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HomeMy WebLinkAbout261 MAIN ST DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT PERMIT# Application is hereby: TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT APPROVE 1540 SULLIVAN AVENUE Bldg.Permit# EB 2 0 200 644-2511 ext. 230 Date uilding In r 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$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT APPLICANT ADDRESS C, Ul t'l f 4—A4!ju e-n (2, T: o (o 4 73 APPLICANT PHONE# U —� y V OWN S 4. OWNER i4 a-� OWNER ADDRESS OWNER PHONE C ESTIMATED COST$ 4-1 yo �It IS THIS A CONTRACT COST? Yes _No FEE ENCLOSED$ r�d TYPE OF JOB: SOR'CO _New Installation Alteration/Addition/Repair Revised 4/01//2002 APPLICATION FOR ELECTRICAL PERMIT (continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A RESIDENTIAL BUILDING PERMIT APPLICATION?RYES ❑ NO ❑BUSINESS CURRENT USE AND OCCUPANCY_ ❑ASSEMBLY ❑MERCANTILE❑EDUCATIONAL FUTURE USE AND OCCUPANCY r717fl \ ❑INSTITUTIONAL ❑FACTORY ENGINEER'S NAME I PHONE ❑STORAGE ❑GARAGE ADDRESS ❑MIXED USE (Other please specify) CITY STATE ZIP 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 AD D NUMBER OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS ,2 NUMBER OF SWITCHES r 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 , 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. zt/) 46) P7 Z_/ c' T CONTRACTORS LICENSE NO. E STATE SIGNATURE OF APPLICANT DATE i -:7 � C N69 4?3>••�, \ \ 200 00'\ l DBL 24" MAPLE T /a3 4.54 \.S � I P SET 3 \ "� O 2?3• 35`33 �t / BIT DRIVE - I.P SET [ I� "� 44 tip` SNET/653 06 \ 33.92 e*17S \ ` Ry£qO N l l ",Vol -33- 7 N OR��FWq r \ 90 00' l l l /F \h,ARI \ Ott�.. NOTES: oo , \ / /, eFRNq ��IS A 2)�90',DO,` I P SET 1. HORIZONTAL � Rp ✓ 00- / 2 •SUBJECT LOT I P SET PER THE TC / 3 3. PARCEL ZONE 4. FOUNDATION s. THE PUBUSHI w \ THE BASEME 6. HOUSE IS SE 3 / EIP LEGEND ® PROPERTY CORNER _ M _ EXISTING CONTOUR AND ELEVATION CONTACT PERSON i •287.3 EXISTING SPOT GRADE WILLIAM AMAN C/0 wLMAR CONSTRUCTION 643 STRONG ROAD MAP REFERENCE: SOUTH WINDSOR. CT Ai R i 2rf- South Windsor GUILDING DEPARTIMENT TO THE BORDINC DEPT. TOWN OF SCUM VANI)Su• This certified that this plan and si-cifications ere tru copies of the proposed building or alturation4 to b. erect ►,/�ed at Z(P ( Inclnl S V Str,. together with amendments stated ,n dpplic.tOro a ,tied with plan and 1 agr,e to comply with .II ?Ono- Building and state laws and s:,ch orders as ata.t issued by the Building Departs nt during pe,,.len: If this application an final i ante of a gym. Permit. I Signed This plan is approved subject to the cond tion it; orders and ordinances regulating buildr',g shad L, complied with. Conditionally Approved These turd wlto Building Inspector _ Dais 7?3O Proposed building's;, uso(s) andlcr structurci,;, as conformance with current South V;; regulations. Variances and special exce .l._ may ap iy. to y �� ;,,l r I N/F BERNARD J. HART EXISTING IRON PIN N 20017'23"E (TYPICAL) 112.00' 20.0' SILT i 35 FENCE PROPOSED 34' X 16' IN-GROUND POOL 20.0' p OPOS D 4. N ENCE s _ 50, '.�—..— — —•=--I Q I Q N 27 PROPOSED SILT w J ELEVATION 1 FENCE ' TYPICAL — I v RESERVE I Y RESERVE EXISTING_ — _ J EXISTG / CONTOUR co ( m I (TYPICAL) o w( ; j N O N'� 32' �. O / I 1 i NIA 4 �. F- Zco \�3 Q _ ( ( 34' 22' o # 261 I, o � }' w f � I t 27.8' — m Q I T.FNDN.=36.8 Q w I25.7'w — F.FL.=37.8 GARAGE I _ W I 1 GAR. FL.=35.5 22, I ' Ill W 2r N Z I I OPEN PORCH 1r 11 Q — — 50' U1 I Q 3 ► U o_ r. 52.9' � > 8 C; nl 0 1 o�= Q�U / r. wm� / I� Q 1 ova a I ) 102.00' I ` �20°17'2 'W IMPROVEMENT LOCATION PLAN SHOWING PROPOSED MAIN STREET IN - GROUND POOL NOTES: # 261 MAIN STREET 1. TYPE OF SURVEY=IMPROVEMENT LOCATION. PURPOSE ISTO LOCATE PROPOSED IN-GROUND POOL. SOUTH WINDSOR, CONNECTICUT 2. ALL WORK AND RESTORATION SHALL BE IN ACCORDANCE WITH TOWN OF SOUTH WINDSOR REQUIREMENTS. 