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HomeMy WebLinkAbout04-53P_SURVEY SITE DEVELOPMENT PLAN OF CONTINUING CARE_MAIN STREETZONING TABLE: LVIV C. An A 'TU ZONING TABLE REQUIRED EXISTING PROPOSED MINIMUM LOT AREA 40 000 SF 570 305 S.F. N/A MINIMUM LOT WIDTH 150' 272.11' N/A MINIMUM LOT DEPTH 200' _ N/A MINIMUM FRONT YARD 50' 341.4' 260.0' MINIMUM SIDE YARD 20' 84.1' 41.6' MINIMUM REAR YARD 50' 679.3' 600.0' MAXIMUM BUILDING HT STORIES 2 1 2 1 1 MAXIMUM BUILDING COVERAGE 10% 1 6.5% 8.1% tr i I SNET , r cv �� ry 0 o; 40 SNET 11554 i CHD lr 1I5an. MH 1 it 1 �•s t`T I_Ex _sib 1 CO N ' SNET 0 +r ,1 � w� N EXISTING IMPERVIOUS AREA = 73,274f S.F. 12.8f% PROPOSED IMPERVIOUS AREA = 85,240t S.F. 14.9f% � N/F LIS�i A. ii00D & SUZ.INhr4 L. DIClCCO CGS MON #6308 I i NAD83 1 Al 864, 028,121 ` ' � � ,. V E 1, 036,263. 186 SEE D WG. NO. 2 ' 1�v --' �� Lawn Area Exy' CB 1I — w SNET t, O 1' r yd 4095 ( Q, SNET #1552 r G�/ �Ci _t�� 1�•, 1 �f r / r J �Q PROPERTY CORNER N 863, 956. J95 T Z E 1, 036, 284. 232 r CERTIFICATION AND NOTES: EL&P PROPOSED BITUMINOUS DRIVEWAY la. This survey and map has been prepared in accordance with SECTIONS 20-300b-1 thru 20-300b-20 Or 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. b. This is a PROPERTY SURVEY based upon a DEPENDENT RESURVEY conforming to HORIZONTAL ACCURACY CLASS A-2 and is intended to be used for showing the property at #1060 Main Street in SOUTH WINDSOR, CONNECTICUT. Elevations shown hereon conform to TOPOGRAPHIC ACCURACY CLASS T-2 2. THE TOTAL AREA OF THE SUBJECT PROPERTY 570,305f S.F. OR 13.09t ACRES. 3. THE SUBJECT SITE (WITH BUILDING THEREON) IS LOCATED WITHIN AN A-40 (RESIDENCE) ZONE. SETBACKS ARE GENERALLY FRONT YARD 50', SIDE YARD 20' AND REAR YARD 50'. 4. THE CURRENT REQUIREMENT FOR LOT COVERAGE FOR ALL STRUCTURES IS NOT MORE THAN 10% OF THE LOT AREA. 5. UNDERGROUND ENCROACHMENTS, IF ANY EXIST, WERE NOT DETERMINED AS PART OF THIS SURVEY. 6. THE ERROR OF CLOSURE FOR THE SUBJECT SURVEY EXCEEDED 1 IN 20,000. 7. THE HIGHWAY LINES ALONG MAIN STREET ARE BASED UPON MAP REF. NO 6 HEREON. 8. THE NORTH ARROW, BEARINGS AND COORDINATES SHOWN HEREON ARE BASED UPON THE CONNECTICUT COORDINATE SYSTEM NAD83 AND THE FOLLOWING MONUMENTS USED: 1. CGS MON # 6308 N 864,028.121 E 1,036,263.186 AND CGS MON # 1269 N 864,562.387 E 1,036,338.570 I rT 9/16/04 PER TOWN COMMENTSJT EotIl'. DATE DE�,RIPTION BY SEF 2 1 2004 SOUTH'NINDSOR PLANNING DEPT, EXISTING PARKING HANDICAPPED = 