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HomeMy WebLinkAbout185 PIERCE RD DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT PERMIT# Application is hereby: TOWN OF SOUTH WINDSOR D BUILDING DEPARTMENT I 3 If APPOV 1540 SULLIVAN AVENUE t. 644-2511 EXT.230 Bldg.Permit# (Date) (Building Inspecto Application must be printed or typed FEE SCHEDULE Location of Job: $041,000=$15.00 Street No. Street Lot No. Over$1,000- $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT �rh lw S LC- APPLICANT ADDRESS APPLICANT PHONE# OWN $F OWNER t2E ✓\ CL-v- '� OWNER ADDRESS L �S' ,/�e ✓ec R Z 0 y. OWNER PHONED- C ESTIMATED COST $ 6 OOP.a D IS THIS A CONTRACT COST? YES DL-NO x FEE ENCLOSED$ �5 A � TYPE OF JOB: bSOR•C�� a>ew Installation _Alteration/Addition Repair 9-0140165-T) Revised 12/22/11 APPLICATION FOR PLUMBING PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A glESIDENTIAL BUILDING PERMIT APPLICATION? ClYES ❑ NO 13USINESS O ASSEMBLY CURRENT USE AND OCCUPANCY Cl MERCANTILE Cl EDUCATIONAL FUTURE USE AND OCCUPANCY O FACTORY O STORAGE ENGINEER'S NAME PHONE O GARAGE O MIXED USE ADDRESS (Other please specify) CITY STATE ZIP TYPE OF INSTALLATION SIZE OF MAIN DRAIN NO. OF TOILETS r 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 O YES Cl 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 (c/ WATER HEATER: TYPE MANUFACTURER DESCRIPTION OF WORK Q t(�.l Vl��, r ? S. L h �c�c ron✓ e 67;�s THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT DATE 4 F j r r r BUILDING PEI IT /u`SQ j . •_' ,r 'F _ + s;; ,«s ;- STATE OF CONNECTICUT VVRKERS'COMPENSATION COMfi+11SSI0I �' t y Y'� ��yj'f ay yak +• '�•�• r ,135 f•. r - ��t C�,���o��� K1.4 w � T�,S.t"f ...Y� �? i'���r a�. J n U. Building Permit Affidavit for ro Owuers or Sole Pro r y,�i re '*�r4 t -. r w Ty"r x-L ' p '�.r C•i` a� a3>��.r 4t��— *rl ��,,�J 4 (Conn.Gcb Scat.§31-286b) �x 3 Nv z { 5 �S; .y ` 3 y w S 17 • 'fir 'y� --�a*a �:„�4•�M,kf fr >. G�\, '�•.r- r-. Pro c i •�,(y p rty at N i `t •,* Y'w" r i t i is In the town Of—_ uL)arh G 'n Name of building permit applicant: Gu �• C S k ,f hcS'(i 3 � Please check one r`4 n5 �� f yrf'. y -:' - y t S t, t 7 1 `ar t �;.y s .yy� a.\rt•..r* I am the owner of the above property r 4{ ,i.G` '1�.,' } .aa •'4' 6 .,>;f h i or �♦ r: '4..5 ; h J r r t .f•. �..z x.`.r��t ryPii NM1'u ^r r�' t n• yt.f�^e..,,�`>tii i4r 4.i' '. 2. rfI am the sole. ro rietor of a`business � f=•°� _ r �`^ �, r< r � ; P P ri'SPsp fie. t r y,,.1$ 'irY'4 a ,�'S.•iifit� ,� �'� 4 VA tt _ 1 ..7� r*` , ; , �t y ` '2A.Name Of business v bti� r (\. }; L. W �, kiyree.ti p a r x 213.Federal Employor- r(FEII,Identificatl�Numbe � T;t f(✓ I�' ' r`/.1 `.= f `a*ak ? i a ................... ........ - .. s Pursuant to§31-286b "a Y r owner bt=. netor Avho w to act as it eral t, a 1ItY _ p1p [. ]' >l contractor or principal 1 er"may rovidlet r ace. of Viers'coin as�ation '.� `� ��1,• x oY YP Pe J . :'. insurance or a"swor4Qtlized affidavit... sta},�� he will inquire ' f of workers' ;,1 r compensation insurib*for all those aaPtoyed oa!!'"Ad-job site in accordance with this chapter." 4`� f Please check one. I.f I do not intend to act as a general contractor or principal employer. , s `•' r [Sign aQ Step ere t- ,+ E ` y r4'_ r •i S�nr C .fi f 'E j -r x i, `., E - 7a x-_ -._� � - G � r �{r ,r � � r+'.i.,;?'.! rr i i �`3•"' `'' Sim ce of app ' t: X pr+- '4,~ _ �~t t b v7 .4 l'.y h S'"++•,i„? Ki j `k, `y1 i •. 2.. I intend to act as a gpnefal contractor or principal employer.Applicahtm�ust either s s provide a ceypf 'compensation insurance or sign the s } v 1y4.r, Y below. J x '%� 7>.. u: Ji: s•- ti `� . :4 y ..................... . . ... .. Affidavit.,'' > y I herelry swear attd�ttest that I will require proof ofworkers'compensation insurance fore contractor,subcontor,or other worker before he/she engages in work on the above property in aacordaae with the°Workers'Compensation Act(Chapter 568) I understand that purstwgto§31-275 C.G.S.,o .oa corporation and partners partnership imay elect tob6 excluded from coverto,%O 'filing a waiver with the appropriate h ' ` Distriet Of1i+Ce;and that a sole proprietor of a busuiess is not required to have coverage unless he 4 _ files his intent to accept coverage. app ' -- Sul�sccibed and sworn to before me this day of 2�� (Notary Public/Commissioner of the Superior Court) 3 SOWN SF" y 07 0 s4 �� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 SOR•COa� TELEPHONE (860) 644-2511 January 22, 2014 Pat Snow Premier Partners Associates 110 Court Street, Suite 1 Cromwell, Ct 06416 Re: 185 Pierce Road Dear Mr. Snow: Please accept this notice as a Temporary Certificate of Occupancy, which certifies the structure referenced above substantially complies with the CT State Building Codes. As we have discussed a separate permit will be taken to cover the installation of the incomplete manufactured wood stove and its' venting components, which were found not to meet the manufacturer's installation instructions. The Temporary Certificate of Occupancy does not include the incomplete installation of the manufactured wood burning appliance. Sin &ingOfficial sto Chief yn V/ �� �• O I J � ti S � 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 SOR-CO TELEPHONE(860) 644-2511 January 22, 2014 Pat Snow Premier Partners Associates 110 Court Street, Suite 1 Cromwell, Ct 06416 Re: 185 Pierce Road Dear Mr. Snow: Please accept this notice as a Temporary Certificate of Occupancy, which certifies the structure referenced above substantially complies with the CT State Building Codes. As we have discussed a separate permit will be taken to cover the installation of the incomplete manufactured wood stove and its' venting components, which were found not to meet the manufacturer's installation instructions. The Temporary Certificate of Occupancy does not include the incomplete installation of the manufactured wood burning appliance. Sin , y yours, C stop h J. D ugan Chief Bui ing Official SITE COMPLIANCE CHECKLIST RECEIVED TOWN OF SOUTH WINDSOR,CONNECTICUT NOV 2 2 2013 ***** FOR C OF O***** SOUTH WINDSOR ��ti �Ef�C$. �- ENGINEERING DEPT. ADDRESS LOT/UNIT# Reviewed by�(Engineering) CONTACT/DEV3gh!rEL A Tn1Ffc� Ass3o � �%A;�c J�� Date Reviewed i1-25-C prove ed PH# Reviewed by/_(Planning) Date Submitted 1 Date Revieweb "� pproved/Denied 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 parldng ✓6 4. Utility location; +� a. sanitary sewer/septic systems ✓ b. foundation drain ✓ C. electrical&telephone d. water (W EI I) _ e. other ✓` 5. Sewer connection charge paid 6. Appropriate certification 3 7. Bonding 8. Planning&Zoning/ Inland Wetlands Considerations A. Lighting B. Signage Freestanding Wall C. Fee in lieu of Open Space C�tl Sr:A[S cN CAApE COMMENTS: SrrOJNI7 nM7 AT 3 - F.