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HomeMy WebLinkAboutSite Plan 06172003GRAPHIC SCALE N/F MON NOTES: THE CONNECTICUT LIGHT &POWER COMPANY 1. THIS SURVEY AND MAP WERE PREPARED PURSUANT TO THE REGULATIONS OF LEGEND 100 o 50 100 200 400 DH SET 7/1/98 THROUGH 2O -300b-20 ANDSTATEAGENCIESSECTIONS20-300b 1 56" E /V CONNECTICUT ff 54 30 19-0,5 4.5THE "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT ASS 52'22'00" E ®, ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON EXISTING PROPOSED ( IN FEET ) 3.21 h 9• P CONFORMING TO HORIZONTAL 63.28 9„E 2 IPIN v 4,511. SEPTEMBER 26, 1996. IT IS A SUBDIVISION MA ®-e--® PROPERTY/STREET LINE 1 inch = 100 ft. 553.00 `O o o• N ACCURACY CLASS A-2. BOUNDARY DETERMINATION/OPINION ON PERIMETER PROPERTY - - - EASEMENT LINA N/F t ti1p C/ LINES IS BASED ON A DEPENDENT RESURVEY. PROPOSED LOT LINES CONSTITUTE AN - D STORM SEWER, CATCH BASIN DANIEL W. KOBYLUCK, SR. & DH ORIGINAL SURVEY. THIS SURVEY AND MAP ARE INTENDED TO DEPICT THE LOCATION S SANITARY SEWER MAUREEN A. KOBYLUCK 9 OF EXISTING PROPERTY LINES, PROPOSED LOT LINES, LINES OF OCCUPATION, UTILITY POLE/GUY X25 \ Co IP IPIN IRON PIPE/PIN.. C' o`Se 9 r OFEASEMENTSANDENCROACHMENTS. / 0 ®® £ • s s4 2. BOUNDARY DETERMINATION /OPINION IS BASED ON A RESURVEY OF PORTIONS O D.H. ®RILL HOLE 'ti c 5 6•`'` :£ OF THE FOLLOWING MAPS ENTITLED: o MON. ® CONCRETE MONUMENT ,o rFoRo N P11 SUBDIVISION MAP PINE RIDGE ESTATES SUBDIVISION OLD COLCHESTER X WIRE FENCE oR A. RECORD STONE WALL 'q O 00 £crR c 4/0/Y7. 9' ROAD MONTVILLE, CONNECTICUT", BY BENNETT & SMILAS ENGINEERING, INC., STREAM o • co DH SET 7/1/98 MON SHEET 1 OF 4 REVISED LAST 11/14/00. UARY 20 2000 f J 'I• O. SCALE. 1 -100, DATE. JAN 3. BEARING AND COORDINATES SHOWN HEREON ARE BASED UPON THE CONNECTICUT INLAND WETLANDS ff » INLAND WETLANDS BUFFER .2g'21 \ . '` N• COORDINATE SYSTM, NAD 83, HOLDING CGS MON. #4875 AND MAYNARD . 0 5 6ffffTREEWITHWIRE13 _91 4875 N723206.859 MAYNARD N729085.117 • , " D 42281.573 S 70 26 54 E ,,/ • . ,, E11 E1139334.313 BY RICHARD SNARSKI, 37.94' °pW4. INLAND WETLAND LIMITS SHOWN HEREON WERE DELINEATED SOIL SCIENTIST AND LOCATED IN THE FIELD BY BENNETT & SMILAS ENGINEERING, DH ® H ' o.S 70001'36" E ' oINC. IN APRIL, 1998. 