5 REGULAR = 57 TOTAL = 62 PROPOSED PARKING PARKING REQUIREMENTS: 1 SPACE/3 BEDS 120 BEDS/3=40 SP. 1 SPACE/2 EMPL'S 68 EMPL. PER SHIFT/2=34 SP. TOTAL SPACES REQUI0ED=74 SP. HANDICAPPED = 5 REGULAR = 69 TOTAL = 74 THIS AREA CONVEYED TO JAMES MILKIE ET. AL. PER VOL. 113 PG. 651 APR. 22, 1966. THIS AREA NOT INCLUDED FROM JAMES MILKIE ET. AL. TO LINDA FOLEY PER VOL. 440 PG. 112 `\R FROM FOLEY TO CONTINUING CARE OF SOUTH WINDSOR, INC. VOL. 1046 PG. 290. Ex. Fence AranFT'&/r`�__ ♦ ♦\ Ex. Compactor Pa� PROPOSED CONCRETE DUMPSTER PAD --- PROPOSED 6' STOCKADE FENCE AIF affffT S. MOW FLOOD ZONE DATA Conk-Gover''�- ,l LEGENDVN EXISTING PROPOSED ------- PROPERTY/STREET LINE - - BUILDING SETBACK LINE O-- s - SANITARY SEWER, MANHOLE 0--- D - STORM SEWER, CATCH BASIN w - WATER LINE N WATER VALVE HYDRANT >_� UTILITY POLE/GUY -� SIGN O IP/I.PIN • IRON PIPE/PIN O MON. ►11 CONCRETE MONUMENT COPYRIGHT© 2004 BY O'BRIEN ASSOCIATES, INC. ALL RGH I S RESER VCD. 1 HIS DGCUivIEiv I OR AIV Y PART THEREOF MAY NOT BE REPRODUCED OR UTILIZED IN ANY FORM WITHOUT WRITTEN PERMISSION OF O'BRIEN ASSOCIATES, INC. o - WOOD FENCE TREE WITH WIRE � ♦ TREE LINE � CONTOUR � 290>:1 29oX1 SPOT ELEVATION � 'CO _SF- SILT FENCE V. CNi SITE LIGHT � ti 10 10 PARKING SPACES Z� Al ♦ r6 6 °S 86608 � o X. Fence Conc. Cover \ Ex. Fence \ o Approx. Lawn /Tree Line _ \ NO TE.• EXISTING PLANTINGS 8c LANDSCAPING IMPROVEMENTS PROPOSED ALONG BUILDING ARE NOT SHOWN \ ♦ ♦ BUILDING ADDITION � Wooded AREA = 570,305t SQ. FT. OR 13.09t ACRES `—PROPOSED TREELINE PROPOSED 4' CONCRETE SIDEWALK PROPOSED NOTE: BUILDING ADDITION SEE ARCHITECTURAL DRAWINGS FOR PROPOSED ADDITION DIMENSIONS THE SUBJECT PROPERTY LIES WITHIN ►'V ♦ ` �\ FLOOD HAZARD ZONE "C" (AREAS OUTSIDE OF 500 YEAR FLOOD PLAIN) PER FLOOD INSURANCE RATE MAP \ COMMUNITY PANEL NUMBER 090036 0009 B EFFECTIVE DATE: MAY 1, 1980 MAP REFERENCES: 1. TOWN OF SOUTH WINDSOR TAX ASSESSOR MAPS NO.'S 58,59,70 & 71. 2. MAP ENTITLED PROPERTY OF LINDA E. FOLEY SOUTH WINDSOR CONVALESCENT HOME 1060 MAIN STREET SOUTH WINDSOR, CONNECTICUT." SCALE 1 50' JUNE 17,1986 i SURVEY 2137 PREPARED BY DUBIEL ASSOCIATES (S.W.L.R. MAP NO. 1693A) 3. MAP ENTITLED "PORTION OF LAND OF RICHARD P. JONES & LAND OF NORMAN A. BREWER SOUTH WINDSOR, CONN. SCALE 1"=60' FEB. 26, 1963" PREPARED BY FRED B. WHEELER (S.W.L.R. MAP NO. 474B) ; 4. MAP ENTITLED "PLOT PLAN J.E.S. INDUSTRIAL PARK JOHN FITCH BOULEVARD ♦ ♦ 1� (US ROUTE 5) SOUTH WINDSOR, CONNECTICUT. DATE 