Loading...
HomeMy WebLinkAbout250 SMITH ST DEPARTMENT DECISION APPLICATION FOR HVAC PERMIT PERMIT# Application is hereby: TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT APPROVM 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 Date Building Inspector Application must be printed or typed FEE SCHEDULE �No. Locatio�nn of Job: Tyi$0-$1,000=$15.00 Street Lot No. Over$1,000= $15.00 per$1,000 _ or any fraction thereof gnation Apt.No. APPLICANT G2 �� �I f4- APPLICANT ADDRESS /a ©Q DTn) �cy,�D r-D, APPLICANT PHONE/`�/# 9 —Sb_7 CE lr 38-3 f�32-- O W N S K Fq OWNER f SrOA✓r—- OWNER ADDRESS ram,✓�i y C`-� r OWNER PHONE C G' ;D ESTIMATED COST$ IS THIS A CONTRACT COST? Yes _No o �(� FEE ENCLOSED$ �� TYPE OF JOB: �SOR•COS New Installation Alteration/Addition/Repair APPLICATION FOR HVAC PERMIT (Continued from reverse side) TYPE Ot5YSTEM: TYPE OFf B�ILDING: f3.HEATING -aRESIDENTIAL -/C ❑COMMERCIAL ❑VENTILATION ❑INDUSTRIAL HEATING ❑STEAM LOW PRESSURE LIMIT LBS. HIGH PRESSURE LIMIT LBS. ❑HYDRONIC - 'WARM AIR ❑ UNIT RADIANT HEATER EXISTING RADIATION ADDITIONAL RADIATION TOTAL RADIATION DESIGN TEMP. OUTSIDE OF INSIDE OF DIFFERENCE OF TOTAL HEAT LOSS(BTUH) OF(HEAT LOSS SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL HEATING EQUIPMENT(INCLUDING MAKE&MODEL NO.) Of 6-UV GROSS HEATING CAPACITY(INPUT-BTUH� NET RATING(OUTPUT-BTUH) TYPE OF FUEL ❑,0IL-GPM OIL TANK LOCATION :❑ INSIDE❑ OUTSIDE CAPACITY JKGAS-INPUT LPG TANK CAPACITY ELECTRIC-KW AIR CONDITIONING DESIGN TEMP.OUTSIDE OF INSIDE :10 OF DIFFERENCE OF TOTAL HEAT GAIN(BTUH (HEAT GAIN SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL COOLING EQUIPMENT(INCLUDING MAKE&MODEL NO.) TONNAGE 2 ?� COOLING CAPACITY(BTUH) 30 VENTILATION �O S nll� DESCRIBE ALL AIR HANDLING EQUIPMENT(INCLUDIN KITCHEN EXHAUST EQUIPMENT) TOTAL SIZE OF SYSTEM(CFM) [0-00 FRESH AIR INTAKE(CFM) (PLANS MUST ACCOMPANY APPfLICATIO[�N) FURTHER DESCRIPTION OF WORKS 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. z/91 CONTRACTORS'LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT DATE CO Z 2 ^D t r DUCTWORK SPECIALTIES a 12 OgdenLord Rd. Marlborough,CL 06447 I� PROPOSAL FOR: Keystone Builders 260 Smith Rd South Windsor,Ct 6/6/2007 Prepared 6/11/2007 using O'Brien Quick Loads Pro-Version 1.01-SN:QP-070101-41760 f DUCTWORK SPECIALTIES 12 OgdenLord Rd. Marlborough,Ct. VA47 Heat Load Summary Report for Keystone Builders Room Square Heating Loss Hydronic Heat Latent / Sensible Cooling Gain Cooling Cooling Name Ft. BTUH Linear Ft. Gain BTUH BTUH Tons CFM Master Bedroom 216 2039 4.08 73 11664 1737 0.14 65 Mast/Bath Walk in Closet 147 1243 2.49 49 11887 1936 0.16 73 Walk in Closet 109.2 1912 3.82 37 /1468 1504 0.13 56 Front Entry 55.9 4503 9.01 521 /2649 3170 0.26 119 Bedroom 2 129.95 1772 3.54 44 /1478 1521 0.13 57 Bedroom 3 142.68 2036 4.07 48 /1644 1691 0.14 63 Bathroom 2 77.49001 652 1.3 26 /1310 1336 0.11 50 Kitchen Bkfst/Dinning 268.75 2170 4.34 90 /1988 2079 0.17 78 Family Room 336 5208 10.42 1115 /4115 5230 0.44 196 TOTALS 1483 L21534 43.07 2003 / 18203 2020!2 1.68 757 Z/2 T0v 14T y Disclaimer These computed results should be treated as estimates only and should be viewed as only one of the many tools required for a professional installation.The installing contractors experience and expert judgement are also major factors in sizing and installing a complete system.The weather,customer usage,duct installation,and structure design may vary on each estimate and should be taken into account.Correct system sizing is based on the systems ability to meet both latent and sensible heat requirements,not just total BTUs. Prepared 6/11/2007 using O'Brien Quick Loads Pro-Version 1.01 -SN:QP-070101-41760 1 , LEGEND - " - ^IT1N.DRAIN // ,1 I 11 / ' „e W N/F RDNFNTOBESET / - - - - - - - - - - EVERGREEN WALK, O EASING RCN PIN - - - - - - (T WELL .- o EASING NONNIIAENT - (TO BE � I \ 07 o LLC _ _ 4w _ =EXISTING CATCH BASIN AND PIPE � Sp. , - - ABANDONED) « 1 \ Nh - - o- - EKISTM CONTOUR �F Y _ _ _ - - - - - - - - S86'58'43"E ' wf w.tLzs FASTING SPOT GRADE - ; --- =---z.� . 1 1 \ s 1\ r� Z EASING TREE LINE - _ _�. Ln 109-48 -Wa _ 'nC TRENCH X109.7 TOP. 9 109.4 \\ \\ \ O\ X 110.3 = -110�\ \ \ \ J RESERVE AREA \I ` \I C ~ Q p3 - _ _- --LO_R.Y. �G� 3'FSTOP TANK: �1 BIT. o I '\\Z ` . . ' — LP, ` — rS� ` DRIVE gI tlj � ` t / �� ' i� z1• T^ 113172 t, 1 z HEMLOCK ��\\ .�'\' CONC. 41 I 1 X115.0 REL / WALL { DUSTING HOUSE IX116.0/ \� F.F.HSE.-124.66' ♦ T.O.WL\ A 9 119. 4' FA. t BSLINT. 114.N' R F.F.CAR 114.60' 92Y 26.7' \ PROPANE �\ TANK j 3.71 X117.6 NOTES: ` 1.ALL MONLMENTA71ON FOUND OR SET IS DEPICTED HEREON. N/F 2 THE YAP IS DEPENDENT ON THE YAP REFERENCED HEREON. - It 126- - -3i It 1iAREA OF THE PROPERTY-40.369 S.F. ARON L. & KAREN JOHNSON F. - - ,r"1 � 4 ` I 4.PROPERTY IS LOCATED IN RRAZONE. (V. 443, P. 211) CO _ o ` -- N - - - _ �326- _ - -122— A HORIZONTAL DATUM HAD'27 E r•' VERTICAL DATUM: NGVD'29 `----_,= �p BUFFER LINE - _124, O BIT. 25' EASEMENT X129.7 k _YAP � DRIVE �13a>< +f � ` 126- SM1H STREET SUBDIVISION 230 SMITH ST.SOUiH wNDsaR��iNE�cTIwioN PREPARED BY DESIGN PROFESSKNALS.INC.—SHEETS 1-5 OF S AND L1 DATED 5/12/06-REVISED 6/27/06 j ' a' � ) X30.5 � �- .2L7WNN HAPI£-13 SURVEY NOTES: _ REBAR �132 ` 1. THIS SURVEY AND YAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRV 20-300b-20 FIND 255.0Q 2.3 - - - - - - - - - �-'- - - - - -132 OF THE REGULATIONS OF CONNECTICUT STATE AORNCES-'STANDARDS FOR SURVEYS AND MAPS IN THE STATE 24 DEC771EE 46.'213' OF CONNECTICUT.PREPARED AND ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAD SURVEYORS.INC.,SEPTEMBER 26.1996. T&T 133.3 _134�_86`41'�3" - - 4 / 16'DEC 0 TYPE OF SURVEY IS AN IMPROVEMENT LOCATION SURVEY-RECORD-AND IS INTENDED TO DEPICT 1HE LOCATION OF / 34 __ 134.j XIE TREE 1'PIPE IMPROVEMENTS RELATIVE TO PROPERTY LINES , •THIS IS A DEPENDENT RESURVEY BASED ON YAP REFERENCE r. \ \ 5. 136— -__ -XI ♦HORIZONTAL ACCURACY MEETS CLASS A-2 STANDARDS AND VERTICAL ACCURACY MEETS CLASS T-2 STANDARDS TO THE BEST OF MY KNOWLEDGE AND BELIEF,THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON opprox. location o�„3 12327 1 LAWRENCE R.GEISSIER.dL lsC.No. 1 1.UNLESS OIIIERWISE NOTED.EASTM UTILITY REVISIONS ax 860.291.8757 755 t'REPARED FORS ,u LOCATIONS AS SHOWN ARE BASED O N GRAPHIC SCALE O LfM1 pG�UO v� GGJ4 SHEET SHOULD E INFORMATION.ATIOR ALL EASING UTILM ,� D zo +� i�� Leonard Bourl eam L OC�ATOOM p "'SHOULD BE FESD VERIFIEDTOB PRIOR TO CONSTRUCTION. 2.ALL UTILITIES ARE 10 BE SON®N DE FIE D 7 IM� ��mUw + Q s's om BY A LICENSED LAND SURVEYOR PWOR TO 2 „20/07 MIDW SUn t:VVM 1[SW1C MSA WA _ �'� "'^r"� CONSTRUCTION.PLAN I s P r 2S® SMITH STREET ZWANY Or. AM .A�Aq:2 of 3 ,ws PLAN Is NNYALD UNLESS rt BEARS THE N •�4/0 AM IViOn AUT.�,at Mu civil en Ihs•r•. I•nn•r• • surveyors 1 t P CAFE ON i CURE NQ DATE DESCRIP110N BY 1 inch 40 1t. 1•ndMc.p• arch167•ct•h• sl• •spM SOM WINDSOR. CONNECTICVT 61 LW I A4M 319A7 i NOV 13 Z007 South vvousor BUILDING DEPARTMENT '- :,�!T. I Dor ia CIF A*.'rH W;N,"'Or oi-1 i " •!:,j 4:1 true c .l tt.e proposed 1,vtljwg or 3:tcral?011s to LM vre i-d at r&trecl th'.r ,i-.h S!-tcj i, ane —vl oil zm1l"g. 'Ir .,-oral 0, ,r,i,rq As fh�ll be is by i during pendency .,5 jp lg—cat il d final isyu�,,ce of a bujid;ng r,crrmt. This slvr�d c� �,!,l k ep,;r.v J S ib;#,ct t:, the condiNnn that j,-j r,jujjtiijg bullding shall be --j !" Appr,ved These filed with Vuiiawg Inspector clerp No. CERTIFICATION OF ZONING COMPLIANCE Propoz�cd struc'�ure(s) A 1.0 �-.n in as cl, , 01 P!an aPP2,. current cc,:- - - - vj� _aces and p - - J re- �,,. m F- Dal-- 123 0 7- in N/F LEGEND - - INV. [MAIN , EVERGREEN WALK, � IRON PN TO BE SET _ _ � - - - INV. - 108.83' / 1 1 1 \ � r O EXISTING IRON PIN _ - - - - - - - - EX. WELL / 1 I ' I ` r- O EXISTING MONUMENT (TO BE ' 1 I I \ 0 LLC e a 4& s :EXISTING CATCH BASIN AND PPE \ S�, i - \C ABANDONED) - - 1 ` ` 1 ;0 -too- - EXISTING CONTOUR \F Y /- - , - _ \- ` - - - - ` `S86 '43.E \ \ M Z EXISTING MG SPOT GRADE EIOrnNG TREE TINE - - - - - - - - o N Ln _ TOP:109. \ \ \ — s _ `���LA \� TRENCH X109.7 TOP1109.49 \� \\ \\ w O ^ X110.3 =-3—t10�\ \ J d <0,0 _ RESERVE AREA �/6C42�,� . 0 SEPTIC Q TANK 1 r- 230 �3•+c �� `TOP TANK: 00 11o.�D.. \ BIT. 28 y' 1 to N DRIVE $1 1 U7 11 9,1 I 21• tT1 ,a �� 1 113172 = 1 HEMLOCK ���\ .�'� ' _ ♦ ` 114- 1 p CONC. wl 1 � X115.0 RET WALL ° { EXISTING HOUSE JX116-0/ ` / Fes•ME 124.88' t� F.F.BSMNT.9.2 114.98' 9 F.F.CAR 114.60` G PROPANE NISI TANK ! '3.T �F.Y. X117.6 NOTES:- 1.ALL MONUMENTA71ON FOUND OR SET IS DEPICTED HEREON. N/F 2. THE MAP IS DEPENDENT ON THE MAP REFERENCED HEREON. _ _ _ _ �• N O �\ ��4 � � Y�"- O 3.AREA OF THE PROPERTY- 40,369 S.F. AA R O N L. & KA R E N J O H N S O N 126 3' �` ^� \ A —'20— D.9t AI;. (V 443, P. 211 ) CO 4 1 - . . _ ` `4.PROPERTY IS LOCATED N THE RR ZONE. X N \ -126- N - - -122- 5.HORIZONTAL DATUM: NAD'27 ARAM •'- V011CAL DATUM: NOW '29 't �r24� p BIT. '�g, _ _ MAP REFERENCES DRIVE 25' EASEMENT N X129.7 +� SMITH STREET SUBDIVISION/SPECIAL EXCEPTION \ �9 -126- 250 SMITH ST.SOUTH WINDSOR CONNECTICUT �6 X128.7 " _ PREPARED BY DESIGN PROFESSIONALS,INC.-SHEETS -'� _12g 1-5 OF 5 AND Ll DATED 5/12/06-REVISED 6/27/06 Q' � X 30.5 1 .2!`TW1N SURVEY NOTES REBAR _ \32` _ _ - - _ - - - _ _ MAPIf 13 1. THIS SURVEY AND MAP HAS BEEN PREPARED N ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 FND 25.00 INza•DEcTnE 2'3E _I -132- OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES-'STANDARDS FOR SURVEYS AND MAPS THE STATE 1 46.28 OF CONNECTICUT.PREPARED AND ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS.M.SEPTEMBER 24 1990. � TdcT 133.3 � ,134 S_86'4�'43"-E _ -14 ♦TYPE OF SURVEY IS AN IMPROVEMENT LOCATION SURVEY-RECORD-AND IS INTENDED TO DEPICT THE LOCATION OF i 34 18•DEC. IMPROVEMENTS RELATIVE 10 PROPERTY LINES TREE 1'PIPEXI3 •THIS IS A DEPENDENT RESURVEY BASED ON MAP REFERENCE 01. \J \ 5. `136— - — X�ND ♦HORIZONTAL ACCURACY MEETS CLASS A-2 STANDARDS AND VERTICAL ACCURACY MEETS CLASS T-2 STANDARDS \ TO THE BEST OF MY KNOWLEDGE AND BELIEF.THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. _—y —H_S_TRE.�_T �approx. location of w�l 12327 LAWREINCE R.GEISSLER..R. UC.No. Tat. 860-291-8755 1.MISS OTHERWISE NOTED.EXSTNO UTIUTT' REVISIONS Fox 860.291•8757 PREPARED FORS LOCATIONS A9 BHOWN ARE BASED ON GRAPHIC SCALE s pp 0 1 PG�O�'C M1 f fl�`� SHEET AVAILABLE INFORMATION.All EXISTING UTILITIES 40 20 40 +,�,es gt� Leonard BOurbeBu 1����� II uoIIV PL�,�10V SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. A Q 2.ALL UTIUTIES ARE TO BE STAKED N THE FIELD 7 I!J A" low cortNn UI6 �� ��� 99I�yy/� Q STREET $ BY A LICENSED LAND suaverva PRIOR TO t Fm/o7 sm U71 C VMU IIEl M AIIFA IINA �+�® .�ARIJI 8 SMITH ►/a II`�Si� OF CONSTRucTI°N. civil •nsin••�s • planner's • surveyors IWA&V er. A" na:atlas 3.THIS PLAN IS INVALID UNLESS IT BEARS THE I 0/4/07 AM FrAWn AM LT W M IM MIA i inch = 40 1t. landsca • architect• • Is • • OF THEE PRNO�OH�AL ENGINEER/SURVEYOR. NO. DATE DESMIP17ON BY p 1 R LPG SOUTH WINDSOR, CONNECTICUT er. t1rIG oAra A�ib7 QUl SOUth���UU� O RECEIVED MFNT SEP Z 'l ZUU/ SOUTH WINDSOR ENGINEERING DEPT. v Electric # APPLICATION FOR BUILDING PERMIT Plumbing# 250 Smith Street Date: HVAC # Sprinkler# 319 9 2 FINAL APPROVALS / _- - - -- _-- Estimated Cost $ -� 6-E Building �- ��`e cOMP- RED BOXED AREAS Permit Fee $� Engineering TYPE OR PRINT ONLY Eng.Occupancy Fee $ Affidavit SIGN ON REVERSE SIDE i av A r. for CO. Total Fee $ 3U TO THE BUILDING DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant L � - . N T'o/1 Location of Work a.SO Sin. h, STetc 7- Lot No. Applicant's Addr s A '7 FO A-eST 14n11 Qe l Tel.# 'SOO- 8'15 -30''S Town IEL-,t nAAV—j Cr Zip Otcb"2.C-% Lic.# Owner S Pwr.� Architect Owner's Address Architect's Address Zip Zip- .-Sq. Ft. New Area: 1st FI. 2nd FI. 3rd FI. Total New Area Purpose of this permit- Qi M o itc ka j->G - G A«,nT cow N City Water❑ Well❑ Septic System Sewer❑ Ins: HO SP Cert.