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Home My WebLink AboutPlan (Resub Phase II);MINTED BY COPY CATS 860-442-8424 TEMP008.TIF 6/22/2000 3:33:22 PM Z ... ..... ..... U) LOCATIONMAP 1000 bw 0 1000 2000 SCALE. 1"=1000' GRAPHIC SCALE IN FEET V( DUE TO DISTORTION DURING REPRODUCTION, THIS PRINT MAY N07 SCALE EXACTL",r. ALL DIMENSIONS SHOWN OVERRULE SCALING. IF THERE ARE AN"' DISCREPANCIES, CONTACT ENGINEER. . .. . ..........cvd v N/F -9'rLVIA NINAK,,, v- FHASE -1-11 L,OT 1-7' LOT 18 PHASE 11 21 LOT 20 LO 19 LO T 2 cl N01 L�)ALf —'-1 LOT .27 LOT 26 F 26 LOT 26 T 24 1 "PAN -am INLAND k4ETLM09 Tok*4Uhl PREPARED FCR.: 200 o 200 I GRAPHIC SCALE IN F (CHECK BEFORE L)SINIG) THI�, N11AP PRODUCED BY ORIGINAL INK DRAWING ON POLY F"..fA OR LINEN TCTAiL. 1 LCHNOLOGY, INC. 1 458 M;-'L!AMS STREET NEW LONDON, CT 06320 APPROVED BY THE CHAIRMAN OF THE MONTVILLE NATER POLLUTION CONTROL AUTHORITY ------- . . . . ....................---_._...__..,_,_......_._._._.M Chairman Date APPROVED BY THE PUBLIC 1e4ORK5 DIRECTOR Public Works Director=""'Date APPROVED BY THE HEALTH OFFICER on ........... .... Health Off icer Date APPROVED BY THE MAYOR r Date APPROVED BY THE ASSESSOR Date APPROVED BY THE MONTVILLE PLANNING 1411"I'D ZONING COMMISSION 1or. . .... Cha-'-irr-nan/Sec 'etory at r -AT E OF COMPLETIO OF ALL NORK o� Chairman/S re Lary [Date Energy Techriqpes as Vy law have been c i ire� in oelil-_i_Iolllprrent of this Plan zv)v /00 ubdivider/Enq' I I i neer Dle - SCHEDULE OF DRAWINGS C. 5 (SHEET it of 3) LL (SHEET 2 of 3) DP (SHEET 3 of 3) TITLE C ITLF COVER 5HEET LOT LAYOUT PLAN LOT DEVELOPMENT PLAN C) UJ M Ld I'D W U CD >4 C-1 lag Q In < < q0 in uj co LL (S) (J) IBM (Y < z > NAN LU UJ Aft Wl z CC) I11 C) 07�'T -,;Too ir'101 z 0 0 4 6 0 z z ED t --i V) 0- Ll- LL U bi F- UJ < J) U) X Dz W C a- ------ - LIU .DC 1999 TDTAL TECHNOLOGY INC, These drawings are the property of the Engineer and have been specifically prepared for the owner of this project, at this site, and are riot to be duplicated or tAsecl In part or whole for any other purpose, project, location or owner without the expressed written consent of the Engineer, OF THIS MAP IS COMPILED FROM OTHER MAPS DEED DIMENSIONS AND OTHER SOURCES OF INFORMATION, N(5+ TO BE CONSTRUED AS AN ACCURATE SURVEY AND SUBJECT TO FINAL CHANGES JOB NO, 98083 AS A MORE ACCURATE SURVEY MAY DISCLOSE. W C-1 In < < LL (S) (J) (Y < z > LU UJ Wl z CC) I11 z L'i > LU d C) U LL D� CC 0 - - < P (y OF THIS MAP IS COMPILED FROM OTHER MAPS DEED DIMENSIONS AND OTHER SOURCES OF INFORMATION, N(5+ TO BE CONSTRUED AS AN ACCURATE SURVEY AND SUBJECT TO FINAL