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HomeMy WebLinkAbout02-20P_RSK-KELLCO, INC._ORDWAY DRIVE4 .nlllll IU111111111111 u1111U111jl1111 Cnlj� li +I .1.1 lllPIP-, pumlll ' •IIIIIIIII - Iill) I�IIIIII���I�II IIII I I T Il II ifiir IIII ilpN '�IIIIIIIIII Illllli� ml luo IIIIIIIIIIIIIIIIn nl a Illil. -_ IIIIII RESUBDIVISIOIN 4TN 1*_X-1) y ew,-- D WAY D VE -no W CC rr� R, t - - D_ U �Ul'j IN\ LN\ 1E CC DSO prepared by: &roesfeigsnsionals, inc. Civil Engineers • Planners • Surveyors • CIS 165 South Satellite Road South Windsor, CT 06074 (860) 291-8755 FAX (860) 291-8757 THESE DRAWINGS ARE THE PROPERTY OF DESIGN PROFESSIONALS, INC., AND HAVE BEEN PREPARED SPECIFICALLY FOR THE OWNER/APPLICANT FOR THI5 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 PERM155ION OF DESIGN PROFESSIONALS, INC. THESE PLANS ARE INVALID UNLESS THEY BEAR THE ORIGINAL SIGNATURE AND IMPRE5510N SEAL OF THE PROFESSIONAL ENGINEER OR SURVEYOR. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-30OB-1 THRU 20-30OB-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES — "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. THIS PLAN WAS COMPILED FROM OTHER MAPS , RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION. IT IS NOT TO BE CONSTRUED AS HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE FIELD SURVEY MAY DISCLOSE. TO THE BEST OF MY KNOWLED D BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED. HEREON. 12882 RICHARD P. M LIC. No. OWNER/APPLICANT RSK — KELLCO, INC. 1744 ELLINGTON ROAD SOUTH WINDSOR, CT. 06074 644-8761 h sl+e 4NE �} ROAD DAM LANE ) oocwoo Apr rtoAo PV V J Rob SITE o KlwNf N ST. MAn (PA) rrrn L nT so ,LLLV _"£ Yi AIY piles Cknt� ✓� � m+rJ 291 < N.T.S. DESIGN PROFESSIONALS, INC. E "6�FJ^t 4, t�T4i1 C.F �� gib � �7'.�t �i�mh F"'""+•""'' �, { n 1:'I �.. a �...v T Y �( I S '4 �... ..' i✓ 1l LL .�'i� ;i i�t"�.✓''e ►i.F..Awa;f✓ �.Jl�ri<"il� i.i..�l:.e.... �= r DATE: Zoning Data Block ZONE: A-20 ITEM REQUIRED/ALLOWED PROVIDED Lot Area 20,000 sq. ft. min. 44,900t s.f./ 1.1 t ac. Lot Width 100 ft. min. 0.0 ft.* Lot Depth 150 ft. min. 325t ft. Lot Coverage 15% max. 1.4% Impervious Coverage N/A N/A Building Height 30 ft. max. <30 ft. Front Yard 40 ff. 63.79 ft. Rear Yard 40 ft. 47.02 ft. Side Yard 10 ft. 52.60 ft. * Frontage variance approved by the ZBA on FEBRUARY 8, 2002 (application #2524-02 of RSK KELLCO, INC.), for a lot with 0.0 feet of frontage on Ordway Drive. 58 ORDWAY DRIVE WAS PREVIOUSLY KNOWN AS 57 ORDWAY DRIVE. SHEET INDEX 1 COVER SHEET 2 KEY MAP (100' SCALE) 3 SITE PLAN 4 PLOT PLAN 5 TOPOGRAPHIC PLAN 6 SEDIMENT 8c EROSION PLAN ,tA '-GONN"", ti s "7 47 r �� s®iss SOON AL s REVISED: OGTOBER 2, 2002 REVI5ED: APRIL 50, 2002 DATE: APRIL 15, 2002 SHEET 1 E: \JOBS\1 520\1 520CV-2 I MAP LOT N/F ABUTTER LIST 23 6 20 WOODSIDE DRIVE GRIMALDI GEORGE M. & VIRGINIA S 14 27 HOLDS RD LEHTONEN, WILLIAM W. & LOIS C. 15 35 HOLDS RD. ARMSTRONG, CAROUNE S. 16 52 HOLDS RD HOWSON, D£BRA A. 17 46 HOLDS RD RUSSO, DEBORAH J. & PETER M. JR. 18 40 HOLDS RD ZEPPERI, MICHAEL 19 34 HOLUS RD. CAPSOLAS, STEPHEN N. 28 33 DAVEWELL RD RIORDAN, CHARLES J 29 39 DAVEWE11 RD MCGILL, RONALD & RI/A 30 45 DAVEWELL RD MCGILL, CECIL MARY 31 51 DAVEWELL RD BURNS, LYNN L. 34 21 171 HILTON DR PAHOLSKI, MICHAEL 23 187 HILTON DR SAVVIDES, SAWA G. & KAREN L. 24 195 HILTON DR CAIN£ ✓AYES D & BARBA RA 25 205 HILTON DR DONNN WILLIAM F M 26 11 SHARON DR GOIANGOS JOHN JR t CLAUDIA A 38 6 SHARON DR LACAPRUCIA, KATHY J 39 241 HILTON DR BILAS MICHAEL & VIRGINIA M (SURV 40 251 HILTON DR KRAMER LANCE D 41 260 HILTON DR BOLD£N JAN£S£ F 43 240 HILTON DOWUNG, EMILY E 44 232 HILTON ASSELIN NOEL L IRMA R 45 224 HILTON DR CLICHE, CECILIEN J. & LAURETTA E. 46 214 HILTON DR DERRICK MARK A & ANNE C 47 206 HILTON DR ZACZYNSI(I, JOHN M. JR. 48 198 HILTON DR BOUCHER FAMILY TRUST 49 192 HILTON DR FORNEY, ✓AMES H. 50 184 HILTON DR SAUER, FRED J. & MARY L. 51 176 HILTON DR COONEY, TIMOTHY F. dr SUZIE M. 52 882 ELLINGTON RD SKINNER, ROBERT W 53 55 ORDWAY DR KING, JACOU£UNE 54 56 ORDWAY DR EZJAFAAW W1, HASSAM 55 48 ORDWAY DR WATERS, JOHN R. & PATRICIA E. 56 10 RAVINE RD GEARY, ELEANOR R. & MARGARET A. 57 16 RAVINE RD HEALEY, CYNTHIA 58 7 RAVINE RD BANACH, MARCIA A. 59 13 RAVINE RD HALVORSEN, JOHN J. 60 19 RAVINE RD. GORDON, BRUCE P. & £ILEEN P. 61 58 HOLLIS RD STANLEY, DONAL RANDALL 62 25 RAVINE RD WOLF, HELMAR & GUERRA ARTURO 63 24 RAVINE RD CECERE, ANTHONY J. & DAWN B. 64 30 RAVINE RD NISSLE, JOAN & STEPHEN 65 48 DAVEWELL RD BURNHAM ACRES ASSOCIATION, INC. 66 69 HOLLIS RD FINAN, WAYNE & KAREN 67 63 HOLDS RD. CLARK, ELIZABETY A. 68 57 HOLDS RD DORMAN, HOWARD A. & JOANNE S. 69 51 HOLDS RD TAGGART, DORIS S. 70 45 HOLUS RD LEMIEUX, VICTOR N. & MA£ K. 71 30 WOODSIDE DR JOHNSTON, GREGORY A. & ANN M. 72 40 WOODSIDE DR MARRNO, PETER & ROSYNME S. 73 50 WOODSIDE DR KOZIK, PAMELA J. 74 60 WOODSIDE DR RYLA, JOHN A. & MILDRED 75 55 WOODSIDE DR DOWNS, LAURA L. 76 45 WOODSIDE DR BROWN, ROBERT C. & CHERLENE C. 77 35 WOODSIDE DR ONISZCZUK, MAX 78 25 WOODSIDE DR CIANCIOSI, ROBERT & BARBARA B. 79 10 ABBE RD CHARBONNEAU, ANDRE 80 170 RXTON DR ✓ELLISON, DELBERT 81 f64 HILTON DR SMEALLIE, ✓AMES ARTHUR 82 154 HILTON DR LEAHY, MARK J. & MICHELE M. 93 970 ELUNGTON RD MORIN, MARCEL & GIS£LLE 94 84 RHONDA DR ROGOZ, JOSEPHINE 95 76 RHONDA DR. DENICOLA, ANTHONY J. 96 70 RHONDA DR DED£RER, SUSAN 97 60 RHONDA DR BROWN, ALAN L. & NANCY B. 98 61 RHONDA DR GRAVELLE, LEON £. 