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Home My WebLink About1021 ELLINGTON RD DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: C' BUILDING DEPARTMENT &)O > — APPROVED 1540 SULLIVAN AVENUE Bldg.Permit# Cg 644-2511 ext. 230 T Dafe Building In for Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 FTenant Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof tion Apt.No. APPLICANT C (� APPLICANT ADDRESS, )�� \\ SA APPLICANT PHONE# 1 OWNER G Ca C�'l _ 0 �pW N SF4 OWNER ADDRESS 1� c Ce OWNER PHONE C ESTIMATED COST$ , (>oD IS THIS A CONTRACT COST? =Yes _No �r✓ FEE ENCLOSED$ 15 C)L) O�� TYPE OF JOB: R*C _New Installation _Alteration/Addition/Repair q1* l APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? ❑YES ❑NO RESIDENTIAL 0 BUSINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY ❑MERCANTILE FUTURE USE AND OCCUPANCY ❑EDUCATIONAL ❑INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE ❑STORAGE ❑GARAGE ADDRESS ❑MDCED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBER OF METERS NUMBER OF DISCONNECTS AND RATINGS NUMBER OF PANELS REMOTE DISCONNECT REQUIRED? ❑YES ❑NO NUMBER OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK �> +r3 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. a scogq CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT `' DATE Electric # 7 � v APPLICATION FOR BUILDING PERMIT � �'� �1 H-VACPlumbing# �� 1021 Ellington Road Date: 10 tt-�1 �'Zc�J HVAC �- � Sprinkler# r - —3217 - U- — - U FINAL4LNG Estimated Cost $ — -- ------- G Buildin ' _- -- — --------� Permit Fee $ ' PF� ""�� COMPLETE RED BOXED AREAS I Occupancy Fee $ Enginee n I TYPE OR PRINT ONLY Eng. Insp. Fee $ Affidavit ► SIGN ON REVERSE SIDE Appr. fot C _—i Total Fee $� TO THE DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant(-�2F ► C) 0 OTJ CT 'a-, Location of Work - Lot No. Applicant's Address,o2.k Co- Tel.# Zip 0 Lic.# Owner Architect Owner's Address q M C Architect's Address Zip Zip Sq. Ft. New Area: 1 st Fl. 2nd Fl. 3rd Fl. Total New Area Purpose of this permit E* .)c S(—k — City Watero Well[:] Septic System❑ Sewer❑ Ins: HO Cert. Area Basement Garage Approved by Date c' Use Group Construction Type Revised W02 I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be aced t proper distant mall street lines,side yard lines,and required distances from all other zones and is located in thug and its use allowed. Signe I hereby apply for a Certificate of O y for the described iZthapp lication for the permit. Signe !�✓ N RITE BELOV�I THI INE I, n l INSPECTION COMMENTS / a/ r'J ✓V�'- t%�� -J'- � — 1 �� Cam-'- C.� r /�r,� �I Gc�` ��r-'- Inspection / Approval Date By Appl Code Description Due Whom Code Comment ------------------------------------------------------------------------------- **-32174-B 7,000 B03 FRAMING (ROUGH) 12/09/05 CJD A E03 ROUGH 12/09/05 CJD A B10 FINAL 02/07/07 JFF D WITH OWNER COMPLETED EXCEPT NEED ELECT PERMIT B10 FINAL 02/20/07 JFF A RECEIVED ELECT PERMIT 720687 Electric # v 00 3 APPLICATION FOR BUILDING PERMIT Plumbing# Date: —(� U a HVAC # 1021 Ellington Road Sprinkler# 800134 FINAL APP OVALS - Estimated Cost $ "0 00 Building -o`l Permit Fee $ -� g COMPLETE RED BOXED AREAS Occupancy Fee $ O Engineering TYPE OR PRINT ONLY Eng. Insp. Fee $ Affidavit SIGN ON REVERSE SIDE Appr. for CO _ Total Fee y $_ TO THE BUILDING DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $_ The undersigned hereby applies to do work according to the following: Applicant Location of Work \y'Z\ 0 N' (zr�. Lot No. Applicant's Address Tel.# `(-'t k Town s"-.,-T,-t U) Zip 0 G o--A--k Lic.# Owner G-N-L-C--re•-o ' )A—j Architect Owner's Address toZ1 Architect's Address Zip Zip Sq. Ft. New Area: 1 st FI. 2nd FI. 3rd FI. Total New Area Purpose of this permit �QJ`Crk oo-)D ?ODL- Il X 3 4 3 5 City Water❑ Well❑ Septic System❑ Sewer❑ Ins: HO Cer Area Basement Garage Approved by—HE "Date a _ Use Group Construction Type Revised W02 I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the proper distance from all street lines,side yard lines,and required distances from all other zones and is located in which this building and its use is allowed. Signed I hereby apply for a Certificate of Occupancy for the work described in this application for the permit. Signed DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS G A b od DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT Application is TOWN OF SOUTH WINDSOR PERMIT# FRO BUILDING DEPARTMENTD__ J 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 Date Building Inspector Application must be printed or typed FEE SCHEDULE Location of Job: 'O oL.t C—u_��G-�•J �sac0 $0-$1,000=$15.00 Street No. Street 7t.N o Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designation APPLICANT 2 F `� ��e'V j G— ',-A --J APPLICANT ADDRESS I'o Z k --J Cs--^ n APPLICANT PHONE# 17! J C:--> Z`� \ —R:� ` 1 0 W N S F,q OWNER 6'� L L Q'� C,- OWNER ADDRESS j G-`tD r\J • �, OWNER PHONE — C ESTIMATED COST$ 3 y� IS THIS A CONTRACT COST? _Yes _No 0, G FEE ENCLOSED$ �f o t TYPE OF JOB: dSOR.CON New Installation Alteration/Addition/Repair Revised 4/01//2002 APPLICATION FOR PLUMBING PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A eRESBUILDING PERMIT APPLICATION?.1 YES ❑NO IDENTIAL BUSINESS CURRENT USE AND OCCUPANCY 'y 0 S � g/+�Er-��•-� ❑ASSEMBLY ❑MERCANTILE FUTURE USE AND OCCUPANCY C- ❑EDUCATIONAL ❑INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE ❑STORAGE ❑GARAGE ADDRESS ❑MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION �4 a 1-FeZAO r'1 SIZE OF MAIN DRAIN S NO.OF TOILETS STYLE NO.URINALS STYLE �C NO.OF BATHTUBS NO.OF SHOWERS NO.OF LAVATORIES NO.OF CONDUCTORS SIZE NO.OF STACKS SIZE AREA OF ROOF NO.OF CATCH BASINS t�NO.OF FLOOR DRAINS IX NO.OF OTHER FTURES KIND <�; a 1, \ ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY A WINDOW ❑YES ❑NO SIZE OF WINDOW IF NONE C.F.M.OF VENTILATOR SIZE OF DUCTS SEWER OR SEPTIC TANK SIZE OF WATER MAIN SIZE OF WATER PIPING&RISER WATER HEATER: TYPE MANUFACTURER DESCRIPTION OF WORK THE UNDERSIGNED HEREBY APPLIES rOR A PERMIT To PERFOR THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. CONTRACTORS LICENSE N . , STATE I O 1 SIGNATURE OF APPLICANTT, �/ - DATE �-�`� "D'* BOX HIGH LEA DIST. :50b N/Fi - ANDOVER EQUITIES, INC Box 0. 