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HomeMy WebLinkAbout04-72P_BRIGHTMAN CIRCLE_MILLER ROAD & NEVERS ROADMILL�,R ROO �D � NE E' S RU D SUUT � WINDS � R COO NNECTICUT ® \��.�`' vGZ� GREEN�4,4eGQtF COURSE �4.�` S o a prepared by*�� � CC -- S� Q R� E7J 7E7RRY Q 5PH00< a Rp0 0 OLD qEp jNLOL/fE• A/ANAr"Dvr AREA ■ VINTAGE LANE e'Siign �y 'f'O ���yR YROQD z 3 rofessionals, inc. �° o civil engineers • planners • surveyors -�4 o �4�� °P �, LINDA a x Zoning Data B/DCk landscape architects • CIS • CPS Fq O o� m LANE a 9�F 'moo 00,� °y, <� a w r FRANK AAMMOM'IR ZONE: AA-30 O�'� A� ��r►O ✓ N 0�' p� R° Q 2F X ITEM REQUIRED/ALLOWED PROVIDED 165 South Satellite Road �a �CF FR �O 4° N� 5� a Minimum Lot Area 30,000 s ft. 30,120 S.F. �4. OJT �P R1 VER ROCKLEDGE >�� SANCTUARY q• South Windsor, CT 06074 O � ���� Minimum Lot Width 150 ft. 150.00' Z� Minimum Lot Depth 150 ft, 205.51' (860) 291-8755 FAX (860) 291-8757 cR�� Qs DRIVE r*Ix , � rn Front Yard 50 ft. 50 min. Rear Yard 50 ft. 50' min. WWW.designprofessionalainc.com DRi� ��Q �P ?� �G ;0 Side Yard 20 ft. 20' min. ,CC ! SRO A Lot Coverage 15% max. 6.7% max. O S C� iMLL0H9RV6W t�0 vP GOLF CWAtW _� WOOD POND ROAD Q' �O DRIVE HAYSTA K A" Is,m CORNFIELD KAREN WAY OQFFr M o LANE o 4 _ MILLER v v 13 LIES RRY m VE ROAD o 4 DR( = CIRCLE VIRGINIA as Q ROAD CIRCLE 'i!/� r'' Q BERLE ROAD �FR o �►d►LD 00 ui O a CHRISTINE O CIRCLE ROAD N a �' o LANE Zo ROSEMARY LANE\ o o EP HAZEL STREET z o�.�' N R �o FINAL PLANS NANOVi~R S� MARK 0 LANE o,,, DRIVE v ASH ROAD Q `� �, TOWN OF SOUTH WINDSOR v BISSELL c, ¢ -' O Q-Q AU HORIZED CHAPIN COURT,, SIGNATURE STREET (Pvt) o a LAKE a P�O� Q ��LARRY STREEi� WA PING ���°� ziWPAWY h'fNDSH��� ��t �9 �p00p s DATE: /0 u� VENU Pvt) (Pvt) �� 194 AYERS IL ROAD o SAC�Ng1y G,p +� pRGWER7Y SWOCY o¢ �� S _ IX MM A syr� s�avaa COURT (Pvt) �_ OA1lNE71 Y o HILLSDALE ROAD 4 LAND Pi�fS�R m� CH,4RLES N. ENES �� O y MOUNTAIN Of VIEW ROAD CEN7F/? STpN SHAGBARK D VISTA DR VE Ng CRO SINC O qP� RoFHFN ROAD o 0 (Pvt.) C� K oQ q0 GF 0� x Q) N�"it74S rv� J�' o {0 "N r� o RrHO m� P�O� 04� a SOS `''f7REHivut 2E °��� v ONc z p 4 �� CD 74 �� = QVB ✓ �n� DESIGN PROFESS/ONAL S, INC L OCA T/ON PL AN SCAZE I SHEET INDEX 1 COVER SHEET 2 KEY MAP 3 PROPERTY SURVEY NOTES: THESE DRAWINGS ARE THE PROPERTY OF DESIGN PROFESSIONALS, INC., AND HAVE BEEN PLOT PLAN 5 TOPOGRAPHIC PLAN PREPARED SPECIFICALLY FOR THE OWNER/APPLICANT FOR THIS PROJECT. THEY ARE NOT TO BE USED FOR ANY OTHER PURPOSE OR BY ANY OTHER PERSON OR PERSONS NOR REPRODUCED IN ANY MANNER WITHOUT THE EXPRESS WRITTEN PERMISSION OF DESIGN PROFESSIONALS, INC. 6 SEDIMENTATION Bc THESE PLANS ARE INVALID UNLESS THEY BEAR THE ORIGINAL SIGNATURE AND IMPRESSION SEAL EROSION CONTROL PLAN OF THE PROFESSIONAL ENGINEER OR SURVEYOR. OWNER APPLICANT \ 7 PLAN Bc PROFILE ` '0NAL THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-30OB-1 THRU 20-30OB-20 OF THE M I LD R E D W. G RA U S H I N S KY R S K — K E LLC 0, INC. 8-9 DETAILS REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF 398 NEVERS ROAD CONNECTICUT"1744 ELLINGTON ROAD FOMOHERAS ENDORSED BY THE CONNECTICUT T1SSt)SOURN OF LAND SURVEYORS INC. THIS PLAN WAS COMPILED SOUTH WINDSOR CT 06074 SOUTH WINDSOR CT 06074 L1 LANDSCAPE PLAN REV: MARCH 7, FROM OTHER MAPS ,RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION. IT IS NOT TO BE CONSTRUED AS i 200rJ HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE REV: MARCHFEBRURY 4, 5 FIELD SURVEY MAY DISCLOSE. Tel. 644--8761 REV: DECEMBER 8, 2004 2005 C`77E'BEST THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED 288EON. �`ND�D� DATE: EC MBER 8, 204 RICHA . MARTEL �Oj.AN fiNG` DE�'T� SHEET 1 G: \JOBS\199-',1993-CV MAP LOT BLOCK PROPERTY OWNERS WITHIN 500 FEET 101 19 344 NEVERS ROAD BAER, MARC S. 113 14 92 HAYES ROAD ST. MARGAR£T MARY ROMAN CATHOLIC 29 92 HAYES ROAD Sr MARGARET MARY ROMAN CATHOLIC 32 112 HAYES ROAD MONSEGLIO, PATRICIA ANNE & KENNETH 33 130 HAYES ROAD DONALDSON, MARK R. 4- HEATHER M. 34 144 HAYES ROAD HICKEY, DAMES J. 35 447 NEVERS ROAD ACER, PETER A. & MARCI L. 36 455 NEVERS ROAD NOLET. PATRICIA M. 37 463 NEVERS ROAD HUESTIS, THOMAS ALLEN 38 477 NEVERS ROAD NI£JAKO, JAYCE E. 39 485 NEVERS ROAD FERR/CK, THOMAS J. & DIANE M. 41 44 MILLER ROAD RUSSO, BERNICE M. 42 44 MILLER ROAD RUSSO, BERNICE M. 43 54 MILLER ROAD MATARAZZO, SER416 RANO & GRACE 44 46 55 MILLER ROAD 398 NEVERS ROAD SEAUDRY PETER ✓. & JOAN D. GRAUSHIIUSKY, M/LDRED W. 47 165 BERLE ROAD COONEY, JOSEPH M. 48 174 ROSEMARY LANE TARDY, SUSAN J. 49 166 ROSEMARY LANE BANDA, LIONEL A. & SANDRA 50 165 ROSEMARY LANE PRICE, KIMBERL Y A. 51 173 ROSEMARY LANE AI/GCO INC. 52 370 NEVERS ROAD BAL Uk, ✓OSEPH ✓m 53 390 NEVERS ROAD PARKINS, CATHERINE V. 54 365 NEVERS ROAD GODFREY, CYN7H1A A. 55 375 NEVERS ROAD RAPOSO, GIL C. & MURIEL E. 56 385 NEVERS ROAD REIS, JOHN S. & ARLENE M. 57 393 NEVERS ROAD DZIEZYNSKI, THERESA F. 58 401 NEVERS ROAD VU WEN MINN & PHUONG DENISE 59 411 NEVERS ROAD BREENE, TERRA A. 60 133 HAYES ROAD PAGGIOLI, RICHARD T. & GAIL B. 61 123 HAYES ROAD MURPHY, ROBERT A. & KIMBERLY M. 62 115 HAYES ROAD LYNCH, JOHN T. 63 107 HAYES ROAD GOLDBERG, KENNETH N. & PATRICIA 64 22 POPLAR DRIVE MAZZA, THOMAS J. JR. & THERESA 65 12 POPLAR DRIVE MANS£LLA, SALVATORE P. & CAROL 66 61 HAZEL STREET Y£T/SHEFSKY, MARK A. & DENISE M. 67 69 HAZEL STREET MCN£IL, GLEN F. & DIANA I. 68 357 NEVERS ROAD VU TUNG-T & HUUYNH MY-T 114 360 NEVERS ROAD WEATHERS, DAVID S. & RHONDA L. 114 1 64 MILLER ROAD BROWN, MARILYN RAE 2 74 MILLER ROAD MIGNEAULT, STEV£N P. & DEBORAH 3 80 MILLER ROAD WILLIAMS, ARTHUR D. & BARBARA E. 4 84 MILLER ROAD BEAULIEU, NORA E. 61 141 RCSSEMARY LANE BRADLAU, ELIZABETH A. & ROGER A. 62 153 ROSEMARY LANE RUSSO, JAMES A. & SUSAN F. 63 154 ROSEMARY LANE PUGLIES£, MARILYN A. 64 142 ROSEMARY LANE PELIKAN, DOROTHY J. 83 2 CHRIST/NE LANE MITCHELL, W/LLIAM F. & CAROLANN D. 84 151 BERLE ROAD KALLET, MITCHEL E. & JU017H S 85 150 BERLE ROAD COOK, JANET D. 86 130 BERLE ROAD BAKER, W111IAM A. & DIANA H. 107 99 MILLER ROAD ROMAN, tdZABETH M. 108 73 MILLER ROAD SULLIVAN, JOHN 109 65 MILLER ROAD GUERCI, JOANN D. 125 64 59 BAILEY CIRCLE HURLEY, JOHN P. & BED 7RL:FY E. o n u z m 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS -HOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. REVISIONS 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO 3 3/7/05 TOWN COMMENTS 2 2/4/05 TOWN COMMENTS CONSTRUCTION. 1 12/8/04 TOWN COMMENTS 3, THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. I DATE I DESCRIPTION 113-63 113- I %_j I — I �-j ... V 1 1 1 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 - "MINIMUM 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 MHA FIELD SURVEY MAY DISCLOSE. MHA TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. MHA 12882 BY I RICHARD P. MARTEL LIC. No. Tel. 860.291 • 8755 GRAPHIC SCALE Fax 860.291.8757 100 0 50 100 200&rof �si,� n ssionafs, Inc. IN Fm 1 inch = 100 ft. civil engineers • planners surveyors landscape architects • gis • gps 165 South Satellite Road, South Windsor, Connecticut 06074 114-107 ))6 OWNER I W. GRAUSHINSKY NEVERS ROAD ,iIINDSOR9 CT 06074 DESIGN.• GBS DRAWN.• MHA I CHECKED.- GBS ✓OB NO.: 1993 IDA TE.• 10127104 DRAWING NO.: 108S1199J1199J-2.DWG APPLICANT RSK — KELLCO, INC. 47 1744 E LLI N GTON ROAD SOUTH WINDSOR, CT 06074 TeL 644-8761 COMPILATION PLAN PREPARED FOR: BRIGHTIITAN'I1�CLE I I l . I I �: I'Z 1'Z ��) . •� I�� �� � I � � I ; I'� � I'Z ��> : •� I�� l+h l I I 1 \t\ I \ 16) - l01 I'= . COMECTRICUT SHEET 2 SNET# 3082 EX. SMH TF:194.11 7 YO INV r 1R IN): 1aj l? N /F MILDRED W. GRAUSHINSKY '..�.�,...�.. SNET# ,.. \ 6 55j�U., 30M �... m 1-74- .................. S SIGN rdv T# ropO V " rl __ 86.�6 E \ �-- - _ 3084 S7RE�E-T SIGN EX. SMH .^ ���"....�.,..,. - CX- DkIH \ \ J STOP SIGN SNET# =IL _ TF:191.52 "� "i--w.r_,,,.��II V Q 140.97 1� _ 3085 It f-+"'�-•+... - ' ' ' _ - - - Ex. - SNET# TF:1so 3086 79 �.+�. ra 0 z ".,�+�.,.,,,,,.�, �5 SNET - -- �"�� TF: 191.1G "".... t L X.'.,. 3084 _ ....t= ""��...«,.�_ EX. SMH L L ` SNET# _ INV r 7'•• IN): igg-87 SOS 6•54• _ - I I•: V (7 5" IN \ INV (78" IN):185.97 CONEx. C INV 18" SIRU TF:18 AVER ( OUT). 785.82U\ \ R FINV: 18 j - - LNSg IC . 50' F.Y. Of \ t \ t \ `� N /F -IERINE V. PARKINS 1 \ / I � i / M 200- / >: �I N SUSAN TANDY OL ' J- _ -- -•-...,,,.,�..�,�,��- _ - , �--=:..._._,._ � � � � ' - , ` yam,,,_ .......... NO��. ,--`" "`-- --- NF JOSEPH M. COONEY �121 - 6 MAP REFERENCES: 1. RESUBDIVISION, TOPOGRAPHY & CONSERVATION PLAN MILDRED W. GRAUSHINSKY, NEVERS ROAD, MILLER ROAD & BERLE ROAD SOUTH WINDSOR, CONN. SCALE 1 "=40' APRIL 30, 1984 BY A.H. FERNSTEIN L.S. 2. GRAHAM ESTATES - SECTION I PROPERTY OF MUrtRY HOMES, INC. HAYES & NEVERS ROADS SOUTH WINDSOR, CONN. SCALE 1"=40' JULY 1956 REV TO 7-7-56 MORTON S. FINE 3. PROPERTY OF THE MARY SEDGWICK ESTATE MILLER ROAD SOUTH WINDSOR, CONN. SCALE 1"=40' AUGUST 1965 BY WILLIAM J. CARRINGTON L.S. 4. SECTION I SOUTH WINDSOR ESTATES, SOUTH WINDSOR, CONN. SCALE 1"=60' APRIL 24, 1956 REV TO 4-30-56 BY PRIMUS & WELTI ENGINEERS 5. OAK GROVE III PROPERTY OF RSK CONTRACTORS INC. ROSEMARY LANE SOUTH WINDSOR, CONN. SCALE 1 "=40' DATE 10-10--78 REV TO 10-20-78 BY EMIL W. LUCEK ASSOCIATES o{x 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 2 3/7/05 TOWN COMMENTS MHA CONSTRUCTION. 1 12/8/04 TOWN COMMENTS MHA 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION f3Y THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. AND CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2. TO THE SEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. RICHARD P, MARTEL 12882 LIC. No, LEGEND EXISTING IRON PIN o EXISTING MONUMENT EXISTING UTILITY POLE _ = EXISTING CATCH BASIN AND PIPE "e EXISTING SANITARY MANHOLE AND PIPE _ _4. _ EXISTING WATER MAIN AND HYDRANT ---. 2W- EXISTING CONTOUR x6L95 EXISTING SPOT GRADE EXISTING TREELINE •------ EXISTING PROPERTY LINE EX, OAS 1 - _ - �" -a TF:1 667 - 3087 4 �iA1N `_ SNET# 3088 .38 5.58 EX 797.96EX. SMH \ T SIGN TF':192.67 `-S x. CS I T : I90.93 _ Tel. 860.291 • 8755 Fax 860.291.8757 GRAPHIC SCALE 0 0 eSi+gn 0 40 - -- � rofessionels, inc. IN FEET � � civil engineers • planners surveyors 1 inch = 40 ft. landscape architects gis • gps 165 South Satellite Road, South Windsor, Connecticut 06074 • emu: \V� It V 10 (15" h0.18b..4 YI ' �1r 1861 V (' 18 1�6.43 I I I it I I II t II II I I M II t II I it \ II II ! SNET# 71 ! ! 985 u II I I/ \1 / I I III I I 87 32 1 ;): 37.1 J Ex. ce 87 42 I I VF: 190.05 U •92 I ;NV (18'• IN)- 187.95 t , oil INV (12" OUT): I87.5518" RCP f1 FL: 187.88 s6 + I , I tt I I SNET# 5403 O I I 1r-�1I J I ! J I I SNET# �1986, I I NOTES: J � I 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. AREA OF PROPERTY = 461,539 sq. ft. = 10.59 ac. 3. PROPERTY IS IN ZONE AA-30, I I 4. THE EASTERLY STREET LINE OF NEVERS ROAD WAS DETERMINED FROM MAP REFERENCE #2 & #4 Il I AND FROM MONUMENTATION FOUND IN THE FIELD. A STREET WIDTH OF 50' WAS HELD AND FOUND TO BE CONSISTENT WITH EXISTING MONUMENTATION. I j + 5. PARCEL IN ZONE X - "AREA DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN AS PER FIRM COMMUNITY PANEL NUMBER 090036-0002D MAP REVISED FEBRUARY 23, 2001. !P�OPE� Y SUS V E Y DESIGN. I DRAWN.• DUG I CHECKED.• RPM JOB NO.: 1993 1DA M 9-15-04 DRAWING NO.: ✓OBS/199211993-3.DWG RESURVEY PREPARED FOR: RRIGHI'MAN CIRCLE c�1.•� I1� .IrI , e P� ��� .•� I�� C®NMIC 11 UC 11 SHEET 3 9 ... .rru 30 r, S SIGN 7-L ET 3084 J tI t1 +! I I t� tl 4 W a $ !I PARCEL A (TO BE N 'rF gl COMBINED WiTH MiLDRED K N/F MILDRED W. GRAUSHINSKY t j GRAUSHINSKY w t , f 25,566 S.F. M d. 0.58 AC. �;b N CATHERINE V. PARKINS----- 1 }: Ia Jr2 I 1 PROP. HOUSE TO4.00 J n t ! GAR: 203.00 Cofff 0 t� / I37,913 sq, ft, / 0,87 acres / / 1 / / t / Q) NSF `' ��� SUSAN TANDY / 33,080 sq, ft, t 0.76 acres 5. OAK GROVE III PROPERTY OF RSK CONTRACTORS INC. ROSEMARY LANE SOUTH WINDSOR, CONN. SCALE 1"=40' DATE 10-10-78 REV TO 10-20-78 BY EMIL W. LUCEK ASSOCIATES o n u z m 1• UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD REVISIONS 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 3/7/05 TOWN COMMENTS MHA 2 02/04/05 ADD APPROVAL LETTERS/REV. PER TOWN COMMENTS RAhA 1 12/8/04 TOWN COMMENTS MHA 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY THIS SURVEY HAS BEEN PREPARED iN ACCORDANCE WITH SECTIONS 20-300b-1 THROUGH 2O-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. RICHARD P. MARTEL 12882 LIC. No. OU00 - SNET# Ex. AI --� _ _ - - 3087 y� SNET# cam- ` esloadz V q ,} ��� 1L :0 SULLIVAN AVENUE • SOUTH WINDSOR. CT 06074 f 45, 09 �'" """' �- --__ '`�'�-� ��sae. -0�� TELEPHONE (560) 644.2511 ~'- --- February 9, 2005 40' HEDGEROW EASEMENT IN FAVOR OF TOWN OF SOUTH Wr sucNINDSOR Design Professionals, Inc. 165 South Satellite Road --.__ m• South Windsor, CT 06074 F.Y -`' - - mi \ ; Attn: Karen Isherwood Re: Brightman Circle ! Miller Road and Nevers Road s0' F. y "�^- -" '" ^^-- r South Windsor, Cr Dear W. Isherwood: + J The South Windsor Wader Pollution Authority, at Its regular meeting of February 1, 2o0S, gave approval .for the connection to the Town s sewerage.sys4ern of a residential satrdi+dsion on Miller Road and Revers 1 Road, as more spedacatly shown .on plans en6tkd "Brightman Circle, Conventional Re-SubdMslon, Miller Road and Nems Road, South Wtrxlsor, Connectla r, Prepared by Design Professionals, Inc., South Wlndso ,:CT: Job No,1913, Drawing No, 7/9, Dated 10/27/D4, wM Ievisk. dated 11/11104, 12J8/04 it J and 211105, and subject to the following conditions: .1. Proposed sanitary i vi I ry serial plan approved up to station 1+90. p 2. Technical approval of the Town Engineering Department, t VI N } � 3. Rnal Authority approval and acceptance of the sanitary sewerage wnrxxtiort will be given once the N t SNET# sewer line v n has sof Nbe 7 InstalWff and that Inspected by the Town staff, and based upon the oaten r �i aim the t ens us asaid sanitary � � Instalf«I in substantial conformance . I I 985 dig d previously approved by the Authority, and meeting all Town regulations and appropriate tedmkal speditcaUm relatkV to sanitary sewer CMgn UM. I 111 i a-- tz'i C4 ( --) 1 rQi 1 1 This approval letter must be superimposed on the final approval glare. 1 Very MY yours, r0 r` 46,364 sq, f t, taD 3 � t I 00 1,06 acres , phJ.Cedno,Chairman CO t Water Pollution Control Authority cl ({a 1 CD ++ JCed Q iii M 1 i Cc: Matthew B. Gailigan, Town Manager ( r\ Mkhaet J. Gantkk, Director of Public Works N i 00 Jeff Doolittle, Town Engineer Z + Marda Banda, Director of Mnnirg i 1 1 Chris Dougan, Chief Building Inspector ( 1 I 1 s � 50,172 sq, ft, t 1,15 acres t Ile 1 1 � I• j I � ••4 rr - PROp 1 $ ! 7?!it if2 � s•CIZGC� L W&Uao G Tex,, • yOU + ; . r"9/i • �0 1640 SULLIVAN AVENUE • SOUTH WINDSOR. CT 06074 TELEPHONE 644-2511 CERTIFIED MAIL 1 PRE HOSE TOW: 201.00 J I February 1, 2005 SNET# 20• STREET TREE EASEMENT 5403 IN FAVOR OF TOWN OF SOUafLNDSOR ""�- �_ -- E Y� t Mr. Bruce S. Kelley 3 'OQN ! RSK-Kelleo, Inc. R�30� PROPOSED 1744 Ellington Road STREET CIl i i south Windsor, CT 06074 ! Tel. 860.291 • 8755 GRAPHIC SCALE Fax 860.291 • 8757 40 0 20 4080 E'slgn IN FEET Cprof -4,Dssionals. inc. civil engineers • planners surveyors 1 inch = 40 ft. landscape architects • gis gps 165 South Satellite Road, South Windsor, Connecticut 06074 1 1 a I � 1 1 1 1 1 I 1 1 SNET# J 1987 1 1 (581440))411 ! V uA L V lS �cI u&o (. 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 TELEPHONE (860) 644-2511 December 23, 2004 Certified #70020460000197443913 Design Professionals, Inc. 165 South Satellite Road South Windsor, CT 06074 RE: Appt. #04-72P - Brightman Circle Subdivision, easterly of Nevers Road and southerly of Miller Road. AA-30 Residential zone Dear Mr. Semprebon: At the December 15, 2004 regular meeting, the Inland Wetlands Agency/Conservation Commission approved application #04-72P- Brightman Circle Subdivision - Miiler/Nevers Road - Conservation Commission application for activities in connection with the construction of a 104ot residential subdivision, road, stormwater structures and associated site improvements on property located easterly of Nevers Road and southerly of Miller Road. AA-30 Residential zone. This approval is subject to the following conditions: 1. One blueprint copy of the entire set of plans and this letter reproduced thereon, must be submitted to this Commission. This must be completed within 65 days of approval prior to any construction activity on the site. Plans submitted to Planning & Zoning Commission shall be considered having met this requirement. 2. The application shall indemnify and hold harmless the Town of South Windsor against any liability, which might result from the proposed operation or use. 3. The permit is valid for five years and shall expire on December 15, 2009. It is the landowners)/applicant(s) responsibility to track expiration dates and nwify the Commission of a renewal request at least 65 days prior to expiration. 4. All approvals required must be obtain " + and submitted prior to any activity on the site. 5. A contact person shall be identified on the plans. 