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Home My WebLink About97-68P_MOUNTAIN LAUREL ESTATES_SOUTH WINDSOR--� --t--gyre--��,a4 ---.Y- I ,•,--:�-�-T�..r=-.-.•,�-�y��-�-•-�•�-�-�---- OAKWOOD DRIVE VALLEY VIEW DRIVE SCOITDRIVE ,iAAIET U I`A9Z(Z►1AM GARV I & n 1u e_ cvn�ur n I 1 I'HVL CL JIUIVIL R. 79 DEEPWOOD DRIVE JOANE B. PHILLIPS COTE DOUGLAS R. & SOUTH WINDSOR, CT 69 DEEPWOOD DRIVE 59 DEEPWOOD DRIVE DIANA G. BRANSCOMBE SOUTH WINDSOR, CT SOUTH WINDSOR, CT 49 DEEPWOOD DRIVE SOUTH WINDSOR, CT ERIC & VERONICA GOLD JOHN R. DEROSA 150 BIRCH HILL DRIVE 140 BIRCH HILL DRIVE SOUTH WINDSOR, CT SOUTH WINDSOR, CT ` \\ FRANK M. & WENDY J. LOMBARDO BRIAN H. & DAVID G. & PHILIP A. & CHARLES K. & 108 BIRCH HILL DRIVE ANN F. LAMMERS JOAN H. CORWIN ARDYS W. CHASE 96 BIRCH HILL DRIVE ANNA S. WELCH i ,IL nnl,lr SOUTH WINDS C'T 0rz Q1oru U111 n0nlr i28 BIRCH HILL DriIVE lie BIRCH HILL umv- SOUTH WINDSOR, CT VV SOUTH WINDSOR, CT SOUTH WINDSOR, CT SOUTH WINDSOR, CT ROSALIE MOYNIHAN 'J 78 BIRCH HILL DRIVE SOUTH WINDSOR, CT BIRCH HILL ROAD ROBERT J. KOWALCHIK 151 BIRCH HILL DRIVE LEONARD S. JR & SOUTH WINDSOR, CT JANE M. ROCHE HENRY R. & ROBERT J. & 141 BIRCH HILL DRIVE EVELYN L. ASK ROBERT L. KAMINSKI LUCILLE M. IGNAGNI rl SOUTH WINDSOR, CT 131 BIRCH HILL DRIVE 121 BIRCH HILL DRIVE 111 BIRCH HILL DRIVE 1 SOUTH WINDSOR, CT SOUTH WINDSOR, CT SOUTH WINDSOR, CT i I I I + I I I 1 1 S 66'40'28' E t i RONALD & 2 DIANE R. WURMBRAND AGNES M. URDANICK o 1 115 GREENWOOD DRIVE 123 GREENWOOD DRIVE SOUTH WINDSOR, CT SOUTH WINDSOR, CT o o cP, ' LAWRENCE M & EVANS E. & ROBERT C. & \ ANN-MARIE KING GLORIA C. BARR P.O. BOX 1388 91 BIRCH HILL DRIVE LOWELL MA 01853 SOUTH WINDSOR, CT ROBERT C. & GLORIA C. BARR I 77 BIRCH HILL DRIVE SOUTH WINDSOR, CT / LOT 2 � JOAN L. MURPHY 100,740 S. F. 1 1 SOUTH WINDS33 OR, CT DRIVE 2.31 ACRES I EDWIN J. & A=75'31'21" ROSALEEN T. MEYER R=25.00' 107 GREENWOOD DRIVE T=19.36' SOUTH WINDSOR, CT L=32.95' A=05' 18' 13" R=200.00' T=9.26' 9 L=18.51' I �=39'48'30" R=175.00' ROBERT J. SANTUCCI T=63.36' THOMAS E. & 122 GREENWOOD DRIVE L=121.59' KATHERINE M. FARNON SOUTH WINDSOR, CT 99 GREENWOOD DRIVE SOUTH WINDSOR, CT N SHANKAR S. & °D LIMA S. MAGGE °'o N 69'42'S1" W 1 96 GREENWOOD DRIVE SOUTH WINDSOR, CT 270.53' 1 N u � _ u 1 MARY G. BEY 1O AGLAEA VRANOS I 152 GREENWOOD DRIVE `I SOUTH WINDSOR, CT U 87 GREENWOOD DRIVE I N SOUTH WINDSOR, CT o ---LOT- 1- - i 1 0 I 253,b55 S.F. ROBERT W CIECHOWSKI L�J 5.82 ACRES 66 GREENWOOD DRIVE N SOUTH WINDSOR, CT a) 1 O PAUL G. KUEHN I KATHRYN A. MARRA 155 GREENWOOD DRIVE K & DOREEN J RINALDO 166 GREENWOOD DRIVE SOUTH WINDSOR, CT MAR 99 E. CENTER STREET W SOUTH WINDSOR, CT MANCHESTER, CT 06040 I Q W S 65'54' 15 E --y ' O > O ROBERT W. CIECHOWSKI SCOTT DRIVE 66 GREENWOOD DRIVE 0 SOS N OEM' p�pt1N TOWN OF SOUTH WINDSOR NOTES: 1. THIS SURVEY AND MAP HAVE BEEN PREPARED PURSUANT TO THE REGULATIONS OF THE STATE OF CONNECTICUT STATE AGENCIES, SECTIONS 20-300b-1 THROUGH 20-300b-20, "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT". THIS IS A RESUBDIVISION PLAN AND IS A RESURVEY OF "OTHER LAND OF PAUL G. KUEHN" AS SHOWN ON A PLAN ENTITLED "SUBDIVISION PLAN MOUNTAIN LAUREL ESTATES IN SOUTH WINDSOR, CONNECTICUT- DATED 10-21-86, REVISED 6-2-87, SHEET 2 OF 14, PREPARED BY GARDNER & PETERSON ASSOCIATES TOLLAND, CONNECTICUT, AND CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. 2. PARCEL IS LOCATED IN ZONE AA-30. 3. TOTAL AREA OF SUBDIVISION =8.13 ACRES 4. OWNER: PAUL G. KUEHN 155 GREENWOOD DRIVE SOUTH WINDSOR, CT 060 APPLICANT: ANDRE K. CHARBONNEAU & DANIEL LANZA 524 SULLIVAN AVENUE SOUTH WINDSOR, CT 060 5. NO DISTURBANCE GREATER THAN 1/2 ACRE IS PROPOSED FOR THE DEVELOPMENT OF THESE PARCELS. 6. HORIZONTAL AND VERTICAL CONTROL IS BASED ON M.D.C. DATUM. P CEL IS LOCATED IN FLOOD ZONE 'C' AREA OF MINIMAL FLOODING z SOUTH WINDSOR, CT ANTONIO R. & W SCHEUSTER & ANA MARIA CARAGO W NORMA M. CHRISTIE � 180 GREENWOOD DRIVE O 177 GREENWOOD DRIVE CD SOUTH WINDSOR, CT SOUTH WINDSOR, CT z W ROBERT W. CIECHOWSKI 66 GREENWOOD DRIVE SOUTH WINDSOR, CT KAREN & JAMES R. MCGINN 192 GREENWOOD DRIVE SOUTH WINDSOR, CT U&R CONSTRUCTION 99 E. CENTER STREET V��ns. -1 I A L f 0 LIJ C� STEPHEN M. & ELIZABETH J. STETSON 47 JUDGE LANE SOUTH WINDSOR, CT JUDGE LANE 20' Access eas In Tavor OT MUI ? 