3. UNDERGROUND UTILITIES MAY EXIST WHICH ARE NOT DEPICTED. SCALE: 1" = 20' MARCH 7, 2001 CONTRACTOR TO VERIFY LOCATIONS- "CALL BEFORE YOU DIG'1-800-922-4455 TOLL FREE. •_, ,---- 4. REFER TO ARCHITECTURAL PLANS OR SHOP DRAWINGS FOR ACTUAL POOL DIMENSIONS AND SPECIFICATIONS. 20 0 20 40 5. AREA OF LOT=_22,379 SQ.FT. 6. PROPERTY IS LOCATED IN A-40 ZONE. I HEREBY DECLARE THAT THIS IMPROVEMENT LOCATION MAP IS SUBSTANTIALLY CORRECT TO MY KNOWLEDGE AND WAS PREPARED IN ACCORDANCE WITH THE STANDARDS OF A CLASS A-2 DEPENDENT RESURVEY AS DEFINED IN SECTIONS 20-300b-1 THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES-'MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT'EFFECTIVE 6-21-96 AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS ON SEPT BER 26,1996. PETER PARIZO SURVEYING AND ENGINEERING 536 SOUTH MAIN STREET WEST HARTFORD,CT 06110 PETER PARIZO,L.S.14653 DATE (860)561-0238 14AR I South Windsor 13UILDING DEPARTMENT 109" TOSY7; n,^i. f :•,!p �I:rr, yrd hh am,ndmtnts stated ;n w- Jpd�5 and I agroe t.� cJnrPly yr t~h�LaiMr. fate taws am and such orders `t -tv the Hnilding nr. +PP:icatio P rtent du Pend,.,,. d final 'iivatl o a b�iid�n� his nL.�rr is __ 3PPr.ved sub a 's '^d ordinance lest to the aondltior, r d s regal,tin I:.., w�ln. bwlding when Ca ndtliona l l f Approved These filed with �� .i`�lrF I _ tllk r` ei. ng Ina ctor d Z-+d Cter4 t• 7/ No. us eis) andior stf uctUr£.,.. shown on thl;s plan appear;;) to be , onformance with current So;:th Wild .gulaticns. 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No INN■EN■EN■■ONEE E■ E■■■EEEE■rO■i■E OE■EOE■EEE ■E■ ■EEO■ E■E■■■■■■■■■■■■■■■■■■■O■■ ■■■■■NEE■■■■■■■■■■ ■ E■N ■ IN■■MOM EE■■N■ ■■■EE ■■E■■■■■■■E■■EENO■■ ■■ ENE ■ - � I I t o I i I i i L.y,�t I '(�} � �W-._tit �Jr � - • :;. . ,. � ; �I �,. «,-a i W. . _ j � i i ; i I I I I i I i I I ; i I i I I ' I I I I I I I I I I I I I I I I I I o , , ' t , 77- ! ! FF I- i I 4 i I i t i ! APPLICATION FOR PLUMBING PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? ❑ YES ❑NO RESIDENTIAL `I ❑BUSINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY ❑MERCANTILE FUTURE USE AND OCCUPANCY ❑EDUCATIONAL ❑INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE ❑ STORAGE ❑GARAGE ADDRESS ❑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 \ C ` DESCRIPTIONN OF WORK THE UNDERSIUNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND 1777— COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT DATE i k 7zbU`l DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT PERMIT# Application is hereby: TOWN OF SOUTH WINDSOR �� S BUILDING DEPARTMENT APPROVED 1540 SULLIVAN AVENUE Bldg.Permit# ar 644-2511 ext. 230 Date Building In or 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$1,000 - or any fraction thereof Tenant Designation Apt.No. APPLICANT APPLICANT ADDRESS `Ve►1�e. `c�c�v�� C, O��I 7 3 APPLICANT PHONE# �3 `tQow O W N St OWNER i V OWNER ADDRESS SA f: cd 7 • OWNER PHONE C (7! ESTIMATED COST$ 1<;) ' ` IS THIS A CONTRACT COST? Yes No 4. �G FEE ENCLOSED$ TYPE OF JOB: SO R-0 4 New Installation Alteration/Addition/Repair Revised 410IH2002 Elects c# APPLICATION FOR BUILDING PERMIT Plumbing# /I S,2°f 261 Main Street Date: 2=4 ZZ 2 J HVAC # Sprinkler# 30382 FINAL APPROVALS - Estimated Cost $ /Zu Building Permit Fee $ f e V g COMPLETE RED BOXED AREAS Occupancy Fee $ ° Engineering TYPE OR PRINT ONLY Eng. Insp. Fee $ Affidavit Appr. for CO. ;_ t (T4 ► SIGN ON REVERSE SIDE Total Fee $ TO THE BUILDING DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ 196 The undersigned hereby applies to do work according to the following: Applica �dresgs va < lam` �� Location of Work Lot No. Applicant//'s//AZ 2 ��� ! Tel.# Z�03 Town Lic.# S3 a Z Z Owner.6a L Architect Owner's Address Z,G"%/'.�/.c. _;4- Architect's Address 6<,j rt�?