--A-N) N—L FST4ZUJAI1x.N' C- ^{c)UEwAr� s/engineering/molloy/site compliance checklist ' P.O.BOX 1167 425 SULLIVAN AVENUE SOUTH WINDSOR,Cr 06074 esign PHONE 860.291.8755 FAX:860.291.8757 th 1"O SSWMIS 25 Anniversary 1986-2011 www.designprofessionalsinc.com CIVIL & TRAFFIC ENGINEERS I PLANNERS I SURVEYORS I GIS ANALYSTS I LANDSCAPE ARCHITECTS Serving Connecticut, Massachusetts, *Rhode Island • • • LETTER OF TRANSMITTAL To: Ben Michaelson Date: 11/22/2013 DPI Project No. 2236.M 89 Windrush Lane Re: Pierce Road Property Andover,CT 06232 WE ARE SENDING YOU: ® Attached ❑ Under separate cover via the following items: ❑ Shop Drawings ® Prints ❑ Renderings ❑ Specifications ❑ Copy of Letter ❑ Change Order ❑ COPIES • . DESCRIPTION 4 11/21/13 2236 Improvement Location Survey-Record Pierce Rd Property Ben Michaelson South Windsor,Connecticut : These are transmitted as checked below. ❑ For Approval ❑ No exceptions taken ❑ Resubmit copies for approval • ® For your use ❑ Make corrections ❑ Submit copies for distribution ® As requested ❑ Revise and Submit ❑ Return corrected prints ❑ For review and comment ❑ Forbids due ❑ Prints returned after loan to us : REMARKS: : RECEIVED NOV 2 2 2013 • SOUTH VVt,Na-OR ENGtNEEIZN 0 Q-)'f. • : • SIGNED: C: Lawrence R.Geissler,Jr.,L.S. i JghvA Z, zolN t�hl � ,►� c �� S z S � APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Applicatioq.is*reby: BUILDING DEPARTMENT 13 w 33( D 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 Date Bu' ing Inspector Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 1 $S R. ercf- !C n Over$1,000= Street No. Street Lot No. $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT J sex e. ►oo1e/ APPLICANT ADDRESS Zs{ 6-77 0 6o6Z APPLICANT'S PHONE# W.Q- OWNER pam'ai- P-4*40 r'5 l l � q�W'N SFq< OWNER ADDRESS //O C4'rf 5,/. C, Mtge G� 4 1 - OWNER PHONE - G32 - ;1�:)50 ESTIMATED COST$ /4 00IT"00 C ` IS THIS A CONTRACT COST? es No It FEE ENCLOSED$ /4) _ f _ • O TYPE OF JOB: R.COCI ew Installation Alteration/Addition/Repair Revised 03/05/10 APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCI WITH A BUILDING PERMIT APPLICATIO YE 0 NO RESIDENTIAL CURRENT USE AND OCCUPANCY ❑ BUSINESS ❑ ASSEMBLY FUTURE USE AND OCCUPANCY ❑ EDUCATIONAL ❑ INSTITUTIONAL ENGINEER'S NAME PHONE 0 FACTORY 0 STORAGE ADDRESS ❑ GARAGE ❑ MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD SIZE OF SERVICE 7;!50(+ SIZE OF MAIN CONDUCTORS A L. NUMBERS OF METERS ( NUMBERS OF DISCONNECTS AND RATINGS NUMBERS OF PANELS NUMBERS OF DISCONNECTS REQUIRED? ❑ YES 0 NO NUMBERS OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. I r DESCRIPTION OF WORK LJ 0all �I /UQC.) He�ML I&r ?aoT NF1' Zeds A oyte/ , . 4r THE UNDERSIGNED HEARBY 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 PERFOR- MANCE OF SUCH WORK E/-/567XZ Cl Gam' CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT DATE 7 1 Z l i 3 APPLICATION FOR HVAC PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Ap atio ' ere BUILDING DEPARTMENT 1360 D 1540 SULLIVAN AVENUE 644-2511 ext. 230 Bldg.Permit# 13oab�� "Dateuilding Inspector Application must be printed or typed FEE SCHEDULE Location of Job: $041,000=$15.00 J85 /�,�C'C� Over$1,000= Street No. Street Lot No. $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT APPLICANT ADDRESS APPLICANT'S PHONE# OWNER g0WN SFq< OWNER ADDRESS OWNER PHONE O , Y" ` ESTIMATED COST$ -D C IS THIS A CONTRACT COST? Yes No FEE ENCLOSED$ TYPE OF JOB: r()e j -�/cUvre 416/�C SOR•CO New Installation Alteration/Addition/Repair +�2oi -:�z o3a, Revised 03/05/10 APPLICATION FOR HVAC PERMIT(Continued from reverse side) TYPE OF SYSTEM: TYPE OF BUILDING: 49 HEATING S RESIDENTIAL 4&A/C ❑ COMMERCIAL 0 VENTILATION ❑ INDUSTRIAL HEATING ❑ STEAM LOW PRESSURE LIMIT LBS. HIGH PRESSURE LIMIT LBS. ❑ HYDRONIC AF WARM AIR ❑ UNIT RADIANT HEATER EXISTING RADIATION ADDITIONAL RADIATION TOTAL RADIATION DESIGN TEMP.OUTSIDE 1 O' °F INSIDE ?-,3- OF DIFFERENCE OF TOTAL HEAT LOSS(BTUH) OF(HEAT LOSS SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL HEATING EQUIPMENT(INCLUDING MAKE& MODEL NO.) 4�RR-r Rc/✓�;p anol a�eej, t/pynr-� /,e_�I//�/C�/>C�"�2 (Jf) �1 f C ��C�rirC S�Yi� �Cc�cv1e GROSS HEATING CAPACITY(INPUT BTUH) NET RATING(OUTPUT-BTUH) TYPE OF FUEL ❑ OIL-GPM OIL TANK LOCATION: ❑ INSIDE ❑ OUTSIDE CAPACITY �- ❑ GAS-INPUT LPG TANK CAPACITY,r-- ELECTRIC-KW O AIR CONDITIONING q { DESIGN TEMP: OUTSIDE OF INSIDE 70 OF DIFFERENCE /') OF TOTAL HEAT GAIN(BTUH) (HEAT GAIN SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL COOLING EQUIPMENT(INCLUDING MAKE& MODEL NO.) Rlfty 3 ll-lCte_ t-(- Pc C,&, C-" -c S /!'t C 2 TONNAGE (Ovt COOLING CAPACITY(BTUH) VENTILATION DESCRIBE ALL AIR HANDLING EQUIPMENT(INCLUDING KITCHEN EXHAUST EQUIPMENT) TOTAL SIZE OF SYSTEM(CFM) AIR INTAKE(CFM) (PLANS MUST ACCOMPANY APPLICATION) FURTHER DESCRIPTION OF WORK THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. CONTRACTORS LICENSE NO. TYPE STATE/ SIGNATURE OF APPLICANT 7 DATE ( 2� , • 07/23/2013 16:13 8606327084 PORTLAND_WINAIR PAGE 01/01 Short FormJob: Data: July 2 2013 Entire House By: chris mechanical Pt-oject south Windsor J U 5Design Infori-nation f c Htg Clg Infiltration Outside db(OF) 0 95 Method Simplified Inside db("F) 70 76 Construction quality Average Design TD(°F) 70 20 Fireplaces 0 Daily range - M Inside humidity(%) - 50 Moisture difference(gr/lb) - 15 HEATING EQUIPMENT COOLING EQUIPMENT Make Make Trade Trade Model Cond cal Efficiency 80 AFUE Efficiency 0 EER Heating input 0 Btuh Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Stuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 1461 cfm Actual air flow 1451 cfm Air flow factor 0.026 cfm/Btuh Air flow factor 0.053 cfm/Btuh Static pressure 0.00 In H2O Static pressure 0.00 in H2O Space thermostat Load sensible heat ratio 0.94 ROOM NAME Area Htg load Cig load Htg AVF CIgg AVF (ft�) (Btuh) (Btuh) (cfm) (cfm) main level 1196 56445 27137 1451 1451 Entire House d 1196 56445 27137 1461 1451 Other equip loads 0 0 Equip.Q 1.00 RSM 27137 Latent cooling 1713 TOTALS 1196 50445 28850 1 1451 1451 BoAdAfalk values have boon monuady ovefri/den Printout certified by ACCA to meet all requirements of Manuel J 7th Ed. wrightSofit R1gn-S4jto ft-,ioePolal5.9.52 RSRA0261 2013-JuR317A2;12 Pro)ectl.np code=w7 omenMtlon-N Page 1 BUILDING PERMIT. STATE OF CONNECTICUT w0RMW'COWENSATION OOWSSION Baildintr Permit Affidavit for Property Owners or Sole Proprietors (Conn.Gen.Stat.