66.33 NO gT 2 7 /T,y s/ Rey SF , �3R,g8 pp T-6Q.358 pF \ TAW- 73.75 FRN (T/ " S-8 41> 264 72.0 BSMT- 6666.0469 k� '-'koo �_94 - •05 /// �� / ) �- �� \ \\�\ \ �7 .75 \ _ T.O.W- 74.25 F�VT h O / a�ry RRtAGE / BSMT- 66.58 k S. WINDSOR ` 3 OR K% ' . �^ • - 1$16 SF 7350 'V() s9 // X72.75 ,'F.F.- 75 .25 --/,7l / BSMT- spa /NF, CC6R C F- 6633 FFs s o op 7 ,ti CO /sER ouaurr gp/PLANTING TUs9 AY o P� ITq START (XJ ER \ \ \ 1 \ / / '�, CURB HEIGHT 8 l ° \ e•u Ar. 26 44'\\ of cH) 100.0 100.5 X \ RB TAPER` \ ❑ S6615�7 \ ' t 4.93' ign�W �ReHoGHT 0" \ > O 19.41'(EASE z \ NO 7 V, .84 �q' 6217=61B.35 3-0, INV= 59.50 WTI ) ALL • 1 �� \ ,�' EXIST. STORM PIPES 18� ` \ / GJ (NITHIN EASEMENT) % // TO BE INSPECTED 1 ' Q CLEANED/REPAI /REPLACED /CV 0 AS NECESSAR . N 0) . DRAI GE EASEMENT IN FAVOR NOTES: // OS/p�/l 1. ALL MONUMENTATION FOUND OR SET IS DEPUTED HEREON. ^� --OF HORSESHOE LANE ASSOCIATES Nj AREAAREA = 4226f S.F. F 2. HORIZONTAL DATUM - NAD 83 �/O Gj 0.09f AC. 3. AREA OF PARCEL = 277,662 Sq. Ft. 6.37 Ac. / .�/ Q 4. ROOF LEADERS FOR UNITS 1-9 DISCHARGE TO BASIN OVERLAND VIA SPLASH PADS. TYPICAL CURB TAPER H ROOF LEADERS FOR UNITS 10-17 DISCHARGE TO BASIN VIA 6" PVC STORM N.T.S. 'ZryQo Z' USE PIPE/STORM SEWER SYSTEM. gyp• ' 1�1 � O 5. NO CLEARING WITHIN 35' BUFFER WITHOUT PRIOR APPROVAL APPLICANT: N11 OF TOWN STAFF. CLEARING WITHIN BUFFER TO BE DONE ONLY HORSESHOE LANE ASSOCIATES, LLC " `w WITH REPLACEMENT OF ADEQUATE PLANTINGS AS APPROVED BY 6. CONNSTRUCTION FENCE TO BE LOCATED AT 35 FOOT BUFFER LINE 18-3 A R T H U R DRIVE / W • w" N w+� > THROUGHOUT THE DURATION OF THE PROJECT. EX. CB �; p=77 40 04 SOUTH WINDSOR, CONNECTICUT 06074 TF=58.90 w, �� +=05.59'45 R=200.00 INV=55.00 �'�` " ` R=200.00 L=271.11 TEL. (860) 644-9603 INV=54.90 �\ L=20.93 �o� Q T=161.00 MAP REFERENCES: V=56.10 T=10 4w 1. PLOT PLAN FOR NUTMEG COMMERCIAL CENTRE, NUTMEG ROAD, & S. SATELLITE ROAD, "'-•. \ �� w SOUTH WINDSOR, CT. 1"=40' DATE 5-21-87 REV. TO 10-2-87 FUSS & O'NEILL, INC. SHEETS 4 THROUGH 8 OF 11. W x o{ 11 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE rn INFORMATION. ALL EXISTING UTILITIES SHOULD 4 4/21/03 CHANGE ORDER #1 BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 3/24/03 PER PZC APPROVAL BY A LICENSED LAND SURVEYOR PRIOR TO 2 1/28/03 RELOC. SLOGS/REV. GRADING CONSTRUCTION. 1 1/16/03 PER TOWN ENGINEER COMMENTS 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION 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 - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS JAS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-3. JAS TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. KMI KMI 12882 BY RICHARD P. MARTEL UC. No. 860.291.8755 PROPERTY SURVEY GRAPHIC SCALE T P UN A P Ma (ILL„ ,o 0 20 `° so esign ■ (SITE PLAN) ( IN ter) dprofessionals, inc,IDESIGN: KM/ I DRAWN.• KM/ CHECKED.- GBS 1 inch = 40 ft. ! Civil Engineers • Planners • Surveyors • CIS JOB No.: 1468 1 DATE.• Nov. 26, 2002 165 south satellite road • south windsor • connecticut 06074 DRAWING NO.: JOBS1146811468-7.dwo A) A$� RESURVEY PREPARED FOR: SUMMER WOOD StlnffiA1merwood Lane South Wi>tn&oir, Connecticut SHEET 7 1/ �L 2 0 / M Q� •c v,ea• FsF 84OPTIONAL SUNROOM FPcof, . (TYP•) 1984 SCR. �3, sPORC IA5 EO N o�a�OB IyS o C SF O110 155gS E�gae6 O�imIA gS S.WINDSOR es"' ioF9 Y'9 �1.`O 0°e t�F g0e� Q MCA cAE 1816 SF E' t° COTTAGE s"k WRAC CARRIAGE es� e E> s i� Q OR KENT 1390 SF S.WiNDSOR COTTAGE nro CAR 1816 SF 35' �gd � GARAGE 1390 SF cA, 6 N O 72.50 THO CAR GARAGE YARD r� c1� `, a-' Q WAGE 72.75 16 Q ELEV.. V O GQ�J e�FFE�& 7 \ o /Y71 x it y 111111017. 00- 7a" UM3 WOODo N 1 co 70 Cl �o s 03 4FF o8 S N IesMt N O to ! OZ ` T" CAR �R GE ® O ® s W ® GARAGE �00 COTTAGE 9,R D ELEV. 7E CARRIAGE �8 V" \e� ' ,ry GAR eARACE CARRIAGE 71.75 I JJV Q. FOR 6 s �5 ' roto GARA ® ® 7 � OR KENT �� CARRIAGE ,xa sin �eSN�'05o t F •,y 0533 g5 j 0•0 �g h� �Np�OR nsoELM OR KENTCOTTAGE 1984 7,97 c R 1390 St 16 ' �sk� SCR. IS.F. 6y83 egtt' PORCH F t�F ;e6 0s� SCR. I 7 84 'asV PORCH OPTIONAL 3 0� D5 I SUNROOM (TYP.)-- STORM DRAINAGE STRUCTURE TABLE STRUCTURE TOP OF FRAME INVERT CBI 70.32 67.05 (15" out) C132 70.32 66.90 (15" in & out) CB3 70.55 67.30 (15" out) C134 70.55 67.10 (15" in CB3) 64.78 (15" in CB2) 64.53 (18" In CBS) 64.03 (24" out D1) C135 71.78 64.97 (18" in CB6 & out) CB6 70.10 66.75 (15" in CB7) 66.50 (18" out CBS) C137 70.10 66.85 (15" out) D1 71.75 63.33 (24" In & out) 64.85 (6" FD) FE NIA 63.35 (24" out) D2 71.85 64.38 (8" in FD) 63.94 (8" in FD) 63.73 8" in FD) 63.15 15" out) D4 71.00 63.40 (8" in FD) 62.81 (15" in & out) D5 67.90 61.31 (15" in & out) 61.90 (6" in FD) OLT1 68.55 63.00 4" in) r12" 67.50 in) 61.85 (15" out) D3 69.00 59.85 (IS" in & out) 63.00 (6" in) CB8 71.87 68.60 (15" out) STORM DRAINAGE PIPE TABLE LINE SEGMENT PIPE SIZE LENGTH SLOPE CBI-CB2 15" 30' 0.50.E CB2-CB4 15" 206 1.0% CB3-CB4 15" 39' 0.5% CB7-CB6 15' 20' 0.5% CB6-CB5 18" 305' 0.5% CB5-CB4 18. 