�.� Are Basement Garage Approved b Date (J� Use Group--�onstruction Type, Revised 6102 I hereby agree to conform to all the requirements of the L of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building In of an Iteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be loc t the r er istance from all street lines,side yard lines,and required distances from all other zones and is located in which buildi g n its use is allowed. Signed d 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 Inspection / Approval Date By Appl ` Code Description Due Whom Code Comme.kt ------------------------------------------------------------------------------- **-31992-B 2,000 Electric# APPLICATION FOR BUILDING PERMIT Plumbing# 250 Smith Street HVAC # Date: � /7 O Sprinkler# No. 3 0 3 91 FINAL APPROVALS Estimated Cost $ SZ�,GG Building COMPLETE RED BOXED AREAS Permit Fee $ Engineering TYPE OR PRINT ONLY Occupancy Fee $ Affidavit SIGN ON REVERSE SIDE Appr.for CO. Total Fee $ 1U TO BUILDING DEPARTMENT,TOWN OF SOUTH WI NDSOR,CT (Additional Cost) $ The undersigned hereby applies tondo work according to the following specifications: Job Location o?SG 5,0f,� , S'Y�— • Lot No. Side of Street Zone Applicant j/��l p t l e' Tel. 2 6 6 Address 4:1c.11-Ira,, Zips Lic.# 3Q 37d'Z 7Zr sr.o.c G Vs P. /1y1K /��'Owner��/..fc o F /nk�i crr�cS ddress , Architect Address Sq. Ft.New Area: 1st FI. 2nd FI. 3rd Fl. Total New Area #Rooms #Lavatories #Bathrooms #Garages Purpose of this permit: ]t�2y c .7s ;2•s v— City Water ❑ Well ❑ Septic System ❑ Sewer ❑ Ins. H.O. .P. Cert. Ar3q-r i-I LBasement Garage Approved by Da LW - Group---' Construction Type Revised 9/01 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 buildin andse 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 Book: 1889 Page: 98 1 of 3 - Val. I BB9 PA GC- q8 i 1 DECLARATION OF DRIVEWAY,UTILITY AND MAINTENANCE EASEMENT CRAIG D.NATION,DECLARANT a 250 Smith Street 00 6 This Declaration is made this 8 19 day of January,2007,by Craig D.Nation of G x ; Ellington,Connecticut(hereinafter the"Declarant"). Doc D WITNESSETH I Pago 98 - 20 Typo: LAN Book 1889 Pepe 98 - 100 F11eN 1200 A Whereas,the Declarant is the owner of two certain pieces or parcels of land shown as Lot No. 1 and Lot No.2 as shown on a map or plan entitled"DEPENDENT RESURVEY PREPARED FOR: CRAIG D.NATION 250 SMITH STREET SOUTH WINDSOR CONNECTICUT SUBDIVISION/PLOT PLAN JOB NO.:2089 DATE:4/20/2006 Revisions 6/26/06 As Per Town Comments DRAWING NO.:JOBS/SURVEY/2089- '' 3PLOT design professionals civil engineers•planners• surveyors •landscape architects- gis- gps P.O. Box 1167,South Windsor,Connecticut 06074 Scale: I inch=40 ft. .,;. SHEET 3 OF 5",which map is to be filed on the South Windsor Land Records; and WHEREAS: it is the desire of the Declarant that said Lots 1 and 2 shall have access to k Smith Street,over an easement area located on Lot 1 on the aforesaid map, for ingress and egress and for the installation and maintenance of utilities thereon(the"Easement . Area");and WHEREAS: the Easement Area is more particularly bounded and described as follows: Commencing at a point on the northerly side of Smith Street,which point marks the � r southeasterly point of the Easement Area as shown on said map;thence running N 04° N 13'37"E a distance of 100.72 feet to a point;thence running N 17°00'57" W a distance =! of 101.01 feet to a point;thence running N 68°20'03" W a distance of 32.03 feet to a `! point;thence turning and running S 17°00'57"E a distance of 68.11 feet to a point; thence running S 17°00'57" E a distance of 48.23 feet to a point;thence running S 04' 13'37"W a distance of 96.42 feet to a point;thence turning and running S 86°41'43"E x ` Es a distance of 25.00 feet along Smith Street to the point and place of beginning;and WHEREAS: it is the desire of the Declarant that the Owner of Lots 1 and 2 share the cost of the maintenance and repair of the common easement area; !- NOW THEREFORE, it is declared as follows: ` 1. Each of the owners of Lot 1 and Lot 2 shall have the right to use as a common P driveway that portion of the Easement Area necessary for ingress and egress to their respective lots by foot or vehicle. , i a i , Book: 1889 Page: 98 2 of 3 VOL. 1889PAGE 99 2. Each of the owners of Lot 1 and Lot 2 shall have the right to install and maintain at his or her own cost and expense utilities which o y require over,under and through the Easement Area,provided that such installation and maintenance does not interfere with the use of the Easement Area by the other owner and provided further that each such lot owner shall be responsible for all damage and disturbance to said Easement Area caused by any such installation and maintenance and shall promptly repair such damage and disturbance, at his or her sole cost and expense. 3. Except as provided above,the owners of Lot 1 and 2 shall maintain jointly and share the responsibility of keeping all portions of the Easement Area properly maintained,including landscaping,and keeping the driveway portion of the Easement Area in good condition and free of snow and ice. The cost for such maintenance,repair and/or replacement of the driveway,landscaping, r pertaining to he Easement Area shall be snow plowing and any other matte borne by the owners of Lot 1 and Lot 2 as follows: The owner of Lot 1 and the owner of Lot 2 shall each be responsible for 50%of the cost of such maintenance,repair,and/or replacement of the driveway,landscaping,and snow plowing and any other costs associated with the Easement Area,with exception of Paragraph 2 above. shall have no responsibility regarding the The Town of South Windsor : maintenance or repair of the Easement Area. 4. The Easement Area shall at all times remain unobstructed and free from any parked vehicles. 5. In the event of a failure by any lot owner to pay his or her required share of any costs or expenses incurred herein,such costs and expenses may be paid by e the other lot owner,pro rata,and become due to the other lot owner g i immediately after the date of such payment together with interest thereon at o until aid and together with all the rate of twelve percent(12/o)per annum P costs of collection including a reasonable attorneys fee. 6. In the event that either Lot owner is rgquircd to prosecute a legal action to I! enforce any of the other terns of this instrument, if said Lot owner is I successful,he or she shall be entitled to recover the costs of bringing said a reasonable attorney's fee. action,including 7. In the event that either the owner of Lot 1 or the owner of Lot 2 desires to way beyond the minimum standards required by improve the common drive X the Town of South Windsor,each must notify the other owner in writing of that intent,including the proposed cost of said improvements,and receive a written response tereto by In the event the other lot owner e other odoe not agree to bear the cost t owner agreeing to share in those costs. s,or any 2 • a_ Book: 1889 Page: 98 3 of 3 1 VOL. 1889PACE 100 4 portion thereof,the cost of the additional improvements shall be bome solely ;? by the owner desiring the improvements. y - 8. The benefits and burdens herein contained shall be perpetual and shall run with the land and shall be binding upon and shall inure to the benefit of the A Declarant and his heirs,successors and assigns. 707 IN WITNESS WHEREOF,the Declarant has this day set his hand and seal this day of January 2007. Witnesses D D tion y' STATE OF CONNECTICUT: ss. South Windsor COUNTY OF HARTFORD On this the day of January 2007,before me,personally appeared Craig D.Nation, known to me(or satisfactorily proven to be)signer of the foregoing,and acknowledged ' the same to be his free act and deed. Marianne Lassman Fisher �j Commissioner of Superior Court -dLov� AT 0' RE_C:d=W SOtl17 ,Cf TOWN CLERK 3 I. At BUILDING PERMIT ' +►,,, STATE OF CONNECTICUT WORKERS'COMPENSATION COMMISSION Building Permit Affidavit for Property Owners or Sole Proprietors (Conn.Gen.Stat. §31-286b) Property located atClv) '� .J�-- i In the town of .f' l.•��/9I0� Name of building permit applicant:_,�yf77,✓Z7 tleo,4 1 Please check one: 1. /fain the owner of the above property. 2._I am the sole proprietor of a business. 2A.Name of business 2B.Federal Employer Identification Number(FEIN) .................................................................................................................... Pursuant to§31-286b,"a property owner or sole proprietor[who] intends to act as a general contractor or principal employer"may provide either a certificate of workers'compensation insurance or a"sworn notarized affidavit... stating that he will require proof of workers' compensation insurance for all those employed on the job site in accordance with this chapter." Please check one: 1._I do not intend to act as a general contractor or principal employer. [Sign and stop here] Signature of applicant 2._✓I intend to act as a general contractor or principal employer.Applicant must either provide a certificate of workers'compensation insurance or sign the affidavit below. ............... Affidavit I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above in property accordance with the Workers'Compensation Act(Chapter 568). I understand that pursuant to§31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. Signature of applicant . Subscribed and sworn to before me this day of ,200 . (Notary Public/Commissioner of the Superior Court) t , 1 � 28' 4'11 4'3 815 1015 'v M cM O e- M L ti 0 Li CM CM }7 zo ZD J P to P �n 9'11 9'3 87 I 19'2 r � l nUth WindsOf BUILDING DEPARTMENT f� 10 THE SUM)WI5 QBPT. T9f/N CF $64iH ! NJS:'+ This certified that this plan and specific&',U,ns 'e tr, copies of the proposed huilding of alteratbns to M erected at together with amendments stated In appll,satlor. h, liled with plan and 1 agree to comply with all z•��'^It 9uilding and state laws and such erdors as shn issued by the Building Department during+pendo,•� of this application and final issuance of • �Utld�n. permit. Signed This plan Is approved subject to the condition that orders and ordinances regulating buliding shall be complied with. Conditionslty Approved These filed with Building Inspector Cler'11 Cate No. JNIaNHI Sama i-Ana£#im APPLICATION FOR BUILDING PERMIT Plumbing# 250 Smith Street HVAC # Date: 3 - 02 Sprinkler# 730697 FINAL APPROVALS —_ _- ---- ; Estimated Cost $ 16111400 g --� Permit Fee $ IS-ao BuildingEnginee COMPLETE RED BOXED AREAS Occupancy Fee $ ►o.00 Affidavit TYPE OR PRINT ONLY Eng. Insp. Fee $ Appr. for CO. c`� j SIGN ON REVERSE SIDE / Total Fee $ L10 TO THE BUILDING DEPARTMENT,TOWN OF SOUTH WINDSOR,CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant /t�ySrcN,C ,ywco)CZJ st- 1rAQ Z4C Location of Work�`l '6 7/nz Ji, Lot No. Applicant's Address/z3 A> a50 Tel.# fl�° 390 Town 4 �2 V Zip 04o03 TS Lic.# 322Y Owner Architect Owner's Address Architect's Address Zip Zip Sq. Ft. New Area: 1st FI. /7o0 2nd FI. 3rd FI. — Total New Area Purpose of this permit 0- Al 14af� City Water2r" Well❑ Septic Systems Sewer❑ Ins: HO ISPA Cert. Area Basement Garage Approved by Date a 7-9 of Use Group Construction Type Revised W02 Sc(Ll - �3 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 RECEIVED SITE COMPLIANCE CHECKLIST -C r hS�" TOWN OF SOUTH WINDSOR,CONNECTICUT r 7P e- S OC> SEA' r 2007 ***** FOR C OF O ***** SOUTH WINDSOR PLANNING DrE-Ft ,,,�/ ADDRESS o?