§31.286b) Property located at 1 Iie,,ce In the town of 50 y 7 K ej.-Iy 0 s • Name of building permit applicant:_4:�cZzY S'u'-> i= Please check one: I• I am the owner of the above pr.opecty. 2. I am the sole_proprietor of a business. 2A.Name of business 0'(P.�I S ?B•.Fcdm'l Employer.Identification Number(I-MQ ....................... ................... - Pwmant to§312M,"a property owns or sole proprietor[who]intends to act as a general actor or emPloya'.�may provide either a ce tific ate of worker'oomperrration. • insurance or.a"sworn notarized�...swing that he will require proof of wakere Compensationinsurance'for all dwgo employed on the job site in accordance wi&this chapter." Pkase check one: 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 priacipal employer.Applicant mast either provide a oatificate of grorked compensation insurance or sign the affidavit below. .................................................................................................................... Affidavit .I hemcby swear and attest that I will require puce orkerS eoarpensation insurance for every contractor,suboonttactor,or other worker before helshe engages in work on the above property in accordance with theWorkete Compensation Act(Chapter568). I understand that Punt 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 pruprictor of a business is not required to'have coverage unless he files his intent to accept coverage. gnature o applicant Subscribed and sworn to before me this day of ,200 . (Notary Public!Commissioner of the Superior Court) DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT PERMIT# Application is hereby: TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT I.p 6) APPROV D 1540 SULLIVAN AVENUE (� 1� 644-2511 EXT.230 BIdg.b12� (Date) (Building Inspe or) Application must be printed or typed FEE SCHEDULE + (� � Location of Job: $041,000=$15.00 Street No. Street Lot No. Over$1,000- $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT / e�2 APPLICANT ADDRESS oZ U per O APPLICANT PHONE# OWNER �/P �'1 ,Q/ P4,-T�el- S OWN Sf OWNER ADDRESS Cl0 P G C/) OWNER PHONE �5 L�� 3 �� ���,67 Q C = ESTIMATED COST $ o cp G oa IS THIS A CONTRACT COST? YES NO FEE ENCLOSED$ d� TYPE OF JO I U I �SOR•Cod New Installation Alteration/Addition Repair � �t 3 00 3oU +� ' Revised 12/22/11 APPLICATION FOR PLUMBING PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A O RESIDENTIAL BUILDING PERMIT APPLICATION? ❑ YES ❑ NO O BUSINESS O ASSEMBLY CURRENT USE AND OCCUPANCY O MERCANTILE O EDUCATIONAL FUTURE USE AND OCCUPANCY O FACTORY O STORAGE ENGINEER'S NAME PHONE O GARAGE O MIXED USE ADDRESS (Other please specify) CITY STATE ZIP TYPE OF INSTALLATION /4-/ rr SIZE OF MAIN DRAIN 3 NO. OF TOILETS c�— STYLE �o�ggfr�L NO. URINALS 0 STYLE NO. OF BATHTUBS NO. OF SHOWERS f NO. OF LAVATORIES 3 11 NO.OF CONDUCTORS _ SIZE J NO.OF STACKS SIZE AREA OF ROOF NO.OF CATCH BASINS NO. OF FLOOR DRAINS U NO.OF OTHER FIXTURES Of KIND_k r T q Q-.,l ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY A WINDOW O YES ® NO SIZE OF WINDOW IF NONE C.F.M.OF VENTILATOR SIZE OF DUCTS SEWER OR SEPTIC TANK SIZE OF WATER MAIN 24SIZE OF WATER PIPING&RISER / WATER HEATER: TYPE 'e I e C rGi ( MANUFACTURER c SDI DESCRIPTION OF WORK THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. i z CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT DATE/�/ BUCK & BUCK, LLC E N G I N E E R S 98 WADSWORTH STREET, HARTFORD, CONNECTICUT 06106 TELPHONE 860-527-2677 IA MES A.THOMPSON FAX 860-527-7100 HENRY WOLCOTT BACK 951-1965 WILLIAM B.ASTON ROBINSON D.BUCK 1955.1939 DOUGLAS E.ELLIS ROBINSON W.BUCK 1962-2001 GREGORY B.HUNT LAW RENCE P.BUCK 1966-2012 Comm. 201304-1 April 12, 2013 Mr. Patrick T. Snow E C F U U E 0 Premier Partners & Associates, Inc. 110 Court Street Suite 1 APR j g 20 13 Cromwell, CT 06416 South vvingsor BUILDING DEPARTMENT Re: #185 Pierce Street, South Windsor Dear Mr. Snow: At your request, on 4/11/13, 1 inspected the footing excavations for a house to be built at the subject address. I found the excavation complete, and partially backfilled with 3/4" crushed stone, approximately 8" to 10" thick, and 3' plus wide. The crushed stone was placed on top of a tightly woven filter fabric. I probed the foundation soil, all around the foundation with a spoon tipped, smooth steel rod. The southerly half of the foundation is a compact clay with differing color layers. I found the clay to be very stiff and could penetrate it only to a depth of+/- 12". The northerly half of the foundation, which is basically the garage area, was found to be a saturated fine to medium sand. I could penetrate the sand to a depth of 3', easily, with my probe. When confined by a filter fabric, loose sand can withstand a foundation load of 2000 Ibs/sq ft. Based on the fact that the contractor had already placed filter fabric under the entire crushed stone bed, I advised the contractor to increase the width of the footings in the garage area to 24". 