��� f Zip06y'1 V Zip Sq. Ft. New Area: 1 st FI. 2nd FI. 3rd FI. Total New Area Purpose of this pe it -..;@ — SLIT 9 N City Water❑ Well❑ Septic System❑ Sewer❑ Ins: HO SP Cert. P7 Area Baseme Garage Approved by �Date °� Use Group - Construction Type Revised 6/02 A I hereby agree to conform to all the requirements of the Laws of the State of onnecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plebs or specifications of the Building for which this permit is asked,and agree that this building is to be boated the proper distar,a from all street lines,side yard lines,and required distances from all other zones and is located in which this b ing and its us, is allowed. Signed l I hereby apply for a Certificate of Occupancy for the work desentped in this application for the permit. Signed DO NOT WRITE BELOW THIS ._INE INSPECTION COMMENTS Inspection / Approval Date By Appl Code Description Due Whom Code Comment ------------------------------------------------------------------------------- **-30382-B 12,000 B03 FRAMING (ROUGH) 02/23/04 JFF D NO ACCESS LEFT DOOR TAG B03 FRAMING (ROUGH) 02/23/04 CJD A E03 ROUGH 02/23/04 CJD A P03 ROUGH 02/23/04 CJD A HEAT LOOPS B04 INSULATION 02/25/04 JFF A WITH CONTRACTOR B10 FINAL 03/31/04 PJP D LABEL CIRCUITS PANEL, CR COMBUSTION AIR FURNC OPEN GR OUTLET LEFT STAIR, REMOVE INSUL VENT B10 FINAL 04/15/04 PJP A REINSPECTION COMPLETE B10 FINAL 05/28/04 CJD A CLOSEOUT **-18782-E 1,500 **-11529-P 2,000 I ' 04/07/2006 FRI 09:47 FAX 860 644 7280 South Windsor Town Hall 0001 ********************* *** FAX TX REPORT *** ********************* TRANSMISSION OK JOB NO. 1165 DESTINATION ADDRESS 98750428 PSWD/SUBADDRESS DESTINATION ID ST. TIME 04/07 09:46 USAGE T 00' 17 PGS. 1 RESULT OK r.. Engineered Systems-Pump Systems-Our-Specialty Septic Tanks Vacuum Cleaned (,�/, �i�a r Light Excavatin Portable Toilets S S Co•�fi u� ,00 /r PIPPIN & SON SEPTIC SERVICE d/� rTo 95 37 Woolam Road f _ �o w•✓�i' , f y 7u� WAREHOUSE POINT,Cr.06088 �' d s i_ 3/i;f'+(860)623-2313 • (860)875-7472 ' G 0/w Fr Lo lY ssi 37-0 �.� �t:�a•s -�'P ��'•'�w«d�� �i�.�' s Pvp/i�G P �Iv '' y3� �\ 14, r� ��°•o �2 6� 30, PSG G �-I �l3 7 <1 Ale � 143� 4 .s• f' s . .p SEPTIC SYSTEM DESIGN: M. L. S. S. E.LP NO. BEDROOMS = 4 HYDRAULIC FACTOR (HF) NO. LARGE CAPACITY TUB/JACUZZI = 0 (DEPTH= >60" SLOPE= ) �lr pw7' CT SIDE BY SIDE APPR❑VAX 1250 100 - 200 GAL. = 0 >200 GAL. = 0 �f� MANHOLE EXTENDED TO GRADE REQUIRED TANK CAPACITY = ✓ FLOW FACTOR (FF) = 2 r�+ (REWIRES IF FILL OVER TANK EXCEEDS 12^) PERC RATE = 1-10 ✓ (# BEDROOMS= 4 ) ••'• REQUIRED LEACHING AREA = 660 MIN 12' FOR H-10 UNIT FILTER FABRIC MAN USE SYSTEM WITH EFF. AREA = 6.2 SF/FT. PERCOLATION FACTOR (PF) = 1 MIN 18' FOR H-20 UNIT COVER•;;,;';; ;,•,•,;•,',•••;;; TOTAL TRENCH LENGTH REQUIRED =220 (PERCOLATION RATE= 1-5 ) •••••••••••••••••••••••••• / _ Z F ............... . . M.L.S.S.= HF X FF X = / INLET o' T - OUTLET NO RESTRICTIVE LAYER, T ORE MLSS DOES NOT APPLY. / E.I.P. 33 OUTLET BAFFLE � N / _ I ---- - --- -- 6' - -- +I INLET BAFFLE o �/F STANDARD INF IL TRATOI�CHAMBERS = 5.9 F Ts/LF CONNECTION AT MID DEPTH GAS DEFLECTOR yARwOpp INSTALL PER MANUFACTURERS INSTRUCTIONS 2/3 REQUIRED CAPACITY IN J 1/3 REWIRED IN SS,14ftj V v � 'L-L(2 i Itit FIRST COMPARTMENT CAPACITY COMPARTMENTOND 32.5 <<`` 4 z� V x31.$ PINE TREES TO BE--REMOVED ?A / NU I y I 24" MAPLE �� � ) + / � LENGTH NOT GREATER THAN 4 TIMES WIDTH OR DEPTH 32. TWO COMPARTMENT SEPTIC TANK yCQ���( d a/1�,c✓ .y� 34.1 NOT TO SCALE LLLIOy YG .t X32.8 c a� 6 h' *� `` / i No. 11963 X32.3Or / \\�C32.5 ° ,� NOTES: \ DB 24" MAPLE � 4 �°� 1. HOUSE SEWER TO BE 4" I.D. EXTRA HEAVY CAST IRON PIPE WITH �033 BELL AND SPIGOT LEADED JOINTS, OR APPROVED EQUAL, LAID AT A ��; O / h `\ Y l MINIMUM SLOPE OF 1/4" PER LINEAR FOOT. N �, ; 221 �� / h F3A•O 2. TOPSOIL TO BE STRIPPED OFF PRIOR TO FILLING. FILL MATERIAL, X32. IF REQUIRED, TO BE PERVIOUS, GOOD QUALITY AND CLEAN N ^O� `V V. / / / / FINE SAND WITH LESS THAN 5% FINES, PLACED AND COMPACTED �/ /� ' IN 6" LIFTS to 90% DENSITY. FILL MATERIAL TO BE PLACED PRIOR TO X3 ;•' / Z N O� 1 / / TRENCH EXCAVATION. NO TRAFFIC OTHER THAN TRACK DRIVEN EQUIPMENT o I , IS TO CROSS, DUMP, UNLOAD OR OTHERWISE COMPACT THE FILL rV AREA AFTER TOPSOIL REMOVAL UNTIL 12" OF FILL. MATERIAL TO BE DUMPED AT THE EDGE OF THE STRIPPED AREA AND of N��2g X32.5 h' I SPREAD AND COMPACTED WITH TRACK DRIVEN VEHICLES. o 2 /� INV� �S /�� 4' I / ANTI-TRACKING RON _ / G. 3° -j OVERHEAD I I 6"-2" STONE O FABRIC \ 2 pQ o // �l EL TEL CAT I I / V R 3. SYSTEM AREA TO BE LOAMED, SEEDED, AND GRADED SNET/65r3 3 TO SHED SURFACE RUNOFF AWAY FROM SYSTEM. 