88, 0.5% CB4-D1 24' 140' 0.5% DI-FE 24" 75' 0.5% D2-D4 15" 72' 0.5% D4-D5 15' 300' 0.5% DS-133 15" 284' 0.5% OLT1433 15' 17' 11.7% D3-EX.CB 15' 61' 0.57% C68-C86 15" 125' 1.48% M Q LL - ..�......�� - .ram �.�.�+�.• SANITARY SE19ER STRUCTURE TABLE STRUCTURE TOP OF FRAME INVERT SMH#1 71.071 59.56 SMH#2 71.27 60.83 SMH#3 72.38 61.65 SMH#4 71.83 63.15 SANITARY SEWER PIPE TABLE LINE SEGMENT PIPE SIZE LENGTH SLOPE SMH#4-SMH#3 8" 300' 0.50/0 SMH#3-SMH#2 8" 164' 0.5% SMH#2-SMH#1 8" 254' 0.5% SMH#1-ESMH 8" 121' 2.16% UNIT 11 UNIT 12 ELEV. ELEV. 75.501 UNIT 10 75 11 ELEV. 75.0 NOTE: ADS STORM PIPE MAY BE SUBSTITUTED FOR RCP STORM PIPE. NOTES: 1. ALL MONUMENTATION FOUND OR SET IS DEPUTED HEREON. 2. HORIZONTAL DATUM - NAD '83 3. AREA OF PARCEL = 277,662 Sq. Ft. 6.37 Ac. MAP REFERENCES: 1. PLOT PLAN FOR NUTMEG COMMERCIAL CENTRE, NUTMEG ROAD, & S. SATELLITE ROAD, SOUTH WINDSOR, CT. 1"=40' DATE 5-21-87 REV. TO 10-2-87 FUSS & O'NEILL, INC. SHEETS 4 THROUGH 8 OF 11. APPLICANT: HORSESHOE LANE ASSOCIATES, LLC 18-3 ARTHUR DRIVE SOUTH WINDSOR, CONNECTICUT 06074 TEL. (860) 644-9603 p Ii x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS 11 Z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE m INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 2 4/21/03 CHANGE ORDER #1 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 1/16/03 PER TOWN ENGINEER COMMENTS IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION 84 76 1 72 68 CB 8 TYPE CL STA 7+43.47 21.94' R T.F.=71.87 INV.=68.60 (15" out) 64 MHA/JAS MHA BY 56 52 DATUM ELEV 48.00 7+00 6+00 5+00 sit nL 0 �a I 'sue �s 1 D �j / �m { o2 1 T x �nO'o i I \ 'O y � I00 8. COTTAGE . �F 1390 SF m� 1117 Nrn �vF's m,�o N i SCR. I PORCH 3 1 _4 ✓ y� 4+00 3+00 2+00 DAY DRIVEIV . 1+00 d T �y \\ d 100 ol 0+00 88 cam C7 �r + o N o + . - In ~ N N Z t% O r f- + = CD j w (n H •- 0 IIL N xw Z5 a II �w =w 0 'o 3 w UNIT 17 JO w ELEV. ELEV. 74.75 UNIT 14 ELEV. w UNIT 15 ELEV. ELEV . 74.75 UNIT 4 UNIT 3 ELEV. UNIT 2 UNIT 1 WNIT 74.50 UNIT 8 w 74.50 U IT 6 UELEV. 75EV. 75E25 ELEV. 75.00 EXISTING LEV9 UNIT 7 74 75 ELEV. 4.00 LEV. PROPO ED GRADE ELEV. 74.00 73.75 4.00 GRADE EXISTING EXISTING GRADE GRADE CB 3 PROPOSED O PROP SED T PE C GRADE 15" R P DE 55 L-1 INV.=67.30 (15" out) 0 DOCII 7 UBLE U TYPE CL DOUBLE T.F.= (15" out) T.F.=70.10 a " 18" RCP L=305' S=0.57 5" RCP L-205' S=1.0% 8., DUCTILE IRON WA6 .$5 R MAIN IN .=66.50 (18" out) 18" RCP - DUCTILE IRON WATER MAIN CB 1 T.F.=70.32 8 SEWER L=300 ' DUCTILE IRON WA R MAIN CB 5 CB 4 8" PVC SANITARY S 0.5� " 8 PVC SANITAR T.F.-=771.78 TYPE ;INV.=67.10 DOUBLE INV.=6 .05 (15" out ) WER _=164' S= 0S% T.F.=7 .55 V.=64.97CB (15 In CB3) 18" in CB6&ou7t - 5IN Cl 8 PVC SANITARY SE 2 TYPE C M IN CB-5 R L=254 S=O. % T.F.=70.32 _ Z z INV.=6 .03 24 _ » ---------- o? SMH#3 oa STA 4+22.26 1= � "' 5 5 t° SMH#2 STA 2+41.04 ti SMH#4 �, ''_ Y'a2 T.F.=72.38 Z z_ 7.59 L TO SMH#1 STA 7+22 26 �' Ey �, INV.=61.65 T.F.=71.27 T.F.=71.83 INV.=61.98 INV.=60.83 INV.=63.1 (SAN. LAT. INV.=61.16 (LATS. INV.=63.4 SAN. UNIT 17 FROM UNITS 1&2) LATS. FOR UNITS 10,11&12) u7 O tn� O 't•0 O u70 O� E00 O �O .= .-0 N0 o`'� �� 0Q �r� �`t O 00 OcD O? 00 00 N r.� n� �r, nh �^ n^ n� t`� �� hn �� ^� 7+49.5 7+00 6+UU D+UU I3�+h7 GRAPHIC SCALE 40 0 20 40 80 (IN�> 1 inch = 40 ft. 3+00 2+00 1 +00 860.291.8755 PROPERTY SURVEY ■ - -PLAN � P010FL � es�gn , /�a r{ofess■ona■s, inc. DESIGN.• KM/ DRAWN.• KMl CHECKED. GBS ■ Civil Engineers • Planners • Surveyors • CIS JOB Ata: 1468 DATE.• Nov. 26, 2002 165 south satellite road • south windsor • connecticut 06074 DRAWING NO.: JOBS \ 1468 \ 1468-8. dWG 84 76 72 m 64 zol 56 52 DATUM ELEV to O u7 roo !SIG RESURVEY PREPARED FOR: SUMMER WOOD Summemw®odl Lane South wi>ms� or' Co m ec ticuut SHEET 8, / 72 PROPOSED OF CLEARIt PDMH-B TF: 71.75 IN V 12" • 64.65 ✓ � rs /Z T.O.W-� 74.50 O F.F.. 66.50 83 \ BSMT- 66.83 R O \ \ /- SF op TAW-W3.75 69AfT.66.05 / RL 81/ S AS � \ ✓/� G �� v �G� �7`� � \ � v L y COI TAW- 75:50 \ y F.F.