200.10, `O S 6816'05 V � 1 �zo O DEBORAH A. BELLODY 55 JUDGE LANE SOUTH WINDSOR, CT KEVIN E. & MARGARET C. MINGUY 387 FOSTER STREET SOUTH WINDSOR, CT JULIS A. JUKNIS 477 FOSTER STREET SOUTH WINDSOR, CT I,. ` ROBERT S. & PATRICIA A. NOWAK \ 64 BIRCH HILL DRIVE y SOUTH WINDSOR, CT y XZAINI JULIEN & LYNDA QUIRION 453 FOSTER STREET SOUTH WINDSOR, CT ROBERT D. & RITA G. _GAGNER BRUCE E. & -- -- -- -- -- -- -- - 442 F US I EK S I REE I �C �/ BRENDA B. SNYDER - -- -- -- __ __ _- SOUTH WINDSOR, CT 6' S4 BIRCH HILL DRIVE SOUTH WINDSOR, CT KURT NIEMIEC & DONALD R. & O KIMBERLY FISCHER EVELYN M. MADDALUNO 42 BIRCH HILL DRIVE MURIEL J. PARILLE 61 BIRCH HILL DRIVE SOUTH WINDSOR, CT 6 BIRCH HILL DRIVE CONCORDIA LUTHERAN CHURCH SOUTH WINDSOR, CT MARJORIE HUTENSKY SOUTH WINDSOR, CT 434 FOSTER STREET Easement for Laurel Lane over a portion of land of Kevin & Margaret Minguy y✓ 1 I z ' Thi ' Wa N u1 V I O A Went o o? KWON HAING & CHONG SOCK CHO SH Ir M70 CLOVER DRIVE 60 SOUTH WINDSOR, CT SOUT RICHARD G. MULLER 383 FOSTER STREET SOUTH WINDSOR, CT WILLIAM H. & CAROLE J. STAIRS P.O. BOX 891 SOUTH WINDSOR, CT JACK B. & ELLEN MARIE MURPHY 18 ANDMAR LANE SOUTH WINDSOR, CT 28 BIRCH HILL DRIVE SOUTH WINDSOR, CT SOUTH WINDSOR, CT ` RICHARD ERIKSSON ° 18 BIRCH HILL DRIVE ° SOUTH WINDSOR, CT RICHARD A. & 0 ° CAROL.E S. STROUD �� R MELVIN G. COX JR. \`g 49 BIRCH HILL DRIVE 414 FOSTER STREET ` SOUTH WINDSOR, CT �\RG� SOUTH WINDSOR, CT MICHAEL E. & LAURA M. SOCHA 9 BIRCH HILL DRIVE O� JOANN CARON-PRESCOTT WILLIAM A. SOUTH WINDSOR, CT 41 BIRCH HILL DRIVE RIDDLESWORTH 1J SOUTH WINDSOR, CT 31 BIRCH HILL DRIVE EDWIN D. JR & JEFFREY MCGILL SOUTH WINDSOR, CT RENE C, KENYON �� 400 FOSTER STREET \ 21 BIRCH HILL DRIVE �J SOUTH WINDSOR, CT SOUTH WINDSOR. CT ` J. MARSHALL REED 399 FOSTER STREET SOUTH WINDSOR, CT -' N Ei6'S0'48 W � 338 99' �1 - - LN 66*50.48 W 1 �24' 380.92' W->___ _ N 65'20'00 W 100.00' N 04'32'35" W t' - - 212.50' 50.00, N 69'32'35" W , 60.89' PAUL G. KUEHN / TOWN OF 1 S 6TO1'14" E / - - — - 155 GREENWOOD DRIVE ` ` — - A=1 T50' 10" SOUTH WINDSOR I 648.99' SOUTH WINDSOR. CT - — S 665448 E T=23.54' s area subject to a right of � --- 662.58' L=46.69' 1 y over Laurel Lan , so called 2.7 ' 1 I I \ I ARON SEROW RICHARD W. & CLOVER DRIVE GERALD E. & MICHAEL R. & M00 YONG & H WINDSOR, CT DIANNE SALKELD NANCY H. POULIN I MARJORIE B. CONTET V. CAROL KINDER 48 CLOVER DRIVE 34 CLOVER DRIVE HEA J00 LEE CAROLYN E. SCHWARTZ 1 SOUTH WINDSOR, CT 22 CLOVER DRIVE 381 FOSTER STREET 4' , SOUTH WINDSOR, CT 12 CLOVER DRIVE 2 CLOVER DRIVE r S(IIITI-1 WINf1S(1R f T Cn1ITu %A11AInCA0 rT ' SOUTH WINDSUR, CT SOUTH WINDSOR, CT wV1n �I IIVVJV R, l l I TOWN OF rr SOUTH WINDSOR i CLOVER DRIVE r i I ARTHUR P. KARAHALIOS RICHARD H. & GUY A. MATTRAN & 371 FOSTER STREET ; FJOHN G. BRADSHAW EILEEN M. REDDEN SOUTH WINDSOR, CT ANDMAR LANE MARY B. OLSON 1 CLOVER DRIVE TH WINDSOR, CT 35 INDIAN TRAIL FROSARIO R. ANGELICA SOUTH WINDSOR, CT LAJ SOUTH WINDSOR, CT 36 INDIAN TRAIL z SOUTH WINDSOR, CT J LY Q EDWARD T. & LORRAINE C. ARGO CAROL HP. OB E z 19 ANDMAR TRAIL ANTOINETTE DOOLEY 351 FOSTER STREET SOUTH WINDSOR, CT 109 IRENE DRIVE RICHARD T. & Q TERESA P. LINDBERG SOUTH WINDSOR, CT VERNON, CT 24 INDIAN TRAIL TOWN OF - -- -- -- -- - SOUTH WINDSOR, CT SOUTH WINDSOR i \ CONSTRUCTION THOMAS E. & ' �sTiE N & -MIA, JQ.21E IOLL�It 2 `=JTAG 4 SOUTH WINDSOR, CT 99 CENTER STREET DEBORAH D. STALEY AN ESTER, CT 06040 48 JUDGE LANE SOUTH WINDSOR, CT -' -_ BERNARD & STEVANIE A. DEMKO 60 JUDGE LANE SOUTH WINDSOR, CT WILLIE F. & '� JANE E. GNESS KAREN H. ALTHAMMER 38 ANDMAR LANE -- - -- -- -- -- -- 70 JUDGE LANE SOUTH WINDSOR, CT - - SOUTH WINDSOR, CT 7. AR PER FIRM FLOOD INSURANCE MAP 090036, PANEL 0003B, - TOWN OF SOUTH WINDSOR.LIJ 7. NO DISTURBANCE AT LOT CORNERS IS PROPOSED. GRADES ARE TO ---- REMAIN UNCHANGED. 8. LOT 1 IS SUBJECT TO THE FOLLOWING, AS OF RECORD MAY APPEAR: LAB A. A RIGHT OF WAY OVER THE PORTION OF THE PARCEL SHOWN AS LAUREL LANE. (n O B. A 20 FOOT RIGHT OF WAY IN FAVOR OF RICHARD G. MULLER AS SHOWN HEREON. C. EASEMENTS FOR UTILITIES IN FAVOR OF S.N.E.T. & NORTHERN CONN. POWER CO. 0 D. A CAVEAT FOR WATER & SEWER. _J 3 MAP REFERENCES: SUBDIVISION PLAN MOUNTAIN LAUREL ESTATES IN SOUTH WINDSOR, CONNECTICUT SCALE 1"=40', DATE 10/21/86, REVISED 6/2/87, MAP NO.7677, PREPARED BY GARDNER & PETERSON ASSOCIATES, TOLLAND, CONNECTICUT RESUBDIVISION PLAN LAND OF PAUL G. KUEHN MOUNTAIN LAUREL ESTATES, SOUTH WINDSOR, CONNECTICUT, DATE 6-12-96, REVUSED 8-12-96,9-26-96, MAP NO. 7677-R, SCALE 1"=100', PREPARED BY GARDNER & PETERSON ASSOCIATES, TOLLAND, CONNECTICUT TALLWOOD DRIVE 100 50 0 100 200 300 GRAPHIC SCALE 1"=100' 1 40 40` Q Of F- JOSEPH F. JR. & BARBARA A. MCILRATH Z 31 AINDMAR TRAIL Q HUGUETTE GIROUX SOUTH WINDSOR, CT 341 FOSTER STREET z SOUTH WINDSOR, CT — TI O M MICHAEL F. BERGERON SUSAN J. SHEPARD N 29 RAINBOW TRAIL 17 RAINBOW TRAIL m SOUTH WINDSOR, CT SOUTH WINDSOR, CT M RAINBOW TRAIL I Approved by the Town of ouch Windsor Planning & Zoning Commission Chairman Date PN� '. At7VF� ism --- .