35 f 246 HILTON DR BONITO, ANTHONY J. 2 914 ELLUNGTON RD SOBRAWSKI, DAVID E. & ALLISON 3 926 ELI_/NC;TON RD Rd/A/V///E C/aRL_iTOPHFIP F! 4 LAKEWOOD DIP LAKEWOOD CONDOMINIUMS 7 919 EILUNGTON RD RIVER VALLEY BAPUSH CHURCH OF 8 909 ELLINGTON RD KING, SUSAN G. & KEITH J. 9 899 ELLINGTON RD GALAIS£ ROBERT B & JUDITH A 10 341 ✓ORDAN LN JOHNSON JULIA RACKAUSKI WETHERSFIELD, CT 08109 11 887 ELLINGTON RD FRIEND M TIMOTHY 12 871 ELLINGTON RD ANDERSON ROGER H & DONNA S 13 861 ELLINGTON RD MICHAUD MICHELE SIMEONE 14 1275 TOLLAND STAGE RD DUMOUCHEL ROBERT G TOLLAND, CT 06084 15 847 ELUNGTON RD TAVARNES1 FRANK ✓ & ROSE P f6 21 QUARRY BROOK RD THOMAS RICHARD A 17 39 QUARRY BROOK RD BARNES ✓USTIN A & KATHLEEN G 45 20 QUARRY BROOK RD MANRIOU£ CARMEN 46 835 ELLINGTON RD LONGANO FRANK P TOSCA S SURV 47 827 ELLINGTON RD ROGERS ROBERT L t VIOLA SURV 48 817 ELUNGTON RD KHAN, OAMYAR N. 53 814 ELLINGTON RD PADEGIMAS DONALD & HILL ✓ANET L 54 822 ELLINGTON RD DILLON NANCY R. & 55 16 ORDWAY DR JACOUES, MARK H. 56 4 RAVINE RD BROWN, STEWART G 57 24 ORDWAY DR RACKUFFE, TIMOTHY A. & ✓DUE A. 58 32 ORDWAY DR LABBE, RICHARD N. & MICHELLE L. 59 40 ORDWAY DR HILDEBRAND, ANDREW & FAYNE A. 60 47 ORDWAY DR CHARP£NTIER, LUCY M. 61 39 ORDWAY DR WILCOX, STEPHEN G & ROSEANN G. 61 31 ORDWAY DR HALPIN, JAMES N. 63 23 ORDWAY DR MONTANO, ROCCO E 64 832 ELLINGTON RD PERKINS DONALD Lf 65 840 ELLINGTON RD SELLERS CHARLES M+JA)VE JONES SV 66 850 ELLINGTON RD LEWIS, ✓OSEPH P & DOLORES O 48 55 970 ELLINGTON RD WOLF, HELMAR & GUERRA, ARTURO NOTES: 1. PROPERTY LINE INFORMATION FROM THE TOWN ASSESSOR'S MAPS. CADASTRAL MAP OF TOWN OF SOUTH WINDSOR. SHEET 23, 34 & 35 OF 150, 10/23/98. QUINN ASSOCIATES. 2. 58 ORDWAY DRIVE WAS FORMERLY KNOWN AS 57 ORDWAY DRIVE. z - x Oil 11 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY Z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE m INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. 7 A A / L%J LU REVISIONS 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 GRAPHIC SCALE FROM OTHER MAPS , RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION. IT IS NOT TO BE CONSTRUED AS 100 0 50 100 200 HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE FIELD SURVEY MAY DISCLOSE. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. IN FEET 12882 1 inch = 100 ft. NO. DATE DESCRIPTION BY RICHARD P. MARTEL LIC. No. 860.291.8755 C'Resign , ofessionals, inc. • Civil Engineers • Planners • Surveyors • CIS 165 south satellite road • south windsor • connecticut 06074 DESIGN: RA I DRAWV.• RA I CHECKED: PRD ✓os No.: 1520 1 DA 7F.• 4115102 DRAWING NO.: 152OKUNW COMPILATION MAP PREPARED FOR: RSK KELLCO, INC. 57 GREDWAY DRUV E South WAndsoir ce^ ,ecflcmt SHEET IL 1 6. 58 ORDAWY DRIVE WAS PREVOIUSLY KNOWN AS 57 ORDWAY DRAIVE. SNET Co. MAP REFERENCES: \ \ No. 2343 ' 1. MAP OF MARCH 0. PLEASANT962 MEW W.PROPERTY OF JAMES MILKIE ELLINGTON ROAD, SOUTH WINDSOR, CONN. SCALE 1" = 40' DATE: n , • I �� i ' - i80 NSA. 2. PLATT II PLEASANT VALLEY HOMES, PLEASANT VALLEY ROAD SOUTH WINDSOR, CONN. SCALE 1 =60 , JAN 1957 REV TO .1 \ _ \ \ � \ 5/21 /58 BY PRIMUS & WELT]. - ` \ / . / / ' / / / / 00 �� 2�. N/F 3. PROPERTY SURVEYED FOR ROBERT W. SKINNER NO. 850 ELLINGTON ROAD SOUTH WINDSOR CONN. SCALE 1"=40' MARCH / 1981 BY PETERSON & HOFFMAN. ' 1 \ / `� `` �� / \ �2�0 TED R. & CYNTHIA 4. MORTGAGE PLOT PLAN PROPERTY OF THOMAS J. & BARBARA H VILLANO 914 ELLINGTON RD. SOUTH WINDSOR SCALE - - T0-4 1"=50' SEPT. 19, 1973 BY JOHN H. KEITHLINE. \ ` / / / O C,� SOMES Cf 4 5. BURNHAM ACRES PROPERTY OF WELLMAN R. BURNHAM & DAVID M. BURNHAM, PLEASANT VALLEY ROAD SOUTH WINDSOR, I \ \ ... --' �` ,' ,' \ OS♦ `� CONN. SCALE 1"=50 FEET DATE: JULY 1946 BY PETERSON & HOFFMAN. �NG'� 6. MAP OF WOODSIDE - PLEASANT VALLEY ROAD - SOUTH WINDSOR, CONN. PROPERTY OF JAMES MILKIE SCALE 1" = 40' SEPTEMBER 8, 1962 BY HAYDEN L. GRISWOLD. 7. CONNEC11CUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP TOWN OF SOUTH WINDSOR EAST HARTFORD -WAPPING ROAD FROM THE EAST HARTFORD TOWN LINE NORTHEASTERLY ABOUT 11,200 FEET ROUT NO 313 NUMBER 351 SCALE - - IP ® I / 1"=40' OCT. 31- 1931 SHFF_T 4 OF 4. q { , / 1 ' ' / / I t ' 1 ` , 1 /V�_ 8. CONNECTCUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP TOWN OF SOUTH WINDSOR EAST HARTFORD WAPPING ° 1 / : i / 1 �' / / ,' / l It +1 1 1, `I ' `� \ ®� 2 IP 4 n / ROAD FROM A POINT ABOUT 1070 FT. SOUTHERLY FROM THE PODUNK RIVER NORTHERLY & EASTERLY ABOUT 6300 F / / , ROUTE NO 515 SCALE 1"=40' NOV. 30, 1936 NUMBER 132-04 SHEET NO. 1 OF 3. / ptj - ' 'l ,' / /// ,' / I 1� It 1 `1 11 11 �, ' \\ ` • 82 00 P No. 342 / I f i ! I - • Epp. ' // \ E Y9 SNET dP +r No. 42 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074-2786 `\ / I / AREA CODE 860/64 -2511 _ 4 FA%8E86/644 /�_ /- ANDRE CHARBONNEAU / _�,�-� /i _ _ ��os �,,, , , , '� t l ,% May 1-9.2002 /_ - Mr. Bruce Kelley � ' .-` �7"ii• r`�' _ _ _ - - - / _ � ' _ _ - / - - _ _ _ _ � ` _ � •' l I _ _ _ _ _ ` i ' I ! l l � South Windsor, CT (fi074 ! ��'I � � -• - ��_ _ - �/J _ ' / , � � -- ' � � � ' - � � .