6. We recommend a bond in the amount of $10,000 be submitted to the Planning & Zoning Commission to ensure compliance with the erosion and sediment control measures. 7. We recommend a bond in the amount of $10,000 be submitted to the Planning & Zoning Commission to ensure the establishment of the detention basin and plantings. Very truly yours, INLAND WETLANDS AGENCY/ CONSERVATION COMMISSION Elizabeth A. Warren, Chairperson EW:dr cc: Chief Building Official Dear Mr. Kelley: Re: Appl 04-72P, Brightman Circle Resubdivision We are pleased to advise you that the Planning & Zoning Commission voted on January 25, 2005, to approve with modifications application #04-72P, to create 10 lots to be known as Brightman Circle oh property located on the southerly side of Miller Road and easterly side of Nevers Road, AA-30 zone as shown on plans prepared by Design Professionals, Inc., dated December 8, 2004, as revisal. This approval is subject to the following modifications: 1. This approval is for 10 lots, numbered 1-10 2. Concrete sidewalks, built to Town specifications, shall be installed on the east side of Nevers Road and the west side of Brightman Circle 3. Drainage and construction for this subdivision is .subject to the approval of the Town Engineer. 4. All lots shalt be serviced by the Town of South Windsor sanitary sewer system and are subject to the approval of the Water Pollution Control Authority, 5. Water shall be supplied to this subdivision by public water. 6. Street lighting shall be installed on streets, at intersections, and on cul-de-sacs in accordance with the policy established by the Chief of Police. Street lighting is to be coordinated with the Ciiiefof Police (copy enclosed). 7. Street names and locations of fire hydrants are subject to the approval of the Fire Marshal of the Town of South Windsor. Street names and supporting posts shall be installed by the developer in eonforrnaace with the standards of the Town of South Wmdsor, at no expense to the Town. 8. A liability insurance policy shall be submitted to this Commission naming the Town of South Windsor as an insured, with a combined single limit for bodily injury and/or property damage in the amount of$1,OOQ000. 9. This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission, including a bond in the amount $10,000 to ensure compliance with the erosion and sediment control measures, and a bond in the amount of $10,000 to ensure the establishment ofthe detention basin and plantings. 10. Trees within the Street Trees Easement and any other trees on land that is currently or will in the future become Town•owned land are to be planted in accordance with the enclosed Tree Planting Specifications. 11. Prior to commencement of any site wetk, a meeting must be held with Town Staff 12. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. . , 13. All easement for conservation purposes, drainage or utilities, that may be required in Connecticut with the approval of this subdivision, must be submitted on standard Town easement form where appropriate, to this Commission prior to filing the mylats and issuance of building permits. All deeds for open spar?,, 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. 14. 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 1" - 40', shall be submitted for each lot in the subdivision, showing proposed contours, elevations and the Iocation of the footing drains. No building permits will be issued until the proposed contours; floor elevations and location of footing drains have been approved by the Town Engineer. 15. Water pollution Control Authority approval is required. 16. If, for any reason, finished grading and other individual lot site work is not completed, the Town Engineer shall determine the amount of a cash bond to ensure firW grading and site work. This cash bond must be submitted prior to issuance ofa, Certificate of Occupancy. 17. Quantity estimates must be submitted to the Town Engineer (on the enclosed fort) 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. 18. In accordance with Section 5.C.l.e of the Subdivision Regulations, a fee in lice of open space is required. The fee will be ten percent of the fair market value of the property prior to subdivision approval. This fee is payable on a per -lot basis, at the time of initial conveyance of each lot. The applicant must provide, with the Commission's agreeanent, an appraiser to determine the fair market value. 19. A drainage assessment fee in the amount of $500.00 shalt be submitted to the Commission. 20. The Town Engineer's review comments dated 1/3/2005 must be addressed to the Town Engineer's satisfaction. 21. 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 office. Blade and white transparent mylars of Sheets # 4 with the above modifications, together with three blueprint copies of the entire set of plans (including architectural elevations) must be submitted to this Comm fission a sthin 30 days to be stamped and signed. The letters of approval of this Commission, as well as the Intend Wetlands Agency/Conservation Commission, must be reproduced on the mylars as well as WPCA. After mylars have been signed by the Commission, they will bo rehrmed to you for filing in the Office of the Town Clerk by April 4, 2005 After filing these plans, a copy of the receipt must be submitted to the Planning Department. Sincerely, r�� ��l- , _z Timothy H. Wentzell, Chairman Planning and Zoning Commission THW/pmm Enclosures cc: Town Engineer Chief Building Official Assessor Superintendent ofPollution Control Fire Marshal Board of Education Design Professionals, Inc. Attachments: Deed/casement policy Bonding policy Quantity Estimate Lighting policy GRANTOR GRANTEE TYPE OF DATE FILED VOL/PG EASEMENT RSK-KELLCO TOWN OF STREET TREE SOUTH WINDSOR RSK-KELLCO TOWN OF SANITARY & SOUTH WINDSOR DRAINAGE RSK-KELLCO TOWN OF DRAINAGE SOUTH WINDSOR RSK-KELLCO TOWN OF HEDGEROW SOUTH WINDSOR NOTES: 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. 2. AREA OF PROPERTY = 461,539 sq. ft. = 10.59 ac. 3. PROPERTY IS IN ZONE AA-30. 4. THE EASTERLY STREET LINE OF NEVERS ROAD WAS DETERMINED FROM MAP REFERENCE #2 & #4 AND FROM MONUMENTATION FOUND IN THE FIELD. A STREET WIDTH OF 50' WAS HELD AND FOUND TO BE CONSISTENT WITH EXISTING MONUMENTATION. 5. PARCEL IN ZONE X - "AREA DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN AS PER FIRM COMMUNITY PANEL NUMBER 090036-0002D MAP REVISED FEBRUARY 23, 2001. PROPERTY FILM PLOTLr IS[r�1UV DESIGN: GBS I DRAWN: MHA I CHECKED: GBS JOB NO.: 1993 DA TE-• 10127104 DRAWNG NO.: J0BS/1992/1993-4.DWG RESURVEY PREPARED FOR: BRIGHTIIIAN CIRCLE RZ1111114111D 1'� 1'�I F :.2. 111 t 1 1 1 � P'I ��} .�� - tCONMICTI CtUT SHEET A N/F V. PARKINS pJtl 'V r n 001 (n �I �F Gp N N/F I SUSAN TANDY I I r.i M OJ D 3082 SNET# \�' + ~� > S SIGN �a- !` — L ET# lI �— — f --- - 3084� ` CONC. �,z.st WALK (E ) 242 i „SEMENT) 242 ( I i � rn ui f iI w !8 $ PARCEL A (TO BE N/F S COMBINED WITH MILDRED W. N/F MILDRED W. GRAUSHINSKY I GRAUSHINSKY) w ^ 25,566 S.F.�--- 14.16' 0 -- --- --- ) 0.58 AC. o N 7 Nos00 C'4 a I V) OQ I STORM DRAINAGE 62,681 sq, f t, J O I 27-N ! OFSTHE TOWN OFEMENTIN °R 1,43 acres O o a, SOUTH WINDSOR I y o i I �C) o a N o J J !W a , 100.00 - - -I """►. "' o coo rron n IN 20' PROP. " S=\ TOW 20! 0USE `t GAR: 200,p0 I Iv/2' 10 E S05'19'10"W °' s 778.680 I� F`�--- 7 � o d- 7' x $ N55 05 03rr C_y0 0 not' Sg28 f d; s 00 T 13, 2 N06'2`�g� W coy (61 37,913 sq. ft, / \ 0.87 acres / - ¢•tQ, O 5/ 0 tiAa i.00 / 33,080 sq. ft, 0,76 acres 239.9 OP 00 N N08-O6'05»E I LEGEND (0 IRON PIN TO BE SET El MONUMENT TO BE SET 1_ -wc �I ONNC�WALK ee^ F 126•619, 7_�JaR�9s'_Kt" i 4914it T � .y- - i- 3 A=4 V28 R=300.00 d �3g 0 / " L=24.48 R-S pz T=12.24 C ,4 _ 9 49 �t/ 50' F.Y. 6o F;c. AR I OP, HOUSE GAR 201.00 N (4� / 3 0,12 0 sq, f t, 0,69 acres !� Eli ,•--""` .-..,,,,.. �O' Rey _ N N � N/F I JOSEPH M. COONEY DO a END OF WALK TO COINCIDE WITH LOCATION OF EDGE OF DRIVEWAY AS CONSTRUCTED MAP REFERENCES: 1. RESUBDIVISION, TOPOGRAPHY & CONSERVATION PLAN MILDRED W. GRAUSHINSKY, NEVERS ROAD, MILLER ROAD & BERLE ROAD SOUTH WINDSOR, CONN. SCALE 1 "=40' APRIL 30, 1984 BY A.H. FERNSTEIN L.S. 2. GRAHAM ESTATES - SECTION I PROPERTY OF MURRY HOMES, INC. HAYES & NEVERS ROADS F�AtA� ��I SOUTH WINDSOR, CONN. SCALE 1 "=40' JULY 1956 REV TO 7-7-56 MORTON S. FINE TOWN �O�IF/r1fSOUTH WINDSOR 3. PROPERTY OF THE MARY SEDGWICK ESTATE MILLER ROAD SOUTH WINDSOR, CONN. AUTHORIZEDSKMTURE SCALE 1 "=40' AUGUST 1965 BY WILLIAM J. CARRINGTON L.S. -� - 4>! L 1 � 1 4. SECTION I SOUTH WINDSOR ESTATES, SOUTH WINDSOR, CONN. SCALE 1"=60' /� APRIL 24, 1956 REV TO 4-30-56 BY PRIMUS & WELTI ENGINEERS `bAT�; _ 7 5. OAK GROVE III PROPERTY OF RSK CONTRACTORS INC. ROSEMARY LANE SOUTH WINDSOR, CONN. SCALE 1 "=40' DATE 10-10-78 REV TO 10-20-78 BY EMIL W. LUCEK ASSOCIATES z �x ll II 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS Z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE m INFORMATION. ALL EXISTING UTILITIES SHOULD 4 10/18/05 ADDED EASEMENT MEETS & BOUNDS DMG BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 3/7/05 TOWN COMMENTS MHA BY A LICENSED LAND SURVEYOR PRIOR TO 2 02/04/05 ADD APPROVAL LETTERS/REV. PER TOWN COMMENTS RAM CONSTRUCTION. 1 12/8/04 TOWN COMMENTS MHA 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY r., 0000 0 O � O Z N " 0' WIDE GRAVEL ACCESS DRIVE -6 R" GRAVEL COVERED Vfl "LOAMOAM —SEED ,�TREET Si STOP SIGN SNET# 1 3085 ----__ _ - — — — — _ —SNET# m _ z R 9 ,R-� 1 3086 _ SNET# 3087 GAS AMN — — 1 SNET# �----� — — �� � ...� 145.63' - - _ - ,, � �- — "�--_ — — 3088 � �� n `%fZUf2 O�J�' •Du.�i2 G!/!/tc:.�di ^ �• 09 — �-•� `— tea, �~ 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 7 Y 'r �"'" �+ ��S°R•C°�� TELEPHONE (860) 644-2511 1! _ Febwary9, 2005 40' HEDGEROW EASEMENT 145.63' IN FAVOR OF TOWN OF SOUTH WINDSOR Design Processionals, Inc. _ 1-- 4=87 33' ` `> j' 165 South Satellite Road 145.0. 28 i South Windsor, Cr 06074 ~'- R-50.00 Attu: Karen Isherwood 50' F.Y. ' � 1� ---_ rr iVOS 76'S4"E 440.23' 1" L= 76,41 M (TOTAL) ' Re: Brightman Circle 149.51' L= 68.4j' 47.91 Miller Road and Nevers Road Sp' F.Y 1--- -� EASEMENT) I +'+ '�' • .� — South Windsor, CT . �' F.Y. -"� ----`_ I Dear Ms. Isherwood; The South Windsor Water Pollution Authority, at Its regular meeting of February 1, 2005, gave approval 1 �h for toadhe connection to the Town's sewerage.system of a residential subdivision on Miller Road and Nevers U0 1 I j RRoad and NeverssRRoadad, South Winndsfically shown.on or, Connectlwt", Prepared by Circle,lans entitled "Brightman Conventional Pi (H ssbnals, Inch South filler �. 8 Q 1 Windsor, CT: Job No. 199 D win o. 7 9 Dated l0 27 G4 with revisions dated 1 1 04 1 j+I� ` ! � � j ` ✓ 3, ra 9 N / , / / 1/ 1/ 2/8/01 and 2/1/05, and subject to the following condltlorm I N .1. Pro sanity sewer Ian approved u to station 1+90. • 7, 2; I Pad sanitary P PPro P 41,774 sq, ft, ,- 0 0, 9 5 acres Q o 2. Technical approval of the Town Engineering Department. N I N t V1 - �` >: (- I 3. Final Author, approval and it 1 Authority PPS acceptance of. the sanitary sewerage connection corn be given once the I o I sewer line has been installed and inspected by the Town staff, and based upon the written N� b SNET# verification -of the Town staff that said sanitary sewer line was Installed In substantial conformance . �o N g g5 with the design plans previously approved by the Authority, and meeting all Town regulations and appropriate technical specifications relating to sanitary sewer construction. >: ___ I " tri I c This approval letter must be superimposed on the final approval plans. (9 Very truly yours, O 0 I I 46,364 s , f t, 30 SANITARY & STORM I n q " DRAINAGE EASEMENT 00 I i IN FAVOR OF THE TOWN Z I 1,06 acres I Jo pI,J.Carlrw,Chalrman OF SOUTH WINDSOR I 00 I i Water Pollution Control Authority i 0 I GO 14- I JCed O I O M Ki I Cc: Matthew B. Galligan, Town Manager M Michael J. Gantick, Director of Public Works 1 N Jeff Dool Town Engineer I DO ram,+ n9 I Marcia Banach, Director of Planning P Z I Chris Dougan, Chief Building Inspector GAR' P �I 201,00 206o I 50,172 sq, ft, I 1,15 acres I � \ so, \� l \ � I � I..L. ,OMA •ff 1 � I m �C 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 TELEPHONE (860) 644-2511 December 23, 2004 Certified #70020460000197443913 Design Professionals, Inc. 165 South Satellite Road South Windsor, CT 06074 RE: Appl. #04-72P — Brightman Circle Subdivision, easterly of Nevers Road and southerly of Miller Road. AA-30 Residential zone Dear Mr. Semprebon: At the December 15, 2004 regular meeting, the Inland Wetlands Agency/Conservation Commission approved application #04-72P — Brightman Circle Subdivision — Milier/Nevers Road — Conservation Commission application for activities In connection with the construction of a 10-lot residential subdivision, road, stormwater structures and associated site improvements on property located easterly of Nevers Road and southerly of Miller Road. AA-30 Residential zone. This approval is subject to the following conditions: 1. One blueprint copy of the entire set of plans and this letter reproduced thereon, must be submitted to this Commission. This must be completed within 65 days of approval prior to any construction activity on the site. Plans submitted to Planning & Zoning Commission shall be considered having met this requirement. 2. The application shall indemnify and hold harmless the Town of South Windsor against any liability, which might result from the proposed operation or use. 3. The permit is valid for five years and shall expire on December 15, 2009. It is the landowners)/applicant(s) responsibility to track expiration dates and notify the Commission of a renewal request at least 65 days prior to expiration. 4. All approvals required must be obtained and submitted prior to any activity on the site. 5. A contact person shall be identified on the plans. 6. We recommend a bond in the amount of $10,000 be submitted to the Planning & Zoning Commission to ensure compliance with the erosion and sediment control measures. 7. We recommend a bond in the amount of $10,000 be submitted to the Planning & Zoning Commission to ensure the establishment of the detention basin and plantings. Very truly yours, INLAND WETLANDS AGENCY/ CONSERVATION COMMISSION Elizabeth A. Warren, Chairperson EW:dr Cc: Chief Building Official 3395.p. PROP G�?H.oOoIi ,C 1540 SULLIVAN AVENUE • CT 06074 j I TELEPHONE 6442511 (860) _ \� �� \ 11 Q 1 I 1 i t CERTIFIED MAIL .02 • `SO' PROP. HOUSE o I February 1, 2005 - 7. \ \ TOVGAR:200.00 SNET# 8/ 20' U STREET TREE EASEMENT 5403 I IN FAVOR OF TOWN OF SOU WINDSOR \ '2 50' o3" — '�" - --� 50• F, + I I i Mr. Bruce S. Kelley RSK-Kellco, Inc. 1,5• R�30 9'14"� \ (RR_—_3�Q "�•O QQ STREETS ED i i 1744 Ellington Road South Windsor, CT 06074 L26.9g u 17 1 0' 13Jr 20( Ak°per ►yA 2 .. SIG ' '^' Dear Mr. Kelley- 7 o _ 3 \ 1 `5 46,E 4g �kry Rm3p00 .0 N _g 0 000" I Re: Appl 04-72P, Brightman Circle Resubdivision \ E ' v r` ¢,17 L=39,27 i �—� I We are pleased to advise you that the Planning & Zoning Commission voted on January 25, 32,21 + T=25.00 2005, to approve with modifications application #04-72P, to create 10 lots to be known as \ 4 \ 61- 32, + I Brightman Circle oh property located on the southerly side of Miller Road and easterly side of Nevers Road, AA-30 zone as shown on plans prepared by Design Professionals, Inc., dated \ December 8, 2004, as revised. This approval is subject to the following modifications: 4 \ 20' STREET TREE A NT N17' , R� N 5 5 5 1. This approval is for 10 lots, numbered 1-10 !!! IN FAVOR OF J^ n L TOWN OF SOUTH WIN SOR \ .� E _ 5 0 5 1 2. Concrete sidewalks, built to Town specifications, shall be installed on the east side of Nevers \ PROP \ 0 ' 0 Road and the west side of Brightman Circle UW20. , "01i o \ d � , I� 3. Drainage and construction for this subdivision is subject to the approval of the Town I'20 0 \ R`¢ 36 2y(" ' Engineer. ' 0 `w \L0. 8.140 R--3 0 0() �� I 4. All lots shall be serviced by the Town of South Windsor sanitary sewer system and are 6¢ 00 N 02.50 2 2 E i subject to the approval of the Water Pollution Control Authority. T- �90'00'00" _� 1 1`� R= 25.00 SNET# 5. Water shall be supplied to this subdivision by public water. 1986 6. Street lighting shall be installed on streets, at intersections, �.d on cul-de-sacs in accordance T= 25, 00 I I with the policy established by the Chief of Police. Street lighting is to be coordinated with P 0. i the Chief of Police (copy enclosed). f 3 PROP FY, PROPOSED M tl7 GAR 0� !� & STOPGBAR I i the Town of South Windsor. Street names and subject to the approval of the Fire Marshal of 7. Street names and locations of fire hydrants are } ( I S supporting posts shall be installed by the 0) "T— developer i n conformance with the standards of the Town of South Windsor, at no expense to O N � � I ' the Town. 11 t\ N ii ( I 00 I PROP. HOUSE OD I 1 8. A liability insurance policy shall be submitted to this Commission naming the Town of South I I ! TOW 202.75 I Windsor as an insured, with a combined single limit for bodily injury and/or property 33,527 S ft, I R I AR:201.75 ' O I damage in the amountof$1,000,000. 