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HomeMy WebLinkAboutSite Plant LOT 8AHOLEDEPTH43 STRAW/HAY 70-90 lbs. FREE FROM WEEDS RANDCOARSEMATTEPRESOAK: 11:40 4/22/05. RESERVE AREA. 0 - TEST HOLES RECORDED ON 4/22/05 PERCOLATION RATE: 14.6 MIN/IN WOOD CHIPS 185-275.1bs, FREE OF COARSE MATTERBYUNCASHEALTHDISTRICTTIMEDEPTH3BEDROOMHOUSEAIRDRIED, TREAT WITH 12:11 32" 12lbs NITROGEN / TOEFFECTIVELEACHINGAREAREQUIlZEIa675SFTH , A TH B PLANTING SCHEDULE. 12:30 33 1/2" USE A 12" DEEP x 48" WIDE LEACHING TRENCHtl0-101, FILL0-25 FILL it1.00 35 1/2 EFFECTIVE LEACHING AREA OF GALLERY.— 3.O SF/LF SEEDING DATES: OIL2511-311''TOPSOIL 1011-1901.TOPS „ - _ .._ APRIL 1------- JUNE 151.11 361/4 LENGTH OF TRENCH REQ, - (675 SF)/(3.0 SF/LF) —.225. LF It - it - - -. _. 31.....50 BROWN SANDY LOAM 1911-3411BROWN SANDY LOAM AUGUST 1---- SEPTEMBER i5 11 GREY COMPACT TILL 34"-74" GREY COMPACT SANDY TILL PERC. RATE 14,6 MIN/IN SLOPE 2VF/36LF =.5.5% SEED MIXTURE: 50 78 DEPTH TO RESTRICTIVE LAYER = 25" 45%:.RED FESCUE 45% KENTUCKY BLUE GRASSNOWATERNOWATERH.F.-34 F,F-1.5 P.F.=1,5 010 % PERENNIAL RYE MOTTLING. 50 25„ MOTTLING. 25"'(25”) MLSS REQUIRED = 76.5 LF` . LEDGE 78 NO LEDGE INSTALL 3 ROWS OF 78LF OF TRENCH LEACHING AREA PROVIDED 702 SFN/F JOHN W.-_SCOVISH N/F KATHLEEN M. SCOVISH GLADYS T. SCOVISH _ VOL. 286 PG. 562 MAP 15 - LOT 12) (MAP 16 - LOT 8-1) .. THERE ARE NO KNOWN SEPTIC SYSTEMS , r 9 t o WITHIN THE PROPOSED WELL RADIUS t ( N 89°22'38" E 520.00 rnzN 276.00 SETPROPOSEDWELL0 . .MON MO f SET ,f v1llSET r , . ( "-` I! ` PERFORATED BUILDING SETBACK LINE (TYP.) \ cP 6.6 I + r ` i FOOTING DRAINS rp303so ++ i . ELEV.--96.5:1: LEVEL PROVIDE FOOTING ^h t y 1 DRAIN SUMP PUMP EX. fr j qy IML SETBACK/ so\, , r , a f ! ToIUNTG=DiotiR2 fWELL 127 50, 351` Sol POOL EXISTING TOPSOIL 67 CQ sTocxplLIMIT S FE 1 J TM 1• E x2 N _ ! INLAND WETLANDS (. C4 po SEE NO'it'08 .' N/ i' V L 7, % rTf3T v -- ROBERT A. LAKOWSKY & s© I GUEN L. LAKOWSKY TH1 , .. : • „ WLV / JOHN W. SCOVISH & I I APPROXIMATEMAP15LOT2STINGPARIVE - ) r• - rt KA-THLEEN M. SCOVISHDLINBWL"' VOL. 286 PG. 562EXISTINGSEPTIC \ r I _ --' 1 • .... SYSTEM ' WL#g (MAP 16 LOT 8-1) w f _ I / PRIMARY LOT 8A-1 P _ Cli L LEACHING AREA r, AREA- 60 000 S.F. 00 - / sMO o' SET 1 Cn \ \ / PER ( t!1 1, 3 $ ) AC 1 I 1 \ \ ® fto d WETLANDS °c AREA TO BE CONVEYED TO THE TOWN I AREA- 5 x;242 S.F. c. 1 •. " OF MONTVILLE FOR ROAD PURPOSES ;/ 1 1 FERC 2 A - 1 771 S,F.f ` \® # - (1.11 L,ACRES) \ , ARE ) 1 1 9? 