- _ _ - Re: Appl 02-20P. RSK Kcllco Rcsubdivision ! \ - - - \ ----- _ - - - ------------ - // - - /� / - _ _ - - -- Dear Me Kcllcy: [� _ - - Weare pleased to advise you titer the Planning &'Lotting Commission voted on May 28, 2002, to approve ' \ A:) , �`-�-..,t �_ - - - - _�. - - - - - - - - - - - ' / - - - - - - - _ _ _ - - - Aso- - / f ' i ' _ f - - - - _ _ - - - - - / _ _ _ _ - I ' _ / ' - _ a resubdivision li,r one lot lobe known as RSK Kcllco Resubdivision, on property located on the we, I (c, , / / - _ _ - _ _ _ - - - ' _ _ _ - - - - / _ l \ ` \ \ ' - - \ --- - �_ - - - - -- __ ' ' �� '/ .\� /^ / SHED end of Ordway Drive, A2117.one as shown on plans prepared by Design Professionals, Inc., Project #1520 p / / / _ _ -- - _ _ _ _ _ _ _ _ ' / ' /' - _ - - _ _ _ - , ' _ . \\ \ _ -' / , / / / //Aw and dated April 26, 21102, as revisal. This approval is subject to the following modifications: ' - - - - - - - - - - - - - - - - - - - - - _ _ - _ _ _ _ - - \ - ' / _ ` ' - - - - - - _ - - I I / ' ' / / ' -.c _ , i / _ ' / SNET o. / 1. This approval is foronc lot. / / ' /' / / ' / r - _ - - - ' / - - / / / _ _ ` - / 1 _ No. 2 4 / / / '' / / / / - - - - - - - - - - - - - - / 2. Drainage and construction for this subdivision is subject to the approval of the Town Engineer. \ - / / / -� - _ - J \ - - - - - - - - - - / \ 1 - - - - / I l� l /l 7. This lot shall be secured by septic system and is subject to the approval of the Town Sanitarian. / / / / / 1 / / / / / / i _ _ - - - _ _ _ _ - �- ` \ ` ` I \ t ` / �\ 4. All plans used in the field by the developer must bear the stamp and authorized signature of the / / / // / / ' , _ _ _ Town ofSouth Windsoc / / \ / / / - 5, water shall be supplied to this subdivision by public water. _ _ - - - - _ _ (. All easements for conservation purposes, drainage or utilities, that may he required in connection with the approval of this subdivision, must be submitted on standard Town easement form where appropriat 1, to this Commission prior to filing the mylars and issuance of building permits. All i / ,' / ' / / / / / / / ' / / , ' _ _ deeds for open space, public improvements and roadways mull be submitted prior to request for t , - ' - / / // / \ - - - - - \ ' ` -I Town acceptance; all deeds must be in accordance with the policy for accepting deeds and must he ' / _ / / / / / / / / , - r _ - [ 1MON ,vi by the t_innincerinn I_)enartment and Town Attomcv. (enclosed) I / / / / / n� �\ I t x X ' /\ A, l\_/\ J\_ / / l CHD annrny - � -_ /' / pp -72 ___ ___ I Ex B 7. Prior to the building of any structure on a lot, a topographic map, drawn to a scale of I"- 40', shall ( 1 ' , ' / i , / / / / , / , / / / , , 119 �� v - - _ _ _ _ _ _ _ \ , \ / r �- --� ' / T.F. _ .0 he submitted for each lot in Cie subdivision, showing proposed contours, elevations and the location of the footing drains. No building permit will be issued until the proposed contours, (lour I \ / , / / / / , / / / / / cj ` \ \ \ I elevations and location of Cooling drains have been approved by the •Gown Gngincer. 3. Septic system and/or private well final desilm(s) must be submitted to and approval by the I I , / /' J - /' / / / / , / / \ / ' \ / Environmental health officer prior to filingof mylars and issuance of building permits. ` ' \ \ ' / / ` / 1 9. If, for any reason, finished grading and other individual lot site work is not completed, the Town hnginccr shall dctcmpinc the amount of a cash (pond to ensure final grading and site work. This cash MI O Fond must be submitted prior to issuance of a Clcrii fiente of Occupancy. / / l / 10. A drainage assessmcni fec in the amount ofs50.o0 shall be submitted to this Commission. 1 O YEAR 0'0D N I / / , / / _ / / / / � I I / \ \ 11. No building permits will be issued until all modifications have been complied with, and the final { VATI 45.0) rl i , l // r/ / / // // / / , ' _ - / / / / / \ / - \ \ Il plans have been filed in Cie Town Clerk office. \ \ \ I a _ \ � T.F.=79.88 12. Town Engineer's review comments dated April 30, 2002 must be addressed to the Town Engineer's satigractron. _ 13. Footing drains are not required. I i ' - _ - ' \ \ / I \ fl IEXIST. Black, white transparent mylars of Sheets ft3 with the above modifications, together with three to / , , ' _ _ _ I ! +\ _ \ \ � � EXIST. X m Il �MA/LBOX blueprint copies of the entire set of plans (including architectural elevations) must be submitted to thus I I , , j\ , I I 1 / , / �` \ - _ _ - _ / / \ Commission within 30 days to be stamped and signed. The letter of approval of this Commission must be \\ I / , `•t,®v I I I , 1 1 1 1 / _ - - _ \ ' ' reproduced on the mylars. been signed b the Commission the will be returned to you for filing in the Office of After mylars have he S Y Y Ihe'I'own C•Icrk. After filing these plans, a copy of the receipt must be submitted to the Planning , Dcparmcnt, , I 1 I I t I I I I t 1 I I l ' / � \ ♦ \ ` \ `/ � � � / \\, PARCEL A \ I I l Sincerely, LIMI 0 `\ AREA=546,324i S.F. - - I I I 1 rl I , \ 80 U D REVI=12.54t AC. \ \ _ - I Kevin McCann. Chairperson \ / 1 , 1 I 1 ' - - _ _ Plannin . and 7onintc Commission .., ' I / 1 1 AEA \ i ' \ pg p NET ;112339 1?nclosurcsgo cc: Town Engineer / Chief Building Official Assessor - EY I 1 / / / / / ne Superintendent of Pollution Control NE , I 1 1 / I ! , , / / / , / N/F l / Fire Matsbal CHARBONNEA �' r ' ' i ` / ,' / ' / \ ,/ /OD LEGEND NOTES: 1. HIGH WATER LINE AS DEPICTED ON MAP REFERENCE #2 AND IS AN APPROXIMATION. 