1 t 44) v. 9 GRAVEL EMERGENCY VEHICLE TURN AROUND DT # 2 '14 74 >: -�I �80 PPROX. LOCATION -tt"' R111P.11URIED PROPANE-1!0 o�"6 l ........... J..o -4, LOT X7" Vq 161.190* sq. M 3.7± cc. 11250 SEE 20 6.0 TP rb OD Cs cl� a) (A C, _*ETLANDTACK LINE RODENT SCREEN . INV. 685 ' . I R WITH j 100 YEAR FLOOD LINE -__- IS CONTOUR 56. F my 1 DP APR 3 0 2003 South Windsor BUILDING DEPARTMENT 1^ TM{ r;llD!kG DEPT. TOWN Of SOUTH WINDSOR ICis plan end speciflcatlons aft truo c -^F+ of the proposmd building or alterstlohs to br e,.ucd at to?� t Street .r \rlth an^en,-n,.nt: stated in application -}I iil ni.•❑ fn� I 'Frye to comply wah ell tr 1w+ and such orders a shalt • I - tt'e Buildin g Drpartrr.ent duri 4 pcn .ney d fif issuance of wilding ''-'^ approved sublec to he cnnditlon that rtlia.ncI's regul /ti building shall be G.. - \.onally Approved These I'lled wttk -'i Inspector cleft' i OIL I U , 'L,gNCE i, Revised 4/0 U/2002 DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT PERMIT# Application is hereby: TOWN OF SOUTH WINDSOR ,7 a6 wy s BUILDING DEPARTMENT APPROVED 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 3� 7 e uil ing Inspector Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT 2`•l �`t-[� ��V 6 APPLICANT ADDRESS (��„� L� APPLICANT PHONE# OW N SF,q OWNER C. — L- G OWNER ADDRESS I- � -� �.,(�:-ram•✓ n Ow OWNER PHONE (ra y Z C ESTIMATED COST$ IS THIS A CONTRACT COST? _Yes _No FEE ENCLOSED$ p TYPE OF JOB: l�QSO •C O�� R New Installation l/Alteration/Addition/Repair APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A 0 ESIDENTIAL BUILDING PERMIT APPLICATION? WYES O NO U BUSINESS CURRENT USE AND OCCUPANCY U►.1 iC itj�j . 0 ASSEMBLY U MERCANTILE ❑EDUCATIONAL FUTURE USE AND OCCUPANCY Z�k"� -:�z� 3 ❑INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE ❑ STORAGE ❑GARAGE ADDRESS 0 MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WEMG METHOD SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBER OF METERS NUMBER OF DISCONNECTS AND RATINGS NUMBER OF PANELS I REMOTE DISCONNECT REQUIRED? 0 YES ❑NO NUMBER OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRUMOON OF WORK THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. CONTRACTORS LICENSE NO. �lr TYRE STATE SIGNATURE OF APPLICANT DATE ,G. t--t- DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT PERMIT# Application is hereby: WN OF SOUTH WINDSOR APPROVED �i 40 SULLIVAN AVENUE M 644-2511 ext. 230 D U Bldg.Permit# Date uilding Inspectpr soul" ' TMENT �� 18 2008 BUILpING DEVkR South Windsor Application must be pr1'n'49ij)bRTMENT FEE SCHEDULE Location of Job: IOa1II ,v,�n �6 $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANTP�KY4 C S APPLICANT ADDRESS D Co YnXn&cce— APPLICANT PHONE# nnCi O W N 3 F,q OWNER (74 �--r OWNER ADDRESS I C>a I C n Z yt a o C &0) �, r OWNER PHONE C ;D ESTIMATED COST$ w IS THIS A CONTRACT COST? ✓�es _No FEE ENCLOSED$ 1 S r�Os - O�� TYPE OF JOB: -kA-wj OR-C _New Installation 0909 _Alteration/Addition/Repair I Revised 4/01//2002 APPLICATION FOR PLUMBING PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? ❑ YES ❑NO ❑RESIDENTIAL ❑BUSINESS CURRENT USE AND OCCUPANCY 0 ASSEMBLY ❑MERCANTILE❑EDUCATIONAL FUTURE USE AND OCCUPANCY ❑INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE ❑ STORAGE ❑GARAGE ADDRESS U MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION SIZE OF MAIN DRAIN NO.OF TOILETS STYLE NO.URINALS STYLE NO.OF BATHTUBS NO.OF SHOWERS NO.OF LAVATORIES NO.OF CONDUCTORS SIZE NO.OF STACKS SIZE AREA OF ROOF NO.OF CATCH BASINS NO.OF FLOOR DRAINS NO.OF OTHER FIXTURES KIND ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY A WINDOW ❑YES ❑NO SIZE OF WINDOW IF NONE C.F.M.OF VENTILATOR SIZE OF DUCTS SEWER OR SEPTIC TANK SIZE OF WATER MAIN SIZE OF WATER PIPING&RISER WATER HEATER: TYPE MANUFACTURER +� 1 ' c \ DESCRWTION OF WORK N� code -52 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. 0 -7 CONTRACTORS LICENSE TYPE STATE SIGNATURE OF APPLIC � ATE I JJN-17-2008 08:34 From: To:8605700563 P.1/1 Jun 18 08 08:35a Melissa and Garfield 864.291.8311 p.1 i, 0 1 1) Fo.L. 'r3 LZ L� CC f-tom.. LEGEND • EXISTING IRON PIN EXISTING MONUMENT ZONING DATA BLOCK `1`Ll NOTE: BEARINGS DEPICTED — 30 CONTOUR ZONE: RURAL RESIDENTIAL HEREON ARE BASED ON A�R�P MAGNETIC READING FROM ::74,8 SPOT GRADE ITEM REQUIRED/ALLOWED (CD) PROVIDED Lot Area 80,000 s ft. 161,190 s feet 1958. q, q, Lot\Width 175 ft. min. 343.6 ft. / Lot 'Depth 200 ft. min. 631 ft. A\�' tMocl Lot Coverage 10% max. 1.4% N/F Side Yard 20 ft. min. 47 ft. 734 \e H AROLD B. Rear Yard 50 ft. min. 437.6 ft. . & LAI TSU N Front Yard 50 ft. min 88 ft. Cam` IMPERVIOUS COVERAGE N.A. N.A. v MURRAY BUILDING HEIGHT 30 ft. max < 30 ft. 'O/N 20 6 4 1G �� ` ��. ��♦ N/F ' MATTHEW �♦ MARSHALL01 1 LOT # 1 � _ /' ON PIN -76 ' 74 I 1 75- Ns69'�' „ 0U0 N/F ANDOVER EQUITIES, INC. e - '24 TOT,q 1 I 73" w/v SI,3 38"W� ♦ \ EMERGENCY VEHICLE 20.00' - ♦ TURN AROUND . ' \ ACCESS AND UTILITY „ -� 0 / -\ cFc�£<£ NOTE. ALL, D' BOXES ARE HIGH LEVEL OVERFLOW CP EASEMENT IN FAVOR LOT # 2 � �q \ � ♦� 2A'I U 220 C f OF LOT #3 i 74 \,OV 44. , X 74-2 1 \ _ fT� I } 60, 74 10 I r F RF GP \ \ 1 IN V. =73.50 X 73. 