CHANGES JOB NO, 98083 AS A MORE ACCURATE SURVEY MAY DISCLOSE. W C-1 In < < LL (S) (J) < LU UJ < > LU > > - - j 7 < K --T -J OF THIS MAP IS COMPILED FROM OTHER MAPS DEED DIMENSIONS AND OTHER SOURCES OF INFORMATION, N(5+ TO BE CONSTRUED AS AN ACCURATE SURVEY AND SUBJECT TO FINAL CHANGES JOB NO, 98083 AS A MORE ACCURATE SURVEY MAY DISCLOSE. - 6 6 1 IN 1 LI'LMP007JIF - 6/2"12000 3:33:22 PM L) b lf� t` I �, t'A i� u0 - li 6424 4 BEARINW15TANCE TABLE H Q, 1B dag Distance L1 z 2.52' L2 X 48.80' BEARINW15TANCE TABLE H Q, 1B dag Distance L1 565*23'05'H 2.52' L2 501*240'350N 48.80' L3 527403'530E 51.441 L4 i5361261180E 130.22' L5 jN7q*51'1q0H 156.43, DH DRILL HOLE EXIS I FX15"FING I p IRON PIPE MON MONIUMIEN-1 N/F NOW OR FORMERLY 5F SQUARE FEET "T Ir, P TYPICAL m NONUMEN'T* TO BF 5F."F 2-22A ASSESSORS- LOT NUMBER a) STREFT NUNBER CURVE DATA TABLE hLg,-- Deftoth Arg Langib QAr Long .-Chord-Imina C 1 47441450 60.00 50.00 46.67 534*01105% C2 47*44'481 60.00 —,47*44'45' 60.00 48.57 581*451530V4 E3 *0.00 50.00 48.57 N50*2ql1q"N 100 0 100 200 300 GRAPHIC SCALE JN FEET (CHECK 13EFORE USING,} FORS -7H N0=111111 1. THIS PROPERTY SURVEY WAS PREPARED IN ACCORDANCE WITH THE STANDARDS OF A CLASS A-2 PROPERTY SURVEY, BOUNDARY DE51GNATION CATEGORY- RESURVEY, AS DEFINED IN THE MINIMUM 5TANDARD5 OF ACCURACY FOR SURVEYS AND MAPS, EFFECTIVE JUNE 211 lqq(p. 2. REFERENCE 15 MADE TO PLANS TITLED: A. "LOCHDALE ESTATES PROPERTY OF BERNARD BARNETT 4 HAROLD D. BATT FOR PROPERTY LOCATED AT: FORSYTH ROAD AND JEFFERY MANOR DRIVE MONTVILLE/ CONNECTICUT JANUARY I9q2 JOB NO. 87 -4 -BO REVISED TO 7/q/92 BY TOTAL TECHNOLOGY INC. 5. "CLASS "ED" MAP SHOWING PROPERTY OF GEORGE MCCARTHY OLD COLCHESTER ROAD MONTVILLE, CT." DATE: MAR,15,1958 SCALE: 1'=100' BY KING AND MULLEN C. "OXOBOXO VIEW FINAL SUBDIVISION PLAN MADE FOR WALTER A. DZIENG IEL OLD COLCHESTER ROAD "ONTVILLE, CONN." SCALE 1`=40' CHANDLER, PALMER t KING NORWICH, CONN. MAY 10178 REVISED NOVEMBER 28, 197q D. "PLAN SHOWING PROPERTY OF BERNARD 13ARNETT 4 HAROLD D. BATT FORSYTH ROAD MONTVILLE, CONNECTICUT SCALE: 1'1=2001 OCTOBER 1976 DICESARE-BENTLEY-WELLING ENGR5., INC. GROTON- NORWICH, CONNECTICUT" SHEET 2 OF 8 E. `r-lAP OF PROPERTY PREPARED FOR NATHAN SHEPATIN, TRUSTEE (#q CENTER STREET, NEW HAVEN 10, CONN.) MONTVILLE, CONNECTICUT SCALE: I IN=200 FT DATE: JUNE 29, 1865 PROPOSED RESUBDIVISION OF "JEFFERY MANOR ESTATES" BY WILLIAM I. NALONEY "PLAN SHOWING A PORT ON OF PROPERTY FOR GEORGE 0. 4 MARION E. GADBOIS IN THE TOWNS OF SALEM 4 MONTVILLE SCALE 1'=200 FT NOV. 10163 BY CHANDLER t PALMER NORWICH, CONN." ''PLAN OF PROPERTY FOR HARR15ON C. NOYE5j JR. OLD COLCHESTER ROAD-MONTVILLE CONN. SCALE: 1"=160 FT. CHANDLER # PALMER, ENGRS, NORNICH, CONN. OCTOBER Iq57l "PLAN OF THE TOWN LINE BETWEEN MONTVILLE AND SALEM SCALE 50OFT.