- 75.50 \ / BSMT- 66.83 / PARCE ^4 PROP. C.O. S C.O. z F / G//,IOC) Jq. FL -"F(TYP.) 0.37 Acres R IN UDES AREA F R.O. x7,.87 -3 y 1� j Shy T.F. $$3 �16, U ` p �9 TAW- 74.00 F.F- 75.00�� 0N�01R ■ T x' BSMT- 66.33 / / �--•`� R kFNTF BSMT- 65.83 ^ p � >�.F CLEARING/IMPACT k C SF k lollT•O.F.F - 74.0000 4 BSMT- 65.33 4 72.0 \ swq cRq �C� ES q/NApF 2 / S/pF �----�`� 59 \ `V \ l \ \ LEGEND \ \ \ EXISTING PROPERTY LINE \ \ � - - - - - - PROPOSED EASEMENT BOUNDARY PSMH#1 O IRON PIN TO BE SET TF=71.07t PROPO ANTI -TRACK PAD S-INV. 59.56 - • EXISTING IRON PIN � 6 �2 S ONE OVER FILTER- 70 - - EXISTING CONTOUR PROPOSED CONTOUR FABRIC 1 .55 \\ � j? x® PROPOSED CONTOUR\� O�T -@-- PROPOSED 8' PVC SANITARY SEWER PIPE AND MANHOLE e PROPOSED 4' PVC SANITARY SEWER i• ATERAL - PROPOSED 8" DUCTILE IRON WATER MAIN W PROPOSED 1" COPPER WATER SERVICE LATERAL PROPOSED DOUBLE TYPE C CATCH BASIN M-1 PROPOSED DOUBLE TYPE C-L CATCH BASIN ® PROPOSED TYPE 0 CATCH BASIN FE-13 PROPOSED TYPE C-L CATCH BASIN \` � l PROPOSED STORM DRAINAGE PIPE (SIZES VARY) PDMH-B .� \�� Ij 3� TF: 71.75 / W// / I QD PROPOSED DRAINAGE MANHOLE INV(12 ):63.55 / r ' A� \ PROPOSED 24' FLARED END INLET STRUCTURE PROPOSED LIMIT OF CLEARING/IMPACT q ---- OP - -4 SILT FENCE T.O.W. 73.751i3`, v Rf�W BSM- 60 T8 26. � R > lg//G73.5 CS p v 2 Sc `O a T6 SF R T.F. SMH12 V 71.27 SIM:74.So INV.-6. > Q O CpT BSMT= s7s:e503 ` ✓ _ __'_ � \ f \ w _ ti �2 PROP SIGN P / (S DETAIL) CpT F.-7 /390 S F INu=st.s s j ,I? '` W �o F D >3 > �•� / r - /> 1 �� i F- 73.00 6533k 6/ O.W 75�0074-_ Oq- 00%8//N0�,' ��. J 1•-r- `` -✓ / / / ' / - --✓ > Po, BSMT- 66.33 TAW- 73.75 S X F.F. 74.75 ' BSMT- 66.08 12.0 Of . ® 7 �-3.25 75 T.o.W- 74.25 FNT F.F.= 75.25 hTWO CAR BSMT.ss.s6ki S-WINOSOR 0?, 1816 SF 7&50 T. . - 74.2-5 1 O CSX 8 F Q X72.75 BSMT= 658 / 750 NENF. s3ssptyTy/ - ss43sT TOCSQPI LILE1-0 o / k / \\ \ \ ~NE IN SIDE LOPES PEROSION TROL BLANKET N OF/DETENTION/WA QUALITY BASIN.. \\ \ 70 / / ^`V CT GUIDE NES FOR SOIL ER SI k SEDIMENT CONTROL, 25-4-10) i✓ \ \ \ v � Np �N Ce 9<pN TP-2 a P j ET \ j ^♦- 1 CRq'0 W�q/CE q �� Tyldi 2' 1• o p / ti� / / 70 TEST PIT DATA. 1 \\ Q�Z/0� / r TP-1 cu of +i Depth From To Soils Description / 0 - 6" topsoil 6"-30" Sandy silt �1 � \ � / <� �Q 30" -10' Medium sand with little fines (damp at 4') \ \ �6 : , \ v / Water -N/A '� Y J Mottling / 30" p� / �` /� Ledge- N/A \ TP-2 Depth / From To Soils Description 0-8" topsoil 8-28" Silty loam 28"-10' Medium sand; little or no fines (damp at 6') Water -N/A Mottling- 40" Ledge- IV/A TP-3 Depth From To Soils Description ^v-12" tvpsvii 12"-14" silty loam -gray 14"-20" silty loam -brown 20"-10' Medium sand water -N/A E&S CONTACT PERSON: MIKE COVENSKY COVEN CONSTRUCTION, INC. TEL. (860) 202-•2857 NOTES: ` \\ 1. ALL MONUMENTATION FOUND OR SET IS DEPCITED HEREON. / o�oi�ti � UN' *4ii F 2. HORIZONTAL DATUM - NAD 83 / ` " ` / APPLICANT: 3. AREA VF r-MRCEL = 277 662 Sq. Ft. , uf%lESIUIVE LANE ASSVCIAIE��i, LLC 6.37 Ac. 11 �� • F r ' i 18-3 ARTHUR DRIVE f ti .eGa SOUTH WINDSOR, CONNECTICUT 06074 * f , o'. MAP REFERENCES: = o �o TEL. (860) 644-9603 1. PLOT PLAN FOR NUTMEG COMMERCIAL CENTRE, NUTMEG ROAD, & S. SATELLITE ROAD, .\ \ SOUTH WINDSOR, CT. 1 "=40' DATE 5-21-87 REV. TO 10-2-87 FUSS & O'NEILL, INC. `"--•■-••.i ( et Mottling- 20" SHEETS 4 THROUGH 8 OF 11. ��►�� 'o� Ledge -N/A Note: to be planted 3-foot on center spacing 1AN V p jl x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS 860.291 • 8755 z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE LU©C:�u�tlV `V�L�L'�JWA'ALSUV�� U UtY/lJV RESURVEY PREPARED FOR: SHEET INFORMATION. ALL EXISTING UTILITIES SHOULD 40 GRAPHIC 0 SCALE ■ sign p S'U11�fME14 WOOD `•' BE FIELD VERIFIED PRIOR TO CONSTRUCTION. THIS PLAN IS FOR SEDIMENTATION AND � so 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD EROSION CONTROL ONLY'- AND IS NOT TO � � � ��' p� BY A LICENSED LAND SURVEYOR PRIOR TO rofessionals ine CONSTRUCTION. 2 7-22-03 ADD CONTACT NAME KMI ( IN FEET) ■ i ' DES/GN.• KMl DRAW. KM/ CHECKED.• GBS ��no�®®� �� 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 1/16/03 PER TOWN ENGINEER COMMENTS MHA BE USED FOR UTILITIES CONSTRUCTION. I inch = 40 it, IMPRESSION SEAL AND ORIGINAL SIGNATURE 0. Civil Engineers • Planners • Surveyors • CIS ✓oB No.: 1468 DA7Z-. Nov. 26, 2002 OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY 165 south satellite road • south windsor • Connecticut 06074 DRAI-s/ING No.: JOBS 1468 1468- 9. dWq South Win&or9 ICoIIP.Il>er- icutt a�� Water Quality Basin Plantings Zone Scientific Name Common Name Shallow Marsh (0-6") Alisma plantago-aquatica Water plaintain (Qty=17 each; 170 total) Acorus calamus Sweetflag Carex stricta Tussock sedge Eleocharis palustris Spike rush Eupatorium perfoliatum Boneset Iris versicolor Blue flag iris Juncus canadensis Canada rush Poa palustris Fowl bluegrass