1250 GAL. SEPTIC TANK o. \ \� � - 06 175.8 X 74.9 , 161,190f sQ, )ft CID �' 74 _a 55 \\ , ✓ 1250 CAL SEP I \ TP 2 A J 2 I SEE 20 SC�11C - ` ` �• � -�- - , 49 00 1 1p A 1 ' ' . \ \ \ \ p1pE U1 7, - _ co � >� ,� 0Ctk - - -j - -73 72_ _ i/ (610. ss' - - - - _ _ -72 71- - - - - - - - - - - _ _ _ - _ �,� „� , , , / I _,;_ i ,- __ �- _ 6/��$6 - - - - - - - - - - _ WETLANDS TRACK UNE -,' ,' \\ �' // r,,/ / _ �t ' O \ O �, qY 171931 p324 N (MDC) , , 1\ 1 194978.249 E W/ RODENT SCREEN , - - - - - - - i - - - - 1 1 SCR � / � ', � , ' � � •I � , 1, \ SEPTIC SYSTEM , '/ SCALE: 1'=20' 64 „ I - - - - - - - _ 60 -- - - - 58� _ - - - - - - - - - - - - _ - -66 56IRON (REBAR)N' \♦` ,\ 100 YEAR FLOOD LINE `\\ IS CONTOUR 56. - - - - - - - - - - ./ 979, 00 REF.: ` �♦ P PROPERTY F I C. NEARY ELLINGTON ROAD 1. "PLOT LAN ROPER 0 LOUISE C SOUTH WINDSOR. CONNECTICUT SCALE: 1 INCH = 40 FEET - ' T HOFFMAN AN SURVEYORS". ♦` ` �`�♦ �\ N 88 36 3�` / JULY. 1977 REVISED 4-27-78 PETERSEN & 0 LAND 2. "PROPERTY SURVEYED FOR LOUISE C. NEARY No. 1005 ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT SCALE: 1 INCH = 20 FEET JUNE, 1977 N/F THE MILL INC. PETERSEN & HOFF-MAN LAND SURVEYORS". / � - 3. "PROPERTY SURVEYED FOR DANIEL KOBYLANSKI ELLINGTON ROAD g �F ��'"r1f �o�� \ - " " MILL POND THE ITEMS SO NOTED ON THIS PLAN HAVE BEEN VERIFIED IN THE FIELD oo��p Cj�•�i�� - - - - - - - - -_ SOUTH WINDSOR, CONN. SCALE: 1 INCH = 20 FEET AUG.. 1958 REVISED AS TO LOCATION, ELEVATION, AND COMPLETENESS. THE FOLLOWING �' t S. SEPT., 1958" (ALTON E. SMITH, L.S.). C-� LISTED ITEMS ARE THE ONLY DEVIATIONS FROM THE ORIGINAL PLANS 4. "MAP FOR J. HERBERT & SYLVIA H. HOLDEN ELLINGTON ROAD APPROVED BY THE PLANNING AND ZONING COMMISSION AND STAFF " y SOUTH WINDSOR SCALE 1" = 40' SEPTEMBER, 1979 WILLIAM J. CARRINGTON, APPROVED CHANGE ORDERS: _ *= OWNER APPLICANT REG. L.S.". 1. GRADES VARY FROM APPROVED PLANS RAELISSA & GARFIELD VAUGHN Nc. 1 5. "SURVEY MAP PROPERTIES OF S.H.HOLDEN & SAVIN BROS. INC. 2. UTILITY CONNECTIONS VARY FROM APPROVED PLANS r 8 POST OFFICE ROAD - #12 SOUTH WINDSOR, CONN." (SCALE 1" = 100' DATE 11-10-80 ,� 9� �' -'"�C��'� ENFIELD, CT 06082 REVISED 6-21-83, 11-21-83 IGOR VECHESLOFF, P.E. & L.S.). SrUIBV, p�� TEL. (860) 741 -8608 6. "PROPERTY SURVEY OF PREMISES OWNED BY LOUISE NEARY �r _y -' ELLINGTON ROAD, SOUTH WINDSOR, CONN.,SCALE :1'"=40', FEB.1999 De-- �5�DDD ' 13644 PETERSEN & HOFFMAN LAND SURVEYORS". OWNER, PETERSEN & HOFFMAN LIC. NO. 330 1. UNLESS OTHERWISE NOTED, EXISTING U11UT-1 PEVIISION5 THIS SURVEY AND MA, HE-EN PREPARED IN o, . .: DANCE WITH SECTIONS 20-300b--1 THRU 20-300b--20 1 860 291 9755 PROPERTY PLAN PREPARED FOR: LUCAI�ONS AS SHOwN. ARE BASED ON AVAILABLE OF THE REGULATIONS OF CUNNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE INFORMATION. ALL EXISTING UTILITIES SHOULD STATE OF CONNECTICUT' AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS. INC. THIS GRAPHIC SCALE ,��; MC OM D AS � MELISSA & GARFIELD VA UGHN BE FIELD VERIFIED PRIOR TO CONSTRUCTION. SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2. 40 0 20 40 BO 1 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. 1'OfeSSIOt1c�IS inc. 1 BY A LICENSED LAND SURVEYOR PRIOR TO ( IN FEET } ,00 ! DESIGN: ORA fNN. RJN CHECKED.- ESS ROM �+,�,�,�� '®� CONSTRUCTION. 1 inch = 40 ft. ,/OB.NO.: 99-1199 DA 7F- 1217100 3. THIS PLAN IS INVALID UNLESS IT BEARS THE Dee. �000 Q, 13644 s Civil Engineers ' P 8nners • Su ve Qrs.. CM ��+ ,r•r IMPRESSION SEAL AND ORIGINAL SIGNATURE De . ., y,. SOUTH WgNDSOR CONNECTICUT ICUT OF THE PROFESSIONAL ENGINEER/SURVEYOR NO. DATE DESCRIPTION RY SMITH, OWNER, PETERSEN & HOFFMAN IW No 165 soutr sate'-;te road • so,th windsor • connecticut 060?4 ORAWJ G NO.: 1199�LOTJAB.DWG [5 i .. A y fv•. _ �l. - n y_ r. -..•.,T .. . L -A � ...,, F ..- r rE .. - Mt1 �.� :tl+ y;, ._' „r•>, �..YM .:. r. ;n i, .A • .SF 'h t •. i. . -. i •. _..i : .>V. a ,. ._. . "'F+ .a , .- _ Y - e: 4 .•a'Q'Aa Vr _ 7.1:t_ ,i jL -'� ... .: ,. -.a, r.... '': .e 4- �.e ♦� :. ,. 1:, :. _�' .. .. off, y', Y.- W.. .. _ .. _ -... `X•': '' 5. t _. ->C', ♦ S _ T' .♦ .. ..d.. Tic• .<, _ S A r . w ,, �...>7''>:,... ., +rR•'.-. ... -:r.Y f_ Y Z;: _ ,.. _. .S - .. -� r. t .i _.._ - '.r v1, �., �'r 5..,-'{- .; .�. ,:.... . ._ ... ft: ,-J�.. . ..P .�.,. _ ' NO TE LEGEND ------ ------ sE�fi g ON TAKEN TH�OU,H TH MOSS RE--S�}C 11-VE + • rt, ` PART OF THE SYSTEM. A + O IRON PIN TO BE SET -- - - - -,- -------- _-__.__._-- 14 EXISTING IRON PIN BUTTON OF TRENCH NOT TO xCEED 36" INTOEXISTING GRADE. ,., �,x , _ ■ EXISTING MONUMENT ;� � • - frt,.; o MONUMENT TO BE SET 78 r ZONING DATA BLOCK 330 EXISTING CONTOUR ----- - - - -- - - c� - -- �� NOTE: BEARINGS DEPICTED 330 ZONE: RURAL RESIDENTIAL __-____ ________ _ -_. I _ - r` HEREON ARE BASED ON A PROPOSED CONTOUR r MAGNETIC READING FROM ITEM REQUIRED/ALLOWED (CD) PROVIDED z > II --- �' - I 1958. SILT FENCE - EXIST GROUND ?- -'--- Lot Area 80,000 s ft. 161,190 s feet z PROPOSED SPOT GRADE q q Lot Width 175 ft. min. 343.6 ft. 74 Lot Depth 200 ft. min. 631° ft. � N lM° ..� Lot Coverage 10/ max. 1.4/ rt CO �a- g5622 E N/F Side Yard 20 ft. min. 47 ft. /� a ,!,�,,• , \J QELo - , ��239 53'Sa ------ - _._..SL-_ ----- ---- ---- �_� _ -r-.. _ � v'�► r 952' Rear Yard 50 ft. min. 437.6 ft. O �QANT,-TRACKING HAROLD B. & LAI TSUN ° „ ., Front Yard 50 ft. min 88 it. •��` OP` ycd`' \ r�,. ; •` P` IMPERVIOUS COVERAGE N.A. N.A. 9" MIN. Ifa� .•' MURRAY BUILDING HEIGHT 30 ft. max < 30 ft. 70 fi , -�O �1�° C� \ 0 FR x 1s MINI. M017LWC LUJE ; t . , ` G t V� REMOVE GRAVEL \ �' PROPOSED GRAVEL DRIVEWAY y7 :,. DRIVEWAY \ PORTION TO BE PAVED x r 10 20 30 40 50 60 70 80 90 SEPTIC NOTES: N F - T8• -- EXISTING FENCE TO BE ELOCATED / 19911115 { �� N 1, HOUSE SEWER TO BE 4" I.D. EXTRA HEAVY CAST IRON HUBLESS PIPE �-,- \� 12' \\`\ TO NEW PRO LINE MATTHEW SECTIONAATHROUGH SYSTEM ' ASTM A-888, OR APPROVED EQUAL AS SPECIFIED IN TABLE 2 OF THE } \ 1 CONNECTICUT PUBLIC HEALTH CODE, LAID AT A MINIMUM SLOPE OF 1/4" PER LINEAR FOOT. J \ \ MARSHALL SCALE: HOR. 1 "=10' f 2. TOPSOIL TO BE STRIPPED OFF PRIOR TO FILLING. FILL MATERIAL, \ \� VERT. 1 "=4' IF REQUIRED, TO BE PERVIOUS, GOOD QUALITY AND CLEAN FINE SAND WITH LESS THAN 5% FINES, PLACED AND COMPACTED LP y r IN 6" LIFTS to 90% DENSITY. FILL MATERIAL TO BE PLACED PRIOR TO i Tr4. TRENCH EXCAVATION. NO TRAFFIC OTHER THAN TRACK DRIVEN EQUIPMENT � w IS TO CROSS, DUMP, UNLOAD OR OTHERWISE COMPACT THE FILL AREA AFTER TOPSOIL REMOVAL UNTIL 12" OF FILL. MATERIAL QQ%� \ \ TO BE DUMPED AT THE EDGE OF THE STRIPPED AREA AND LOT # 1 P, � RON PIN SPREAD AND COMPACTED WITH TRACK DRIVEN VEHICLES. i6 ,• SOILS TESTING 5/5/99 <v \ D BOX ELEVATIONS s 3. SYSTEM AREA TO BE LOAMED, SEEDED, AND GRADED \ SEPTIC SYSTEM DESIGN 1° o�� \ HIGH LEVEL OVERFLOW TO SHED SURFACE RUNOFF AWAY FROM SYSTEM. \\ - T•P.