'TH B PROVIDE SILTFENCE Y ~ SEE DETAIL25WIDERIGHTOFWA , / SEE NOTE 11 e PROPOSED U/G UTILITIES / PAVED DRIVEWAY 25.11 N 89°22'38" E 232,61 - APRON ! c' -p' -' RESERVE LEACHING AREA25' PROPOSED jplDj 10 x20 TEMPORARY \ E -, ,-_,.,;....5 1 R Ec. 4. \ 1.09 $4.--- --. SET ANTI TRACKING PAD., IPIN ,..--.-- 166.16 o SET --_'----- , \ wL#142" CRUSHED STONE 520.00 1 ` : - .. S 89°22'38" W '- 12 THICK (SEE_DETAIL) I IN I t e HELICO EEC, lET tD X+ `r —HEDGES \ , w BENCf39o8 1 N/F l TOP OF IRON PIPEs BARRY DOE ELEV.--98.55 EROSION & SEDIMENT CONTRO PLAN CERTIFIED BY THE MONTVILLE PLANNINGN/F I VOL. 293 PG. 286 ` AND ZONING COMMISSION. BEVERLEY SCOVISH " '16 -LOT 9I f IMAP15 -LOT 1) rA DATC APPROXIMATE 1 WELL LOCATICN APPROVED BY THE TOWN F MON ,`LLE PLG AND ZONING COMMISSION, DATE BATE OF COMPL ON OF AIL WOOFROAD8" HIGHER THAN GUTTER SIG NA DATE APPRO. D FAY TH U111PASHE TH DISTRICT. 1 SI ATURE DATE PLAN APPROVED BY THE INLAND TLANDS & WATERCOURSES COMMISSION,. OR R.O.W. LINE OF ROAD i,Lo+o6" HIGHER THAN PROJECT NO. Glrrrg C DATE DRAWN BY, LEGEND: P4 VARIES : Io, is PASSIVE SOLAR ENERGY TECHNIQUES AS PRESCRIBED BY LAW HAVE BEEN DATE: VOL. VOLUME \G o CONSIDERED. IN THE DEVEL, PMENT OF THIS PLAN. SAG CURVE IN DRIVE 1 PG, PAGE Q f OR o, . LINENOWORFORMERLY f f SHEET S.F. SQUARE FEET OFROAD DIVIDER DATE Il' IRON PIPE6"xIGHERTHAN ys, ?i . o FILTER iMONMONUMENT - FQ : FABRIC F GINEER DATE 4/22/05 PER IPIN IRON PIN ANGLE 100 UP SLOPE 9 k POST FOR STABILITY AND ,a ,t OO P DH DRILL HOLE ti, U VARIES Ion to,rr P ` FiGA 4/28/05 FRUoSELFCLEANINGr EEC. RECOVERED , ..::•:....:.: „ , . ' TO BE SET Fel CREST CURVE IN DRIVE ' ELIEF THIS MAP IS SUBSTANTIALLY CORRECTTBSTSRcoMpAcTED ,.,\',; T GE EXISTING CONTOUR A 90 8 NOTE: BACKFILL A IS NOT VALID WITHOUT A LIVE SIGNATURE ABOVE DETAILS SHALL BE USED 9 D 0 SURVEYOR HEREON. PROPOSED CONTOUR WxERE A STORM DRAINAGE l • SYSTEM IN THE ROAD EXIST E N 3 e° 30 I SCONSTRUCTIONENTRANCEx91,4 EXISTING SPOT GRAS SILT FENCE •.®..v .Elie NOT TO SCALE RESIDENTIAL DRIVEWAY DETAILS NOT TO SCALE " WLF INLAND WETLANDS FLAG NOIR SCALE RIC SCHAIViP L.S. #70019 DATE GRAPHII 5 OWNER/APPLICANT: ANN T. CHRISCOE & ANN MARIE GAGNIER 493 OLD COLCHESTER ROAD MONTVILLE, CT NOTES: 1. THIS SURVEY HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES SECTIONS 20-300b-1 THROUGH 2O -300b-20 AND THE "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED BYTHE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996. IT IS A PROPERTY SURVEY BASED ON A RESURVEY AND CONFORMS -TO HORIZONTAL. ACCURACY CLASS A-2. 