1 also advised that all footings should contain at least two, #4 re-bars, for their full length. The 20" footing width is satisfactory for the house footings which are founded on the stiff clay. If you have any further questions on the matter please call me. I will send to you and the Building Official, a copy of this letter with my embossed seal. Sincerely yours, James A. Thompson Cc: Christopher J. Dougan Building Official W:\VAL\JAT\2013\201304-1a 4-12-13.doc BUCK & BUCK,LLC E N G I N E E R S 98 WADSWORTH STREET. HARTFORD.CONNECTICUT 06106 TELPHONE 860-527-2677 IAMthA 1H41MI'%Ik% FAX 860-527-7100 Ht\K\NIHII111 NI I A IVtI IVht %III IAM N ASM-4 1411111V1IIh 11 111 4 K I V tt.IVtV IN11(,1 A,t tI 1 Ih NIINIh\Ilh q' Itl t A 1%2 2-I /.KFII IK\N HIAI 1 AN'KF h(h h NI t K I Vhh•111. Comm. 201304-1 April 12, 2013 Mr. Patrick T. Snow Premier Partners &Associates, Inc. 110 Court Street Suite 1 Cromwell, CT 06416 Re: #185 Pierce Street, South Windsor Dear Mr. Snow: At your request, on 4111/13, 1 inspected the footing excavations for a house to be built at the subject address. I found the excavation complete, and partially backfilled with 3/4"crushed stone, approximately 8"to 10"thick, and T plus wide. The crushed stone was placed on top of a tightly woven filter fabric. I probed the foundation soil, all around the foundation with a spoon tipped, smooth steel rod. The southerly half of the foundation is a compact clay with differing color layers. I found the clay to be very stiff and could penetrate it only to a depth of+/- 12" The northerly half of the foundation, which is basically the garage area, was found to be a saturated fine to medium sand. I could penetrate the sand to a depth of 3', easily, with my probe. When confined by a filter fabric, loose sand can withstand a foundation load of 2000 Ibs/sq ft. Based on the fact that the contractor had already placed filter fabric under the entire crushed stone bed, I advised the contractor to increase the width of the footings in the garage area to 24" 1 also advised that all footings should contain at least two, #4 re-bars, for their full length. The 20"footing width is satisfactory for the house footings which are founded on the stiff clay. If you have any further questions on the matter please call me. I will send to you and the Building Official, a copy of this letter with my embossed seal. Sincerely yours, Cc: Christopher J.Dougan James A. Thompson Building Official WMALUAT12011201304-1a 4-12-13.doc I ICF %ABUi1dB10Ck BUILDBLOCK"'ICFs not only save natural INSULATING CONCRETE FORMS resources, they save It pays to build installation time, materials and money. . green Straight 4",6"&8" �'CF$■ Concrete Cores Building with BuildBloW Insulating Concrete Forms not ICF only saves trees,it saves the owner 30-70%on heating and cooling costs.And that's just the beginning. 90'Comer 4",6"&8" Concrete Cores ICF +% —.�. 450 Corner 4",6"&8" �1d �� ICFs HELP YOUR Concrete Cores Jr STRUCTURE QUALIFY for �' w FOR NEW FEDERAL ICF ` ` TAX CREDITS. U11dBlock &DEDUCTIONS ,' EnergyEfficient Home Credit - i � $2,000 tax credit for eligible � contractors who construct INSULATING CONCRETE FORMS y ►%='; �' . 0 qualified new energy'' �,�4,- efficient homes Brick Ledge 6"&8" Build it once. Build it for life. �nf,,; Nw�� Concrete Cores Commercial Building 9701 N. Broadway Extension Oklahoma City, OK 73114 �► ;? �►„ ,•�,;', Tax Deduction (405)840-3386 • (866)222-2575 Up to$1.80 per square foot ICF Fax: (831)597-0792 for expenditures resulting in www. buildblock.com a 50% increase in energy efficiency Local Representative: ICF BuHding Company, LLc � POO' State and local tax deductions and credit 469 New Park Avenue may be available as well. West Hartford, CT. 06110 �40 See your tax advisor Taper Top 6"&8" Concrete Cores 0 N f for details. jim Ryan 860-523-1222 � .�� � � � � �•,�,�� The BuildBlock1 Difference It pays to build All ICFs are not created equal. BuildBlockQO ICFs fe e reenly 1" repeating cut pattern on block connections and spacing. This coupled with the symmetrical web de W't %JB I Fs■ and complete reversibility of the forms results in one of lowest waste factors of any ICF on the market today. ICFs significantly contribute to LEED Certification because of their tremendous energy-efficiency, excellent indoor air quality, and recyclable nature. BuildBlock®in particular is more likely to qualify you for regional material points because we have ten manufacturing facilities nationwide. Concrete is a green building material. 10 Just as the higher "first costs" of an energy- efficient building are surpassed by the ongoing energy savings, the initial "environmental costs" of producing cement are greatly outweighed by the performance of the insulating concrete wall system. Energy Efficiency&Savings Every year of its life span, a properly built ICF r, structure will use 30-70% less energy to heat and At a time when energy costs are soaring, it makes more cool than a traditional structure. Less energy used sense to spend money on a safer, longer lasting,and more energy efficient home than to spend that same money translates into less fossil fuel used and less CO 9Y P Y -- released into the atmosphere — every single year on utility bills. Depending on the climate, BuildBlock® You can also reduce the environmental impact(and homeowners enjoy a 30 - 70% savings in heating and/or cost)of cement by using a fly ash concrete mix. cooling costs! The Total Effective R-Value performance ICF is a green building material. ICFs Reduced Air of BuildBloce ICFs consists of three contain no HCFC, formaldehyde, asbestos, or factors: The R-Value of the expanded fiberglass. No harmful CFCs (chlorofluorocarbons) I Concrete polystyrene, the thermal mass of the are used in their manufacture, nor is there any o concrete,and the enormous reduction in degree of"off-gassing"of VOCs. air infiltration(leakage). .