Scirpus atrovirens Dark green bulrush Scirpus cyperinus woolgrass Deep Marsh (6-24") Peltandra virginica Arrow arum (Qty=28 each; 84 total) Pontederia cordata Pickerelweed Saggitaria latifolia Arrowhead SEEDING SCHEDULE Maintenance and Operation: The following maintenance operations will be required to ALL DISTURBED AREAS NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH A 4" MINIMUM OF ensure the proper and efficient operation of the Storm Water System, and Basins. TOPSOIL, SEED AS INDICATED BELOW, CONDITION SOIL WITH FERTILIZER APPLIED AT THE The following maintenance schedule is intended to be a minimum guide, and RATE 10 EQUIVA EQUIVALENT.INADDITION, 00 POUNDS OFNDS PER ACRE OR 7.5 S PER 1,000 SQUARE OROR EQUIVALENT OF SLOW PER ACRE _ additional inspections and maintenance measures may be required following large storm LSE NITROGEN MAY GROUNDRESSING. APPLY LIMESTONE L EMAGNESIUMD FOR DOXIDE) TPER events that could cause the deposition of excess debris in the system. TO50 PERCENT CALCIUMBPLUS AT THE RATE OF TONS ACRE OR 135 POUNDS PER 1000 SQ. FT. PERMANENT VEGETATION COVER Pipe Outlet Location: The pipe outlets and associated riprap shall be inspected annually and cleaned of silt and/or debris. The riprap shall be reshaped and SEEDING DATES: APRIL 1 TO JUNE 1 AND AUGUST 15 TO SEPTEMBER 1 USE THE FOLLOWING MIXTURE: replenished as required. KENTUCKY BLUEGRASS 45% CREEPING RED FESCUE 45% Catch Basins: The catch Basins within each lot shall be inspected annually. The PERENNIAL RYEGRASS 10% APPLY 1 POUND PER 1,000 SO. FT. OR 45 POUNDS PER ACRE. ellmne ohnll Ke rlInnn'Mrl iaknn +kn rlen+l� .,4 .,,r,l,,,i.,l ..,t4L,1., 4L,.. r.,,....,., ,�,..--- 1� aul,INv Tun vc �I��II�u nllan uIc uvPul VI Illutcllul rrlunll Lila ouIIINo IcuV11Go I WOOD CHIPS SHOULD BE APPLIED AT A RATE OF 500-900 POUNDS PER 1,000 SQ. FT. OR 10-20 TONS PER ACRE. Water Quality / Detention Basins: The Water Quality / Detention Basin shall be TEMPORARY VEGETATIVE COVER inspected twice yearly. All large woody growth that may affect the flow of water SEEDING DATES: MAR 1 T 1 D S CH 0 JUNE 5 AND AUGUST 1 TO OCTOBER 1 r o the stabilityof thespillway shall be removed. An trash or debris that accumulates ANNUAL RYEGRASS 100% APPLY ONE POUND PER 1,000 SQ. FT. OR 40 POUNDS PER ACRE WITH ANCHORED HAY MULCH within the bain shall be removed. Sediment shall be removed from the basins' AT 2 TONS PER ACRE. sediment forebay when it accumulates to 1/2 the design volume of the forebay. Larvicide to be installed in basin in accordance with manufacturers recommendations to control mosquito breeding, Report of larvicide application to be made to Town Enviromental Planner or Director of Health. Basin Spillway: The stone spillway shall be inspected twice yearly. All large woody Construction Sequence growth that may affect the flow of water or the stability of the spillway shall be Summerwood Lane Summerwood Lane, South Windsor removed. The spillway shall also be inspected after any flow posses through it. The riprap shall be re -arranged and added to as required to maintain the design as per 1 C d' t II the design plans. oar Ina e a work with Town of South Windsor staff. 2. install tree pIVLa ivn for tree) tv be SOV2'i,. 3. Install erosion control measures. Contact Town for inspection. 4. Remove and store existing trees to be saved from areas to be disturbed. 5. Locate all existing utilities and take necessary measures to insure adequate protection of existing utilities during construction. 6. Clear and grub detention basin area strip top soil. Excavate basin area to approximate size and depth. Basin to be used as sedimentation basin during construction. Temporary seed with rye grass. 7. Install temporary outlet within basin. 8. Clear and grub roadways. 9. Strip topsoil from roadway areas. Pile topsoil dDwnslope of roadways and use as berms to control runoff. Grade to drain to temporary sediment basins, 10. Cut and fill to bring roadways to final sub -grade elevation. 11. Install utilities and drainage system. 12. Install base and compact. 13. Loam and seed disturbed areas to grow as soon as practical during the construction process. 14. Begin construction of individual buildings. Work to proceed as follows: a) Strip topsoil stockpile in berm(s) downslope of disturbed area; use topsoil berm(s) to control runoff from building and parking areas. b) Grade areas, install fill as required, install foundation, and grade to driveway sub -grade. cInstall utilities. Cl) Loam and seed sideslopes and disturbed areas as soon as practical during the construction process. e) Construct building. f) Install pavement for driveways, concrete walks, etc. 15. 