2. PROPERTY IS IN A-20 ZONE. 3. PROPERTY LINE PER DEED CALL. 4. TAX LINE AS DEPICTED ON TOWN OF SOUTH WINDSOR ASSESSOR'S MAP #34 FOR PARCEL #52. 5. THE "CLOSING LINE" DEPICTED HEREON IS TO GIVE MATHEMATICAL CLOSURE TO AFFECTED BOUNDARY AND IS NOT TO BE ............. - CONSTRUED AS A PROPERTY/BOUNDARY LINE. SKINNER ----------- ---_ EX.H"ANT / ST. 100 YEAR FLOOD PLAT �" AVER / ' ',/l//r / / l//l,r,/ll - _ _ \ `\ .\ I\ / 1C80X ET 2338 R p v� VATION 45.0) , 'PQ / /�' ' ' /, / / / / ' / / , /, / \ \ I I I ' AMC LIGHT 70, `\ EX. SIGN / / 16. C-CB � ---__- DO NOTfjASS // IT.F.=79.39 PARCEL A-1 / AREA=44,900f S.F. S y \ 1\ ` i' \ /CHD / g _}11d -Ri / ,' ' / 'i/ / j - - - �O� p05�0 'Ik•� =1.0f AC.MON No Vff 17 / oR s LOT 7 / (� .,�J? �\ -- '3' •PLEASANT VIEW 00 Foos' ,� #�? ' ; , ' ♦ / �� N/F JACQUELINE KING �� - - - \ ♦ ' ' / V 11)r y� SNET #2337 2 ' 3 X LOT 8 71. 1 130't LOT FRONTAGE / X69,27 P � , ,1� .�/� / unuTY EASDAENT IN PLEASANT VIEW / BE SET c� �c oti' \. FAVOR OF LOT �1. \`J�,, e♦ l� JC69, - -5 5o7.9f sq. n. N /F �`\ W \ / 1 SHALLOW \ 1S0.00\` (/j SNET -DRAINAGE \` �� LUCY M. \\ o/� ` �' / I„ EXIST. O � \ MAILBOX #5 SwAL� - � (39.40' EASEMENT) CH ARPEN TI ER `� ^ \ �Q� #NET 501 LOT 9 \ \ IRON PIN TO BE SET LIMIT OF \ \ 6 9\ MWATER ETER e° SE BLO 1QFF PLEASANT VIEW IP \ \ • EXISTING IRON PIN �\ / / �80 UPLAND REVIEW �p \ N/F ` \ N/F p o MONUMENT BE SET AREA a \ \ STEPHEN G. &\\ \ / JOSEPH P. BC / ■ EXISTING MONUMENT l' EXISTING UTILITY POLE \ X71,24 \ / e PROPOSED UTiLITYPOLE LOT #1/\\v�� ROSEANN G. WILCOX LOT 10 \\ / DOLORES 0. LEWIS unFAV, TRAVEL AND GAS EASEMENT Q MINIMUM IN FAVOR OF PARCEL A-1 - R - ROOF LEADER g�J `7 PAVED APRO / 2,745.3t sq. fL / IP - PARCEL A PLEASANT VIEW AC SNET #2335 330 EXISTING CONTOUR i L i� -�- PROPOSED CONTOUR AREA=225,466f S.F. / O \ ��\ N/F �o EXIST. X6L95 EXISTING SPOT GRADE =5.17t AC. / 1 \ JAMES N. IP �' N EX. SIGN 4� HALPRIN IP OWNER f APPLICANT SDP +-® PROPOSED SPOT GRADE ���• N/F ` � O � #373�\\ LOT 11 -w- WATER LATERAL s` RSK KELLCO, INC. ��� q \ PLEASANT VIEW RSK - KELLCO INC. Ex. C-CB � SURFACE DRAINAGE FLOW DIRECTION �\�C)0 \ \ � ` -� / /� Ir \ \ \ � \\ � T.F. =80.43 REGULATED AREA ,_ �.._ N/F 1744 ELLINGTON ROAD / • • • INLAND WETLANDS /�,�" \ ROCCO E. MANTANO SOUTH WINDSOR, CT. 06074 b �MAILBOX '0 644-8761 n ^ PROPOSED TREE LINE nyyYm EXISTING TREE LINE Z-<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 r■ 860.291.8755 PROPERTY SURVEY RESURVEY PREPARED FOR: SHEET Z tl ll LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN r INFORMATION. ALL EXISTING UTILITIES SHOULD THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. GRAPHIC G SCAB 80 , ■ BUT PLAN RSK-K.�'LLCO, INC �'' BE FIELD VERIFIED PRIOR TO CONSTRUCTION. AND CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD pesign �OBY A LICENSED LAND SURVEYOR PRIOR TO TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. of@SSI011als incCONSTRUCTION. 2 10-02-02 ADD PZC APPROVAL KMI � � / � u ®�� " " " `�� ����� W FEET � DESIGN: RA ORA WN.• RA CHECKED: RPM GB 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 4-30-02 per town engineer's comments RA 12882 1 inch = 40 ft. j 6 Civil Engineers •Planners •Surveyors • Cl;S ✓os, No.: 1520 DATE 1-8-02 IMPRESSION SEAL AND ORIGINAL SIGNATURE RICHARD P. MARTEL LIC. No. 1 65 south satellite road • south windsor • connecticut 06074 DRAWING NO.: 15208ASE LA YOUT-SITE Sttlty South vnT 1.naSor Connecticut OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY LEGEND 0 IRON PIN TO BE SET 0 EXISTING IRON PIN ❑ MONUMENT TO BE SET ■ EXISTING MONUMENT `L EXISTING UTILITY POLE PROPOSED UTILITY POLE EXISTING TREE LINE rvww�n PROPOSED TREE LINE REGULATED AREA ♦ ♦ ♦ INLAND WETLANDS NOTES: 1. HIGH WATER LINE AS DEPICTED ON MAP REFERENCE #2 AND IS AN APPROXIMATION. 2. PROPERTY IS IN A-20 ZONE. 3. PROPERTY LINE PER DEED CALL. 4. TAX LINE AS DEPICTED ON TOWN OF SOUTH WINDSOR ASSESSOR'S MAP #34 FOR PARCEL #52. 5. THE "CLOSING LINE" DEPICTED HEREON IS TO GIVE MATHEMATICAL CLOSURE TO AFFECTED BOUNDARY AND IS NOT TO BE CONSTRUED AS A PROPERTY/BOUNDARY LINE. 6. 58 ORDWAY DRIVE WAS PREVOIUSLY KNOWN AS 57 ORDWAY DRAIVE. MAP REFERENCES: 1. MAP OF PLEASANT VIEW PROPERTY OF JAMES MILKIE ELLINGTON ROAD, SOUTH WINDSOR, CONN. SCALE 1" = 40' DATE: MARCH 10, 1962 HAYDEN L. GRISWOLD, C.E. 2. PLATT II PLEASANT VALLEY HOMES, PLEASANT VALLEY ROAD SOUTH WINDSOR, CONN. SCALE 1 "=60', JAN 1957 REV TO 5/21 /58 BY PRIMUS & WELTI. 3. PROPERTY SURVEYED FOR ROBERT W. SKINNER NO. 850 ELLINGTON ROAD, SOUTH WINDSOR CONN. SCALE 1"=40' MARCH 1981 BY PETERSON & HOFFMAN. 4. MORTGAGE PLOT PLAN PROPERTY OF THOMAS J. & BARBARA H VILLANO 914 ELLINGTON RD. SOUTH WINDSOR SCALE 1"=50' SEPT. 19, 1973 BY JOHN H. KEITHLINE. 5. BURNHAM ACRES PROPERTY OF WELLMAN R. BURNHAM & DAVID M. BURNHAM, PLEASANT VALLEY ROAD SOUTH WINDSOR, CONN. SCALE 1"=50 FEET DATE: JULY 1946 BY PETERSON & HOFFMAN. 