#2A \ NO. BEDROOMS = 4 \ DIST. INLET OUTLET NO. LARGE CAPAC TY TUB JACUZZI = 0 0 - T6" TOPSOIL 4. NO UNDERGROUND FUEL TANKS, BURY HOLES" OR OTHER 75 - Sl S N/F AND OVER E,)U I TI ES INC. Box ELEV. ELEV. / O' � --� 100 - 200 GAL. 0 >200 GAL. = 0 16 - 50" RED-BR.SANDY LOAM SOURCES OF POLLUTION TO BE WITHIN 75' OF A WELL. / \ - \�`` Rr_LrulrcED IANr, L,r.r-r,C_iTT = i25U 50 G2" i T.ianv'riiv CC)ARSC SA:SJ / 'A' 72.25 7250 5. IT IS RECOMMENDED THAT THE HEALTH DEPARTMENT BE CONTACTED / \� \ "24 PERC RATE = 1 - 10 MIN./INCH 62 80" COARSE SAND BEFORE ANY SITEWORK IS PERFORMED. / \ "8' •B' 72.DO 7225 REQUIRED LEACHING AREA = 660 SF NO WATER NO LEDGE MOTTLING A 60" USE SYSTEM WITH EFF. AREA = 3.0 SF/LF 0 r� Y \\ ��• TqC TOTAL TRENCH LENGTH REQUIRED 220 LF 4F '* 4.1-, 6. SOIL TESTING DONE BY DESIGN PROFESSIONALS, INC. AND THE TOWN OF SOUTH WINDSOR SANITARIAN. o° •C• 71so rY . PROVIDE 4 TRENCHES ® 55' T.P. 2B h 0 - 16" TOPSOIL rc• � sg \ TOTAL LEACHING AREA PROVIDED = 660 SF ' t 7. AS REQUIRED BY THE HEALTH DEPARTMENT, THE DESIGN ENGINEER ry . > a SHALL SUPERVISE STAKING OF THE SEPTIC TO ASSURE CONFORMANCE 16 - 55" RED-BR.SILTY LOAA1 c r 1s TO THE PLAN AND ALL REQUIREMENTS OF THE PUBLIC HEALTH _ \ GRAVEL EMERGENCY VEHICLE 55 - 60" LT.BROWN COMPACT SILTY LOAM 60 - 84" COARSE SAND r CODE OF THE STATE OF CONNECTICUT. �+ TURN AROUND NOTE: ALL D BOXES ARE HIGH LEVEL OVERFLOW� 'o• 0 o M.L.S.S. NO WATER NO LEDGE MOTTLING (3 60 8. ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH THE STATE OF CONNECTICUT DEPARTMENT j' ^� Q \ _•} d os \ - -- 2 <�" OF HEALTH CODE. l• , kq r Z� Z2 OT `� HYDRALULIC FACTOR (HF) = 24 I " (DEPTH = 54' SLOPE = 2.3%) T P.#2C 9. NO STORMWATER, GROUND WATER, COOLING WATER, OR MATERIALS CLASSIFIED AS HAZARDOUS ` �02 S�Q O O �_ I ` �\ \� ` FLOW FACTOR (FF) _ 2 0 12' TOPSOIL_ k' �. ARE TO BE DISCHARGED TO THE SEPTIC SYSTEM- O �J / `r > NO- OF BEDROOMS - 4 12 - 29" RED-BR.SANDY LOAM . ' P � ( > 29 - 54" GRAY-BR.MED, SAND PERCOLATION FACTOR (PF) = 1.2 10. IF SOIL CONDITIONS ARE ENCOUNTERED THAT ARE DIFFERENT THAN AS DEPICTED ON THIS GJQ 74 54 - 80" COARSE SAND c` . j_,�v r 62 (PERCOLATION RATE = 1-10 MIN./INCH) . PLAN, THE INSTALLER SHALL STOP WORK AND NOTIFY THE HEALTH DEPARTMENT AND THE A Z , / ,r �8 NO WATER NO LEDGE MOTTLING ® 54" 0' M.L.S.S. = HF X FF X PF = 57.6 LF " DESIGN ENGINEER IMMEDIATELY. PPROX. LOCATION \ - / -� p^ RQ1. BURIED PROPANE O \ 7S 1 ALL DISTURBED AREAS ARE TO BE LOAMED AND SEEDED OR PROTECTED BY SILT FENCE R \ AS SOON AS POSSIBLE. - IN V. 12. ALL GRADING IN THE AREA OF THE PROPOSED SYSTEM SHALL BE DONE TO DIRECT SURFACE 1250 GAL. PT1C TA K 28 �' 'n 6 1 73-50 PERCOLATION TEST: L . �_`?•_ O I �qo FENCE lam, TIME READING •';, RUNOFF AWAY FROM THE SEPTIC SYSTEM. 1 V._ G �� 88 e sE � \\ 13. TRUCKS SHALL NOT BE PERMITTED ON THE FILL AREA UNTIL AFTER THE FIRST 12" OF FILL HAVE \ 81 5" BEEN PLACED AND COMPACTED. I (f) 25 M y� PRo LOT #�\ 10 14" 55 \ x75.5 161,190t sq. ft. ` v t 14. ALL FILL MATERIAL SHALL BE PLACED AND COMPACTED TO 90% DENSITY PRIOR TO THE (JI �\ ` 3.7t ac. 15 15.75" ,: . irk EXCAVATION FOR THE TRENCHES. � NV�, \\ 20 16.5 '" LJ.I O ``' -- 2 QO 250 G SEPTIC 6 G 25 17.75 2 _ A \ Q SfE 20 SC K 2 ,,' 15. ONCE THE TOPSOIL HAS BEEN REMOVED FROM THE AREA OF THE SYSTEM, THE CONTRACTOR 00 S (SEE TALE) { x76 o y' ox. �'` `.• SHALL SCARIFY THE TOP 3 TO 4 INCHES OF THE ENTIRE AREA PRIOR TO PLACEMENT OF FILL I, \ �N. �qy I�P�F�Na�Np �\ PERCOLATION RATE = 1 - 10 MIN./INCH .. SCARIFICATION SHALL ONLY TAKE PLACE WHEN THE SOIL IS DRY AND UNSATURATED. CO I ��-- _ B `�' w ( rn 2A25 oP �� \ a`` CO - 01 pip •A, A 16. THE BOTTOM OF THE TRENCHES SHALL BE ADJUSTED AS NEEDED TO MAINTAIN A MINIMUM Lc / \N \\ o >: �C ryry ` r t OF 18" TO MOTTLING, AND 48" TO LEDGEROCK. ALL ADJUSTMENTS MUST BE APPROVED BY R SeR� �> >+ NV_ 7J LB A" -�'� �2 \` �} �� R. ► �N" 25 µ/ _ - `► ''`\ e THE HEALTH DEPARTMENT AND THE DESIGN ENGINEER. C S TR 2 c� \ �- �- _ G' tip. _ -- - --- / �` •�,� \``' ?o ~ 3 WA Yr ; 17. A BENCH MARK IS TO BE SET AT THE TIME OF THE HOUSE AND SEPTIC SYSTEM STAKE OUT. �� '�` - 7/ 5 SS r y=�_ -� �' 1 \�� 1•�� _ _.�'' '1�`��bb '� : 0 51 x _ _ :. EROSION CONTROL / SITE CONTACT; GARFIELD VAUGHN TELL (860) 741-8608 I __ RES /'� WETLANDS TRACK UNE -•. µlet ..�' "'.L.• .�,,,,� INV. = 683 r WITH RODENT SCREEN , \ '�-` -"'��_ �""�✓� /-�/ \ / MANHOLE EXTENDED TO GRADE .. " 70-_- REQUIRED IF FILL OVER TANK EXCEEDS 12• �•�� `� / I'i MANHOLES-1 ' SEPTIC SYSTEM ) „` „r►.. �` / fi$_. - '-��_ \�. -._.-/ ' ''Nt 194976.249E a- �•t� � -- I gv 171951.0324 N MOc ( 1 a I 1 SCALE: 1"=20' INV. I "K INLET-- o RODENT OUTLET W� SCREEN v --OUTLET BAFFLE I / INIFT BAFFLEQ. CONNECTION AT MID DEPTH- o - GAS DEFLECTOR \ 23 REQUIRED 'CAPACITY IN /3 REQUIRED /FlRSi COMPARTMENT CAPACITY N SECON Y COMPARTMENT 4'PERFORATED \ \ 100 YEAR FLOOD LINE a>ka / P V.C. 1 SET POSTS AND 2. STAPLE THE SILT \ \ �\ IS CONTOUR 56. ANGLE POSTS - EXCAVATE A M PO TRENCH FENCING TO THE LENGTH NOT GREATER THAN 4 TIMES WIDTH OR DEPTH 5' STABLE pp$r UPSLOPE FROM POSTS. SILT END OF THE POST Fit Q t6' Hln. FOR STABILTY - AND SELF- CLEANING FENCING \\ \ �� y y ;c YI,�J♦ is fF. 12' Flln. 95 la TWO COMPARTMENT SEPTIC TANK \ ,2" MIN. �/ � �s * 1 '�.. \ S. • / 2' I I I l I - I t+- I I Q O 5 �r rgaj^rv' `�b`Ysk'y 4+'^C`'xn )' REF.: 6' Min. \\� ��,` • \ I I i ilk I I�k Sao Q, cy \ �"�� _t`�t� * \ ° 1' Broken Stone s xl atr, "w a z 1. "PLOT PLAN PROPERTY OF LOUISE C. NEARY ELLINGTON ROAD \_ or Screened I I I �` �' ' `�' SOUTH WINDSOR, CONNECTICUT SCALE: 1 INCH = 40 FEET ` �i�� i � =III- = Ir r \ �� \�� \� i i�1\ \ Gravel -1 I LI .01 s5 t 'a t c JULY, 1977 REVISED 4-27-78 PETERSEN & HOFFMAN LAND SURVEYORS". ��\ \� \��\\�!