`� � doh F ;ll,�•' 'i.1Jj 9' A' Co 0. No. 1083 • • � c� /C S , iO�.ra• 10 pNM�C s� �� . �p tit• ,,jk,1'Q s � .4 Ii v T O RCE' TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS e-11neTA AJTV • 1 1 v nn nnrnr a c- Arn rrn 1_lrornA1 .. J(JL7JIAIVIIALLI UVIVCGLl fIJ IVVIGU rlcl1c.vlV. - , 08602 IONS 0 '•,p' 019T01100 ? a z_ 8-12-97 L.S. 10839 KENNETH R. PETERSON DATE REGISTRATION NO. BY S.E.J RESUBDIVISION PLAN LAND OF PAUL KUEHN MOUNTAIN LAUREL ESTATES PREPARED FOR ANDRE K. CHARBONNEAU & DANIEL LANZA SOUTH WINDSOR, CONNECTICUT. GORDNER At PETERSON ASSOCIATES 178 HARTFORD TURNPIKE TOLLAND, CONNECTICUT PROFESSIONAL ENGINEERS LAND SURVEYORS SCALE DATE SHEET NO. I MAP NO. 1"=100' 1 8-12-97 1 1 OF 4 7677-R1 V� 11 ON i 40 .. n-C-/ I MATCH LINE \ Ole sf)'".1A, LLIVAN AVENUE * SOUTH WINDSOR CONN 06074 t540 SU AREA CODE 860 1644 251 1 01 C LE35erntInT MU LUUrV1 LUne Over a portion of land of Kevin & Margaret Minguy CERTIFIED MAIL 7. Footing drains are required for each house. Prior to the building of any structure on a lot, 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 of the footing October 14, 1997 dra I ins. No building permits will be issued until the proposed contours- floor elevations and location of footing drains have been approved by the Town Engineer. 8. If, for any reason finished gradin and -1- individ I I 00 . harbonneau & Daniel Lanza I C> -_ - s te war S not compieLeU, I Z� I Andre K C the Town Engineering shall determine the amount of a cash bond to ensure Final I It - 524 Sullivan Avenue grading and site work. This cash bond must be submitted prior to issuance of a C6 P C� (o 00 South Windsor, CT 06074 Certificate of Occupancy. 0 Gentlemen: 9. Quantity estimates must be submitted to the Town Engineer (on the enclosed form) for the purpose of determining subdivision bonding, and all bonds shall be posted prior to Re: Appi #97-68P, Greenwood Resubdivision Filing the plans, We are pleased to advise you that the Planning & Zoning Commission voted on October If the developer chooses to submit a Letter of Credit for a one-year term, in lieu of a 1997 to approve with modifications appl 997-68P Resubdivision of i 8 acres to create two surety bond, said Letter of Credit must be renewed on a yearly basis until completion lots on property located easterly of Greenwood Drivir and westerly of Foster Street, AA-30 s, prepared by Gardner & Peterson Associates, Map No of the development. If a new Letter of Credit has not been received within 30 days zone, AA-30 zone as shown on plan, the following before the expiration date, the Commission may, at its option, call the Letter it is 7677-R I and dated August 12, 1997. This approval is subject to holding. modifications: 10. A drainage assessment fee in the amount of $50 00 shall be submit -A to t- 11 MATCH LINE SHARON SEROW 60 CLOVER DRIVE SOUTH WINDSOR, CT This area subject to a right of way over Laurel Lane, so called KWON HAING & /CHONG SOOK CHO 70 CLOVER DRIVE SOUTH WINDSOR, CT/ N -19* 57'46' E WILLIAM H. & CAROLE J. STAIRS > P.O. BOX 891 SOUTH WINDSOR, CT Of LL.J 0 JACK B. & ELLEN MARIE MURPHY 18 ANDMAR LANE SOUTH WINDSOR, CT This approval is for 2 lots, number I - 2- Commission. �_i 5am! L -I- - - - - - -------------- F)r;iinage and construction for this subdivision is sublect to the approval of the Town 11. No hijilding nermit-z xvill i -1 issued untlil all mOA;r Eng - i - n - cer. L1UU1A1ktL1ons have- 'Dccern C -0 M p he d with, and JL_ T__r )�Zr -L_-Y-� NOTES: the final plans have been filed in the Town Clerk's office. 20' Access easement _y sewer system and arc in favor of Muller THIS SURVEY AND MAP HAVE BEEN PREPARED PURSUANT TO THE REGULATIONS OF 43 3. All lots -,hall be served by the Town of South Windsor sanitai THE STATE OF CONNECTICUT STATE AGENCIES, SECTIONS 20-300b-1 THROUGH %ulylect to the approval of the water Pollution Control Authoritv 12. E-nginecring comments of September 15, 1997 must be incorporated, Items #2, 3, and 20-300b-20, "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF 4, CONNECTICUT". THIS IS A RESUBDIVISION PLAN AND IS A RESURVEY OF "OTHER A v,.II he �imnlird to this subdivision by public water. -1,_50' Rear Ycrr�__ LAND OF PAUL G. KUEHN" AS SHOWN ON A PLAN ENTITLED "SUBDIVISION PLAN .1. Wa _111 0- SUPFI ill 11,11- _.,_ ;_ �1__ I - - - - F��IJ III L11C LU be constructed. 1 fie applicant is to work w th the Town MOUNTAIN LAUREL ESTATES IN SOUTH WINDSOR, CONNECTICUI DATED 10-21-86, REVISED 6-2-87, SHEET 2 OF 14, PREPARED BY GARDNER & PETERSON ASSOCIATES plans used in the field bv the developer must bear the stamp and authorized Engineer to find a feasible solution for realigning Cie roadway (without moving the 1 14i TOLLAND, CONNECTICUT, AND CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. 