60.82'./' 5. A PLOT PLAN SHOWING THE PROPOSED LOT IMPROVEMENTS AND LIMITS OF TREE N/F g ® w 9 CUTTING SHALL BE SUBMITTED TO THE TOWN OF MONTVILLE PRIOR TO ISSUANCE OF DANIEL W. KOBYLUCK, SR. & + S 60'37'33" E .- y.--®'' o O A BUILDING PERMIT. MAUREEN A. KOBYLUCK36.36 6. THE MONTVILLE ASSESSOR'S OFFICE ASSIGNED THIS PARCEL TO BE LOT 7, MAP 36 'p9» /' O DH SET 7/1/98 WITH A STREET ADDRESS OF 1167 OLD COLCHESTER ROAD. ` -----''' IPIN Ar, S 64'58'27" E S IP _ N D -a 179.46' 9. V_ r Nom• 0 EXISTING: , 1,"Y, r I Z 0 oo 6H g REMAINING LAND N/F ZONING DISTRICT R-120 ° MIN. LOT AREA 120,000 SQ. FT. D'AMATO INVESTMENTS, LLC MIN. LOT FRONTAGE 200 FT. N 19.56'33" E 00 rr AREA = 83.342 ACRES MIN. FRONT YARD 60 FT. 22.73 O ' ! MIN. SIDE YARD 25 FT. MIN. REAR YARD 60 FT.. OO O DATE OF COMPLETION OF ALL WORK - CHAIRMAN/SECRETARY DATE j PLANNING AND ZONING COMMISSION I PASSIVE SOLAR ENERGY TECHNIQUES AS PRE- SCRIBED BY LAW HAVE BEEN CONSIDERED IN DEVELOPMENT OF THIS PLAN. ENGINEER/SURVEYOR DATE I LIN ` O AL 50' WETLANDS REGULATED AREA (TYPICAL) o / DH SET 7/1/98 LUCY DEMELiS , v Al, / ROAD rF O,gkDA` f ROAD p0 o • yf o a o 0{ys J ROAD o 0 00 P Qp e PROJECT LOCATION t P 0 SCALE: 1" = 2000' AliLI dLdil Val P FP lt` FP 1 . O S 78.5x'39" w , 65.24' DH SET ir, All9 _ N 71"10 27 w IPIN 2 ,` 61.29 7/17 8 ' AL N 65'59'27" W DH d A1.. °------ N 65'59'27" W 01 a 21' o° r 65.81' Y 220'f - - - ---./ ' DH 228'± ` 0 H 20' SANITARY SEWER / S 43®1817" E 423.51= a ® / 0z8, , S 41 41 58 E 253 S 45 44 50 E 260.38 - " p,; 8$ 91 s EASEMENT . . o ._ e 44 s _ ® f200.00 223.51'/ /'- • - o g l DH r / 35' 13029 N/F N 63052'27" W . 2oo T J\ h2'1DH ALAN P. & N/F ®'A"t®-% N, I I I v7 49.29 N 6' .,7, 9 KATHLEEN K. P a 5ro2 N /F 3 -- ` I N /F LUCY DEMELIS .sr A 'o. DH GREGORY C. e SANTACROCE DAM ATO INVES NTS, L C LAND N F _\ w 15 314'± / CREATIVE CARE DAYCARE, LLC OIP0 , DH ' N/F DR®ZYNSKI 7OPEN PACE N/F N/F w ` SBO-08'4a"w 2 g'9g 0•9 I ROBERT FLORIO N 311'± D AMATO INVESTMENTS, LLC 0 INVESTM TS LLC 30.10 42 DH I IPIN I D AMAT 6 p6 N F W N 5' x.55, , I PETER VINE & , 62.09, IAL N/F CATHERINE VINE 541'44°18"w I o 0 , , DAVID E. NYACK & 150 • / .Ilc. 20 DRAINAGE 1 i_•' _ ®, _,; 51.73 48" OA - z- o.1a N/F PAMELA D. NYACK EASEMENT s 0 r NANCY L. HODGE , 5.0 I 0.14° fS 1.29 O I i I 20° I 241 f 1 'f 18'f DH 11.56 36 cn rn 1. E 229. 91 m e --. 