6-20-68 SCALE 1"=50"' ��FFp N 6 Q64• PREPARED BY MORTON S. FINE AND ASSOCIATES (S.W.L.R. MAP NO. 540-B) (Mgp04 ���$6+, 5. MAP ENTITLED "RESUBDIVISION PLAN LAND OF J.E. SHEPARD CO. J.E.S. INDUSTRIAL "` RFFc46 a �3a PARK SOUTH WINDSOR, CONN."SCALE 1"=40' DATE 10-16-811 SHEET 1 OF 1 MAP NO. No ? ?so 6. MAP ENTITLED RED BY GARDNER & "CONNECTICUT STATE ETERSON ASSOCIATES (S.W.L.R. HIGHWAY DEPARTMENT RIGHT OFAWAYOMAP 9A) i ` TOWN OF SOUTH WINDSOR HARTFORD-SPRINGFIELD ROAD-E.SIDE FROM THE TOWN " , ; TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS HALL NORTHERLY ABOUT 5,1C'D FEET ROUTE U.S. 5 SCALE 1"=40' NUMBER 313 MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. Monument Found gHFFT NIr) 9 r)F 7" nATF JAKI - (O 1Q-il ( "Held" M. TOMEK GRAJEWSKI, P.E CT. P.E. #17201 04 _ PHILIP J.' OrBRIEN L. S. #14196 THIS DRAWING HAS BEEN PREPARED BASED, IN PART, ON INFORMATION PROVIDED B Y OTHERS RELA T iivG TO THE L^vCA I ION OF UNDERGROUND UTILITIES lit SERVICES. WE CAN NOT VERIFY THE ACCURACY OF THIS INFORMATION. INDICATED UTILITIES ARE BASED ON AVAILABLE DATA. THE LOCATIONS SHOWN ARE APPROXIMATE AND ALL UTILITIES MAY NOT BE SHOWN. CALL BEFORE YOU DIG AT 1-800-922-4455 FOR VERIFICATION OF UTILITIES. =0R LOCATION OF UNDERGROUND UTILITIES AND OTHER FACILITIES CONTACT CALL 3EFORE YOU DIG AT 1 -800-922-4455. GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. N/F f T. ,Sf.��P�t" CO. DEED REFERENCES: SOUTH WINDSOR LAND RECORDS 1. N/F CONTINUING CARE OF SOUTH WINDSOR, INC. 2. N/F LISA A. WOOD & SUZANNA L. DIClCCO 3. N/F LINDA LEVACK DALPE 4. N/F DONNA A. LEVACK 5. N/F J.E. SHEPARD CO. 6. N/F JANET S. PRIOR 200 VOL. 1046 PG. 290 I VOL. 918 PG. 062 ' VOL. 615 PG. 168 VOL. 740 PG. 173 VOL. 095 PG. 432 VOL. 825 PG. 035 1 � APPLICANT: • � HAVEN. HEALTHCARE MANAGEMENT • 245 LONG HILL ROAD MIDDLETOWN, CT 06457 860-704-8400 MAP OF SURVEY � SITE DEVELOPMENT PLAN f II s SHOWING PROPERTY OF CONTINUING CARE OF SOUTH WINDSOR, INC � li li VOLUME 1046, PAGE 290 1 li LOCATED ON THE EAST SIDE OF MAIN STREET NOT VALID SOUTH INDSOR, CONNECTICUT UNLESS PREPARED O'BRIEN ASSOCIATES, INC. EMeossEo SEAL BY: 83 MOUNTAIN LAUREL DRIVE, MI;.��L��Oa"/"�, AFFIXED HEREON C�'r,N• SCALE DATE FILE DV,rG. N0. 1 "=50' � AUGUST 12, 2�,04 22'99 1 I_LAI1I IINV S6nlu-iGDVL r t Pipe Found Disturbed J.. �- r f I r G7 f� L'•. � � 1 , t I , 1• . 1 l ° SNE T r � t t � � �- -��.�' Ex. L igh f �� , #1 554 r I CHD / rt San. MH Ex. /Sign W/Lighting / _ C 8" Spruce �72 Spruce f r' �f 70" Maple fr l 41xE�` 10» Maple Ex. S.M.H. rr 1 ` a T.F.