5. All catch basins). Z signature of the Town of South Windsor. ies, that may be required in 131ack and white transparent mylars of sheet #2 and 3 with the above modifications, 2. PARCEL IS LOCATED IN ZONE AA-30. 6� All casement% for conservation purposes, drainage or utilit together with three blueprint copies of the entire set of plans must be submitted to this subdivision, rriust be submitted on standard Town 3. TOTAL AREA OF SUBDIVISION =8.13 ACRES connection with the approval of this -Ior to filing the mylars and Commission within 30 days to be stamped and signed. The letter of approval of this cments and 4. OWNER: PAUL G. KUEHN easement form where appropriate, to this Commission pi Commission must be reproduced on the mylars. / le ,n space, public improv 155 GREENWOOD DRIVE issuance of building permits. All deeds for opc SOUTH WINDSOR, CT 060 roadways must be submitted prior to request for Town acceptance; all deeds must be After the Commission has signed the mylars, they will be returned to you for filing in the RICHARD G. MULLER r accepting deeds and must be approved bv the in accordance with the policy 150 office of the Town Clerk by -January 25, 1998. After filing these plans, a copy of the receipt 383 FOSTER STREET APPLICANT: ANDRE K. CHARBONNEAU & DANIEL LANZA Frigineering Department and Town Attorney. must be submitted to the Planning Department. I SOUTH WINDSOR, CT 524 SULLIVAN AVENUE SOUTH WINDSOR, CT 060 Very truly yours, 5. NO DISTURBANCE GREATER THAN 1/2 ACRE IS PROPOSED FOR THE DEVELOPMENT OF THESE PARCELS. ROBERT C. & t'_LALN�NING & ZONING COMMISSI ON V) 6. HORIZONTAL AND VERTICAL CONTROL IS BASED ON M.D.C. DATUM. 0 91 BIRCH HILL DRIVE cli 0 SOUTH I., WINDSOR, CT (_,J42 t Z I / N 7. PARCEL IS LOCATED IN FLOOD ZONE 'C', AREA OF MINIMAL FLOODING GLORIA C. BARR b PER FIRM FLOOD INSURANCE MAP 090036, PANEL 00038, RLSsell G. I_-Vack Cha�rman/ 1-bro TOWN OF SOUTH WINDSOR. 4 GRADES ARE TO 7. NO DISTURBANCE AT LOT CORNERS IS PROPOSED. REMAIN UNCHANGED. T 8. LOT 1 IS SUBJECT TO THE FOLLOWING, AS OF RECORD MAY APPEAR: co KEWN E. & MARGARET C. MINGUY N 19'57'46' E A. A RIGHT OF WAY OVER THE PORTION OF THE PARCEL SHOWN AS LAUREL LANE. 387 FOSTER STREET bl.9U' /1� SOUTH WINDSOR, CT -.11,88111 13. A 20 FOOT RIGHT OF WAY IN FAVOR OF RICHARD G. MULLER AS SHOWN HEREON. S 23*20'57" W C. EASEMENTS FOR UTILITIES IN FAVOR OF S.N.E.T. & NORTHERN CONN. POWER CO. 390-52 / R 7 D. A CAVEAT FOR WATER & SEWER. EVANS E. & 75� ANN-MARIE KING 553.0o, P.O. BOX 1388 LOWELL MA 0 1 0-53 50' Rear Yard 911± 7� F vr e r vos I? �Vl rob LOT 2 'a 100,740 S. F. r,5:9 V) 2.31 ACRES C14 1:2 00 C14 LOT 1 0) 16 253,655 S.F. 5v& .% .3 rob 04 00 5.82 ACRES QCj 75 nq ANTONIO R. & P_ sting pa�.�d -ist drive ANA MARIA CARAGO 177 GREENWOOD DRIVE (D t100 L0 SOUTH WINDSOR, CT Cn tn C; C, Ln, C14 to C14 -e I ROBERT J. & t a Cn UWJ t I LUCILLE M. IGNAGNI Z 111 BIRCH HILL DRIVE A=05*18'13" C) 'i cli R=200.00' SOUTH WINDSOR, CT 0 T=9.26' ZO FExisting House I L= 18.5 1' 0 C14 0 154'± FF.=360.7 N va si 0.\ ;0 77 110, CL&P/ 0. CL&P//E/ASEMENT -Z C6 X ILA 0. C) va 50' Front Yard J_ r - - - - _J 3ci V:=153.99@ L __i 01 / �',_ V,- oV%A 1b 7- �.A 71'± 4b is CB 5 / \ 0 01 V) �d ,- V 20' SLOPE RIGHTS- TF=352.49 RESERVED INV=346.81 (W) 1 INV=346.78(N) 15 CONSTRUCTI N INV=346.66 OUT 15" SMH -bo ENTRANCE \ /,\ . I I " - - - - - - - - - - - - TF=347.27 REMOVE EXISTING SEE DETAIL N 175,309.672 I E 206,549.5163 10' CLA�`P E��SEMENT INV=333.24 PAVEMENT AND CURB I / , i _ __ _ _ - - -_ -_ -_ -_ -_ - RESTORE TO LOAM & Irss STUB S8 - - - - - - ABLE- - - - - - - - - - - - - - - - INV=342.4± - - - - - - - - - - - 300.00' - - - - - - - - - - - 352 - - - - - - - - - SEED .61, / ____ 328.60' ELEC S 19'17'35 W op, 4'CONC. )Sight\disFcnce 3M -4 0 ELEC ELE LAWERENCE M. & A=75'31:'21' 15"RCP 111L JOAN L. MURPHY R=25.00' V) 0 110f T PVC SEWER PVC SEWER T=19.36',' I IVT 133 GREENWOOD DRIVE J S INV=342.7� 9* WATER MAIN L=32.95' C SEWER GREENWOOD DRIVE ROBERT L. KAMINSKI SOUTH WINDSOR, CT g wATER_�kMN_ 4 121 BIRCH HILL DRIVE SOUTH WINDSOR, CT CB2 TF=357.2 2I.SZ011, ILLUJ2. SMH INV=352.73 15' RCP INV=352.7 6'PVC TF=354.29 L, 6 REPLACE FRAME AND COVER INV=342.81 TF=352.42 INV=346.94 OUT KATHRYN A. MARRA SCHEUSTER & -SMH WITH STORM MH FRAME & MARY G. BEY INV=347.2 6"PVC 166 GREENWOOD DRIVE NORMA M. CHRISTIE TF=358.29 COVER CURB 152 GREENWOOD DRIVE SOUTH WINDSOR, CT 180 GREENWOOD DRIVE INV=347.84 PROVIDE NEW BIT. SOUTH WINDSOR, CT SOUTH WINDSOR, CT APPROX. 