00 " q I� L0, 76 acres �: O r� � I � 1 9. This application is subject to the conditions of approval of the Inland Wetlands r/1 pJ + Z i Agency/Conservation Commission, including a bond in the amount $10,000 to ensure O O 1 I i compliance with the erosion and sediment control measures, and a bond in the amount of N 30,922 s q , f t, + r- N I $10,000 to ensure the establishment of the detention basin and plantings, ----So DO 0,70 acres r Z I < ' 10. Trees within the Street Trees Easement and any other trees on land that is currently or will in 1. 52 (A 1 i I the future become Town -owned land are to be planted in accordance with the enclosed Tree N08'06 05 E L N �\ Planting Specifications. 11. Prior to commencement of any site work, a meeting must be hPIA with Town Staff. R• Y, } i� i i I 12. All plans used in the field by the developer must bear the stamp and authorized signature of �^ I 31,655 sq, ft, ai rni I8 the Town of South Windsor. 1.,•�g s + 0,72 acres f 946 1 91 I 1 JOHN SULLIVAN BENT FIFE ch a i I SNET# N/F 1987 r 13. All easement for conservation purposes, drainage or utilities, that may be required in Connecticut with the approval of this 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. 14. 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 1" = 40', shall be submitted for each lot in the subdivision, showing proposed contours, elevations and the location of the footing drains. No building permits will be issued until the proposed contours; floor elevations and location of footing drains have been approved by the Town Engineer. 15. Water pollution Control Authority approval is required. 16. If, for any reason, finished grading and other individual lot site work is not completed, the Town Engineer shall determine the amount of a cash bond to ensure final grading and site worts. This cash bond must be submitted prior to issuance of a Certificate of Occupancy. 17. Quantity estimates must be submitted to the Town Engineer (on the enclosed form) for the propose of determining 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. IS. In accordance with Section 5.C.Lc of the Subdivision Regulations, a fee in lieu of open space is required. The fee will be ten percent of the fair market value of the property prior to subdivision approval. This fee is payable on a per -lot basis, at the time of initial conveyance of each lot. The applicant must provide, with the Commission's agreement, an appraiser to determine the fair market value. 19. A drainage assessment fee in the amount of $500.00 shall be submitted to the Commission. 20. The Town Engineer's review comments dated 1/3/2005 must be addressed to the Town Engineer's satisfaction. 21. 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 office. Black and white transparent mylars of Sheets # 4 with the above modifications, together with three blueprint copies of the entire set of plans (including architectural elevations) must be submitted to this Commission within 30 days to be stamped and signed. The letters of approval of this Commission, as Al as the Inland Wetlands Agency/Conservation Commission, must be reproduced on the mylars as well as WPCA, Mier mylars have been signed by the Commission, they will be returned to you for filing in the Office of the Town Clerk by April 4, 2005 After filing these plans, a copy of the receipt must be submitted to the Planning Department. Sincerely, Timothy H. Wentzell, Chairman Planning and Zoning Commission THW/pmm Enclosures cc: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal Board of Education Design Professionals, Inc. Attachments: Deed/easement policy Bonding policy Quantity Estimate Lighting policy GRANTOR GRANTEE TYPE OF DATE FILED VOL/PG EASEMENT RSK—KELLCO TOWN OF STREET TREE SOUTH WINDSOR RSK—KELLCO TOWN OF SANITARY do SOUTH WINDSOR DRAINAGE RSK—KELLCO TOWN OF DRAINAGE SOUTH WINDSOR RSK—KELLCO TOWN OF HEDGEROW SOUTH WANDSOR P.:TER J. & JOAN D. BEAUDRY o 11 1 NOTES: OWNER APPLICANT Z Z I 1 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. MILDRED W. GRAUSHINSKY RSK — KELLCO INCI , 2. AREA OF PROPERTY = 461,539 Sq. it. = 10.59 at:. 398 NEVERS ROAD SOUTH WINDSOR, CT 06074 THIS SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THROUGH 2O-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES — "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 12882 RICHARD P. MARTEL LIC. No. 1744 ELLINGTONROAD SOUTH WINDSOR, CT 06074 Tel. 644-8761 GRAPHIC SCALE 40 0 20 40 80 MEMEL- ( IN FEET ) i inch = 40 ft. 0 N I Tel. 860.291 • 8755 Fax 860.291.8757 &sign , rof essionals, Inc. civil engineers • planners surveyors landscape architects • gis gps 165 South Satellite Road, South Windsor, Connecticut 06074 3. PROPERTY IS IN ZONE AA-30. 4. THE EASTERLY STREET LINE OF NEVERS ROAD WAS DETERMINED FROM MAP REFERENCE #2 & #4 AND FROM PAONUMENTAl10N FOUND IN THE FIELD. A STREET WIDTH OF 50' WAS HELD AND FOUND TO BE CONSISTENT WITH EXISTING MONUMENTATION. 5. PARCEL IN ZONE X - "AREA DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN AS PER FIRM COMMUNITY PANEL NUMBER 090036-0002D MAP REVISED FEBRUARY 23, 2001. PROPERTY SURVEY RESURVEY PREPARED FOR: SHEET PLOT CLAN BRIGHTMAN CIRCLE 4 DESIGN.- GBS DRAWN.- MHA I CHECKED: GBS MULLER 11MR®AD & NEV ER,s IRR®AD ✓oe No.: 1993 1 DATE 10/27/04 DRAWING NO.: 10BS119921199J-4.DWG ®v�� �� �®� �'®� �'����� nr F ?li SNET# ...,.••�� r v r ; �'{' 3082 SNET# 3�" 0' WIDE GRAVEL ACCESS DRIVE 6.SS �� (�.77� �` ""'�++.�..� EX• CI' O 6 PROCESSED GRAVEL COVERED sty,,, � S SIGNEX. SMH EX. CB ....-:..�a..�: ,! I,; WIT " LOAM - SEEDTF: t94.11 TF: a92.8o �".""""".«..-= ) g5.5r, V ' INV (is,, IN): _ IhlV ) 185.30 _ �"�•`-a"--��.,___. � - -- .__ ._. 1-- 3084@' ! \TREET SIGN (�8. OUT): 185.25 _ _ _ _ _ - _ 11 E MH f' Jtt EX MN - - 'f '- -- __, L _ TF:191.52 a dam \ STOP SIGN -STING it SNET# ' _ _ _ 80.72 - N - ALVE ,7D7 -3085 - _ 0..� �p NG�• BLOWpFF --�_ � --.. v 12•x6' ANCHOR TEE :o ' •79„ 28' d �. - ' - - - ' `-` ' sMFt ""-'�`---- U `SNET# s• CA1f VANE OPEN LEFT o f .Try _ -. TF: 19D.79 G \�1 '�"T"" _^ ` (HYDRANT SUPPLIED BY CMG) 2-92' FlELD tOiC CASKETS I ,END OF $ V _ _ _ T _ ® rF.��I77 .LL L ST 2 SE.S C 12" DIP SNET# rui r walJ< 242.64P ""' F \ C 8 -� - _ _ - _ ,.,.�,.. SMH - _ -- EX. + TF: 190.4 � \ �� � EX. TF 90.67 7 � 12"xr M.J. TEE 2-12• GA VALM �t� Ir•1v (,,., Im 1s�.,y c1 - - _ - _ _ - _ GAS A7A7N - _ ` '-`""~ ���.....�,.,,�_ _ 1_s• GATE VALVE rA,F 6 1 " 1r,,i: lgs.0 145.63' E:.. cict� ----- - ... � `--- SNET# OWOFF PLUG r•!v Itg" } C '' SLAg L _ - 1z'x2' TYi TF�7g8..'s$ _ --�'"".�-�!_^�`"_ '_' -` -3088 ' IN V. ` `•�_ -'_- _ I OF :, CLEAN AND REPAIR EXISTING -- S.R�Dk HppE STING STORM 1 45,09' STRUCTURE AS X -.- tg6 50 \ REAL-,�o EX. SR4H O r I A1L� OTCRE _- 40' HEDGEROW EASEMENT 191.96 J EX SMH N/F X 186.50 WT`186:12 \ \-" ----- ..._- IN FAVOR OF TOWN OF SOUTH WINDSOR \ g - T SIGN T6:192.67 MILDRED W.0...3 GRAUSHINSKY .� ''- 5 \ _ , -i _ ,� =o a V r $" 1Pl1• i '6 •t X 1 s.i? Y "-- -- �i m• r v (5 �;3 / PAR -1 r7 ; . \ _ -- : rup 3 CEL, A (TO BE l COMBINED WITH L \ \ "'- --- 50- fi -- --- ��. _ I N/1= MILDRED W. < •_ PAD � \ � so' F.Y --.`.. _,.-�._ -•-__ ---- j1 • a 1I GRAUSFIINSY +aA END ,r1� n N r CO 1 .• `_ I y 41,774 s ft. , Q j ( STORM OF THE TOWN OF 1.43 acres DRAINAGE 62,681 sq. ft. - �~ MJ1� 18786 p �. ~N - 0.95 acres ~ \ EASEMENTIN FAVOR _y ) } + a lh o r x �' \ �\ - y �. ` , CY ``\ o n SNET# o ti SOUTH WINDSOR 5p 'b ` ~ o \ \ r r 985 N a \ \81.9 5p 00 -7,99.00 N _ O.4 \ C 30' SANITARY & -STORM11-1 46,364 sq. URAINAGE EASEMENT ' r PROP 00 N FAVOR OF THE TOWN Z 1.06 acres ¢ 20, SAY �O �$E \ Z I F SOUTH .1MNDSOR ?o r t I I -� O,pO AR01:200.0 1 199.00 J I i r LOIV, 45, 5, ---- O U ~ . C8 1 j i r W 561 00.00 I\ Do189N I I LEGEND O IRON PIN TO BE SET • EXISTING IRON PIN El MONUMENT TO BE SET o EXISTING MONUMENT -a- EXISTING UTILITY POLE PROPOSED UTILITY POLE _ = EXISTING CATCH BASIN AND PIPE PROPOSED CATCH BASIN AND PIPE PROPOSED STORM MANHOLE EXISTING SANITARY MANHOLE AND PIPE -P- PROPOSED SANITARY MANHOLE AND PIPE PROPOSED WATER MAIN AND HYDRANT EXISTING WATER MAIN AND HYDRANT -R.L.-- ROOF LEADER - S - SANITARY LATERAL - W - WATER LATERAL - F - FOUNDATION DRAIN Q..� STONE WALL --336-- EXISTING CONTOUR -C&SU- PROPOSED CONTOUR x6t,9s EXISTING SPOT GRADE ••® PROPOSED SPOT GRADE SURFACE DRAINAGE FLOW DIRECTION O PROPOSED SANITARY CLEANOUT -' - EXISTING TREELINE PROPOSED TREELINE TP TEST PIT LOCATION AND NO. --- PROPOSED PROPERTY LINE EXISTING PROPERTY LINE ---• -- -• PROPOSED EASEMENT BOUNDARY - -" - -+ SILT FENCE N "� 0 o ,�- SO' F f _ _ _ Z hJV (t . n41: 18 32 1 I W (1 --� --- Y �'RDp ~ j99.DD _ (10 1 INV (,5.. ST I L-== 39 � 7 � I w Lit „ -_"" um s7.1 EX. ce iLt1 F N /F S05'19 10 W cS GA x 200.0 CAR 20 O�Se �- � �O INV ,<15., IN):18. :2 I TF: 790.05 r �- . ~ ¢ w CATHERINE V. PARKINS 17s.s8' !` �. o a� a'EN 1,: zoa� 8 ' , � 50,172 snn, ft. ` -V 1): i� lN,, (Is IN)'787.95 T=�2/.5. 0 I.;_� \ ` `7 PM'F RE !AlV (t2" OUT): C r '�-'r' 3 II �~ ~ _ 1.15 acres TF:te9.so o yy )18i.55 - z 0p rg 1 2' ON l Z `:1s7.8z , rt j 1 s,. RCP i Q 2oT g` y �. ).68 ---�. wgl x so 200.0 1 s a`c. ,y FL:18 7.88 oo rr, O '-` ." / 13•)1 0\ / d FY ° ! \ FL: 187.56 a r oo FNg/ 'Z 2 20 s _ �� ` �� 12 LF 1S' RCP I . t 02 202.0o cuL-DF-SAc 0. - ( . s+75.1s 12 S-0.52x CO 6 00 .2.9, " .00\ \ 3 \ T 90P '1 i •o \ c ;W? flou. CONC. ALK d w � �, � r I 1 I , 1 I r O i_n Nv. 195.00 F ° - - o$ os'o \ _ w \ _� r I 5" / tilt.. PROP. HOUSE W S' �' TF:1�9s.4o sTA 6f 0 772.70' ! µt C.P. 97.4 ` \ - � � 19�I 1 ? ' Q TRIM � EXISTING INV.194. 4 tc 8LD D,a PLUG 2-8• A _ pQ2" 11Q Jt% \ Su• _ " 9 � TRIM nr TP-5 Tow:zoa.00 28 H 25. �,� - E -- VEGETATION T GAR: 203.00 - " cAS+ceTSLD 4+80 \ \ ^ F, Y i PROP. HOUSE 1 .. zY,94 t 4 \ :,\ y = �J GAR 200 0, HSNET# ! PR 0 'E 5� ejr R \ 20' STR EASEMENT - 5403 6 LINES SITE xz02.30 U 499.85 TAN IN FAVOR OF ` > I v9• S -„W E,c,� ° 7 " 9 X 1 6°O TOWN OF SOUAH WIN �^---.. 0. p 'r - - I-Q- Q 707 o R 2 21 , °' j ( 6 .0 51. �q 199,4D T 5 �300.1 "� �'�' o `- � - - NY PROPO p \ - rN INV:194.30 i •3 4= 2 L�26 ] \Y4 �3� , C T�STR SIG ii- 0- 1 9V.9 ,ramq �r ter; 37,913 s ft. d, o " -3 00 3 ,;' s �, 17- �• p' o K° 'wA 2 s d� \ '� Y/: 995.0 q y, R39• Sz L=2 48 ygc6e \ 4 ya c1= '00'00"�� tD s - - - N 0.87 acres / d SSU. 2" �_ 8 o tN : r9p gyC84 �•E N r J� 2a0 * L=39,27 C�.i � / i� 01 �1 I p 4g Q 1 r 0 0 0 _ �, r .4, � - _ 5" �, TP- �� s1.32' `r. �mM� 25. I s' �� ® C.P 1 95 2 > » r SNET# 12 20' STREET N� 341y 44 D_1$• 052 END 4' NC. .2-7- I EE A N7 7' , pRayA 5" j .I 1986 IN FAVOR F Jr 4 � S`ti,$ K', ` � 0 :6 Q TOWN 0 SOUTF' t' -, `�` AN SOR +�� T�5 6p NO2'50 2'E _ TRIM EIS �6• '��� r rIL-'/ ��'O:�oo C�YOyoG AQO �� } PR n{ =43.p5 115 9�p TRIM EXISMNT 5.00 I I�- ` V {• `S o Qj , y. ` s ?o�'ooSF '� J r0W NOl, :1 .95 \ PROVIDE SITE I cb Y _ + c,; 20 ° se °' " IN t9 s LINES R O P O S E D POP, , ° O0 R�4 24 1 i r j I PROP. F(rm �? 3 �. o 00 d, 29 " 61. 2' 0- 9a 2 _- _ 33,080 sq: ft. - " " �'2cAR:zot.00 "°02s k 2p' oo �' g F \ p14 s •oo NO2'5 '22"E 19s. » - \ - 0.76, acres 204.00 - ry k' •00 ~ O �S 6" HEM OCK 'OD SCALE 1 5. 2 Q N F \ \ r. 1 , _ ~ � - so' R�Y`� X zos.7s y 4- j X 200.7s ? � op k?o�? � �y � R 2 `� I 1986 \ 2�� ` _ _ - "- = a"`. �� 30 180 6 . T S Z 6" HEMLOCK16- SUSAN TANDY _ -, ~ _ ~ ~ .._ - _ _ - ,^� q t.-'' .�`_ Z°,,, pR so' F y I o. s' row. � G POP N - - - 0.69 acres X 20 czo °cse S N }, 0 00 4R:20j 7 �` & STOP BA r r ! 'S s -- s -� � NOTES: 3 201.75 c 8 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. Q J_ "`e,'•;...,,.,,..,.\ \ _ X 201.00 , PROP. HOUSE r - _ _ - �� f TOW: 120C" �...� 23 - 202 75 ERTY- 46 39 s f +-`� ` ` _�'�"`"'"""' 9o, - 3 ,527 5q. ft. � GAR:zot75. I2. AREA OF PROP 1,5 q. t. = 10.59 ac. ~ - _ - ~ -- 0.76 acres 2 0 201. - o ~ ,7.75 r PROPERTY i IN oo I- ' S ZONE AA 30. d ` `".,";,,,.-....,,, \ a, co `"� ') �- tti' - s01.00 _ ~ ,X 201.00[')�O N _ N _ \ �-- o i 0 Q _ 201.50 _-- O8' S 4. THE EASTERLY STREET LINE OF NEVERS ROAD WAS DETERMINED FROM MAP REFERENCE #2 & #4 ~ \ \ O6 -� „E .....` "`�:.� 80. 81' \ \ _~ `^ 5Q' R.Y N 30,92222 sq. ft. I i j N 0.70 acres z < AND FROM MONUMENTATION FOUND IN THE FIELD. A STREET WIDTH OF 50' WAS HELD AND 1.552` , ` 14 n'-7 In FOUND TO BE CONSISTENT WITH EXISTING MONUMENTATION. N08'06 05 E �06 L N� � I I 5. PARCEL IN ZONE X - AREA DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN AS PER FIRM COMMUNITY PANEL NUMBER 090036-0002D MAP REVISED FEBRUARY 23, 2001.\ rcc I 31,655 sq. ft. w Q)r J3 6. GALVANIZED FRAMES AND GRATES TO BE USED FOR ALL CATCH BASINS AND THE DETENTION BASIN \ \ , `�� Q, �` ~ ~ j 0.72 acres �� F' I I OUTLET TOP GRATE AND INLET GRATE. N/FJOSEPH M. GOONEY ~ ' ��j m - - -- - " '�:�;, - - - _ _ '? I 7. YARD DRAINS TO BE PROVIDED FOR LOTS 4 AND 5 IF DURING CONSTRUCTION FIELD CONDITIONS INDICATE 6 "OR - ~ ' ~ - NEED FOR YARD DRAINS Ni j JO`1...,.,� MAP REFERENCES: N/F BENT PIPE 1. RESUBDIVISION, TOPOGRAPHY & CONSERVATION PLAN MILDRED W. GRACSHINSKY, NEVERS ROAD, JOHN SULLIVAN ` ~ - - " MILLER ROAD & BERLE ROAD SOUTH WINDSOR, CONN. SCALE 1 "=40' APRIL 30, 1984 ` - j - _ - - - , - I BY A.H. FERNSTEIN L.S. s17;3'�e _-_- R LJ 2. GRAHAM ESTATES - SECTION I PROPERTY OF MURRY HbMES, INC. HAYES & NEVERS ROADS -210- \ SOUTH WINDSOR, CONN. SCALE 1"=40' JULY 1956 REV TO 7-7-56 MORTON S. FINE OWNER APPLICANT SNET# I 1987 3. PROPERTY Y OF THE MARY SEDGWICK ESTATE MILLER ROAD SOUTH WINDSOR, CONN. MILDRED W. GRAUSHINSKY RSK - KELLCO, INC. „ z I SCALE 1 =40 AUGUST 1965 BY WILLIAM J. CARRINGTON L.S. 398 NEVERS ROAD 1744 ELLINGTON ROAD N/F 212_� "- SOUTH WINDSOR, CT 06074 SOUTH WINDSOR, CT 06074 PETER J. & aj ;, 4, AEPRIIL024, 1956 REV TOR4-30-56, BYOUTH PRIM SNDSOR& WEITISTATES,ONNENGINEERSE 1"=60' JOAN D. BEAUDRY LL Tel. 644-8761 a I 5. OAK GROVE III PROPERTY OF RSK CONTRACTORS INC. ROSEMARY LANE N X SOUTH WINDSOR, CONN. SCALE 1"=40' DATE 10-10-78 REV TO 10-20-78 BY EMIL W. LUCEK ASSOCIATES z- x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS O e 11 THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-30015-1 THRU 20-300b-20 ■ Tel. 860.291 • 8755 z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN PROPERTY SURVEY RESURVEY PREPARED FOR: SHEET m INFORMATION. ALL EXISTING UTILITIES SHOULD 5 3/7/05 TOWN COMMENTS MHA THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. GRAPHIC SCALE , Fax 860.291 8757 D e D PLAN BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 02/05/05 PER TOWN COMMENTS MHA AND CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2. �0 0 2� �0 40 S0 esign T��0� C �AUV BRIGH7'1t�AN CIl�C'�.E 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 12/13/04 DETENTION BASIN GLw1 1 �o f essional� inc, 1� BY A LICENSED LAND SURVEYOR PRIOR TO TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 2 12/8/04 TOWN COMMENTS MHA MU LLLER ROAD & NEVERS ERS ROAD CONSTRUCTION. ( IN FEET) , DESIGN. GBS DRAWN• MHA CHECKED: GBS 9 \\v/ +Ij�q- 3. THIS PLAN INVALID UNLESS IT BEARS THE 1 11/11/04 TOWN COMMENTS MHA 12882 1 inch = 40 ft. ■ civil engineers • planners surveyors IMPRESSION SEAL AND ORIGINAL SIGNATURE landscape architects giS g(iS JOB NO.: 1993 DATE.• 10-27-04 1rT+mlurs1r�rn'n T[� OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY RICHARD P. MARTEL LIC. No. 165 South Satellite Road, South Windsor, C-nnecticut 06074 DRAW/NG NO.: JOBS/1992/1993-4.DWG S(D IE v�v u1�71u"s®IL�.9 C(DNMCT CUT 9A o 3082 7F:190.so SNE T j� IN V: 186.55 3 8J ` �""/'�••+..,..� tt 7F:192.80 - � - -- INv 78" fNV {18" OU7): 785 25 - - - _ =C _ —^ , "`fT.__-_..___ If EX. `--_ -= c-_ TF:191.52 END OF WAW I I N/F MILDRED W. 1a6 GRAUSHINSKY �- PARCEL A (TO BE 192 0 NT COMBINED WITH �'-- 194 I I�N N/F MILDRED W. � �198 19r, GRAUSHINSKY a 25, 566 S.F. ko a -+-. 1 I i i 0.58 AC. JD- N �N K N/F CATHERINE V. PARKINS r � JL C cot 20o— g - _ vi 37,913 sq. ft. 0.87 acres 21 x1z'— N /F� —= SUSAN TANDY �� ,i' - 16- O 11 11 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. THIS PLAN I S FOR SEDIMENTATION A N D 4 3/7/05 TOWN COMMENTS MHA 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO EROSION CONTROL ONLY AND I S NOT TO 3 2/8/05 TOWN COMMENTS MHA CONSTRUCTION. 2 12/8/04 TOWN COMMENTS f 3. THIS PLAN IS INVALID UNLESS IT BEARS THE BE USED F 0 R UTILITIES CONSTRUCTION. 1 11/11/04 j::MHA TOWN COMMENTS MHA NO. DATE DESCRIPTION BY IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. GRAPHIC SCALE 40 0 20 40 80 (INFI'm) 1 inch = 40 ft. IA V IA V { 8"t0b,43 1 SNET# cry TF:790.05 1 +NV (Is" i:V;: t87.95 11NtV (12" OUT): 187.5,r 18" Rt`P I,I FL:187.88 I I II( � I I 1` SHET1{ 5403 i -ice i CONSTRUCTION ENTRANCE PAD SNET# 1 j 1986 I i w J iC �_ i fj _J I J t � J i1 i F# I I �,N87 9k-E i , i- I MAP REFERENCES: 1. RESUBDIVISION, TOPOGRAPHY & CONSERVATION PLAN MILDRED W. GRACSHINSKY, NEVERS ROAD, MILLER ROAD & BERLE ROAD SOUTH WINDSOR, CONN. SCALE 1"=40' APRIL 30, 1984 BY A.H. FERNSTEIN L.S. 2. GRAHAM ESTATES - SECTION I PROPERTY OF MURRY HOMES, INC. HAYES & NEVERS ROADS SOUTH WINDSOR, CONN, SCALE 1 "=40' JULY 1956 REV TO 7-7-56 MORTON S. FINE 3. PROPERTY OF THE MARY SEDGWICK ESTATE MILLER ROAD SOUTH WINDSOR, CONN. SCALE 1"=40' AUGUST 1965 BY WILLIAM J. CARRINGTON L.S. 4. SECTION I SOUTH WINDSOR ESTATES, SOUTH WINDSOR, CONN. SCALE 1"=60' APRIL 24, 1956 REV TO 4-30-56 BY PRIMUS & WELTI ENGINEERS 5. OAK GROVE III PROPERTY OF RSK CONTRACTORS INC. ROSEMARY LANE SOUTH WINDSOR, CONN. SCALE 1 "=40' DATE 10-10-78 REV TO 10-20-78 BY EMIL W. LUCEK ASSOCIATES i Tel. 860.291 • 8755��((��//jj(( ((��(�jj (�jj ■ Fax 860 291 8757 8L�uJtllil`/UEtlV�U ,,-,, i1 t1ON a 'sign ■ COOS SOON CONTROL PLAN N rof 4Vt5%%wjKJn921s, mu. civil engineers • planners surveyors landscape architects • gis • gps 165 South Satellite Road, South Windsor, Connecticut 06074 DESIGN.