�%�� \\�i� �� t �4+11.. I�•} ..v_ ROAD t1� /\\\.,\ i\/\\\�\ .F \ 'q ag t 2_ "PROPERTY SURVEYED FOR LOUISE C. NEARY No. 1005 ELLINGTON RO D 48' �`9y o N/F THE MILL I N>✓. \ \ ©S,,R� _ 3�0 _ SOUTH WINDSOR, CONNECTICUT SCALE: 1 INCH = 20 FEET JUNE, 1977 /1 \ E L 3. ATTACH FILTER FABRIC TO 4. BACKFILL THE - < < PETERSEN & HOFFMAN LAND SURVEYORS". - - GROUND WATER FILTER _ THE WOODEN POSTS AND EXTEND TRENCH AND COMPACT T +'•' }r <F i s D O D O D D FABRIC IT INTO THE TRENCH THE EXCAVATED SOIL. ! d fir`, .yr4a 3. "PROPERTY SURVEYED FOR DANIEL KOBYLANSKI ELLINGTON ROAD 'j - - --- MILL P 0 N G D D D D D a -;: SOUTH WINDSOR, CONN. SCALE: 1 INCH = 20 FEET AUG., 1958 REVISED - _� 000�3 130 s- CT D.O.T. 2' STONE To BE PLACED 4'-0 rein. COMPACTED �' _ .•. D D 11�7 D D OVER FILTER FABRIC MATERIAL y SEPT., 1958" (ALTON E. SMITH, L.S.)• BACKFILL ? DDDDDD DDDDDD IT F = I--=II -I =I� T 1 ( II 11-- FJ CS7O'•EMN+��e�. . �•ya 4. "MAP FOR J. HERBERT & SYLVIA H. HOLDEN ELLINGTON ROAD LEDGE r/ - At NI DDD DD ODD DDOWNER APPLICANTSOUTH WINDSOR SCALE 1" 40' SEPTEMBER, 1979 WILLIAM J. CARRINGTON, `�\\ #"a''�`S•i}ett tom.'�} � '��REG. L.S.". 111 es1b DDD D D MELISSA & GARFIELD VAUGHN `��,'• S .. ' DDD 00 w+ I - D D❑ a D 5_ 'SURVEY MAP PROPERTIES OF S.H.HOLDEN & SAVIN BROS. INC. J �� II�I� II �1111 188 POST OFFICE ROAD - #12 �v SOUTH WINDSOR, CONIC" (SCALE 1" = 100' DATE 11-10-80 ENFIELD, CT 06082 = F� f `,k- DDD DDD :.` REVISED 6-21-83, 11-21-83 IGOR VECHESLOFF, P.E. & L.S.). _ ` Jam: rni EDGE OF PAVEMENT ' TYPICAL LEACHING TRENCH = CONSTRUCTION OF SYNTHETIC FILTER BARRIER TEL. (860) 741 -8608 147 +' 'x 6. "PROPERTY SURVEY OF PREMISES OWNED BY LOUISE NEARY CONSTRUCTION N0. 13644 ;'�* THRU STRFET � ~ +; ELLINGTON ROAD, SOUTH WINDSOR, CONN.,SCALE :1"=40% FEB.1999 7CE Is��'? * ANTI-TRACKING APRON � � • � '' A 4rK4?,; PETERSEN & HOFFMAN LAND SURVEYORS NOT TO SCALE �q� /CENSt�ypQ`� �� `�s�O""''��G N.T.S. ' � . N tL 860.291 • 8755 H ♦ ♦ 1. UNLESS OTHERWISE NO EXISTING UTILITY U LE NOTED, THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE MATH SECTIONS 20-300b-1 THRU 20-300b-20 °^ ■ PROPERTY PLAN PREPARED FOR: e. !!' LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE , - yig INFORMATION. ALL EXISTING UTILITIES SHOULD STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INc. THIs 4-� �' GRAPHIC SCALE '."'' ■ SIG.' ©� °�P BE FIELD VERIFIED PRIOR TO CONSTRUCTION. SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2. 40 0 20 40 So c �,u': 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD ` @Sl�t'1 MELISSA Err GARFIELD VA IUGHN s { d 1 +� TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. A BY A LICENSED LAND SURVEYOR PRIOR TO ± IN F' ■ O ■ e S SI O n aI S. ' ■ DESIGN. SlH DRAWN-SIH CHECKED: R,1A ROM ¶ �° �j T� "' CAD j� CONSTRUCTION. ? jn y 4 d-wel, FEET ) n� 7k;1 a° 1l�S M 1!."s�ll RNGTON "' ®61\1iyA n r wn c rn , s �� + v, 5 ' >r - 4� ? '3. THIS PLAN IS INVALID UNLESS IT BEARS THE t 5/2/00 dded otes pe to om ents RJN r ` " �> 13644 + ' L1 inch 40 1<t. "o ■ ✓oB NO: 99-1199 DA TE..•3 31 OO ti' '� J � k . :, ar _ Civil Engineers Planners Surveyors CIS / / ;�a;�� s•. I; , , ; 1 IMPRESSION SEAL AND ORIGINAL SIGNATURE - v: 54 isy 1 #. +> OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY EUGENE S. SMITH, L.L.S. OWNER, PETERSEN & HOFFMAN ti � "= LIC. No. '� ` .; 165 south satellite rood ' south Windsor Connecticut 06074 DRAWING No.: C. AAJOB 99119� LOT3Y,OWG ®�.I�'IH[ ��R��®� -� ? 00]R T)ECTRCUT . � , F ,w 1 • e Y PARCEL — A SEDIMENTATION AND EROSION CONTROL NOTES 1. ALL EROSION CONTROL MEASURES WILL BE CONSTRUCTED IN ACCORDANCE WITH THE "GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL" BY THE CONNECTICUT COUNCIL FOR SOIL AND WATER CONSERVATION. 2. HAYBALES,IF USED, ARE 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 NECESSARY. �00 4. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF ALL SOIL EROSION AND SEDIMENTATION CONTROL MEASURES SHOWN ON THESE PLANS. THIS RESPONSIBILITY INCLUDES IMPLEMENTATION AS WELL AS �Q) 00 \ MAINTENANCE. ANY PROPOSED CHANGES TO THIS PLAN MUST BE APPROVED BY THE ENGINEER AND/OR THE PROPER TOWN AGENCY. 5. HAYBALES TO BE PLACED SO THAT SIRING DOES NOT COME IN CONTACT WITH THE GROUND. 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 RYE—GRASS 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 TOWN AGENT. N /F LOU I SE C. JAM ES i \ NEARY , \\ / \\ N F A N D O VE R EQUITIES, Inc• FILTER SFOR ELF CLEANING. AND EAND XCAVATED S L. CH \ / FABRIC / \ SELF CLEANING. EXCAVATED SOIL. / � FLOW� COMPACTED 47.1 \ 100, BACKFILL _ 88.6'/ \ Ld o I/ / EXIST. \ \ � U/G BOTTOM OF PROPA '� \\ DRAINAGE WAY / EXISTING HOUSE ` 75 \ ' TANK ' / # 1021 I \ DOA .-H TEMP. `\ , I of I A � LL � ro � / - STOCKPI�E rrj / r �SILTF�NCE \\ S POINTS "A" SHOULD BE 00 HIGHER THAN POINT "B" P TIO '1t - - - SET POOL DECK \\ 60r\00'� ELEVATION \ Ate, PLAN VIEW 76...... AT ELPV. 74.5 \ SOURCE: U.S. DEPARTMENT OF AGRICULTURE, SOIL CONSERVATION SERVICE, STORRS, CONNECTICUT / PROPOSED 1 `\ / POOL j \\ Placerin.€nt & Cm.istruction Of w _l� w 4.. \ N.T.S. / EXISTING SEP •..-- ;_ _y' �' . � ' ' - . SYSTEM ( SEE NOTE 4 ) 7 �SILTFENCE `\ EXISTING 70 FOOTING DRAIN / LIMIT OF INLAND WETLANDS \\ (SEE NOTE 4 ) \ \ \ IMPROVEMENT LOCATION PLAN DEPENDENT RESURVEY PREP- ABED FOR 30�A'�' .n� �,,,,,,,oS 10 �C �"0'��T�7._, �� MELISSA C . 