_ -5 M� S��� `_ LOT/UNIT# Reviewed bye (Engineering) CONTACT/DEV Date Reviewed Approv /&spied PH# 7 1A ' Lein Reviewed b (Planning) Date Submitted I-d-Q' 0 2 Date Reviewed pprov Hied As required in the Zoning and/or Subdivision Regulations, no Certificate of Occupancy shall be issued until grading plans have been complied with and approved by the Town Engineer. The minimum requirements shall include: Approved Denied N/A 1. Approved building permit plan ✓` 2. Finish grading per approved building permit plan 3. Site work; i.e.trees,shrubs, dumpsters, required parking �Y y 4. Utility location; a. sanitary sewer/septicsystem-; b. foundation drain C. electrical&telephone d. water e. otba —sG 5. Sewer connection charge paid 6. Appropriate certification 7. Bonding " 8. Planning&Zoning/ Inland Wetlands Considerations a. Lighting b. Signage Freestanding Wall 'v t C. Fee in lieu of Open Space COMMENTS: lfV\SeGO uS"�-jug \ � ►°S�(� U�Q -r 1 �JC'GG s/engineering/molloy/site compliance checklist 09/19/2007 PMD 14320 FAX U002/CO3 F %,mrta1nTe-(,-x:d Builders Statement InsulSafe$ SP Fiber Glass [Mowing, Insub6on RaisQd FtanCh I Name�,.�ner Name/JoSt;r�Narc,P `�-�--- 250 Smith Street, South Windsor, CT I ) Quality Insulation Inc, r—� inR'.11Q,,cc,,,� --- September 19, 2007 aranch Plan a Keystone Bulldors Ca>cpynyl�litrr;,� CST9 Uka�h:GtPL f?y Yai�i1 h�UirC+:ip'' _— _ Data —' OPEN ATTIC APF UCATION W-Mt% IKHMUM ad170Pu1NfiETSta:FT. r+t+annTueY � •>e Pdc c'k;u00 4a ri •[�S►a Cn1ECA�i �� r� F-710 W tir a � PaWMS a�11$a FT 1) wTJU <,7'MIC<I+^Ct � "Win' r� [irrralrof'ntnu�E ( �, eiWl�rura� °q•• �~��rs:¢umeceAltzt�GL�'x� r7 9 yceKda.aar 2 d uhhd'P;Ji:an y nil or: ! a'�W:erc1: �bMCr iMtatid lW f:%rd 60 rtnro l7�in; .A,1 ndtv�lCa r6�i,�t��) , �•!)7J!�k�G6 V.911: �ntt ai.'.uc�hi1: 22 rA _ 'Ur, J0 � t.71 � JS" 5f1 7t.iy too ,3 _ ttJ7.1 ca�i zr ia—" Ian I C ii� r,r nNALGE twcar ( 7 nxF1a,t-.} I SULregp(.,} I a;s t:SE,h 41 cPst�a �- 14.5" t,lid6 �X 3Z j I T 1:;:aaJkf_PU;;Opk,,Ah'CI:—ATT1G tat avllNG APPLICaTfOtt • 1n.�r u;,ra�rce with tic chat!r81ed. %tcNe•yod must Instal!e,e trinirnum t;umyef o R. f bags p}r t,Obi►sq.`ti.of net rsa fcY�4Y. AI«a • ;r c nlarir3u,'r.net eft-:age Mat Act e.Yccnd that sped-ed for each R-Ya1ue. 1be Irs'.Aal)on ML'9t hB n:STa(10ator above'hG :, e r SpeC.a�d tns.al.eti thtcknoss for t:a,;a Fj!lAiud • ::ahLrr!o�Jjlal the' 'r- TCJt;cco P-14lue. 7uI.Yd ra hur4°t1 Ke'glat 1 sG,ft cf ir;svlatton at or Oova Via Olt,;l in,SsJed'd�;ck s;will r#a lr,t in • 7';s Pm' duet should not t`t rn.afai Suitt:c1her bky n ins3latons,r tY,p lhe,nal�c^.s kim a=came irlVAd. DAWER: PEMSED'UGHT FIXTURES—TO PF(EVETii1'O'VaHFAMNG,tO NOT fNICEMATE ON TOP OR WiTHIN'3"CF 5(1CH rVICRs T.R'S,%4: N.r1G DO.E9 tbj Al PLY Ta 7YP£10 LIGHt rIXTURE3 OR - F1XT'RC-S"M THERUA,LLY P,g MCTED SALLAM, TO FLtaORFSCeh e Q.^C�:Cun,wr:eta Ca:pwa0.x: A SE f':Cgbw many a1.2'n299 EUiC@�6."�.•.W:�rnt?nS? 7 !�fti 09/19/2007 WMD 14s21 FAX ©003!CJ3 ManufacWrer trsulation Fart Shut r w T u This is CertainT'eed CdirpvtWon insulSafe SP Fiber Class glowing Insulation C:crklinkcd Corpor<ltion Vall:.-y F1;tge, PA 19487 CIDVEP-ArwF eHaRT—refry AT-11C.�pPLICkTIO ! i1,c iQi'v K"a�I:unosl[serFpfman=are ar-hi4 ve-1 al ills,:i:icknr i:5,%veigW-1nci Cc.,VWt-Spkifit9d ti+-hw insulhii(o iS:ttSl]ifeCt with pnellnutic eq(;iprient in a hrxizontai open�bN�rrsticacian. WeiNgtat MAX"NET so:Fr. riaa:bWY a'C`Ca{1• i 412wuu whG4!lw R YA..ttr CS MM 19M S:L'FZ i VA sno txm 2R►sF FCJDGS PER sc.FT. i tt<4TALiEDT}DCXkESS uCTTLED 7MONESS ?= "� �7:�r Ca laze d isrt t'k' 11 Per;r.h a i a>9Li3cQ:rxdnGn 't!i•,ipw-WOW tzjiaaas Darrw.9t+D.aMp 1x,�yip,II. u1f ra'ai gCYaf Q aVAIN"ytW' i PMI MY M k+3<:har.: shi,F.l 1 tK loss 511Yc --•�R�r, 1 - 4 nr1 aha: ROY GWr.r+ul.t,}_^ �ral�!xa Ihi��Daa t ,!!1.1 Un.i -. �t �t•< 31.8 I 0.972 — ,73 y2..,.. 29-1 079t1 T8.53 84Y1 4a I `2.2A ad � 01635 isd yS 9S?I 14:A 11.'3J tl 1AS f77 ^AR- !1.78.M t. 22 t2h t T- ,77.Y 1 S.3Y9 1C2o ran 9.ye 3.75 375 1M.4 d31k 7.?F 7,75 s_ s? 161.? O.t9C e2s ?5 R-Vslc,ei I n i d.:tLNrriiif d.in rcccurdanC.z witII A LIA C 0 8 7 u:d C:513.Ct)rip i with.4,SI'M C fA x Ty 1 1)not(i af:c Applic^atir.mn. 1n.G31 irs!aIlt d t)•t-j;rjess tr.�t(nfi per ASTX4 C1374 using Llr+isu1 Voil10vtatic Ii1:4L. Fear, 1 S-irrh p, ! syp,^ru�tc� i;,0 t's. 4-inch dilrriCt(!r in-anall u rrL-ptC+11,(owing hose. C0VE AGF CWT—CLOSED CAV I CY RETROFIT 6VAL S,FLOORS,CEI:;";'w)hs'1'i lr�1TEQNS 1'!'� k�=ktwirq;t,c�rmal petkh rtnanccs;,tk'achirvrd al thu t?stcC-1�s,es,weig;ts and avenges spec Med,Wen 1.rvl�iticn •is in-Tailt'd u'ttrl IJner!.sztic Cr,,uiprnent in s;Cc%vzdls.8a_�on a'de!,ipr.d:,m;ly of 1.6 per.25.6 KWir.s. RE^'I�ttx CRr M1 D/UAi MAKIa z wr a:XI' to 804'3110 W)A&4r- I MAM PER 1=A43.FT .-PM.ZAQ C3VEAAM aOW08 PcP W'.TS; Tt1h KYE99 TocnFn�tia1jr9i Cb'chllatbr; Ysc! :¢d1�,tt tR - Ck1RY.u4frca J�marleaa;.9.�; 1J�{i!.e.t �11uYriat7JM8' lr, radirtS3'e:.Nl9u,1 t ;kW WCOl4,'CJ.�u N),q' it rol2Mk M►..'a it=w 141,3' v0liVku7:hyT ibe_ 1 S } Q B7 __ 715 77.7 423 0.733 4 5 M �5 173�— 587 C.SJ: ! 1ilJ .is` ti T�1 Bd4 o.�a7 Eia ��-THIS R�iORF YCt� C�,Y j `ddh.y,y01I sho,Acl know abort R-Values. ;! The aril shows'he R-Valu_Of Nl S insUation. R treann rcSlstance to heat-flow.The'rTtigller 1:"a I R Vsll4'2, thS orR°.Etiv 111E tt?SUI,.tif1C fl(}lvrw CuTipare 1rlsulatio.)R-ValueS before you t),-iy. r There are ether faGi0r5 10 carisider.Thp amcrurlt of ir„U13ttOn you need+:fcp£t:ds maPity urn G11,'j'diE you live in, Airm Q,J, fUel cmavin f s l s e �r e t' r 1 Y ' r '� -.l. rom in,.�fation rr•i 1 der, s�ppn;5.:u,lrnats., ii�� .ypr: i unc 3i2t:of Ynur rouse.the arnountof insutatian already ;n yra/r hOLIfiG, anct.yvt:r�UGI use I a1-d �i miy size.if you buy l�o r^uch inmllation, it 4t"11 cost Yg1j M0*than %1; t Nu'li;;ave cri tuc?:. T,)DO t`te marked R-Vati,%it is'esspntial that i iS ineuladah be installed properly, 4 ;OT Cr,IninTr�l C�t'll:.n4lidn A�dY'1t ruua+C �.�•- �°^'fti^'rr 90.2.'�Ai-sryaP�wnr�e,ylAt�_•Sa�:i%�vr?'OT 'i s DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT PERMIT# Application is hereby: TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT APPROV D 1540 SULLIVAN AVENUE 644-2511 ext. 230 Bldg.Permit# Date Buildintin *or Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 FTenant o. Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Designation Apt.No. APPLICANT APPLICANT ADDRESS c9�)b 3 APPLICANT PHONE # (2bo) Ow N S F,q OWNER L j )d 0 14 OWNER ADDRESS _ . OWNER PHONE c , C ESTIMATED COST$ �•0 7 IS THIS A CONTRACT COST? _Yes —No FEE ENCLOSED$ S 0 � TYPE OF JOB: � Pang OR C New Installation ��x Alteration/Addition/Repair Revised 4/01//2002 I APPLICATION FOR PLUMBING PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A ❑RESIDENTIAL BUILDING PERMIT APPLICATION? ❑ YES ElNO ❑BUSINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY ❑MERCANTILE FUTURE USE AND OCCUPANCY ❑EDUCATIONAL ❑INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE ❑ STORAGE ❑GARAGE ADDRESS ❑MIXED USE (Other please specify) CITY STATE ZIP 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 DESCRIPTION OF WORK j o� za5 d r e-tn AIN THE UNDrRSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBE13 AND IS T7— COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. CONTRACTORS LICENSE NO. T/- -E STATE SIGNATURE OF APPLICANT _ � .11 � DATE �mi 11BEfIERS' Distributors of Propane, Petroleum Products. 8 Industrial Gases Date: Gentlemen: This letter is my authorization for Sheila Greenbaum to secure a building/zoning permit for work to be performed at the following address: The License Holder is: Bruce J. Bemer The License Number is: 307280 r� t J(�i WE-(s ��O �O� ll�ircA5a,' � C'-�. ly, PJ. Bemer President BEMER PETROLEUM CORPORATION 210 Commerce Street, Glastonbury, CT 06033 • Tel. (860)659-3515 Fax(860) 659-4326 CT License N^.: 307280 JLH-20-2007 09:04 From: To:8605700563 P.2/2 Y ) G� S o c� ZW-20-2007 09:04 From: To:8605700563 P.1/2 BEMER PETROLEUM CORP. INTER OFFICE MEMO To: Sheila From: Brad M. Re: Permit Pulling For: KEYSTONE BUILDERS 250 SMITH STREET SOUTH WINDSOR, CT install 1000 gal. BELOW ground tank. Value of job: $500.00 DISTANCE FROM WELL: N/A. Distance FROM generator : n/a' Distance from side property line: 10'Min Distance from rear property line: 25' Min. Distance from building: 20' DISTANCE FROM SEPTIC tank: N/A Installation to conform to NFPA-58 Codes. Thanks Brad APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATE4 WITH A RESIDE IAL BUILDING PERMIT APPLICATION?AYES ❑NO NT ❑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/WIRING METHOD Y"-A SIZE OF SERVICE � D SIZE OF MAIN CONDUCTORS b V NUMBER OF METERS NUMBER OF DISCONNECTS AND RATINGS NUMBER OF PANEL REIVOTE DISCONNECT REQUIRED? ❑YES i NO L% NUMBER OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES a O 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 OFT x \ \--j -e- Z�\,� 5--k- t,�) 11A �-14 l 01 �. � �CD 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. J o(217� � CONTRACTORS LICENSE NO. TYP STA SIGNATURE OF APPLICANT DATE 1i 7 DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT PERMIT# Application is TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT PROV 1540 SULLIVAN AVENUE ' Bldg.Permit# 644-2511 ext. 230 . BP Date B ng Inspector Application must be printed or typed FEE SCHEDULE ? Loca ion of Job: $0-$1,000=$15.00 treet No. Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT b I— v� "N APPLICANT D SS 61-�- u x L h C APPLICANT P ONE# ' nn L " SOWN S£q OWNER e-- S�oyi � v \ 1 <vS OWNER ADDRESS kN O ,c L, t)h OWNER PHONE (7 11 S 5 < C ESTIMATED COST$ S C7 IS THIS A CONTRACT COST? Yes No o �G FEE ENCLOSED$ TYPE OF JOB: �SO R C 0� 7 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 V RESIDENTIAL BUILDING PERMIT APPLICATION? -W YES ❑NO ❑BUSINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY❑ 1 MERCANTILE FUTURE USE AND OCCUPANCY T Q 51 G 9 n c,4, ❑EDUCATIONAL ❑INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE ❑ STORAGE ❑GARAGE ADDRESS ❑MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATIONP/"r►,6,na S)�s �e yK pe�SIZE OF MAIN DRAIN 7 NO.OF TOILETS _STYLE NO.URINALS STYLE NO.OF BATHTUBS NO.OF SHOWERS_Q NO. OF LAVATORIES 3 NO. OF CONDUCTORS SIZE_ � NO.OF STACKS Q 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 J.5 &/er verT, MANUFACTURER STA Ten DESCRIPTION OF WORK L P/ 5��il nil l2r�1�— } elln - a t ii b CX K S , �n u�, k l+ C h e n Fufica LJIgSItrc, rfl:+ �f f�turt PL. II LA lau rYTk, THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS T7— COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. a.a q L/8l P/ 07-. CONTRACTORS LICENSE NO. TYPE r STATE SIGNATURE OF APPLICANT DATE i DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT TOWN OF SOUTH WINDSOR PERMIT Application is hereby: 3. BUILDING DEPARTMENT APPROVED 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 Date Buildi ector Application must be printed or typed FEE SCHEDULE Location of Job: ETennant Q -- $0-$1,000=$15.00 . Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof esignation Apt.No. APPLICANT Tj CXV 1 CQ,,-Y,pp C ,Q( 0 APPLICANT ADDRESSL—I41 nth(^ Sfi• P1a►, nor 1 Ile CT. 0 5 0 e Q APPLICANT PHONE# R6-0- 31 (1 - 4 a s 1 SOW N sFq OWNER HeY S10— Q 17)ui *1 18 1 oq OWNER ADDRESS %a 3 AfoTc nd • _ ran*W6-0 _T. OWNER PHONE - C ESTIMATED COST$ A), 000 IS THIS A CONTRACT COST? _Yes No FEE ENCLOSED$ a, r� TYPE OF JOB: OS�R C O� x New Installation Alteration/Addition/Repair Revised 4/01//2002 WOO-700 SITE COMPLIANCE CHECKLIST TOWN OF SOUTH WINDSOR,CONNECTICUT (� ***** BUILDING PERMIT***** ADDRESS a5oI'� LOT/UNIT# f Reviewed by $A (Engineering) CONTACT/DEV Date Reviewed !a3 r7 Ap rov PH# Reviewed by 14= (Planning) Date Submitted Date Reviewed Approve In accordance with the Zoning and/or Subdivision Regulations, prior to the building of any structure on a lot,a Topographic Plot Plan shall be submitted for approval. The minimum requirements shall include: Approved Denied N/A 1. Name,address&phone number of owner/applicant 2. Name,address&phone number of plan / preparer 3, Zoning Information—i.e,zone,open space, ✓ floodway,street address z Q.' 4. Plot Plan at 1"=4Q'scale a. Subdivision reference,abutting properties,etc. b. Easements of record ' C. Lot description,bearings,building lines, distances,area,etc. ✓� d. Contours,existing&proposed,1 Or 2ft.interval where appropriate e. Building location with dimensions.Elevations of proposed finish floor,garage floor&centerline of road at driveway Elevations of gravity drainage systems,sanitary &foundation drain at the house and the street g. Tentative utility location(gas,water,electric, septic system,etc. 6 Y— h. Title block with name&address of preparer, date,appropriate certification,live seal&live signature consistent with the Board of Registration requirements.