- GBS DRAWN.• MHA I CHECKED.- GBS Joy No.: 1993 DA TE.• 10127104 DRAWING NO.: JORS11992/1993-6.DWG • MULLER ROAD & NEVERS ROAD •. s EfF:19�HTF C 1 my (1 EN):1s5.30 - INV (is.OU1):ts5.25 ��V RIN, P ARKINS LOT 6 TOW: 204.00 F VA MI, -OR NS W. GRAVSN 100.00' -n — _ •- - - - - - . cnNC. EX. Cb _ 79.261�� P ARCEI- A (.To 8E COMBINED Wl-T" `+ N/F MILDRED W. w GRPAUSI"NSK in 1 -�' o 1 � � 25,566 S �"o 0.58 PIC' '[0 00 OZ i � A A m S05' 9_ () I 200 196 192 200 188 196 184 192 180 188 176 DAEm "" DAnW M" 176.00 18-900 SCALE: VERTICAL: 1 "=4' 7+00 6+50 6+00 5+50 5+00 4+50 4+00 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00 0Zx 1 11 z m 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD REVISIONS 4 3/7/05 TOWN COMMENTS MHA BE FIELD VrRIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3 2/5/05 TOWN COMMENTS GBS 2 12/8/04 TOWN COMMENTS MHA 1 11/11/04 TO*N COMMENTS MHA 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY { F � 1 l 11 t1 11 p � SNET# 11 ' I -e- g85 it 11 11 y } 1 i1 i It 1 > 11 r t, I 11 f '. 1s7 32 ; tf':19U.05 -it im, (18' Irl}: t87 1-5B) 57.1 187 42 11 i, 1NV (12" OUT):117.55 ):t1592it 11 • is" RCP 37.56 r RCP 1 � 3 i O� SNET# 5403 ?ROPOT ES G gTREE � p 1 �39.27 -mm EX1S11N i0 VEGETA110N PROVIDE SITE LIMES n EXISTING STORM 18" DRAIN ST TF: IN 0+00 90.79 18 rn w rn m rn rn 0)rn m OR rn a rn g N .h 9 N HORIZONTAL: 1 =40 0+00 Tel. 860.291 • 8755 GRAPHIC SCALE Fax 860.291.8757 'a 0 20 40 80 esian IN FM , rofessionals, inc. I civil engineers . planners • surveyors 1 inch = 40 ft. landscape architects gis • gps 165 South Satellite Road, South Windsor, Connecticut 06074 U+0V 1+00 1+50 2+00 2+50 PLAN & P�OFI�LE DESIGN- GBS DRAWN.• MHA I CHECKED.- GBS JOB NQ: 1993 IDA TE- 10127104 DRAWING ND: 10BS119921199J-7.DWG PREPARED FOR: 3+00 BRIGHTMAN CI CLE SMH STA 3+23.03 (4+90.00 BRIGHTMAN CIRCLE) TF:197.44 INV.186.70 tCONMICTU CUT SHEET cJ DIMENSIONS DIA, A B C D E F R-1 R-2 12' 4' 2'-0' 1 6'-0 3/8 6`-0 3/8 2'-0' 1'-7 15/16' 1'-0 1/4' 9' 15' 6' 2'-3' 1 T-10' 6'-1' 2'-6' 2'-0 5/16' V-0 1/2' 11' 18' 9' 2'-3' T-10' 6'-1' T-0' 2'-5' 1'-31/2' 1'-0' 24' 9 1/2' Y-7 1/2' 2'-6' 6'-1 1/2' 44' 2'-9 3/16' F-4 13/16 F-2' 30' 1'-0' 4'-6' 1'-7 3/4' 6'-1 3/4' 5'-0' 1 3'-1' 1 Y-6 1/2' V-3' 36' Y-3' T-3' 2'-10 3/4 8'-1 3/4' 6'-0' 3-11 13/16' 2'-0 5/16 1'-B' 42' 1'-9' T-3' 2'-11' 8'-2- 6'-6' 4`-5 7/81 2'-3 1/2' F-10' 48' 21-0' 6'-0' 2'-2- 8'-2- 7'-0' 1 C-81/2' 1 2'-41/2` 1'-10' I3.T: Y 4d PLAN SECTION Y-Y SECTION X-X JOINTS PiALL DE TONGUE D fi AND OR DELL AND SPIGOT AS REOUDED TO CONCORN TD PIPE. WALL THICKNESS SHALL CMFORM TD PIPE THICIMSS STRUCTLRE SHALL DE PLACED ON EXISTING SUITABLE COIPACTED ERIM. MTOR it CRw M USE. K�7►L�]:i�i���IiI>4l ❑❑❑ 00 ❑❑0❑O ❑ O ❑ ❑ O 6" CT D.O.T. 2" STONE TO BE PLACED 000 ❑ ❑ OVER FILTER FABRIC MATERIAL 77 O❑❑❑❑❑ 000000 o 0003001 in ❑00 ❑❑ ❑❑❑ 3001 ❑❑O ❑❑ 000 ❑❑ 00❑ 0 ❑❑O EDGE OF PAVEMENT ANTI -TRACKING APRON N.T.S. ANGLE POSTS 1. SET POSTS AND EXCAVATE A 6"x6" TRENCH 5' UPSLOPE STABILITY FOR STABILITY POST UPSLOPE FROM POSTS. SILT AND SELF - FENCING CLEANING. 12" MIN. 2. STAPLE THE SILT FENCING TO THE END OF THE P=OST 3. ATTACH FILTER FABRIC TO 4. BACKFILL THE FILTER THE WOODEN POSTS AND LXTEND TRENCH AND COMPACT FABRIC IT INTO THE TRENCH THE EXCAVATED SOIL. COMPACTED BACKFILL I- I -Tl f-1TV - -I CONSTRUCTION OF SYNTHETIC FILTER BARRIER 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 Ilk o a��0 a o(00000jo a oo� ❑ o 0❑ ❑❑ oo ❑ o0 ° vo o�A O o 0 0 o O �j o c'� 0p00 23.875" Dia. 1" 1.25" 1.25" 0.38" 1'25.1 1.125" 0.75" 0.875 I 1.1 2Wy0.56" --I 0.56" -L 3.6875" 1.94" 17" Dia. SECTION A -A CAST IRON COVER N.T.S. 2 - 1.5" Dia. 24.50" Dia. 0.75' Handlinq Holes 1.50" 2.125" 1.50" 8- 1.50" 21. 5" Dia. 0.75" 0.75" 6" 36" Dia. 48" Dia. SECTION B-B CAST IRON FRAME N.T.S. 9 A STORM SEWER STRUCTURE ig (� I I 9 9 FLOW 9 \ FLOW ® 9 j ANCHOR WITH TWO 2%2"x3' STAKES IN EACH BALE HAYBALE INSTALLATION AT CATCH BASINS N.T.S. o u x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE m INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL 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. REVISIONS 2 3/7/05 TOWN COMMENTS MHA 1 12/8/04 TOWN COMMENTS MHA NO. DATE I DESCRIPTION By BITUMINOUS CURB C£XO.fpo 3' 1 w�FRE Q. SIDEWALK ISE8PE-NST T EXCEED 142 dOIEI 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. �L 3' MIN, 3'-4' MAX SURFACE SHALL DE TEXTURED AND NDN-SLIP. CONCRETE SIDEWALK HANDICAP RAMP NOT TO SCALE 5" CONCRETE SIDEWALK (WHERE REQUIRED) SEE DETAIL ODE -�-------� �4"PER FOOT 1/2"PER FO1 4" TOPSOIL & SEED 0'-8 5/ 4'-6 3/8' W-8 13/16' 1-•- 3'-1 3/4' FRONT ALL MATLi�IALS ARE TO MEET CONN. D.O.T. SPECIFICATIONS FORM 814A AS AMENDED 50' RIGHT OF WAY 1 26' PAVEMENT 1/2' SMOOTH STEEL BARS 4'X8' OPENINGS 13, SPOT WELD @ EACH J❑INT BITUMINOUS CONCRETE CURB POINT OF APPLICATION GRASS STRIP RES RVED FOR HYDRANTS, POLES, ETC. BITUMINOUS CONCRETE CURB OF GRADE 3/.E /-< -- 3 Mq 8 ' PER FOOT 3 8"PER FOOT 1 /2"PER FOOT R�Sk�MUM ENT/q40pF SUBBASE: 8" GRAVEL (DEPTH SHALL BE INCREASED TO 12" 4" TOPSOIL &SEWHERE LEDGE WyFRf ROCk -BASE COURSE: O 6"RPROCESSED TRAPROCKOCK IS PRESENT) T BASE (COMPACTED) ATION OF OMEET GRADATION M05.01-1 /S PRESENT) 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 EAVEMENT CROSS SECTION N.T.S. LOT LINES SUDDIVISWN PROPERTY SIDEWALK (WHERE REQUIRE EE NOTE 81 THIS PROPERTY REVERTS TD ABUTTING PROPERTY OWNERS WHEN STREET IS EXTENDED. PAVEMENT REMOVAL, GRADING, SEEDING, EXTENSION OF CONCRETE SIDEWALKS AND ALL OTHER WORK INCIDENTAL TO REMOVING CUL-DE-Fl: ARE REQUIRED UPON STF'<ET EXTENSION OF WAY LINE SIDEWALK MERE REQUIRED) RIGHT OF WAY LINE NDTEI FOR PERMANENT CUL-DE-SAC SIDE WALK SIDEWALK L CUL-"DE WHD (WERE REQUIRED) PERMANENT RESIDENTIAL TEMPORARY OR PERMANENT CUL-DE-SAC RESIDENTIAL CUL-DE-SAC NOTE MI, 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 LAN / STREETS / CROSS-COUNTRY PAVED AREAS TOPSOIL do SOD OR SEED ­7 /�f f BASE AND PAVEMENT PER PAVEMENT DETAIL APPROVED GRANULAR NON - ORGANIC BACKFILL MATERIAL PLACED AND COMPACTED IN (MAX.,TS. ONE FOOT (1') ­ � MIN. 4•. 4 . :._ .. 12' MIN. 6�,MIN. SAND (Ci DOT M.03.02-2 FINE AGGREGATE) 8' DUCTILE IRON PIPE SECTION WATER MAIN TRENCH SECTIONCA1 NOT TO SE Type "C-L" top and grate 13/16' I(� TOP STANDARD PRECAST CONCRETE UNIT----- ORIFICE 18' OUTLET PIPE MODIFIED RIP RAP PAD - Class "A" Concrete1-0 Concrete SIDE \ CIRCULAR FASTENERS TO BE SPOT WELDED AS DEPICTED AND ANCHOR BOLTED INT❑ FRONT OF STRUCTURE WITH MINIMUM 1/2'X3' STAINLESS STEEL BOLTS NOTES: 1. ALL EXTERIOR WALLS OF CATCH BASIN WILL BE FACED, PAINTED AND GROUTED WITH CEMENT. Type "C-L" Top 2. LADDER RUNGS SHALL BE PRO- witA grate VIDED IN CATCH BASIN WHERE h Type " 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- SIDE OF 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. 10. TOP GRATE SHALL BE SECURED TO FRAME. DETENTION BASIN OUTLET NOT TO SCALE PIPE SIZE A B C D E F 6 H WT RIP -RAP IN TONS 15' 10, T 1 1/2' 1' 1' 4 1/2' 1 112' 3' 6 18' 12' 8' 2' 1' 1' 5' 2' 4' 8 21' 13' 9' 2 1/2' 1 1/2' 1' 7' 2 112 4 1/2' 12 24' 17' 10' 1 2 1/2' 1 1/2' 1 1' 8' 2 1/2' 5 1/2' 15 30' 20' 13' 3' 2' 2' 91 3' 6' 22 36' 1 3 1/2' 2' 2' 9 1/2' 3 1/2' 7' 33 A NDTEI FILTER FABRIC SHALL BE NONWOVEN CLASS 2, WITH PERMITTIVITY OF 0.5 TO 0.1 SECT AND AOS OF 0.43 mm TO 0.22mm AND SHALL MEET AASHTO M288-96. a PLAN LING GRADE THEIRSURFACE RIAL ABRIC E> TE SECTION A -A NOTEI THIS IS A MINIMUM SIZING OF RIP RAP AND SHALL BE IN ACCORDANCE WITH DOT OR NRCS METHOD ENERGY DISSIPATOR NOT TO SCALE A Tel. 860.291 • 8755 ■ Fax 860.291.8757 esign rof esslonals, inc. DESIGN. • GBS DRAWN• MHA CHECKED.' GBS civil engineers •planners •surveyors landscape architects • gis • gps JOB NO.: 1993 DATE.• 10127104 165 South Satellite Road, South Windsor, Connecticut 06074 DRAW/NG NO.: J035/1993/1993-8-9.DWG I i I I , I . I ; PZ PZ t�> . � Ire t� :� I : � � : I�Z � l�Z ��� : •� Ire SHEET 8 B CONCRETE OR BRICK INVERT B FLOW SECTION A -A ST7OF M.N. FRD COVER ADJUST TO GRADE WITH MAX. OF FOUR COURSES CONC. BRICK w O v 16"TYP PRECAST REINFORCED CONCRETE MANHOLE ECCENTRIC CONE w 5" ALUM. j STEP REINFORCED CONCRETE t MANHOLE SECTIONS WITH w "0 RING" JOINTS > � 5" mm A 4'-0" DIA /{ NFORCED MAINHOLE BASENCRETE z FLOW 14"X10" FORGED ALUMINUM SAFETY RUNG 'IHOLE STEPS i6"O.C. TOP STEP TO BE 4" BELOW FRAME ---J71 -\ `-CONCRETE OR BRICK MORTAR INVERT 6" 3/4" CRUSHED STONE FOUNDATION :,ECTION B-B REINFORCED PRECAST CONCRETE MANHOLE not to scale LAWN/ STREETS/ CROSS-COUNTRY PAVED AREAS SEE PAVEMENT DETAIL 4, .0 Approved granular non -organic baokfill In 12- �' - _ - material placed and compacted one foot (max.) lifts. O .0. . ° ' Warning tape per Conn. General Statute 16-345, .. fl• section as amended, placed 12' (min.) to 24" (cmxJ above the top of pipe. o .0 • othe Sand Blanket 72' .. ,.. .. Pipe, as specified Filter Fobrlc (on pipe and troprook) 1/2 0.0... .. PIPE .... - _ , �3/4' Broken Troprock 1 /2 0.0. 1 Q Q 4 Q edlrected material- h/ ed stone bedding exeowUon ' 4 Q rock or - the engineer. The material shall meet D,O,T. M.01,01.21 for 3/4' 6' Min. Q 4 Q 4 Q 4 Q 4Q Q 4 Q stone. Backni to centerline of -r-- pipe when ushg Pdyethyiene or 1 A.B.S. pipe. 12" Pl 12" TYPiCAAL�pL�ry,SANITARY R dAil.,1.1A4..�., SElf.IQ_ �,�qq, NOT TO SCALE A Fr x d• I 1n 4'-4" PLAN VIEW APPLICATION OF GRADE V-7 3/8,"' _PVMT;CROSS-SLOPE �w w m T- X Q x t0 W 2 CV I V) N 2 (,) w Wow V U 25 _ -F W N M U_ �QZ z3 w_ �o PROPOSED GRADE DEPTH TO INVERT VARIES SEE PROFILES 6 [N. 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 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. BACKFILL TO SPRINGLINE OF PIPE WITH 3/4, STONE WHEN USING POLYTHYLENE OR CPP PIPE STORM DRAIN TRENCH DETAIL NOT TO SOME NOTES: 1. ALL EXTERIOR WALLS OF CATCH BASIN WILL BE FACED, PAINTED AND GROUTED WITH CEMENT. 2. LADDER RUNGS SHALL BE PRO- VIDED IN CATCH BASIN WHERE HEIGHT OF STRUCTURE EXCEEDS 8 FEET. 1 3. IN SANDY SOILS APPLY DAMP - PROOFING ON ALL FOUR WALLS. 4. RED BRICK NOT TO BE USED. 5. WHERE PRECAST CONCRETE UNIT IS USED FOR SUMP THE TOP OF THE UNIT SHALL BE AT LEAST 6" BELOW THE BOTTOM OF THE PIPE OUTLET FROM THE CATCH BASIN. 6. WHERE MASONARY CONCRETE UNITS ARE USED CORBELLING WILL BE PERMITTED. MAX. CORBEL TO BE 3". NO PROJECTION SHALL EXTEND IN- SIDE OF LiMITS. 7. ADJUST FRAME ELEVATION WITH BRICKS 6" TO 12" 8. PROVIDE MINIMUM 2'-0" OF COVER OVER PIPE AT BELLS 9, PROVIDE 6" OF 3/4" TRAPROCK UNDER EACH STRUCTURE AT BASE. 8" V-1 5/8" BRICK LEVELERS 1 378 o w '- o F---- 4'-8 3/4" z CLASS 'C' CONC. `r � OR PRECAST CONC. BLOCK 8 : : I-• - 4'-0' J\,\_CLASS 'c.' " 'NC. +-- 4'-4' {-- 5'-4- SECTION B-B SECTION A -'A TYPE V CATCH BASIN not to scale zo o x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE m INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL 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. 3-5/8' PERVIOUS BACKFILL ABOVE THIS Fi.EVATION. MAX. DEPTH 3'-0" BELOW THE TOP OF THE STRUCTJ REVISIONS 4 3/7/05 TOWN COMMENTS MHA 3 02/04/05 PER TOWN COMMENTS MHA 2 12/8/04 TOWN COMMENTS MHA 1 11/11/04 TOWN COMMENTS MHA NO. DATE DESCRIPTION BY Ll FLOW BRICK MASOt1RY TWA£ LATERALS TAME S. 1/4'/1114IER8 APPt1CA&Z _ YA" UP To MATCH CftOMN OF LARGEST PIPE MAWME PIPE SHAU NOT Y-W III LENGTH tea PREGIST caNcatTE YAN14OLE SASE EOC41TR10 TOP 4' STUB (AS Atai ED) TYPICAL MANHOLE NOT TO SCAM VERNON SWDARO FRAMEaR COVVt USE WATERPROOF IFRAME R COVER tt4 riEILAND AREA. (SEE OETAR R NOTE ON TM SH(ET} AO= TO FWI$OCp CRAM INN BRICK 12' MAX L6N a- PRECAST RINFORCEO COkCAETE MANHOtE TOP ETxFli"M TIP£ Ens. COATktc KOPPWS 3OOM OR EQUAL) MANHMEXCA r FOR .}O1rtnNC MATERIAL SEE SPECIFICATIONS LIWT to Y_CrPAYMENT TWIT W PLUS 3'-0' UCH SWE �- p IV P 1 S-O a 15+ DUgN *NM• ♦-IS' WALL 00CWT (uN1Ess HHTDICATETI THE vLANs) IN ng 6'tuN, 1S+ wAtt HOCHY i:,r, s; PRECAST FtEw RC7:D • BAtxFn.t OR w CONCRETE MARMW CRAVEL FILL 9A0RELS MATERIAL PRECAST COMPLETE MAMA BASE W/ FORM CROOK IN MANN" SASE TO itEQPRENE RING CASKET RECEIVE Tt7AR4C ai MANFFOIE BARRELS 4' MB ccwEGTof WITH PLUG (AS REDO.) SLEEVE (nV.) 'SEE PWE PLNETRATiON MAX 3/4• CRUSHED STONE BEDDM 4-t6' WALL HEIGHT trwli IS'- WALL HOCW NOTE: MANINOLE SHALL GOMPLY VtN AVV SPEGFt0w710NS C476 LATEST RE:1ASIONS SECTION -WITH TYPICAL MANHOLE SIDE LATERALS SECTION A -A wolf TD ScAtE 'r i -v V-10 1 /2" r PLAN VIEW 2" 51 2 5/8"DIA. HOL FOR J4 BARS 7'-4 LONG 2L 3 1/2"x2 1/2"x1/2" 1/4" 1 4 S4xs.5 DETAIL 'A' SECTION A -A SECTION B-B DOUBLE GRATE CATCH BASIN TYPE 11 NOT TO SCALE 1 BEAM NG GENERAL NOTES: CONSTRUCTION SEQUENCE 1. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR AND THE OWNER SHALL HAVE A 1. ALL CONSTRUCTION TO CONFORM TO TOWN OF SOUTH WINDSOR STANDARDS PRF-CONSTRUCTION MEETING WITH THE TOWN OF SOUTH WINDSOR. AND SPECIFICATIONS. 2. THE SURVEYOR SHALL STAKE -OUT THE LIMITS OF CLEARING AND GRUBBING_ 3. INSTALL ANTI -TRACKING APRON AT ENTRANCE DRIVE AS SHOWN ON THE PLANS. 2. ALL PROPOSED CATCH BASINS ARE TO HAVE 4 FT. SUMPS. 4. THE CONTRACTOR SHALL COORDINATE WITH THE PROPER AGENCIES FOR RELOCATION 3. ALL PROPOSED DRIVEWAYS SHALL HAVE A 1" LIP, OF ANY UTILITIES OR SIGNS. 5. INSTALL EROSION AND SEDIMENTATION CONTROL MEASURES AT LIMITS OF CLEARING 4. CONTRACTOR SHALL OBTAIN ALL i%,_QUIRED PERMITS PRIOR TO CONSTRUCTION. AND GRUBBING. MAINTAIN ALL CONTROL MEASURES AS CONSTRUCTION PROGRESSES. 6. REMOVE TOPSOIL FROM AREAS OF DISTURBANCE AND STOCKPILE IN THE LOCATIONS 5. FIELD CHANGES SHALL HAVE PRIOR APPROVAL OF THE TOWN OF SOUTH WINDSOR AS SHOWN ON THE PLANS, RING SOIL STOCKPILES WITH SILT FENCE IMMEDIATELY AND/OR AGENT AND THE DESIGN EN61NEER. AFTER CREATION. ESTABLISH VEGETATION ON SOIL THAT IS TO BE STOCKPILED FOR LONGER THAN 30 DAYS. REFER TO SEEDING SCHEDULE FOR VEGETATIVE COVER OF 6. CATCH BASIN TOPS SHALL NOT BE CEMENTED DOWN UNTIL FINAL GRADES ARE SET. DISTURBED AREAS. 7. CONSTRUCT AND STABILIZE WATER QUALITY/DETENTION BASIN INCLUDING OUTLET 7. ALL PROPOSED UTILITIES ARE TO BE UNDERGROUND. STRUCTURE, AS SHOWN ON THE PLANS, PRIOR TO CONSTRUCTION OF STORM DRAINAGE SYSTEM. 8. UNLESS OTHERWISE NOTED OR SPECIFIED, ALL ROADWAY AND STORM DRAINAGE NO STORMWATER SHALL BE DISCHARGED TO THE BASIN UNTIL THE BASIN IS STABILIZED WITH LOAM AND SEED, OR EROSION CONTROL MATTINGS. CONSTRUCTION SHALL BE CONSTRUCTED IN CONFORMANCE WITH 8. CUT AND FILL ALL AREAS OF CuNSTRUCTION TO SUBGRADE ELEVATIONS. THE TOWN OF SOUTH WINDSOR PUBLIC IMPROVEMENT SPECIFICATIONS AND IMMEDIATELY STABILIZE SLOPED AREAS WITH HAY MULCH OR BY HYDROSEEDING. THE STATE OF CONNEC11CUT "STANDARD SPECIFICATIONS FOR ROADS, BRIDGES, AND INCIDENTAL g, INSTALL STORM DRAINAGE. PROTECT TOP OF EXISTING CATCH BASINS WITH CONSTRUCTION, FORM 814" OR MOST CURRENT ISSUE. PERTINENT CONSTRUCTION HAYBALES AND FILTER FABRIC AS SHOWN IN THE DETAILS. DETAILS THAT ARE NOT INCLUDED WITH THESE DRAWINGS SHALL CONFORM TO THE STATE 10. PLACE PAVEMENT, CURBING, AND LOAM, SEED AND MULCH OR HYDROSEED ACCOR" DING OF CONNECTICUT, DEPARTMENT OF TRANSPORTATION STANDARD ROADWAY DETAILS. TO SEEDING SCHEDULE. 9. MAXIMUM SLOPE OF FiLL TO BE 3:1. ALL FILL MATERIAL TO BE CLEAN MATERIAL. 11. AFTER ALL SITE WORK IS COMPLETED, INCLUDING SPREADING OF TOPSOIL AND SEEDING, "CLEAN FILL" MEANS UNCONTAMINATED NATURAL SOIL OR ROCK WHiCH IS INERT THE CONTRACTOR SHALL CLEAN ANY SILT OR DEBRIS FROM ALL STRUCTURES AND PIPES. IN TERMS OF LEACHING AND POSES NO THREAT, PRESENT OR FUTURE, OF POLLUTION PIPES SHALL BE CLEANED BY WATER -JETTING AS NEEDED AND CATCH BASIN SUMPS TO SURFACE WATERS OR GROUNDWATERS. MOREOVER, CLE t.N TYPICALLY EXCLUDES, SHALL BE CLEANED BY MANUAL EXTRACTION OR SUCTION LINE. AS NEEDED. BUT IS NOT LIMITED TO THE EXCLUSION OF DEMOLITION OR CONTRUCTION 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 ESTIMATED START DATE FOR CONSTRUCTION - WINTER 2004 FROM LAND; NONPUTRESIBLE SOLID WASTES, COMBUSTIBLE OR NON-COMBUSTIBLE; AND ESTIMATED COMPLETION DATE FOR THE PROJECT - FALL 2005 BULKY RUBBISH OR REFUSE, INCLUDING PUTRESIBLE SOLIDS, SEMI -SOLIDS OR LIQUIDS. (SUBDIVISION ROADWAY ONLY) 10. ALL STUMPS TO BE CHIPPED ON SITE. STUMPS NOT CHIPPED SHALL BE REMOVED FROM SITE, NOT BURIED. SEDIMENTATION AND EROSION CONTROL NARRATIVE 11. EXISTING UTILITIES AS DEPICTED ON THIS PLAN ARE TAKEN FROM AVAILABLE INFORMATION. 1. PRIOR TO THE START OF CONSTRUCTION, FILTER FABRIC BARRIERS OR HAYBALES SHALL BE INSTALLED THE CONTRACTOR IS TO HAVE EXISTING UTILITIES FIELD �� VERIFIED PRIOR TO CONSTRUCTION. IN CONFORMANCE WITH "GUIDELINES FOR SOIL EROSION AND SEDIMENTATION CONTROL" AS PUBLISHED BY BEFORE EXCAVATING, CONTACT CALL BEFORE YOU DIG AT 1-800-922-4455. THE CONNEC11CUT COUNCIL FOR SOIL CONSERVATION SERVICE. SUCH MEASURES SHALL BE MAINTAINED IN PLACE UNTIL SUITABLE PERMANENT VEGETATION IS ESTABLISHED. 