6. MAP OF WOODSIDE — PLEASANT VALLEY ROAD — SOUTH WINDSOR, CONN. PROPERTY OF JAMES MILKIE SCALE 1" = 40' SEPTEMBER 8, 1962 BY HAYDEN L. GRISWOLD. 7. CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP TOWN OF SOUTH WINDSOR EAST HARTFORD — WAPPING ROAD FROM THE EAST HARTFORD TOWN LINE NORTHEASTERLY ABOUT 11,200 FEET ROUT NO 313 NUMBER 351 SCALE 1"=40' OCT. 31, 1931 SHEET 4 OF 4. 8. CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP TOWN OF SOUTH WINDSOR EAST HARTFORD WAPPING ROAD FROM A POINT ABOUT 1070 FT. SOUTHERLY FROM THE PODUNK RIVER NORTHERLY & EASTERLY ABOUT 6300 FEET — ROUTE NO 515 SCALE 1"=40' NOV. 30, 1936 NUMBER 132-04 SHEET NO. 1 OF 3. X \� I I e ANDRE CHARBONNEAU \ ,\ LI 8( WF#2 .o o k WI #� 100 YEAR FLOOD PLAIN Zf E.LEVATION 45.0) WF#10 WF#104^ , WF#1-01 / WF#114 \ \ 7 �■ �'" L I IVI I I y r 80 UPLAND REVIEW AREA o 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 LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE n INFORMATION. ALL EXISTING UTILITIES SHOULD STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS m BE FIELD VERIFIED PRIOR TO CONSTRUCTION. SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. BY A LICENSED LAND SURVEYOR PRIOR TO 2 10-02-02 ADD PZC APPROVAL LETTER KMI CONSTRUCTION. 1 4-30-02 per town engineer's comments RA THIS PLAN IS INVALID UNLESS IT BEARS THE 12882 2 IMPRESSION SEAL AND ORIGINAL SIGNATURE RICHARD P. MARTEL L12 OF THE PROFESSIONAL ENGINEER/SURVYOR. NO. DATE DESCRIPTION BY3. PARCEL A AREA=225,466f S.F. =5.17t AC. N /F < KELLCO, IN( GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. j PARCEL A AREA= 546, 324± S.F. -12.54± AC. N/E nnor-n-r %A/ F\UDGF\ I VV. \ SKINNER \ � LOT 7 `PLEASANT VIEW N /F JACQUELINE KING 1 J `-- 130'f LOT FRONTAGE UTILITY EASEMENT IN FAVOR OF LOT #1. 507.9E sq. ft. (39.40' EASEMENT) v'rXz\\ \PROVIDEILITY, TRAVEL AND GAS EASEMENTMINIMUM 20' FAVOR OF PARCEL A-1PAVED APRON/745.3E sq. ft. \ i e �\ #373"e� ----_� OWNER/APPLICANT ` RSK - KELLCO, INC. 1 1744 ELLINGTON ROAD �OUTH WINDSOR, CT. 06074 644--8761 860.291.8755 esign rofessionals, inc. • Civil Engineers • Planners • Surveyors • CIS 165 :south satellite road • south windsor • connecticut 06074 PROPERTY SURVEY RESURVEY PREPARED FOR: SHEET PLOT PLAN RSK-KELLCO, INC. 4 DESIGN: RA DRAWN.• RA CHECKED: RPM/GB 57 ORDWAY DRRVE 6 DRAWING ✓OB NO.: 1520 DATE.• 1-8-02 NO.: 1520BASE South Windsor ConnecticutJ ' TEST PIT 1 CONSTRUCTION NOTES: C�,����\\,��\ 0-9" TOPSOIL 1. HOUSE SEWER TO BE 4" I.D. EXTRA HEAVY CAST IRON HUBLESS PIPE '' .'� ' MANHOLE EXTENDED TO GRADE �i��i�i W -20" BROWN MEDIUM SANDY LOAM ASTM A-888, OR APPROVED EQUAL AS SPECIFIED IN TABLE 2 OF THE ''�y!�y, (REQUIRED IF FILL OVER TANK EXCEED20"-72" LIGHT BROWN COARSE SANDY LOAM ;L1 CONNECTICUT PUBLIC HEALTH CODE, LAID AT A MINIMUM SLOPE OF 1/4" PER LINEAR FOOT.MANHOLESDEPTH TO WATERNONE 1 7�DEPTH TO MOTTLING 66" e� r I r , , r ' ' x2. TOPSOIL TO BE STRIPPED OFF PRIOR TO FILLING. FILL MATERIAL, IF REQUIRED, TO BE PERVIOUS, GOOD QUALITY AND CLEAN DEPTH TO LEDGE NONEFINE SAND WITH LESS THAN 5% FINES, PLACED AND COMPACTED INLET -=IN 6" LIFTS to 90% DENSITY. FILL MATERIAL TO BE PLACED PRIOR TO TEST PIT 2�"� -�-- OUTLET (WITH FILTER) TRENCH EXCAVATION. NO TRAFFIC OTHER THAN TRACK DRIVEN EQUIPMENT I 0-14" TOPSOILIS TO CROSS, DUMP, UNLOAD OR OTHERWISE COMPACT THE FILL � - Z "14 -29 BROWN MEDIUM SANDY LOAMAREA AFTER TOPSOIL REMOVAL UNTIL 12" OF FILL. MATERIAL � TO BE DUMPED AT THE EDGE OF THE STRIPPED AREA AND F N OUTLET BAFFLE 29"-72" LIGHT BROWN COARSE SANDY LOAM� + \�fl/iIiII I/ PARCEL A SPREAD AND COMPACTED WITH TRACK DRIVEN VEHICLES. IL + I ' r r ' ' INLET BAFFLE oDEPTH TO WATER NONE ROOTS TO 22"3. SYSTEM AREA TO BE LOAMED, SEEDED, AND GRADED CONNECTION AT MID DEPTH DEPTH TO MOTTLING 66"\-�,��r-�/TO SHED SURFACE RUNOFF AWAY FROM SYSTEM. 0 :i I I "'•I� 1 I r ' IMI Y OF \� GAS DEFLECTOR DEPTH TO LEDGE NONE \ \ I I r' r r r / AREA = 5 4 6, 3 2 4 S. F 4. NO UNDERGROUND FUEL TANKS, BURY HOLES, OR OTHER / 1/3 REQUIRED TEST PIT 3 \ / \' \ r r I t r i ' ' �� 2 3 REQUIRED CAPACITY IN I I r 1 r � Q f I q FIRST COMPARTMENT CAPACITY IN SECOND ` / I I ' I 1 r I r r r r r r ' 8 O U P D R E VI =12. 5 4 A C SOURCES OF POLLUTION TO BE WITHIN 75' OF A WELL. COMPARTMENT 0-12" TOPSOIL i + ' / , �� \r r ' r r ' ' r 9� 12"-29" BROWN SANDY LOAM \ -� , + / ,I ' r I ' ' ' ' ' A E A/ - - - - 5. IT IS RECOMMENDED THAT THE HEALTH DEPARTMENT BE CONTACTED 29"-84" LIGHT BROWN COARSE SANDY LOAM / / BEFORE ANY SITEWORK IS PERFORMED. OR THE TOWN OF SOUTH WINDSOR SANITARIAN. DEPTH TO WATER NONE 6. SOIL TESTING DONE BY DESIGN PROFESSIONALS, INC. AND / � LENGTH NOT GREATER THAN 4 TIMES WIDTH OR DEPTH DEPTH TO MOTTLING 66" '• ��� / ' � l � � , , 1\� , , r ' �. r , / / / 7. AS REQUIRED BY THE HEALTH DEPARTMENT, THE DESIGN ENGINEER DEPTH TO LEDGE NONE SHALL SUPERVISE STAKING OF THE SEPTIC TO ASSURE CONFORMANCE TO THE PLAN AND ALL REQUIREMENTS OF THE PUBLIC HEALTH TWO COMPARTMENT SEPTIC TANK CODE OF THE STATE OF CONNECTICUT. N.T.S. 8. ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH THE STATE OF CONNECTICUT PUBLIC /�� \ Gv , + ' 1 + ' / / / , , \ �. /\� ' HEALTH CODE. rX N D R E / ` /, 1 \� r r r r r 1 ' , , , / , , , ' N I F / r I r I I � , , , , , , / � I v / 9. NO STORM WATER, GROUND WATER, COOLING WATER, OR MATERIALS CLASSIFIED AS HAZARDOUS ARE TO BE DISCHARGED TO -THE SEPTIC SYSTEM. C H A�B 0 N N E A 1'-3-' ,' .'�'� rr1+,,,' \ ROBERT W. 1 / / 10. IF SOIL CONDITIONS ARE ENCOUNTERED THAT ARE DIFFERENT THAN AS DEPICTED ON THIS 2 � ' ' PLAN, THE INSTALLER SHALL STOP WORK AND NOTIFY THE HEALTH DEPARTMENT AND THE DESIGN ENGINEER IMMEDIATELY. r , �� S K I N N E R t r 11. ALL DISTURBED AREAS ARE TO BE LOAMED AND SEEDED OR PROTECTED BY SILT FENCE AS SOON AS POSSIBLE. 12. ALL GRADING IN THE AREA OF THE PROPOSED SYSTEM SHALL BE DONE TO DIRECT SURFACE RUNOFF AWAY FROM THE SEPTIC SYSTEM. 13. TRUCKS SHALL NOT BE PERMITTED ON THE FILL AREA UNTIL AFTER THE FIRST 12" OF FILL HAVE BEEN PLACED AND COMPACTED. 14. ALL FILL MATERIAL SHALL BE PLACED AND COMPACTED TO 90% DENSITY PRIOR TO THE -05 \ \ _ C9 oO O 43�,//WF'// I � �------- - •,"• 100 YEAR FLOOD PLAIN / , � � ►��� R0' � j., , , ,',' � ' � � '/ '' ,'- -E4,EVATION 45.0 EXCAVATION FOR THE TRENCHES. ♦♦ �' ,' / ,' �' , / ,' ' ,' / / ,' , / \ , , 77 _ 15. ONCE THE TOPSOIL HAS BEEN REMOVED FROM THE AREA OF THE SYSTEM, THE CONTRACTOR 3 OUTLET BOX ♦♦♦ �� /�/ �' ,''/•_- , '' ' I�/ ,' �� /' / ,' ,� r ,' ///' �'\`/\ \ SHALL SCARIFY THE TOP 3 TO 4 INCHES OF THE ENTIRE AREA PRIOR TO PLACEMENT OF FILL. ♦ _..•-•"'�• /' �. �/' ill/�JJ ' '/ / ' ' ' ' ' / J SCARIFICATION SHALL ONLY TAKE PLACE WHEN THE SOIL IS DRY AND UNSATURATED. �'" ♦♦ ,' ' �' ,' ,' ,' i •' ,' / ,' ' '� ' ' / \ I P \ 16. THE BOTTOM OF THE TRENCHES SHALL BE ADJUSTED AS NEEDED TO MAINTAIN A MINIMUM ♦ , , �' ,' �� /// �' �' \ OF 18" TO MOTTLING, AND 48" TO LEDGEROCK. ALL ADJUSTMENTS MUST BE APPROVED BY �' ♦♦♦ / ' �, ' ,/�' �' `/' ,' ,' /�' /' ,' ,' / / / 73.5 PARCEL A-1 THE HEALTH DEPARTMENT AND THE DESIGN ENGINEER. / ♦ / 1 3 „ WALLS ♦ , , / 17. A BENCH MARK IS TO BE SET AT THE TIME OF THE HOUSE AND SEPTIC SYSTEM STAKE OUT. 4 \ ♦♦♦♦ / ,' _ '�i �'��li'!' / /' ,,' /' ,' / /' ,' ,,',,'/ /' 1 p 7 5 p �OS.F. 18. THE DRIVEWAY WITHIN THE ORDWAY DRIVE R.O.W. SHALL BE CONSTRUCTED IN ACCORDANCE WITH �� - ' �' / �' ,' �' /' / '' ,' ,' ,' / ' / AREA= 44, 00� THE TOWN OF SOUTH WINDSOR PUBLIC IMPROVEMENT SPECIFICATIONS. \ �♦ - ' �►' _ - r - - ' ' / ,' , ,' ' / ,' ' , / /' �O o NOTES: N \ / - O,' ; � , ._I` T l QpS •l 0 E. 1. HIGH WATER LINE AS DEPICTED ON MAP REFERENCE #2 AND IS AN APPROXIMATION. N \ \ /� , ' df , � - - _ , ,. , �\ P�O �� 0 �Nl 3. PROPERTY LINE PER 2. PROPERTY IS IN 2DEED NCALL. I T/ / / , i - - " - / , / l / 015 � 0 0 Q�P 4. TAX LINE AS DEPICTED ON TOWN OF SOUTH WINDSOR ASSESSOR'S MAP #34 FOR PARCEL #52. �IN _ / ��t�O ��:, _ _ - - - - - , - '/ ,' ,' ,� / / / �(� �• ��N O ZZ' / 15. 5. THE "CLOSING LINE" DEPICTED HEREON IS TO GIVE MATHEMATICAL CLOSURE TO AFFECTED BOUNDARY AND IS NOT TO BE WF '+ / _ _ - - - ' ' i t0• p0 CONSTRUED AS A PROPERTY/BOUNDARY LINE. ^ ^+� 1 O�/ / �'� '' ' ,' ,' " - `� i - ''� �' / / �\ �• �^ 6. 58 ORDWAY DRIVE WAS PREVIOUSLY KNOWN AS 57 ORDWAY DRIVE. ` / // /' \ ,' ' ' ' " _ / / ICJ MAP REFERENCES: - T- I / . ;'' '' /' ' ��' ''�� - - ' ' ' , ' '� / / / �2 �p \�/ X72,.35 1. MAP OF PLEASANT VIEW PROPERTY OF JAMES MILKIE ELLINGTON ROAD, SOUTH WINDSOR, CONN. SCALE 1" - 40' DATE: i�l / / /' �' �� ' ' _ - /' ' N LOT c.E. " ///,J /0 A91 V. 71.40 0S/ 7 MARCH 10, 1962 HAYDEN L. GRISWOLD, ` / / , 2. PLATT II PLEASANT VALLEY HOMES, PLEASANT VALLEY ROAD SOUTH WINDSOR, CONN. SCALE 1 =60 , JAN 1957 REV TO / ' , 9% IS \ - - ` , , ' ' ao 72.5 17 / / 5/21/58 BY PRIMUS & WELTI. DISTRIBUTION BOX / 1, ' / /, ' ' / . ' S'' ,' ,' / ,� �- �� 24 LF N CI k, 3. PROPERTY SURVEYED FOR ROBERT W. SKINNER NO. 850 ELLINGTON ROAD, SOUTH WINDSOR CONN. SCALE 1 "=40' MARCH , ' ' - ' ' / ' / ' ` \' / ' \! _ • o F - - h �;, PLEASANT VIE W 1981 BY PETERSON & HOFFMAN. NOT TO SCALE / /��� . ' , ' / '''') ' ' . / , '�Q� , ' , ' �� �' % 8�� LF P �F�, - - - - - - - - - - 2---- 72 �� 4. MORTGAGE PLOT PLAN PROPERTY OF THOMAS J. & BARBARA H VILLANO 914 ELLINGTON RD. SOUTH WINDSOR SCALE /�<1 , / \ J 4 PVC 1 "=50' SEPT. 19, 1973 BY JOHN H. KEITHLINE. / 5 'VIf 1 QS , ' ' ,/ , ' ' / / / S-4.1 % §PTIC AN K C � O / 5. BURNHAM ACRES PROPERTY OF WELLMAN R. BURNHAM & DAVID M. BURNHAM, PLEASANT VALLEY ROAD SOUTH WINDSOR, / ` ' ' / V 7O. 6 IN �L ��� / CONN. SCALE 1 "=50 FEET DATE: JULY 1946 BY PETERSON & HOFFMAN. /, INV 0 61 OUT rj Q <c/ 6. MAP OF WOODSIDE - PLEASANT VALLEY ROAD - SOUTH WINDSOR, CONN. PROPERTY OF JAMES MILKIE SCALE 1" = 40' ' ' i , ' _ _ - - ' ,cQ`' \r 4 Q / JACQUE LINE KING SEPTEMBER 8, 1962 BY HAYDEN L. GRISWOLD. ` - - - � � � P%�l� � - 7. CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP TOWN OF SOUTH WINDSOR EAST HARTFORD - WAPPING ARY O ROAD FROM THE EAST HARTFORD TOWN LINE NORTHEASTERLY ABOUT 11,200 FEET ROUT NO 313 NUMBER 351 SCALE 1 =40' OCT. 31, 1931 SHEET 4 OF 4. �'�c , , / , ' " ' ' D-BOX 8. CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP TOWN OF SOUTH WINDSOR EAST HARTFORD WAPPING 1' Min. - - - - ' ` - / , ' \ / gg,`' `- - .. INV 70.28 IN 7 63 ROAD FROM A POINT ABOUT 1070 FT. SOUTHERLY FROM THE PODUNK RIVER NORTHERLY & EASTERLY ABOUT 6300 FEET - / / / - - I - , , , / / . ' ' / _ ��`VE NV 70.11 / - 130'f LOT FRONTAGE ROUTE NO 515 SCALE 1 =40' NOV. 30, 1936 NUMBER 132-04 SHEET NO. 1 OF 3. 