(P.E.&L.S.) 5. Sedimentation and erosion control 6. Special Planning&Zoning,Inland/Wetlands considerations(Plans on file w/Town Clerk) t4 COMMENTS:� Cxi�z'�� �Knd��`�►-� Dro-i Pc-s SCp�ic,74�Gw, s/engineering/molloy/building compliance checklist 03/23/2007 FRI 13: 24 PAX REScheck Software Version 4.0.0 Compliance Certificate Report Date:03/23107 Data filename:E:iResdvck5lBorbeau-250 Smith St..rck Energy Code: 20031ECC 1-xation: South Windsor,Connecticut Construction Type: Sengle Family C-Imkg Area Percentage: 2179 Heating Degree Days: 8155 Construction Site. Owrer/Agent DesigneriContractor. 250 Smith Street Leonard BaMau South Windsor,CT KeysLlne Builders 123 Notch Road aranbv CT C6035 ■ 5� ow A Perimeter U-1-actor Gimp 1:Fiat Coking or Scissor Tr.tss: 16U 36.0 0.0 , Wei 1:Wood Frame, 16,o.c.: 1344 190 0.0 63 Window':Wood Frsme,DoutAe Pane with tow-E: 242 0 460 111 Door 1:Sold: 20 0.140 2 Door 2:Glass: 41, 0.420 17 Poor 1:A/Wood J6irlrrrvs5:Over UneonditloneO Space: 960 11,0 0.0 6P Floor 2.Ail-Wood JolsbTr as Over Unconditioned Space: 704 30.0 0.0 23 Furnace 1:Forced Hot Air.9C AFUE Air Conditioner 1,Elocitic Central Air 12 SEER Compliance Statement The proposed building design described Kara is oensi5lent wit the buildng plans.apsaiiretiprs,and other Calculations submitted with the permit application.The proposed building has t*on designed t0 meet the 2003 tECC requirements ki REScheck Vorelon 4.0-0 and to comply With the mandatory requirernw s Inked it the 11E3dteck inspection Cheddiv. Name-Tide Signature Data; Page 1 of 4 - 03/23/2007 FRI 13:24 PF..'t fd0331C09 REScheck Software Version 4.0.0 Inspection Checklist Date:03t23/07 Collings: _ U Ceiling 1:Flat Ceiling or Scissor Truss,R-3&0 eavity in$utdlion Comments: Above-Grade Walls.- 0 Wall 1;Wcod Frame,16"o.o.,R-19.0 cavity insulation Commonte. Windows: Window 1:Wood Frame;Doible Pane with Low-R,U-factor.0.460 For windows without labeled U-ractM,describe fmtures' #Parses_Frame Type Tharrial Freak?—Yes—No Comments; Doors: ❑ Door 1;Solid,U-factor:0.140 Comments: ❑ Door 2:Glass.U-Factor:0 420 ! Comments: Floors: ❑Floor 1;AII•Wood.16st/Trues:Over Unconditioned Space,R-11.0 cavity Insulation Comments. ❑ Floor 2:All-Wood Joisrrusa:Over Unconditioned Space,R-30.0 cavity Insulation Con:rien:s:.- Heating and Cooling Equipment: U Fumacc 1:Forced Hot Air.90 AFUE or higher Make and Modoi Number, ❑Air Condtticner 1:Electric Contra;Air 12 SEER or higher Make and Model Number. Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that am sources of air leakage are sealed. ❑ Recessed lights are 1)Type tC rated.or 2)Installed Inside an apprnprlata air-tight assemb'y Wirth a 0.5'clearance from combustible materials.If non-IC rated.fixtures are installed with a X clearaneo from insulation, Skylights: ❑ Minimum Insviation reaulrereant for skylight shahs equal to or greater than 12 inches is R-19. Vapor Retarder. ❑ Installed on Ot3 warm-in-winter side of an non-vented'ramoi ceilings,walls,and floor$. Materials identification: 0 hlatedals and t:qu7pmert are In:taled in accordance with the manufacturers inetaiation instructlone. U Matarials and equipmert we identified so that compliance can be dmerftrieo. Page 2 f 4 r 03/23/2007 FRI 13:25 FAX U004/039 L3 Manufact.:rer manuals for all installed healing and cooling equipment and serv,ce water healing equipment have been provided. ❑ Insubdon R-valuos,glazing U-factors,and healing equipment efficiency are clearly marked on the buuding plans c r spedricat ons. O Insulation is installed accord;ng to marufacturor'¢instructions,in substarufal Contact W ih the surface being insulated,and it a rrenner that achieves the rated R-value without compressing the insulation. Duct Insulation: Lj Supply ducts in ancondittoned attics or outside the landing are Insulated to R-8. ❑ Return ducts in t,ncondit'oned attics or outside the building are Insulated to R-4. ❑ Supply ducts in uncor+ditioned spaces are Irsulatod 10 R-8. 0 Return ducts in urconditionad spaoe5(except basements)are insulated to R-2.Insulation is not required on return ducts in bascrrcnts. Where exterorwalls are used as plenums,the w81 is insulated to R-8. Duct Construction: Dud Connections to flang6e of av distribution sy,lem equipment are seated and mechanically fastened. ❑ Ali joints,seams,and connections are securely fastened with welds,gaskets.mastics(adhesives),rrosGo-plus-embedded-fabric, or tapes.Tapes and mastics are rated UL 181A or UL 181B. &Ceotla ts: Contlnuo.isty wa;eod and locking-type longitudinal joints and seams on ducts operating at less than 2 in,w.g.(600 Pa). ❑ Tha HVAC system provides a means for balancing air and water systems. Temperidarre Controls: ❑ Thermostats existbr each separate WAC systarrt A manual orautoratic rneans to partially restrict or shut off the hosting and/or 1 rg input to each lone cr floor is provided. Sar'vicr3 Walter Heating: L! Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the mter hater has ar.into;at heat trap or is part of a dreutadrg system. ❑ Circulating hot water pipes are hauled to tle levels in Table 1. Circulating Hot Water Systems: ❑ Circulating hot water pipes are imutsted to the levels in Table 1. Swimming Pools: Alt heated sv irnmin s have an onlof,heater swlich n v❑ 8 P� and a cover unless over 20 n of the nea5ng energy is from non-aepletaete sources.Pool pumps have a time ctocit. Heating and Coding Piping Insulation: J HVAC pipirg conveying fluids above 105 degxes F or chilled fluids below 85 degrees F are insulated to tre levels In Table 2 Pogo 3 or 4 03/23/2007 FRI 13125 PAX z,005/Ci9 Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness In Inches by Pigs Sizes Non-Clrcul"ng Runouta Clreulating Mains and Runouts Temperature('F) Heated er Up to 1• Up to 1.25" 1 5"10 2.0' Over 2' 170-180 1.0 1.5 2.0 140.169 0,5 0.5 1.0 1.5 100.139 0.5 0.5 0.5 1.3 Table 2:Minimum Insulation Thickness for HVAC Pipes Fluid Term. Insulation Thickness In Inchhes by Pipe Sizes Pip:tg System Types Ren4e(*F) 2'Runouts 1'and Less 1.25"to 2.0- 2.5'IA 4' Heating Systems Law PressurefTeftVerature 201-250 1.0 1.5 1.5 2.0 Low Temperature 106-200 0.5 1.0 1.0 1.5 Steam Condensate(tor toed water; Any 1.0 1.0 15 2.0 Cooling Systems Chilled Water,Refriperantand 4055 0.5 0.5 C.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(9utdng Departnwi Use ONy) Pape of 4 J From.Truss Engineering Corporation To. BOB HORNBECKER Page 3!4 Date. 2/14/2007 9.51.05 AM T�RINTEDpV: 021t41D7 PAGE 1 CONTRACTOR QUO QUOTE# QP702006 DATE QUOTED:02113l07 IQ 1 vvvurrm a 1 VAL/O Ujvr L. oze eTiroT ENGINEERING PO BOX 51027 CORPORATION INDIAN ORCHARD, MA 01151 ,Job: SMITH ROAD S. WINDSOR MANUFACTURERS OF ROOF&FLOOR TRUSSES SMITH RD Phone(413)643.1298 Fax(413)543.1847 Toll Free(800)456-0197 SOUTH ININDSOR, CT Quote To:Strober Building Supply Inc. Requested By:BOB HORNBECKER 367 Ellington Road P.O. Box 280265 i East Hartford, CT 06108 Quoted By: Paul Griswold Attn:BOB HORNBECKER Phone:(850)-289.-3474 Allow 2 - 3 weeks for delivery BASED ON ORDER CONFIRMATION PRIOR TO., 02/27/07 LOADING TILL-TCDL-BCLi97CL 6T S7PEGS 1L ROOF TRUSSES INFORMATION 30.0.10.00.0 t0.0 1.16 ROOF TRUSS SPACING: 24.0 IN.O.C.(iYP.) LaYOUT�vPG 02H3A7 PROFILE QTYj PITCH TYPE BA3E OIA LUMBER YRHG 7 CANT SHIPPING PLY Top �T TRUSS ID SPAN SPAN 7Up 8 T LEFT R*lf HEIGHT WEIGHT I SPECIAL 014000 7 8.00! 5.00 S01 132-10.08' 32.10.08 2 X 4 2 X 4.-- — I — — — j 12-00.03 150 I I corm I a1 go 0o 101-oa•oo ! _ 19 too 0.00 M11 35,MW 33Q600 2 X 412 X 4� 148 ) II' f COMMON ICI-00.00; 12-000� 144 _f 4 1 8.001 0.00 TO1A 3240.09 2X4 2X4 r_ ! _ f .;i�. GABLE I IO�'�� — _-, 12-0403 182 ( 2 0.00 0.00 TOIASGE 1 3$4*M 32.104M 2X4 2X GABLE ( I 10 00-- 01-00" 12 .00 I 2 8.00 0.00 T01GE 33-00.00 33-MOD 2X 2X4 — `� 1 ,0&03 188 1 ! 0.001 0.00 .• T02GE 23-00-12_ 23-0412 2 X 412 X 4- ! —I 09-01-08 t 16 i OABLE LI40100 01 00-00 ---`—• 04-0814 38 1 9.0o O.00 T09GE 09 0&00 09.09.00 ;2 X 4 2 X 41 —�1— I VALLEY 1 I _ ! { 1 1 9.001 0:001 V01 j 18_06_01 J 19_06.01 !2 X 412 X 4 07-0312 83 1 i 1 I 9.001- 0.00i VALLEY V02 1 15.11-08 15.11-08 2 X 412 X 41— — — —I —_ 05 11.12 I 59 1 VALLEY I _ _ I LiJl� ;► 1 0.00 0.00� V03 12-04-11 112-04.11 2X4 2XAL-- 04-0'42 42 LL L—�_�— -- -- ------- -- 1 9.00i 0.00 VAV04 108.10.01 0&10-01 2X4 2X4— — — — 03-0312 24 VALLEY 1 9.00� 0,00I V05 06-03-08 ' 05-03.08 2 X 4 2 X 4- — — —1 I 01-11-12 I 13 This quote is valid for product as listed only. The layout and takeoff is Truss Engineering Corporation's INTERPRETATION of information supplied to them. The building ownerlowner's agent is responsible for coordinating custom dimensions and special details between trades. Truss Engineering Corporation Is NOT responsible for field verification of dimensions or conditions. The building owner/owner's,agent should review all drawings for dimensional accuracy and specification compliance prior to ordering. Any changes to this quote may result in a change in cost. By confirming this quote,the ownerlowner's agent accepts this product as indicated by the above information and all attached layouts and shop drawings. Truss Engineering Corporation strictly adheres to the Standard Responsibilities as defined by TPI Chapter 2 and WTCA 4-2002(available upon request)regardless of any other project specifications(unless explictly defined otherwise in writing). � I DESIGNS REVIEWED Approved By: -- ------ 'Date: --- ----------- — I IPO# From:Truss Engineering Corporation To: BOB HORNBECKER Page.414 Date:2/i 4/2007 9.51.05 AM 33'0"0 0o 0 J � I' I 3 0 I � 1 w o f c 1 v01ASGE N � Q� Q C) oX o [f� I -" o� CIO o v fA II. 01 ASGE O6 f J w 01 01 T01 GE 33'0"0 0 I ,•,� < A 5, �: A { �� � � �.� i '�R `t From:Truss Engineering Corporation To. ^OB HORNBECKER Pape. 114 Date:2/14/2007 9:51:04 AM • QUOTE ONLY PRINTED ON: 07J14/07 PAGE QUOTE# QP702006 DATE QUOTED:02/13/07 181 GOODWIN ST VALID UNTIL: 02/27/07 ENGINEERING PO BOX51027 CORPORATION INDIAN ORCHARD, MA 01151 Job: SMITH ROAD S. WINDSOR MANUFACTURERS OF ROOF&FLOOR TRUSSES SMITH RD Phone(413)543-1298 Fax 1413)543.1847 Toll Free(800)456-0127 SOUTH WI N D SO R, CT Quote To:Strober Building Supply Inc. Requested By: BOB HORNBECKER 367 Ellington Road P.O. Box 280265 East Hartford, CT 06108 Quoted By: Paul Griswold Attn:BOB HORNBECKER Phone:(860)-269-3474 Allow 2 - 3 weeks for delivery BASED ON ORDER CONFIRMATION PRIOR TO. 02/27/07 ROOF TRUSSES LOADING raL.rcu B U--WOL I STRESS iNCR ROOF TRUSS SPACING: 24.0 IN.O.C.