� .. ICF structures are extremely durable and have life spans which are more than double those of traditional construction methods. This reduces With the combined performance of these three factors, ICF the landfill construction waste created by removal walls actually perform as high as R-53 in some areas of and replacement. the country. This energy efficiency directly contributes to LEED Certification and may qualify you for tax credits and ICF construction is an antiurban-sprawl deductions as well as an Energy Efficient Mortgage. technology. ICFs create super quiet, safe and )�j sound homes and multi-family dwellings—ideal for j:ujl(A �` Qa: the new urban redevelopment trend. This results in a: Insulating i+ l fe 41 less suburban commuting, more mass transit use, o:-. Concrete for a.D ;. and utilization of building sites which otherwise Member "'° Form could not be used for comfortable residential living. Member Association s `; BUi1dB10C1( BUILDING SYSTEMS , LLC Build it once. Build it for life. BuildBlock Building Systems is proud to present our new state-of-the-art insulating concrete form wall system and an exciting new concept in ICF block distribution. BulldBlock forms combine the standard features you've come to expect in a quality ICF with unique benefits you'll find no place else. • The Builder's Block Ready to Stack. No onsite assembly required; start installing '16" right off the truck. i Reversible. Straight and comer forms are fully reversible; no top or bottom, left or right. \�\ Standard Size. Industry-standard 16" high forms produce less 4 waste when cutting around doors and windows. 'X Interlocking. Blocks easily stack and securely lock into place. s pending on \ 21/:" Foam Panels. Allows easy accommodation of electrical and and web designs plumbing installations. Rebar fingers High-density, Molded-in Plastic Webs. 8 webs spaced on 6- 6"form web inch centers makes for a stronger form than the 8-inch spacing shown. found in many other ICFs. Greater strength, more value. Symmetrical Web Design. Produces two identical halves when * Extra heavy-duty form is cut in two horizontally. attachment points 15" Rebar Rebar Support. Deep, snap-in rebar fingers hold two 5/8"rebar in saddles place with no need for tying steel. Open Web Design. Interior rebar saddles provide rebar support without compromising concrete flow. Extra heavy-duty attachment points (450lbs.+). Located every 8 inches, allowing for super secure attachment of bracing or r Patent Pending heavy cabinetry. Best Corner on the Market -' c�a Reversible. Use corners for left or right stacking. }n' Longer. Extra length in both directions eliminates 6"90°form shown. the need for additional strapping during installation and concrete pour. - - Stronger. The 2'/z"wide, ^- 21" - HI H1 6"long high-density _ Ott plastic corner web A ,rr holds rebar in place, TM"`"` adds strength during j concrete pour, and - provides superior attachment points for _ r e exterior finishes. ` 6 33 „ ��/" Patent Pending JOBUildBlock A A A 1 1 1 A A BU ' D'tiG Insulating Concrete Forms ' Patent Pend,ng For Good Measure Molded-in `Tape Measure." Numbered, Mol ed-in tape measure vertical cut lines on eve inch, often eliminate Extra heavy-duty every attachment point the need for using a tape measure. XX Molded-in Horizontal Cut Lines Located every two inches; provide horizontal cutting references for straighter cuts. 1-inch Repeating Cut Pattern on Block Connection. More layout options; less waste; Horizontal cut lines 4 Attachment points no mismatched connections. Attachment Point Markings Molded-ins-0 markings identify attachment points; heavy-duty 1 vi"wide web matches attachment points are marked with a BB. width of 2x4 stud. ffHim Width Length Retum Surface Area Concrete Volume B-600: Straight Form 11 (6"core) 48" n/a 5.33 .09876 cu.yd. B-690: 90'Corner 11 (6"core) 33" 21" 6.0 .086534 cu.yd. B-645: 45°Comer 11 (6"core) 28" 16" 4.89 .05615 cu.yd. BB-800: Straight 13"(8"core) 48" n/a 5.33 .131682 cu.yd. 41 BB-890: 90'Corner 13"(8"core) 35" 23" 6.44 121514 cu.yd. BB-845: 45°Corner 13"(8"core) 28" 16 4.89 .072503 cu.yd. BB-80OL: Brick Ledge 13"(8"core) 48" n!a 5.33 Entire block:0.167074 Corbels only:0.035556 RE R"I oral A 1 1 1 �� ICF Building Co. 469 new park ave. west hartfEord, ct 06110 call jaznes Ryan 860 523-1222 icMuildingcompany.com Build it once. Build it for life. --- ---- -- - -- - ___.t r1._,_ ..,.-............ 1 i� , Patents pending _ For Good Measure Molded-in tape measure A} A A 1 1 / A A► Extra heavy-duty attachment point { _ w Molded-in "Tape Measure. Numbered, vertical cut lines on every inch, often eliminate the need for using a tape measure. Molded-in Horizontal Cut Line Located every two inches,provide horizontal cutting Horizontal cut lines Attachment references for straighter Cuts. points 1-inch Repeating Cut Patters:nn Block Connection.More layout options,no mismatched 1'/2"wide web matches Connections.One of the lowest waste factors of any ICF on the market today. width of 2x4 stud Attachment Point Mark Molded-in markings identify attachment points, heavy-duty attachment points are marked with a BB. ICF ICF W� , , ICF ICF t ICF Straight 90°Corner 45°Corner . , . Brick Ledge Taper Top 4.. 6„&8„ 4".6"&8" 4".6"&8" 6"&8" 6„&8„ Concrete Concrete Concrete Concrete Concrete 1 ,� `�► Cores Cores -_ Cores Cores Cores PRODUCT Height. 16" Form Type Length Return Area Concrete Length Retum Area Concrete Length Retum:E��Area Concrete sq.ft. Vol.cu.yd. sq.ft. Vol.cu.yd. . Vol.cu.yd. Straight 48" N/A 5.33 .065844 48" N/A 5.33 .098765 48" N/A 5.33 .131687 90'Comer Ext:31" Ext:19" 5.56 .054574 Ext:33" Ext:21" 6.00 .086528 Ext:35" Ext:23" 6.44 .121517 Int:22" Int:10" Int:22" Int:10" Int:22" Int:10" 45'Comer Ext:28" Ext:16" 4.89 .054985 Ext:28" Ext:16" 4.89 .080841 Ext:28" Ext:16" 4.89 .105425 Int:24-272" Int:12.272" Int:23.444" Int:11.444" Int:22.615" Int:10.615" Brick Ledge` 48" N/A 5.33 .134148 48" N/A 5.33 .167074 Double 48" N/A 5.33 .130128 48" N/A 5.33 .16305 Taper Top" 'Brick Ledge Corbels Only(6"and 8") = .035556(Concrete Volume) -Double Taper Top Corbels Only(6"and 8") = .031363(Concrete Volume) ® MI N.Broadway Extension Loral Representative: Builffiloc k Oklahoma City.OK 73114 (405)840-3386•(866)222-2575 James Ryan Ct. Reg.9499 116us INSULATING CONCRETE FORMS Fax:(831)597-0792 860 523 1222 ICF Building Co. Construction/Sales/Tech Support 489 New Park Ave west Hartford,CT 08110 www.icfbuildingcompany.com TECHNiCAL DATA RuildBIOCk INSULATING CONCRETE FORMS 8"FORM SHOWN. 