8c GARFIELD ': f 'nua i VAUGHN ,s nor. -31 \ / �\ 1021 ELLINGTON ROAD 0 �. Q, V �Co SOUTH WINDSOR , CONNECTICUT ,/ ry 20' S.Y - - - N /F ANDOVER EQUITIES, Inc. N /F THE MILL, Inc. MAP REFERENCES: 1, SUBDIVISION PLANS PREPARED FOR LOUISE AND JAMES NEARY, 1015 ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT, SCALE:1"=40' and Rev to 10-15-99 By DESIGN PROFESSIONALS AND EUGENE S. SMITH. NOTES 1. THIS MAP IS DEPENDENT ON THE MAPS REFERENCED HEREON. 2. THE SEPTIC LOCATIONS AND FOOTING DRAINS 2. THE TOPOGRAPHY IN THE AREA OF THE PROPOSED POOL WAS WERE TAKEN FROM THE FIELD NOTES OF EUGENESMITH, PLS. FIELD VERIFIED AND CONFORMS TO T-2 STANDARDS OF VERTICAL NORTH STAR SURVEYING AND ENGINEERING LLC THIS SURVEY HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES SECTIONS ACCUACY. 20-300b-1 THROUGH 2O-300b-20 AND THE "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" 998 FARMINGTON AVENUE AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26,1996 AND 3. THE ELEVATION OF THE 100 Yr. FLOOD IS GIVEN AS 56.0' AS PER WEST HARTFORD, CT 06107 860-233-6312 CONFORMING TO HORIZONTAL ACCURACY CLASSIFICATION OF A-2, FLOOD ZONE MAP No. 900360007E Rev. DEC. 16,2005. DRAiIN DuTR TO MY KNOWLEDGE AND BELIEF, THIS MAP/SUBSTNTIALLY CORRECT AS NOTED HEREON. 4. THE WETLANDS DEMARCATION AND THE SEPTIC LOCATIONS WERE RPM 08/21/08 TAKEN FROM MAP REFERENCE No. 2. THEY ARE NOT DEPICTED IN THEIR ENTIRETY BUT THEIR CLOSEST PROXIMITY TO THE PROPOSED APP1101ED DATE Lic. No. POOL ACTIVITY. 0' 30' 60' 90' RICHARD P. MAR L 12882 5. ALL EXCESS EXCAVATED MATERIAL IS TO BE REMOVED FROM THE SITE. S'CAU SH.K. 'T PRO rRCT NO. 1" 30, 311 ,. _ - ?.-, ,,; : '--J..;4 . .n:... �.,!W_..,-.�..r+ `y'iis ..;iTi �.rw y'S: F.t =Sl, 1:.. �. �,� r� :.7",rs .`dS,, ._+, ±•.r,,.� --;iR- .,,r !h f .tm k i:- a - .I,. � ,. . .. .i �- .r•,: d .•!' .13�11 c;.- $.yam;W , `�' . k. n ,ice,. �r�-. ,. .:Y' n.q ":. - ,.r F., 6 x .�;t - , , ti - ` sJ!i� .ET;4!.. ,R y ,ids '?'9W!•'Z. '!! N .t u n .. : n .,r. ., : 4 j ' ,- , - v ,. .... ... ..r.. 1'T" !. ...w f .'lam ..f' ,,V fi s. h .:. i. 'Sn'. '{' "1 KI-i a'1 .. r - -u x 4 c... 1'.•Er S A,' ). ,t' �, M1 ..2f A`..' 1 k '.ems ,�.,�I. v., .s.. .. , _ aw. :. .e - ." -.;w ° - 'ii''�-`i i'+' '�':G;mrp• r ' ;r' .'. , �< _ ,r. i. _ a n2 a- I - ..: 9' r -.. .'fix 'b.- �/:r . .a _ Jr r .: .^a? ,. - .- e - t.- t: :b-. .r1' Yr•a.i - „_ .u. : S. .:.r ,...,.'.• '... i < �� ;' _fit +r' r.... �'i,+4. ,.1 ,y� 'l rl, Y. r \ ,. S- ♦ P r s. 54 1. - r `N.s.,, �.,>,, plivr- a,_. -. ..' �.r. .. .. , .a ,t r - �i� :K l.' .a >,a.r r < yy 5T 't:' �" , A 1. 'x H ' • , r _ti_ • t ' f.'.a• I. LEGEND NOTE w;� - ----------- ---.---__-- ------- ---- -- ___ _ ;4 °,- ----- SE SON TAKENFi� H MOST S IC1i- -- PART THE SYSTEM. r Q IRON PIN TO BE SET - -- �-- ---- - `., • EXISTING IRON PIN _-_ --- _ --^ BOTTOM .G TRENCH NOT TO XCEED :;6" INTO EXISTING GRADE. - ■ EXISTING MONUMENT . I�4 El MONUMENT TO BE SET � 78 00 J; ZONING DATA BLOCK _ -__ __ �_ _ ____ _ 330 EXISTING CONTOUR - U_j- - N NOTE: BEARINGS DEPICTED 330 ZONE: RURAL RESIDENTIAL II ? O� HEREON ARE BASED ON A PROPOSED CONTOUR _ _ -- --- -- - - - ------ --- -- - - , -_.. _ _ N 11 --- _ I` _ a MAGNETIC READING FROM SILT FENCE 1 �` ITEM REQUIRED/ALLOWED (CD) PROVIDED -_ _ ___- - -------- _ Z _ EI` > � N 1958. Ex15i GRq 2 - - R� s.� te, ' PROPOSED SPOT GRADE Lot Area 80,000 sq. ft. 161,190 sq. feet ''ro IY z '. Lot Width 175 ft. min. 343.6 ft. 74 ��. Lot Depth 200 ft. min. 631 ft. - __ _�_ __ _ - -_ - -- - _ -- =a.-4 N lM°c� Lot Coverage 10% max. 1.4% GO PQ� 3951 3 � N/F - - - ----- - _ �l Side Yard 20 ft. min. 47 ft. __ _ \gANTI-TRACKING HAROLD B. �c LAI TSUN Rear Yard 50 ft. min. , 437.6 ft. 0 PO PAD Front Yard 50 ft. min 88 ft. ------ --- ---�---- - ----- - -_---- - - -- -- - - cd' 15 IMPERVIOUS COVERAGE N.A. N.A. 9 MIN. rr " I�QO � ;pa�%_ �' `♦ M U RR A Y BUILDING HEIGHT 30 ft. max ' < 30 ft. 70 ' ` w\ �' -\O\v -_�!\� OAP <�.�'`""'y p 4 18 MIN. - -- -"---- MOTTLING LINE - ---- < . a \�C 4 =r F11 `/� ?0 `\ '+ ' )2S9 PROPOSED GRAVEL DRIVEWAY A ---t- __ I ____j 1 1 1 II �� I,REMOVE GRAVEL 1 ` OG DRIVEWAY PORTION TO BE PAVED - , s ` \ 9 0 9 ft \ / 10 30 40 50 60 70 80 90 &. ,} ',, SEPTIC NOTES: v �' .` U, � �8 \� i--- EXISTING FENCE TO BE ELOCA11D N/F ,I \` \ �z' ` TO NEW PROPER LINE M ATTH EW SECTION A - A THROUGH SYSTEM ",'. 1. HOUSE SEWER TO BE 4" I.D. EXTRA HEAVY CAST IRON HUBLESS PIPE F tY ASTM A-888, OR APPROVED EQUAL AS SPECIFIED IN TABLE 2 OF THE � k CONNECTICUT PUBLIC HEALTH CODE, LAID AT A MINIMUM SLOPE OF 1/4" PER LINEAR FOOT. \ \ MARSHALL SCALE: HOR. 1 "=10' �:�A 2. TOPSOIL TO BE STRIPPED OFF PRIOR TO FILLING. FILL MATERIAL, \ VERT , IF REQUIRED, TO BE PERVIOUS, GOOD QUALITY AND CLEAN -, � 5 \ - \ ,t. FINE SAND WITH LESS THAN 5% FINES, PLACED AND COMPACTED tJr rn Eo w4 `` \\ / � .°., IN 6" LIFTS to 90% DENSITY. FILL MATERIAL TO BE PLACED PRIOR TO fib ' �,� \, I t s,V TRENCH EXCAVATION. NO TRAFFIC OTHER THAN TRACK DRIVEN FQUIPMENT 1' 7 ro \ �, -'t a •4 IS TO CROSS, DUMP, UNLOAD OR OTHERWISE COMPACT THE FILL off/ 4.,� \ \� �• ': ', . r' AREA AFTER TOPSOIL REMOVAL UNTIL 12" OF FILL. MATERIAL t QQ%FI �11 - \ '\ o- �' TO BE DUMPED AT THE EDGE OF THE STRIPPED AREA AND LOT # 1 OP•Q`�O �� RON PIN SPREAD AND COMPACTED WITH TRACK DRIVEN VEHICLES. 76 ,`� PQ1. Q- �L \ \\\ » SOILS TESTING 5/5/99 ' ' ` q. 3. SYSTEM AREA TO BE LOAMED, SEEDED, AND GRADED �e`' IF I \ \ D BOX ELEVATIONS SEPTIC SYSTEM DESIGN r TO SHED SURFACE RUNOFF AWAY FROM SYSTEM. ti0 O�� \ HIGH LEVEL OVERFLOW T P #2A " ' k �. a � �� DIST. INLET NO. BEDROOMS = 4 ' k A<I' 4, NO UNDERGROUND FUEL TANKS, BURY HOLES, OR OTHER S1, N/F AND OVER EQUITIES, INC. Box ELEV. ELEV. N0, LARGE CAPACITY TUB/JACUZZI = 0 0 - 16" TOPSOIL ' . I- t', 75 SO' 100 - 200 GAL. = 0 >200 GAL. = 0 16 - 50" RED-BR.SANDY LOAM SOURCES OF POLLUTION TO BE WITHIN 75' OF A WELL. 00•, tti / \ E "A" n2s 72.so REQUIRED TANK CAPACITY = 1250 50 - 62" LT.BROWN COARSE SAND - „r._ •,p \\ 11. PERC RATE = 1 - 10 MIN./INCH 62 - 80" COARSE SAND ? 