(TYP.) LAYOUT WPG =3/07 INFORMATION 30.0,10.0,0.0,10.0 1.16 PROFILE QTYI PITCH TYPE BASE O/A LUMBER OVRHG/CANT SHIPPING PLY TOP s0T TRUSS ID SPAN SPAN '0P e0r �e�r FGMT HEIGHT SPECIAL G1-00 00 - _1 12.0403 �m 7 8.00 5.00 S01 32-10-08 32.1408 2 X 4 2 X 4- - ,3 I 9.001 0.00� COMMON n 133.00.00 1 33 0400 12 X4j 2 X 4 01-00.0o 101-00.00 1 12-00.03 tl� I COMMON I I Ot 00.00 4 8.00 0.00 T01 A 33-00-00 32.1 D•08 2 X 4 2 X 4 1 - -1 GABLE 01-00.00 2 1 8.00 D.OD TOtASGE 1 9300-00 1 32.10.08 2 X 4 2 X 4 1 1 2 1_ 8.001 D.00� TOGE 1 33-00-00 1 33.00-00 12 X 412 X 4101-00.00 I D1-00 00 I 12.00.03 I 1 I , 9.001 0.001 GABLE I 1- - - -1 1 111 T02GE 23-00.12 L23-0112 2Xdf2X4 j� 09.Ot•O6 t I CABLE C1-00.00 �D1-00.00 j 04OB14 1 I 1 9.00 0.00 T03GE O>i08-00 OD-00.00 2 X 4 2 X 4 i + dot 1 B.OD 0 .00 VALL V01EY 18-06-01 19.05.01 I 07.0312 Izl� 1 1 9.001 0.001 V\02 j 15.11-05 1 15.11-06 12 X 412 X 41- -1- -1 05-11•12 1 1 , i 9.001 0.00 VAV03Y 1 12-04-11 1 12.04.11 12 X 4I 2 X 41_ - I- - D4 07.12 I VALLEY _ 1 9.00 0.00 VO4 08-10-01 09 13-01 2 X 4 2 X 4 - I- - 030312 L 0.00 V0VALLEY _ _ - -I 01.11.12 1 8.005 1 05-03-08 1 05.03-08 2 X 4 2 X 4 ROOF SUB-TOTAL: $ 3,085.66 This quote is valid for product as listed only. The layout and takeoff is Truss Engineering Corporation's INTERPRETATION of information supplied to them. The building ownerlowner's agent is responsible for coordinating custom dimensions and special details between trades. Truss Engineering Corporation is NOT responsible for field verification of dimensions or conditions. The building ownerlowner's agent should review all drawings for dimensional accuracy and specification compliance prior to ordering. Any changes to this quote may result in a change in cost. By confirming this quote,the ownerlownees agent accepts this product as indicated by the above information and all attached layouts and shop drawings. Truss Engineering Corporation strictly adheres to the Standard Responsibilities as defined by TPI Chapter 2 and V4TCA 4.2002(available upon request)regardless of any other project specifications(unless expiictly defined otherwise in writing). r '-- act ;� +:• q M r R ! ,`dam c P• i �"� f" '7 y} .iM: r:,fi ar." ` e, �•--� "�; „" • ,: tdr' t `°' &S 7+ r r a d �yj�� x 7•rw ##Y FFFF� 1 •4 } ram• lie '. `t .'iL' ."�,1:1x ' a' - �;�- cr 'rG. "rir ',pt"i: :3� .Pi.,-Jt { -X•. ^.i .'hr"'v - +.p� r'� 't ,�'• p, �. 2 rc d 'a`•i-�:, �f`ttlsc •\.t: /�;nh ..,'r,.• y,;�'�',�• � 1 k ''�iS•gy q,1;G.. �.' � �• '� rel.,'h,I�•a t� Q y- ,r -� 'L �,, fr a:.,''1 .''�'`t:�v,,r fa1+.! �5 � � w.y}7 i. �'d ,�. '''� .rR'r4F t. gPt,J'�yr`,'. 2!^*r�ieti"� �? f ���• "y�,�+.,� b A`'• .�. '1 �' �,?r�.. ,;1 .l `: +;i'. „�t ;''i„gJ 7iy f{.- �} �:'�r�'•l�y�.' T...r. Tf. �+' '.� t :::: �'-,�,' "t. : ��'`. M�s[d �rr a r.tr st. .'t`'� �4 .ri".�7 a t�,iS;^a}�. ,Lt.`�'."j,1 R�'`.x�i`.,Z r.',s; 'St t. ifv.uS f•''F.-"��i��"�. ,l„ "' �.<,qC( a,',.`tD•f� .=.,�A* ir QV U e.•f. 1• l ` t.. '7'r Tr' ( f:,i• ,, ..r: H ai,�t d,-.y ,r. `i�"y`? }" .�.., 1 ) �, � it yri�jr,'�� - �r��;�r s a��a. �s�; r �-�„, ,e; !�, >�''�'' A ^�" ,,Pr'• tx, it` ��� r�j.' fr��' '��,r r„�.: -,a '�r i ,��,r ;;t1 b� � a4! .Ni'4j\.t •L�, h3a�••�A 4.,� "'�w 1`� ,,� tr �` s� �" fir,'i'.if ''lP'rH ,.., �X• -r- ,err � •1� �{. i��i:, '1 r' � i t �7 �S7.r`�i1� }t.•Y.rS !r•''` r'1 .� 4 't 3 ,;>�prr•' ?��y}"��"crr i�-�1+8,.n. a �M1_ ,. �I�frA�'r p,. + "4'.A}5• wf,.,�^ �'' 1 '� "';;t,���tteer.- {. i`' ,:� �,.�LL.r�•.•�!' .-< x- .�?�` ,k',,; ,� �, ,e�' 'r:`' i •a+^#"�- ,•i".. �t'�t't•4:',~ `';' .�y1, -too J. r ..- .:rW '. fa•' ,.1 -.r. .y4r. T' °v�" „ ' .w 7..I� L..w'C� ::r! .�� -A �f } .�: ^i•.:A, r.'t,yr.�,l..'pt- �s. 'x`. ..tj• ¢ '(C.-r•`.r. ;:i-'�=+•7r.+ a• •'rt ,�-.. �"�"}s: � :=i. R. p -, r 4Z.:,C.r .k4 i!': ,;_. > *:.- ,!4.�'f .,.r.h?1 :.r_ 'l. Fa- ,/"- '`t:.'- 7`l,ir' "'.k r •K•r•'!,x ,r; •., ? '�'�. r .1 �. �! k^: �'� .§<.n�.. ..a _. sr.' i« ,ti 'dt^ „ijr- 'I!-� ,F. r+t. r .,� r:Yv. ♦�,,, ,,• ,f r j • x i-r�,,T F.:,�' °o yF,'+ F: ':: r", a+... ►:•;.h ft. ,. i. .,. '11 r r.' E(><. ':,�r, .+••+. ,. .. }}r•r. i 4 9',, +.. '44•, ,},:P'F+s(i s ',#?. ,.arr„ .s:•. - . ;al.,. :h.. t b ..E: t ?c ..., ...,i e,,, ,r;a a '`, ._ ♦-4t-, ,..,: .. ... ,- ` `$:'�' �i .•p':` x ...4. _r, �pr,� :A? -, A. -� +-� 1��' d. ' ••h' -''�. :�,. ..,> id ---:.>!;. L.�""1z,..€€. . 2'�'-"5.• �t -t1"Z.glf'.�.-r r'f r'i1,. `4.w+ tw.7:' N' "tY t}. 'r �> .;�; r-.�1. •. � :��° '.u. •�.: ..�'�. ,} y`i,' :er 'k:- '�'h. .��.'•;a �l. _ "Q'. S! .i�Y� ..�a _+ ��� Q.� :,,, t r '-}4' ,tT�.: "^riy"��f. •, F,. 'r •i'x y, ..7,nb �,�: -r-'.i»� ,t t z�,i ,'�j-��_c�'. .n � t "�,?ir` �;Li ,; ay 1+�!r 6 s. X:st} er .. �. t .t{, -d;':x �''; .ice !°,i a ti"•:i-d1.'. •,r �r. , �:'�.�.4�.i. , _t. , :�# i r.- :-tL+� 't.}' .4�.t•ft..- �. '•t'- 'a, W It �}r." �• r .. -.r l ,i t .i• n � .ai,1. +, < z. .r L::r,,y r�• i �„k 'f!r.'� �: �-. 7�'"1 w ::'.r'` �r � .., y� t`-� '�,�f:,;^ �':";'yi�,.�, ��, .r �;,tii'!�`s::.ts'a�r�i`�r •w%, k..,fw' t r � ,f�, T , .M1 .a. a ±y� ,,,Tt ;t?� .1•�� �k'' .•� -ear. .? ;.�'Y ;} ,+t- .art ,�•' rl;:.r X'. ,`, �;• '^y'PP,� ir+ .�,• � Fk' r5`k' �,.;. t}.�!',,}r j S. f.�;o.•f'S ..� ,"x� 'M,.'„I.1,. y, f�+ 1U ,5.. t;.- a+_I �Jl"T' '*:�1+�,=�:.5 fi,},tlN„. .�... ,/:.:t :>�� 'r::���a-�'f.•:t;•!'�j�3:`ri Zt�"'' t.}'Yt+♦i•. � ,:�{.0 �1r4}�i%�. -1 :'�M S t�;�`1iY.r"- .tR'�i',�`.�`•+5:.�r `'�}• _ '`+�' ,- ''..3�...'�..". � :i:;�. .��.h�•gw fit::, 4''y� .�._ ,•t1^y, c'". ii.••{•��,�, y4+:. �:��'. �`''• .-S.t-�, ,.0 �� 'j.':. ..... i r��'r, �f. �y ,s{.._ -b P.S`'1-�. � .a.i��, x'T'.t4• ?."s'- •aiiyr' n - R� ,. 1tjt,ra+�(.i. $,:�. r',Z' �. y %a .,`a, ,r_w" e ,:� *4 ty .,c-�;�•.+.-•MA',E���V�e,.�a`a; :.X:y��� rr�'" '�a +�;.;�`r 3 e�t+•a �1: «,, .��, �, * . ',1,57. 't'.k��. �t .k'- ,rtq,� •4 �}'. ...y1 ,»y•.i,{,��:V :,�+, Q:i �' 1 a, Fay{}r!. ;A, . ..^,•ttr7'� 'i,Fh':•'. �. �9. a�- :�+�:!•' _ 7 -;�i :;?.. ti` ;'.'"ti= �'��`:AA�v__ '. rc;Z+�,�4r :.fir t �"1r: 'y.•. -r` Fi+'t.. : �.'++Z�"� '��°. `wl-�:'r,a 4, �-'�' • �:.+-K:'. ' r � ,•l •. ,� v. • -A d.rT- ,}:'rt'4"' i�y '�: •, �. ^} "a -�' "'r,a.l��'i t\,; �.,.tr,'. y,,1 fi iri j', 'S�'._-� ,1 3#:���;. G-, ,. �, y�, i _ }, ,.-. '+ts•..5. re 3 +;. ,t aS' Y:. 1� r 5' .1'�! � `4'`�'`f-"->5'.y',-,'%� �••rti: ,��y1a•� f; tr"� r,et'�.r tj,�l tlE:e. y1....:��' :.J;.�.. -i.. :P' +f).� !1r t.. 'T[►' 'Yy�'�+r,: j:.. G v,,.� :Y�: f 1,.-. 1 � a:�df�:, -\. '�`:G,',. �" � :r• tY: •���r�1' .,,,M 1•y is j f•T 4 S... "7.,��'�..:'�. rr, }:� '�S?,',r •e, ,i>< g, .a.i� dti;•3. '�l, l -•yc<5.} ;-# 7*. '7 rR':i•d` Y Sk'j 93' :'7.{. 'v: i,� :1, ."Sh4i --�' .z�'' -/�.,!'!._�•` � [,r7i•,- _ .J'II $n' E'�,�,•'`-_ * �1�,.�ff ,u�r�", 4`� ,�`.i:.�(' i''. 4 � ,�,.2�. t D�,y' r 1i)3{}ir�1 `.�+' y` ti �.A;. ,�x� 'z'.YF4. r'S,y�.� -.7� - .'aJ �'�' �,q�k 4; ,?'�, .�.R j..ta�`.�j y ^ 'tL- -t��. ;,>• i:...�_-.t j?°> ,. s'r � r�i�•L•:t r. t 'r: r .y i �7.: V t' r �� !: '�.'t• ''°,..�Jrw}4� .+••yl 'I'i r' �.$K�} •' 'r��y tom, : - ' ::� �.: v�.^'titT,., f."frt�. �'� ,r+. i' t�`. � `.1'e} �:+�� 6•', i}. !�- �:;r�' - a1:T„"fi"i.♦ �i�" �.E",d 'XL�.a .. k. .,� T :#.. r _, _ i-. .{• �:. .. - ,., ` •j+�' r;;b r Y' '.,t.� �1,5� 7► t - i .�� r y•. ,��+1 -�'S'� S.r.i'tt'� :�p?:.a. rdby�i� , -. « ;' `t '"11(`,`�[ n s .nd, Y ' ,1: 4�+. w i tS!t �_?,,J� ,}r �;,^��hhy�e Sth �..''r�.1 } e• •�. ,�' T \�$` „,,1N�, yq r Y• js }y �c sFj y 6� "t3 t ^91`I,^� X+'1 tr l 't. ?'. t( yA +' is�" � � • ' h �: �., � ,•� �'�'.t` `s. +x�! 'e r �• ",,�„„�Z �i. i 'T '�"-Yi V` :;�•f.. ,,..t,.r a;% . t, r �:'•a' f• "a; •z. P to a+'•``'_ ' .T •'U h�y�*rt`�' r?- i'�a,^p. � ''if':�s . +•i �. •`a .1 a V .•.t 'S+�}'�Ir ! ,.,rf+: !'/`' _S � \i�r .t:. '4?X -.i.<), u,;,. .�q •�, a��,.iKw, �t �'Q:., �'ts�' ,.r ".�f�\�^�x.:a '�: �. �, 1 i�::4 st J,�'`.1� .�Ai'.f� -'1 hr r tti r -3 r^ C;•!# � a!ti )�� '7 ):� �., +��. .�:k"(� it .:p': � .F�`..`-.��`t..�r ,ir �>. �_.`'.' .:��';., �:�.� :t C ; ..i'� -.t�. } -4- .iL ..',�. •' ,;�",.' ,,.,..y 1, - i,' .."_-' ;a�r i� - ,},-•^y1 'a ; .-LR:'Tr: n..�.:. sf -r�>` '�-.}.r •t.,,F�'. �rri <;s .�,., �„f.., t t:', '+n, 6 G,f .. '�a.. r.' ...f, :,. ..Y F. _r,:{;c' ,E-....dc: +,.,•-,-7 _•. ..�� •A.,.t r. 'a •�=.- ar.�¢y.•,:f't - ` at��'' .�•A.. .rr ae"ai �:..11.. ,t r`'�,.y vt t°'+ c+• >i ?r .3» _, : :dk i -.,i s S t. f a,'• . . �ri1''"' '•'1 }}. ,:.. ,. ;. .art w1,:5:' � •;3.xt1`..o-;'•'.. ,:.: .y� �•.' �'� +rti'i°�'laP• ♦ r(�1� ��] rMC tfH � E i.:f^•p, .�;fr? 'd• tl !lr• R•tan 'y- ,}ly. ,{{? ).. •.I,e.af.p} Y.. Y ..t•�. +,,.y, � .P, fit, p � 2.h f :�„' t.v tf�r'�VR.r" V ..�t.0 � ..r�,,,S � n: 4 N �J'.�.F: '{f: hF :�:.: ' � .0!r a�"�.g:. .. ..7a`•:YR '. ..' .'' S--:,I' �:.-. .'�;3r�;'L ��if -,'� ,.r!5t. u!yr l � "T�µli" t -7.- �:...:!v. � •�: ..��, ,t. 4. .,,. ..�' , ra1".;.a1n,;f•+ �. :r,,5.�.n1S:�-.�ry;'=, "� .e- y.. �^ � ,y, *t?� .4 t.. .-Ma''�r�. iy'ww �a.(rk t� ;tw.rY�'s t?'F .k R:r t��,,++.. �a}1, .t�.,, !> •j.t.Y ^r � '{ ^S ^tt. "� :..x:j/ :,,,�_,+�' +��::: y{% Y• .Yr -rI'•�r.�;,* r•}C �i,t: V.i 4 *'C.1�•Y� �,r: ..{ .,y ,>> }}!.':-� 2t I','k� r.,l i.Tp } , �s,•e > :r •^•` :.`M c' .'+: -� r* X'i.* -. .,'�54;21- r,,', '[yam,�:. t.. .;..7'f.:•llt 'SOV'd� 99''�..f. W'R.t7Iv.. aY,t•,�`it. `�"�F ..d l.:r',•'�a.'f +'•�'y:' :I,+�A ,^•Y a. �, z; F :'PSb'sY+;.-•�'� •-Jr _w ,. �..�x,r11�1. �,� r,:;�'r?4ii�s` �• ^° F rG '•S"' � ;��h,. r } y,. •,'.g� �� �st.r +���yycrG!'�. 'n� . `1� ��•+� •�4►'�' i •k• L* !` r 'Dar' !fi• ' { i•.Lpa�'','^�,� �,.�, tw i,yK f.., < ..+. *r f ti"r". �. 4.'!a,: �.' _ L.- .J.,,rz, _�� -Ct'. �p� •O;z,.:i ..1'.'( ,x - � r'4:• ,s.: *r::. �.' a .}=: }•'td�`.1.. yu •?5'.r'. �. '+^'.�w � >ai' d">.' � ..��a. ':4r 4 �.., :t',(''_y�y�1't. .i'�..a ;1. _�. ,�,•i�.�. �',:. r t f�"It�-� � _ v`' ♦" .f �r r•C;,: I:i#'L-t}r i c.A? y i'i',:1:+ � ;+�Y:''�t t�'#''•:;�,.1 . ii. h.^'�`' '1,. .�'.t •' Y �t �r-'Ci :,�! .i 4..� Y••:�'"'...- ...,. . '� ,:« 'i 5. �"\�, f' f.'� w I '1' ..�F'... .',r•�ya '�., J':; ' 1 !..- l '� c ,dt4�' '%t°•.. x _.�f`>'�:. :N '^t.r -_a... y �'�� r j� - a - a .rrr,, •S'-7`�ys :.V,,"t�• s: `l: h �`. ...C', ..- {,. r: #�}5r''vF`. ;/. +rr ';1. {' + ��'e Q 4 ^t r. N, �• "'M .5;, .' '�7+ 1 �a.r, 3 _.,y; •1:'S'S`'"y '.j T, .•:v ,:.a' r,. •),: 1t' f. _ �• !.. "1*.'` ��'...=j'41' y.'"=•k. ''-+er' .r ,..i, ... _. .. ? .✓•-, .� .)� � �Sf�.t: '_} £l; L+�•'r'1C;r., .4.r`-a {.,,... .fti`.;. �•}. ..r:. i._ t:, '�('.�''. r�, •'t ::r ..r_.� -r4::' .r.N.,t'- �r+ ,fa'� ;,X: �• .b t ��i•'i :t� rSr i o<:. 1./:�,.,,r ts� ,t,i• �r. to , ,.,t. nrt ^t. ,. ' .h ,r� f. ,h. ,,• ������'. �?`s s, ,:y, ��:sr;• }, F"';Vr ;i;�l: rj t:��'' •u.'� r i rn,et _.,1,,. .l. + t '+, '':' - " r ,:n �� l •w- .,�; F.��,;. 0 -. :��e `.;�' � x „v,,3+,d,f �': d:'..1 �. ..t ,.r !.. ?�'. ,1..r, f 1 ;.N ;"y: :;br. : tr" �.>�'r .hti+' ,c.a A, r,. ,?::. �,. 1 •'. `t`. t.:t:: ,,' 1. +: - �' ,.;Y- t, .,tr'_ ,'t t ff a+-r ,f.:= <.3,. - 'is. . �. r 3: @• .: A..� .� d,4:`"�.� f�h,wL, ISM. •,..ti` k {,,'l ,N::.�' c.� aA k:}','•E�r -df - '"�. : i � e.: . ."'C.. v'{+. ,-'l:?If.,aY( ;�,V.�, �:..P+ a'.•+f � tii4yi,�k�:, ,t r+_. 4-i `,�'_.:�)� 1 "'P' f.''4r �ri"s �..y-: ,it t`,1Fr.tW- a,,,. �,y`�,Ft s' �� :i,t. :h'hG`t .?� e ,y t�S 74J r:,w,,. •� �, ,� -, � .:�.,. .M1�ti� �r�."�}+ri' � 'y.'wtr 1 ,5.' o��- LS �3.•.,r� '����+ ._�f�Jrflt ''C ht_ �' -w. .Y�'�•�ata1''a '.ka 5�. j�,.1 C,' +L t��r' �w "�� '.,� •i • v ��;; z r_,,, :t- a' *• '' .r �'a nr ie e yr'�,i! t�" 4'•, ` Ir ttsr'9r'r, _ ,, r � x<y d r4J�fi. 7 �•„ ° ,.i., .��r ,�]�I T. 4 ry� 'K:. -a'1{' .r S i<�. �, r +I,.. i.'„ ri Ann f� (' I' a'V w 1 M•*' dT{'..tf.. E. , ,'.� -i''�:1"J'A.::-:, X�. ���� 5' ,..- +�H�' 6i. ,.t.F,�'�-... ':.. rw'�� ti' t,'' •';;' .o .,,b.SK:P ,z -.•r-. ,rt�.'y d �'..�,.,y.. si:?ic�� �t c., .+..n a.".", :..:�,,. .�r,..^r. -•� ..f°' .,r} .i.r�.+ _t,,.-7..,, ',.ry :.u, t ,,, :a n, �n•.:;,�., J• �al'Y•' <; .,..A.. , .d,n,-; :1. r: N^? rra n r..1. ..,. ..,'..'. -;af J.v.F .i'�. ♦ 1 ='S,t ..,Ott ' �{j F1 .., t}�.7' 'R't: !_,'✓` • Y♦`k. ,r. q .'i • j Y �- '�* ., -':],:._' ,`� -, � kf--:': ti .•S,Yf,r,. ,�,'y� �'' :,x d.c ..m'. �i.,Y' t.-'�:: E'',. ';. t. `A+ :?3+r- .! St , ':-- +:.:, .•_y:_':,.;,,yo.^,.�.t9.^t.r :�a.rr.,.r .sr �.'.!^. :5-,y ,,,q is;7l. `e', n .r,'. �'4,ec:_ rq -" j, -f;:_. ;'K �`?!. •'ti. '�� .,- n F• i. _J,'..� P :''i� !� aY'r t.rt.� b ^t .4; ':F5 ::r r Rom: .'^`6 iy�'1:-til l.. 'r' tj� �,r� o Q`r _.j .r. �4 i'.ii :i♦;t:� '�''. #•+ a: T.. .'%` -,r•6,'.� ,.trt ,s +`c'iy��. 1` •Yf' r/ � a!-{ .v:^ "! .-Yr r. r,q 4' 11' ,3,,r r'ti ,'�,•t Se ->! r.'( '„r,..,5 t r.�'. .�F L. .'fSf:%.r�.i .._a, { a. ..� '-`., - r�i ,(�..f"r-� - , L ,} 1t;Y iiX } �� 'N.