2. FOR SUBJECT PROPERTY REFERENCE IS MADE TO THE TOWN OF MONTVILLE LAND RECORDS (LOT 8A) VOL, 292 - PG. 198 & (LOT 8A-1) VOL, 445 PG, 499. 3. TOTAL AREA OF PROPERTY - 113,013 S,F,1 (2.59 ACRES+). 4, THE PROPERTIES ARE SHOWN ON ASSESSORS .MAP 24 - LOTS 8A & 8A-1. 5. THE PROPERTY IS LOCATED IN ZONING DISTRICT - R-40. 6. TOPOGRAPHIC INFORMATION SHOWN COMPLIES WITH T-2 MAPPING STANDRDS. 7, 25` WIDE RIGHT OF WAY TO PASS &REPASS OVER LOT 8A IN FAVOR OF LOT 8A-1. 8. THE LIMITS OF THE INLAND WETLANDS SHOWN AS DELINEATED BY ROBERT C, RUSSO AND SHOWN ON REFERENCE MAP 43. 9. INLAND WETLANDS APPLICATION #205 IWC WAS APPROVED ON MARCH, 17, 2005, 10. EACH LOT IS TO HAVE THE ADDRESS NUMBER ON BOTH THE HOUSE AND TRIER RESPECTIVE MAILBOXES. 11. THE SIGHTLINE DISTANCES FOR THE PROPOSED DRIVEWAY: LOOKING NORTH - 500+ FEET LOOKING SOUTH - 400+/- FEET MAP REFERENCES: 1, ONE LOT SUBDIVISION FOR GLADYS SCOVITSH, 503 OLD COLCHESTER RD,, MONTVILLE, CT. SCALE: 1 "=80', DATE: 5/93, PREPARED BY A.R,M. ENGINEERING, 2. CONCEPTUAL PLAN MADE FOR ANN CHRISCOE SHOWING DIVISION OF PROPERTY, 493 OLD COLCHESTER. ROAD, OAKDALE, CT, SCALE: 1" =30', DATE: JUNE 15, 2004, PREPARED BY A-2 MAPS AND SURVEYS, 3. PROPERTY OF ANN MARIE GAGNIER - SEPTIC SYSTEM DESIGN, 489 OLD COLCHESTER ROAD, SCALE: 1"=20', DATE: 11/10/04, REIVSED TO 11/30/04, PREPARED BY CLA ENGINEERS, INC. IRccc I -j Q.C\ "CD r u3r, 1 b Q 3`50 11L .IT1 . ADVANCED SURVEYS, LLC. 24 St. Regis Avenue Norwich CI'. 06360 Phone & Fax (860) 359-1230 42033 TEST H®LE DATA. PERC TEST DATA SEPTIC SYSTEM DESIGN DATA LOT 8A-1 EROSION AND SEDIMENT CONTROL PLAN: TEST HOLES RECORDED ON 9/8/04 13Y UNCAS HEALTH DISTRICT LOT 8A-1 PRIMARY SYSTEM: SITE1. CLEARING, GRUBBING, AND GRADING OF THE PROPOSED S T TH #1 TH #3 PERC. TEST: PERC 1 PERCOLATION RATE. 15 MIN/IN TO BE LIMITED TO AREAS ADJACENT TO THE PROPOSED HOUSE SEPTIC SYSTEM ANDDRIVEWAY, 0-811 TOPSOIL r0-7 TOPSOIL ; RECORDED BY UNCAS HEALTH DISTRICT 3 BEDROOM HOUSE D SEEDED AND MULCHED. 2. DISTURBED AREAS TO BE LOAME , , 8'-22 BROWN SANDY LOAM r,_ 1, 7 32 BROWN SANDY LOAM 5" _ HOLE DEPTH 2.7 A REQUIRED. = 675 SFEFFECTIVELEACHINGARE3. ALL TOPSOIL To BE STOCKPILED ON SITE AND PROTECTED PRESOAK: 2:15 it , LEACHING GALLERYUSEA12DEEP4$ WIDE, WITH HAYBALES OR SILT FENCE. t_ " ACT SANDY TILL2266GREYMED, COMP 3211-681"GREY MED. COMPACT SANDY TILL x EFFECTIVE LEACHING AREA OF GALLERY= 5.9 SF/LF 4, ALL CUTANDFILL SLOPES ARE NOT TO EXCEED 3:1 SLOPES. S, PRIOR TO SITE DISTURBANCE, THE REPRESENTATIVE OF THEW V NO WATER NO WATER TIME DEPTH LENGTH.OF GALLERY REQ. _ (67S SFS/(5.9 SF/LF) — 114.4 LF TOWN OF MONTVILLE SHALL BE NOTIFIED WHEN SEDIMENT 04 MOTTLING: 22 , MOTTLING. 