5. IT IS RECOMMENDED THAT THE HEALTH DEPARTMENT BE CONTACTED \ 14 , REQUIRED LEACHING AREA = 660 SF NO WATER NO LEDGE MOTTLING ® 60" , , BEFORE ANY SITEWORK IS PERFORMED. \ 8 •a• n.00 72.2s �, / \ /?. TOT USE SYSTEM WI1?i EFF. AREA = 3.0 SF/LF c:: ` \ 1. p -4O TOTAL TRENCH LENGTH REQUIRED = 220 LF "' ` � 6. SOIL TESTING DONE BY DESIGN PROFESSIONALS, INC. AND THE TOWN OF SOUTH WINDSOR SANITARIAN. / o "C" 71.50 -- PROVIDE : 4 TRENCHES ® 55' T.P.#2B ,,�j 8 . o `\ TOTAL LEACHING AREA PROVIDED = 660 SF • r <K p i 7. AS REQUIRED BY THE HEALTH DEPARTMENT, THE DESIGN ENGINEER ` 0 - 16" TOPSOIL I,- + r1'< li2SHALL SUPERVISE STAKING OF THE SEPTIC TO ASSURE CONFORMANCE 16 - 55" RED-BR.SILTY LOAM1. ° TO THE PLAN AND ALL REQUIREMENTS OF THE PUBLIC HEALTH GRAVEL EMERGENCY VEHICLE1.55 - 60" LT.BROWN COMPACT SILTY LOAM .> , ' t' '. CODE OF THE STATE OF CONNECTICUT. >> �' TURN AROUND 60 - 84" COARSE SAND ' NOTE: ALL D BOXES ARE HIGH LEVEL OVERFLOW `o, A O \ M.L.S.S. NO WATER NO LEDGE MOTTLING ® 60" ; t , 8. ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH THE STATE OF CONNECTICUT DEPARTMENT O 1 ' I4` OF HEALTH CODE. 7�- 220 ',-. LOT 2 ,_J C W4�. \ HYDRALULIC FACTOR (HF) = 24 ,. �\ vS rF19 \ (DEPTH = 54" SLOPE = 2.3%) T.P.#2C t A' f' \ 9. NO STORM WATER, GROUND WATER, COOLING WATER, OR MATERIALS CLASSIFIED AS HAZARDOUS ` 10Z Q c_ cf \Y\1\ c� FLOW FACTOR (FF) = 2 D - 12" TOPSOIL 1 ,4x ARE TO BE DISCHARGED TO THE SEPTIC SYSTEM. \ . OS� �Do `_ I / - (NO- OF BEDROOMS = 4) 12 _ 29" RED-BR.SANDY LOAM '! v \ ?'OP ' I \ ---"" 74 PERCOLATION FACTOR (PF) = 1.2 29 54" GRAY BR.MED, SAND ,�,. � , 10. IF SOIL CONDITIONS ARE ENCOUNTERED THAT ARE DIFFERENT THAN AS DEPICTED ON THIS P �, GJC I I _ - 54 - 80" COARSE SAND ` ;� , 6 (PERCOLATION RATE = 1-10 MIN./INCH) PLAN, THE INSTALLER SHALL STOP WORK AND NOTIFY THE HEALTH DEPARTMENT AND THE O �a, b,`Z y / ,j> NO WATER NO LEDGE MOTTLING ® 54" r `'w `" I O 6 \ 0' M.L.S.S. = HF X FF X PF = 57.6 LF � " DESIGN ENGINEER IMMEDIATELY. �' \ 0 P PPROX- LOCATION �--\� _ ,.+,, \\ p !� y 11 BURIED PROPANE s �`• �•, 11. ALL DISTURBED AREAS ARE TO BE LOAMED AND SEEDED OR PROTECTED BY SILT FENCE IN - C N �2�, / / �4,, f_ 3 . AS SOON AS POSSIBLE. 111 ' \ v • rt" " 12. ALL GRADING IN THE AREA OF THE PROPOSED SYSTEM SHALL BE DONE TO DIRECT SURFACE I 1250 GAL. PTIC TA K 2'6 . 9 73 50 --n -7 b.?- ? ; - `% r \ PERCOLATION TEST: F I ,. , `gbl,! £ TIME READING `rt ,l RUNOFF AWAY FROM THE SEPTIC SYSTEM. 11) G _ ,6° -_ ' 13. TRUCKS SHALL NOT BE PERMITTED ON THE FILL AREA UNTIL AFT= _ - RS" '2•' Ci= =1�- ,-It VF l V•_ \� R a rn ~ BEEN PLACED AND COMPACTED- _ � , M\N PR�P05E� N� V LO#� \ U 8.75" "U err _ T 17 5 11.75" � _� I 55' 25 -A U0 X75.5 161,190t sq. ft. \ `� 10 14" ark r ' ' r 14. ALL FILL MATERIAL SHALL BE PLACED AND COMPACTED TO 90% DENSITY PRIOR TO THE \ ' "A EXCAVATION FOR THE TRENCHES. ENV 7 TP Z \ ` 3.7t CC. 15 15.75" CO O I TR 2 ? 00 „A„ \ 0 � r2s�E 20 s CP71c R 28 0G ,� 25 17.75" tq 15. ONCE THE TOPSOIL HAS BEEN REMOVED FROM THE AREA OF THE SYSTEM, THE CONTRACTOR UI � S ' SEE TALE) / �� I I ti-7 V°cp,, � \ I I., . SHALL SCARIFY THE TOP 3 TO 4 INCHES OF THE ENTIRE AREA PRIOR TO PLACEMENT OF FILL. �` \ D% � �� \N, �gL We '-GjklN- � /! `\ f PERCOLATION RATE = 1 - 10 MIN-/INCH ...�- SCARIFICATION SHALL ONLY TAKE PLACE WHEN THE SOIL IS DRY AND UNSATURATED. _ B \ _- L \ o .A_ TR 2A25 O,Q tN poo\� � ` O?f, I y-i L � ` *° 16. THE BOTTOM OF THE TRENCHES SHALL BE ADJUSTED AS NEEDED TO MAINTAIN A MINIMUM i+ I ,4 /NV` "q" ~ U' 00 I sti 0 ,./ GA �. :r: .11 OF 18" TO MOTTLING, AND 48" TO LEDGEROCK. ALL ADJUSTMENTS MUST BE APPROVED BY I USER 1, ZB / R. � -f' THE HEALTH DEPARTMENT AND THE DESIGN ENGINEER. - F R t 1 C. �-q-4•-�� `� - - -- - �r \ \� �\ \ /� 1" ;'I 11 l r. ;�Y_ T I _SERVE I/�V, 2 5 2'I 5 . _ f I �`,. \ / �� o ,`,, _� ,;� 17. A BENCH MARK IS TO BE SET AT THE TIME OF THE HOUSE AND SEPTIC SYSTEM STAKE OUT. - -,` �1 S �` '-_ �___ ! f"� \/� �� '1 '1, "b r:. ? EROSION CONTROL / SITE CONTACT: GARFIELD VAUGHN - TEL. (860) 741-8608 1 R� RES�R� 5' -�// WETLANDS IBACKK U-NE`" '�+ .___ _� \ �� i� 1 - gyp t `�� +1t - (�� 1k r ,�' INV. = 68.5 �` +'-n +.. .,,� ,�^ �.� �� " "'� �-� tM7H RODENT SCREEN. `� . ��=`- - , » vw' s � `-mot -111 71""' - 1}_ _ - - I-- --- �\ x -I% MANHOLE EXTENDED TO GRADE- '�+ - (REWIRED IF FILL OVER TANK EXCEEDS 12") I--- �„'� "A` 70--------__N_1 �`��I� - _ - _ / • _ f j "+►' "�� 5 r---- f' 1 -� ��Vtt19�976.249 E (MDC) s C 7@ak< .-.� 8- -- - `�.-- -/ 1 /--MANHOLES "��. / •, r11! v• . SEPTIC SYSTEM X -� ', .N. a ,r I j SCALE: 1"=20' �11/ INV. 64 / _ _ >' / =68.5 -_� a/ I 1.-V INLET o :r � --•- ounEr �% W/ RODENT SCREEN 62�f i-� -- ,' .� ' - %'o.s�I 1 M� _ F Z I ,,., - - --- .------ �_�._. 60 o _ OUTLET BAFFLE -�� '` �ry I ` O . INLET BAFFLE o �a. / /% �' I - ' /'I rY� -- Ii CONNECTION AT MID DEPTH 4 54 --"- l - O � - I ---- , t r , > p GAS DEFLECTOR `- --- --�-,_ -- - - .£_ _y , s J T 1/3 REQUIRED -��-_-- _. - �--__ _`� . 2/3 REQUIRED CAPACITY IN jCAPACITY IN SECOND FIRST COMPARTMENT COMPARTMENT at 0 �' rr. I P V CRFDRATED �\ \ IS CONTOURLO6D LINE �� \ ' , I. r 1. SET POST'S AND 2. STAPIF THE SILT \ \ \ hh V.,:i .,- I ANGLE O POSTS EXCAVATE A 6"x6" TRENCH FENCING TO THE UPSLOPE FROM POSTS. END OF THE POST ``�_' r /' I- _- __ LENGTH NOT GREATER THAN 4 TIMES WIDTH OR DEPTH I Fit 0. I �J6' MIn. FOR STTLBILITY ' POST FENCING � \ \. /--�"-�-- 1. 11`3., f-' 12' rFin. CLEANING. `\ __----___..-� t ', TWO COMPARTMENT SEPTIC TANK %\ �\\ 95` ,r MIN. \ �'V 4\ r \ % _ � \ g. ! r REF.: i tih 6' min. - gym' r d .a \\�� z' '�--- _ If-III=_ I �_ -1I t -I -III_ I-iT �00\�� ° .��'� �; '' , r. I' Broken Stone -III- III-I II I I I�I I- -III- I I��I I�I I�I I- 00• \ �/"� "�� '� ° r 1. "PLOT PLAN PROPERTY OF LOUISE C. NEARY ELLINGTON ROAD j ,,l'. ° \\ or Screened T II �- ��1I-� J f _ '� i ' SOUTH WINDSOR, CONNECTICUT SCALE: 1 INCH = 40 FEET t �� \��\\ ��\�\� �\ � Gravel =11I=I�I=11r =11I�IIIr J ��'� JULY, 1977 REVISED 4-27-78 PETERSEN & HOFFMAN LAND SURVEYORS . L' _\�\� >\.