• ..• , - * F Li. iS.a.�fY -i.a '..! _ >`}:: .1 f :7. ,,t .,.; 'X, y-."0¢�'P.r.'- i.R .:a .n•: n j';-�,} 1 Y''':c.J ': ' r-,:'�'rC.t 7.'' :z7 a �'c ,1'. l a4'i�Y:- '+ ,�-:. Aky.` r ,r.t •�•, er t `S'.i' p *. (.., - t •:Y L :-.d.. .Y'• / .dr;_ i i ,a I3-c 4nf•' Y•ti e .} :.r� .u• ♦ "c�,ytr ._ +. �:r>;- � �t, �.a`ic dr7 , ,i .r S�'r �'-�• <+,��'S� t':td� .�xr�': � A r.r� r�-.} c '.��1 k 'k `�+�'4 �: :,•raa ,+'y,t. �^ X,., v a irs r 4 a°J t ti. •-�.• H pp°. .•..i °1 � a. �fp,� r' _,,+ . ♦,;: �` .t : �' ''c•'�4:.rx...c b 1� !: � -4 .3 8::.-( <;' r,.�.+,,• k ...� ":;�•!4 3�7, v+'.'a y. 'r ':?'-< "il ��',,\. r'+ ,y.k ., y '+� :�• n rt�x:. L;.,;o;+e•,v.�-a: Cs'P :;��ri. Tt �',+,A yY,� Ali. � .�,�y, "3S > :{ Y' '}. �.. M� e�,a: ,t f. .?�+I r� 4 .��. .�.-,}:k� , li'Yt;• t ,;�. >,,,``- '3 #..- -r+iS".: �� ':' �� e. 'y;: '�] ��� y�'�C.3"� .�a�,,,��r.�,;5 n{. ;'la .F� •fE`��.1' �';` rJ.r^a.. ,s.si:t it t+4w,. -�i.�p +i . '+:+..' .;'.,.•' yy ` ,.;G 'i_ -y r�",:' .9e'�- :.T:vr�,•;i;t.,_-.,, '+• 4,,h+.'a ?.:L.'V V.. rY,t ,s,,.,iy ,R �` •• r� }C'� „S ,y5'-:: � `4 :, ��^d` f'? y t '���y 'r _ �� 7 ts.. �r�>•.+,r, 5fi,{f , t Y -...yrppr' _>.[_ - _ 1, .^�,��kn♦ £��i 2'• ,Y�j, �K 't;•-S. '�� •+�i'`�'Se. .L�'- ti � .,-Tf t' ,�}�: � As, �': 'i•t H ��. .:f,Sl�.p�ft`:^s s+''�: 'r-1 �h}i`r, � R'' ' 77" , .+IF" jT r�i,:1 a _:f •.fy -��:�,it i. ��'4. a'bVF.•,:ae,.E,,. ~V .kr_ •'�i. , d t` ;i'. {� ,:k-.�-417ii •�, ;'•fi.�; ti -?"t?T, " '4 -'� �-3�.'... ,. -:..`rT' .1-r a� ,a_ }5, :,� � .'G9.a `.`�, -'� �71h.�,':�a"Y '� t}-`• i'y.,.'="fi'':1L�� ,•.tti"' ,r, c ,+6•.. '^'�;1,r,G'i.,.. ?. .. ,.r:.. .'. , [. a ..- �.�Tt :�. S.•rrtir!rx� .'t� r• "�,�• •�, ! /Y ,,.M � z,.. l _ .l1�' o',�l "a 't:a,i�:r� f J�-.,,• v �t?�:• +F.'�,:> ,,Y r .� tyFr j.. +•i '�\,:. .�iX r 1 j'. '� 47 Y"'S �.. .'1- ,'� .? .i`S:'t •� r :,ruff �,,,.•r,�r 7:.�isii%, '' ,�t� ai'''•�p�7 •y�1• .i �.,k� ->�,.'�l i.. ,.�r . Z`:. 1-�RR"..� � k j, i t.`�'� `,vA �.�3.'r ;� '�`fin• '� �i', iM 1:�' - >{� i .4 r``. �, .� _�r ll �/a f��i, 'tit F{ {w�.(� ;x' u ` r s�•�� 4 � � �' � d �l,t✓• ��, yti•. `f� ,'�f 7,at .tea w '.�' �• � Y i tFdt �� ! � r - �, .,' f t �hyt' _'ry 3 {Y" N!" r' . 1aS r f •il.:. *r".+: J. ,�'•'r`",', �.i. .'i,{ 4:�"- �5�w, i :,rh 'M. t'fir$.-'N4rihi`f' .t!'r!- v •,.,; ;,"S-•�.. .iir�a t';r'•' r�b�r.�,', �• .:.,�, ::., .. '�+9�. ,:r"1 •G,� {�,','�'�4.r q- +i��°#,µ ._�,,��1. ri,'�, �tw,`akft •,.a "� , ,.- ,' t s+ x�a;:.. ,t +.:; y3 �}•.��- -�.pS ,..�;.s:.,�. .7t1 "�t...- �1i` .,�d. 'ir: „1:5:'i Yh,r txr t.a. ) l !i'. + i "Y,'�:ai,,, ..�"�. :4 :Fi-�P�,;r�,t,.�` �p a�,':`d�Y-.'..r, .'a, » � �•'' §,�^ .� .3� i • "'�y'+'" �ll�'} �t't .:t. .:b :t t'• N a i: t• s*-w „�-,�?',� , ' •.1^-'-So-" r3.. � '..,�: -.{ ,,;,"s.s '�-i�'i`. •�t.�. v3 '��'C r 'r4.'�`,'� ;;,�c',`L''�F ,,yr�-q"!" .`�,p,:} a9-"`�6r St� fY :kt; ��,. ,�ry vw`..��' :,!•,�,'.�z,'•�.r'c:t::�� `�,.0 t A� I' .t �. ,'v. rt �^5` i :i� ,d.�a x! �• Y,�:, _ 1i*. ^�-� :4+,�.��C, `�i++ A. '.';''. t y �^ � Y�kF,��"r•_Fcs1• .r��' ?,:`- t. t'Y��,':�r t:S..Y,i •�,"AJ:i� °(r, �.�ir��'•'�. �,:.. r .,i�, �>. ,,.. .,,"%t t�" Y qoS ,,�'` ` •.�. �.� �, �* '#lf:w5;��r � .r�yr�,,p..�c, A.Y �r'.�t,':•niaM 'l.R.,. .,at.r.'. # t,rG' •� f�Y �``-� r. � '.a,,. �1.. .a 't4 ��tr�...r�' y, 'v"li }r. F,4��, •.t�J i('?° {i a 1' ;,f`.ly '; ai'Y '=� � tl';�¢w tLg:rr 4:.. a:•}"S ;i 71" ;h.pt, ,., `'�4�• .91.,t 'N,." r '-, 'r1 .�Y n.,,'y� ,�- {f � ,y;j , •t »�� �]�r a. r`•, �w�, � �iy F� ` y.r t, {i :� nY!i t I'SC` }' 1➢ "�. .�,•,�a(�..-- 5����C� '�`t'' y�+�•j�� '\s'i P4"r. '> ,,,; 'lbtCit9 '• r tea. !!. �'- �. �.`;"t � a'- � �`� ''ar•��s.i 4:f�A'. ,7 ri},. -.�„ t� _r.•7,'.4( ,. ! P F 'A%. ') �=.•,Jt,«, • .t.::•T",.y�, •-?rri:, '+ty7ry,.'�'•'_,��,.�' '� �ij .:w ,�5s�j.,:..., �,r�'.';.' .il,. !'I, .clt`,' :S ��7` "•rP V'.t�'r � ,k` ^r - .s --i - T• l� Y J•• t:;Y'r Yi„d, st�r-;p� .�a r,! :,1,.,r,,.Yl.�t�';E�.- 'ad-,w_y• 5'6 -F., +', r��G •"iil' � .'a� � Yy -�'` .k. .! , .v.r. }� .•$ t•.`,� � tF `;S�k„�,at• yr:r; Y<k�'„ -�r;n:j•' i.t, �:, 'w4�i`l. ,:, -a:,.r,� i. a� .+x'P ' .• � , .'�.:., t'N`'.•.t� ':'..X,11 j.,1''.,' Sl trt:. j.,« ,,.) F,. :':""t-:'R'^T'�e.; 'iC. �,.... rt,,..3..`�. =::,v. r? -1:�:.�. 8 ,...1 �F., •.t ''�',r,;�`'z:''i �' ..r $ .* '.-;�,•. ,•:'. k ' 3r:!,a,•r:�.",�, �: ,+, :� .'!�, ,}.r ..,`Y.'• �'::-rr,,: * r:. 9 E ! r .r .j. _.� },k, :1 F 3_�f, Y ^ - _ '�.�i �: �v'i� 3t- i, ,� n.:?.. , ,r-t'.' x't,r YJ' �r :1-_ :xi�, 5•r,.:.:' `t`.',Y .�;. �At�.f�< r i M`=''- K?.,.: - :.. � 'c a�',�,.0 'S: 'r'T�a1 ','� ;� S� r �y. a� 'r� $.!t:,• '.YY �r,i- _ p • .rt-'f¢x �j,_K;r. .4 v: .t 4+'�t;�,}0'�•,4�1,�.,�vf.}.'e.-��3+'�+,,,,i .1 a;.,.�:, t`.w •z�F,r•n `l .� k• ',�t�p .� ;�.l •.a..,' � >z., ,,2'..�, ' 't? 9 .K?} ,%' 't.,}� •yN, ,":ti1`!' ''(�' f,: �t7:::. .'F •t. 6 ;� le'•:.'13;r` y. �.►'M. '*. �r-.,.1,x' �W. ,X, �±��. :.t.. t �=e. -,t t Y' +'.P 't:r#S� .w••ykd�, �, :� .�� , 1� r„ �?r,�.i5fr} r ��r tiCr'�'- `` " i' r i t'�� :.i�"4.y`;'.1r�� '�,t .�v%C..` _t:r � �'. r•, CC .�,� yt'�•tJ}7,�„r,•. ;,ar�'y. 4 'i1 t�, t,�•r�'•�r '�rSyt �"rS`,.b`1:. a lt,r � :K.,�.: ,�� -3:. < 1r'.Y.rt r.. `. j- r- ,ie.E �. �y� , r"5 s'r-'t 'r�t... ��ti 'a�,1 .?. .ti ft Lr.:a.?r �y,." vey' .h ' :.�• 11 - _'o <} '� �*�.;�b�{v.+:. ��� 1. f.1; 'r ,P F,r••.!,' ;.r. If '''4i-,.' .tt°'��i" ''.►��,��;.i �:y �.Fj'', ��'�" �, 1. �-•0. 4 � ,-'4:. ��� .�-N+,1�ri 1 r`- t _A r� �, 'fy 'a :;k� �.�, t•i. -`'r � � ,�r� p�' �,��.,�',',�t.� .'�,�RF Y4t tsY,,. 1 �'t' '�,'- , t.. J ..t., � ,�,. ,� `� - � 7t.�. � ' � :��. : i ar�„"yy//...•f f'r �E. �t 5tr t.1, Y r• - Lt.., , �fj,' .S t � �1.**i4c` ,�..s t;_ i `•r'{'y - :c; tx;, r`'�,; �c', �: �. 0 <tt;,'ti.- �i.�; 4-.,� .�tw v',�e • ' � ' 3".;,'rL Q- 'r.R•s -t.. �.�_k �^ � 'b.- rt. ,'. 't _i 3�.-: .kti p4'4a 1%,LK } Yy k y { lti i: y• 1.r.: i�',t 1+a 'i tl v1A dmTa .`. aQ' ' i �.>'4•r - •� t, :L'. ',�� a I'' ",� . :ql ai,�:;_.[L �:. +<` 1} -: c''' �' ,t' f •�,i - !�@j' :bf�- '�`,}'•�s F .4.'+Y x.�.t 4<.:-i;t s t'',t .t k:.Il. �a7 '�: •t % J, +.. N �2 .S'._ ♦. .'�a :�,q a a4' .-, a��T".,,.? • w i'rt . '� ae � at•? i(, ,,t. •r�+ •E.L.>ttkds,�� a:#'.•ry.t�f 9, f to t,f '•fit -� } � t :,t "'l .,e d•a ��itr: �.7��.:4 _.ti .' -'' `f; t•. '' .d'. _''�t�,•�{•� r• ti .*.. i � �� ���•��;'l� `� -'.�•' .c :a`i t. .t.«k 1...l'�F'r 4 . i, •" .l�r •'' '4 ef�`�:�'a�Jt'' "t�b �`-,7�� "��> }�� tyv-•�v�.ti3 .;. .. S._ ,�'� � �• - �}` �° t`'j. °.1,4 a. hry;. - 'r. n ,ia:{':+ 7 `Ar;w� •'�--.�F� i .�k-. r `i $,':S. �,A.s-� �-r+,�.::s:,.r+�'.'�►I•Y, �4C .F.s' l.+v_• al` L +.� ..r* ��L' .�. ,:�:. a.:�Y d �! .�_; .y'Ab�y x.>>Psy _;�R,�. :.�, �..I'k ,r.,.':• ,.� ;.a. t� ra,,� _ .{. ''t'p � .t �•r_r.. , + ,r.i. '+F� '.�t�-.� 'Y'�' rn"a'. �Z...a}'s fl'.:.�-.'_,". _ i.i� ::Lr.�C,� .t� � 'Y ,_. d'. •„� .�r. � : r F':`: ''t? �_.t.`�''.pt4.7-., t�v .�r- -F,'.i. -r .i. .JS`c4t�-. ry 's:(iwr:- Q�''R,i. i` •r- �i''. 5t frw , •, �yR r -.,... •:...,..,- "!p^ ...;w..-. r,:?"+t. St� r. ra •f;t..-\',,l!rt-,..'.•:' :ter:'�+. •��, '.�' '$ s. � �: ..;-. �.!p �..�`--d�':'t^1 �rk.. .ft�:if`. � rr, .,�. ,Ly,.,r C :y,, .a: r-.tr'�.'.,.r iY_ `'sA�= r '+. _3]- .4..ff?3 .1r.' t 'ai..r Tr. •�.-u- - ,c:. :ir+�s� �, a'.I,.. .,fit .� -T ;.;ff� r!. S" .K'. r :f�:'{,ry ,x,r xt+r:, �•}. �': ;�u.t'4`.N :arr ,.� Y,:" a•• � '-• - ��: ''M.. :� i iti,4 -�..�M rt �. is 'i .�. - -i ��,"?"'t;k }t .;.rra:i�.• M' r=�'....�t •s.. t'„_.z <,.'.� -�...,Q°3,. 'y. �';�.`=f irr' •t.,rs°'f'f�<ft'4 '�s- :.!!'sri'-. r•� wryly, '••' .n-, - '- P` .:,, '`i�'...•�. ,'rrr'•Co., ..f... .. .fir '•tK<jt17. ..,.1: s-. ,�.�`' ,{-.._ ;,.+•y. J4 '!.''�. ,�:: .1' � ti t'.�y,••..ry,..r�wtyy,iS';- < �' �i.�r:. :i;t� .g„tfi+ ..},_ 4 .A...,�'.�• . -' .KR - - 'i h*-'.1''ti- .--•at.l: ', ::ri:sf:�"Ar •.4>. r.t },�- .:,j:` .." -�.. . .r.: -i'_ '•�:s'r*�#.:•,Fi4�' _4'•. :. r ;:s: .0 5.•d,.. t � ;r� tt! - ->�. •} � .XI, .:,'S rt,;,, .�� J-,,,r' ,; 7 t'�kr.,l '',• •sj,K r tr- f.. ,!.` „i� #..�``.i P y _r,��.r•'aQ: Yy::� {�. �'� -� - `�r.b. �, .gam Z' 3 j� _{:. q• i..f_,� �$. '.t �- 4,,'L: .� {-:7?,,f A;i r •I- ,� -'S6. .1,�? '�,,.` `�'rifit ate+" y."kr ', r �'.«S �'W/' u�,s+ R7� 7t�. ` '�(y�e, :"w.�y 'd d-r r'.' .i.;.i.. k 'tyi '4. .�R ' � s., rt.'� i';,` ' •,`.�.., ^ ,,r7, r� y-.'w�r,,� . '.,,�•. Jk �a3 T. � .. a y:'w5.�.1 r �' - '• ys•,rrc?, :1 ,,•9rt r ,= .1 ' 1 - d.'-i!#`�`,A�j y,:��3` ��:a l�or'�^a "' � r `��s '•fir �• `t�}:�. � 'df [ -4 %F - •�•r y �` ��ash r}� �,„r tC is bs,�� •r• 'a,J,�3�s.; � t ,ate ;� i,,�, � � -S.�'�: ,�•.�'�j. `-�i.? r ,_.�.�.`tSs4 '� alr' :'.. T'1"�' �''}, t'•7�,,,.. <�' si, �r. .W..it„Y � t Y .� \.t{! r.i• :i� r,. :. a:r' a:3 ,y�:. ? ,i;:.. c., t. F :.. -I ;'.a+ r.. .$ �"j� r-., J€e `a� i r. ,^�� ._r ! 'a .rf-.r •c M.•�./ 'Z,.. ,1 .._ .. ,:"�* r n f;Y -:; .i -1+•'_'.� `?` { S:', -.d 1 •�.•1�'.�*.� ' ;1,�,,,, '�x� y{+'r iG '.t 4p r, ¢ ,1•�?,�y 'N '+',•1;.:;w ' ',/r,ftt��t. ?.qq t •:i2s' �pM4 y.�' t �', r'7M .r � i�'�`� -r� a�L ,d._ Y. ..ai.r7r. !c _ i,�F .�.,. .. ,,. ,rr,,, a-.t,..ay?d -•, .� W} '.':'. :. a4i�'a•i•�''@Jr. ;'•'"e„', ,.�: ?'" }\►,,X,a .�1;�` ,� F .ty 91 -,.n L ,..�:., .. � .. ..d.lt t 7•,;j211S,:•t.t: ,.•ih.r v aY_a' ,T >''i'S,4� C.q'}` � ;lS- r .='!},ar a ,i• .v ,.vft ': � 'ihy5i, _1�,,.• !,."'�; '. ...`.yr:,_ -,� _lS!..r +d,�L�.:. 'S�.,l,� �.''F^ .� '1t. '�:, -, F"t'r rs7 r::�.`. �'Y ":> `�`+t. :tr(� '1" •»`. ri.�Vy,;� !. .� a .:>'��'xa. ..p h, ;`•;' }'�,i :.+<.tx=kl7�n�:i�•�' S �ydf':. y �: `M1��,y :� Ey`- ' l.:it`,t Dta� ar..,,t: ,r. �.d. :+�y �t.��>-:S �;.1i 1* { �A-:4° ,,r� %`��r.: a r�'k'�,• irf•lr+�•:.jn,� c r: '�'� �. rl �r,i� �•� �`�'��i�ia$x�''1^ri' i. �:�li 9•t+iL 3kl t "� a .a. r a' "7e; , - > � ,f=`� �.��a'*° rtr?tr.jg. 4-�'� � '�. �w,��: � r� , '{'ice '� '} '��'`'}-;�•�» � w,^ a. �1 !d' , ,r p r::F4,•,4. ` .;-Ii;STJr'Id rSt. .,aF ,� �rC.. l a - .�i.`'.•'. .ft-..♦• r4i�it ; h 10 �.,t.. �r,S' >H .'r•. �;� ��1�' ��' `vq •� > �� '�..��'R, t _+ ! .iti'� K,a �5 Vi KH : � w a t r ."� '.� �JR d} '�N F.•r � r•bik(F Y 1 v•. 7.r ` ,7ir-0 f 7�7-7 ui � l/afet3 . �u 4 t -_ • 1 -� - --- - � •-- - -- - i -� - --- - i i - -- --- 1� -- --- - ----- - ------ --I. - ------ - .- i i _� Location a.S6 SM-A S-iwe-T Permit # QaO-)4 DEMOLITION PERMIT REQUIREMENTS • Hazardous material survey: Asbestos alp Lead paint kfp • Letters/confirmation of utility disconnect: Electricity YAV A& C-01YA, Gas V/A Water : public ► /4-reuse won Well reuse abandon* Sewer : public tiJIA reuse abandon Drain layer permit# (if abandoned) Septic reuse ,/ abandon* *These require procedures approved by Health Department • Historic District/Commission Approval Certificate • Demolition License (Single—family house exempted if owner is present for demolition, and assumes all liability. CGS 29-402(c) ) SEP 09 2005 14: 10 FR NUWAY TOBACCO CO 8602918705 TO 6443781 P.01i01 SEP-09-200S FRI 10:29 AM CAP TOLLAND HiX Nu, deu d i I Jde4 The Connettcut Urlit and Power Company �-- l COCt1CLlf 48 Tolland 6tnge Road Light&Power Tolland,CT 06084 The Northuut L4iki-9yn— 5. September 9, 2006 ' '�-c Craig D. Nation 7 Forest Hill Road Ellington, CT 06029 Subject: Demolition of house at 250 Smith Street, South Windsor, CT 06074 Dear Mr. Nation: This is in reference to your letter of September 1, 2005 regarding the demolition of the subject building- Please be advised that the CUP electric facilities and meter have been removed as of September 8, 2005. If I can be of further assistance regarding this matter, please contact me at (860)-871-3425. Very Truly Your Donald Schaefer Field Technician Customer Operations Ref: CRS 405215 OF4316 VXV..141N CL=D GiQ OGVI-- Gia•C7 acra 01?1 -2'7117A on?-r• "A- TOTAL PAGE.01 W* J i ' N/F LEGEND �.