=41.51 ` 41 X8 O - SNE T 1 x � CONSTRUCTION ENTRANCE 1 #1553 -- rr I.... 10 Mop le i r r � P PROPOSED ROOF OVERHANG AND CONCRETE PAD ° 41 x7, PROPOSED POLE MOUNTED LIGHT t CGS MON #6308 m t NAD83 t ,r' N 864, 028.727 E 7, 036, 263. 786 r Lawn AreaIV- o 1 r , PROP( +f / PLACE SILT FENCE AFTER SITE HAS BEEN ' t / 'ROUGHT TO SUB -GRADE. REMOVE AFTER nv ;r i rr RMANENT VEGATATIVE COVER HAS BEEN ESTABLISHED f Q i I rr STORMWATE r , yd rn TP "SW" j "'14/8 ! SNEr----._ j PROPOSED POLE MOUNTED LIGHT 4• #4095 PROPOSED BITUMINOUS CURB ° l r/ I FOR LOCATION OF UNDERGROUND UTILITIES FA^111Gs.IJ^AND V1HERiL1111A%,lALL BEFORE YOU DIG AT 1-800•-922-4455. l�ESC►211'1'ION ', c��',QF.NT 20 0 � 17AYLIl.Y j ., \\ S FT HYPI2AN61rA I • PROPOSED DRYWELL nWARr A_MR''A sPMX-F- Lawn Area INV.=34.2t \ PAW AIvi RICAN A?OOWI'fAB "NORTH",R /-17 L.F. 4" PVC L3�1`-OW MAR Ex. C.B. (Drywell) ` T.F.=35.9 NEW INV.=34.2t �AQe \..PROPOSED BITUMINOUS DRIVEWAY U_ d s�' \ N PROPER TY CORNERS J 'f 2t5so N 863, 956.395 E 1, 036, 284. 232 541L DATA TESTHOLES WITNESSED BY O'BRIEN ASSOCIATES, INC. ON SEPTEMBER 15, 2004 FOR THE PURPOSE OF STORM WATER DESIGN. TH "NORTH" 0 - 24 TOPSOIL 24 - 45 RED BROWN SANDY LOAM 45 - 72 GREY FINE SAND 72 - 96 DARK GREY MED. SAND, SOME SILT APPARENT MOTTLING AT 72" TH "NE„ 0 - 6 TOPSOIL 6 - 12 RED BROWN SANDY LOAM 12 - 48 GREY FINE SAND 48 - 72 DARK GREY MED. SAND, SOME SILT APPARENT MOTTLING AT 48" TH "SW" 0 - 10 TOPSOIL 10 - 36 GREY VERY FINE SAND 36 - 60 DARK GREY FINE SAND & SILT APPARENT MOTTLING AT 36" TH "SE" 0 - 4 TOPSOIL 4 - 20 GREY FINE SAND 20 - 60 DARK GREY FINE SAND & SILT APPARENT MOTTLING AT 20" cL&P 4?g�ro� #21561 �4 PROVIDE FILTER FABRIC UNDER GRATE AND 12" HIGH STONE CHECK DAM I CLEAN SEDIMENT FROM EXISTING DRYWELL Ex. Light — CLEAN SEDIMENT FROM EXISTING DRYWELL PROVIDE FILTER FABRIC UNDER GRATE AND 12" HIGH STONE CHECK DAM Ex. Walk Ex. Building 7 Story Brick PROPOSED COVERED CONCRETE PAD '0v6rhang n 's NOTE: SEE ARCHITECTURAL DRAWINGS FOR PROPOSED ADDITION DIMENSIONS Bit. Walk �-..J •-�r�- 72" Locust M. TOMEK GRAJEWSKI, RE CT. P.E. #17201 "• �. vv,�rYE v eeeee• 140.17201 LEGEND GRAPHIC SCALE 10 20 40 ( IN FEET ) I inch = 20 ft. EXISTING PROPOSED -------- PROPERTY/STREET LINE - - BUILDING SETBACK LINE O— S SANITARY SEWER, MANHOLE FI-- D STvRvi SE`rvER, CATCH BAsiiv W WATER LINE Wv WATER VALVE HYDRANT >_- UTILITY POLE/GUY -a- SIGN