20' DR AGE EASEM T S36 32 48 W r 142.24 f N 733981.17 15.05o - o 0 E 1154586.85 ,$ _ e o l AREA BETWEEN XISTING S EET"' f D ' LINE AND PROP SED STREET LINE I I S41'44'18"W' l 1 v! DH S41'4-4'1 8"W I O DH " 1 99 -_ ..___ -f •o O w TO BE CONVE D TO THE TOWN OF 50.01 j 51.73 5c L=26.31 MONTVILLE AREA - 0.3 es PROPOSED.STREET LINE 00' _ _ .. N 43'18'17" 444.52' TOTAL EXIS11N10• o L=1 30.0 L=271 .25' ' (• ) n' STREET L MON MON 204 / AREA BETWEEN EXISTING STREET LINE + 1 _ L 0.00 150.00 279.47 _ 11.56 _ _ _ _ _ 5 59 5 $ 3 AND PROPOSED STREET LINE TO BE r - _ 1 CONVEYED TO THE TOWN OF MONTVILLE IPIN' EXISTING STREET LINE _ 35 f 70' cn AREA - 0.2± acres - -- ._....'t OLD COLCHESTER ROAD _ 50' WETLANDS / I .o o -- O 40 0 I r A -- 15'54'29" 7(_=A - 02'15'18" REGULATED AREA N v.- " _ = PROPOSE STREET LINE •2 R - 635.00' R - 11465.00' o DH DHAA 2®,000 S,FT, f88.72' N -Q / 4J.'56 r .. oT 88.72 , PROPOSED STREET LINE T _ 225.65 DH EDGE OF PAVEMENT 755 ACRES I n 4 `J- L - 176.31 L = 451.25 o '--- EXISTING STREET LINE .8'1i° TI TLE: r DA TE I N 5 r oo ® ENGINEERING, lNl. TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS RECORD UBDIVISION JUNE 17, 2003 f " ! L = 17'0011 o'a o B NNl'i T T CSG- 5 LAS N 9 MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON R = 915.00' z' LAND VAMATO ILL scA E: ff -f na R = 1285.00' ' U ' _ r T = 3 1.44' T _136.77 --` - ® 4l FILLINGWORT 1ROAD, P. O. I r L = 301.48' , " L - 271.53 ,°°. , N/F1 - 100 N 42'18 O7 W 144• ,'® d , w/ / T ,/ THE EMBOSSED SEAL OF THE LAND V) D AMATO INVESTMENTS, LLC IGGANUM, CONNECT TL CUT `t 1 SURVEYOR MUST BE AFFIXED ® COLCHESTER dJ (/G. NO.: rzl01. _ =1,161.o HERE FOR THIS MAP TO BE VALID t `- --' ---• ' dow 000 88 345-4563 FAX (860) 4® MICHAEL J. BE R.L.S. X10831 MONTVILLE, CONNECTICUTa6• ; .-- 35 .- OLD COLCH ESTER ROA® _ CONSTRUCTION NARRATIVE GRAPHIC SCALE REMOVE TOPSOIL AND ORGANICS BEFORE PLACING FILTER. FABRIC I. GENERAL - ao o an ao so iso 1. THE PROPERTY OWNER IS PROPOSING TO SUBDIVIDE HIS PROPERTY INTO TWO LOTS. AND ANGULAR STONE 2. THE PROJECT WILL CONSISTS OF THE DEVELOPMENT OF LAND LOCATED ON THE NORTH SIDE OF OLD COLCHESTER ROAD. THE PARCEL CONTAINS 86.097 ACRES OF WHICH 22.566 ACRES ARE DESIGNATED AS INLAND WETLANDS. ( IN FEET) 3. THE PARCELS CONTAIN A VARIETY OF TERRAIN INCLUDING MEADOW, FOREST AND WETLANDS. 