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. 16. 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 growth is established in all areas. All earthen areas will be grassed except as shown on the landscaping plan. 17. Reestablish all non -vegetated areas in accordance with Permanent Erosion Control requirements. 18. The first course of pavement to be installed as early as possible during the construction process. 19. Maintain all existing erosion controls throughout the construction process, and add additional measures as conditions warrant. 20. Install landscape plants. 21. Final dearing of erosion and sedimentation controls and storm drain structures. 22. Remove tree protection and temporary erosion. GENERAL NOTES: CONSTRUCTION NOTES 1. ALL EROSION CONTROL MEASURES WILL BE CONSTRUCTED IN ACCORDANCE WITH THE "GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL" BY THE CONNECTICUT COUNCIL FOR SOIL AND WATER CONSERVATION. 2. ALL EROSION CONTROL MEASURES ARE TO BE MAINTAINED OR REPLACED DURING CONSTRUCTION AS NECESSARY. 3. 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. 4. EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE INSTALLED PRIOR TO CONSTRUCTION, WHEREVER POSSIBLE. 5. AREAS TO BE LEFT BARE FOR MORE THAN 15 DAYS SHALL BE TREATED WITH AIR DRIED WOOD CHIP MULCH OR SEEDED WITH PERENNIAL RYE-GRASS UNTIL FINAL GRADING AND STABILIZATION IS TO TAKE PLACE. 6. ADDITIONAL EROSION CONTROL MEASURES SHALL BE INSTALLED DURING CONSTRUCTION IF DEEMED NECESSARY OR ORDERED BY THE PROJECT ENGINEER OR THE PROPER LOCAL TOWN AGENT. 7. FROZEN MATERIAL SHALL NOT TO BE USED FOR FILL NOR SHALL FILL BE PLACED OR COMPACTED ON FROZEN GROUND 8. CONTRACTOR TO PERIODICALLY CLEAN CATCH BASIN SUMPS AS REQUIRED DURING CONSTRUCTION. 9. CONTRACTOR SHALL INSTALL SOD WHERE REQUIRED TO STABILIZE BASE OF SWALES ON SITE. 1. ALL CONSTRUCTION TO CONFORM TO TOWN OF SOUTH WINDSOR AND/OR UTILITY COMPANY(S) STANDARDS AND SPECIFICATIONS. 2. ALL PROPOSED CATCH BASINS ARE TO HAVE 4 FT. SUMPS. 3. THE CONTRACTOR SHALL APPLY TEMPORARY DUST CONTROL MEASURES AS NEEDED TO ACCOMPLISH CONTROL, AND MECHANICAL SWEEPERS SHALL BE USED ON THE ROADWAYS WHERE NECESSARY TO PREVENT DUST BUILD UP. 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 9. MAXIMUM SLOPE OF FILL TO BE 3:1 EXCEPT WHERE NOTED ON THE PLANS. 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 FILL 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; NONPUTRESIBLE SOLID WASTES, COMBUSTIBLE OR NON-COMBUSTIBLE; AND BULKY RUBBISH OR REFUSE, INCLUDING PUTRESIBLE 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. ESTIMATED START DATE FOR CONSTRUCTION - FALL 2002 ESTIMATED COMPLETION DATE FOR THE PROJECT - FALL 2003 (SITE WORK) RESPONSIBLE PERSONS) FOR IMPLEMENTA 77ON OF SEDIMENTA7ON AND EROSION CONTROL: S17F CONTRACTOR Z u x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS 11 Z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE m INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION PERVIOUS BACKFILL ABOVE THIS ELEVATION. MAX. DEPTH 3'-0" BELOW THE TOP OF THE STRUCTURE f 7'-10 1/2' { PLAN VIEW SEE CAST IRON M4IHOLE ADJUST TO GRADE WiTri COURSES OF CONC. BRICK OR CONIC. GRADING RINGS FRAME & COVER DETAIL (SEE NOTE 1) o VARIES 6' TO 12' 4 MANHOLE STEP `.T " TYP. (SEE STANDARD DETAIL) , f SEE JOINT DETAIL (BEILOW) OR 4' RISER 4' 1 ' BIT SECTION AS REQUIRED UMAsnc t, ' ate; FOR DETAILS, SEE - DAMP PROOFING ELASTOMERIC COUPLING 4' -0MIN. 4'•-0" MIN. ' �, AND FLFXIRI F 1( __ I ' _ 1 rD JOINT I U JUIN I MANHOLE SLEEVE • TYPICAL PIPE OR LATERAL-6 3/4 PIPE D 7FI�OW CLASS "A' CONCRETE OR BRICK MASONRY SELF-CLEANING INVERT 4" 6" . A,1NVER`Y L. CLASS 'A' CONCRETE 6" MIN. BROKEN TRAPROCK ELEVATION 2 DEGREES MAX. COLD APPLIED NOTES: BITUMINOUS 1. TOP STEP TO BE A MAXIMUM OF 12" ROUND RUBBER SEALER BELOW TOP OF MANHOLE FRAME & GASKET JOINT COVER ELEVATION. 2. IF TOTAL DEPTH IS TEN FEET OR GREATER, SPIGOT & BELL REINF.j CERTIFICATION OF HS-20 LOAD BEARING ALTERNATE JOINT CAPACITY SHALL BE SUBMITTED TO THE GASKET JOINT TOV►NSTALLATIONENGINEER FOR APPROVAL PRIOR 3. SEE MISCELLANEOUS MANHOLE DETAILS SHEET. REINFORCED PRECAST CONCRETE MANHOLE SSA �I IAR I not to scale PROPOSED SIGN (not to scale) SIGN: LIGHT BROWN STAIN WITH GOLD LEAF LETTERING & SUN I� I a 2L 3 1/2"x2 1/2"0/2" 1 /4" 1 4 S4x9.5 DETAIL 'A' 7 1/2" V-1 3/4- I 3'-1 3/4" 7 1/2„ 2„ I 2" 2 5/8"DIA. FOR f4 BAF 7'-4' LONG SEE DETAIL 'A' 2 #4 BARS V-10" LONG ON EACH SIDE 12 V-101 2" 2" 0 0 Iz 8" 6'-6 1/2' 8" 7'-10 1/2" SECTION A -A SECTION B-B DOUBLE GRATE CATCH BASIN TYPE IE NOT TO SCALE STEEL I BEAM 6" LONG S/16" 1 " V-6a 71" 2" FRONT ELEVATION 2-#4X TOP OF I E CAST CONCRETE UNIT ADJUST FRAME ELEVATION WITH CONC. BLOCKS OR BRICKS, V TO 12' ALL JOINTS TO BE POINTED FLUSH & FUL PRE CAST CONCRETE OR CONCRETE MASONRY UNITS POURED CONCRETE OR PRE CAST SLUMP OR SLAE ,--(OR EQUAL) 3500 PSI 6' OF 3/47 CRUSHED �- STONE NOTES: 1. MINIMUM COVER OVER TOP SHALL BE 2'-0". 