�\\��\\ j��\� ��\ �� \ Mq „ . 3 ,4 18' >nln: ` \�FM�T/C\ N g8 36 I-i� �' �, •'�.� ' 2. "PROPERTY SURVEYED FOR LOUISE C. NEARY No. 1005 ELLINGTON ROAD - s 48' SOUTH WINDSOR, CONNECTICUT SCALE: 1 INCH = 20 FEET DUNE, 1977 C t7N\ ,050?, �60 D� / I : PETERSEN & HOFFMAN LAND SURVEYORS `• I 3. ATTACH FILTER FABRIC TO 4. BACKFILL THE N/F THE MILL INC. \\ � �_.---- �' //^"�' /, - GROUND WATER FILTER THE WOODEN POSTS AND EXTEND TRENCH AND COMPACT n n n n n O L " '' ' L :M!x f FABRIC IT INTO THE TRENCH THE EXCAVATED SOIL. _ ' 1t t 3. "PROPERTY SURVEYED FOR DANIEL KOBYLANSKI ELLINGTON ROAD - MILL POND o 0 0 0 � ->.�� , SOUTH WINDSOR, CONN. SCALE: 1 INCH = 20 FEET AUG.. 1958 REVISED , 4'-0' min. 'I'' �/ t L � C313 TON ro CE \A,�' �h 11, SEPT-, 1958" (ALTON E. SMITH, L.S.). COMPACTED `�.�-„� ��- a O n n OVER FILTER FABRIC MATERIAL PLA D ° 4 s c r at, tsa R.. r BACKFILL rm�O � Z r *I ,.;, ..r } .. ' �:> ,� . . 1" +` w��ir CI O O n n n I. y4 rr .��I""'• L 1U•' , a , i ._� . H T Y VIA H. HOLDEN ELLINGTON ROAD LEDGE .t r+r �. r+-' SC _ 000 0o x _� +> '$::,,•, +a .. ,. ., ,., 4. "MAP FOR J. ERBER & S L �. ..: \\\ - - - 4 r. r �. r AFp'.r N A cc ,., -. *_ N R SCALE 1 = 40 SEPTEMBER, 1979 WILLIAM J. CARRINGTON, ,, "L. 4 \\ / r, I - I 1_ , �'3 :. - ..: . '"'a :- , + i SOUTH wl DSO ->r� --�r--T; \ � I OWNER l APPLICANT . , F, . ,1, f �c� =G •k; ., ..,. ,, *+': � \ '� ",9 - - - - _- - - - b' t:' ,. .,.'` 'S'' ,1¢ w. a �' r: O O n ;.yh } ".l" _XY: h - I T I 1TI_ r K E. 4r, c R G. L.S. Q` c ,s : _ E II o = - -T - -n r ,. . ', >+, w: r ► ;©t ono on i � � +: x,a.r. c� ,\ . 1- - F - MELISSA & GARFIELD VAUGHN i 4,: ;; M. •-.+ y ri. fi c, .. .a.. ._ -111_I I I- �T _1Tf_ I_ cn o; "_ fF I t ; ,'; :,.; c: , J - , - r.-k Ar c '. 3.?: 'Q }ll F, J n " -r0 `, ;"'r+{• `.rs. AP PROPERTIES TI OF S.H.HOLDEN & SAVIN BROS. INC. :i - I I _ rear _ ,h l4: *; t �, 5. SURVEY M RO ER ES r. - �I I III I w �r r• - y I�I�-y III 188 POST OFFICE ROAD 12 . ,•• «. yy :>.• •� . t x ;t :,�,-• . .., v L - �.R n "'l,'. .x'-.� I: wr r cgs: .. r r, r _ _ # r 4s c9 ono oan .:t �. ' �' 1' 1 DA E D 8 n �t_ z, ar' .~ "1 SOUTH WINDSOR CONN. SCALE 00' _ - 4 � SOU ( i -r - m , ? r '.k1 Jf' -' P r ',,.. „ ENFIELD CT 06082 E a O. r• ^_ 4: �-{1 f� Y'-Y• !` r F P.E. to EDGE OF PAVEMENT F & L S. - #H 0 E 11- 1 I R ESL h. u GO VEC - 1 2 83 .��: RE SE "L..f• 4 a e . ." o.. ., n.. Q 'a. TEL. 860 741 8608 _ C N TR U TI N F YN TH TI F R AR I • TYP: .AL IN T _ 0 S C 0 0 S E C ILTE B R ER ( } ,f.; , : 1.� � ' ` '�" LEACH G RENCH � � - _ " - ', ,., E SO+a z ti r THRU STREET '1 dA" i F'} F i N ARY -' �-, r a+ 3+' 7 F PREMISES UW ED B . �.•. No. ` .� z� . .= P RTY SURVEY 0 - � 13E .'f s �=,x. r 'S' G r , >s.1 6. PRO E ,. 44 t+c, ',. t ,• . .-� <." ! * t'' k «�' �S •. .�a CON TR T - ,-, '. ,': , '• _ �;' . n .: , .. • S UC ION ' ' - -. cr - .... • ,. "'.` .. „ ., ., r:�, a- 5 °"t.s- :i,a ,'.,, `_,,a a t .',v '- '1L t�}`" . . - s.- .. ,, : ., / \ r ., .. ..J. .. > « .• s ,..'Y. ,., f•^°1".' :.rk, a V +ti�' d'"' i5 '... 6,•' ELLINGTON ROAD, SOUTH wINDSOR, CONN.,SCALE .1 40, FEBFEB.1999 f . .., i :r p c� 1 >~ ANTI TRACKING APRON . E N S r e i.M ,- �h a, 3:- . , r.,.,>'�,.,., i '7 \'+ . r... ,., a . $. .e*tf, s. ?v t. <¢ .g: r••F `+e'1'' 4�♦ _ , NOT TO SCALE / \ w ,,. .<.,: x.-. .� :'t �G '" .,Fa t ' :" + r PETERSEN & HOFFMAN LAND SURVEYORS . E / '�, r V. , - a E ! y ,• ±. r y., T ?k r .`.r.y r xcwaxtwr►'" h N.r.s. ,. ,v E ! \ �," _�: } .,.,� •, t..a '..g_ ,.,r t ',a.Y,. .1.. e- ,... =i- :r�.+-' :r f: '.4, - fi-. .�.:'r' ✓ ai.: ,a.. ..•i�(r .;-r:,' ,/ I,. I / \ y i r. i T / aS \ f. t:. r Pei' f e- r / \ ,•tr, e: v 3,,: ., rt r, a r. `'�y�, ' -i•`t .t ,�y,,�,-'K -,: ker> rt '%�. ,r*,'te�`G.5_ ...r j9. // \\ ,_ ,. ,-••+....k•. + N,'. h ' ..t,•s,,�'. k .. ,,: fir. "' {ju �g,y '' .`_''�;,. �1e�- A.. a -A .r �k. Y-'.:e :. ,; * 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-I THRU 20-300b-20 i 860 291 8755 G° LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE F " ■ PROPERTY PLAN PREPARED FOR: _11111111111111111111111111111111 �, ' 0 THE REGULATIONS OF CONNECTICUT STATE AGENCIES - STANDARDS FOR SURVEYS AND MAPS IN THE x. {_ ".<; '. '.': :;F: s:� °•�• s a >:: INFORMATION. ALL EXISTING UTILITIES SHOULD y, " +` � " �"` � I` ��'` " ''.<:1' A �� rt'` 'o-•� STATE OF CONNECTICUT AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS GRAPHIC SCALE (� © � ,." `°' c N TRUCTION. s x ' 't Iw K¢r !1�► � ;. j '. t!- L5 �, ,!r+;" ',; •f;j. a' ,' :, ■ -, *.,. BE FIELD VERIFIED PRIOR TO COS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2. 40 0 20 4D e0 eg�g'� > . a .� , .. �„ �}{ <. -,1 ,, I. . MELISSA 6z GARFIELD VA UGHN ., t, ,.,,.,r ; 11 yam �' 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD ■ ■ A 'r. �!'•, c: BY A LICENSED LAND SURVEYOR PRIOR TO TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 00rof DESIGN:SIH DRAWN'SlH CHECKED: RJA ¶ 9 �\ 1. ..•. ' .:. t NSTRUCTION. ;;4,t, Y; .! _rif, a�. t..r ( IN FEET j Y ra µ'?�: S S I O I S' t ■ 11®NJ� ��®� ®611� kb a"r r CO Sn•'r*:.�} 3. THIS PLAN IS INVALID UNLESS IT BEARS THE °4 ,:"l: 5/2/00 Addecnotes ler town comments RJN ' x' 3,r+` ; �" . , A. ii 1. n• _ ` �� i , ;� 1364a = t•� ~ i inch = 4o it .'� ! Civil Engineers Planners Surveyors CIS ✓oa No.: 99->199 DATE 3/31/00 1 }• ", IMPRESSION SEAL AND ORIGINAL SIGNATURE .,� •• Y R -: .r' NO. DATE IESCRIPTION BY EUGENE S. SMITH L.L.S. WN- P T R N H F rt� y a. z . r fl_4, LIC. No. , :.; : < t:a �,; k r I ®��I�i �II��®� lC®R�I�IEII��IJ� �� r'=.` : OF THE PROFESSIONAL ENGINEER/SURVE 0 ,� r O LR, E E SE & 0 FMAN t1 : ... . ¢¢� • s . _-�„x, 165 south sotelllte road south wlndsor connecticut 06074 ORAW/NG NO.. C. �AAJOB,991159iiLOT3Y,DWG L .. - - - - - .. ti.: .....,- ,.• - yi , -: ., ..+� ..- .. ,- -, .iiMi .,a±l,:a�r��.'fi,►i..1..: ,s.� •r�f �„ +�,.,. :iv .�..�...�,a,w-:.-+__o...a..,.