32 " 1:10 14 3/4 SLOPE = 1VF/42LF = 2.4% CONTROL MEASURES ARE IN PLACE SOTHAT THE INSPECTION 0 NO LEDGE NO LEDGE 1:20 16 1/2" DEPTH TO RESTRICTIVE LAYER 22 CAN OCCUR. 6. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE INSTALLATION TH # 1,40 18 1/2 H.F.=54 F.F=1.5 P.F.-1,S AND MAINTENANCE OF ALL REQUIRED SEDIMENT CONTROLTH #2 1:55 19 1/2" MLSS REQUIRED = 121.5 LF MEASURES THROUGHOUT CONSTRUCTION. 0-711. TOPSOIL 0-10" TOPSOIL 2.10 20 1/2 LINSTALL128LF12LEACHING GALLERY ACCOMPLISHED BY SPRAYING WITH7. DUST CONTROLWILLBE ACCOMP I 11- 11731 BROWN SANDY LOAM. 10 -29. BROWN SANDY LOAM LEACHING AREA PROVIDED =`755 SF WATER, AND IF NECESSARY THE APPLICATION OF CALCIUM CHLORIDE. 31 "-6i3t1 GREY MED. COMPACT SANDY TILL 29"-70" GREY MED. COMPACT SANDY TILL PERC. RATE = 15 MINAN ; TEMPORARY VEGETATIVE COVER: NO WATER NO WATERLOT 8A RESERVE SYSTEM: Mt7TTT.TNt;r 31" _ MOTTLING. 29, Duos mR T• uuur 7 . SAME AS PRIMARY SYSTEM MULCHES APPLICATION RATE NOTES nnn n r• t LOT 8AHOLEDEPTH43 STRAW/HAY 70-90 lbs. FREE FROM WEEDS RANDCOARSEMATTEPRESOAK: 11:40 4/22/05. RESERVE AREA. 0 - TEST HOLES RECORDED ON 4/22/05 PERCOLATION RATE: 14.6 MIN/IN WOOD CHIPS 185-275.1bs, FREE OF COARSE MATTERBYUNCASHEALTHDISTRICTTIMEDEPTH3BEDROOMHOUSEAIRDRIED, TREAT WITH 12:11 32" 12lbs NITROGEN / TOEFFECTIVELEACHINGAREAREQUIlZEIa675SFTH , A TH B PLANTING SCHEDULE. 12:30 33 1/2" USE A 12" DEEP x 48" WIDE LEACHING TRENCHtl0-101, FILL0-25 FILL it1.00 35 1/2 EFFECTIVE LEACHING AREA OF GALLERY.— 3.O SF/LF SEEDING DATES: OIL2511-311''TOPSOIL 1011-1901.TOPS „ - _ .._ APRIL 1------- JUNE 151.11 361/4 LENGTH OF TRENCH REQ, - (675 SF)/(3.0 SF/LF) —.225. LF It - it - - -. _. 31.....50 BROWN SANDY LOAM 1911-3411BROWN SANDY LOAM AUGUST 1---- SEPTEMBER i5 11 GREY COMPACT TILL 34"-74" GREY COMPACT SANDY TILL PERC. RATE 14,6 MIN/IN SLOPE 2VF/36LF =.5.5% SEED MIXTURE: 50 78 DEPTH TO RESTRICTIVE LAYER = 25" 45%:.RED FESCUE 45% KENTUCKY BLUE GRASSNOWATERNOWATERH.F.-34 F,F-1.5 P.F.=1,5 010 % PERENNIAL RYE MOTTLING. 50 25„ MOTTLING. 25"'(25”) MLSS REQUIRED = 76.5 LF` . LEDGE 78 NO LEDGE INSTALL 3 ROWS OF 78LF OF TRENCH LEACHING AREA PROVIDED 702 SFN/F JOHN W.-_SCOVISH N/F KATHLEEN M. SCOVISH GLADYS T. SCOVISH _ VOL. 286 PG. 562 MAP 15 - LOT 12) (MAP 16 - LOT 8-1) .. THERE ARE NO KNOWN SEPTIC SYSTEMS , r 9 t o WITHIN THE PROPOSED WELL RADIUS t ( N 89°22'38" E 520.00 rnzN 276.00 SETPROPOSEDWELL0 . .MON MO f SET ,f v1llSET r , . ( "-` I! ` PERFORATED BUILDING SETBACK LINE (TYP.) \ cP 6.6 I + r ` i FOOTING DRAINS rp303so ++ i . ELEV.