2. WALL THICKNESS SHALL BE SUFFICIENT TO MEET HS 20 LOADING. 3. WALL THICKNESS FOR STRUCTURES OVER 16 HIGH IS 1Y FOR CONCRETE BLOCK UNITS. INSIDE DIMENSIONS REMAIN THE SAME. 4. ALL PIPES SHALL BE CUT FLUSH WITH INSIDE WALLS 5. ALL BRiIK$ SHALL BE CONCRETE. SIDE ELEVATION TYPE 'C' CATCH BASIN N.T.S. 1. SET POSTS AND ANGLE POSTS EXCAVATE A 6"x6" TRENCH 2. STAPLE THE SILT FENCING TO THE 7" 5' UPSLOPE POST UPSLOPE FROM POSTS. FOR STABILIITY SILT FENCING END OF THE POST AND SELF- CLEANING. 95' 12" MIN. Wrl�l-IIWir I = I �I I' -I' 11T I �j Y 3. ATTACH FILTER FABRIC TO 4. BACKFlLL THE FILTER THE WOODEN POSTS AND EXTEND TRENCH AND COMPACT FABRIC �\ IT INTO THE TRENCH THE EXCAVATED SOIL. COMPACTED BACKFlLL FRONT ELEVATION I_ I -I I I I 1 I I :::::: t I 01!1 I - -III' CONSTRUCTION OF SYNTHETIC FILTER BARRIER N.T.S. M TL I STREET LINE R.O.W. VARIES 4' 1' MEET EDGE 01= 6" 6" S PAVEMENT d PR1E 3:1 MAX. ;� <,;;,.;;. RESIDENTIAL BIT. CURB �% MIN. ;;. 4" TOPSOIL & SEED MATCH EXSISTING 4" TOPSOIL & SEED GROUND 8" PROCESSED OR BANK RUN GRAVEL MEET GRADATION OF M2.06 GRADING B OR M5.01.1. 5" CONC. SIDEWALK (8" CONC. AT DRIVES WITH 6"X6"X10/10 WIREMESH) TYPICAL SIDEWALK DETAIL NOT TO SCALE LAWN / STREETS CROSS-COUNTRY PAVED I TOPSOIL & SOD OR SEED 7 4� •aQe .' e as Z4f e a' .� "t i 12 MIN. 1/2 .D. PIPE APPROVED GRANULAR NOW BACKFILL MATERIAL PLACED AND COMPACTED IN ONE FOOT (1) (MAX) LIFTS. WARNING TAPE PER CONN. GENERAL STATUTE SECTION 16-345, AS AMENDED, PLACED 12- (MIN.) TO 24' (MAX.) ABOVE TOP OF PIPE. -SAND BLANKET PIPE, AS SPECIFIED FILTER FABRIC (SEE NOTE) 3/4" BROKEN TRAPROCK 1/2 QD. PIPE %::` '• . FILTER FABRIC s',�MIN. o.D. PIPE SECTION NOTE: 1. SEE STANDARD DETAIL FOR CLAY STOPS WERE NECESSARY PG. VI-46 2. FILTER FABRIC SHALL BE NONWOVEN CLASS 2, WITH PERMITTIVITY OF 0.5 TO 0.1 SEC-' AND AOS OF 0.43 mm TO 0,22mm AND SHALL PIPE - IN GROUND WATER MEET AASHTD M288-96 NOT TO SCALE TYPICAL SANITARY SEWER TRENCH SECTION RE CAST CONCRETE UNIT ADJUST FRAME ELEVA 3 WITH CONC. BLOCKS( RTC 6' TO 12' ALL JOINTS TO BE -POINTED FLUSH & FULL PRE CAST CONCRETE OR CONCRETE MASONRY UNIT: PRE CAST SUMP OR SLAB (OR EQUAL) 35D 6' OF 3/4' CRUSHE STONE NOTES: 1. MINIMUM COVtit OVER Iu yr r,rc SHALL BE 2. wSSUUFFICCIIENNTTTO E T`T HSHLL s 20 LOADING. SIDE ELEVATION 3. WALL THICKNESS FOR STRUCTURES OVER 16 HIGH IS tY FOR CONCRETE BLOCK UNITS. INSIDE DIMENSIONS REMAIN THE SAME. 4. ALL PIPES SHALL BE CUT FLUSH WITH INSIDE WALLS. 5, ALL BRICKS SHALL BE CONCRETE TYPE 'C-L' CATCH BASIN NOT TO SCALE 1/6 OR 1/8 BEND (22.5' OR 45')-\ Di .c . PLAN VIEW 1 /4 BEND (-90-') D i- 3 WA' I. TRENCH WIDTH SECTION 4D ..• FRENCH SHALL BE :XCAVATED TO FIRM 4ATERIAL IMMEDIATELY 'RIOR TO PLACING ;ONCRETE PLAN VIEW PLAN VIEW CONCRETE ANCHORS FOR USE WITH 16" AND SMALLER WATER MAINS &SANITARY FORCE MAINS 860.291.8755 esign DRANKM/ GBS9frofessionelsg .nk■ DESIGN.- KM/ 0 ICH0. Civil Engineers • Planners • Surveyors • CIS JOB NO.: IOAM- Nov. 26, 2002 165 south satellite road • south windsor - connecticut 06074 DRAWING ND.: ,108S\1468�1468-10.dwo THRUST RESTRAINT - THRUST BLOCK METHOD (not to scale) NOTES: 1. ANCHORS BASED ON MAXIMUM ALLOWABLE WATER PRESSURE OF 125 PSI. 2. SHOULD ONLY BE USED WHEN SOIL CONDITIONS ARE STABLE. IF IN QUESTION, THE WATER COMPANY'S INSPECTOR WILL MAKE THE DETERMINATION. RESURVEY PREPARED FOR: SUMMER WOOD Summerwood Lane Booth Windsor, cL`®>m�u+P�tii�u�t SHEET 10, DIMENSIONS DIA. A B C D I E F R-I R-2 12' 4' 2'-0' 6'-0 3/8 6'-0 3/8 2'-0' V-7 15/16' 1'-0 1/4' 9' 15' 6' 2'-3' 3'-10, 6'-1' 2'-6' 24 5/16' 1'-0 1/2' 11' 18• 9' 2'-3' 3'-10' 6'-1' 34' 2'-5' 1'-3-1/2' F-0' 24' 9 1/2' 3'-7 1/2' 2'-6' 6'-1 1/2' 4'-0' 2'-9 3/16' 1'-4 13/16 l'-2' 1'-0•4'-6' Y-7 3/4' V-1 3/4' 5'-0' 3'-l' 1'-6 1/2' V-3' ff 1'-3'5'-3' 2'-10 3/4 8'-1 3/4' 6'-0' 3'-11 13/16' 2'-0 5/16 F-8' V-9' 5'-3' 2'-il' 8'-2' 6'-6' 4`-5 7/8' 2'-3 1/2' V-10' 2'-0' 1 6'-0' 1 2'-2' 18'-2' 7'-0' 4'-81/2' 2'-41/2' V-10' V i 1 PLAN SECTION X-X _j_ F SECTION Y-Y NOTE 1. The lower surface of the cover and the corresponding upper surface of the frame shall be machine finished to provide