12. THE CONTRACTOR SHALL APPLY TEMPORARY DUST CONTROL MEASURES AS NEEDED 2. HAYBALES AS SHOWN TO BE BUTTED TIGHTLY END TO END ANDS ..i;ED IN PLACE USING TWO 2" x 2" x 36" TO ACCOMPLISH CONTROL. MECHANICAL SWEEPERS SHALL BE USED ON MILLER WOODEN STAKES PER BALE. ROAD WHERE NECESSARY TO PREVENT DUST BUILD UP. 3. HAYBALES TO BE PLACED SO THAT STRING DOES NOT COME IN CONTACT WITH THE GROUND. 13. GALVANIZED FRAMES AND GRATES TO BE USED FOR ALL CATCH BASINS AND THE DETENTION BASIN OUTLET TOP GRATE AND INLET GRATE. 4. ALL EROSION CONTROL MEASURES ARE TO BE MAINTAINED OR REPLACED DURING CONSTRUCTION AS NECESSARY. TEST PIT DATA IS FOR GENERAL INFORMATIONAL PURPOSES ONLY, AND APPLIES ONLY TO THE SPECIFIC LOCATION OF THE TEST PIT. ANY INTERPRETATION OR EXTRAPOLATION OF THE DATA IS AT THE SOLE RISK OF THOSE USING THE DATA. ANY CONTRACTORS BIDDING ON THE PROJECT ARE RECOMMENDED TO EXCAVATE ADDITIONAL TEST PITS TO ASCERTAIN THE EXISTING SOIL CONDITIONS. TP1 TP4 0-12" TOPSOIL 0-12" TOPSOIL 12-19" LT BRN VERY SILTY LOAM 12-24" TAN SILTY LOAM 19-30" MED BRN SILTY LOAM 24"-6' LIGHT BROWN TO RED SILTY SAND & GRAVEL 30-46" BRN SANDY LOAM 5-6' DECOMPOSED LEDGE 46-52" BRN SAND 6' REFUSAL - LEDGE 52-60" RD BRN GRAVEL/SAND 60" LEDGE - REFUSAL TP5 TPS TOPSOIL TP2 12-24" TAN SILTY LOAM 0-12" TOPSOIL 24-30" RED SAND 12"-10' RD GRAVEL - SAND LENSES 30"-10' DARK RED/BRN GRAVEL- COMF.ICT 9'-10' SOME DECOMPOSED LEDGE NO SOLID LEDGE HIT TP6 0-14" TOPSOIL TP3 14-20" LT BRN/TAN SILTY LOAM 0-12" TOPSOIL 20-30" BROWN SILTY GRAVELLY LOAM 12-30" RED VERY COMPACT SILTY LOAM 30"-90" RED SILTY DECOMPOSED LEDGE 30-44" RED/BROWN VERY COMPACT SILTY LOAM 44"-10' COMPACT GREY GRAVEL - VERY BONEY TP7 0-12" TOPSOIL ROOTS GEN ® 12" 12-24" TAN SILTY LOAM NO WATER 24-30" RED/BRN )AND - LITTLE SILT NO MOTTLING OBSERVED 30"--5' RED GRAVEL -SOME SILT-BONEY 5'-8' DECOMPOSED RED/BROWN LEDGE EXCAVATED TRENCH WIDTH NATURAL CLAY 3/1 4. 4'-0" (MAX.) (TO OUTER MANHOLE WALLL V-6' 2' MIN. nu n4,wl xxn, Ina., rr[ .x«0 PLAN VIEW SEE NOTE 13 /- SAND BLANKET (TYP.) / /-FABRIC (SEE NOTE #4) �-NATURAL CLAY 3/4" BROKEN TRAPROCK (TYP.) TO TOP OF PIPE. PROFILE VIEW BROKEN TRAPROCK (TYP.) OF EXCAVATED TRENCH NOTES: 1. CLAY DRAINAGE STOPS TO BE LOCATED ON UPSTREAM SIDE OF MAI;' "A.ES, AND SPACED A MAXIMUM OF 100 +/- APART, OR AS DIRECTED BY THE TOWN ENGINEER. NME#41 2 WIDTH OF STOP SHALL EXTEND TO UNDISTURBED MATERIAL ON FILTER FABRIC SHALL BE ONUVEN BOTH SIDES OF TRENCH. CLASS 2, WITH PERMITTIVITY OF 05 TU DJ SECS AND ADS IF 3. WHERE ROCK IS ENCOUNTERED, HEIGHT OF STOP SHALL EXTEND 0.43 mm TD 0,2 m AND SHALL TO THE TOP OF ROCK. MEET AASHTU MM-9& NATURAL CL. -Y DRAINAGE SIMS NOT TO SCALE �!Sr, 10' ` GRAVEL ACCES DRIVE NOT TO SCALE MILLER ROAD CURB DETAIL NOT TO SCALE 5. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF ALL SEDIMENTATION AND EROSION CONTROL MEASURES SHOWN ON THESE PLANS. THIS RESPONSIBILITY INCLUDES IMPLEMENTATION AS WELL AS MAINTENANCE. ANY PROPOSED CHANGES TO THIS PLAN MUST BE APPROVED BY THE ENGINEER AND/OR THE PROPER LOCAL TOWN AGENCY. 6. ANTI -TRACKING APRON SHALL BE INSPECTED REGULARLY TO ENSURE PROPER OPERATION. STONE TO BE ADDED TO OR REPLACED AS REQUIRED, AND CONTRACTOR WILL BE RESPONSIBLE FOR SWEEPING EXISTING ROADS AS REQUIRED. 7. AREAS TO BE LEFT BARE FOR MORE THAN 1� DAYS SHALL BE TREATED WITH AIR DRIED WOOD SHIP MULCH OR SEEDED WITH PERENNIAL RYE-GRASS UNTIL FINAL GRADING AND STABILIZATION IS TO TAKE PLACE. 8, ALL DISTURBED SLOPE AREAS IN EXCESS OF 3:1 SHALL IMMEDIATELY RECEIVE MULCH AND TEMPORARY SEEDING IN ACCORDANCE WITH THE FOLLOWING RECOMMENDED APPLICATION RATES: MULCH: RATE: HAY OR STRAW 90# / 1000 S.F. TEMPORARY SEEDING: RATE: PERENNIAL RYEGRASS 1.0# / 1000 S.F. 9. CONTRACTOR SHALL PERIODICALLY CLEAN CATCH BASIN SUMPS AS REQUIRED DURING CONSTRUCTION. 10. AN APPROVED EROSION CONTROL BOND IS REQUIRED BEFORE THE START OF ANY CONSTRUCTION ACTIVITY. 11. FROZEN MATERIAL SHALL NOT BE USED FOR FILL NOR SHALL FILL BE PLACED OR COMPACTED ON FROZEN GROUND. ;ED GRAVEL BASE L BIT. CURB - SEE BITUMINOUS CURB DETAIL INSTALL PAVEMENT, BASE AND SUB BASE OF SUFFICIENT WIDTH TO ALLOW INSTALLATION OF BIT. CURB WITHOUT REDUCTION OF EXISTING PAVEMENT WIDTH. Tel. 860.291 - 8755 Fax 860-291.8757 esign &1rof essionals� Inc. DESA54.• G6S DRAWN.• Mf r4 CHECKED.GBS 0 civil engineers - planners • surveyors ■ landscape arch's'. >cts - gis • gps /G8 NO.: 1993 DATE.- 10127104 165 South Satellite Road, South Windsor, Connecticut 06074 DRAWING ND.: 1108S1199J1199J-8-9.DWG I � 1 I I . i . I : I'Z I'� ��) . •� INS .�. \ I : � ' I : I`Z � I'� t�� . •� I�� SHEET 9 / 161 X' *- 1:1. is 1 = INV:186.58� 306.5- E \. C"r'_+...13 _�.,,,-,....,a....�a��m.�:arw•_ \��._ TF: 192.60 n IN1' (is" IN):185.30 _ INV 1 - - -- cn WETLMD NG� TuSS0� CONSIST OF THE STRiCTA), THREE SQUARE SEDGE (CAR EX VAUDUS), SOFTSTEM BULRUSH (SCIRPUS I, AND NARROW-� CATTAIL AND PLANT QUAN ai. FINAL PLACEMENT PLANTINGS TO BE "'ES OF WETLANDS LANDSCAPE COORDINATED WITH BASED ON PARCHITEGT. GROUPINGS WILL 8E 10 WITHIN INC VV B0� 24-38 TER BOTTOM TO TMM BASIN, BASjN 04GL °�D WE1MIX By N�� WITH NEW 2*� tNGBOTTOM gAH1pOF�CONTAIN WETLAND +ENSOIL NTHX NOMET. ORGANIC SOIL N /F CATHERINE V. PARKINS SV I I } rn' d �a I / LAM 200- - - 0.87 ` VVV N/F SUSAN TANDY;,--[' O I1 11 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY RE SIONS z LOCATIONF AS SHOWN, ARE BASED ON AVAILABLE m INFORMATION. ALL EXISTING UTILITIES SHOULD 4 3/7/05 TOWN COMMENTS MHA BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 02/04/05 LANDSCAPE P"ASION RLB BY A LICENSED LAND SURVEYOR PRIOR TO 2 GBS CONSTRUCTION. 12/08/04 TOWN COMMENTS 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 11/11/04 TOWN COMMENTS MHA RICHARD L. BOSTON IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. LICENSED LANDSCAPE ARCHITECT NO. DATE DESCRIPTION BY CONNECTICUT UCENSE NO. 568 GRAPHIC SCAM 40 0 20 40 80 ( INS) 1 inch = 40 & Tel. 860.291 • 8755 Fax 860.291.8757 esign rofessionals, enc, civil engineers • planners surveyors landscape architects • gis • gps 165 South Satellite Road, South Windsor, Connecticut 06074 L_____-- I { I ice_ 985 I� 3 / I II l� Ex. CB 7F; I190.05 � INV (T8" IN): 167.95 I,INV (12 OUT):187.55 118" RCP FL: 187.88 L 11 I PROPOSED NEW TREEI.INE I { SNET# 1986 a I Ia X 1 � 1 1 t\..ice I PROPOSED im \' a Iz fi , - QaSTING LANDSC PE PLAN DESIGN. RLB DRAWN.• MHA I CHECKED: GBS JOB NO.: 1993 DATE 10-22-04 DRAWNG NO.: J08S/1992/1993-L1.DWG LANDSCAPE NOTES. 1. ALL EXISTING TREES TO REMAIN SHALL BE SHAPED OR PRUNED WITHIN THE DEVELOPMENT AND ALONG OF CONSTRUCTION LIMIT AS REQUIRED BY LICENSED ARBORIST. OWFAWREAS DESIGNATED AND ALL AREAS DISTURBED NOT RECEIVING A SPECIFIC SURFACING, SHALL BE SEEDED SHALL RECEIVE FOUR (4) INCHES OF TOPSOIL, SOIL AMENDMENTS AND MULCH, WATER AND MAINTAIN LAWN AREA UNTIL ALL AREAS ARE STABILIZED AND ACCEPTED BY OWNER'S REPRESENTATIVE. TOPSOIL SHALL BE LOAMY FRIABLE SOILS FREE OF SUBSOILS & ROCKS GREATER THAN 3/4" AND OTHER DELETERIOUS SUBSTANCES, PH OF TOPSOIL SHALL BE BETWEEN 5.5 & 6.5. PARTICLE DISTRIBUTION SHALL BE: GRAVEL LESS THAN 10% COARSE TO MEDIUM SAND 30-65% FINE SAND 5-20% VERY FINE SAND 0-20% SILT 15-25% CLAY 15-25% 3. LAWN GRASS SEED MIXTURE: A. SEEDING MIXTURE TYPE 1 (LAWN AREA): BLUEGRASS BLEND (3 VARIETIES) 50% OF MIXTURE CHEWINGS RED FESCUE 30% OF MIXTURE PERENNIAL RYEGRASS 20% OF MIXTURE APPLICATION RATE: 4.50 LBS PER 1000 S.F.WITH WOOD HYDRO -MULCH 0 1200 LBS. PER ACRE. B. SEEDING MIXTURE TYPE II (LOW MAINTENANCE) TALL FESCUE 70% OF MIXTURE 7 PERENNIAL RYEGRASS 10% OF MIXTURE CREEPING RED FESCUE: 107* OF MIXTURE ALSIKE CLOVER 5% OF MIXTURE REDTOP 5% OF MIXTURE APPLICATION RATE: 3.50 LBS PER 1000 S.F.WITH WOOD HYDRO -MULCH 0 1200 LBS. PER ACRE. C. TEMPORARY VEGETATIVE COVER SEEDING DATES: MARCH 1 TO JUNE 15 AND AUGUST 1 TO OCTOBER 1 PERENNIAL RYEGRASS 100% APPLY ONE POUND PER 1,000 SQ. FT. WITH WOOD HYDRO -MULCH AT 1200 LBS. PER ACRE. 4. ALL TREES AND SHRUBS SHALL MEET THE AMERICAN STANDARDS FOR NURSERY STOCK, ANSI Z60.1 BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION. ALL TREES SHALL HAVE A CENTRAL LEADER. ALL TREES SHALL BE FRESHLY DUG WITHIN 30 DAYS OF DELIVERY TO THE PROJECT SITE. ALL TREES PLANTED WITHIN HTE TOWN'S STREET TREE EASEMENT MAY NOT BE REMOVED WITHOUT APPROVAL OF THE TOWN'S PUBLIC WORKS DIRECTOR. 5. PLANTING SEASONS: SPRING - MARCH 15 TO JUNE 10 FALL - SEPTEMBER 15 TO NOVEMBER 15 6. PLANTING SEASON VARIANCE: IF SPECIAL CONDITIONS EXIST TO REQUIRE PLANTING OUTSIDE THE ABOVE SPECIFIED DATES, THE CONTRACTOR SHALL SUBMIT IN WRITING FOR PERMISSION BY THE OWNER'S REPRESENTATIVE. ANY VARIANCE IN THE PLANTING SEASON WILL NOT AFFECT THE ONE YEAR GUARANTEE PERIOD. 7. SUBSTITUTION OF PLANTS WILL NOT BE PERMITTED UNLESS APPROVED IN WRITING BY THE OWNER. 8. PROVIDE A MINIMUM OF 12" OF PLANTING SOIL MIXTURE IN ALL PLANTING BEDS. 9. PLANTING SOIL MIXTURE (BY VOLUME) SHALL BE EQUAL TO: A. BARK MULCH- 107.-12% B. COURSE SAND- AS NECESSARY C. CLAY LOAM TOP SOIL- AS NECESSARY D. SOIL AMENDMENTS- AS RECOMMENDED BY TESTING SOIL MIXTURE SHALL CONTAIN THE ABOVE TO ACHIEVE THE FOLLOWING GRADATION RANGE: A. GRAVEL -LESS THAN 10% B. COARSE/MEDIAN SAND- 55%-65% C. FIND TO VERY FINE SAND- 157-25% D. SILT- 107o-20% E. CLAY- 15%-20% 10. SOIL AMENDMENTS: A. LIME SHALL BE PELLETIZED LIME MANUFACTURED TO MEET AGRICULTURAL STANDARDS AND CONTAIN A MAXIMUM OF 60% OXIDE. (I.E. CALCIUM OXIDE PLUS MAGNESIUM OXIDE). B. FERTILIZER SHALL BE OF A FORMULA INDICATED BY THE SOIL TESTING TO ACHIEVE A MINIMUM OF ONE POUND OF NITROGEN PER 1000 S.F. OF LAWN AREA. FERTILIZER SHALL BE A MINIMUM OF 50% ORGANIC SLOW -RELEASE COMPOSITION. 11. DEAD OR DYING PLANT MATERIAL SHALL BE REPLACED BY THE DEVELOPER DURING THE FOLLOWING PLANTING SEASON OF THE FIRST YEAR WARRANTY. MAINTENANCE OF THE STREET TREES ARE THE RESPONSIBILITY OG THE ADJACENT LOT OWNER. NO STREET TREE SHALL BE PRUNED UNLESS DIRECTED BY THE TOWN'S TREE WARDEN. 12. ONSITE EVERGREEN TREES FOR BUFFER SCREENING OF NEVERS ROAD TO BE SELECTED BY THE OWNER'S LANDSCAPE ARCHITECT FOR VARIETY PLACEMENT, QUANTITY AND QUALITY. MINIMUM QUANTITY: 28 STAKE TREES ONCE UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT SEE STAKING DETAIL WRAP TREE TRUNKS ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT. ROOT FLAIR SHALL BE A MINIMUM OF 2' ABOVE THE FINISH GRADE SET TOP OF ROOT BAI.' FLUSH TO GRADE OR 25-50 MH J-2 IN.) HIGHER IN SLOWLY CRANING SOILS. 200 MM (8 IN.)' 7 ; 100 MM 4 IN.) HIGH EARTH SAUCER BEYOND EDGE OF ROOT BALL. REMOVE ALL TWINE, ROPE AND WIRE, AND BURLAP FROM TOP HAMF OF HOOT BALL IF PLAM IS SHIPPED WITH A WIRE BASKET AROUND THE ROOT BALL, CUT THE WIRE BASKET III FOUR PLACES AND REMOVE UPPER TWO-THIRDS OF BASKET. PLACE ROOT BALL ON UNEXCAVATED OR TAMPED SOIL. MENT, TAMP SOIL AROUND ROOT BALL i. BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOT BALL DOES NOT SHIFT. NOTES 1. NO MULCH WITHIN 3" OF TREE. 2. THIS DETAIL ASSUMES THAT THE PLANTING SPACE IS LARGER THAN 2400 MM (8 FT.) SQUARE, OPEN TO THE SKY, AND NOT COVERED BY ANY PAVING OR GRATING. 3. TREE PITS SHALL BE A MINIMUM OF TWO TIMES THE DIAMETER OF THE PLANT'S ROOT BALL . 4. WATER SHALL BE APPLIED AS REQUIRED TO MEET SOIL CONDITIONS THROUGHOUT CONSTRUCTION AND WARRANTY PERIOD ALL SOIL PREPARED FOR: BRIGHTMAN CIRCLE tCONMICTIC UT SHEET L I U .ONV N IONAL R"EooSUBD1V'1S10N MILLS' ROAD � NEVERS ROAD SOOUT WIND` •R I)MNZECTI UT 0 prepared i i as'gn rofessionals, inc. 9 civil engineers - planners - surveyors landscape architects - CIS - CPS 165 South Satellite Road South Windsor, CT 06074 (860) 291-8755 FAX (860) 291-8757 www.designprofestionaltinc.com NOTES: THESE DRAWINGS ARE THE PROPERTY OF DESIGN PROFESSIONALS, INC., AND HAVE BEEN PREPARED SPECIFICALLY FOR THE OWNER/APPLICANT FOR THIS PROJECT. THEY ARE NOT 1`1 BE USED FOR ANY OTHER PURPOSE OR BY ANY OTHER PERSON OR PERSONS NOR REPRODUCED IN ANY MANNER WITHOUT THE EXPRESS WRITTEN PERMISSION OF DESIGN PROFESSIONALS, INC. THESE PLANS ARE INVALID UNLESS THEY BEAR THE ORIGINAL SIGNATURE AND IMPRESSION SEAL OF THE PROFESSIONAL ENGINEER OR SURVEYOR. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-30OB-1 THRU 20-30OB-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. THIS PLAN WAS COMPILED FROM OTHER MAPS , RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION. IT IS NOT TO BE CONSTRUED AS HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE FIEL T THE BEST OF MY KNO �7`NDBEL�IEF�AP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 12882 RICHARD P. MARTEL LIC. No. ENQ �1 WINDSOR o�Pr �� `G2 GREEN -�l 2O I LOJiB�'i'OM DESIGN PR0FESS10NAL S, INC E lr1xF G'IOIf/R.S� [-� 4V MR9, Q SW004 7 OLD F� R Y ROq 0 LINDA 00,E Fq 04 LANE O Nl Oyu �QO o�� ROCKLEDGE DRIVE p' C7 CC wO09 POND ROAD — DRIVE H SITE W 4 ta! � v I r MILLER `_ �.._ ..., 0 - ROAD ROP'D r � W o o i 194 AYERS ROAD WARR/NO Sawa h%W Sa/da HILLSDALE ROAD MOUNTAIN VIEW --- 1 ROAD VISTA VIEW OWNER MILDRED W. GRAUSHINSKY 398 NEVERS ROAD SOUTH WINDSOR, CT 06074 13ERLE ROAD CH ASH ROAD cl� d LAKEE o0 STREET 0 . VIRGINIA CIRCLE CLE 4� IE O �Q4r 0 Jca�1 WYNDEMERE --=J COURT (Pvt) CHARLES N. EVES COMMUNITY CEN7ER `STO O4:Zj �P� RO�oF�yC� IYEli7PSRaD PARK LA a�`PG� 0���• 9� 74 L OCA T/ON PLAN APPLICANT RSK - KELLCO, INC. 1744 ELLINGTON ROAD SOUTH WINDSOR, CT 06074 Tel. 644-8761 SOUTH WINDSOR ENGINEERING DEPT. 2z Y 0 8 UEBF CIRCLE o Sgc�N�W Q 0 w MAMAexcupVT AREA FRANK NAE� 5 Wa/f' S,gWRJAJPY WOOD � p6jN,s (Pvt) �V o Q 'CU Z IRE pc SCALE- "_ 1, 000' Zoning Data Block ZONE: AA-30 ITEM REQUIRED/ALLOWED PROVIDED Minimum Lot Area 30,000 sq. ft. 30,120 S.F. Minimum Lot Width 150 ft. 150.00' Minimum Lot Depth 150 ft. 205.51' Front Yard 50 ft. 50' min. Rear Yard 50 ft. 50' min. Side Yard 20 ft. 20' min. Lot Coverage 15% max. 6.7% max. TOIAIN OF SOUTH VVINIDSOR AUTH0 21 ED SIGNATURE DATE: ��Ia SHEET INDEX 1 COVER SHEET 2 KEY MAP 3 PROPERTY SURVEY 4 PLOT PLAN 5 TOPOGRAPHIC PLAN 6 SEDIMENTATION & EROSION CONTROL PLAN 7 PLAN & PROFILE 8-9 DETAILS L1 LANDSCAPE PLAN SOUTH WINDSOR ENGIi ' RING DEPT. 0 0. •�LAYDS"APL �'� coN REV: MARCH 7, 2005 REV: FEBRUARY 4, 2005 REV: DECEMBER 8, 2004 DATE: OCTOBER 27, 2004 SHEET 1 G: \JOBS\1 993\1 993-CV MAP LOT BLOCK PROPERTY OWNERS WITHIN 500 FEET 101 19 344 SEVERS ROAD BAER, MARC S 113 14 92 HAYES ROAD Sr MARGARET MARY ROMAN CATHOLIC 29 92 HAYES ROAD Sr MARGARET MARY ROMAN CATHOLIC 32 112 HAYES ROAD MONSEGLIO, PATRICIA ANNE & KENNETH 33 130 HAYES ROAD DOKALOSON, MARK R. & HEATHER M. 34 144 HAYES ROAD HICKEY, ✓AMES J. 35 447 SEVERS ROAD ACETI, PETER A. & MARCI L. 36 455 SEVERS ROAD NOLET, f::r RICIA M. 37 463 NEVERS ROAD HUESTIS, INOM.4.x ALLEY 38 477 NEVERS ROAD NI£JAKO, JA YCE E. 39 485 SEVERS ROAD F£RRICK, THOMAS J. & DIAN£ M. 41 44 MILLER ROAD RUSSO, BERNICE M. 42 44 MILLER ROAD RUSSO, BERNICE M. 43 54 MILLER ROAD MATARAZZO, SEBASTIANO & GRACE 44 46 55 MILLER ROAD 398 SEVERS ROAD B£AUDRY PETER J. & JOAN D. GRAUSHIk.§WY, U11 ED W. 47 165 BERLE ROAD COONEY, JOSEPH M. 48 174 ROSEMARY LANE TANDY, SUSAN J. 49 166 ROSEMARY LANE BANDA, LIONEL A. & SANDRA 50 165 ROSEMARY LANE PRICE, KIMBERL Y A. 51 173 ROSEMARY LANE AUGCO INC. 52 370 SEVERS ROAD BALFOIIE, ✓OSEPH JR. 53 390 SEVERS ROAD PARKINS, CATHERINE V. 54 365 NEVERS ROAD GODFREY, CYNTHIA A. 55 375 NEVERS ROAD RAPOSO, GIL C. & MURfEL E. 56 385 NEVERS ROAD REIS, JOHN S. & ARLENE M. 57 393 NEVERS ROAD DZIEZYNSKI, THERESA E. 58 401 NEVERS ROAD VU TUY£N MINH & PHUONG DEMISE 59 41 f NEVERS ROAD BR££NE, TERRA A. 60 133 HAYES ROAD PAGGIOW, RICHARD T & GAIL B. 61 123 HAYES ROAD MURPHY, ROB£RT A. & KIMBERLY M. 62 115 HAYES ROAD LYNCH, JOHN T. 63 107 HAYES ROAD GOLDBERG, KENNETH N. & PATRICIA 64 22 POPLAR DRIVE MAZZA, THOMAS J. ✓R. & THERESA 65 12 POPLAR DRIVE MANSELLA, SALVATORE P. & CAA..,L 66 61 HAZEL STREET YET/SHEFSKY, MARK A. & DEMISE M. 67 69 HAZEL STREET MCNEIL, GLEN F. & DIANA /. 68 357 NEVERS ROAD VU TUNG-T & HUUYNH MY-T 114 360 NEVERS ROAD WEATHERS, DAVID S. & RHONDA L. 114 1 64 MILLER ROAD BROWN, MARILYN RAE 2 74 MILLER ROAD MIGNEAOLT, STEVEN P. & DEBORAH 3 80 MILLER ROAD WILLIAMS, ARTHUR D. & BARBARA E. 4 84 MILLER ROAD BEAI/LIEU, NORA E. 61 141 ROSEMARY LANE BRADLAU, ELIZAB£TH A. & ROGER A. 62 153 ROSEMARY LANE RUSSO, JAMES A. & SUSAN F. 63 154 ROSEMARY LANE PUGLIESE, MARILYN A. 64 142 ROSEMARY LANE P£LIKAN, DOROTHY J. 83 2 CHRIST/NE LANE M/TCHELL, WILLMM F. & CAROLANN D. 84 15f BERLE ROAD KALL£T, MITCHEL F. & JU0IT/-1 S. 85 150 BERLE ROAD COOK, JANET D. 86 130 BERLE ROAD BAKER, WILLIAM A. & DIANA H. 107 99 MILLER ROAD ROMAN, ELIZAhrTH M. 108 73 MILLER ROAD SULLIVAN, JOHN 109 65 MILLER ROAD GUERCI, JOANN D. 125 64 59 BAILEY CIRCLE HURLEY, JOHN P. & BEVERLE Y E. o n u 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 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO 3 3/7/05 TOWN COMMENTS 2 2/4/05 TOWN COMMENTS CONSTRUCTION. t 12/8/04 TOWN COMMENTS 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO I DATE DESCRIPTION 113-63 113- I %,./ I — I Izz V V V[ 1 1 THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-3008-1 THRU 20-300B-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. 