--96.5:1: LEVEL PROVIDE FOOTING ^h t y 1 DRAIN SUMP PUMP EX. fr j qy IML SETBACK/ so\, , r , a f ! ToIUNTG=DiotiR2 fWELL 127 50, 351` Sol POOL EXISTING TOPSOIL 67 CQ sTocxplLIMIT S FE 1 J TM 1• E x2 N _ ! INLAND WETLANDS (. C4 po SEE NO'it'08 .' N/ i' V L 7, % rTf3T v -- ROBERT A. LAKOWSKY & s© I GUEN L. LAKOWSKY TH1 , .. : • „ WLV / JOHN W. SCOVISH & I I APPROXIMATEMAP15LOT2STINGPARIVE - ) r• - rt KA-THLEEN M. SCOVISHDLINBWL"' VOL. 286 PG. 562EXISTINGSEPTIC \ r I _ --' 1 • .... SYSTEM ' WL#g (MAP 16 LOT 8-1) w f _ I / PRIMARY LOT 8A-1 P _ Cli L LEACHING AREA r, AREA- 60 000 S.F. 00 - / sMO o' SET 1 Cn \ \ / PER ( t!1 1, 3 $ ) AC 1 I 1 \ \ ® fto d WETLANDS °c AREA TO BE CONVEYED TO THE TOWN I AREA- 5 x;242 S.F. c. 1 •. " OF MONTVILLE FOR ROAD PURPOSES ;/ 1 1 FERC 2 A - 1 771 S,F.f ` \® # - (1.11 L,ACRES) \ , ARE ) 1 1 9? 'TH B PROVIDE SILTFENCE Y ~ SEE DETAIL25WIDERIGHTOFWA , / SEE NOTE 11 e PROPOSED U/G UTILITIES / PAVED DRIVEWAY 25.11 N 89°22'38" E 232,61 - APRON ! c' -p' -' RESERVE LEACHING AREA25' PROPOSED jplDj 10 x20 TEMPORARY \ E -, ,-_,.,;....5 1 R Ec. 4. \ 1.09 $4.--- --. SET ANTI TRACKING PAD., IPIN ,..--.-- 166.16 o SET --_'----- , \ wL#142" CRUSHED STONE 520.00 1 ` : - .. S 89°22'38" W '- 12 THICK (SEE_DETAIL) I IN I t e HELICO EEC, lET tD X+ `r —HEDGES \ , w BENCf39o8 1 N/F l TOP OF IRON PIPEs BARRY DOE ELEV.--98.55 EROSION & SEDIMENT CONTRO PLAN CERTIFIED BY THE MONTVILLE PLANNINGN/F I VOL. 293 PG. 286 ` AND ZONING COMMISSION. BEVERLEY SCOVISH " '16 -LOT 9I f IMAP15 -LOT 1) rA DATC APPROXIMATE 1 WELL LOCATICN APPROVED BY THE TOWN F MON ,`LLE PLG AND ZONING COMMISSION, DATE BATE OF COMPL ON OF AIL WOOFROAD8" HIGHER THAN GUTTER SIG NA DATE APPRO. D FAY TH U111PASHE TH DISTRICT. 1 SI ATURE DATE PLAN APPROVED BY THE INLAND TLANDS & WATERCOURSES COMMISSION,. OR R.O.W. LINE OF ROAD i,Lo+o6" HIGHER THAN PROJECT NO. Glrrrg C DATE DRAWN BY, LEGEND: P4 VARIES : Io, is PASSIVE SOLAR ENERGY TECHNIQUES AS PRESCRIBED BY LAW HAVE BEEN DATE: VOL. VOLUME \G o CONSIDERED. IN THE DEVEL, PMENT OF THIS PLAN. SAG CURVE IN DRIVE 1 PG, PAGE Q f OR o, . LINENOWORFORMERLY f f SHEET S.F. SQUARE FEET OFROAD DIVIDER DATE Il' IRON PIPE6"xIGHERTHAN ys, ?i . o FILTER iMONMONUMENT - FQ : FABRIC F GINEER DATE 4/22/05 PER IPIN IRON PIN ANGLE 100 UP SLOPE 9 k POST FOR STABILITY AND ,a ,t OO P DH DRILL HOLE ti, U VARIES Ion to,rr P ` FiGA 