=1 INCH BY CHANDLER t PALMER MARCH lq2q" 5. ALL r-IONUf-lENTATION HAS BEEN DEPICTED. ftw� mft ROAD GMTO.WN 0 F MO N TVT LF ft -ft I VLF. - M__ _� OF .................... SAL.E.LV THIS MAP PRODUCED BY ORIGINAL iNK DRAWING ON POLY FILM OR LINEN TOTAL TECHNOLOGY, INC. 458 WILLIAMS STREET NEW LONDON, CT 06320 TO MY K_NOWLEDqE AND MLJEF, T11-115 MAP 15 5U05TANTIALLY CORRECT A5 NOTED HEREON. ,/ 15/99 13300 5UPIVEYOR DATE UCEN51t NO. V, kt�4? L) L�j 0 v L, -j CK now* W 0 Dz U CD ck-1 CD < C) U 6- LO LLALd > > -A 0z Lu T (Y 0 v cc) 1999 TDTAL TECHNOLOGY INC. These drawing_-, are the property of the Enginc-er and hove been specifically pr-epared for the owner of this project, at tt-,Is site, and are not to k)e duplicated or usipol in port or whole for any other purpose, project, location or owner without the expressed written consent of the Engineer, T (Y 0 C) z 0 Dz U 6- LO LLALd > > -A 0z Lu U_ U_ U LJ < IN LJW LU W U.1 U fn Q W M11411111111 mmum cc) 1999 TDTAL TECHNOLOGY INC. These drawing_-, are the property of the Enginc-er and hove been specifically pr-epared for the owner of this project, at tt-,Is site, and are not to k)e duplicated or usipol in port or whole for any other purpose, project, location or owner without the expressed written consent of the Engineer, JOB NO. q5053 T (Y 0 C) z 0 Dz U 6- LO LLALd > > -A Lu 0 JOB NO. q5053 ,'KiNILL) by Uji-'Y C;A]6 - 860-442-8424 - TEMP006.TIF - 6/22/2000 3:33:22 PM NOTE: 4"PVC SHALL BE CLA55 200 (DR14) BLUE BRUTE OR BETTER. A mimmum OF 10" OF COVER 15 REQUIRED OVER PIPES. PIPES SHALL BE BEDDED IN CLA55 11 BEDDING MATERIALS. TYPICAL NETLANDS GROSSING PROFILE <=� Fr_ -7 I ON "A - A'' 30 5F/LF D15TURBANCE X 741 -=2220 SF IN WETLANDS V E R'T: 1 21 16 5F/LF DISTURBANCE X 1001 =:I(POO 5F IN BUFFERS 4" THK PROCESS GRAVEL G" THK BANK RUN GRAVEL -rYPIrAl r-7P11/f=NAY DF7.411 DUE TO DISTORTION DURING REPRODUCTION, THIS PRINT MAY NOT SCALE EXACTLY. ALL DIMENSIONS SHOWN OVERRULE SCALING. IF THERE ARE ANY DISCREPANCIES, CONTACT ENGINEER. NSF SrLVI,A "JINAKOR DEEP TEST PIT RESULTS N 0 TEST PITS #73 t #74 WERE. DUG ON 10 —27-2>3 AND WITNESSED BY NENDY MIS OR CONNIE DINERMAN OF UNCAS HEALTH DISTRICT. TP# 73 01 oil - all DARK BROWN TOPSOIL 811 - 2411 RED BROWN SANDY LOAM WITH SOME GRAVEL 41 24" - 85 TAN MODERATELY COMPACT FINE SAND AND 50ME GRAVEL 11.1 MOTTLING AT 34", NO LEDGE, NO GROUNDWATER TP# 74 Q" - all DARK BROWN TOPSOIL 811 - 331" RED ORANGE BROWN SANDY LOAM WITH SOME