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 MHA FIELD SURVEY MAY DISCLOSE. MHA TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. MHA 12882 BY I RICHARD P. MARTEL LIC. No. GRAPHIC SCALE 100 0 50 100 2DD t IN FEET ) 1 inch = 100 ft. 11 Tel. 860.291 •8755 Fax 860.291.8757 esign ri ofssionals, ne. ■ civil engineers • planners surveyors landscape architects • gis • gps 165 South Satellite Road, South Windsor, Connecticut 06074 KEY MA`P 114-107 11 OWNER W. GRAUSHINSKY NEVERS ROAD ,lINDSOR9 CT 06074 DESIGN. GBS DRAWN.• MHA I CHECKED.- GBS ✓OB NO.: 1993 DA TE.• 10127104 DRAWING NO.: J08S1199J1199J-2.DWG APPLICANT ,t RSK — KELLCO, INC. -Q� 1744 ELLINGTON ROAD SOUTH WINDSOR, CT 06074 Te't. 644-8761 COMPILATION PLAN PREPARED FOR: BRUGHTMAN CdRCLE COMF.CTIIC UT SHEET NO i �3082 if: i<r� SNET# _ r!:t8655 5 LL 3 LNV (18" IN):185-3U _ Ou �IR'EEE-T SIGN EX. SMH _ �..._-��, ._ - {� EX. DMH \ STOP SIGN SNET# wit. __ TF•191.52N d 7^E. t90.97 { 3085 _�_____ - s - SNET# '..+. +..,,, ,,,.... �..... `=c` TF:1go. 79 - 3086 \ST SNET K ® '---'.-„r 1 1 TF: 191.. 0 +� I ,Nv f 12,. i05 ij): 183.37�.+ / ,r•ry S 1 j" it.:): 186. N NV (18" IN): 185.87 Eh- CL tNV (i8" CUT? \ CONC. SLAB OVER TF:1Sf. 185.82 STRUCTURE IT V: s F �SL`18 AB:�189.76 17 N/F MILDRED W. f - _ _ Y. GRAUSHINSKY g C P f� NI } � H \ N/F \ �� -IERINE V. PARKINS \ \ f \ r :T i i 'T200 \ Q4 N DOD- SUSAN TANDY\ 1 NO f os"e N/F--^ JOSEPH M. COONEY - _ '216 - MAP REFERENCES: 1. RESUBDIVISION, TOPOGRAPHY & CONSERVATION PLAN MILDRED W. GRAUSHINSKY, NEVERS ROAD, MILLER ROAD & BERLE ROAD SOUTH WINDSOR, CONN. SCALE 1 "=40' APRIL 30, 1984 BY A.H. FERNSTEIN L.S. 2. GRAHAM ESTATES - SECTION I PROPERTY OF MUI<RY HOMES, INC. HAYES & NEVERS ROADS SOUTH WINDSOR, CONN. SCALE 1 "=40' JULY 1956 REV TO 7-7-56 MORTON S. FINE 3. PROPERTY OF THE MARY SEDGWICK ESTATE MILLER ROAD SOUTH WINDSOR, CONN. LEGEND • EXISTING IRON PIN El EXISTING MONUMENT a EXISTING UTILITY POLE _ = EXISTING CATCH BASIN AND PIPE •'� EXISTING SANITARY MANHOLE AND PIPE EXISTING WATER MAIN AND HYDRANT --9� EXISTING CONTOUR x6L8s EXISTING SPOT GRADE ^^ EXISTING TREELINE ------• EXISTING PROPERTY LINE EX: SMH' - SNET# r. cas rTF_190.67 - -_ 3087 M1M7ty -. - SNET# 3088 58 58 _ 7F:191.g6 EX. SMH T SIGN TF:192.67 \� T : 190.93 \ 6� 11' v (151. tr v (15" 1 J):186. 3 08" TVS): i 6,g3 ,I II � I II `\ 11 11 SNET # II 1 I/ \ Ex. Cs i S TF: t89 2INV 1 I ` (I.' IN): 187 32 1 NV !! 01 1. VB): f 37- 1 / jCBINV (I" N)E)k. :18742j1 TI. 190. 051NV our): t!NV (4.9IN): 187.95INV (72" OUT):187.S5 - 4 18" RCP FL:i F?c /\w c� 1 Fl: 187.88 / �I f 192' 3 °too w i z _ SNET# 5403 1" l \ 11 't 1 \ 6'• HEMLOCK I I SNET# ( 1986 6" HEMLOCK f I i NOTES: �02- - I 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. _ - - - - _ - I AREA OF PROPERTY = 461,539 sq. ft. = 10.59 ac. 3. PROPERTY IS IN ZONE AA-30. I 4. THE EASTERLY STREET LINE OF NEVERS ROAD WAS DETERMINED FROM MAP REFERENCE #2 & #4 1 I AND FROM MONUMENTATION FOUND IN THE FIELD. A STREET WIDTH OF 50' WAS HELD AND f ! ' FOUND TO BE CONSISTENT WITH EXISTING MONUMENTATION. 5. PARCEL IN ZONE X - "AREA DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN AS PER Sr. FIRM COMMUNITY PANEL NUMBER 090036-0002D MAP REVISED FEBRUARY 23, 2001. 44,. BENT PIPE .IVAN _ 0 _210- / D8 \1/ j SNET# 1 �1987 N/F CATHERINE V. PARKINS J LO �M) t\ 001 �N to CV N/F i SUSAN TANDY j .,m rn ,r, n SNET# """"".-•. 3082 N/F MILDRED W. GRAUSHINSKY L_ y 1�0 00.00 SNET# y � s slcN O ^" ET# ° 7! 3084 .• ri 7 79.260 PARCEL A (TO BE COMBINED WITH N/F MiLDRED W. GRAUSHINSKY w 25,566 S.F. M O 0.58 AC. o 00 Ztr S.Y.7 i" I PROP. HOUSE ' TOW: 204.00 GAR: 203.00 M1` / N` 6� X 137,9'1'3 sq, f t, / 0,87 acres /zoo p yy/ 'nqT; �° 5. OAK GROVE III PROPERTY OF RSK CONTRACTORS INC. ROSEMARY LANE SOUTH WiNDSOR, CONN. SCALE 1"=40' DATE 10-10-78 REV TO 10-20-78 BY EMiL W. LUCEK ASSOCIATES 0' WIDE GRAVEL ACCESS DRIVE •6 PROCESSED GRAVEL COVERED :17REET " LOAM - SEED SIGN STOP SIGN SNET# 3085 SNET# ' 3086 SNET# GAS NrAIN _-------�_ �. 3087 145.63' SNET# 3088 .,, = 1640 SULLIVAN AVENUE • SOUTH VANDSOR, Cr 06074 145.0 gg - -'~ - 1 1 _ 1 _ ��oR.�H`� TELEPHONE (660)644.2511 40' HEDGEROW EASEMENT February 9, 2005 iN FAVOR OF TOWN OF SOUTH MNDSOR T SIGN �y ---_ Design Professionals, Inc 165 South SnteAlte Road 50' F.Y.+-, �- _. _- �� a dr. South Windsor, Cr 06074 Attn: Karen Isherwood Re: Brightman arde Y - Milder Road and Nevers Road fj South Windsor, Cr Dear Ms. Isherwood: tt t for the connection Windsor so 1p at eTown's� Authority, at Its regular meeting of February 1, 2005, gave approval \ (r( i Road, as more specifically shovm.on ppWrsentnkd "B I residential nq le tCon� ol�MiR Road Nevers li Q J BrPrepar role n, Miller V } iii 1f + I Road and Nevers Road, South Windsor, Conrrecttcut; Prepared by Design Protessbnats, Inc, South 1 1 Windsor, Cr., Job No.1993, Drawing No. 7/9, Dated 10127104, with revisions dated 11/11104,1W8/04 `y/ 1111 j and 2/1/05, and subject to the foitoWng conditions: s 41,774 5nr-t, ft. �I .1. Pro sanitary sewer lam `-I , N I Pied ry P approved up to station 1+90. 0.95 acres 1 C11 N ' 2. Technial approval of the Town Engineering Department. 1 N 1 b � � � � s. Final Authority approval and acceptance of the sanitary sewerage oonnectlorm will be given once the SNET ' sewer line has been Installed and insrecbad by the Town staff, and based upon the written rV # verfttcatlonof the Town staff that said sanitary sewer line was InstalW in substantial conformance . I\ 985 with thedesign plans previously approved by the Authority, and meeting all Town regulations and 1 --e-,_ appropriate technkat spedfcaUom r WkV to senorysewer' wngructlon. �-- CO This approval letter must be superimposed on the final approval plans. d K) 9 I O C)) j very truy yours, I 0t , I I 30 SANITARY ac STORM � P+0 � 46,364 sq, ft. ) DRAINAGE EASEMENT 1 00 IN FAVOR OF THE TOWN Z O6 acres j JCartno, Chairman . �OF ph SOUTH WiNDSOR OQ water Pollution Control Authority lilt r � I Jr-ed j Cc: Matthew B. Galllgan, Town Manager 1 r7 I N vik hael I Gantick, Director of Public Works 00 ` I Jeff Doolittle, Town Engineer PROP Z q tt Marcia Banach, Director of Planning PROP H�Sf 1 } I Chris Dougan, Chief Bullding Inspector G4 01.0 11 R. 0 of>a 50,172 sq, ft. /r I 1,15 acres i I „ .\ sa• fir, I;- 1 3500 owl? HOu' 1"_ _p I <. ' n oslcw `�t U/&U&otG 9.67 �� .\ G4R 2� � Sr540 SULLIVAN AVENUE • SOUTH WINDSOR, CT OW74 -�` TELEPHONE (860) 644.2511 71 \ �� I I I CERTIFIED MAIi 2" s , �. I� 4rc O TOW. PROP.01.00� I February 1, 2005 8/ \ GAR:200.00 I SNET# 20' STREET TREE EASEMENT 5403 IN FAVOR OF ! I TOWN OF SOUafl VND OR 1 ��r l W. Bruce S. Kellcy ` 5 63- I i RSK Kellco, Inc. I ' 1744 Ellington Road 3x p •00 PROPOSED 1 I South Windsor, CT 06074 0- q 7P 7��`i]' 1 ,?4S 7 O �.3ri .. Lka�'ONn�749 f STREET SIG G Tel. 860.291 • 8755 Fax 860.291 ' 8757 &esi n rof Nessionals, Inc. 0 civil engineers • planners surveyors ■ landscape architects - gis • gps 165 South Satellite Road, South Windsor, Connecticut 06074 A ` $_ e ` own o/e Sou� `ld&U&otc 1540 SULLIVAN AVENUE - SOUTH WINDSOR. CT 06074 40'a'cO�� TELEPHONE (860) 644-2511 December 23, 2004 Certified #70020460000197443913 Design Professionals, Inc. 165 South Satellite Road South Windsor, CT 06074 RE: Appl. #04-72P - Brfghtmali Circle Subdivision, easterly of Nevers Road and southerly of Miller Road. AA-30 Residential zone Dear Mr. Semprebon: At the December 15, 2004 regular meeting, the inland Wetlands Agency/Conservation Commission approved application #04-72P- Brightman Circle Subdivision - MiiledNevers Road - Conservation Commission application for activities in connection with the construction of a 104ot residential subdivision, road, stormwater structures and associated site improvemer.°s on property located easterly of Nevers Road and southerly of Miller Road. AA-30 Residential zone. This approval is subject to the following conditions: 1. One blueprint copy of the entire set of plans and this letter reproduced thereon, must be submitted to this Commission. This must be completed within 65 days of approval prior to any construction activity on the site. Plans submitted to Planning & Zoning Commission shall be considered having met this requirement, 2. The application shalt indemnify and hold harmless the Town of South Windsor against any liability, which might result from the proposed operation or use. 3. The permit is valid for five years and shall expire on December 15, 2009. it is the landowner(s)lappiicant(s) responsibility to track expiration dates and notify the Commission of a renewal request at least 65 days prior to expiration. 4. All approvals required must be obtained and submitted prior to any activity on the Site. 5. A contact person shall be identified on the plans. 6. We recommend a bond in the amount of $10,000 be submitted to the Planning & Zoning Commission to ensure compliance with the erosion and sediment control measures, 7. We recommend a bond in the amount of $10,000 be submitted to the Planning & Zoning Commission to ensure the establishment of the detention basin and plantings. Very truly yours, INLAND WETLANDS AGENCY/ CONSERVATION COMMISSION ' i9-Won�a.n�c�l.r Elizabeth A. Warren, Chairperson EW:dr cc: Chief Building Otticiai Dear Mr. Kelley: p Re: Appl 04-72P, Brightman Circle Resubdivision G�='7 We are pleased to advise you that the Planning & Zoning Commission voted on January 25, 2005, to approve with modifications application #04-72P, to create 10 lots to be known as Brightman Circle oil property located on the southerly side of Miller Road and easterly side of .Nov= Road, AA-30 zone as shown on plans prepared by Design Professionals, Inc„ dated December 8, 2004, as revised. This approval is subject to the following modifications: 00 0 1. This approval is for 10 lots, numbered 1.10 I TRlbf EXI, 2. Concrete sidewalks, built to Town specifications, shall be installed on the cast side of Nevers VEGETATI Road and the west side ofBriglitman Circle PROVIDE LINES 3. Drainage and construction for this subdivision is -subject to the approval of the Town I 4. All lots shall be serviced by the Town of South Windsor sanitary sewer system and are subject to the approval of the Water Pollution Control Authority. SNET# 5. Water shall be supplied to this subdivision by public water. I 1986 6. Street lighting shall be installed on streets, at intersections, and on cul-do-sacs in accordance I $ with the policy established by the Chief of Police. Street lighting is to be coordinated with the Chief of Police (copy enclosed). 7. Street names and locations of fire hydrants are subjec-i to the approval of the Fir e Marshal of the Town of South Windsor. Street names and supporting posts shall be installed by the developer in conformance with the standards of the Town of South Wmdsor, at no expense to the Town. i I8. liability insurance policy shall be submitted to this Commission naming the Town of South Windsor as an insured, with a combined single limit for bodily injury and/or property I� damage in the amount of S 1,000,000. 9. hus application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission, including a bond in the amount $10,000 to ensure compliance with the erosion and sediment control measures, and a bond in the amount of $10,000 to ensure the establishment of the detention basin and plantings. 10. Trees within the Street Trees Easement and any other trees on land that is currently or will in i the future become Town -owned land are to be planted in accordance with the enclosed Tree Planting Specifications. 11. Prior to commencement of any site work, a meeting must be held with Town Staff. I 12. AA plans used in the field by the developer must bear the stamp and authorized signature of i the Town of South Windsor. i I i +i I I I SNET# 1987 N � , All ens went for conservation purposes, drainage or utilities, that may be required in tr''Connecticut with the approval Of this subdivision, must be submitted on standard Town easement form where appropriate, to this Commission prior to filing the myiars 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. 14. 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 1" - 40', shall be submitted for each lot in the subdivision, showing proposed contours, devotions and the location of the footing drains. No building permits will be issued until the proposed contours; door elevations and location of footing drains have been approved by the Town Bngineer, 15. Water pollution Control Authority approval is required. 16. If, for any reason, finished grading and other individual lot site work is not completed, the Town Ea&- shall determine the amount of a cash bond to ensure funal grading and site work. This cash bond must be submitted prior to issuance ofa Cmtifcate of Occupancy. Quantity estimates must be submitted to the Town Engineer (on the enclosed form) for the purpose of determining 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. accordance with Section 5.C.1.0 of the Subdivision Regulations, a fee in lieu of open sPace is required. The fee will be ten percent of the fair market value of the property prior to subdivision approval. This fee is payable on a per -lot basis, at the time of initial conveyance of each lot. The applicant must provide, with the Commission's agreement, an appraiser to determine the fair market value. §A drainage assessment fee in the amount of $500.00 shall be submitted to the Commission 20. The Town Engineer's review comments dated 1/3/2005 must be addressed to the Town Engineer's satisfaction. 21. No building permits will be issued until all modifications have been complied with, and fhe final plans have been filed in the Town Clerk's office. Black and white transparent myiars of Sheets # 4 with the above modifications, together with three blueprint copies of the entire set of plans (including architectural elevations) must be submitted to this Commission u ithin 30 days to be stamped and signed. The letters of approval of this Commission, as well as the Inland Wetlands Agency/Consevadon Commission, must be reproduced on the myiam as well as WPCA. Mier myiars have been signed by the Commission, they will berehrmed to you for filing in the, Office of the Town Clerk by April 4, 2005 After filing these plans, a copy of the receipt must be submitted to the Planning Department. Sincerely, V� ffLLZ Timothy H. Wentzell, Chairman Planning and Zoning Commission THW/Prom Enclosures cc: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal Board of Education Design Professionals, Inc. Attaclmments: Deed/easement policy Bonding policy Quantity Estimate Lighting policy GRANTOR GRANTEE TYPE OF DATE FILED VOL/PG EASEMENT RSK-KELLCO TOWN OF STREET TREE SOUTH WINDSOR RSK-KELLCO TOWN OF SANITARY do SOUTH WINDSOR DRAINAGE RSK-KELLCO TOWN OF DRAINAGE SOUTH WINDSOR RSK-KELLCO TOWN OF HEDGEROW SOUTH IMNDSOR OTES. I 1. ALL MONUMENTA71ON FOUND OR SET IS DEPICTED HEREON. I 2. AREA OF PROPERTY = 461,539 sq. ft. = 10.59 ac. I 3. PROPERTY IS IN ZONE AA-30. 4. THE EASTERLY STREET LINE OF NEVERS ROAD W^,S DETERMINED FROM MAP REFERENCE #2 & #4 AND FROM MONUMENTATION FOUND IN THE iELD. A STREET WIDTH OF 50' WAS HELD AND FOUND TO BE CONSISTENT WITH EXISTING MONUMENTATION. 5. PARCEL IN ZONE X - "AREA DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN AS PER FIRM COMMUNITY PANEL NUMBER 090036-0002D MAP REVISED FEBRUARY 23, 2001. y. 1: SNET# ""`"'" ""^. •.. 3082 ir', ;�r,.r;0 SNET# *_ �! '+''- i86.5� 3 WIDE GRAVEL ACCESS DRIVE EX. c 8 SIGN 0 �J^`'�•.....,^_„_- - "- - --= �""""�... > s 5 5 PROCESSED GRAVEL COVERED EX. SMH E'. 08 �„«.�_.- �_ 7 WIT " LOAM - SEED TF:194.11 TF:792.80 "...---_....-. - 11 -- -- _ INv .15 •. our): 186. r ET rrvv (18" rnt): 185.3p _ _ - _ "" „` ""`ram^"--�- - - -- _. 3084 N \TR`EgE-T SIGN OUT): t85.:5 ` ' - - - = - 11 EX. SMH_ 1`; EX. M}i \ STOP SIGN SNET# �IL/ - - ' +L TF:191.52 XISTIl tz• I / - ` ',180.72 . - - , - _ vaLVt aoz 3085 �+,.. ` _ '- ••' = _ _ 11 "EA ..may_ PULL i2• eLOWOFF - 1 12•x8' ANCHOR TEE .a '' �` GD SNET# ""�---... s• CATE VALVE OPEN LEFT 79. 26 - ` - - - _ _ E SMH 4' - 2-i2" FIELD LOK GASKETS i END � " ` - - --- --- -_. TF: 19p.79 �\\�J� � - "-^ --_ � �-.-_-_ rr..�,,� _ ` (HYDRANT SUPPLIED BY CWC) � WA K 24 2. 6 _�" mr T ` SNET ® '+a....- _ _ Dl TF. i .L {..+...,,, sT z BEU.S 12" -- .__--•�1.,, - p SNET# D 4 L �'. CO � '"`. � F: 190.42 w---EXTF 190.67 12•xe• u.d. TEE 2-12• cA VALVES LET --- --- -- --- _ _ _ - �__ i ---CAS 1�fATN _._ --._ -,-_.. ,""'�-•` to =...._ `1-8' GATE VALVE OPEN LEF SNET# 12•X2• 3 oAGPf PLUG Ir•t):3 5 5.63 ex, cic = 3088 6 It:v l i8'" ajCr>•v±, SLAB Gb - U, STRUT. - L ` iF: 1.38.38 - - _� �----•__--��``_,,.�_+..'- - f tNV:385.;;g - - f �! OF Jt 3 g G EAN AND REPAIR - �- .-L- _ _ - _ ` " -� �..`_'•`-;ate ,,..--- s• a 18' " oclsTtNG STORM 145. 09' ""`----- --- X 1 ' \ SucTURe As i 86.5p REQL!' Yo - _ _ - -_ EX. Fli-": "_'@ sftan\ ' .