115 LF. RONALD & AGNES M. URDANICK EMOVE EXISTING BIT. CONCRETE PAVEMENT 123 GREENWOOD DRIVE CONSTRUCT NEW CONCRETE SIDEWALK IN SOUTH WINDSOR, CT ACCORDANCE WITH TOWN SPECIFICATIONS CB 1 ZONING TABLE TF=357.68 LIE"AIADV 0 TnDl�Cl I /All 0 flo1cf117 HENRY R. & EVELYN L. ASK 131 BIRCH HILL DRIVE SOUTH WINDSOR, CT Approved by the Town of 3OUTrl VVIndsor rPlanning ok Zoning UL)FTIrTIIZ:i:SIUfI Chairman Date INV=353.88 INV=355.2 4" Footing Drain REPLACE FRAME AND COVER WITH STORM MH FRAME & COVER -PROVIDE NEW CATCH BASIN. CONNECT TO EXISTING STRUCTURE WITH 8 L.F. 1TRCP. MIN. SLOPE=1.0% TF=358.3± INV.=353.96± ROBERT J. SANTUCCI 122 GREENWOOD DRIVE SOUTH WINDSOR, CT ZONE AA-30 REQUIRED LOT 1 PROVIDED 2 PROVIDED MINIMUM LOT AREA 30,000 S.F. 253,655 S.F. 100,740 S.F. MINIMUM WIDTH 150' 300' 150.19,$ MINIMUM DEPTH 150, 5101± 3001± FRONT YARD SETBACK 50' 50'+ 501+ -MINIMUM MINIMUM REAR YARD SETBACK 1 50, 50'+ 501+ .MINIMUM SIDEYARD SETBACK 1 20' 20'+ 1 20'+ _J __ - ____ __ ..., .---- . I.- 1U 1HE bfL-')l Of MY KNUWLLUCiL ANU tfLL1tt-, IHI,�> MA1- SUBSTANTIALLY CORRECT AS NOTED HEREON. aw t 1j2 . jjj�� 8-12-97 L.S. 10839 KENNETH R. PETERSON DA TE REGISTRATION NO. DEBORAH A. BELLODY 55 JUDGE LANE SOUTH WINDSOR, CT STEPHEN M. & ELIZABETH J. STETSON 47JUDGE LANE SOUTH WINDSOR, CT KAREN & JAMES R. MCGINN 192 GREENWOOD DRIVE SOUTH WINDSOR, CT REVISIONS 11-26-97 BY S.E.J. LLJ _J LLJ 0 4 "1' JANE E GNESS 38 ANDMAR LANE SOUTH WINDSOR, CT... 4 f 4 .-W 4 _7 �,N v, k 4 WILLIE F. & KAREN H. ALTHAMMER 70 JUDGE LANE SOUTH WINDSOR, CT RFPwARn Ar STEVANIE A. DEMKO 60 JUDGE LANE SOUTH WINDSOR, CT THOMAS E. & DEBORAH D. STALEY 48 JUDGE LANE SOUTH WINDSOR, CT ?I LEGEND 4 Z, Iron Pin to be set Existing Iron Pin 0 Proposed Contour Existing Contour ---------- M4--- 40 20 0 40 ao 120 GRAPHIC SCALE 1"=40' X RESUBDMSION PLAN �4- LAND OF PAUL KUEHN GREENWOOD DRIVE RESUBDIVISION MOUNTAIN LAUREL ESTATES PREPARED FOR ANDRE K. CHARBONNEAU & DANIEL LANZA�',. SOUTH WINDSOR, CONNECTICUT GARDNER & PETERSON ASSOCIATES 178 HARTFORD TURNPIKE TOLLAND, CONNECTICUT PROFESSIONAL ENGINEERS LAND SURVEYORS SCALE DATE SHEET NO. MAP NO. 1"=40' 8-12-97 2 OF 4 7677-Rl 44 " 4 �. - , ; i'� 11 V. 11A %--A" OvIt 4�6 i ir�e* �k i 45, . fffih. _A 1-7 L ;Z 11 9 riw, .4 -s, -4 - ,�% 4 �i �4. �, 0. & N ?"1111 1 F EVELYN M. MADDALUIVV 61 BIRCH HILL DRIVE SOUTH WINDSOR, CT KEVIN E. & MARGARET C. MINGUY 387 FOSTER STREET SOUTH WINDSOR, CT D / / / r / z / m � , A 2 - / / w rn rn 1 1 I I { 1 I 1 I I I I "ICHARD A. & OLE S. STROUD IRCH HILL DRIVE FH WINDSOR, CT �o w / rn w � / rn JOANN CARON-PRESCOTT 41 BIRCH HILL DRIVE SOUTH WINDSOR, CT KURT NIEMIEC & KIMBERLY FISCHER 42 BIRCH HILL DRIVE SOUTH WINDSOR, CT \ CONCORDIA LUTHERAN CHURCH a�DONALD R.R&�r 414TFOSTER �STREET MUM L J. r"HICILLC � JVV I r1 YYIIVUJVR, V I 6 BIRCH HILL DRIVE SOUTH WINDSOR, CT \ \ MICHAEL E. & \ \ LAURA M. SOCHA 9 BIRCH HILL DRIVE \ \ SOUTH WINDSOR, CT \ O \ hry h� SOUTH WINDSOR, CT RENE C, KENYON M a� 21 BIRCH HILL DRIVE \ \ SOUTH WINDSOR, CT -- 344 J1 - - - 346 / MARJORIE HUTENSKY 28 BIRCH HILL DRIVE ccn, rru u/,uncno nr Jvv 1 n rr11p1UJv1<, k..I RICHARD ERIK'SSON 18 BIRCH HILL DRIVE SOUTH WINDSOR, CT WILLIAM A. RIDDLESWORTH 31 BIRCH HILL DRIVE EDWIN D. JR & J. MARSHALL REED 399 FOSTER STREET SOUTH WINDSOR, CT / \ JEFFREY MCGILL I 1 66S0g W 400 FOSTER STREET / / .\ 1 \� I N '' I I � , / N — p+�L,•ate , .. _i r •.a., ` r�*' . � roc: ,J J' J Ali n. p r Y d•n r j p' �4 • Y r , / / r \\ ,- SOUTH WINDSOR, CT / i .' I i 380.92' 11 \\ ,'r This area subject to a right of I I � \� / way over Laurel Lane, so called j �'/ `� N 65'20'00 W / 1 V 212.50' LA REl LA�. ! / \ / i N 69'32'35 Wes- — 100.00' �\ Easement for Laurel Lane over a portion I \ NE \\ �' \ / -- �y- --� of land of Kevin I& Margaret Min9uY ------342--' \ \ Lot 1 // Z /S 6TO1'14" / �i �I I �� / -` / � PAUL-G...- KUEHN�_ / TOWN OF AAR SOUTH WINDSOR T Y Y Y Y Y I 1J- ' / 155 GREENWOOD DRIVU- SOUTH WINDSOR, CT \ ` LkuU\ / � ' -' ' CONC. MON. TO BE SET S 66'54'48 E 6457 o kr N i / / ! I / I ! . � � 662.58' ______�3g_ CONC. MON. TO BE SET o` \ 1 --------- \,, 174,487.1848 E 20963 '56O/ //',,, ----------------------------------- / I / 16Q CLOVER DRIVE / \ -SOUTH WINDSOR, CT 00 /�� I Maw ,% i !/ z 4 /// I �� \\ / p, , h h / / 1 / 1 "� I �`__ ' RICHARD W. & h ^;a CV / DIANNE SALKELD GERALD E. & -- - / 48 CLOVER DRIVE POULINCY H N AN. MICHAEL R. & MOO YONG & V. CAROL KINDER \ / SOUTH WINDSOR, CT 34 CLOVER DRIVE MARJORIE B. CONTE HEA J00 LEE 381 FOSTER STREET \\l W I / SOUTH WINDSOR, CT 22 CLOVER DRIVE 12 CLOVER DRIVE CAROLYN E. SCHWARTZ SOUTH WINDSOR, CT \ ' I / SOUTH WINDSOR, CT SOUTH WINDSOR, CT 2 CLOVER DRIVE { r;, 0011T14 WlNng11RrT \\ O 1 I I I I I 1 MCID�. I M a�' NOTES: 1. THIS SURVEY AND MAP HAVE BEEN PREPARED PURSUANT TO THE REGULATIONS OF THE STATE OF CONNECTICUT STATE AGENCIES, SECTIONS 20-300b-1 THROUGH 20-300b-20, "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT". THIS IS A RESUBDIVISION PLAN AND IS A RESURVEY OF "OTHER LAND OF PAUL G. KUEHN" AS SHOWN ON A PLAN ENTITLED "SUBDIVISION PLAN MOUNTAIN LAUREL ESTATES IN SOUTH WINDSOR, CONNECTICUT" DATED 10-21-86, REVISED 6-2-87, SHEET 2 OF 14, PREPARED BY GARDNER & PETERSON ASSOCIATES TOLLAND, CONNECTICUT, AND CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. 