7, - / X69.27 / / PE->�g 893 �`'`��� I-e UTILITY EASEMENT IN BE SET �"",. �-'; ES� \ FAVOR OF LOT #1. , - / - \` -.`/�ib 507.9t sq. ft. SEPTIC SYSTEM DESIGN: �\ - - ,n% X69/78 - .,s��, �4 �%w \�'P / 1' Min. ` \ Filter Fabric , , �" SHALLOW �, ` 15p`�� - _ ��, `ti ��� s� / N0. BEDROOMS = 4 I � - NO. LARGE CAPACITY TUB JACUZZI = 0 �\ i SNET -- DRAINAGE (119. 100 - 200 GAL. = 0 > 00 GAL. = 0 / I \ '' ,� S0 SWALE- --�C69 \�\, 3 EgS�M� �, REQUIRED TANK CAPACITY = 1250 GAL. \� ,\ 1' Broken Stone / # ' - \ J �� EM7) �. (39.40' EASEMENT) PERC RATE = 1 - 5 MIN. / INCH .� �� Graveor l Screened / . ' / --- \ \ \���9 ` SNET REQUIRED LEACHING AREA = 660 S.F. \� \� \ ZL USE 30" GALLERIES WITH EFF. AREA = 7.4 SF/FT. '-I8' min. 6' MI ' ' '' / - ' P \ \ #5015 TOTAL TRENCH LENGTH REQUIRED = 89.1 ���YYY , , 01"\ \ \\ �(6C. PROVIDE 23 4' GALLERIES @ 92 L.F. 40' Min. ----7 GROUND WATER �3 SE TOTAL LEACHING AREA PROVIDED = 680 S.F. \ \ WATER 3, 5" DIA. KNOCKOUTS ® ® ® ® 0 cm 0 0 0 rM o 0 0EM 0 0 0 EMEMMMM 3' WALLS I 1'-9 1/2' ®® ® ® ® 30, ®®®®® ®®®®® ®®®®® ®I=®®® 4'-0' I 4'-66' END SECTION I I 3' WALLS I 1'-9 1/2' LEI ICI • � CI I�IJI�UCi I�i 11•i U U �� f�--- 4'-0'•-I I Imo- 4'-0'' i CENTER SECTION PRECAST CONCRETE LEACHING GALLERIES SPECIFICATIONS: Concrete Minimum Strength - 4,000 P.S.I. 0 28 Days Steel Reinforcement - ASTM A-615-75, Grade 60, 1" Min. Cover Design Loading - AASHO HS20-44 z x z it II II 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. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 9-5-02 BY A LICENSED LAND SURVEYOR PRIOR TO 2 5-10-02 CONSTRUCTION. 1 4-30-02 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE LEDGE LIMIT OF � \ � METER ��' � BLO FF INSTALL 92 LF TOTAL � 80' UPLAND R 30" x 4' WIDE GALLERIES TYPICAL 4'X4' LEACHING GALLEY AREA BOTTOM - 68.10 \� CONSTRUCTION � INV. - 70.11 N.T.S. r / LEGEND GROUND ELEV. - 71.61 MIN. / \'`I1,24 ® IRON PIN TO BE SET � � LOT #1 • EXISTING IRON PIN �� PROVIDE � UTILITY, TRAVEL AND GAS EASEMENT ' \\ MINIMUM 20 / / IN FAVOR OF PARCEL A-1 o MONUMENT TO BE SET \ PAVED APRON/ / 2,745.3f sq. ft. ■ EXISTING MONUMENT o� PARCEL A ( / `ob EXISTING UTILITY POLE o PROPOSED UTILITY POLE I - R - ROOF LEADER AREA=225,466± S.F. / \\ 5.17± AC. 330 EXISTING CONTOUR < -[ - PROPOSED CONTOUR \\� N F SIv�ry\ � X61.95 EXISTING SPOT GRADE \ / \ \ \ O 1 #373 � 7z.5 PROPOSED SPOT GRADE \� RSK KELLCO, I N C. / W WATER LATERAL / \ \ Q) SURFACE DRAINAGE FLOW DIRECTION e � REGULATED AREA �Gj / ��O �,.,.��,..r,,,•� \\ J INLAND WETLANDS PROPOSED TREE LINE - / �� � � O W N E R ZA P P L I CA / rmyY,n EXISTING TREE LINE RSK - KELLCO, INC. 1744 ELLINGTON ROAD SOUTH WINDSOR, CT. 06074 644-8761 REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 860.291.8755 RESURVEY PREPARED FOR: SHEET OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN �OP©C�G�aPC�[IC� PL��-1b THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. GRAPHIC SCALE sign n D D A D D A RSK KELLCO, INC. AND CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2. 20 0 10 20 40 REVISE HOUSE FOOTPRINT MHA rofesslonals inc revised septic design RA 5 TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. ( 1N FEET) , ` DESIGN: RA DRAWN RA CHECKED: RPM/GB 57 ORDWAY DRRVE per town engineer's comments RA 128$2 1 inch = 20 ft. m. Civil Engineers • Planners • Surveyors CIS ✓og No.: 1520 DA%E.• 1-8-02 6 DESCRIPTION BY RICHARD P. MARTEL LIC. No. 165 south satellite road • south windsor • connecticut 06074 DRAWING NO.: 1520BASE South Windsor Connecticut THRU STREET STONE TO BE PLACED ?IC MATERIAL EDGE OF PAVEMENT ANTI -TRACKING APRON not to scale EROSION CONTROL NOTES: 1. ALL EROSION CONTROL MEASURES WILL BE CONSTRUCTED IN ACCORDANCE WITH THE "GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL" BY THE CONNEC11CUT COUNCIL FOR SOIL AND WATER CONSERVATION. 2. HAYBALES AS SHOWN TO BE BUTTED TIGHTLY END TO END AND STAKED IN PLACE USING TWO 2" X 2" X 36" WOODEN STAKES PER BALE. 3. ALL EROSION CONTROL MEASURES ARE TO BE MAINTAINED OR REPLACED DURING CONSTRUCTION AS NEEDED. 4. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF ALL SEDIMENTATION AND EROSION CONTROL MEASURES DEPICTED ON THE 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. 5. ANTI -TRACKING APRON TO BE INSPECTED REGULARLY TO ENSURE PROPER OPERATION. STONE TO BE ADDED TO OR REPLACED AS REQUIRED, AND CONTRACTOR WILL BE RESPONSIBLE TO SWEEP EXISTING ROADS AS REQUIRED. 6. EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE INSTALLED PRIOR TO CONSTRUCTION, WHEREVER POSSIBLE. 7. AREAS TO BE LEFT BARE FOR MORE THAN 15 DAYS SHALL BE TREATED WITH AIR-DRIED WOOD CHIP MULCH OR SEEDED WITH PERENNIAL RYEGRASS UNTIL FINAL GRADING AND STABILIZATION IS TO TAKE PLACE. 8. ADDITIONAL EROSION CONTROL MEASURES SHALL BE INSTALLED DURING CONSTRUCTION IF DEEMED NECESSARY OR ORDERED BY THE PROJECT ENGINEER OR THE PROPER LOCAL TOWN AGENT. 9. HAYBALES TO BE PLACED SO THE STRING DOES NOT COME IN CONTACT WITH THE GROUND. 