� XE �� 96 40' HEDGEROW EASEMENT E• SMH N/F"`� 786•SO Glnil t2 \'-�-- IN FAVOR OF TOWN OF SOUTH VNNDSOR MILDRED W. 1 ' _ .--- R T SIGN o -- - ; 192-67 T ): 8? e GRAUSHINSKY M - ' 11 6. - , . �� PARCEL A `ro � �•""'^+ ` L �t '., 5 \ --s . `` ----.. � r _ \ I I �. � (8" ' TUli): i�6.43 COMBINED VA7H \ gQ-- ----- -~- �-- -_ _ . I � N/t7 MILDRED W. PAD z "~ 11 a GRAUSHINS • LL1 ` II j I � 0-•.` 1 END h N TP-4 1 n I 00 w . ft. 41,774 s 04.00tares o q � j y J \ It { Q , STORM DRAINAGE 62,681 sq. ft. �S N _ 0.95 acres p f ( N x OF THE TOWN EASEMINTIN FAVOR ORS 1.43 acres , ` ` \ Nj \ ;� ti R$ p WINDSOR o� \ III 0 1 oz 1a IN \ II # \ 4 SNETs8s so J. 7 8.50 ^ vi 100.00, ft-ftj t'5 0) Ir 00 It- 1 I 0 .0 f N- h 30 SANITARY & -STORM � ,� 46,364 sq. ^� 20 ` PROP \ 199.00 N DRAINAGE N FAVOR OFSTHE TOWNL Z EMENT 1.06 acres \ \ I I I 1 �--J S Y Toyµ HOSE 2 F SOUTH -W7NDSOR I ` � I i 2p0 0° °o Q�� 200:0� \ 199.00 ` � _ - � j o rc7 •45.54 1. -- _ Ex. 56 10 200.00 ` , - � +� + \ TF: 189 32 N 1 I I LEGEND O IRON PIN TO BE SET • EXISTING IRON PIN o MONUMENT TO BE SET d EXISTING MONUMENT -i EXISTING UTILITY POLE `.) PROPOSED UTILITY POLE _ = EXISTING CATCH BASIN AND PIPE PROPOSED CATCH BASIN AND PIPE =-=O- PROPOSED STORM MANHOLE • EXISTING SANITARY MANHOLE AND PIPE --G-�• PROPOSED SANITARY MANHOLE AND PIPE PROPOSED WATER MAIN AND HYDRANT EXISTING WATER MAIN AND HYDRANT --R.L.- ROOF LEADER - S - SANITARY LATERAL - W - WATER LATERAL - F - FOUNDATION DRAIN �- STONE WALL •--33G-- EXISTING CONTOUR --[i-- PROPOSED CONTOUR x6t.9z EXISTING SPOT GRADE •-® PROPOSED SPOT GRADE SURFACE DRAINAGE FLOW DIRECTION O PROPOSED SANITARY CLEANOUT EXISTING TREELINE PROPOSED TREELINE TP TEST PIT LOCATION AND NO. --- PROPOSED PROPERTY LINE ---- EXISTING PROPERTY LINE --- - - PROPOSED EASEMENT BOUNDARY - -- - -+ SILT FENCE 50' 1 1 \ u v (3 . nvt): t8 f I GO - 1r -- --J w ;„ "`-1 s �'Rpp T99.00 _ 1� 1 rNv (7g.. sruG) 8i.3 � Fx L=,39.27 N/F S05'19 10 W a7 ro y _ .9 tNV 1 IW 3 \ '° 2oo.o CqR 201oosE �. O NV IN):1s: -2 TF:19o.os -�-. 2,5` I Q w c3` cavE v '� 20 • \ S.. OUT): 3 1Nv I8" IN r 18 CATHERINE V. PARKINS 178.68' o d_??gg�-L�F, \ °G° 8 500172 s . ft RE �� Ih V ( ) 795 ` 0 i-� �-1 �. 55 3 1 - 1.15 acres (119.80 v �'rl (1?" nUT):387.55 z _ QQ I NN18t.62 JS" RCP I w j r o''s' y ' ----- � T-j 6 88 '9 • o "� -- 2, p Auc r sp• F 200.00 ems„ Rcp� I.�' FL:187.88 I oo r� 0 / !y 3.72 v y l L.3a�.ss Q I 02 202.00 6+7Sbs S,.0.52X•- 0.� pRoyo Ci o t� 0 \ �w2 you CONC. r 00 4C- s5Sh SAl H era $ 05„ ` W '0\ r J _ o 172.70' tuwt 9s.9s �� .� _ J M PROP. HOUSE ---_"W i { IN:199.4o g.x2, ��%L.P, 97.4 49 \ \` - _ _ 1 �� I I I TOW:2oa.p:; z8 g INV. a eLo w+,ryt,c 42" 1 D. ° 0 TRIM EXISTING h -5 GAR:203.00 i iT z-$' FlELD HST 4+90 �5 00 `�U' \ o; S0 Fy PROP. HOUSE nE '- I �� / i - ASKErs 7�*27;g4 4y y \ ~ �� _ �` ARc201. 0, HSNET# V EGETATION TO -r- N „ 797 �G A/T. \ �� 20' STR I � 5403 R O VI D E S I T 1 ✓ / _ \ xZ02.30 199.85 41 9. $ DR IN FAVOR OF EASEMENT ` , �g �� a6v I �� LINES E TOWN OF SOU vvyytrN 0, p I 200, ? �, 7„W �� R �21•' _ �' k' a.0o z$ o3ti - �m j j `6 \ 0200 51. /1q CB{7 ;� TF:ta9.40 1NV:t94.•SO 3 2 - \ _ o T 98.9 N t 4- 2 La26 9 4 Q 3 C T 74 ��STR SIG a 2 �- i �I �►• 37 913 s . ft. 4-3 o 17, 3, pN S. #arc° WqW s as . ` » _ � V195.0 q ^ P9• szh L=2 48 ce ` 4 p. �%' R _y a '00 00 . a - cs� \ 4 5 .0 u, =1 24 IN 7 6 5 5` £ 54 N 00.00 N = 5.00 N 0.67 acres ¢. try r; ¢ o »0 6 C04 \ r -64 � 7 _=39.27 ¢9 �. _ a J2.27 , , I I�60000 0 I 95 i i SNET# , . 2-�- I 'r . g 20' STREET EE A NT `y 17� ' 00 �'ROSry 1 R2 p'25" END 4' C. 1 I 1986 A IN FAVOR F J4 n S>7,g R TOWN 0 SOUTH WIN SOR f T 605.00 / 1 0 S1TNC I I I$ n4 =43.OS {- 9 TRIM EXf NO2'S0' 2'E VEGETATION TO / S ?pz.oOSF SO F Tb yp0 0. PROVIDE SITE I ry° �``) y PROP j °'v�'zp oo° fiY R �. ,24� IN t9 5 \� L+NEs ROPOSED House ©- ? 6 . 2 - s 1 I J I GAR:20ZOO 00 ?p02 \ �� 2$14 �' 3 9 ., 0 195. 33,08Q sq� ft. _ - - ' / . l 200?S ot.00 0) s X 0j 0o cam) &, � p C_s¢ oo NO2'5 '22 E » _ V 0.76- acres - _ 204.00 o ;.00 � 7,5 6" HEM OCN 1 6=9 700' SCALE 1 2 \ \ 1 A `C `is _ 50' R_y, `-�..'r`..."^ X L� X 200 - N h q" ?0 10 _,_ R 25. N/F 1986 SUSAN TA_' - �1 - - - - - `-- ` - - ow 30120 s , ft. S z HEMLOCK I i \ ��� ,Mi q 2p1.7S tPop S0• F ,yG 6 P OP I c � } 2p 00 CqR ?0 7s 9•.> 3 STOPBA I I a - _ _ - - , 0) k s I NOTES: ---., _ _ O 00 2ot.7s i 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. Q ,J "`".r...�_ _ - - - j' 9. "" .+. X 201.00 PROP. HOUSE I - '".,,+,,... ��.\ _ \ _ f TOW: 202.75 i '�0�0 239.90' \ - 33,527 5q. ft. iii ���` i 2. AREA OF PROPERTY = 461,539 sq, ft. = 10.59 ac. S - a",�„\ - 0.76 acres00 \ 01.75 I . o """"��•..... ' vi I^ _ _ 201.00 _ zo10o I_ PROPERTY IS IN ZONE AA-30. vi ai .00IX \\ NQg•06.Q511 e `"'" �$0.81' ``�- R �N 3�,922 sq, ft. h N `'4. THE EASTERLY STREET LINE OF NEVERS ROAD WAS DETERMINED FROM MAP REFERENCE #2 & #4 fir.. �.--1Q y; a 1 00 - _ _. - \ \ '"' "'•----,.,,;,; � . '~-- .,.� 0.70 acres ,� z �_7 � AND FROM MONUMENTATiON FOUND IN THE FIELD. A STREET WIDTH OF 50 WAS HELD AND 1.52 ` CEO N+ j to I I FOUND TO BE CONSISTENT WITH EXISTING t/IONUMENTATION. N08 0 05 6. �!J I ` ` I 5. PARCEL IN ZONE X - "AREA DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN AS PER FIRM COMMUNITY PANEL NUMBER 090036-0002D MAP REVISED FEBRUARY 23, 2001. \ - CID - 1 ' `` R`Y- IN 31,655 sq. ft. w i vhir I 6. GALVANIZED FRAMES AND GRATES TO BE USED FOR ALL CATCH BASINS AND THE DETENTION BASIN ° - - -" _1'^`:' c�jp� ��g` _ ( 0.72 acresI I� OUTLET TOP GRATE AND INLET GRATE. JOSEPH M. GOONEY �- 7. YARD DRAINS TO BE PROVIDED FOR LOTS 4 AND 5 IF DURING CONSTRUCTION FIELD CONDITIONS INDICATE _ ' - I i NEED FOR YARD DRAINS MAP REFERENCES: N/F BENT PIPE �,;.._ - _ _ _ _sy,` 1 I I 1. RESUBDIVISION, TOPOGRAPHY & CONSERVATION PLAN MILDRED W. GRACSHINSKY, NEVERS ROAD, JOHN SULLIVAN - _ ` ` MILLER ROAD & BERLE ROAD SOUTH WINDSOR, CONN. SCALE 1"=40' APRIL 30, 1984 •: ' --73,^�o6Y ' I BY A.H. FERNSTEIN L.S. ~ 41 ON I � -"""�� _210- �- {/ \I� 2 SOUTHMWINDSORS CONN. SCALE 1R040RTJUOLY 1�956 YR£HOMES, 7 7-56A MORTONES. NEVERS OWNER APPLICANT SNET# MILDRED W. G RA U S H I N S KY RS K - K E LLCO INC. j .1987 3. PROPERTY OF THE MARY SEDGWICK ESTATE MILLER ROAD SOUTH WINDSOR, CONN. 38 NEVERS ROAD 1744 ELLINGTON� ROAD N/F ��2 _ . I SCALE 1"=40' AUGUST 1965 BY WILLIAM J. CARRINGTON L.S. SOUTH WINDSOR, CT 06074 SOUTH WINDSOR, CT 06074 PETER J. 8c ai i 4 APRIL°24, 1956 REV TOR4E30 56STATES� BY PRIM SSOUTHNDSOR& WEITI ENGINEERSE 1"=60' JOAN D. BEAUDRY Tel. 644-8761 o Q I 5. OAK GROVE NI PROPERTY OF RSK CONTRACTORS INC. ROSEMARY LANE N 9 SOUTH WINDSOR, CONN. SCALE 1 "=40' DATE 10-10-78 REV TO 10-20-78 BY EMIL W. LUCEK ASSOCIATES 0 11 x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE i Tel. 860.291 • 8755 PROPERTY SURVEY RESURVEY PREPARED FOR: OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN SHEET z 5 3/7/05 TOWN COMMENTS MHA ■ Fax 860.291 • 8757 m INFORMATION. ALL EXISTING UTILITIES SHOULD THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. �j ���� n� ��nn BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 02/05/05 PER TOWN COMMENTS MHA AND CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2. GRAPHI u SCAM Q��� (� O D O ` P PLAN B,RIGHT11�t14 N CIR 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 12/13/04 DETENTION BASIN GLW &rofe r ■ CLE BY A LICENSED LAND SURVEYOR PRIOR TO TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. s� a Inc■�����®�� �y CONSTRUCTION. 2 12/8/04 TOWN COMMENTS MHA IN FEET) DES/GN. GBS DRAWN• MHA CHECKED.• GBS �U j���}q�°�j�j�jj }� 5 3. THIS PLAN IS INVALID UNLESS IT BEARS THE i 17/tt/oa TOWN COMMENTS MHA 12882 1 inch = 40 �'�, ■ civil engineers . planners surveyors & d VIE V 14e1.i S �06�1.1.11 IMPRESSION SEAL AND ORIGINAL SIGNATURE " landscape architects • gis gps JOB NO.: 1993 DATE.• 1G-27-04 OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY RICHARD P. MARTEL LIC. No. 165 South Satellite Road, South Windsor, C--nnecticut 06074 DRAW/NG NO.: JOBS/1992/1993-4. 27 SOUTH W INDSO� CON ECTR s�v it r`. rl n �.�.... SNET# 3082 EX TF. 194.11 7F: 192.80 " Iidv (18" IN): 185.30 IArV 18" f our): 185.25 EX. SMH��" -- --_ _-;-_� TF: 191.52 OF WAW --- X 1g6 so MILDRED W. — GRAUSHINSKY ``• j8B PARCEL A T0BE 19� ( -- I01 a COMBINED WITH00 19�1 1N N/F MILDRED W. 19� I I �199 GRAUSHINSKY I 25,566 S.F. 11 0.58 AC. �k� n 11 1 +a< i t\ / SNETy op, EX. SmH TF: 19 2.6 7 AA I1 v ToB): 16.53 " I 1+ I I �r I r sNET# a .Ir SNET# -n .. - - — Is _,...-.=r="'•""'��� _ � ,its. 0' = _ � r — — — _ — — — — fix. 1:f3- fX, SMN IF 19 IN" OR" Iha)�.185.30� � _ ..� h , L4'Z.�a GX. C6 tF 190.0.2 1,12" IN 1P,' 1'p:19o, tN'J !iP;' OUt) t8.; .ter+ , """•'"'..... 6 79.26 END OF coNc. wA1x (15' It's).1 INV (18�� IN): Is INV it INV (18OUT): } 45 LF 10 WK- s•o.sox t�A1L�R� �SK� o�•$ 1t To sti coM GOUSHI . ��N�, ` w. F �1l.OREp ' ' t � 25566 �. o CIAS 0 CC �wo t, AC• �,.. 62681 , STORM DRAINAFA OR 1.43 acre5 J N i fASETNE OWN OF 04DSOR SOUTO I b � W � ` p OR 0 0 D , > PROP.1 TOW:20 GAR: 20 zo' S.Y. ....� 1�" 00 1 RINEF V. PARKINS LOT 5 LOT 6 TOWIM TOW: 204.00 Ca S05'191()"W INV. PR04'. HOUSE 't 203.DDo GAR: 37,913 5' fit, 4,87 aCAre5 / lip I 3 '• nT 9 TAW- 13n9 75 M4 Md F- 5 a 0 J 1 AT 1 Tnw. Inn '7G i•��������C•]li������fiifi:�•iif����f•ii�_�i•�� ���. NOW • • • • • ' • EM • i •`i ..�.��i NOW �' �ww Willi NEEN mm'�iv� 1111EMMME i D B L GTIAM a 4 - 110 18 • • MEN= ��`irii"""�.�," �� �1 1„�,"�••I;�'�-ter".._'- ��� alAr��� �' • U _ ILIamb..—MELVI .1 WAR • ������ • IIIIiIMi� • � • �� IIMEIN I ' TVV vTW OTW A'i'.7V �TW o u li 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 4 3/7/05 TOWN COMMENTS MHA 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO 3 2/5/05 TOWN COMMENTS GBS 2 12/8/04 TOWN COMMENTS MHA CONSTRUCTION. 1 11/11/04 TOWN COMMENTS MHA 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY + 0V 4+00 3+50 3+00 2+50 2+00 1+50 200 196 192 200 188 196 1841 192 180 188 176 DATUM 2M" DArW i1 " 176.00 I5&00— 00 SCALE: VERTICAL: 1 "=4' 1+00 0+50 0+00 I 4 1 1+ tj 1 11 I d � � 1+ > 11 4 i v ,� ' 1 i8/ 32 ` E- ce I` iF.190.05 IN):187 95 187 42 it ii 1i.92 is INV (1�' OUt):187.55 o i8^ RCP FL:187.88 r� 2CP-- 37.56 !, ' • RCP 1 { I 1 � 1 SNET# 5403 1 1 z �l >RoPOSE D1tREf SIG 1 >, a�0 i � � 1 .39.27 �95.00 t 'PRIM EXISTING 1EGETA110N TO PROVIDE SITE LINES y SNET# 1986 f1 EXISTING STORM 18" DRAIN ST TF: INV 0+00 90.79 18 �; � oo rn g N .� s N HORIZONTAL: 1 =40 0+00 Tel. 860.291 • 8755 Fax 860-291.8757 GRAPHIC SCALE; ����� 4D 0 20 40 80 � I (INS)iiiiiii rofessiona#s, inc. civil engineers • planners surveyors 1 inch = 40 ft. landscape architects • gis gps 165 South Satellite Road, South Windsor, Connecticut 06074 V-r:w 1+W 1+50 2+00 2+50 PLAN & F'P��FI E LIESIGN.• GGs DRAWN.• MHA I CHECKED: GBS .10,6 NO.: 1993 IDA TE.• 10127104 DRAWNG NO.: 10,6S119921199J--7. DWG 3+00 SMH STA 3+23.03 (4+90.00 BRIGHTMAN CIRCLE) TF:197.44 INV*. 186.70 PREPARED FOR: BRIGHTMAN CIRCLE MR LLIEIR ]ROAD & 1\\TIEVFRS ROAD SOUTH WUMSO1I89 COM EtCTIC UT SHEET 9`1 DIMENSIONS DIA, A B C D E F R-1 R-2 12' 4' 2'-0' 6'-0 3/8 6'-0 3/8 2'-0' 1'-7 15/16' Y-0 1/4' 9' 15' 6' 2'-3' 3'-10, 6'-1' 2'-6' 2'-0 5/16' F-0 1/2' 11' 18, 9' 2'-3' T-10' 6`-1' 3'-0' 2'-5' 1'-31/2' 1'-0' 24' 9 1/2' T-7 1/2' 2'-6' 6'-1 1/2' 4`0' 2'-9 3/16' 1'-4 13/16 1'-2' 30, 1'-0' 4'-6' 1 1'-7 3/4` 6'-1 3/4' 54` 1 3'-1' 1'-6 1/2, 1'-3' 36' 1'-3' 5'-3' 2'-10 3/4 8'-1 3/4' 6'-0' 3'-11 13/16` 2'-0 5/16 1'-8' 5'-3' 1 2'-11' 1 8'-2' 1 6'-6' 1 4'-5 7/8' 2'-3 1/2' V-10' 48' 2'-0' 6'-0' 1 2'-2' 1 8'-2' 1 7'-0' 1 4'-81/2' 1 2'-4 1/2' V-10' I I r PLAN SECTI❑N X-X SECTION Y-Y JOINT$ SHALL BE TEINGAIE AND GROOVE OR DELI. AND SPIGOT AS WED TO CONFORM TO PIPE. MALL THICKNESS SHALL COW" 70 PIPE THICKNESS. STRUCTURE SHALL BE PLACED ON EXISTING SUITABLE MWACTED IN7ERIAL °Q lV GAVEL BASE. CONCRETE CULVERT END NOT TO SCALE L� ❑❑❑ ❑❑ ❑❑❑❑❑ ❑ ❑ ❑ ❑ ❑ 6" CT D.O.T. 2" STONE TO BE PLACED ❑ ❑ ❑ 0 ❑ ❑ OVER FILTER FABRIC MATERIAL ❑❑❑❑❑❑ o 000 ❑ ❑ in ❑❑❑ D ❑❑ ❑❑❑ ❑❑ ❑❑❑ ❑❑ A0011 :1 0 0 oorloo0 EDGE OF PAVEMENT ANTI -TRACKING APRON N.T.S. ANGLE POSTS {14 1. SET POSTS AND 5' LE O e� EXCAVATE A 6"x6" TRENCH FOR STABILITY �Jl- POST UPSLOPE FROM POSTS. SILT AND SELF- j i FENCING CLEANING. '•` 95' 12" MIN. 2. STAPLE THE SILT FENCING TO THE END OF THE POST 3. ATTACH FILTER FABRIC TO 4. BACKFILL THE FILTER THE WOODEN POSTS AND EXTEND TRENCH AND COMPACT FABRIC IT INTO THE TRENCH THE EXCAVATED SOIL. COMPACTED BACKFILL ' -I �ITj'�I I}-�-jI-II-11iTT�_G 1�=j1 •.•::�•:�� � 7-7I per' fT IIT•�7TI� � I _ � I I -•1 11T=rl�= I I �- -! 11- I I I I -I 1 I-�-T�I' `- CONSTRUCTION OF SYNTHETIC FILTER BARRIER N.T.S. 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 Q A 0O 00 a O"Y ooCl 103 o ❑00 �o� o0 23.875" Dia. V 1.25" 1.25" 4.38" i'25.1 1.125" 0.75" r 0.875' 1.56" 1 --�--� 1.125"7 1.50" h - 0.56" I I 0.75� 0.56" -� 3.6875" 1.94" 17" Dia. SECTION A -A CAST IRON COVER N.T.S. 2 - 1.5" Dia. 24.50" Dia. 0.75" Handling Holes �- 1.50" 2.125" .50" 8" 1 50" 21. 5" Dia. 0.75" 0 75 " 6" 36" Dia. 48" Dia. SECTION B-B CAST IRON FRAME N.T.S. 9 STORM SEWER STRUCTURE 9 FLOW \ - FLOW ® 9 9 r ANCHOR WITH TWO 2"x2"x3' STAKES IN EACH BALE I HAY -BALE INSTALLATION AT CATCH BASINS N.T.S. BITUMINOUS CURB tout 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. 3'-4' MAX r'fXCEp 3.1 Mq r �NERF Rock SURFACE SHALL BE TEXTURED AND NON -SLIP. CONCRETE SIDEWALK HANDICAP RAMP NOT TO SCALE 5" CONCRETE SIDEWALK (WHERE REQUIRED) SEE DETAIL 4COpE ---- ---�- ----� - 1/4"PER FOOT 1/2"PER FOi 4" TOPSOIL & SEED ALL MATERIALS ARE TO MEET CONN. D.O.T. SPECIFICATIONS FORM 814A AS AMENDED 50' RIGHT nF WAY 1 26' PAVEMENT 13, BITUMINOUS CONCRETE CURB POINT OF APPLICATION GRASS STRIP RES RVED BITUMINOUS CONCRETE CURB OF GRADE 3/8"PER FOOT 3/8"PER FOOT 2"PER FOOT �ekC� 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 BASL (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 N.T.S. LOT LINES (TYPICAL) (WERE REQUIRED)] PERMANENT RESIDENTIAL CUL-DE-SAC SUBDIVISION PROPERTY THIS PROPERTY REVERTS TO ABUTTING PROPERTY OWNERS WHEN STREET IS EXTENDED. PAVEMENT REMOVAL, GRADING, SEEDING, EXTENSION OF CONCRETE SIDEWALKS AND ALL OTHER WORK INCIDENTAL TO REMOVING CUL-DE-S" ARE REQUIRED UPON STRICT EXTENSION SIDEWALK I I (WHERE REQUIRED) RIIHMT OF WAY LINE -SEE NOTE 41 SIDEWALK (WHERE REQUIRED) SIDEWALK HERE REQUIRED) HT OF WAY LONE i NOTE, FOR PERMANENT CUL-DE-SAC SIDE WALK SWELL EXTEND AROUND CUL- DE -SAC TEMPORARY OR PERMANENT RESIDENTIAL CUL-DE-SAC NOTE Kb 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 LAWN / STREETS / CROSS-COUNTRY PAVED AREAS TOPSOIL do SOD OR SEED --� ({D z x z m 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD REVISIONS BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO 2 3/7/05 TOWN COMMENTS MHA CONSTRUCTION. 1 12/8/04 TOWN COMMENTS MHA 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION By MIN. P 4. 4 .. O 4� . . A 1r MIN. SECTION WATER MAIN TRENCH SECTION NOT TO SCALE BASE AND PAVEMENT PER PAVEMENT DETAIL APPROVED GRANULAR NON - ORGANIC BACKFILL MATERIAL PLACED AND COMPACTED IN ONE FOOT (1) (MAX.) LIFTS. 4D (CT DOT M.03.02-2 FINE AGGREGATE) DUCTILE IRON PIPE 1/2' SMOOTH STEEL BARS 4'X8' ❑PENINGS SPOT WELD @ EACH J❑INT FOR HYDRANTS, POLES, ETC. q��Ope Rf ROck 7S PRE SFNT) TOP CIRCULAR FASTENERS TO BE SPOT WELDED AS DEPICTED AND ANCHOR BOLTED INT❑ FRONT OF STRUCTURE WITH MINIMUM 1/2'X3' STAINLESS STEEL BOLTS NOTES: 1. ALL EXTERIOR WALLS OF CATCH BASIN WILL BE FACED. PAINTED AND GROUTED WITH CEMENT. Type "C-L" Top 2. LADDER RUNGS SHALL BE PRO- Y ith Type "A" grate 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- SIUE OF 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_ 10. TOP GRATE SHALL BE SECURED TO FRAME. DETENTION BASIN OUTLET NOT TO SCALE 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' 1' 1` 5' 2' 4' 8 21' 13' 9' 2 1/2' 1 1/2' 1' 7' 2 1/2' 4 1/2' 12 24' 17' 10' 2 1/2' 1 1 1/2' 1' 1 8' 2 1/2' 1 5 1/2' 15 30' 20, 13' 3' 1 2' 2' 9' 3' 6' 22 36' 22' 16, 31/2' 1 2' 2' 91/2' 31/2' 1 7' 33 A NOTO FILTER FABRIC SHALL BE NONWOVEN CLASS 2, WITH PERMITTIVITY OF 0.5 TO 0.1 SEC71 AND AOS OF 0.43 mm TO 0,22mm AND SHALL MEET AASHTO 11288-96. PLAN rING GRADE THEIR SURFACE RIAL 9RIC TE SECTT[IN A -A NOTE, THIS IS A MINIMUM SIZING OF RIP RAP AND SHALL BE IN ACCORDANCE WITH DOT OR NRCS METHOD ENERGY DISSIPATOR NOT TO SCALE Tel. 860.291 • 8755 Fax 860.291.8757 &esign �� rofessionals, inc.- DESIGN: GBS • MHA CHECKED. GBS ® civil engineers - planners surveyors DRAWN landscape architects gis • gps JOB NO.: 1993 DATE 10/27104 165 South Satellite Road, South Windsor, Connecticut 06074 DRAWING NO.: JOBS/1993/1993-8-90WG w �si� l l l i 1►\ I\ 11` � t�I l�, � NI \ l I 1 t t I SHEET 4" CONCRETE OR BRICK INVERT B B --- i'LOW SECTION A -A STANDARD M.H. FRAME AND COVER -ADJUST TO GRADE WITH MAX. ^F FOUR COURSES OF CONC. BRICK 5-0'C oW I � �g 16"TYP PRECAST REINFORCED CONCRETE MANHOLE ECCENTRIC CONE w 5" ALUM. p STEP p REINFORCED CONCRETE IlII MANHOLE SECTIONS WITH w w "0 RING" JOINTS s~ Ifi o A 4'-0" DIA REINFORCED CONCRETE A �¢ 1 MANHOLE BASE :t z FLOW r � �7 01�6" CONCRETE OR BRICK MORTAR INVERT 3/4" CRUSHED STONE FOUNDATION 14"X10" FORGED ALUMINUM SAFETY RUNG MANHOLE STEPS 16"O.C. TOP STEP TO BE 4" BELOW FRAME SECTION B-B REINFORCED PRECAST CONCRETE MANHOLE not to scale LAWN/ STREETS/ MSS--CDUNTRY PAVED AR AMC 12' 12' 6' Min. SEE PAVEMENT DETAIL • •. - O Approved granular non-orgonle baawl • �' _ material placed and compacted In one foot (mox.) lifts. O O 0" p 0. 