► • RON 1�70 BE SET _ _ _ _ ` - - FUN.DRAIN 1 I EVERGREEN WALK, O IDDS71N0 RON PN EX WELL / ' ' 1 ' r G •MONUMENT (TO BE / 1 1 1 1 \\ ' co P LLC e : 4# :DOS7NO CATCH BASIN AND PPE \ S0, i - \ ABANDONED) - - 1 I \ \ / M - -�- - E)OS7NB CONTOUR �F}, - - - - - - - - - \ \ 'S86'58'43"E- W l l . I I \ \ ` p O wars EXISTING;SPOT GRAM - - —> - 20000Z 1' Z O t - - _ _ - - _ -DIIS71N TREE LNE - - - - - - -loe-- \ 4 � N 109.48 SEPTIC TRENCH \ ` ` ` �- /•/ -�`\A ` XI10.3XI09.7 T 9.49 h \ \ \ 1i O t? C� � I It J N68- _ � RESERVE AREA \ `I F"' R � N O � _50' R.Y. t t I I SEPTA - 03y LA TANKr- �230 `TOP TANK: J1 00 z� . 35A •:� - " �� - - - 110.E 1 BIT. Jae �I "'' . - - _ i'r. \ s_, - \ DRIVE �1 to 21• ` t 113\72 � 1 CONC. I I X115.0 WALL 62.r to / EIOSTNO HOUSE '{ XI16.0/ F.F.HW-_ \'ice y 96• T.O.W.-119.24' F.F.BSMNT._114.SV F.F.GAR.114.60' r PROPANE tl8 �0 \ TANK J _ 3.7,` � ' JX117.6 NOTES`I. 1.ALL MONUMENTATION FOUND OR SET IS DEPICTED HERECK 2. THE MAP IS DEPENDENT ON THE MAP REFERENCED HEREON. N/F _ AREA GF,FE PROPERTY_aA AARON L. & KAREN JOHNSON -126- - �� 4.PROPERTY IS LOCATED IN THE RR ZONE. °co ' _ � CV. 443 P. 211} - � �126- � � - -122- &HORIZONTAL DATUM: NAD'27 A e- VERTICAL DATUM: NGVD'29 ���� 50 BUS'ER bQ BIT. MAP REFERENCES 2s' EASEMENT DRIVE X129.7 _ �130� +f ` 250 STREETS SOUTH WN/SPSOR CO L ECTICUT 126- 25o SMITH Sl:sou7H W1No CONNECTICUT _ PREPARED BY DESIGN PROFESSIONALS.INC-SHEETS 5 k128,7 1-5 OF 5 AND U DATED 5/12/DS-REVISED 6/27/06 / f 113 SURVEY NOTES REBAR -132' �t 1. 7HIS SURVEY AND MAP HAS BEEN PREPARED N ACCORDANCE WITH SECTIONS 20-3DOb-1 7HRU 20-3000-20 FIND 2rj,��' 2.3 -132 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES-'STANDARDS FOR SURVEYS AND MAPS IN THE STATE 24•DEC TKE _ - '46.28' OF CONNECTICUT.PREPARED AND ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC,SEPTEMBER 26.1990. TA, 133.3 -134 86-41'4 E 4 •TYPE OF SURVEY IS AN NPROVEMENT LOCA71ON SURVEY-RECORD-AND IS INTENDED TO DEPICT THE LOCATION OF / 34 ���VVV'''}}},,,,, Ir DEC IMPROVEMENTS RELATIVE TO PROPERTY LINES. __ _ 134.5 XI3 TREE V PIPE i - ` S. 136-•THIS ISEPEN A DEPENDENT RESURVEY EASED ON MAP REFERENCE/t. � _ ♦HORIZONTAL ACCURACY MEETS CLASS A-2 STANDARDS AND VERTICAL ACCURACY MEETS CLASS T-2 STANDARDA ` TO THE BEST OF MY KNOWLEDGE AND BELIEF.THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. = sMIT' STREA� 4tx't�� �pprox. location of wn�P.l'`�" � — -- 12327 LAWRENCE R.GEISS ER, F. LUC.No. 1.UNLESS OTHERWISE NOTED.EASTNO UTILITY REVISIONS A D �t F'ax 8 O'291.8755 PREPARED FOlh 4 LOCATIONS AS SHOWN ARE BASED ON GRt?SC SCt?,LCr OMPROVEMEN" fir SHOULDAVAILABLE NFpWATRIF.ALL KM TO UTILITIES 40 0 20 40 W LNtOa�rd Bourbtlu �.��'�°�'�QO P '�SHOULD BE FEND RE TO B PRIOR D N THE FIELD . 7 elmAh7 Tm Ib1mENls UIG _Y—is 2 ALL UTIU71E5 ARE TO BE STAKED N THE FIEND �,� �f A pp��* 4�Ay STREET r� r� OF BY A LICENSED LAND SURVEYOR PRIOR TD 2 sno/117 STOW So=SIs1EA1 RESDIK AMA Hsu [ P Y b�W S6VLlII�Y7< A7 b REE b CR/SiRUCTIM clvll 011 IhSorS• planners • surveyors APANV ek' W44 .Ab A00_XW I 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 0/4/07 ADD SMso AlLT/idMAl101 Isu landscape orcllltoctB • [IH! • [p• "11 �EE PROFESSIOMON SEAL ALL. /SURVEYYM Na DATE DESCRIPTION BY] OW74 ORIGINAL SIGNATURE 1 inch = 40 fi. SOM WINDSDR. CONNECTICUT Pcc=or tAYJ [ulr;i4ioY RECEIVED SEP 2 *1 Zuul SOUTH WINDSOR ENGINEERING DEPT. )i-PA,RT Electric# APPLICATION FO A&4JA41IT Plumbing# Dat N HVAC # Sprinkler# Estir""166sk)ERIR FINAL APPROVALS � - - --------- � 1 Permit Fee $ Building COMPLETE RED BOXED AREAS Af Engineering P TYPE OR PRINT ONLY Eng.Occupancy 0 Insp.. Fee $ Appr. for CO. SIGN ON REVERSE SIDE Total Fee s $ JS " TO THE BUILDING DEPARTMENT,TOWN OF SOUTH WINDSOR,CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant f l-l��fL P&:T Si Location of Work J SC) S-'"L 7A 5-f Lot No. Applicant's Address )SV SMITH S Tel.# &o 3�,2 y ai'"I 3 Town S c--,, ti .0Soa C ?' Zip 6(.og :7� Lic.# 0`3`/Y(. 3 13/ Owner_- Architect Owner's Address Architect's Address 65 t` c� Zip Zip. Sq. Ft. New Area: 1st FI. 2nd FI. 3rd FI. Total New Area Purpose of this permit Uai� S City Water❑ Well❑ Septic System❑ Sewer❑ Ins: HO SP Cert. Area Basement Garage Approved by Date Use Group Construction Type Revised 6/02 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 S.�ONE •cN fN° R�PR�j���NFSZ N67'33'35"W g pio?;6 1. SET POSTS AND 2. STAPLE THE SILT 271,23' _ ANGLE POSTS EXCAVATE A 6'x6' TRENCH FENCING TO THE _Cal LIN — 5'UPSLOPE POST UPSLOPE FROM POSTS. SILT END OF THE POST BROOK ANDFOR STABILITY FENCING 1 OpE CLEANING. 95' L 12" MIN. I _ • FP BUFFER UNE 3. ATTACH FILTER FABRIC TO 4. BACKFlLL THE FILTER THE WOODEN POSTS AND EXTEND TRENCH AND COMPACT io !\0 VIF�- \FABRIC IT INTO THE TRENCH THE EXCAVATED SOIL ,W . N \ / .9 �NP�� _ ' 5 � k\ COMPACTED BACKFlLL N ' GHEE p, � /� It-"I V = 1 V ' N / s 74 oy -92 - CONSTRUCTION OF SYNTHETIC FILTER BARRIER i R N.T.S. I �, ; / / - - - - - - _ _ - tA�,vp D - '96` WID i O w WIDTH VARIES X9 SURFACE COURSE-BITUMINOUS i100' _ �10 CONCRETE, CLASS 2 1-1 ..n` /,' �� ��X Jam\% • RISEAS DIRECTED OR / / ' 1 `� / ,OA50 TA Co Ir GRAVEL BASE J / 8' DEPTH AFTER COMPACTION PLACED IN TWO COURSES ' � 9 , / �� P I' , I / , ' - N I ` • CROSS SECTION tPN\•� 6 �116 DITIIWNAIIC 1%^L1rDCTC 11DIVCWAY w��® _^ - - - / - / /�1p0 Q /� ' ' ' ' \ , �c�G�`�. r_ EPS�EN JOHNS I'' , PR NK N/1130- -- � ' � `(•I ` \ �� \\ t �' � O ��ON KPR /\ -(P / oNo_ oo• , ,1p2 cj0 � `\ \ \ \ � d? � LEGEND oR\GP. \ _ rcPl ' \ ' r' - _ ooPj; 5 .' _/, ' \ • O O _ ` • IRON PIN TO BE SET O \c ON GE\` \ \ c (PN\` , , I \ • I O O EXISTING IRON PIN El D/S71NG MONUMENTO ' ' Fr10 ORP\N i _ 4W _=DOSING CATCH BASH AND PIPE - J - -DQ"DNG CONTOUR , 6 4' k6•o°N� o G _ •�..I /./ x5e0.25 EXISTING SPOT GRADE w\,\� DWTNG TREE LINE __ � ���3•�bv a �FF•o,03• / /39 1 /� I�a/ � �\ ,\ �\ �v NIF w` 45, / ` yo t � ,ao • 3•. ' 0• 1 0 NOTES: ..D.�GPR a� • N w I p 2 \ ,' Fry P\N� J \ cA I I MAY 1 4 Il 11 r`F ,_ Jv, w I - ZREt' uu TlnI • .., 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. 4 _ 0� 710 �- South Windsor 2. THE MAP IS DEPENDENT ON THE MAP REFERENCED HEREON. ` 10 I.D. - _ _ ' , 'A / -X110.3 _ _ _ - - \ BUILDING DEPARTMENT 5 3. AREA OF THE PROPERTY = 123,750 S.F. ' - _ - ;,°6 i '` �3.4 - I Z840AC. ' ^�\ 113.4 112- d. PROPERTY IS LOCATED IN THE RR ZONE- �Of�- - 5 Fi - �� R•µn �_ ;;'_ I 5. HORIZONTAL DATUM: NAD '27 °' / - \ a2' BIT. DRIVE 32.0 OWNER VERTICAL DATUM: NGVD '29 \ Jennifer & Peter Brinn 6. 1 BEDROOM IS BEING ADDED (4 BEDROOM TO 5 BEDROOM) _ 244 Smith Street AS PART OF HOUSE ADDITION. _ S�OOA-GKP\� I / , / h 'i 116 `\ -114' South ind Phone: o209T7850 Cb ' �'\` O-\ I6� - ' / APPLICANT / George Colton Construction, LLC $6 '20'03"E , - P.O. Box 958 MAP REFERENCES: G\'0\�FND / — r— - I18 Somers, CT 06071 W� i'230.35',, , ' - - - \, Phone: 860-916-0749 SMITH STREET SUBDIVISION /SPECIAL EXCEPTION / \ 250 SMITH ST. SOUTH WINDSOR CONNECTICUT PREPARED BY DESIGN PROFESSIONALS, INC.-SHEETS 1-5 OF 5 AND L1 DATED 5/12/06- REVISED 6/27/06 WCO�EXNEW OR\� �0' / / - \ — —120— / Z� SURVEY NOTES: SN 122 . THIS SURVEY AND MAP HAS BEEN ARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 1 TATE OF CONNECTI UT,OF THE ONS OF PREP REDNANDn DOPTEDSTAT YATHECCO NECTICUTDARDS FOR ASSOCIATION OF LAND SURVEYORS, NC.VEYS AND MAPS IN THE SSEPTEMBER 26, 1996. / / / _ - -124- - - - — - - - i _ V_Ns�NDSO FPNO TYPE OF SURVEY IS AN IMPROVEMENT LOCATION SURVEY - PROPOSED - AND IS INTENDED TO DEPICT THE LOCATION OF EPSEM�N� i12� o ,``Z , gUR U� 126 �0 5� 0 Soot Ire r IMPROVEMENTS RELATIVE TO PROPERTY LINES. THIS IS A DEPENDENT RESURVEY BASED ON MAP REFERENCE #1. SS 2 ('� ' N` pCGE OF LO 1Z _ 128- - - - - - - - -� _ 13 HORIZONTAL ACCURACY MEETS CLASS A-2 STANDARDS AND VERTICAL ACCURACY MEETS CLASS T-2 STANDARDS. N F PVOR J $ TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. Q Le N RO\ A��/1 / �(. ' •�R MEZ�R / /i 3/ �(R�j�� ��'iipH V'`•"•� - 12327 N LAWRENCE R. GEISSLER, JR. LIC. No. ' IR\SEA -�31t' ' 00A i s c`v` Z-C X 1.UNLESS OTHERWISE NOTED,EXISTING UTILITY REVISIONS Tot. 860.291.8755 PREPARED FOR $ Oil II LOCATIONS AS SHOWN ARE BASED ON AVAILABLE Fox 860.291.8757 D FlFL ALL UTILITIES SHOULD GR► H40 MAIM BEDVERIFiED RI TO CONSTRUCTION. O � esign PLAN GEORGE COLTON CONSTRUCTION, LLC u m 2 ALL UTIUTIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO LOT �I �IfTTry� CONSTRUCTION. (LT MT) DES16W.•GRS DRAIN.•toss a Ea(M/Rli JVO 1L �b; SMI�L H STREET civil engineers• planners • surveyors 0 3.THIS PLAN IS INVALID UNLESS IT BEARS THE 1 irMh 40n landscape architects • gis •gps .Aa9 ATD.:2089 DAME 05-16-11 a+y IMPRESSION SEAL AND ORIGINAL SIGNATURE 30ZTPH WENMR, CONkawncUT N 2 OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO DATE DESCRIPTION BY 425 Sullivan Avenue, PO Box 1167, South Windsor, Connecticut 06074 DRAIINC Nbt: c� 1-.10 0 0. a� a'.Q 00 N N'[ N W 0 oW i7i� 0 MAY 1 A n» ,SDUth 80LDINO UEpARTMENT (0 THE A"AuiA W4. TVPr;ti :1 ;lw:I^ t ""%V This o rtifl,d th:lt tnis Plan and speciilc"i':)G�' t" copies M the pro Posed puilding of alterations to ,.. elected at s'�(S�( fitretr, together with amendments steted in aPPlleatlon a", riled with Plan and I agree to comply with all zo of r.., Building and state laws and such orders as ehdenall ha Issued by tpe But,ding Department cl.tUS P C. this application and final is noe of a tlulldtnll permit. Signed subject . the so dlt this phis plan Is approvedshaha ll Ir7e orders and ordinances regulating bu 8 Complied with. �onSitionaliy APproNed These (fled Ail Cloit. Building InsP—tor Dita CERTIFICATION OF ZONING COMPLIANCE proposed buiiding(s), uss(s)and/or structure(s) as -i -Ek shown on this plan appears)to be in conformance OL,j with current South Windsor regulations. Variances and special excep' s may apply. Date S lt�-� Zoning 9nfolbement Officer i SURVEY NOTES EROSION & SEDIMENTATION CONTROL NOTES 1. THIS SURVEY AND MAP HAVE BEEN PREPARED IN ACCORDANCE W/TH SECTIONS 1. SET POSTS AND 2 STAPLE THE SILT _ 20-3008-1 THRU 20-3008-20 OF THE REGULATIONS OF CONNECTICUT STATE ANGLE POSTS EXCAVATE A 6'x6'TRENCH FENCING TO THE T 1. ALL EROSION CONTROL MEASURES WILL BE CONSTRUCTED IN ACCORDANCE WITH THE "GUIDELINES FOR SOIL AGENCIES-"STANDARDS FOR SURI/EYS AND MAPS /N THE STATE OF CONNECTICUT" GO OR T�LIn POST B FROM POSTS. SILT - - END - THE POST - 1 6' Min. EROSION AND SEDIMENT CONTROL" BY THE CONNECTICUT COUNCIL FOR SOIL AND WATER CONSERVATION. FE;S'LIITG 1PREPARED AND ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND CLEAN, - }•.- ,:�;,:,,.,:4 ;.S• .�.. s.+ ;ti 2. ALL EROSION CONTROL MEASURES ARE TO BE MAINTAINED OR REPLACED DURING CONSTRUCTION AS NECESSARY. ti :i;; ;:�: 1 Broken Stone 3. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF ALL SEDIMENTATION AND EROSION CONTROL MEASURES SURVEYORS /NC. SEP7FMBER 26, 1996. ea• � `i � .:-HORIZONTAL ACCURACY MEETS CLASS A-2 AND VERTICAL ACCURACY MEETS 12" MIN. ti rdor Screened SHOWN ON THESE PLANS. THIS RESPONSIBILITY INCLUDES IMPLEMENTATION AS WELL AS MAINTENANCE. ANY CLASS T-2. - 12" g, 8 ° Gravel PROPOSED CHANGES TO THIS PLAN MUST BE APPROVED BY THE ENGINEER AND/OR THE PROPER LOCAL TOWN -TYPE OF SURVEY/S AN IMPROVEMENT LOCATION SURVEY-PROPOSED, AND IS AGENCY. INTENDED TO DEP/CT THE LOCH T/ON OF PROPERTY LINES WITH RESPECT TO o o n o 0 0 _ _ _ -� 8O° +: oO o� 4. EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE INSTALLED PRIOR TO CONSTRUCTION, WHEREVER PROPOSED IMPROVEMENTS c c o - 8 POSSIBLE. 1313 G 1713 6" CT D.O.T. 2" STONE TO BE PLACED z o 0 0 a o OVER FlI.TER FABRIC MATERIAL .� 5. AREAS TO BE LEFT BARE FOR MORE THAN 15 DAYS SHALL BE TREATED WITH AIR DRIED WOOD CHIP MULCH 000 Go NOTES: 3. ATTACH FILTER FABRIC TO 4. BACKFILL THE 12 min, OR SEEDED WITH PERENNIAL RYE-GRASS UNTIL FINAL GRADING AND STABILIZATION IS TO TAKE PLACE. OIaOOI7O FILTER THE WOODEN POSTS AND EXTEND TRENCH AND COMPACT 6. ADDITIONAL EROSION CONTROL MEASURES SHALL BE INSTALLED DURING CONSTRUCTION IF DEEMED NECESSARY i Al I AAr)NI IMFNTATION FOt1ND OR SET IS DEPICTED HEREON. T 01313 n n e e FABRIc� IT wro THE TRENCH THE EXCAVATED SOIL OR ORDERED BY THE PROJECT ENGINEER OR THE PROPER LOCAL TOWN AGENT. L13 18' min, 7. FROZEN MATERIAL SHALL NOT BE USED FOR FILL NOR SHALL FILL BE PLACED OR COMPACTED ON FROZEN 2. THE MAP IS DEPENDENT ON THE MAP REFERENCED HEREON. 