4. NO UNDERGROUND FUEL TANKS, BURY HOLES, OR OTHER �� / M V 30S W Sg• /' , 3?� SOURCES OF POLLUTION TO BE WITHIN 75' OF A WELL. / 5. IT IS RECOMMENED THAT THE HEALTH DEPARTMENT BE CONTACTED X32.7 \ 5 p� w \. 'I / BEFORE ANY SITEWORK IS PERFORMED. � F33 26 6. SOIL TESTING DONE BY THE TOWN OF SOUTH WINDSOR HEALTH OFFICER 4 2.4 �� x32.4,' cj /p 41 ,/ 7. AS REQUIRED BY THE HEALTH DEPARTMENT, THE DESIGN ENGINEER I SHALL SUPERVISE STAKING OF THE SEPTIC TO ASSURE CONFORMANCE 2° TO THE PLAN AND ALL REQUIREMENTS OF THE PUBLIC HEALTH ` SSg 4 X32.5 W \ S Y /d�" / I CODE OF THE STATE OF CONNECTICUT. N f � 1` /p ,/ /J / 8. ALL. CONSTRUCTION IS TO BE IN ACCORDANCE WITH THE STATE OF CONNECTICUT DEPARTMENT FXiST/�� e� 2.62 e _ / n OF HEALTH CODE. Tb4lf, 9. NO STORMWATER, GROUND WATER, COOLING WATER, OR MATERIALS CLASSIFIED AS HAZARDOUS ARE TO BE DISCHARGED TO THE SEPTIC SYSTEM. �R7 x32�` 19 , A/ Q 1 O 00/ • / / 34'34/ Ir% IF SOIL (-nKlnI-nnklJ ARL ENCOUNTERE D THAT ARC DIFFERENT I�1Akl AS DEml u ON T IS `vzF ly rR� Zl 70 �/ / PLAN, THE INSTALLER SHALL STOP WORK AND NOTIFY THE HEALTH DEPARTMENT AND THE DFL Tq 00' / l / DEISGN ENGINEER IMMEDIATELY. eeRNARp `\� 1 S')1 90 11. ALL DISTURBED AREAS ARE TO BE LOAMED AND SEEDED OR PROTECTED BY SILT FENCE AS SOON AS POSSIBLE. / / 12. ALL GRADING IN THE AREA OF THE PROPOSED SYSTEM SHALL BE DONE TO DIRECT SURFACE + / ` RUNOFF AWAY FROM THE SEPTIC SYSTEM. 1. SET POSTS AND 2. STAPLE THE SILT / + 13. TRUCKS SHALL NOT BE PERMITTED ON THE FILL AREA UNTIL AFTER THE FIRST 12" OF FILL HAVE IT ANGLE POSTS EXCAVATE A B•.8' TRENCHjFENCING To THE �' / / / BEEN PLACED AND COMPACTED. 51 UPSLOPE POST UPSLOPE FROM POSTS. END OF THE POST / FOR STABILITY AND SELF- FE N'� 14. ALL FILL MATERIAL SHALL BE PLACED AND COMPACTED TO 90% DENSITY PRIOR TO THE CLEANING. EXCAVATION FOR THE TRENCHES. 95' L 12' MIN. I // / 3 15. THE CONTRACTOR SHALL FURNISH SUFFICIENT INFORMATION (LOCATION & ELEVATION) TO I THE ENGINEER FOR THE PURPOSE OF CREATING AN AS-BUILT DRAWING FOR THE HELATH DEPARTMENT. 16. ONCE THE TOPSOIL HAS BEEN REMOVED FROM THE AREA OF THE SYSTEM, THE CONTRACTOR 1 I Lt(itNU Jr1HLL SCARIFY THE LOP 3 IQ 4 INCHES OF THE Ef`1 LIRE AREA PRIOR IQ PLACEMENT OF FILL. 3. ATTACH FILTER FABRIC TO 4.BACKFILL 7NE I V SCARIFICATION SHALL ONLY TAKE PLACE WHEN THE SOIL IS DRY AND UNSATURATED. IonFk TER 1THE�WoaoENrnPosTS ANo EXTEND TRENCH„�EANo2 PACT / O PROPERTY CORNER 17. THE BOTTOM OF THE TRENCHES SHALL BE ADJUSTED AS NEEDED TO MAINTAIN A MINIMUM / _ Q _ EXISTING CONTOUR AND ELEVATION-, OF 18" TO MOTTLING, AND 48" TO LEDGEROCK. COMPACTED ,"TT+ -•{ Q}- PROPOSE;L?�P�F 0 ,AND ELEV�,,,� OCf�'. B'�� 4l 18. THIS MAP IS DEPENDENT ON THE MAP REFERENCED HEREON AND THE MONUMENTATION E.I.P. L .287.3 EXISTING FOUND IN THE FIELD AND DEPICTED HEREON. l XF287.3 PROPOSED SPOT GRADto .r m Its m NO PROPOSED SILT FENCE 19. HORIZONTAL AND VERTICAL DATUM BASED ON C.G-S. v CONSTRUCTION OF SYNTHETIC FILTER BARRIER 20. SEPTIC SYSTEM DESIGN BASED ON SOILS TESTING PERFORMED 8Y THE HEALTH OFFICER OF THE TOWN OF SOUTH WINDSOR. 2.1. FARciL_ Zbac . A-j10 MAP REFERENCE: �p �J{ � z>•. FouavA►r%*4 -ro e}r eF4UtPPSO w1rK A 50� AP MOLE fro1G A -501-AP f'VMP. �4 � Tom• F-•v Z3� RODp Lehp1CLb TO e1S D1SC_%4AFILL.$O �1l SPI�'PN PdflS. �v �} �, y BUILDING LOTS FOR JOHN J. do EUZABETH R. COLBERT, MAIN STREET, SOUTH NANDSOR, �� C nn �� Z4A• FIaVD dW-ADl'i[v AR,&OfSV -rv4 "OL3SI✓ 6HA-L4 d.t_L.OL. ) A '3 IwIG'►k 1>SGP C� CONN.; SCALE: 1"-40'; FEB. 28. 