10. CONTRACTOR TO PERIODICALLY CLEAN CATCH BASIN SUMPS AS REQUIRED DURING CONSTRUCTION. ANGLE POSTS AN GLE +• SET POSTS AND EXCAVATE A 6%6' TRENCH 2. STAPLE THE SILT FENCING TO THE 5• O FOR STABILITY POST UPSLOPE FROM POSTS. SILT END OF THE POST AND SELF- FENCING CLEANING. ss• L 12" MIN. I- lll TI I I� I I I- I=I= T II 3. ATTACH FILTER FABRIC TO FILTER THE WOODEN POSTS AND EXTEND FABRIC---,, IT INTO THE TRENCH 4. BACKFILL THE TRENCH AND COMPACT THE EXCAVATED SOIL. CONSTRUCTION OF SYNTHETIC FILTER BARRIER LEGEND 0 IRON PIN TO BE SET EXISTING IRON PIN ❑ MONUMENT TO BE SET ■ EXISTING MONUMENT EXISTING UTILITY POLE PROPOSED UTILITY POLE _ =911-- = EXISTING CATCH BASIN AND PIPE PROPOSED CATCH BASIN AND PIPE PROPOSED STORM MANHOLE _ = EXISTING SANITARY MANHOLE AND PIPE - -SO- - PROPOSED SANITARY MANHOLE AND PIPE \XY0 PROPOSED WATER MAIN AND HYDRANT ® DUMPSTER PAD -R.L.- ROOF LEADER S - SANITARY LATERAL - W WATER LATERAL 330 EXISTING CONTOUR PROPOSED CONTOUR X61,95 EXISTING SPOT GRADE 4-[22.Kj PROPOSED SPOT GRADE SURFACE DRAINAGE FLOW DIRECTION REGULATED AREA A A A INLAND WETLANDS SILT FENCE ry_y� EXISTING TREE LINE r1r"1ry-f-t r PROPOSED TREE LINE NOTES: 1. HIGH WATER LINE AS DEPICTED ON MAP REFERENCE #2 AND IS AN APPROXIMATION. 2. PROPERTY IS IN A-20 ZONE. 3. PROPERTY LINE PER DEED CALL. 4. TAX LINE AS DEPICTED ON TOWN OF SOUTH WINDSOR ASSESSOR'S MAP #34 FOR PARCEL #52. 5. THE "CLOSING LINE" DEPICTED HEREON IS TO GIVE MATHEMATICAL CLOSURE TO AFFECTED BOUNDARY AND IS NOT TO BE CONSTRUED AS A PROPERTY/BOUNDARY LINE. 6. 58 ORDWAY DRIVE WAS PREVOIUSLY KNOWN AS 57 ORDWAY DRAIVE. MAP REFERENCES: 1. MAP OF PLEASANT VIEW PROPERTY OF JAMES MILKIE ELLINGTON ROAD, SOUTH WINDSOR, CONN. SCALE 1" = 40' DATE: MARCH 10, 1962 HAYDEN L. GRISWOLD, C.E. 2. PLATT II PLEASANT VALLEY HOMES, PLEASANT VALLEY ROAD SOUTH WINDSOR, CONN. SCALE 1"=60', JAN 1957 REV TO 5/21/58 BY PRIMUS & WELTI. 3. PROPERTY SURVEYED FOR ROBERT W. SKINNER NO. 850 ELLINGTON ROAD, SOUTH WINDSOR CONN. SCALE 1"=40' MARCH 1981 BY PETERSON & HOFFMAN. 4. MORTGAGE PLOT PLAN PROPERTY OF THOMAS J. & BARBARA H VILLANO 914 ELLINGTON RD. SOUTH WINDSOR SCALE 1 "=50' SEPT. 19, 1973 BY JOHN H. KEITHLINE. 5. BURNHAM ACRES PROPERTY OF WELLMAN R. BURNHAM & DAVID M. BURNHAM, PLEASANT VALLEY ROAD SOUTH WINDSOR, CONN. SCALE 1"=50 FEET DATE: JULY 1946 BY PETERSON & HOFFMAN. 6. MAP OF WOODSIDE - PLEASANT VALLEY ROAD - SOUTH WINDSOR, CONN. PROPERTY OF JAMES MILKIE SCALE 1" = 40' SEPTEMBER 8, 1962 BY HAYDEN L. GRISWOLD. 7. CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP TOWN OF SOUTH WINDSOR EAST HARTFORD - WAPPING ROAD FROM THE EAST HARTFORD TOWN LINE NORTHEASTERLY ABOUT 11,200 FEET ROUT NO 313 NUMBER 351 SCALE 1"=40' OCT. 31, 1931 SHEET 4 OF 4. 8. CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP TOWN OF SOUTH WINDSOR EAST HARTFORD WAPPING ROAD FROM A POINT ABOUT 1070 FT. SOUTHERLY FROM THE PODUNK RIVER NORTHERLY & EASTERLY ABOUT 6300 FEET - ROUTE NO 515 SCALE 1"=40' NOV. 30, 1936 NUMBER 132-04 SHEET NO. 1 OF 3. z c x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY Z II II LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE m INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 4-30-02 IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE REVISIONS per town engineer's comments DESCRIPTION •_ I I � I 1 I , I 1 , , , 1 + , I ;+ LI M I O rFF \' r I I+ r I r D I i�l+ill, l , 80 UP D REVI A EAR •\ �/ iC� �'_ ' I 11 ' '�l � / .\.' rl � ' .' ' � ' \ \ /' / // ANDRE CHA BON-NEAU 100 YEAR FLOOD PLAIN -ELEVATION 45.0 ' �VF / / / \ _ / 7.3.56• 4 W,F#104, ,-ice;' , -_____ _ ,,-// , / / .' �co• 74.D J / - �- / / ♦ I V. 71.40 24 LF Vr 10 , -- /11 TEMP ORAR Y TOPSOIL STOCKPILE 00 N/F ROBERT W. SKINNER i X7235 LOT 7 ni rnc�nniT �,',,' PLEASANT WF#1-/ 8 LF ----------- 1 4" PVC F0 2- - - - - X72,00 F,# - / �c� / S=4.1% SEPTIC TANK �y ty O / N /F / INV 70.86 IN INV 70.61 OUT Q ��v / 4Q JACQUELINE PRI� 4-9 D-BOX' INV 70.28 IN % / 63 / _ - ,` INV 70.11 130'f LOT FRONTAGE 'I, .. 69.3 �, UTILITY EASEMENT IN \ E SET �'`�• ' `,-.ESER 4116 FAVOR OF LOT #1. ZX69, 8 �= \ =:--`' = �� •^��' �,P 507.9f sq. ft. SH ALL �•.- 89.4•� / VV SNET - - DRAINAGE`` �� - ' - #5 0 S WALE --�C69 \ \ ,.7�,••- - _ \ 170 \ \ S N E T \ x- \ #5015 1 P CONSTRUCTION ENTRANCE PAD � » SE 6 N2 STONE ON FILTER FABRIC LIMIT OF 80' UPLAND REVIEW � AREA LOT #1 \ WATE �*,.% \ � � METE BLO FF INSTALL 92 LF TOTAL z � 30 x 4 WIDE GALLERIES BOTTOM - 68.10 INV. - 70.11 /-;-`,4 \ TOP - 70.61 / 1,24 GROUND ELEV. - 71.61 MIN. / PROVIDE UTILITY, TRAVEL AND GAS EASEMENT MINIMUM 20 / / IN FAVOR OF PARCEL A-1 PAVED APRON/ r/ 2,745.3t sq. ft. \ \ N/F RSK KELLCO, INC. / �------.-.---- 0 ER AP,LICANT / RS - KELLICO, INC./-, \ / 17,44 ELLINGTON ROAD SOUTH WINDSOR, CT. 06074 644-8761 z VIEW KING THIS PLAN IS FOR SEDIMENTATION AND GRAPHIC SCALE 20 0 10 20 40 EROSION CONTROL ONLY, AND IS NOT TO BE USED FOR UTILITIES CONSTRUCTION. nrFE20 RA 1 inch = 20 ft. BY 860.291.8755 Cpesign rofessionals, inc. 0 ■ Civil Engineers • Planners • Surveyors • CIS 165 :south satellite road • south Windsor • Connecticut 06074 Sediment & Erosion Pl�r� DESIGN: RA I DRAWN: RA I CHECKED.• ✓oa No.: 1520 1 DA 7E. 1-8-02 DRAWING NO.: 1520base RESURVEY PREPARED FOR: ,RSK-KELLCO, INC. 57 ORDWAY DRRVIE South winndsoir Connecticut SHEET 6 //