2. PARCEL IS LOCATED IN ZONE AA-30. 3. TOTAL AREA OF SUBDIVISION =8.13 ACRES 4. OWNER: PAUL G. KUEHN 155 GREENWOOD DRIVE SOUTH WINDSOR, CT 060 APPLICANT: ANDRE K. CHARBONNEAU & DANIEL LANZA 524 SULLIVAN AVENUE SOUTH WINDSOR, CT 060 5. NO DISTURBANCE GREATER THAN 1/2 ACRE IS PROPOSED FOR THE DEVELOPMENT OF THESE PARCELS. 6. HORIZONTAL AND VERTICAL CONTROL IS BASED ON M.D.C. DATUM. 7. PARCEL IS LOCATED IN FLOOD ZONE 'C', AREA OF MINIMAL FLOODING PER FIRM FLOOD INSURANCE MAP 090036, PANEL 0003B, TOWN OF SOUTH WINDSOR. 7. NO DISTURBANCE AT LOT CORNERS IS PROPOSED. GRADES ARE TO REMAIN UNCHANGED. 8. LOT 1 IS SUBJECT TO THE FOLLOWING, AS OF RECORD MAY APPEAR: A. A RIGHT OF WAY OVER THE PORTION OF THE PARCEL SHOWN AS LAUREL LANE. B. A 20 FOOT RIGHT OF WAY IN FAVOR OF RICHARD G. MULLER AS SHOWN HEREON. C. EASEMENTS FOR UTILITIES IN FAVOR OF S.N.E.T. & NORTHERN CONN. POWER CO. D. A CAVEAT FOR WATER & SEWER. CLOVER DRIVE TOWN OF SOUTH WINDSOR ' •. '"i,J MIS+' "^ h " ARTHUR P. KARAHALIOS 371 FOSTER STREET GUY A. MATTRAN & SOUTH WINDSOR, CT EILEEN M. REDDEN 0 1 CLOVER DRIVE G� =0 SOUTH WINDSOR, CTr 40 20 0 40 80 • _ 1 0 s•*:ir. !LZ yby y,. a0 GRAPHIC SCALE 1"=40' i -x°• — Z ROSARIO R. ANGELICA No 36 INDIAN TRAIL D SOUTH WINDSOR, CT RESUBDIMSION PLAN z LAND OF PAUL KUEHN --� GREENWOOD DRIVE RESUBDIVISION D MOUNTAIN LAUREL ESTATES r PREPARED FOR TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 8-12-97 L.S. 10839 HEN YR P TORCELLINI P.E.086192 KENNETH R. PETERSON DATE REGISTRATION NO. as .r ',A • .,e .. . ., u .. ..'. ... ._. ' r .. 'a .. .. -.., -• .. •..�' .,� ,II, y'Y.. l.,` , I A. - .�` j� �Irl� F.,.. ka _ - llfiF ... .,., .� � .' -.. .,. .. �. ., .., 1.., .. .. •l ,. . a .. �.,, S J.•. .:'i•. _y� "'S... L.j�rC•'.Y, d.-....: YM/. S,a1+,a:�:� 1. •,.x�.�.�} u J...7r,..r.. S'.... .f.. tW-.Ti_i'fi a + - _ i ♦. �,,.� .'� y.n,: �i :'•#..�, 'A . _ � 4. . �A� I x } ..,y. /, J3 -. � 5 !: �.�. i ..* ... `.�K . �. v}'�' ...�- -_- - �, 1� . i r. GENERAL EROSION AND SEDIMENT CONTROL NOTES 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE "GUIDELINES FOR SOIL ConCInki Akin crnILJENT CONTROL BY THE CONNECTICUT COUNCIL ON FOR JVIL CR VJIVIV /11VU JLUIIVI LIV 1 VVIV 11\VL SOIL AND WATER CONSERVATION. 2. ALL SEDIMENT CONTROL PRACTICES AND MEASURES SHALL BE CONSTRUCTED, APPLIED AND MAINTAINED IN ACCORDANCE WITH THE APPROVED SEDIMENT CONTROL PLAN. 3. TOPSOIL REQUIRED FOR THE ESTABLISHMENT OF VEGETATION SHALL BE STOCKPILED IN THE AMOUNT NECESSARY TO COMPLETE THE FINISHED GRADING OF ALL EXPOSED AREAS. 4. AREAS TO BE FILLED SHALL BE CLEARED, GRUBBED AND STRIPPED OF TOPSOIL TO REMOVE TREES, VEGETATION, ROOTS OR OTHER OBJECTIONABLE MATERIAL. 5. ALL FILLS SHALL BE COMPACTED AS REQUIRED TO MINIMIZE EROSION, SLIPPAGE, AND SETTLEMENT. FILL INTENDED TO SUPPORT STRUCTURES, DRAINAGE, ETC. SHALL BE COMPACTED IN ACCORDANCE WITH THE APPROPRIATE STATE AND/OR LOCAL SPECIFICATIONS. 6. FILL MATERIAL SHALL BE FREE OF BRUSH, RUBBISH, LARGE ROCKS, LOGS, STUMPS, BUILDING MATERIAL, COMPRESSIBLE MATERIAL, AND OTHER MATERIALS WHICH MAY INTERFERE WITH OR PREVENT CONSTRUCTION OF SATISFACTORY FILLS. 7. FROZEN MATERIAL OR SOFT MUCKY OR HIGHLY COMPRESSIBLE MATERIALS SHALL NOT BE INCORPORATED INTO FILLS. 8. FILL SHALL NOT BE PLACED ON A FROZEN FOUNDATION. 9, ALL BENCHES SHALL BE KEPT FREE OF SEDIMENT DURING ALL PHASES OF DEVELOPMENT. 10. SEEPS OR SPRINGS ENCOUNTERED DURING CONSTRUCTION SHALL BE HANDLED IN ACCORDANCE WITH SOUND CONSTRUCTION PRACTICE. 11. ALL GRADED AREAS SHALL BE PERMANENTLY STABILIZED IMMEDIATELY FOLLOWING FINISH GRADING. IF FINISH GRADING IS TO BE DELAYED FOR MORE THAN 30 DAYS AFTER DISTURBANCE IS COMPLETE, TEMPORARY SOIL STABILIZATION MEASURES SHALL BE APPLIED. AREAS LEFT OVER 30 DAYS SHALL BE CONSIDERED "LONG TERM" AND SHALL RECEIVE TEMPORARY SEEDING WITHIN THE FIRST 15 DAYS. 12. SITE IS TO BE GRADED TO PERMIT THE USE OF CONVENTIONAL EQUIPMENT FOR SEEDBED PREPARATION, SEEDING, MULCHING, AND MAINTENANCE UNLESS OTHERWISE SPECIFIED IN THE PLANS. 13. CUT AND FILL SLOPES SHALL NOT BE STEEPER THAN 2:1. TOPSOIL SHALL BE SPREAD TO A MINIMUM DEPTH OF 4". ADDITIONAL TOPSOIL MAY BE REQUIRED TO MEET MINIMUM DEPTHS. NO TOPSOIL SHALL BE REMOVED FROM THIS SITE. 14. APPLY SEED UNIFORMLY BY HAND, CYCLONE SEEDER, DRILL CULTIPACKER TYPE SEEDER, OR HYDROSEEDER (SLURRY INCLUDING SEED AND FERTILIZER). NORMAL SEEDING DEPTH IS FROM 1/4" TO 1/2" INCH. HYDROSEEDING WHICH IS MULCHED MAY BE LEFT ON THE SOIL SURFACE. 