GRAVEL 3311 - 5511 TAN MODERATELY COMPACT SAND WITH SOME GRAVEL IRON OXIDE STAINING AT 26", NO D1STI NCT MOTTLING, NO LEDGE, NO GROUNDWATER TEST PITS #I89 t #190 HERE DUG ON 1-15-81 AND NITNE5SED BY RAY ANDREN5 OR CONNIE DINERMAN OF UNCAS HEALTH DISTRICT. TP# 159 oil 101, TOPSOI L F"22B loll 301, LIGHT BROWN FINE SANDY LOAN 30" 87" GREY -BROWN FIRM MEDIUM -FINE SILTY SAND, TRACE OF GRAVEL T'P#186. ENGINEERED SEOTICREQUIRE NO LEDGE, GROUNDWATER AT 66", MOTTLING AT 2411 TP# 190 Oil 1211 TOPSOIL LOT 21 1211 3311 LIGHT BROWN FINE SANDY LOAN AND BOULDERS P22A 331, 701, GREY -BROWN MEDIUM --FINE SILTY SAND, BOULDERS, TRACE OF GRAVEL NO LEDGE, GROUNDWATER AT 55", MOTTLING AT 34" /SEDIMENT PER.COLATION TEST RESULTS FENCE P -23A PERCOLATION RATE AT 25" DEPTH - 10.0 NINUTESANCH PERCOLATION TEST PERFORMED 11-6-q1 LOT` 22 P -23E3 PERCOLATION RATE AT 2B" DEPTH - 10.0 MINUTESANCH PERCOLATION TEST PERFORMED 40 0 40 50 120 GRAPHIC SCALE IN FEET (CHECK BEFORE USING) THIS MAP PRODUCED BY 0 Rj'_"'J'AL INK DRAWING ON'i POLY FILM OR LINEN TOTAL TECHNOLOGY, INC. 458 WILLIAMS STREET NEW LONDON, CT 06320 12 LOT 25 LOT 2-41 GENERAL NOTE: AT THE TIME OF LOT DEVELOPMENT, THE APPLICANT FOR A ZONING PERN7 SHALL BE REQUIRED TO POST WITH THE TOWN OF MONTVILLE A $500.00 EROSION AND SEDIMENT CONTROL BOND FOR EACH LOT. NO CERTIFICATE OF USE AND COMPLIANCE V41L-L BE ISSUED UNLESS THE DRIVEWAY APRON HAS BEEN PAVED TO TOWN SPECIFICATIONS OR A $2,500.00 BOND HAS BEEN POSTED V41TH THE TOWN OF MONTVILLE, OF MONTVILLE OF SALE_�f THIS MAP 15 COMPILED FROM OT14ER MAPS DEED DIMENSIONc.. AND OTHER SOURCES OF INFORMATION, N(5+ TO BE CONSTRUE AS AN ACCURATE SURVEY AND SUBJECT TO FINAL CHANGES AS A MORE ACCURATE SURVEY MAY DISCLOSE. ,� CU %'0 CD C) CD cl, _J Z 003 10 as 2, 0 ma ju J;z ,J LEGEND N/F NOW OR FORMERLY TYP TYPICAL (0) PROPOSED WELL PROP PROPOSED BUILDING SETBACK LINE P PRIMARY LEACHING AREA R RESERVE LEACHING AREA TP TEST PIT LF LINEAR FEET DUE TO DISTORTION DURING REPRODUCTION, THIS PRINT MAY NOT SCALE EXACTLY. ALL DIMENSIONS SHOWN OVERRULE SCALING. IF THERE ARE ANY DISCREPANCIES, CONTACT ENGINEER. NSF SrLVI,A "JINAKOR DEEP TEST PIT RESULTS N 0 TEST PITS #73 t #74 WERE. DUG ON 10 —27-2>3 AND WITNESSED BY NENDY MIS OR CONNIE DINERMAN OF UNCAS HEALTH DISTRICT. TP# 73 01 oil - all DARK BROWN TOPSOIL 811 - 2411 RED BROWN SANDY LOAM WITH SOME GRAVEL 41 24" - 85 TAN MODERATELY COMPACT FINE SAND AND 50ME GRAVEL 11.1 MOTTLING AT 34", NO LEDGE, NO GROUNDWATER TP# 74 Q" - all DARK BROWN TOPSOIL 811 - 331" RED ORANGE BROWN SANDY LOAM WITH SOME GRAVEL 3311 - 5511 TAN MODERATELY COMPACT SAND WITH SOME GRAVEL