25, 16" i * 48" Patents pending on form and web design Build it once. Build it for life. 6"FORM WEB SHOWN. BUildBIOCe Building Systems is proud to present our RE — state-of-the-art insulating concrete form wall system and an FINGERS exciting new concept in ICF block distribution.Bui►dBlock°forms combine the standard features you've come to expect in a quality ICF with many unique benefits you'll find no place else. { E>ata The Builder's Block heavy-duty 5 Ready to Stack No on-site assembly required; start installing REBAR night off the truck. Stronger and more rigid than knock down attachment SADDLES blocks. Reversibie. Straight and comer forms are fully reversible: no top,bottom,left or right. VauStandard Size Industry-standard 16"high forms produce less points d tie .- points built into the web waste when cutting around doors and windows. Interlocking. Blocks easily stack and securely lock into place Best Corner on the Market resulting in greater strength over the competition. Reversibl Use comers for left or right stacking. 2'/:" Foam Panei Allows easy accommodation of electrical and plumbing installations. - Extra length in both directions eliminates the need for additional strapping during installation and concrete pour saving time and labor. Hty i Feu-in PiaSttc INeb�, Eight webs spaced on 6"centers makes for a stronger form than the 8"spacing found The 2'/i'wide,6"long high-density plastic isomer web holds rebar in in many other ICFs. Greater strength,more value. place,adds strength during concrete pour, and provides superior attachment points for extenor finishes. Symmetrical Web Design Produces two identical halves when form is cut in two horizontally. --- - -- ------------ -- -----...--- Rebar Support.Deep.snap-in rebar fingers hold two 5/8"rebar in place with no need for tying steel. :.Interior rebar saddles provide rebar support without compromising concrete flow. 6 c_ ile,, ' > 1meni Located 5 tsw-rwa. every S"vertically and every 6" horizontally, allowing for super _ secure attachment of bracing or heavy cabinetry. ,T 000 6° } a rvr ra im 6• Kv�u[wlYCA[ t FOUNDATIONS ' I R403.1.4.1 Frost protection. Except where otherwise R318 and R319. Cold-formed steel framing systems shall ` protected from frost, foundation walls, piers and other be fastened to the wood sill plates or anchored directly to the permanent supports of buildings and structures shall be foundation as required in Section R505.3.I or R603.1.1. protected from frost by one or more of the following methods: Exception: Foundation anchor straps, spaced as re- quired to provide equivalent anchorage to'/i inch-diam- Extending below the frost line specified in Table eter(12.7 mm)anchor bolts. R301.2 1); Constructing in accordance with Section R403.3;~ R403.1.6.1 Foundation anchorage in Seismic Design Categories C,D,and D2.In addition to the requirements onstructtng to accordance wi ASCE 32 O1 and of Section R403.1.6, the following requirements shall f4. rected on solid rock. apply to wood light-frame structures in Seismic Design Exceptions: Categories D,and DZ and wood light-frame townhouses I 1. Freestanding accessory structures with in Seismic Design Category C. v� an area of 400 square feet(37 ml)or less 1. Plate washers conforming to Section R602.11.1 and an eave height of 10 feet(3048 mm) shall be used on each bolt. or less shall not be required to be pro- 2. Interior braced wall plates shall have anchor bolts tested. spaced at not more than 6 feet(1829 mm)on center 2. Decks not supported by a dwelling need and located within 12 inches (305 mm) from the not be provided with footings that extend ends of each plate section when supported on a below the frost line. continuous foundation. Footings shall not bear on frozen soil unless such 3. Interior bearing wall sole plates shall have anchor frozen condition is of a permanent character. bolts spaced at not more than 6 feet(1829 mm)on R403.1A.2 Seismic conditions.In Seismic Design Cat- center and located within 12 inches(305 mm)from egories D, and D21 interior footings supporting bearing the ends of each plate section when supported on a or bracing walls and cast monolithically with a slab on continuous foundation. grade shall extend to a depth of not less than 12 inches 4. The maximum anchor bolt spacing shall be 4 feet (305 mm)below the top of slab. (1219 mm)for buildings over two stories in height. R403.15 Slope.The top surface of footings shall be level. 5. Stepped cripple walls shall conform to Section The bottom surface of footings shall not have a slope ex- R602.11.3. �i seeding one unit vertical in 10 units horizontal(10-percent 6. Where continuous wood foundations in accor- !, slope). Footings shall be stepped where it is necessary to dance with Section R404.2 are used, the force i t change the elevation of the top surface of the footings or transfer shall have a capacity equal to or greater where the slope of the bottom surface of the footings will than the connections required by Section exceed one unit vertical in ten units horizontal(10-percent R602.11.1 or the braced wall panel shall be con- slope). nested to the wood foundations in accordance with R403.1.6 Foundation anchorage.When braced wall pan- the braced wall panel-to-floor fastening require- ;' els are supported directly on continuous foundations, the ments of Table 602.3(l). lwall wood sill plate or cold-formed steel bottom track shall R403.1.7 Footings on or adjacent to slopes.The place- be anchored to the foundation in accordance with this sec- ment of buildings and structures on or adjacent to slopes tion. steeper than i unit vertical in 3 units horizontal(33.3-per- The wood sole plate at exterior walls on monolithic slabs cent slope) shall conform to Sections R403.1.7.1 through li and wood sill plate shall be anchored to the foundation with R403.1.7.4. anchor bolts spaced a maximum of 6 feet(1829 mm)on cen- ter.There shall be a minimum of two bolts per plate section R403.1.7.1 Building clearances from ascending with one bolt located not more than 12 inches(305 mm)or slopes.In general,buildings below slopes shall be set a less than seven bolt diameters from each end of the plate sufficient distance from the slope to provide protection ' section. In Seismic Design Categories D, and D2, anchor from slope drainage, erosion and shallow failures. Ex- bolts shall also be spaced at 6 feet(1829 mm)on center and cept as provided in Section R403.1.7.4 and Figure located within 12 inches(305 mm) from the ends of each R403.1.7.1,the following criteria will be assumed to pro- plate section at interior braced wall lines when required by vide this protection.Where the existing slope is steeper I Section R602.10.9 to be supported on a continuous founda- than one unit vertical in one unit horizontal(100-percent I tion.Bolts shall be at least '/2 inch (12.7 mm) in diameter slope),the toe of the slope shall be assumed to be at the ; III i and shall extend a minimum of 7 inches(178 mm)into ma- intersection of a horizontal plane drawn from the top of i sonry or concrete.Interior bearing wall sole plates on mono- the foundation and a plane drawn tangent to the slope at f lithic slab foundations shall be positively anchored with an angle of 45 degrees(0.79 rad)to the horizontal.Where i approved fasteners.A nut and washer shall be tightened on a retaining wall is constructed at the toe of the slope,the i each bolt to the plate.Sills and sole plates shall be protected height of the slope shall be measured from the top of the I against decay and termites where required by Sections wall to the top of the slope. f II l , 56 2003 INTERNATIONAL RESIDENTIAL CODE®PORTION OF THE 2005 STATE BUILDING CODE cgs Pie -� ��o 1�.� RECEIVED 31TE COMPLIANCE CHECKLIST TOWN OF SOUTH WINDSOR, dONNECTTCUT MAR 2 '1 7'1,3 1 ***** BUILDING PERMIT***** AD-DRESS 195�`PI-e rC e-P2�1 —LOT/UNIT#_Reviewed by ' CONTACT/DES_r►�eMle Y F� e"5 AS5er,_ 01-1-ri61c) Date Reviewed pproved/ enied Pk'ZW Reviewed by (Planning) Date Submitted C)120I 13 Date Reviewed ` � ppro�enied Reviewed by (Health Dept) Date Reviewed Approved/Denied 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 '40 4. Plot Plan at 1"=40 scale --k--'— 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. - 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.) S. Sedimentation and erosion control 6. Special Planning&Zoning, Inland/Wetlands considerations(Plans on file w/Town Clerk) COMMENTS:_ lip �� G.�.� a 1 �i� S Avd a d t' •r�r 1"'t �D�-- s/engineering/molloy/building compliance checklist AFFIDAVIT STATE OF CONNECTICUT) ) ss: Manchester March 2013 COUNTY OF HARTFORD ) The Undersigned,being duly sworn and deposed,hereby affirm that: 1. We are over the age of eighteen and understand the meaning and obligations of an oath; 2. We are the owners and sellers of real estate located in South Windsor,Connecticut known as Assessor's Lot L008 Pierce Road,consisting of 25 acres more or less,which is being purchased by Benjamin P.Michaelson and Gretchen Touma Michaelson("Buyers")under the terms of a Purchase And Sale Agreement dated October 18,2011,as amended; 3. Buyers have made application to the Town for the construction of a single-family residence on a portion of Assessor's Lot L008 Pierce Road known as 185 Pierce Road and,having been approved for same,will require a Building Permit from the Town in order to proceed with transaction. 4. We hereby authorize the Buyers and/or their builder,Premier Partners and Associates, LLC,to make application,at their sole liability and expense,to the Town of South Windsor for a Building Permit for the property located at 185 Pierce Road,South Windsor,CT (previously a portion of Assessor's Lot L008 Pierce Road). Catherine S.Collins a 4.1 eborah Coffin JWedom Subscribed and sib to before me this ` day of March,2013. __. .._-,- , —T-�-. 'G, •..�!F.,r••^` ;':�Ln•'�s.-x•-�:.—.—TGCr4,^--rs �•�Q/t3-J.t'r" -- - •�tOTA R 3•" r t Notary Public R Ugt „.•;:' ::: My Commission Expires: duly 3 t, ao 1.3 O:VQiad FiWi0oll qi� „•: p,j6=Rd So Vr�odwe nIAL Doa�neatsWXXLINS AFFIDAVrr 03.052013Aoc r +, . ZONING COMPLIANCE FOR SMALL STRUCTURES (Sheds and detached decks 200 sq. ft. and smaller) Address of Proposed Structure: LE 'a6i�i�-'v Zone: Name of Owner: `ti i��)M�CH LS�/U GIS PIN: -7 DO I gS Phone Number: C).0 T no �� �N 1. Name of Applicant: N� RECEIVED Address: 169: 'PICECE ��-S��Tt1 �l/ _T� C�o{oy7� MAY L 9 2014 Phone Number: ft"0 �?�5 �Y�/� ���� l� SOUTH WINDSOR PLANNING DEPT. 2. Structure cannot exceed 200 square feet. TYPE OF STRUCTURE: SHED DECK (not to exceed 30"from grade) DIMENSIONS OF PROPOSED STRUCTURE: 3. A Class D survey must be submitted with the application showing the property lines, all other buildings and the location of the proposed structure. 4. Is the property served by a septic system? Yes No If yes, the applicant must complete and submit a B100a Application to the Health Department for review and approval. The undersigned hereby permits Town staff to enter onto and inspect this property during reasonable hours for the purpose of reviewing this application and to determine final compliance once construction is completed. I, the undersigned, acknowledge that the above information is true to the best of my knowledge and that the above requirements Vie' n rstood. Applicant Signature: Date: 2 ZvJ Owner Signature: Date: T2 12&) ***************** ***** ************************************ Reviewed and approved by: 6�Ga Gi. �) Date: 5 a Zoning Enforcement Officer Reviewed and approved by: Date: Environmental Health Officer cc: Assessor Building File SCANNED A �`• BEN I"lIC"A EL 5OV /{ LOT l \ \� ao`RFA / o�. 5/, 950 SQ.FT. I h / l. 11?3 ACRES /WELL (IR5ET Ix 0J^Opwab?" 56.5' LOT 2 xa, c � o. BEN I-IICI lA EL SON 6. \ 47.6 r• KLUEEIVED MAY 292014 South Windsor Building Department CERTIFICATION OF ZONING COMPLIANCE Proposed building(s), use(s) and/or structure(s) as shown on this plan appear(s)to be in conformance with current South Windsor regulations. Variances and special excep ions may apply. Date S 3 /y Zoning Enforcement Officer to Y­0 51.