15. WHERE FEASIBLE, EXCEPT WHERE EITHER A CULTIPACKER TYPE SEEDER OR HYDROSEEDER IS USED, THE SEEDBED SHOULD BE FIRMED FOLLOWING SEEDING WITH A ROLLER OR LIGHT DRAG. 16. FERTILIZER AND LIME ARE TO BE WORKED INTO THE SOIL AS NEARLY AS PRACTICAL TO A DEPTH OF 4 INCHES WITH A DISC, SPRING TOOTH HARROW OR OTHER SUITABLE EQUIPMENT. THE FINAL HARROWING OR DISC OPERATION SHOULD BE ALONG THE CONTOUR. 17. REMOVE FROM THE SURFACE ALL STONES TWO INCHES OR LARGER. REMOVE ALL OTHER DEBRIS SUCH AS WIRE, TREE ROOTS, PIECES OF CONCRETE, OR OTHER UNSUITABLE MATERIALS. 18. INSPECT SEEDBED BEFORE SEEDING. IF TRAFFIC HAS LEFT THE SOIL COMPACTED, THE AREA MUST BE RETILLED BEFORE SEEDING, THEN FIRMED AS DESCRIBED ABOVE. 19. WHERE GRASSES PREDOMINATE, FERTILIZE ACCORDING TO SOIL ANALYSIS, OR SPREAD 300 POUNDS OF 10-10-10 OR EQUIVALENT PER ACRE (7.5 POUNDS PER 1000 S.F.). 20. CALCIUM CHLORIDE WILL BE AVAILABLE FOR DUST CONTROL ON GRAVEL TRAVEL SURFACES. HAY BALE APPLICATIONS Sheet Flnw Annlirntinng 'rr••--- 1. Bales shall be placed in a single row, lengthwise on the contour, with ends of adjacent bales tightly abutting one another. 2. All bales shall be either wire -bound or string -tied. Bales shall be installed so that bindings are oriented around the sides rather than along the tops and bottoms of the bales to prevent deterioration of the bindings. 3. The barrier shall be entrenched and backfilled. A trench shall be excavated the width of a bale and the length of the proposed barrier to a minimum depth of 4 inches. After the bales are staked and chinked, the excavated soil shall be backfilled against the barrier. Backfill soil shall conform to the ground level on the downhill side and shall be built up to 4 inches against the uphill side of the barrier. Ideally, bales should be placed 10 feet away from the toe of slope. 4. Each bale shall be securely anchored by at least two stakes or rebars driven through the bale. The first stake in each bale shall be driven toward the previously laid bale to force the bales together. Stakes or re -bars shall be driven deep enough into the ground to securely anchor the bales. 5. The gaps between bales shall 'Be chinked (filled by wedging) with straw to prevent water from escaping between the bales. (Loose straw scattered over the area immediately uphill from a straw bale barrier tends to increase barrier efficiency.) In sloping areas where surface flow follows the bale line, perpendicular bale checks shall be installed at appropriate intervals (100 feet Maximum). 6. Inspection shall be frequent and repair or replacement shall be made promptly as needed. 7. Bale barriers shall be removed when they have served their usefulness, but not before the upslope areas have been permanently stabilized. TEMPORARY SEEDING SCHEDULE SPECIES LBS/ACRE LBS/1000SF SEEDING DATES ANNUAL RYEGRASS 40 0.9 3/1-6/15, 8/1-10/1 WINTER RYE 40 0.9 4/15-6/15, 8/15-10/1 SUDANGRASS 11 0.25 5/15-8/15 TEMPORARY SEEDING IS NOT LIMITED TO THE SPECIES SHOWN. OTHER SPECIES RECOMMENDED BY THE SCS OR AS LIMITED BY SITE CONDITIONS MAY BE USED. STRAW MULCH IS TO BE APPLIED TO SEEDED AREA AT THE RATE OF 1-1/2 TO 2 TONS PER ACRE, 70 TO 90 LBS. PER 1000 SO. FT. FINAL SEEDING SCHEDULE: PROVIDE 4 INCHES OF TOPSOIL MINIMUM, FREE OF ROOTS, LARGE STONES, AND OTHER OBJECTS. SPECIES LBS/ACRE LBS/1000SF SEEDING DATES KENTUCKY BLUEGRASS 40 0.90 4/15-6/15, 8/15-9/15 CREEPING RED FESCUE 120 2.75 PERENNIAL RYEGRASS 40 0.90 CONSTRUCTION SCHEDULE & EROSION & SEDIMENT CONTROL CHECKLIST PROJECT NAME: RESUBDIVISION PLAN LOCATION: SOUTH WINDSOR, CT PROJECT DESCRIPTION:2 BUILDING LOTS AND OTHER LAND OF PAUL KUEHN PARCEL AREA:8.13 ACRES RESPONSIBLE PERSONNEL:PAUL KUEHN WORK DESCRIPTION EROSION & SEDIMENT CONTROL MEASURES DATE INSTALLED INITIALS ESTABLISH CONSTRUCTION ENTRANCE INSTALL ANTI TRACKING PAD INSTALL EROSION CONTROL WHERE SHOWN ON PLAN ROUGH GRADE SITE MAINTAIN EROSION CONTROLS UNTIL STABLE GROWTH IS ESTABLISHED REMOVE EROSION CONTROLS ONCE SITE IS STABILIZED I � PROJECT DATES: DATE OF CONSTRUCTION START DATE OF CONSTRUCTION COMPLETION EROSION AND SEDIMENT CONTROL PROCEDURES SHALL ESSENTIALLY BE IN ACCORDANCE WITH THESE PLANS, AS REQUIRED BY TOWN REGULATIONS, AND THE MANUAL, "GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL" FOR CONNECTICUT, BY THE COUNCIL ON SOIL AND WATER CONSERVATION, 1985, REVISED TO 1988. EXISTING PAVEMENT ° d A �- ° e e ° ° e • � r , ' 1. ... . .. � �--� -12"MIN- 12"MIN- TRENCH WIDTH VARIES I I SEE TYPICAL f TRENCH SECTION SECTION N.T.S. 6" TO 12' BELOW GRADE STEEL BAR 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 MATCH EXISTING, IF GREATER) M 04 6' (COMPACTED) PROCESSED TRAPROCK BASE.