0 1717 COMPACTED13 W o a o BAc"FlLL GROUND 3. AREA OF THE PROPERTY = 40,369 S.F. 22 RESTRICTIVE 0.9t AC. EDGE OF PAVEMENT - LAYER 4. PROPERTY IS LOCATED IN THE RR ZONE. THRU STREET I - ANTI-TRACKING APRON 48N """' MANHOLE EXTENDED TO GRADE- (REQURED P FILL OVER TANK EXCEEDS 12') 5. HORIZONTAL DATUM: NAD '27 N.T.s. CONSTRUCTION OF SYNTHETIC FILTER BARRIER LEDGE MANH0LES VERTICAL DATUM: NGVD '29 N.T.S. 77 Z INLET---- s MAP REFERENCES: TYPICAL 4' WIDE X 12" LEACHING GALLERY o -OUTLET \1I1T TA C1•11 C .1 SMITH STREET SUBDIVISION /SPECIAL EXCEPTION V Jv�� u 250 SMITH ST. SOUTH WINOSOR CONNECTICUT &FILTER BAFFLE PREPARED BY DESIGN PROFESSIONALS, INC.-SHEETS N do FlLTEtt DENSE � 10' � n+LET BAFFLE 1-5 OF 5 AND L1 DATED 5/12/06- REVISED 6/27/06 Min. 6" Cover CONNECTION AT MID DEPTH I3 GAS DEFLECTOR CONSTRUCTION NOTES. Typical System IN �/s Select Fill Mat. s/s REaM FIRST coMPARTIAFI+ REMMCOMPARTMENT 1. HOUSE SEWER TO BE 4" I.D. EXTRA HEAVY CAST IRON PIPE �� 5' Top of AS SPECIFIED IN TABLE 2 OF THE CONNECTICUT PUBLIC HEALTH CODE, �-----_, embankment LAID AT A MINIMUM SLOPE OF 1/4" PER LINEAR FOOT. ° LENGTH NOT GREATER THAN 4 TIMES;VADTH OR DEPTH 2. TOPSOIL TO BE STRIPPED OFF PRIOR TO FILLING. FILL MATERIAL TO BE "d •• a.' Original Grade PLACED AND COMPACTED IN 6" LIFTS TO 90% DENSITY. FILL MATERIAL TWO COMPARTMENT SEPTIC TANK TO BE PLACED PRIOR TO TRENCH EXCAVATION. NO TRAFFIC OTHER THAN Original Grade TRACK DRIVEN EQUIPMENT IS TO CROSS, DUMP, UNLOAD, OR OTHERWISE N.T.S. e nr♦ I.e rrolel rn oc nI morn AT rue enr_r ne ruc 18" Minumum ' ; SI'7� ��f�l(`� {/7�/r'S\ 1_f,11V l� I O COMPACT119E FILL ArCC/A. Mt\Ir-rlt%L IV OG VVmr GV nI II IL LVVV vI ,,,� q' Minumum �I`6.1`,VL,_ �\ 1"I �"• I I j �oo•O^� /I STRIPPED AREA AND SPREAD AND COMPACTED WITH TRACK DRIVEN VEHICLES. ` ' - - IY Common Fill (n 6j \� � - i OT � `� \� _ ,�S86 58 43 E \ Lot 1 3. SYSTEM AREA TO BE LOAMED, SEEDED, AND GRADED _ TO SHED SURFACE RUNOFF AWAY FROM SYSTEM. Maximum Groundwater (Shall be select J o > » N ` Elevation material if designated /� � �-.� �� �1�I �� �� t � L,�gerock as reserve area) / • U° • � >�� NNNNM� � �4. NO UNDERGROUND FUEL TANKS, BURY HOLES, OR OTHER - - - _ _ _ ` ` SOURCES OF POLLUTION TO BE WITHIN 75' OF A WELL. // ��, N.. A ; T 07k, �(qy _P I �� \ No. of Bedrooms Proposed: 3 I RECOMMENDED THAT THE HEALTH DEPARTMENT BE CONTACTED � ` C.S\ � B0 `t �� r' � �` .; FL=113.0O Perc. Test Hole Number. P-1 5. IT s Ec _.a BOTTOM TRENCH=108.50 _ , , \ ` INSTALL RODENT SCREEN Percolation Rate (Min/Inch}: 0 5 BEFORE ANY SITEWORK IS PERFORMED. MINIMUM SEPARATING DISTANCES ABOVE LEDGEROCK AND GROUNDWATER _ - 6. SOIL TESTING DONE BY DESIGN PROFESSIONALS, INC. AND THE EASTERN HIGHLAND AND EXTENT OF FILL CAT jT� ' ' ` ' �� �� _ ` ` - ' \ ` - N.T.S. '' - - `` ` \` U `� M.L.S.S. (ft.) - N/A- (No restrictive layer) HEALTH DISTRICT- '� \ ''I7 LL /^� _.._... 7. AS REQUIRED BY THE HEALTH DEPARTMENT, THE DESIGN ENGINEER RIVE ` t - = �� ` `' _.__.� WAy f-' SHALL SUPERVISE STAKING OF THE SEPTIC TO ASSURE CONFORMANCE TP 103 - E NOTE s o \ \ \ �� Q SF Effective Area Req'd {SF) = 495 TO THE PLAN AND ALL REQUIREMENTS OF THE PUBLIC HEALTH 0-4 TOPSOIL #1�) , ' 201 \r �~ �RV�A 4 -•--........ / 3 f Effective Leaching Area (SF/LF) = 5.9 CODE OF THE STATE OF CONNECTICUT. 0'3 r �� - � ` � - �i~ ' 4-28 LOAM SAND / \\r`/ "�•-+••••• / 11 N O Linear Feet of Galleys Req = 84 8. ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH THE STATE OF CONNECTICUT 28-88 FINE SILTY SAND Galleys Regd = 11 TP DEPARTMENT OF HEALTH CODE. 32. 1 0 \ ` amr�:n�_ ,„� � � - -�-- �- ,' 9. NO STORMWATER, GROUND WATER, COOLING WATER, OR MATERIALS CLASSIFIED AS NO MOTTLING, NO ROOTS, NO WATER, NO LEDGE / , - �3 !�, r \ � "-^ i I ^ . LOT1 _HAZARDOUS ARE TO BE DISCHARGED TO THE SEPTIC SYSTEM. 104 ' (� - TP1 I� PROVIDED: 88LF-12" LEACHING GALLERIES ' 10. IF SOIL CONDITIONS ARE ENCOUNTERED THAT ARE DIFFERENT THAN AS DEPICTED ON THIS - TOPSOIL • 1 - -_ _ ' 00 0 A no nnuoAn-r CAAIn I r)ALA R .. ' ' ) �_ A _ 1 P \ / "y PLAN, THE INSTALLER SHALL STOP WORK AND NOTIFY THE HEALTH DEPARTMENT AND THE '*-GD 7nINU Ll/rllYi •- DESIGN ENGINEER IMMEDIATELY. 28-78 FINE SILTY SAND '-! ' ' / �O \ - , p `' - - - /' \ '0 O 11. ALL DISTURBED AREAS ARE TO BE LOAMED AND SEEDED OR PROTECTED BY SILT FENCE NO MOTTLING, NO ROOTS, NO WATER, NO LEDGE ,' '�'�� j �. -HEMLOCK \ ` '\ Y " AS SOON AS POSSIBLE. 10Jr ` 2 ,` LO 40 N 12 CONCRETE GALLERIES 0-5 TOPSOIL - - ' ,, ' \ ' - - _ _ TOP: 109.50 12. ALL GRADING IN THE AREA OF THE PROPOSED SYSTEM SHALL BE DONE TO DIRECT SURFACE , •� A RUNOFF AWAY FROM THE SEPTIC SYSTEM. 5-38 COARSE GRAVEL SANDY LOAM o 80T: 108.50 /' � � . _ \ O � DRIVE' - " �` 71,' � 38-88 FINE SILT SAND 11 PROP. BIT 24 OA N INV, 109.05 21 1 ` 13. ALL FILL MATERIAL SHALL BE PLACED AND COMPACTED TO 90% DENSITY PRIOR TO THE �� HEM L K O EXCAVATION FOR THE TRENCHES. NO MOTTLING, ROOTS 55", NO WATER, NO LEDGE , ' CEO AIN O` - - " - - - - - - - - D-BOX 14. ONCE THE TOPSOIL HAS BEEN REMOVED FROM THE AREA OF THE SYSTEM, THE CONTRACTOR � - - _ _ ` � INV, IN= 109.22 ��� � o\, - 21 O B INV. Ol)T= 109 n� SHALL SCARIFY THE TOP 3 TO 4 INCHES OF THE ENTIRE AREA PRIOR TO PLACEMENT OF FILL. TP 107 _ _ - SCARIFICA11ON SHALL ONLY TAKE PLACE WHEN THE SOIL IS DRY AND UNSATURATED. 0-4 TOPSOIL n .HEMLOCK ; , N 15. THE BOTTOM OF THE TRENCHES SHALL BE ADJUSTED AS NEEDED TO MAINTAIN A MINIMUM 4-43 SAND LOAM J E L \ `` / G C TOP: 109.50 CONCRETE GALLERIES OF 18" TO MOTTLING, AND 48" TO LEDGEROCK. ALL ADJUSTMENTS MUST BE APPROVED BY 4 -on rnv JHIVU �` /� �- ` \ `� `� , BOT: 108.50 THE HEALTH DEPARTMENT AND THE DESIGN ENGINEER. 16. A BENCH MARK IS TO BE SET AT THE TIME OF THE HOUSE AND SEPTIC SYSTEM STAKE OUT. NO MOTTLING, ROOTS 40", NO WATER, NO LEDGE F l I INV: 109.05 ao F: 125.00 D 50' - 4" PVC @ 5.5% 17. ROOF LEADERS TO BE DISCHARGED ON SPLASH PADS. \ T o E 1250 GALLON SEPTIC TANK* 18. FINISHED GRADING AROUND THE HOUSE SHALL ALLOW A 3 INCH DROP IN GRADE AT A PERCOLATION TEST: 1 ` .\ N OW: 124.00 a N/F INV. IN= 112.25 DISTANCE OF 6 FEET FROM THE FOUNDATION AS SPECIFIED IN THE STATE OF CONNECTICUT A A , N \ M BASMNT:116.33 �+ EVERGREEN WAI I'�_ I I �. INV. OUT= 112.00 DEPTH OF BASIC BUILUING CUUt. `� `'�'� _� \ (F)• 115.00 `,, --. -. ._. .__. . ... ._. ., --- - - 19. DRIVEWAYS CONSTRUCTED AT A SLOPE >10% AND LESS THAN THE MAXIMUM ALLOWABLE 15%, TIME READING CALC. RATE ' REQUIRES A TURNAROUND (10'X15') TO BE CONSTRUCTED TO STANDARDS FOUND IN CURRENT PUBLIC _ ` ,�22" J V � F 27' N 4" D.I. @ 2.1IMPROVEMENT SPECIFICATIONS. (MINUTES) (INCHES) (MIN/INCH � \ ^ ' - - - _ -�- �' ' G INV. 112.82 2:30 13.0 - • - - �' ---- -�-- ____ *ADD 250 GALLONS IF GARBAGE DISPOSAL IS INSTALLED. 2:31 14.0 1.0 2:32 14.5 2.0 - - -124� � � Y SELECT FILL: 118' \ / 2:33 15.5 1.0 `\ w 1. THE FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN THREE (3) INCHES. N/F E NOT 19 ` -�-n TE4P• 1 Z 2. UP TO 45% OF THE DRY WEIGHT OF THE REPRESENTATIVE SAMPLE MAY BE 2:34 16.0 2.0 \ t b/ 01 L LLJ L'- RETAINED ON THE #4 SIEVE (THIS IS THE GRAVEL PORTION OF THE SAMPLE). & KAREN JOHNSON ' - ` ' ��- ' ' � ` � - 3. THE MATERIAL THAT PASSES THE #4 SIEVE IS THEN REWEIGHED AND THE SIEVE 2:36 16.75 2.6 AARON L. _ �� ` STOCPfLE� / -12 - Li 3. LEGEND ANALYSIS RESTARTED. p _ 4. THE REMAINING SAMPLE SHALL MEET THE FOLLOWING GRADATION CRITERIA: 2:37 17.5 1.3 (V. 443 v f. 211 ) yyyy FOR WET SIEVE ANALYSES: 25 `!0�369 �F �♦ / n • IRON PIN TO BE SET SIEVE SIZE: % PASSING: 2:38 18.0 2.0 +..-•�._.-•� MONUMENT TO BE SET #4 100 0�9±,AC - �®� CATCH BASIN AND PIPE #10 70 - 100 EX. ('7 ` - s' -1- 2- - #4000 100 - 500 (SEE NOTE BELOW) 2:42 19.5 2.0 nl ` c� -F- PROPOSED FOUNDATION DRAIN #100 0 - 5 GARA M 1 t C y (6" PVC - S=0.5% MIN.) #2002:44 20.0 4.0 "- -- -- 5`0 U�FER '�I t E 00 DISTANCE APPROVED O SEPTIC �5 E WHEN FOR DRY SIEVE ANALYSES: SIEVE SIZE: % PASSING: 2:46 20.75 2.6 _ -�-__ �'~ -_ 9 I - - -560- - EXISTING CONTOUR 100 2:48 dry 0 70 - 100 0 �" 25' ACCESS AND �-- _ , r560) 10 - 50 _ PROPOSED CONTOUR I1 •� UTILITIES EASEMENT -IN� J1700 0 - 2.5 r/1 ••I __ ::' �A Ajn b n r-- , .,-.. „--- v A I n GRADE V oR1 NOTE: PERCENT PASSING THE #40 SIEVE CAN BE INCREASED TO �Vf' L.V I � i x560.25 EXISTING SPOT NO GREATER THAN 75% IF THE PERCENT PASSING INCREASED E100 SIEVE '•• `• _ x560.25 PROPOSED SPOT GRADE DOES NOT EXCEED 10% AND THEF200 SIEVE DOES NOT EXCEED 59L / '•,'•• • , , �. ANTI--TRACKING AP�pN _ PROP. 10' STREET SURFACE DRAINAGE DIRECTION :. / ,`•; (TYP.) SEE DETAIL \ 2111 TREE EASEMENT -ETC- PROPOSED CABLE, ELECTRIC THE RESPONSIBILITY FOR THE PREPARATION OF A LEACHING AREA U7ILIZING "SELECT MATERIAL" IS THAT OF THE LICENSED INSTALLER. THE INSTALLER SHALL / '• �J T" - - - - _ _ ARLE1 TAKE THE NECESSARY STEPS TO PROTECT THE UNDERLYING NATURALLY OCCURRING /•��� p I• _ �` - _ � !S860 ����tC � � IN FAVOR OF & TELEPHONE SERVICE SOILS FROM OVERCOMPACTION AND SILTATION ONCE EXPOSED. o I i3 r ��-- THE TOWN OF SOUTH WINDSOR �� WETLANDS - - - `„�6uwhryr 146.07 --T� - - .���� r,.I.. rf... - Dcr- IKII Anln Wa•n AKIM CHESTNIUT ' 1 00 ,��.� C�I.IrvF y Lt-V. 117L/ I Y{J . l I4 /,I\V .,. .• ,,,. 1 q'6.-2 81$ CHESTNUT , I o �p • 0, , _ . . . _ BAR _ _ _ _ _ - �MJIJ PROPOSED TREE LINE froD •• ' % S -86 '41 '43 �3 =�'� =`' o'; = EXISTING TREE LINE APPLICANT - - _ '• _ '' �(� x1 ' TURNAROUND *:Q { t : . `: - 5,. �� _ 1" PIPE �-c�.� = EXISTING STONE WALL LEONARD BOURBEAU 'T - _ (.?LEE NOTE #19)- _ - - - - - - - - - _ _ _136_ FND ,��,��., „S�•,.��_°� N� PROPOSED SILT FENCE KE Y c1 T ONE BUILDI VG A vD DEVC*1 nDkv1ENT CvRP. ' - - i-7,• v Yn``G `Pp �► T.-�T 1 ,,,..,,r..l NOTCH ROAD '` , �1��' , - ' � • .� ,J JUILJ ItJI ril LVI.HIiVIV 123 � 7C7 S. ��77►' --- - __._ _ _ _-___ _ ____ I� ����,L � PERCOLATION TEST HOLE LOCATION GRANBY, CT. 06035 _ -�;_ _ L 1� TEL. (860) 558- 1 172 _ - _ ��� _-� - =-- _ _ _ � PROPOSED WELL (approx. locati ' - - - -_ - - z c x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS Tel. 860.291•8755 PLAN PREPARED FOR: SHEET o II 11 LOCATIONS T SHOWN, ARE BASED ON AVAILABLE TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. Z GRAPHIC SCALE Fax 860.291.8757 P nT � n M INFORMATION. ALL EXISTING UTILITIES SHOULD g U'IbV lr'L�/i-L1AUV BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 20 10 '� Leonard Bou�beau 1 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD � l's BY A LICENSED LAND SURVEYOR PRIOR TO IN FEET n CONSTRUCTION. u/ ( DESIG ) civil engineers • planners surveyors N.•JAU DRAWN,•AES CHECKED: GBS Lot *10 250 Smo t Street 12327 1 inch = 20 ft. landscape architects • gis • gps JOB NO.: 2089 DATE 2-26-07 IT THE 1 3-27-07 REV. PER TOWN COMMENTS KMI 1 3. THIS PLAN IS INVALID UNLESS B LIC. No. I IMPRESSIONPROFESSIONALALAND ORIGINAL SIGNATUREENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY LAWRENCE R. GEISSLER, JR., L.S. 165 South Satellite Road, South Windsor, Connecticut 06074 DRAWING NO.: 2089-3PL0T-i.dwg ®��� ����®ra ®IIaffi�611��aDt ftc Nc°Fp �vl r - D IIAH 2 7 NO u1J ilii vyili cl;Ur 10,THE IWkbWIWw.DEfbW4TUf Wjj wymsot This certified that this plan and specifications:are true copies- of the proposed building or alterations to be erected at Street together with amendments stated in application and filed with plan and I agree to comply with all zoning. Building and state laws and such orders as shall be issued by the Building Department during pdhdency- of this application and final issuance of a buildings permit. Signed This plan is approved subject to the condition that orders and ordinances regulating building shall b* compiled with. v '7 OOa, Tonally Approved These filed wA% W�M Building Inspectgf _ (i ,i 1 �a �r