O IP/LPIN • IRON PIPE/PIN El MON. ■ CONCRETE MONUMENT ° WOOD FENCE TREE WITH WIRE TREE LINE - - - - 290- - - - —2290 CONTOUR 2900 29ox1 SPOT ELEVATION _SF— SILT FENCE POLE MOUNTED LIGHT BUILDING OR POLE MOUNTED LIGHT 70 10 PARKING SPACES TBR TO BE REMOVED 80 APPLICANT: HAVEN HEALTHCARE MANAGEMENT �I 245 LONG HILL ROAD MIDDLETOWN, CT 06457 �j 860-704-8400 SITE DEVELOPMENT PLAN EROSION AND SEDIMENT CONTROL PLAN ,i PREPARED FOR CONTINUING CARE OF SOUTH WINDSOR, INC LOCATED ON THE EAST SIDE OF MAIN STREET SOUTH WINDSOR CONNECTICUT PREPARED O'BRIEN ASSOCIATES, INC. BY; 860MOUNTAIN LAUREL DRIVE', MIDD xE�s o N345 0 52 SCALE DATE FILE DWG. N0. 1 "=20' AUGUST 12, 2004 ; 2299 2 FINISH PAVEMENT/GRADE CLEAN BACKFILL MATERIAL FILTER FABRIC 24" DIA. HDPE PERFORATED PIPE INV. — 35.00 12" DIA. HDPE PIPE — INV. = 35.00 -1/2" CRUSHED STONE -1-1/2"-2" WASHED CRUSHED STONE TO BE LEVELED AND COMPACTED PRIOR TO PLACEMENT OF PIPE 24" DIA. HDPE PERFORATED PIPE 1/2" CRUSHED STONE 12" DIA. HDPE 90' BEND \— 12" DIA. HDPE PIPE PLAN 12' DIA. HDPE TEE NOTE: THE STORMWATER DETENTION STRUCTURE CONSISTES OF A TOTAL OF 4 ROWS OF 24" PIPE. SEE PLAN FOR GROUPING OF PIPES. THIS DETAIL IS INTENDED TO SHOW THE TYPICAL CONFIGURATION. STORMWATER DETENTION STRUCTURE UCTURE NOT TO SCALE FILTER FABRIC ALONG TOP AND SIDES OF STONE STANDARD I H. FRAME & COVER RISER c� VARIES CONNECT TO EXISTING DRYWELL h " PVC 00 0 0 0 0❑ 0 0❑ 0 ❑ 0 .. a 0 0 0 Cl 0 0 00 0 ❑ EJ C7 0 0 E] ❑ 0 00 0 ❑ 0 © C7 C7 ❑ 0 00 0 0 0 0 0❑ 0 1 00 D 6'-8" DIA. 1" BROKEN STONE AROUND ENTIRE DRYWELL ROTONDO & SONS, INC., DW 6-81-11), OR APPROVED EQUAL DRYWELL 1 9/16/04 1 PER TOWN COMMENTS JT NL-1.1 DATE I DESCRIPTION BY NOT TO SCALE POST ANGLE 10' UPSLOPE FILTE FOR STABILITY AND SELF CLEANING. FLOW c�> 1100' 12" MIN. DEPTH 1. SET POSTS AND EXCAVATE 2. ATTACH FILTER FABRIC FENCING A 6"X6" TRENCH. TO POST AND EXTEND IT TO THE SET POST DOWNSLOPE. TRENCH BOTTOM. COMPACTED BACKFILL 3. BACKFILL THE TRENCH AND COMPACT THE EXCAVATED SOIL. PLACEME14T & CONSTRUCTION OF SYNTHETIC FILTER BARRIER NOT TO SCALE 'c� -111lJVI '`W. J JI-I CONSTRIUCITON ENTRANCE NOT TO SCALE 1r,' WAY TRANSVERS EXPANSION JOINT TRANSVERSE EXPANSION J INT DUMMY JOINTS 1-5' ON CENTER PI AN CROSS SLOPE SMOOTH TOOL FINISH EA. SIDE (1 /4"/FT. MAX.) -� 4" 4" .°, °. a.'a', o •�..•—. 5" CLASS "A" Q'D: •�Q'D'.� c.,: CONCRETE 1/4"R" 3/4"MIN. — 1' MA . a . (3000 P.S.I.) 1/4 I DUMMY JOINT . 