4. THE PARCEL GENERALLY SLOPES FROM SOUTH TO NORTH AND CONTAINS A LARGE 1 inch = 40 it. CO 25' AREA OF INLAND WETLANDS LOCATED IN THE CENTRAL PORTION. SEVERAL BANDS OF to GEND®INLAND WETLANDS ARE ASSOCIATED WITH INTERMITTENT STREAMS FLOWING ACROSS THEccPARCELFROMSOUTHTONORTH. LE 5. THE PROPOSED HOUSE ON LOT 1 SHALL BE SERVED BY PUBLIC SANITARY SEWER AND A WELL. 6 o v ®a 6. CONSTRUCTION IS EXPECTED TO COMMENCE IN THE SUMMER OF 2004. l p ®v© ®` 7. THE RESPONSIBLE CONTACT PERSON FOR THE INSTALLATION AND MAINTENANCE SOF THE Cj, EXISTING PROPOSED EROSION AND SEDIMENT CONTROL MEASURES DURING CONSTRUCTION IS JOHN D AMATO, c 1®860-535-0859. 'h'i ® PROPERTY + O /STREET LINE Q a apd p® ® ,, Ii. CONSTRUCTION SEQUENCE - SITE DEVELOPMENT. SANITARY SEWER, MANHOLE .. p'p®Q CONNDOT GRADATION No. 3 1. GENERAL INSTALLATION AND CONSTRUCTION PROCEDURES. A. THE CONSTRUCTION ENTRANCE 'SHALL CONSIST OF CONNDOT NO. 3 STONE PLACED J E1 D STORM SEWER, CATCH BASIN ON A GEOTEXTILE FABRIC. MONITOR THE CONSTRUCTION ENTRANCE CONTINUOUSLY X WIRE FENCEaQoQ ill pil a ® p AND PLACE ADDITIONAL STONE DRESSING AS NECESSARY. SEE DETAIL. 4" MIN.j o D. SEDIMENT BARRIERS SHALL BE INSTALLED AS SHOWN IN THE DETAIL. THE BARRIERS TREE LINE y v SHALL BE INSPECTED PERIODICALLY AND AFTER EVERY STORM. REPAIR OR REPLACE w ANY PORTION OF THE BARRIER WHICH IS NOT FUNCTIONING AS INTENDED. REMOVE STONE WALL FILTER FABRIC ANY ACCUMULATED SEDIMENT. MARSH IC. THE LIMITS OF CONSTRUCTION ARE DEPICTED ON THIS PLAN. THESE REPRESENT THE LIMITS OF CLEARING, GRADING AND EXCAVATING. ON-SITE BURIAL OF BRUSH, STUMPS 34 AND OTHER DEBRIS IS PROHIBITED. INLAND WETLANDS/FLAG NUMBER D. STRIPPED TOPSOIL SHALL BE STOCKPILED IN THE AREAS SHOWN. IMMEDIATELY PLACE WETLAND REGULATED AREASEDIMENTBARRIERSALONGTHEDOWNSLOPESIDEOFTHEPILES. IF THE PILES ARE CONSTRUCTION ENTRANCE NOT TO BE MOVED FOR AT LEAST THIRTY DAYS, THEN SEED WITH THE TEMPORARY SEED 290---- 90 CONTOUR ka MIXTURE, NOT TO SCALE SF SILT FENCE 2, FINAL CONSTRUCTION MEASURES. A. REMOVE AL SEDIMENT BARRIERS AFTER PERMANENT GROUND COVER HAS BEEN FM FORCE MAIN ESTABLISHED. FINE GRADE THE AREAS AND SEED AS NECESSARY. POST WELL ANGLE 10' UPSLOPE FILTER FABRIC FOR STABILITY AND PERMANENT SEEDING SCHEDULE - ri SSEED MIXTURE; NOTES: ELF CLEANING. COMPACTED CREEPING RED FESCUE 0.45 LBS PER 1,000 SQ FT 1. CONTOURS AND ELEVATIONS DEPICTED HEREON ARE BASED ON FLOW BACKFILL I REDTOP0.05 THE NAVD88 HOLDING CONNECTICUT GEODETIC SURVEY CONTROL 100' TALL