- M 05.01. 6' (COMPACTED) PROCESSED GRAVEL SUBASE OVER COMPACTED SUBGRADE TRENCH �BACK FILL) M.02- GRADE, B OR PROCESSED TRAPROCK) NOTES 1. ALL SAW CUT AND SEALED JOINTS TO BE EITHER PARALLEL WITH, OR PERPEN- DICULAR TO, THE CENTERLINE OF THE PIPE. 2. ALL MATERIALS ARE TO MEET FORM 814A, AS AMENDED PERMANENT PAVEMENT PATCHING DETAIL NOT TO SCALE FINISHED GRADE DIRECTION OF FLOW T-WYE' T-WYE' CAP 6" PVC. 45 DEGREE BEND 3/4" BROKEN TRAPROCK UNDER BEND TYPICAL CLEANOUT NOT TO SCALE PERMANENT PATCH TREATMENT EXISTING 12" PAVEMENT SQUARE CUT AND INSTALL JOINT FILLER MATERIAL 6" SEINER 0 PERMANENT PATCH (SEE SPEC. BELOW) �-- 12 4" MIN. OR MATCH EXISTING PAVEMENT DEPTH, WHICHEVER IS GREATER 4" COMPACTED PROCESSED GRAVEL BANK RUN GRAVEL (DEPTH VARIES) SAND PERMANENT PATCH. - TEMPORARY PATCH, IF REQUIRED, SHALL BE REMOVED, EXISTING PAVEMENT CUT BACK 12" MINIMUM (OR AS DIRECTED) FROM THE TRENCH TO MAKE A NEAT CLEAN SQUARE JOINT AND OVERLAP ORIGINAL SUBGRADE. A MINIMUM UNIFORM 4" DEPTH SHALL BE EXCAVATED, CARE MUST BE TAKEN TO REMOVE ALL LARGE STONES AND UNSUITABLE MATERIAL, THE AREA SHALL THEN BE THOROUGHLY COMPACTED. A HOT POURED RUBBER COMPOUND JOINT SEALER SHALL BE APPLIED TO THE CLEANED SQUARE EDGES. A HOT BITUMINOUS CONCRETE MIN (CLASS I-D.O.T. SPECS) SHALL BE APPLIED IN TWO 2" (ROLLED) LIFTS. A MINIMUM 2 TON ROLLER IS REQUIRED FOR EACH LIFT. THE FINAL LIFT SHALL BE EVEN WITH EXISTING PAVEMENT AND CROSS ROLLED IN ADDITION TO THE NORMAL ROLLING AFTER FINAL ROLL. ,JOINT SEALER SHOULD BE APPLIED ALONG THE JOINT AND EDGES TO CLOSE ANY REMAINING VOIDS AND SEAL EDGES. A STONE DUST SHALL BE APPLIED PRIOR TO OPENING TO TRAFFIC. EXISTING PAVEMENT d ° d A ° �- e ° e e ° A -12"MIN- -12 MIN - TRENCH WIDTH VARIES SEE TYPICAL FRENCH SECTION SECTION N.T.S. '0"C 0/ 00 00C C O 0 000 00C O C C OT C 12' o J�C 0 o o°o° �o o°o� 30000. -)°O°c 6' 3o°o°o°o°o°o°o°c )OOOOOOnOnononof 0 0 0 - n I I - \-I - U - U - 7 1711-11111111111111 BALM T AK Y SEVVER I KEINUrl UE T AIL SAW CUT AND SEAL JOINT WITH TACK COAT M 04.01 2" (COMPACTED) CLASS 2 BITUMINOUS -CONCRETE SURFACE COURSE (OR MATCH EXISTING, IF GREATER) M 04 7" (COMPACTED) PROCESSED TRAPROCK BASE.- M.05.01 6' (COMPACTED) PROCESSED GRAVEL SUBASE OVER COMPACTED SUBGRADE �TRENCH BACK FILL) M.02- GRADE, B OR PROCESSED TRAPROCK) APPROVED BACK FILL PLACED AND COMPACTED IN 12" LAYERS (OR AS OTHERWISE APPROVED) NO STONE LARGER THAN 3" NOTES 1. ALL SAW CUT AND SEALED JOINTS TO BE EITHER PARALLEL WITH, OR PERPEN- DICULAR TO, THE CENTERLINE OF THE PIPE. 2. ALL MATERIALS ARE TO MEET FORM 814A, AS AMENDED TEMPORARY PAVEMENT PATCHING DETAIL FINISHED GRADE 4' LOAM & SEED (AS REQUIRED) BACKFILL PLACED AND COMPACTED IN 12' LAYERS (SELECT FILL TO BE USED IN PAVED AREAS, CLEAN RANDOM FILL TO BE USED IN OTHER AREAS SAND FILTER FABRIC BEDDING MATERIAL SHALL BE 3/8' TO 3/4' CRUSHED STONE PLACED AND COMPACTED IN 6' LAYERS TO TOP OF PIPE. GRAVEL FILL AS DIRECTED BY ENGINEER WHEN UNSUITABLE MATERIAL IS ENCOUNTERED HENRY P. TORCELLINI P.E.08602 PLACEMENT AND CONSTRUCTION OF A SYNTHETIC FILTER BARRIER 1. SET POSTS AND POSTS EXCAVATE A 6" X 6" TRENCH; SET POST f" DOWNSLOPE. �I ` 1000 r 11-III- 12" MIN. I_I I III DEPTH 3. ATTACH FILTER FABRIC FILTER TO THE WIRE FENCING FABRIC AND EXTEND IT TO THE TRENCH. i t-1 I I-1 IL �I I I-1 BOTTOM OF DRAINAGEWAY 0 PLAN VIEW 400 00 �.� ♦- SLOPE DIRECTION SLOPE DIRECTION ' CSOILILE r SLOPE DIRECTION PLACE HAYBALE OR SILT FENCE AT DOWNGRADE LIMIT OF STOCKADE STOCKADE EROSION PROTECTION DETAIL N.T.S. 2. STAPLE THE SILT - FENCING TO FFNCF END POST. II� COMPACTED BACKFILL 4. BACKFILL THE +' TRENCH AND COMPACT THE EXCAVATED SOIL. ' /I INNS\� g■■■■■\� i�■■■■■I ■■■■■■■\.----------- ■■■■■■�' ■■■■■■1 ■■■■■■■■■■o ■■■■■■■� \■■■■1 ■■■■■■■■■■o ■■■■■►. ■■l ■■■■■■■■■■o ■■■ �■1 ■■■■■■■■■■� ■�� CONSTRUCTION ENTRANCE Erosion & Sediment Control Narrative The proposed resubdivision plan at Mountain Laurel Estates contains 8.13 acres. The parcel will be divided into two building lots containing 5.82 and 2.31 acres The 5.79 acre building lot contains an existing house and driveway. Each building lot is served by public water and sanitary sewer system. All erosion control measures shall be maintained and upgraded as needed until�'staile vegetative growth has been established. At all times erosion of exposed and stockpiled materials shall be prevented using measures specified in these plans. Proposed soil erosion and sediment control measures were designed using criterit forth by the Tolland County Soil and Water Conservation District, and the publication gjlnecticut Guidelines for Soil Erosion and Sediment Control, revised to 1988