0 —>I 4 0 0 00.GRANULAR FILL COMPACTED SUBGRADE SECTION SECTION CONCRETE SIDEWALK NOT TO SCALE M. TOMEK GRAJEWSKI, P.E CT. P.E. #17201 NOTE: WHERE PLANT PITS ARE DUG WITH AN AUGERING DEVICE, GLAZED SIDES OR HARDENED SURFACES SHALL BE SCARIFIED PRIOR TO PLANTING. CUT BURLAP & WIRE BASKETS FROM TOP 1/3 OF ROOT BALL. REMOVE ALL SYNTHETIC WRAPS, ROPES & TWINES ENTIRELY FROM ROOT BALL SET ROOT BA L AT R y 4" APPROVED MULCH (T SLIGHTLY ABOVE FIN. GRADE 'I Y WISHED GRADE \\\\T��_CG� SOIL 3AUCEg TOPSOIL PLANTING PIT BACKFILLED WITH SPECIFIED PLANTING L EQUALS TWICE CONT. COMPACTSOIL MI A EQUALS TWICE BALLDIAMETER & PITCH AWAY FROM BALL TO DIAMETER PERIMETER OF PLANTING PIT BALLED AND BURLAPPED CONTAINER GROWN SHRUB PLANTING DETAIL NOT TO SCALE PRUNING SHALL BE IN ACCORDANCE WITH APPROVED HORTICULTURAL STANDARDS IN ORDER TO PRESERVE THE NATURAL FORM OF THE SPECIFIC PLANT. IF APPLICABLE & APPROVED BY THE LANDSCAPE CONSULTANT, ONE FOURTH TO ONE THIRD OF THE WOOD SHALL BE REMOVED BY THINNING OUT TO BALANCE ROOT LOSS DUE TO TRANSPLANTING. SARDEN HOSE - MIN. 2 PLY. POSITION ABOVE 1ST SET OF BRANCHES. 2 STRANDS 12 GAUGE 2"x 2"x 8" HARDWOOD STAKE WI NOTCHED END. DRIVE STAKES AT ANGLE AND DRAW VERTICAL. USE 3 PER TREE FOR 3" CAL. OR LESS WHERE SPACE DOES NOT ALLOW GUYING. 4" SOIL SAUCER FINISHED TOPSOIL SPECIFIED PLANTING SOIL. COMPACT SOIL MIX BELOW BALL & PITCH AWAY FROM BALL TO PERIMETER OF PLANTING PIT. TREE PLANTING DETAIL NOT TO SCALE NOTE: WHERE PLANT PITS ARE DUG WITF AN AUGER!NG DEVICE GLAZED SIDES OR HARDENED SURFACES SHALL BE SCARIFIED PRIOR TO PLANTING. V EQUALS TWICE BALL DIAMETER 1-1/2" CLASS 2 BIT. CONCRETE SURFACE 1-1/2" CLASS I BIT. CONCRETE BINDER 4" PROCESSED AGGREGATE STONE S" BANK RUN GRAVEL PAVEMENT DETAIL NOT TO SCALE APPLICANT: 3 GUYi; OF 8 GAUGE TWISTED WIRE 120' APART AROUND TREE (4 GU` S IF OVER 3 1/2- CALIPER). BEG N WRAPPING FROM BOTTOA 6" URNBUCKLE (GALVANIZED) FLAG TYP. 3ET ROOT BALL AT OR SLIGHTLY ABOVE FIN. GRADE 3" IIELOW GRADE CUT BURLAP & WIRE BASKETS FROM TOP 1/3 OF ROOT BALL. REMOVE ALL SYNTHETIC WRAPS, ROPES & TWINES ENTIRELY FROM ROOT BALL. HAVEN HEALTHCARE MANAGEMENT 245 LONG HILL ROAD MIDDLETOWN, CT 06457'! 860-704-8400 i DETAILS PREPARED FOY, CONTINUING CARE OF SOUTH WINDSOR, INC N �a`>p�, LOCATED ON THE EAST SIDE OF 0 }� , MAIN STREET SOUTH WINDSOR, CONNECTICUT '1e a� tj I PREPARED II O'BRIEN ASSOCIATES, INC. BY: 83 MOUNTAIN LAUREL DR VE, MIDDLETOWN, CONN. SCALE DATE I FILE f DWG. NO. a. 1"=50' AUGUST 12, 2004 2Z19 li 3 i