1959; BY W. H. BURNHAM, SURVEYOR. av �SJ 14 *Z*Vt 6 AT A. pt�jf&"e-t c5F & REST' F¢,©wt -rAr. r-roo vA.r,or ' .d5 SPEGLG►aO 1rL -rRf gT,o.� of ao..►+tEe.rto��' p4�1L �VeLDI►1� eot�8 . z c x 1. UNLESS OTHERWISE NOTED.EXISTING U71UTY REVISIONS THIS StMVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300n-I THRIJ 20-s000-20 (860) 291-8755 SHEET o 1 1 LOCATIONS AS SHONN ARE BASED ON AVAILABLE OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - 'STANDARDS FOR sURVEYS AND MAPS IN THE GRAPHIC SCALE IMPROVEMENT LOCATION PLAN FOR PROPERTY KNOWN AS: Z BE FIELD VE ALL EXMTPRIOR UTILITIES ONSTR%MLCONSTRUCTION. STATE OF Y CONFORMSTICUr As HORIZONTAL BY THE CONNECTICUTCLASSA ASSOCIATION a LAW suRvcreRs INC 2I i 10 20 esign DEPENDENT RESURVEY 1 BE FIELD VQtIFlED PRKIR 10 CONSTRUCTION. INS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. m 2. ALL UTILIAES ARE TO BE STAKED IN THE FIELD rofessionals Inc. LOT 15 MAIN STREET ND To THE BEST OF Mr KNOWLEDGE AND BELIEF.THIS MAP Is sUBSTANTIAur CORRECT As NONOTEDHt>?EON. De-sloV.•R✓A DRANK.•R✓A Q rCWEV.•RPM BY A LICENSED LA SURVEYOR PRIOR TO CONSTRUCTION. -- ( IN FEET ) a TM PUN IS INVALID UKM LT BEARS THE 12882 Ce AAR: 99-1217 DA7E•4-24-99 .IPREssoN SEAL AND altwNAL s1aFATt1RE - - - 1 inch = 20 ft. Cryil engmeen Planners su wyo.n SOUTH WINDSOR - CONNECT1Ct1T QOF TFE OVAL QAGYLEE1t NO. DATE DESCRIP77ON BY F&ARD MA TEL UC. Nm 165 south satellite road south windsor. Connecticut 06074 1"9 Winor BUILDI NGhEPAR TMEN r TO THE EIJLLDING IDEpi TOWN of SeiftN *J:NOJUt This certified that this Plan and:spsalfleatlpn9. fif COreWes�t.�of the Pra ate fl Posed building or alfafpi�ppa to 40 it C.eeV" Qegether with amentlments Stated,1, I�H�It iJfetl with plan and II agree, "Plicatlon ang 8ullding and state laws tO comply w'th all zopl issued by the g and such orders as shall ye of this 1+ltdifng Department aPPlication end final issue dud!)g pef)d'eggy �(J'Permit. a building This plan is a ' orders and Pprovoti sob ect to thedkion that ortllnances regulating 'building complied with. g shall be CondtNonally Approves Tbsse, filed with Building Inspector Vark E.I.P / / E.I P. �F Hq N J RW000 AMVF� l & 64/R'q D. LOT AREA = 0.51 AC. / 24" MAPLE / QO �69 2° / DBL 24" MAPLE - - - - 4.54 ?(� I.P SET 3 3 35`33 ` Cj cp 4_ '0 J BIT DRIVE40, LP SET ( �, ^� 4� SNET/65306 w / \ \ 33.92 Fk1 2.3�•F � �FRti£ / � l �M/SOUS \ 33 - _ _ _ _ - _ zcl / - - - - - - / \�jF yq 04�100 NOTES: RT e rq0 , / / eeR'Vq IS 71 90.-00- 1 P. SET / / / 1. HORIZONTAL AND VERTICAL DATUM BASED ON C.G.S. RD ✓. \ 0 0 / 2 SUBJECT LOT IS COMPLETELY WITHIN THE ZONE "B" 500 YEAR FLOOD BOUNDARY I.P. SET PER THE TOWN OF SOUTH WINDSOR FL000 INSURANCE RATE MAPS PANEL /09DO36 0009 B. / ` / 3. PARCEL ZONE A-40 4. FOUNDATION IS TO BE EQUIPPED WITH A SUMP HOLE AND SUMP PUMP. 5. THE PUBLISHED ELEVATION OF THE ZONE "A" FLOOD BOUNDARY FOR THIS AREA IS APPROXIMATELY 31.5 FT. k THE BASEMENT FLOOR ELEVATION IS 29 3. OR 2.20 FT. BELOW THE ZONE "A" ELEVATION. \ / 6. HOUSE IS SERVED BY INDIVIDUAL SEPTIC SYSTEM. 3 / E.I P LEGEND ® PROPERTY CORNER _ 300 _ EXISTING CONTOUR AND ELEVATION CONTACT PERSON: •287.3 EXISTING SPOT GRADE WILLIAM AMAN C/o WILMAR CONSTRUCTION 643 STRONG ROAD MAP REFERENCE: SOUTH WINDSOR. CT. (860) 528-3564 BUILDING LOTS FOR JOHN J. do EUZABETH R. COLBERT, MAIN STREET, SOUTH WINDSOR. CONN.; SCALE: 1"=40'; FEB. 28, 1959; BY W. H. BURNHAM. SURVEYOR. Z X 1. UNLESS OTHERNSE NOTED. EXISTING UTILITY REVISIONS GRAPHIC SCALE (860) 291-8755 SHEET THIS SURVEY AM YAP HAS DFFJN PREPARED N ACCORDANCE MATH SECTIONS 20-JIXb-1 TNRU 20-3000-20 RESURVEY FOR PROPERTY KNOWN AS: ON I LOCATIONS AS SHOwN ARE BASED ON AVAILABLE OF THE REGULATIONS OF CONECTICUT STATE AGENCIES - 'STANDARDS FOR SURVEYS AM MAPS IN THE PROPERTY SURVEY Z INFORMATION. ALL EXISTING UTILITIES SHOULD STATE OF OONNECT=r AS ENDORSED BY THE CONECTICUT ASSOCIATION OF LAND SURVEYORS, INC. 20 Q 10 20 eSj9n > BE FIELD VERIFIED PRIOR TO CONSTRUCTION. INS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY T-2 RECORD ASBUILT L 0 T 15 — 261 MAIN STREET m 2 ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A UCEHSED LAID SURVEYOR PRIOR TO TO THE BEST OF MY KNOWLEDGE AND BELIEF. THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. rofessionaIS, Inc. DEypvR✓A DRANN.