FESCUE 0.45 MONUMENTS. TOTAL 0.95 LBS PER 1,000 SQ FT 2. INLAND WETLAND LIMITS SHOWN HEREON WERE DELINEATED BY RICHARD FERTILIZER: 1Q-10-'10 APPLY AT 7.5 LBS PER 1,000 SQ FT SNARSKI, SOIL SCIENTIST AND LOCATED IN THE FIELD BY' BENNEIT & 12" MIN. LIMESTONE: APPLY AT 150 LBS PER 1,000 SQ FT DEPTH SMILAS ENGINEERING, INC. IN APRIL, 1998. SEEDING DATES: APRIL 1 THROUGH JUNE 15 AUGUST 15 THROUGH OCTOBER 1 1. SET POSTS AND EXCAVATE 2. ATTACH FILTER FABRIC FENCING 3. BACKFILL THE TRENCH MULCHING: SPREAD HAY/STRAW OVER ALL AREAS AFTER SEEDING. USE 1 1/2 TO 2 BALES EROSION & SEDIMENTATION CONTROL CERTIFICA110N: A 6"X6" TRENCH. TO POST AND EXTEND IT TO THE AND COMPACT THE PER 1,000 SQ FT. TARGET FOR 100% COVERAGE. ANCHOR BY USING NETTING SET POST DOWNSLOPE. TRENCH BOTTOM. EXCAVATED SOIL. OR TRACKING AS NECESSARY. CERTIFIED BY THE MONTVILLE PLANNING AND ZONING COMMISSION. HYDROSEEDING WITH SEED, LIME, FERTILZER AND FIBER MULCH IS ACCEPTABLE. SEEDING RATES PLACEMENT CONSTRUCTION OF SYNTHETIC FILTER BARRIER SHALL BE INCREASED BY 10 PERCENT. NOT TO SCALE TEMPORARY MEASURES -- - - - - - - - CHAIRMAN SECRETARY DATE SEED MIXTURE: ANNUAL RYEGRASS 1.00 LBS PER 1,000 SQ FT MULCHING: SAME AS ABOVE ------------- ., SEED AND MULCH ALL EXPOSED AREAS THAT WILL NOT BE BROUGHT TO GRADE FOR A PERIOD IN EXCESS OF THIRTY DAYS. 21011 WHEN SEEDING DATES CANNOT BE MET, SPREAD MULCH AS DESCRIBED ABOVE. , r ' ' _ _ 0000 460YNONNI Nil N/FNONNI LUCY DEMELIS5150000 Lai 15LAJ 000, 51 epi t / / loop dLaim i 5 x 1 50......... <: 4i oi 0*0 C3NONNI W L9 oi Lill Wfix22:i::;i....:;i;i;:;W zi / / / C7rOz c.:: :-23-3 ,• 231:::::::::::: • : •.y 0Lai oi G / G :235- AREA - 120,000 SQ.FT._ - 8:- 245*:: t \ .•- -'1 %fes >- - - - t ::::::::::::::::: - 2.-755- ACRES g• , , , , , 5 0 REMAINING AND N F' •, q c or 22 D AMATO INVES ENTS, LLC, , 22 / SER EME _- --------------- - - / N/ ,- - l Z WOO Cr M, c /------------- - , X / / n\ \ \- - 47am 42 • i' / _ -/ 225 _-' __ - _-' ,-'/ • t ' ' Gommdoom 4,AM WOO, NONNI Ow t :24 23„ .- ----------------- 240S ------ 4------ EX. MHEX. MH EX. MH _- TF= 482.6± Y; ' TF=482.6± ' NV. TF=479.8± . 6± INV. IN=473.0± INV.=474.3± A ` NV. OUT= 472.5 INV. OU T=472.9± couc ID s TF=482.2± r - - - - - - I / ; , - ' ' - \ \ \ APPROXIMATE LOCATION OF INV. IN=471.3± S 1 INV. OUT=471.2± I i ' - ' ' \ EXISTING SAlyl'CARY SEWER /