a smooth flat contact of fit, without any tendency for the cover to rock or rattle. STORM MANHOLE ALTERNATE 1>+ o A G� 0 o°O� 0 -4 o o 0000C, o Q / p ❑ p jC1 0 0�0� ❑ o ❑❑ 00 o O O 0° 0000 0 o O�O�❑0 �C}� O V O DO 23.875" Dia. 1" 1.25" 1.25" " -1"-L" " "0.38" 1.251.8 5" _ i 0.75 0.875" 1.56 1.125- 1 -- 0.56" 0.56" L 3.6875" �0.75!,A 1.94' 17" Dia. NOTES, JDINTT SMALL K TONaX AND GROOVE OR TELL AND SPIGOT 2 - 1.5" Dia AS REWD2ED TO COHCORN 70 PIPE. Handling Hol WALL THICKESS SHALL COWORH TO PIPE THICKNESS. STRUCTURE SMALL BE PLACED ON EXISTOIG SUITABLE COMPACTED MATERIAL OR 1E' GRAVEL 8ASE. 8" CONCRETE CULVERT END NOT TO SCALE F1.50' CA 00❑ ❑❑ ❑❑D DONS 000 ❑ ❑ 6" CT D.O.T. 2" STONE TO BE PLACED 000 D D OVER FILTER FABRIC MATERIAL z ❑❑❑ ❑❑ ❑00 D aD b ❑❑❑ D ❑O ❑00 3001 ❑❑D ❑O DO❑ ❑❑ nn❑ nD rA 1 %0❑❑60❑0\Ih. L.rrinnnnnnnnnT_ EDGE OF PAVEMENT ANTI -TRACKING APRON N.T.S. 2 ' �1 3' VARIES (9' MIN.) DEPTH TO INVERT VARIES SEE PROFILES PROPOSED GRASS SWALE SECTION A -A PROPOSED GRADE PAVEMENT SECTION OR LANDSCAPING (SEE PLANS) WARNING TAPE - MIN, 12' MAX. 24' ABOVE PIPE APPROVED BACKFILL PLACED AND COMPACTED IN 12' LAYERS <OR AS OTHERWISE APPROVED) NO STONE LARGER THAN 3' SAND BEDDING PLACED AND COMPACTED IN 6' LAYERS NO STONE LARGER THAN 1-1/2'. MATERIAL SHALL MEET D.O.T. M2.05 f BEDDING ON SUITABLE NATIVE MATERIAL OR 3/4' CRUSHED STONE BEDDING MATERIAL IN ROCK EXCAVATION OR IN UNSUITABLE MATERIAL AS DIRECTED BY THE ENGINEER. MATERIAL SHALL MEET D.O.T. M.02.1 FOR 3/4' STONE. LBACKFILL TO SPRINGLINE OF PIPE WITH 3/4' STONE WHEN USING POLYTHYLENE OR CPP PIPE STORM DRAIN TRENCH DETAIL NOT TO SCALE 1 1. ip IF o1. UNLESS OTHERWISE NOTED, EXISTING UTILITY -+o 1 LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE 00 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. NO. DATE DESCRIPTION 6" SECTION A -A CAST IRON COVER N.T.S. 24.50" Dia. 0.75" �- 1.50" r- }--2.125" �1.50" Dia. �riri�uv� I 36" Dia. 48" Dia. SECTION R-R CAST IRON FRAME N.T.S. CRUSHED STONE MEETING CT DOT M.02.05 (1) BASIN -BOTTOM TEMPORARY 18" STONE BERM NOT TO SCALE O 1 1/2" BITUMINOUS CONCRETE CLASS II SURFACE COURSE PER CT DOT M.04 1� 1 1/2" BITUMINOUS CONCRETE CLASS I BINDER COURSE PER CT DOT M.04 Q3 6" PROCESSED AGGREGATE BASE PER CT DOT M.05 ® 8" GRAVEL SUBBASE PRIVATE ROADWAY TO HAVE 3% CROSS SLOPE PRIVATE 24PAVEMENT CROSS-SECTION (SUMMERWOOD LANE) NOT TO SCALE GRATE COVER 28• 12' ORIFICE 67.50 I I! 1 1 I �--4' ORIFICE I MODIFIED RIP RAP PAD--' Class "A" Concrete '-0' 15' OUTLET PIPE FRONT SIDE CIRCULAR FASTENERS TO BE SPOT WELDED AS DEPICTED 1/2' SMOOTH STEEL BARS 3' X 8' OPENINGS SPOT WELD 2 EACH JOIN' INSTALL (2) HINGES ON ONE SIDE & HASP AND LOCK ON OPPOSITE SIDE ALL MATERIALS ARE TO MEET CONN. D.O.T. SPECIFICATIONS FORM 814A AS AMENDED 50' RIGHT OF WAY 26' PAVEMENT 12' 5" CONCRETE SIDEWALK BITUMINOUS CONCRETE CURB (£kC 3-1 Mq (WHERE REQUIRED) POINT OF APPLICATION GRASS STRIP RE EpT W�FR£ R c 04W gStOpE �aE DETAIL ''3 BITUMINOUS CONCRETE CURB OF GRADE < �S p1 /4"PER FOOT 1 2"PER FO T,� 3/8"PER FOOT 3/8"PER FOOT FOOT 1 /2"PER FOOT ALL MATERIALS ARE TO MEET CONN. D,O,T. SPECIFICATIONS FORM 814A AS AMENDED SIDEWALK 5b8PE NST TO EXCEED 142 GRASS R GRASS - 3' MIN. 3'-4' MAX GURB UDIEI DRAINAGE DESIGN IN THE VICINITY OF RAMPS SHALL BE AN INTEGRAL PART OF THE RAMP DESIGN. NO DRAINAGE STRUCTURE SHALL BE PLACED WITHIN THE LIMITS OF THE RAMP. SURFACE SHALL BE TEXTURED AND NON -SLIP. CONCRETE SIDEWALK HANDICAP RAMP NOT TO SCALE 4" TOPSOIL & SEED (WERE 1/2' SMOOTH S 3" X 8' ❑PENII SPOT WELD @ TOP VED FOR HYDRANTS, POLES, ETC. 3.• 1 4" TOPSOIL & SEED SUBBASE: 8" GRAVEL (DEPTH SHALL_ BE INCREASED TO 12" WHERE LEDGE OR ROCK IS PRESENT) MEET GRADATION OF M2.06 GRADING B -BASE COURSE: 6" PROCESSED TRAPROCK BASE (COMPACTED) MEET GRADATION M05.01-1 1-1/2" BITUMINOUS CONCRETE CLASS 2 SURFACE COURSE (COMPACTED) & 1-1/2 BITUMINOUS CONCRETE CLASS 1 BINDER COURSE (COMPACTED) FOR LOCAL ROADS, IF PAVING IS DONE AFTER OCT. 15 OR BEFORE APRIL 15, A 2" BINDER COURSE SHALL BE PLACED. 26' WIDE PAVEMENT CROSS SECTION DAY DRIVE N.T.S. ION PERMANENT RESIDENTIAL TEMPORARY OR PERMANENT CUL-DE-SAC RESIDENTIAL CUL-DE-SAC NOTE •b THE MAXIMUM NUMBER OF DRIVEWAYS WITHIN A CUL-DE-SAC ( ABOVE THE LINE SHOWN) SHALL BE LIMITED TO THREE. NOT TO SCALE RESIDENTIAL CUL-DE-SAC DETAILS LAHN / STREETS / CROSS-COUNTRY PAVED AREAS TOPSOIL & SOD OR SEED 48 ;ALE= M MIN. . °. 