•R✓A GYCa� nlRPM CONSTRUCTION. ( IN FEET ) 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 'sees Ka4 No.: 99-1217 DA7F 9-20-99 IMPRESSION SEAL AND ORIGINAL SIGNATURE 1 inch = 20 ft. civil engineersplanners surveyorsSOUTH WINDSOR CONNECTICUT OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY RICHARD P.MARTEL LOC.No. 165 south satellite road, south Windsor, connecticut 06074 1 DRAINNG NO.: . AA 12171991217A6, TO Ir;t y This certified that tuts 1.1_11 Copies of the proposed building of -.il".u..ns n. b. erected at y7� street together with amendments stated in application and Oiled with plan and t agree to Comply with ull zoning. Nullding and state laws and such orders as shall be d BSUetf by the Building Department-during pendency Of this application and final issuance of a building A permit. =falgnha This plan is approved subject to the condition that •aridefs and otdihamea regulating building shall be ftbnlpWA with. 'r®n18lt(6na1ir AVpf'oft_4 I'[hese filed with �Bn9ldsvt;ol tns�et`t®y ct.rit )o SEP 1999 Cniith Windsor, BUILDING DEPARTMENT. -` - -yet,- -- _ _r•... ..t- t"S•'r,v- 1:_ w/:�+14.r:r+�F .�k'ie{" r q�. Tie ,.J . • ,.. 1.&- .. �,• �., - .Y,_, ..�,_;� iS ��.. �+►'���`` _.`�?.• . - - '.,6r-. - -.. . ,• - :; >:: •� ..•ir.• t •1.4 .+. y .. ._. ..� ,. ..a 1,r•,..'q'!vY - •i '•. '.,d - , `3a% y �y, 4 �. - _ .. • .. .. L � -'L!'Sf. .... �t .. �5,., ! �'.. ..'�I..r. ��tt��ccss•• _ 4' r� .. +_ '�` .. .. ,-s ..,c7 - - r:- - s:f .� - :. -•iF �: .. _ ...`Z -•'J< .r. .• .,. A "� !` t �•f� ,a..'*+ ,Fvr. `.. �..,� ..,.";eV ., ,. .- - ,_. - i �.x•. :F_'Jf1�1-. ..r: s.• ..-'•1�.c rec .. .c 2.. a -,. : a`•r '-rt�. r:e,1.. �, .� �.e�!r .. ... r ... ,- - .. r. .A., .. ..or. .#t.- ti. 't`I �. „K,.., -. ��T;r.a jia.`•- .� - , ,�� i+,'34 �.; ` .i. �•._�; .{, �M7•,s .• "�y' h ..w.: • .a(;"}. ..y3 ..,,�•.. - �'t'"# .. ,... v"'`p_ -• 9j,-c'•,,.�•ft e , .r v ., d P .,Z,i-..r. 'C ,,,'F. .1 ,¢` t: .JY¢,._y`..,. SEPTIC SYSTEM DESIGN: M. L, S. S. E.I.P. -MANHOLE EXTENDED TO GRADE >F NO. BEDROOMS = 4 HYDRAULIC FACTOR (HF) = 30 (REQUIRED IF FILL OVER TANK EXCEEDS 12") . NO. LARGE CAPACITY TUB/JACUZZI = 0 (DEPTH= 56" SLOPE=< 1% ) CT SIDE BY SIDE APPROVAL MANHOLES 100 - 200 GAL. = 0 >200 GAL. = 0 REQUIRED TANK CAPACITY = 1250 FLOW FACTOR (FF) = 2 PERC RATE = 1-10 (# BEDROOMS= 4 ) FILTER FABRIC REQUIRED LEACHING AREA = 660 MIN 12' FOR H-10 UNIT •' INLET- USE SYSTEM WITH EFF. AREA = 5.9 SF/FT. PERCOLATION FACTOR (PF) = 1 MIN 18' FOR H-20 UNIT °'•F ' TOTAL TRENCH LENGTH REQUIRED =112 L.F. (PERCOLATION RATE= 1-5 ) •• ••••••• •••••••••••• •••• / _ OUTLET M.L.S.S.= HF X FF X PF = 60 L.F. 17 'N. 12, N OUTLET BAFFLE T CL INLET BAFFLE E.I.P. w o 6' -- - -I CONNECTION AT MID DEPTH a GAS DEFLECTOR r A, STANDARD INFILTRATOR*CHAMBERS = 5.9 FT%LF / 1/3 REQUIRED w \\ IvAp L, 2/3 REQUIRED CAPACITY IN` L`` w INSTALL PER MANUFACTURERS INSTRUCTIONS / CAPACITY IN SECOND FIRST COMPARTMENT COMPARTMENT r- � a r' \ o�� Sq BOTTOM OF SYSTEM TO BE PLACED NO MORE THAN 380 INTO E)aSTNG GRADE 7W, . 1wr N/ 32.5 (I�Rq O I LENGTH NOT GREATER THAN 4 TIMES WDTH OR DEPTH x31A^ LOT AREA = 0.51 AC. PINE TREES TO BE'2€�AOVED / TWO COMPARTMENT SEPTIC TANK T r 24" MAPLE \ ) / NOT TO SCALE y`�•#• 4 42 37.,w 32.7 L r / NOTES: �c34.t 1. HOUSE SEWER TO BE 4" I.D. EXTRA HEAVY CAST IRON PIPE WITH : . BELL AND SPIGOT LEADED JOIN 1 S, OR APPROVED EQUAL, LAID A'1 A �.