'Q Warning tape per Conn. Ceneral Statute 16-345, jJ •O ' section as amended, placed 12" min. to 24' max. above the top of fl• the �. pipe 0. Sand Blanket . .• Pipe, os specified . Filter Fabric (on pipe and troproek) 3/4" Broken Troprock 3/4' Crushed stone bedding material- Q Q Q in rock excavation or as directed by Q Q the engineer. The material shall meet D.O.T. M.01.01.21 for 3/4' Q d d G d Q Q Q d a stone. Backf0l to centerline of pipe when using Polyethylene or A.B.S, pipe. 12' -I--- 811,9c --1- 12" 1"MCAL SANITARY SEWER MMCH SECTION NOT TO SCALE A DEPTH TD INVERT VARIES SEE PROFILES 6 IN. /_ PROPOSED GRADE PAVEMENT SECTION OR LANDSCAPING (SEE PLANS) _WARNING TAPE - MIN. 12' MAX. 24' ABOVE PIPE APPRO VED BACKFILL PLACED AND D '-----CO MPACTED IN 12' LAYERS (OR AS OTHERWISE APPROVED) NO STONE LARGER TH'".i 3' SAND BEDDING PLA. ') AND COMPACTED IN 6' LAYERS NO STONE LARGER THAN 1-1/2'. MATERIAL SHALL MEET D,O.T. M2.05 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, BACKFILL TO SPRINGLINE OF PIPE WITH 3/4' STONE WHEN USING POLYTHYLENE OR CPP PIPE STORM DRAIN TRENCH DETAIL NOT TO SOME NOTES: 1. ALL EXTERIOR WALLS OF CATCH BASIN WILL BE FACED, PAINTED AND GROUTED WITH CEMENT. 2. LADDER RUNGS SHALL BE PRO- VIDED IN CATCH BASIN WHERE HEIGHT OF STRUCTURE EXCEEDS 8 FEET. 3. IN SANDY SOII.S 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^ BRICK MASONRY STD£ LATERALS TABLE S-1/4'/1' WHERE APPLICABLE TABLE UP TO MATCH CROYAt OF LARCW PIPE FLOW CONCIRM MANHOLE BASE MAWOLE PIPE SHALL NOT EXCEED z'-o' IN LEN61M (rep.) £Cc,;,vTRiC TOP sy W^ c (AAS maiim) TYPICAL MANHOLE 1107 TO $CAL ' VERNON sYMMM* FRAME « cowt USE WATERPIt" FIRAME a COVER at T4ETLANO AREA, (SEE DCTAA A NOTE ON THIS SHEET) AD.asr To f msm' CUM wT" 01r,1w 12' MAX. uau S' PRECAST MOORCEO c01tCRM MANHOLE TOY ..3•=a-.- VCCE/ T= TYPE BIT. �+ ..OATS (Z .OATS %OPP£R'S 3mm OR £ORAL) ExcAVAf PAYVENT FoR ,FgtNnNa uATMAL W PLos 31-0* UWIT wT10 K SEE SPECIFICATIONS EA04 SW 5-0 W 15+ DEP4L ",yN, 4-15' WALL HEICNT (UNLESS O�ERYASE AfOtCA71;T) THE PLANS) ..{t. 8'LMt. IV4 WAu POCHT PRECAST REWOR CEO $ACXiAl OR ' OONCRE'!E MANHOLE GRAVEL � >~�'J :'.°. BARRELS MATERI PRECAST COMPLETE- 1 iILIM 4' STUB ._...r..-_d atLrtrtLir w�rls WIN �r--� MAN +--4x�:4 I/:r_�� Yjtil��s�4�•Y • 3/4' CRUSHED STONE OEpMNC '1arr. 4-15' WALL HMT o'f41N, 151. WALL 14LICRY NOTE; MANLMIE SNALL COtLFLY VITH ASIU snanCATIONS C473 LATEST RMS100S SECTION TYPICAL MANHOLE WITH SIDE LATERALS SECTION A -A Vol To SCAt£ 7 1y 2" SEE DETAIL 'A' 2 #4 BARS 3'-10" p LONG ON EACH SIDE i N 12 5'-10 1 2" 2" m a _O_ a oZ I � a• �o 6" 6'-6 1 2" 8" 7'-10 1 2" mall GENERAL NOTES: 1. ALL CONSTRUCTION TO CONFORM TO TOWN OF SOUTH WINDSOR STANDARDS AND SPECIFICATIONS. 2. ALL PROPOSED CATCH BASINS ARE TO HAVE 4 FT. SUMPS. 3. ALL PROPOSED DRIVEWAYS SHALL HAVE A 1" LIP. 4. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION. 5. FIELD CHANGES SHALL HAVE PRIOR APPROVAL OF THE TOWN OF SOUTH WINDSOR AND/OR AGENT AND THE DESIGN ENGINEER. 6. CATCH BASIN TOPS SHALL NOT BE CEMENTED DOWN UNTIL FINAL GRADES ARE SET. 7. ALL PROPOSED UTILITIES ARE TO BE UNDERGROUND. 8. UNLESS OTHERWISE NOTED OR SPECIFIED, ALL ROADWAY AND STORM DRAINAGE CONSTRUCTION SHALL BE CONSTRUCTED IN CONFORMANCE WITH TIDE TOWN OF SOUTH WINDSOR PUBLIC IMPROVEMENT SPECIFICATIONS AND THE STATE OF CONNECTICUT "STANDARD SPECIFICATIONS FOR ROADS, BRIDGES, AND INCIDENTAL CONSTRUCTION, FORM 814" OR MOST CURRENT ISSUE. PERTINENT CONSTRUCTION DETAILS THAT ARE NOT INCLUDED WITH THESE DRAWINGS SHALL CONFORM TO THE STATE OF CONNECTICUT, DEPARTMENT OF TRANSPORTATION STANDARD ROADWAY DETAILS. 9. MAXIMUM SLOPE OF FILL TO BE 3:1. ALL FILL MATERIAL TO BE CLEAN MATERIAL. "CLEAN FILL" MEANS UNCONTAMINATED NATURAL SOIL OR ROCK WHICH IS INERT IN TERMS OF LEACHING AND POSES NO THREAT, PRESENT OR FUTURE, OF POLLUTION TO SURFACE WATERS OR GROUNDWATERS, MOREOVER, CLC q,N TYPICALLY EXCLUDES, BUT IS NOT LIMITED TO THE EXCLUSION OF DEMOLITION OR CONTRUCTION 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 f-ROM AVAILABLE INFORMATION. THE CONTRACTOR IS TO HAVE EXISTING UTILITIES FIELD VERIFIED PRIOR TO CONSTRUCTION. BEFORE EXCAVATING, CONTACT "CALL BEFORE YOU DIG" AT 1-800-922-4455. 12. THE CONTRACTOR SHALL APPLY TEMPORARY DUST CONTROL MEASURES AS NEEDED TO ACCOMPLISH CONTROL. MECHANICAL SWEEPERS SHALL BE USED ON MILLER ROAD WHERE NECESSARY TO PREVENT DUST BUILD UP. 13. GALVANIZED FRAMES AND GRATES TO BE USED FOR ALL CATCH BASINS AND THE DETENTION BASIN OUTLET TOP GRATE AND INLET GRATE. TES i PIT DATA IS FOR GENERAL INFORMATIONAL PURPOSES ONLY, AND APPLIES ONLY TO THE SPECIFIC LOCATION OF THE TEST PIT. ANY INTERPRETATION OR EXTRAPOLATION OF THE DATA IS AT THE SOLE RISK OF THOSE USING THE DATA. ANY CONTRACTORS BIDDING ON THE PROJECT ARE RECOMMENDED TO EXCAVATE ADDITIONAL TEST PITS TO ASCERTAIN THE EXISTING SOIL CONDITIONS. TP1 TP4 0-12" TOPSOIL 0-12" TOPSOIL 12-19" LT BRN VERY SILTY LOAM 12-24" TAP; SILTY LOAM 19-30" MED BRN SILTY LOAM 24"-6' LIGHT BROWN TO RED SILTY SAND & GRAVEL 30-46" BRN SANDY LOAM 5'-6' DECOMPOSED LEDGE 46-52" BRN SAND 6' REFUSAL - LEDGE 52-60" RD BRN GRAVEL/SAND 60" LEDGE - REFUSAL TP5 0-12" TOPSOIL TP2 12-24" TAN SILTY LOAM 0-12" TOPSOIL 24-30" RED SAND 12"-10' RD GRAVEL - SAND LENSES 30"-10' DARK RED/BRN GRAVEL -COMPACT 9'-10' SOME DECOMPOSED LEDGE NO SOLID LEDGE HIT TP6 0-14" TOPSOIL TP3 +-20" LT BRN/TAN SILTY LOAM 0-12" TOPSOIL 20-30" BROWN SILTY GRAVELLY LOAM 12-30" RED VERY COMPACT SILTY LOAM 30"-90" RED SILTY DECOMPOSED LEDGE 30-44" RED/BROWN VERY COMPACT SILTY LOAM 44"-10' COMPACT GREY GRAVEL - VERY BONEY TP7 0-12" TOPSOIL ROOTS GEN 0 12" 12-24" TAN SILTY LOAM NO WATER 24-30" RED/BRN SAND - LITTLE SILT NO MOTTLING OBSERVED 30"-5' RED GRAVEL -SOME SILT-BONEY 5'-8' DECOMPOSED RED/BROWN LEDGE EXCAVATED TRENCH WDTH NATURAL CLAY ••i:• .•, . a•.. BROKEN TRAPROCK (TYP.) CONSTRUCTION SEQUENCE 1. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR AND THE OWNER SHALL HAVE A PRF-CONSTRUCTION MEETING WITH THE TOWN OF SOUTH WINDSOR. 2. THE SURVEYOR SHALL STAKE -OUT THE LIMITS OF CLEARING AND GRUBBING. 3. INSTALL ANTI -TRACKING APRON AT ENTRANCE DRIVE AS SHOWN ON THE PLANS. 4. THE CONTRACTOR SHALL COORDINATE WITH THE PROPER AGENCIES FOR RELOCATION OF ANY UTILITIES OR SIGNS. 5. INSTALL EROSION AND SEDIMENTATION CONTROL MEASURES AT LIMITS OF CLEARING AND GRUBBING. MAINTAIN ALL CONTROL MEASURES AS CONSTRUCTION PROGRESSES. 6. REMOVE TOPSOIL FROM AREAS OF DISTURBANCE AND STOCKPILE IN THE LOCATIONS AS SHOWN ON THE PLANS. RING SOIL STOCKPILES WITH SILT FENCE IMMEDIATELY AFTER CREATION. ESTABLISH VEGETATION ON SOIL THAT IS TO BE STOCKPILED FOR LONGER THAN 30 DAYS. REFER TO SEEDING SCHEDULE FOR VEGETATIVE COVER OF DISTURBED AREAS. 7. CONSTRUCT AND STABILIZE WATER QUALITY/DETENTION BASIN INCLUDING OUTLET STRUCTURE, AS SHOWN ON THE PLANS, PRIOR TO CONSTRUCTION OF STORM DRAINAGE SYSTEM. NO STORMWATER SHALL BE DISCHARGED TO THE BASIN UNTIL THE BASIN IS STABILIZED WITH LOAM AND SEED, OR EROSION CONTROL MATTINGS. 8. CUT AND FILL ALL AREAS OF CONSTRUCTION TO SUBGRADE ELEVATIONS, IMMEDIATELY STABILIZE SLOPED AREAS WITH HAY MULCH OR BY HYDROSEEDING. 9. INSTALL STORM DRAINAGE. PROTECT TOP OF EXISTING CATCH BASINS WITH HAYBALES AND FILTER FABRIC AS SHOWN IN THE DETAILS. 10. PLACE PAVEMENT, CURBING, AND LOAM, SEED AND MULCH OR HYDROSEED ACCOkDING TO SEEDING SCHEDULE. 11. AFTER ALL SITE WORK IS COMPLETED, INCLUDING SPREADING OF TOPSOIL AND SEEDING, THE CONTRACTOR SHALL CLEAN ANY SILT OR DEBRIS FROM ALL STRUCTURES AND PIPES. PIPES SHALL BE CLEANED BY WATER -JETTING AS NEEDED AND CATCH BASIN SUMPS SHALL BE CLEANED BY MANUAL EXTRACTION OR SUCTION LINES AS NEEDED. ESTIMATED START DATE FOR CONSTRUCTION - WINTER 2004 ESTIMATED COMPLETION DATE FOR THE PROJECT - FALL 2005 (SUBDIVISION ROADWAY ONLY) SEDIMENTATION AND EROSION CONTROL NARRATIVE 1. PRIOR TO THE START OF CONSTRUCTION, FILTER FABRIC BARRIERS OR HAYBALES SHALL BE INSTALLED IN CONFORMANCE WITH "GUIDELINES FOR SOIL EROSION AND SEDIMENTATION CONTROL" AS PUBLISHED BY THE CONNECTICUT COUNCIL FOR SOIL CONSERVATION SERVICE. SUCH MEASURES SHALL BE MAINTAINED IN PLACE UNTIL SUITABLE PERMANENT VEGETATION IS ESTABLISHED. 2. HAYBALES AS SHOWN TO BE BUTTED TIGHTLY END TO END AND ST;,KED IN PLACE USING TWO 2" x 2" x 36" WOODEN STAKES PER BALE. 3. HAYBALES TO BE PLACED SO THAT STRING DOES NOT COME IN CONTACT WITH THE GROUND. 4. ALL EROSION CONTROL MEASURES ARE TO BE MAINTAINED OR REPLACED DURING CONSTRUCTION AS NECESSARY. 5. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF ALL SEDIMENTATION AND EROSION CONTROL MEASURES SHOWN ON THESE PLANS. THIS RESPONSIBILITY INCLUDES IMPLEMENTATION AS WELL AS MAINTENANCE. ANY PROPOSED CHANGES TO THIS PLAN MUST BE APPROVED BY THE ENGINEER AND/OR THE PROPER LOCAL TOWN AGENCY. 6. ANTI -TRACKING APRON SHALL BE INSPECTED REGULARLY TO ENSURE PROPER OPERATION. STONE TO BE ADDED TO OR REPLACED AS REQUIRED, AND CONTRACTOR WILL BE RESPONSIBLE FOR SWEEPING EXISTING ROADS AS REQUIRED. 7. AREAS TO BE LEFT BARE FOR MORE THAN lb DAYS SHALL BE TREATED WITH AIR DRIED WOOD SHIP MULCH OR SEEDED WITH PERENNIAL RYE-GRASS UNTIL FINAL GRADING AND STABILIZATION IS TO TAKE PLACE. 8. ALL DISTURBED SLOPE AREAS IN EXCESS OF 3:1 SHALL IMMEDIATELY RECEIVE MULCH AND TEMPORARY SEEDING IN ACCORDANCE WITH THE FOLLOWING RECOMMENDED APPLICATION RATES: MULCH: RATE: HAY OR STRAW 90# / 1000 S.F. TEMPORARY SEEDING: RATE: PERENNIAL RYEGRASS 1.0# / 1000 S.F. 9. CONTRACTOR SHALL PERIODICALLY CLEAN CATCH BASIN SUMPS AS REQUIRED DURING CONSTRUCTION. 10. AN APPROVED EROSION CONTROL BOND IS REQUIRED BEFORE THE START OF ANY CONSTRUCTION ACTIVITY. 11. FROZEN MATERIAL SHALL NOT BE USED FOR FILL NOR SHALL FILL BE PLACED OR COMPACTED ON FROZEN GROUND. ED GRAVEL BASE +GREEN TmRr t x' CB TF:192.80 INV (18" IN):185.30 INV (18" OU1):185.25 WETLAND PLANTINGS FOLLOWING. TUSSOCK +�CONStsT ot: THE PUNGENS� 7HF2EE SQUARE (StYfiP�s VAUDUS }, SOF'rSTEM BULRUSH (SCIRPUS I�'HA %AND NARROW-LF-AF CATTAIL AND PLANT QUuAN11Iq), FINAL PLACEMENT PL To BEn71Es OF WETLANDS COORDINATED BASED ARCHITECT. GROUPiNGS WiLL 81 WITHIN "TINGS 24-3600 BOT110M 70 BE L0TTipM BASIN -BAN CENTER ENGL WETMIX B Y NEW EN ENGXAND �DED WiTH NEW 12` INC, BOT OM OF 8A57NTp CONTAIN ORM ND AMENDMENT. OPSOIL WITH 30X ORGANIC SOIL N/F CATHERINE V. PARKINS f i f rn1 .ff LO- '.91: 07 N /F SUSAN TANDY o n 1 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE m INFORMATION. ALL EXISTING UTIb TIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 3/7/05 TOWN COMMENTS MHA 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 02/04/05 LANDSCAPE REVISION RLB BY A LICENSED LAND SURVEYOR PRIOR TO 2 12/08/04 TOWN COMMENTS GBS CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE t 11/11/04 TOWN COMMENTS MHA RICHARD L. 80STON IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR._ LICENSED LANDSCAPE ARCHITECT NO. DATE DESCRIPTIUV BY CONNEC11CUT LICENSE NO. 568 GRAPHIC SCALE 40 0 20 40 so (INS) 1 inch = 40 fL Tel. 860.291 • 8755 Fax 860.291.8757 esign rofesslonals, Inc. ■ civil engineers • planners surveyors landscape architects • gis • gps 165 South Satellite Road, South Windsor, Connecticut 06074 VALVES LEFT '720 M PLUG WOFF i ! TREELINE I ice_ 985 I� 3 / I II I� 1+11 7F; 790.05 INV (18" IN):787.95 I�+(tt" I OUT):187.55 _= 18" RCP -= ni i FL: T87.88 L I PROPOSED S I R NEW 'iREEUNE m �t I PROPOSED I `FELINE J Im 1 Iz I EXISTING 1�, I TREELINE i � I i � � I y SNET# -4-1987 I � I IJ `LANDSC : PE_PLAN DESIGN.• RLB I DRAWN.• UHA I CHECKED: GBS JOB NO.: 1993 I DATE: 10-22-04 DRAWING NO.. d0BS/1992/1993-L1.DWG 0 I.AND6CAPE NOTE 1. ALL EXISTING TREES TO REMAIN SHALL BE SHAPED OR PRUNED WITHIN THE DEVELOPMENT AND ALONG ZER OF CONSTRUCTION LIMIT AS REQUIRED BY LICENSED ARBORIST. 41iREAS DESIGNATED AND ALL AREAS DISTURBED NOT RECEIVING A SPECIFIC SURFACING, SHALL BE SEEDED SHALL RECEIVE FOUR (4) INCHES OF TOPSOIL, SOiL AMENDMENTS AND MULCH, WATER AND MAINTAIN LAWN AREA UNTIL ALL AREAS ARE STABILIZED AND ACCEPTED BY OWNER'S REPRESENTATIVE. TOPSOIL SHALL BE LOAMY FRIABLE SOILS FREE OF SUBSOILS & ROCKS GREATER THAN 3/4" AND OTHER DELETERIOUS SUBSTANCES, PH OF TOPSOIL SHALL BE BETWEEN 5.5 & 6.5. PARTICLE DISTRIBUTION SHALL BE: GRAVEL LESS THAN 10% COARSE TO MEDIUM SAND 30-657. FINE SAND 5-20% VERY FINE SAND 0-20% SILT 15-25% CLAY 15-25% 3. LAWN GRASS SEED MIXTURE: A. SEEDING MIXTURE TYPE 1 (LAWN AREA): BLUEGRASS BLEND (3 VARIETIES) 50% OF MIXTURE CHEWINGS RED FESCUE 30% OF MIXTURE PERENNIAL RYEGRASS 20% OF MIXTURE APPLICATION RATE: 4.50 LBS PER 1000 S.F.WITH WOOD HYDRO -MULCH 0 1200 LBS. PER ACRE. B. SEEDING MIXTURE TYPE 11 (LOW MAINTENANCE) TALL FESCUE 70% OF MIXTURE 7 PERENNIAL RYEGRASS 10% OF MIXTURE CREEPING RED FESCUE 10% OF MIXTURE ALSIKE CLOVER 5% OF MIXTURE REDTOP 5% OF MIXTURE APPLICATION RATE: 3.50 LBS PER 1000 S.F.WITH WOOD HYDRO -MULCH 0 1200 LBS. PER ACRE. C. TEMPORARY VEGETATIVE COVER SEEDING DATES: MARCH 1 TO JUNE 15 AND AUGUST 1 TO OCTOBER 1 PERENNIAL RYEGRASS 100% APPLY ONE POUND PER 1,000 SQ. FT. WiTH WOOD HYDRO -MULCH AT 1200 LBS. PER ACRE. 4. ALL TREES AND SHRUBS SHALL MEET THE AMERICAN STANDARDS FOR NURSERY STOCK, ANSI Z60.1 BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION. ALL TREES SHALL HAVE A CENTRAL LEADER. ALL TREES SHALL BE FRESHLY DUG WITHIN 30 DAYS OF DELIVERY TO THE PROJECT SITE. ALL TREES PLANTED WITHIN HTE TOWN'S STREET TREE EASEMENT MAY NOT BE REMOVED WITHOUT APPROVAL OF THE TOWN'S PUBLIC WORKS DIRECTOR. 5. PLANTING SEASONS: SPRING - MARCH 15 TO JUNE 10 FALL - SEPTEMBER 15 TO NOVEMBER 15 6. PLANTING SEASON VARIANCE: IF SPECIAL CONDITIONS EXIST TO REQUIRE PLANTING OUTSIDE THE ABOVE SPECIFIED DATES, THE CONTRACTOR SHALL SUBMIT IN WRITING FOR PERMISSION BY THE OWNER'S REPRESENTATIVE. ANY VARIANCE IN THE PLANTING SEASON WILL NOT AFFECT THE ONE YEAR GUARANTEE PERIOD. 7. SUBSTITUTION OF PLANTS WILL NOT BE PERMITTED UNLESS APPROVED IN WRITING BY THE OWNER. 8. PROVIDE A MINIMUM OF 12" OF PLANTING SOIL MIXTURE IN ALL PLANTING BEDS. 9. PLANTING SOIL MIXTURE (BY VOLUME) SHALL BE EQUAL TO: A. BARK MULCH- 107-12% B. COURSE SAND- AS NECESSARY C. CLAY LOAM TOP SOIL- AS NECESSARY D. SOiL AMENDMENTS- AS RECOMMENDED BY TESTING SOIL MIXTURE SHALL CONTAIN THE ABOVE TO ACHIEVE THE FOLLOWING GRADATION RANGE: A. GRAVEL -LESS THAN 10% B. COARSE/MEDIAN SAND- 55%-65% C. FIND TO VERY FINE SAND- 15%-25% D. SILT- 107.-20% E. CLAY- 15%-20% 10. SOIL AMENDMENTS: A. LIME SHALL BE PELLETIZED LIME MANUFACTURED TO MEET AGRICULTURAL STANDARDS AND CONTAIN A MAXIMUM OF 60% OXIDE. (I.E. CALCIUM OXIDE PLUS MAGNESIUM OXIDE). B. FERTILIZER SHALL BE OF A FORMULA INDICATED BY THE SOIL TESTING TO ACHIEVE A MINIMUM OF ONE POUND OF NITROGEN PER 1000 S.F. OF LAWN AREA. FERTILIZER SHALL BE A MINIMUM OF 50% ORGANIC SLOW -RELEASE COMPOSITION. 11. DEAD OR DYING PLANT MATERIAL SHALL BE REPLACED BY THE DEVELOPER DURING THE FOLLOWING PLANTING SEASON OF THE FIRST YEAR WARRANTY. MAINTENANCE OF THE STREET TREES ARE THE RESPONSIBILITY OG THE ADJACENT LOT OWNER. NO STREET TREE SHALL BE PRUNED UNLESS DIRECTED BY THE TOWN'S TREE WARDEN. 12. ONSITE EVERGREEN TREES FOR BUFFER SCREENING, OF NEVERS ROAD TO BE SELECTED BY THE OWNER'S LANDSCAPE ARCHITECT FOR VARIETY PLACEMENT, QUANTITY AND QUALITY. MINIMUM QUANTITY: 28 SEEHE LANDSCAPE TAKE TREES 0NI:f UPON THE APPROVAL c� Il/J {' � OF THE LANDSNG CAPE ARCHITECT WRAP TREE TRUNKS ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT MARK THE NORTH SIDE OF THE TREE ROOT FLAIR SHALL BE A MINIMUM OF 2' ABOVE THE FINISH GRADE IN THE NURSERY, AND ROTATE TREE TO FACE NORTH AT THE SITE WHEN EV<R EACH TREE MUST BE PLANTED SUCH THAT THE TRUNK FLARE IS VISIBLE AT THE TOP POSSIBLE. OF THE ROOT BALL TREES 1ffRE THE TRUNK MULCH RING FLARE IS NOT VISIBLE SHALL BE REJECTED. SET TOP OF ROOT BALL FLUSH TO GRADE OR 25-50 W 1-2 1N.) -.2400 HIGHER IN SLOWLY D ING SOILS. 1800 "1 (6 FT.) OWM. MIN. Ld NOT COVER THE iOP OF THE ROOT ALu (8FFFTTT O14t1. PP.EFERF.ED BALL 557TH SOIL. c ri ti i , ,,T"` 100 MM (4 IN.) HIGH EARTH SAUCER BEYOND EDGE OF ROOT BALL. REMOVE ALL TWINE, ROPE AND WIRE, AND BURLAP FROM TOP Ha+ F OF HOOT BALL IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND THE ROOT BALL, CUT THE WIRE BV4,,FT IN FOUR PLACES AND REMOVE UPPER TWO-THIRDS Ot BASKET. PLACE ROOT BALL ON UNEXCAVATED OR TMJPED SOIL. VENT, TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FODT PRESSURE SO THAT ROOT BALL DOES NOT SHIFT. 2. THIS DETAIL ASSUMES THAT THE PLANTING SPACE IS LARGER THAN 2400 Mid (8 FT.) SQUARE, OPEN TO THE SKY, AND NOT COVERED BY ANY PAVING OR GRATING. 3. TREE PITS SHALL BE A MINIMUM OF TWO i1MES THE. DIAMETER OF THE PLANT'S ROOT BALL . 4. WATER SHALL BE APPLIED AS REOUIRED TO MEET SOIL CONDITIONS THROUGHOUT CONSTRUCTION AND WARRANTY PERIOD.. TREES IN N." PREPARED FOR: BRIGHTMAN CIRCLE mtT! 1 { f ��IC, CONMIC cICUT SHEET �fl