'ate '12-fM I6IN. r4: BASE AND PAVEMENT - '-"-PER PAVEMENT DETAIL. APPROVED GRANULAR NON - ORGANIC BACKFILL MATERIAL -'PLACED AND COMPACTED IN ONE FOOT (1) (MAX.) UFTS SAND (CT DOT M.03.02-2 FINE AGGREGATE) 8- DUCTILE IRON PIPE 3' SECTION WATER MAIN DRENCH SECTION NOT TO SCALE StopE >E ROCk ,S pRES ENT ANTI AI\lr wno RF71 TCTI TKITF1 c-pnNIT nc, C TC>I Ir TI lDr' \./TTW f11Y fl1 Yt-r11U1\ LUL 1 LL 1111 lJ 1 11WIN 1 LJI J 11\Vt� 1 VI\L YY 1 11 1 MINIMUM 1/2"X3' STAINLESS STEEL. BOLTS NOTES: 1. ALL EXTERIOR WALLS OF CATCH BASIN WILL BE FACED, PAINTED HASP & LOCK AND GROUTED WITH CEMENT. 2. LADDER RUNGS SHALL BE PRO- VIDED IN CATCH BASIN WHERE HEIGHT OF STRUCTURE EXCEEDS 8 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- SInE nF LIMITS, 7. ADJUST FRAME ELEVATION WITH BRICKS 6" TO 12" 8. PROVIDE MINIMUM 2'-0" OF COVER OVER PIPE AT BELLS 9. PROVIDE 6" OF 3/4" TRAPROCK UNDER EACH STRUCTURE AT BASE. DETENTION BASIN OUTLET N.T.S. PIPE SIZE A B C D E F 6 H WT RIP -RAP IN TONS 15' 10, 7' 1 1/2' 1' 1' 4 1/2' 1 1/2' 3' 6 18, 12' 8' 2' it 1' 5' 2' 4' 8 21' 13' 9' 2 1/2' 1 1/2' 1' 7' 2 1/2' 4 1/2' 12 24` 1 17' 1 10' 1 21/2' 11/2' 1' 1 8' 1 21/2' 1 51/2' 15 30' 20' 13' 3' 2` 2' 9' 3' 6' 22 36' 22' 1 16' 1 31/2` 1 2' 1 2' 9 1/2' 1 31/2' 1 7' 33 A 860.291.8755 D9-27Q� 8Mf !� g esign . inc. rofessionals, DESIGN.• KM/ DRAWN.• KM/ CHECKED: GBS 'v Civil Engineers • Planners • Surveyors • CIS JOB No.: 1468 DA7E.• Nov. 26, 2002 165 south satellite road - south Windsor • Connecticut 06074 DRAM'1NG NO.: JOBS146811468-11.dWa Nnrc, FILTER FABRIC SHALL BE NONWOVEN CLASS 2, WITH PERMITTIVITY OF 0.5 TO 0.1 SEC-' AND ADS OF 0.43 Mn TO 022mm AND SHALL MEET AASHTO M288-96. A PLAN SECTION A -A NOTEI THIS IS A iiviM iM QUING OF RIP RAP AND SHALL BE IN ACCORDANCE WITH DOT OR NRCS METHOD ENERGY DISSIPATOR NOT TO SCALE RESURVEY PREPARED FOR: SUMMER WOOD Summmeirwoo l Line South Wndaotr9 Coilnmectieu t 11 f�1 REAR ELEVATION FLOOR FLAN = 1400 S/F OPTIONAL SUNROOM 152 5/F OPTIONAL BAY WINDOW - 15 S/F 12'0" X 12'0" PRESSURE TREATED DECK STANDARD ON ALL UNITS FRZONT ELEVATION RIGHT SIDE ELEVATION FRONT ELEVATION U1/ FRONT LOAD GARAGE LEFT SIDE ELEVATION FLOOR PLAN WITH OPTIONAL FRONT LOAD GARAGE URI a LL u� w SCALE: 1/4" 1'0° I/A° Ian" DATE REVISION DATES: SHEET: G_ AJ O .:- ��Illlll�llll�l�111t1 FIRST FLOOR PLAN WITH OPTIONAL FRONT LOAD 6ARA6E i --————————————— ——— — ———— � i i L-----------------------------------------------------------------' FRONT ELEVATION WITH FRONT LOAD GAP -AGE FIRST FLOOR FLAN v 1131 S/F OPTIONAL SUNROOM - la2 5/F OPTIONAL BAY WINDOW = 15 12b° X doll PRESSURE TREATED DECK STANDARD ON ALL UNITS 40 RIGHT ELEVATION LEFT 51DE ELEVATION DEAR ELEVATION i ern 0 LL 5GA1_E: 1/4" = 1'0° 1/5" = 110" C ATE F EVISION DATES: m O p O O tNil O � `T cp U 4 u z OU r z Q =i W k Iu 1� f il-IEET: o' RIGHT SIDE ELEVATION FLOOR FLAN = 162J S/F OPTIONAL SUNROOM . 182 S/F OPTIONAL BAY WINDOW • 18 S/F 12'0" X 12`0" PRESSURE TREATED DECK STANDARD ON ALL UNITS LEFT SIDE 1=1 EVA T ION ME MOM FRONT ELEVATION WITH FRONT LOAD GARAGE REAP r::LF-VATION FLOOR FLAN WITH OPTIONAL FRONT LOAD GARAGE 6CAlm1=: 1/4" = 1'0° 1/8" = 110" DATE I REVISION DATES: Q �t Ul i }- ut LU Q U f ( q U F Ul Q z z Q � C Q- ,SHEET: FIRST FLOOR PLAN WITH FRONT LOAD GARAGE OPTIONAL 6UNROOM a Ia2 B/F OPTIONAL BAY WINDOW - 15 S/F 12'0" X 12'0" PRESSURE TREATED DECK STANDARD ON ALL UNITS FRONT ELEVATION WITH FRONT LOAD GARAGE r-PRONIT ELEVATION OPTIONAL BAY WINDOW RIGHT SIDE ELEVATION LEFT SIDE ELEVATION REAR ELEVATION U- SCALE. 1/4" ® 1'0" DATE REVISION DATES: w Z 0O Q U x LL LU U LU lu z z z z tu Ul LU I-: r- T: xIV 1 K) A n� PARCEL /A / 277,66/2 Sq. Ft. 6.37 Acres /® INUDES AREA i \ SIN i�Nq B \ \TYp�oOM\ / sT OF .CL < / I / � 0 / 0 / Fx <1 1 Z -<X 01 I: z D M m x 0 0 f! �1 � I l I \� GRAN. MON.-- A V j ZGN. MON. PROPOSED LIMITS OF CLEARING/IMPACT 0 Note: Screen plantings shall be modified in the field at time of construction. Plantings will include a variety of evergreen and deciduous trees and shrubs, arranged in groupings, under the direction of the Landscape Architect and Town Staff. NO. I DATE REVISIONS �cr�tA Cj -F P@A DESCRIPTION U-- a l 0 0 \ J .61)z POT , i� W.G. l ♦ SO ) TF= 72.19 iLj Vr ' o 0 20 0 r Insite, LLC Landscape Architecture 122 B Main Street Collinsville, Connecticut 06019 0 M5 J\Osu S,F(� 51- ESMH TF=69.95♦ INV.=56.95t 5 AF 12 PP 0 S52`31'42"E l 0 17"E 4.93 7ASE) qN 0 S07°50'57" E 29.08 o EX. CB o ��i C ,,� TF= 61.35 ��'' �a�` /��'•/�`b INV=59.50 tis n? / Q . � � �41 �0 DRAINAGE EASEMENT IN AVOR � LANDSCAPE PLAN DESIGN. DRAWN ZA CHECKED. - JOB NO.: DA TE.• j 4 Z S 0-z_ DR4W1'N6 NO.: 146811468-L. dwo r� ® Ak q v RESURVEY PREPARED FOR: SHEET HORSESHOE LANE ASSOCIATES 1 eSKARON DRUVE SOUTH W! WOR COINMCTNCUT 2 4. r