-ip•• X32.8 , \ / MINIMUM SLOPE OF 1/4" PER LINEAR FOOT 2. TOPSOIL TO BE STRIPPED OFF PRIOR TO FILLING. FILL MATERIAL, .we "~. Q / \\ IF REQUIRED, TO BE PERVIOUS, GOOD QUALITY AND CLEAN y= X32.3 / 2p �(32.5 e FINE SAND WITH LESS THAN 5% FINES, PLACED AND COMPACTED y / N / IN 6" LIFTS to 90% DENSITY. FILL MATERIAL TO BE PLACED PRIOR TO se DB 24" MAPLE _ TRENCH EXCAVATION. NO TRAFFIC OTHER THAN TRACK DRIVEN EQUIPMENT / _� 3 \ IS TO CROSS, DUMP, UNLOAD OR OTHERNASE COMPACT THE FILL v P,3 \ / AREA AFTER TOPSOIL REMOVAL UNTIL 12' OF FILL, MATERIAL •yam O 0 20 3S03aT: TO BE DUMPED AT THE EDGE OF THE STRIPPED AREA AND �Q / \ S Y SPREAD AND COMPACTED WITH TRACK DRIVEN VEHICLES. .�� :- / \ .A 35.0 ` 3. SYSTEM AREA TO BE LOAMED, SEEDED, AND GRADED O n 32. TO SHED SURFACE RUNOFF AWAY FROM SYSTEM.te " O J rV h r 4. NO UNDERGROUND FUEL TANKS, BURY HOLES, OR OTHER K"' se SOURCES OF POLLUTION TO BE WITHIN 75' OF A WELL. l_ Q 5. IT IS RECOMMENED THAT THE HEALTH DEPARTMENT BE CONTACTED ' /�• O 2 h 40 O /� I J / / BEFORE ANY SITEWORK IS PERFORMED. ^7 0 ^ CO O TP A O� I `k M _ L' i 6. SOIL TESTING DONE BY THE TOWN OF SOUTH WINDSOR HEALTH OFFICER / o/ o N� 30S X32.5 ( / ANTI-TRACKING RON _? N / 3 t`/`O Z 4 OVER I I 6"-2" STONE OV R FABRIC 7. AS REQUIRED BY THE HEALTH DEPARTMENT, THE DESIGN ENGINEER ''' t / f = O�S ^c� TEL C I , / A. SHALL SUPERVISE STAKING OF THE SEPTIC TO ASSURE CONFORMANCE �4 , / M M� irk cucraaUc / TO THE PLAN AND ALL REQUIREMENTS OF THE PUBLIC HEALTH CODE OF THE STATE OF CONNECTICUT. 8. ALL CONSTRUCTION 15 TO BE IN ACCORDANCE WITH THE STATE OF CONNECTICUT DEPARTMENT •. r• \ �= i /, ` / TYo 2S / 8' / OF HEALTH CODE. ' \ \ / • / / ``��C:y� ; \ S w � ` '� •' f :• 9 NO STORM WA TER, GROUND WATER, COOLING WATER, OR MATERIALS CLASSIFIED AS HAZARDOUS �, AA£ -0 BE DISCHARGED 'Z -4E SEPTIC SYSTEM r„r I �" X32.7 \ F�3�J ��. ^ / ` f r b' cam, -r*r n+lr.OwS ARE FT•rr1NTERED THAT ARE DIFFERENT THAN AS DEPICTED ON THIS ' I / V DPLAN, THE INSTALLER SHALL SGN ENGINEER IMMEDIATELY. WORK AND NOTIFY THE HEALTH DEPARTMENT AND THE E \\ 4 X32.4 [� X32.4r r 11. ALL DISTURBED AREAS ARE TO BE LOAMED AND SEEDED OR PROTECTED BY SILT FENCE AS SOON AS POSSIBLE 3 M 12. ALL GRADING IN THE AREA OF THE PROPOSED SYSTEM SHALL BE DONE TO DIRECT SURFACEk ?'' S69'¢2' X32.5 Q� \� S Y ^ / r / RUNOFF AWAY FROM THE SEPTIC SYSTEM. 62 \ N // J 13. TRUCKS SHALL NOT BE PERMITTED ON THE FILL AREA UNTIL AFTER THE FIRST 12" OF FILL HAVE v r Z / BEEN PLACED AND COMPACTED. .';, _, e/r04,M /S /// //, 14. ALL FILL EXCAVATION FOR THE SHALL BE PLACED AND COMPACTED TO 90% DENSITY PRIOR TO THE QR/V X32�!' 190 �On' 4.3eI 15. THE CONTRACTOR SHALL FURNISH SUFFICIENT INFORMATION (LOCATION & ELEVATION) TO R` r THE ENGINEER FOR THE PURPOSE OF CREATING AN AS-BUILT DRAWING FOR THE HEAATH pp \ 1 ' ' / DEPARTMENT. O9 f/ I l 16. ONCE THE TOPSOIL HAS BEEN REMOVED FROM THE AREA OF THE SYSTEM, THE CONTRACTOR J' �RN.gR .36 ` ?5' ,1' p-0'` ,/ ' SOILS TEST LOGS: SHALL SCARIFY THE TOP 3 TO 4 INCHES OF THE ENTIRE AREA PRIOR TO PLACEMENT OF FILL D \ O" r / SCARIFICATION SHALL ONLY TAKE PLACE WHEN THE SOIL IS DRY AND UNSATURATED 1 SET POSTS AND 2. STAPLE THE SILT J \ ANGLE POSTS EXCAVATE A 6•c6• TRENCH FENCING TO THE 1 T 9'UPSLOPE POST UPSLOPE FROM POSTS. SILT END OF THE POST / r / 17. THE BOTTOM TT THE TRENCHES SHALL R ADJUSTED AS NEEDED TO MAINTAIN A MINIMUM FOR STABILITY FENCING 1, PIT A; OF 18" TO MOTTLING, AND 48" TO LEDGEROCK. AND SELF- T ` 0 - 8" TOPSOIL r.. - CLEANING 95 \ I / 8 -31" SILTY SUBSOIL 18. THIS MAP IS DEPENDENT ON THE MAP REFERENCED HEREON AND THE MONUMENTATION , 12" MIN. N / 31 -56" FINE SAND FOUND IN THE FIELD AND DEPICTED HEREON. . 56 -102" FINE SILTY SAND Y` (/ / MOTTLING O 56' 19. HORIZONTAL AND VERTICAL DATUM BASED ON C.G.S. .,1 PIT B: ` W 0 - 8" TOPSOIL 20. SEPTIC SYSTEM DESIGN BASED ON SOILS TESTING PERFORMED BY THE HEALTH OFFICER •" _ 8 -31" SILTY SUBSOIL OF THE TOWN OF SOUTH WINDSOR. I / / 31 -56" FINE SAND b 3 56 -102" FINE SILTY SAND t` MOTTLING O 56" 21. SUBJECT LOT IS COMPLETELY WITHIN THE ZONE "B" 500 YEAR FLOOD BOUNDARY �"" r° 3. ATTACH FILTER FABPoC TO 4, BACKFILL THE N PER THE TOWN OF SOUTH WINDSOR FLOOD INSURANCE RATE MAPS PANEL #090036 0009 B. .