IRON OXIDE STAINING AT 26", NO D1STI NCT MOTTLING, NO LEDGE, NO GROUNDWATER TEST PITS #I89 t #190 HERE DUG ON 1-15-81 AND NITNE5SED BY RAY ANDREN5 OR CONNIE DINERMAN OF UNCAS HEALTH DISTRICT. TP# 159 oil 101, TOPSOI L F"22B loll 301, LIGHT BROWN FINE SANDY LOAN 30" 87" GREY -BROWN FIRM MEDIUM -FINE SILTY SAND, TRACE OF GRAVEL T'P#186. ENGINEERED SEOTICREQUIRE NO LEDGE, GROUNDWATER AT 66", MOTTLING AT 2411 TP# 190 Oil 1211 TOPSOIL LOT 21 1211 3311 LIGHT BROWN FINE SANDY LOAN AND BOULDERS P22A 331, 701, GREY -BROWN MEDIUM --FINE SILTY SAND, BOULDERS, TRACE OF GRAVEL NO LEDGE, GROUNDWATER AT 55", MOTTLING AT 34" /SEDIMENT PER.COLATION TEST RESULTS FENCE P -23A PERCOLATION RATE AT 25" DEPTH - 10.0 NINUTESANCH PERCOLATION TEST PERFORMED 11-6-q1 LOT` 22 P -23E3 PERCOLATION RATE AT 2B" DEPTH - 10.0 MINUTESANCH PERCOLATION TEST PERFORMED 40 0 40 50 120 GRAPHIC SCALE IN FEET (CHECK BEFORE USING) THIS MAP PRODUCED BY 0 Rj'_"'J'AL INK DRAWING ON'i POLY FILM OR LINEN TOTAL TECHNOLOGY, INC. 458 WILLIAMS STREET NEW LONDON, CT 06320 12 LOT 25 LOT 2-41 GENERAL NOTE: AT THE TIME OF LOT DEVELOPMENT, THE APPLICANT FOR A ZONING PERN7 SHALL BE REQUIRED TO POST WITH THE TOWN OF MONTVILLE A $500.00 EROSION AND SEDIMENT CONTROL BOND FOR EACH LOT. NO CERTIFICATE OF USE AND COMPLIANCE V41L-L BE ISSUED UNLESS THE DRIVEWAY APRON HAS BEEN PAVED TO TOWN SPECIFICATIONS OR A $2,500.00 BOND HAS BEEN POSTED V41TH THE TOWN OF MONTVILLE, OF MONTVILLE OF SALE_�f THIS MAP 15 COMPILED FROM OT14ER MAPS DEED DIMENSIONc.. AND OTHER SOURCES OF INFORMATION, N(5+ TO BE CONSTRUE AS AN ACCURATE SURVEY AND SUBJECT TO FINAL CHANGES AS A MORE ACCURATE SURVEY MAY DISCLOSE. ,� CU %'0 CD C) CD cl, _J Z 003 10 as 2, 0 ma ju J;z ,J OC 1999 TOTAL TECHNOLOGY INC. These drawings are the property of the Engineer and have been specifically prepared for the owner of this project, at this site, and are not to be duptIcated or used In part or whole f or any other purpose, project, location or owner without the expressed written consent of the Engineer, :K CJ _J It < U C6 Wz W QL C� CL co ly W LU z z CLF_ U_ U_ U LLI < < m F w LLJ LU OL CL CLLIJ UJ OC 1999 TOTAL TECHNOLOGY INC. These drawings are the property of the Engineer and have been specifically prepared for the owner of this project, at this site, and are not to be duptIcated or used In part or whole f or any other purpose, project, location or owner without the expressed written consent of the Engineer, (J) LIA Ld W W - 0 OL < z (1) ��a K OL < [L < LU 6_ nw>ww Cz LU > Lw W —A > hA Cn C-) T -T OF 3 D JDB ND. :K CJ _J It ww Cz LU > Lw W —A > hA Cn C-) T -T OF 3 D JDB ND.