4/28/05 FRUoSELFCLEANINGr EEC. RECOVERED , ..::•:....:.: „ , . ' TO BE SET Fel CREST CURVE IN DRIVE ' ELIEF THIS MAP IS SUBSTANTIALLY CORRECTTBSTSRcoMpAcTED ,.,\',; T GE EXISTING CONTOUR A 90 8 NOTE: BACKFILL A IS NOT VALID WITHOUT A LIVE SIGNATURE ABOVE DETAILS SHALL BE USED 9 D 0 SURVEYOR HEREON. PROPOSED CONTOUR WxERE A STORM DRAINAGE l • SYSTEM IN THE ROAD EXIST E N 3 e° 30 I SCONSTRUCTIONENTRANCEx91,4 EXISTING SPOT GRAS SILT FENCE •.®..v .Elie NOT TO SCALE RESIDENTIAL DRIVEWAY DETAILS NOT TO SCALE " WLF INLAND WETLANDS FLAG NOIR SCALE RIC SCHAIViP L.S. #70019 DATE GRAPHII 5 OWNER/APPLICANT: ANN T. CHRISCOE & ANN MARIE GAGNIER 493 OLD COLCHESTER ROAD MONTVILLE, CT NOTES: 1. THIS SURVEY HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES SECTIONS 20-300b-1 THROUGH 2O -300b-20 AND THE "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED BYTHE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996. IT IS A PROPERTY SURVEY BASED ON A RESURVEY AND CONFORMS -TO HORIZONTAL. ACCURACY CLASS A-2. 2. FOR SUBJECT PROPERTY REFERENCE IS MADE TO THE TOWN OF MONTVILLE LAND RECORDS (LOT 8A) VOL, 292 - PG. 198 & (LOT 8A-1) VOL, 445 PG, 499. 3. TOTAL AREA OF PROPERTY - 113,013 S,F,1 (2.59 ACRES+). 4, THE PROPERTIES ARE SHOWN ON ASSESSORS .MAP 24 - LOTS 8A & 8A-1. 5. THE PROPERTY IS LOCATED IN ZONING DISTRICT - R-40. 6. TOPOGRAPHIC INFORMATION SHOWN COMPLIES WITH T-2 MAPPING STANDRDS. 7, 25` WIDE RIGHT OF WAY TO PASS &REPASS OVER LOT 8A IN FAVOR OF LOT 8A-1. 8. THE LIMITS OF THE INLAND WETLANDS SHOWN AS DELINEATED BY ROBERT C, RUSSO AND SHOWN ON REFERENCE MAP 43. 9. INLAND WETLANDS APPLICATION #205 IWC WAS APPROVED ON MARCH, 17, 2005, 10. EACH LOT IS TO HAVE THE ADDRESS NUMBER ON BOTH THE HOUSE AND TRIER RESPECTIVE MAILBOXES. 11. THE SIGHTLINE DISTANCES FOR THE PROPOSED DRIVEWAY: LOOKING NORTH - 500+ FEET LOOKING SOUTH - 400+/- FEET MAP REFERENCES: 1, ONE LOT SUBDIVISION FOR GLADYS SCOVITSH, 503 OLD COLCHESTER RD,, MONTVILLE, CT. SCALE: 1 "=80', DATE: 5/93, PREPARED BY A.R,M. ENGINEERING, 2. CONCEPTUAL PLAN MADE FOR ANN CHRISCOE SHOWING DIVISION OF PROPERTY, 493 OLD COLCHESTER. ROAD, OAKDALE, CT, SCALE: 1" =30', DATE: JUNE 15, 2004, PREPARED BY A-2 MAPS AND SURVEYS, 3. PROPERTY OF ANN MARIE GAGNIER - SEPTIC SYSTEM DESIGN, 489 OLD COLCHESTER ROAD, SCALE: 1"=20', DATE: 11/10/04, REIVSED TO 11/30/04, PREPARED BY CLA ENGINEERS, INC. IRccc I -j Q.C\ "CD r u3r, 1 b Q 3`50 11L .IT1 . ADVANCED SURVEYS, LLC. 24 St. Regis Avenue Norwich CI'. 06360 Phone & Fax (860) 359-1230 42033