{ FILTER THE WOODEN POSTS AND EXTEND TRENCH AND COMPACT ,>�• PERC RATE = 1 MIN INCH FABRIC IT INTO THE TRENCH THE EXCAVATED SOIL. / 22 PARCEL ZONE A-40 ``1'`�• COMPACTED I r/ 23. FOUNDATION IS TO BE EQUIPPED WITH A SUMP HOLE AND SUMP PUMP. . BACKFILL / I 1 f 24. ROOF LEADERS ARE TO BE DISCHARGED ONTO SPLASH PADS. , ;kI llil _TI11 I I l I i�l II I / 25. FINISHED GRADING AROUND THE HOUSE SHALL ALLOW A 3 INCH DROP IN GRADE AT A DISTANCE 'a"r`-• OF 6 FT. FROM THE FOUNDATION AS SPECIFIED IN THE CONNECTICUT BASIC BUILDING CODE. si• Mr 26. THE PUBLISHED ELEVATION OF THE ZONE "A" FLOOD BOUNDARY FOR THIS AREA IS APPROXIMATELY 31.5 FT. THE BASEMENT FLOOR ELEVATION IS 29.0. OR 2.50 FT. BELOW THE ZONE 'A" ELEVATION. kF CONSTRUCTION OF SYNTHETIC FILTER BARRIER E.I.P. L �. LEGEND j O PROPERTY CORNER o DONS CONTACT PERSON: _ 304 _ EXISTING CONTOUR AND ELEVATION g�Q, J• pRs WILACTLIAM ERRS -"E�}- PROPOSED CONTOUR AND ELEVATION o0 ;�• C/0 WILMAR CONSTRUCTION x 287.3 EXISTING SPOT GRADE r ;Vo` '' 643 STRONG ROAD XF287.3 PROPOSED SPOT GRADE ',. SOUTH WINDSOR, CT. MAP REFERENCE: ■ II■ U PROPOSED SILT FENCE 0. 11 3 NIt `YIN (860) 528-3564 0 BUILDING LOTS FOR JOHN J. & ELIZABETH R. COLBERT. MAIN STREET, SOUTH WINDSOR, 9 P p r k'f CONN.; SCALE' 1"-40'; FEB. 28, 1959; BY W. H BURNHAM, SURVEYOR. O T R�rYr�rr .t z-(x 1. UNLESS OTHERWISE NOTED,EXISTING UTIUTY REVISIONS THIS SURVEY AND YAP HAS BEEN PREAARED M ACCORDANCE NI1H SECTIONS 20-30Ob-t TINRU 20-300b-20 (880) 291-8755 SHEET O Y II LOCATIONS AS SHOWN ARE BASED ON AVAILABLE OF TIE REGULATIONS OF COINECTICUT STATE AGENCIES - •STANDARDS FOR SURVEYS AND MAPS IN THE GRAPHIC SCALE � IMPROVEMENT LOCATION PLAN FOR PROPERTY KNOWN AS. }.. 1 5-11-99 REV. PER TO" COMMENTS RJA z INFORMATION. ALL HOSTING U71UTES 3HO LD STATE OF cONNECT1cur As ENDORSED BY THE CONNECTICUT ASSOCIATION of LAND SURVEYORS, INC. 20 0 10 20 ��� n DEPENDENT RESURVEY D' BE FIELD VERIFIED PRIOR TO CONSTRUCTION. MIS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2 _ __ 9 LOT 15 MAIN STREET 2. ALL UTILITIES ARE TO BE STAKED IN THE FIflD Sofessionalsil, TO THE BEST OF MY KNOWLEDGE AND EIEUEF MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. inc BY A LICENSED LAND SURVEYOR PRIOR TO ■CONSTRUCTION. ( 1N FE,� DESIGN.•R✓A A4./IMr.•RJA L7l£Q'CED•RPM - 3. THIS PLAN IS INVALID UNLESS 17 BEARS THE 12662 , IMPRESSION SEAL AND OfaaNAL SIGNATURE -- 1 inch = 20 ft. c:vB engineers Wonnen surveyors - SOUTH WINDSOR - CONNECTICUT OF THE PROFESSIONAL El1O0NEER NO. DATE DESCRIPTION BY RICHARO UC No. 165 south satellite rood south windsor. eonneeticut 06074 -� c'd'.. -a.:. Hr'*. .,, -,.- -.. . .+ r. .e •[r. .,:; ;, ,.rr. .. e .,. � 1. 9 rT "^`` 'Y JSrr +. 1+- ,°is,+ =ti� 4 -�.,•" ,, .R-:t. „'-17> .'�. '�' :;'_ .< '�.; ,ter : Y,� .,;rTT .�i ,.+' .- r"MG.-- .4.•. �. - ,.• ..t sY K. 7"� ..a 3 -t: t •N^ �b . �a�•t .. !•:-.;�r%�.tl..,a -. . AI -, -...- - -,- _.. i�' .,. :�4 ri T�', r -�•Er .,?.','. .��..�.,• •..,a..d y ^�. �'.:`+.r. .,n,.. 7. �'..�� u1 +: r yv..-,h"Lr'-' �t� " - T u• .-. ... av r -.+e g:R "`?.^ 6 •>L: :':r. 3,, -d�'. ' �. '; c,•F "Y._^ - - I'f&, .. r YjtTS[ YAAY 1 1999 South Windsor DEPARTMENT BUILDING This ce4iftell 1hal 4his plan and specific.tlr copies of this ptoposed building or zlteral. etectad at L 1 � -- together with amendments stated in applienticn �nF filed with plan and I agree to comply with .11I zonmll Building and state laws and such orddrs as ;_:,n_ bt! issued by the Building Department during pead. ,cil of this application and final i uance of a bulldlnk permit. 5igrted - 'his plan b rev subject to the condition that irders and ordinances regulating building shall be .:emptied with. •::oadttionalty Approved These flied with Pudding Inspector ( 1 R �L, V lgm�' TZ-' V a