�a/ Electric # APPLICATION FOR BUILDING PERMIT Plumbing# 185 Pierce Road HVAC# 13a00128 Date: 2y/ Sprinkler# Estimated Cost $ 3�,C)C u FINAL APPROVALS Permit Fee $ Building COMPLETE RED BOXED AREAS Occupancy Fee $ Engineering TYPE OR PRINT ONLY Eng. Insp. Fee $ Affidavit Appr.forCO. SIGN ON REVERSE SIDE 4 Total Fee $ a, ASS TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The under i ned hereby applies to do work according to the following: Applicant rvM+ U+ 5_�0 LocationofWork 185 Vi,,rq Lot No. Applicant's Address //U C°vw F S�f �, Su: Tel # 6 3L- Hsu �Z( Town �rj,,,W,0 Zip U 6`f t Lic.# Cz5 q/2 3(a Owner Ccl +h il Architect e ) u, RZ, Owner's Address O Architect's Address QC)AA A �uc 1 SI5'y 5 Zip Zip 3�1 i 2 r Sq. Ft. New Area: 1 st FI. / Y r_r, 2nd FI. 3rd Fl. Total New Area Purpose of this permit City Water J Well 'Ql"� Septic System J Sewer lZl.-� 2613C�p may, Ins: HO SP Cert. Area BasS- ent Garage Approved by _ Date - 5 Use Grouper Construction Type Revised 1108 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 p oper distance from all street lines,side yard lines,and required distances from all other zones and is located in which thi buil g and it/s use is allowed. Signed �44 ^,k.!_ I hereby apply for a Certificate of O cy fo he work described in this application for the permit. ccupa Signed �-41 DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS S INSPECTION FIELD SHEET 04/19/22 Printed by Middleton, Morgan 11 45 39 INSPECTION: 65329 FINAL PERMIT: STATUS: APPLICATION: 201300300 LOC: 185 PIERCE ROAD SOUTH WINDSOR PROPERTY ID: 71400185 LOT/SUBDIV: 1 OWNER: COLLINS CATHERINE S CONTRACTOR: PREMIER PARTNERS & ASSOCIATES 860-632-7090 EXT. 21 REQUEST BY: PROD DESC: CONSTRUCTION OF NEW HOME. 1,400 SQ. FT. WORK ORDER: INSPECTOR: DOUG RESULT: PASS REQUESTED: 02/20/14 PRIORITY: SCHEDULED: 02/20/14 COMPLETED: 02/20/14 UNPAID FEES: 00 Date Time MILEAGE: 00 TIME: TRAVEL ONSITE COMMENTS: ALL SET WITH CHIMNEY. (DLP 2/20/14) ALL INSPECTIONS: INSPECTED INSPECTOR RESULT INSP DESCRIPTION 04/10/13 DOUG PASS B001 FOOTING 04/12/13 DOUG PASS B001 FOOTING JIM ® 860-523-1222 TO ENG. SPECS 02/20/14 ROSE N/A B002 FOUNDATION 08/12/13 ROSE PENDING B003 FRAMING (ROUGH) TOUYEN 0 860-632-7090//support for lower truss member 08/19/13 DOUG PASS B004 INSULATION TOUYEN ® 860-632-7090 02/20/14 ROSE PASS B005 FIREPLACE / CHIMNEY PATRICK ® 860-632-7090 12/20/13 ROSE PENDING BO10 FINAL TOUYEN ® 860-632-7090//SEE TEXT MISSING FACE PLATE TO RECEPTACLES IN KITCHEN & LIVING RMS. MISSING ATTIC LIGHT & SWITCH. ACCESS TO AIR HANDLER IN ATTIC. SUBMIT CERTIFICATION FOR ATTIC INSULATION. BATHROOM FLOOR INCOMPL. TO INSTALL TEMPERED GLAZING FOR SHOWER. COVER FOR CLEANOUT IN BEDROOM. INSPECTION FIELD SHEET 04/19/22 Printed by Middleton, Morgan 11 45 39 INSULATE PIPE OF WATER HEATER. FIREPLACE INCOMPLETE. CHIMNEY OFFSET IN CLG ABOVE GARAGE TO COMPLY WITH MANUF. INSTRUCTIONS SINK IN GARAGE INCOMPL. MAIN BATHROOM LAV. INCOMPL. INSULATE WATER PIPE. ADJUST CLOSURE TO GARAGE/HOUSE DOOR 12/30/13 ROSE PENDING BO10 FINAL ladder not available for atticrecheck/bathrm work in progres O1/29/14 DOUG FAIL BO10 FINAL TOUYEN 0 860-632-7090 O1/14/14 ROSE PENDING BO10 FINAL CHIMNEY NOT IN COMPLIANCE WITH MANUF. REQUIREMENT O1/16/14 ROSE PENDING BO10 FINAL CHRIS ® MIKE MET CONTR. AND OWNER CONTR. TO SUBMIT INSTALLATION INSTRUCTION ON FIREPLACE INCLUDING CHIMNEY INFO. 08/19/13 DOUG PASS E001 ELECTRIC SERVICE 02/20/14 ROSE N/A E002 ELECTRIC UNDERGROUND O8/12/13 ROSE PENDING E003 ELECTRIC ROUGH nail plate protection for wiring at two location 08/06/13 ROSE PASS H003 HVAC ROUGH 05/14/13 ROSE PASS P002 PLUMBING UNDERGROUND /test san drains-ok/contr. to provide cleanout for san. 08/12/13 ROSE PENDING P003 PLUMBING ROUGH need to strap vent pipe/need to press test waste &vent pipe 02/20/14 ROSE N/A P004 PLUMBING GAS TEST 04/25/13 ROY N/A V005 HEALTH SITE INSPECTION WELL SITE INSPECTION Well pump not installed - need watertight sanitary well cap 11/05/13 ROY PENDING V005 HEALTH SITE INSPECTION Pump has been installed, sanitary cap has been installed O1/22/14 ROY PASS V035 HEALTH FINAL Need Water Potability Test 11/27/13 FOLG PASS Z003 CO PLANNING INSPECTION MICHAELSON RIESIDENCE SITE ]PLAN 7, IZZ7 Rog To r o I 17%lNN \N JIRJERICI�j OALD b JL ° �� Z � prepared y YARD 4e1 AVERS R(1AD A/EIERS RW 425 SULLIVAN AVENUE PAW AtAXR szrm�reott e t tAt P R `"a'srnaa` arrrCOM iWMEWEx4s P.O. BOX 116E cpv>ar SOUTH WINDSOR, CT 06074 ���t t t t F s+t J�/j w �~ry � r 860-291-8755 - T ���� C,i?h 860-291-8757 - F eslan ` � � Slgv O� RA low www.designprofessionalsinc.com l� �N '�'*'.� G 2E �� y/ S 3 NEt£RS �O o�� rofessionals �� eLR gY� !^\ c7 z RW `PGF, GA�i nvu s AIRK TRAFFIC ENGINEERS / PLANNERS / SURVEYORS C rr- �r 11r P GIS ANALYSTS / LANDSCAPE ARCHITECTS K•' n v Z� RO�O SAND j z _"'-----� I!I ROAD K°1p FACX'/lY Q! fit. ! 75-16 HERITAGES 411 ADIMWMAVY Hit, Jl�j� n LJ! 9���� CCV�a�71��EiY! G / 3 KUPC1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 faPIEST p DRIVE NOS DRIVE 36 l�GSOR-COha TELEPHONE(860)644-2511 �� o 0 om� ScoTr 74 74-9 wA �� F � P.artifiari 117011 0470 0003 7146 8386 ��e��r�\ ( ) Ar A July 20,2012 75-15 eenl 'y1gz' o ) S� COMMUNITY r � 0 "7rN °y ARR 4yF BAKER LONE �P ) EWNG70N AD 30 ROAD Ben Michaelson Row a $9 Windrush Lane � ' Andover, CT 06232 0 F N �yqR (Pvt) us OFFICE tiF wNc RE: Appl.#12-31 W-Michaelson Residence,Pierce Road Dear Mr. Michaelson: � F �` @ A9Y + ,ntl yo p ck/ 4"" BERRY(P�c} '� F At the July 18,2012 reguiar meeting,the Inland Wetlands AgencyiConservation Commission approved � LOT 2 mMILL $ U Appl.#12-31 W-Michaelson Residence-Pierce Rd- Inland Wetland/Conservation Commission POND c¢fsurawwav application for the creation of a single family house lot and site plan. Located westerly of Pierce Rd. with the following conditions: �- '��-�G ` �A \ Rural Residential(RR)Zone, J / � 1. The final approved copy of the entire yet of plans and this letter reproduced thereon must be 75-13 64--1 submitted to the Planning Department. This must be completed within 65 days of approval prior < LOT 1 to any construction activity on the site. Plans submitted to Planning &Zoning Commission shall 74-11 \ LOCATION PLAN SCALE: 1 "= 1 , 5 �' be considered having met this requirement. 2. The application shall indemnify and Fold harmless the Town of South Windsor against any \ liability,which might result from the proposed operation or use. 3. The permit is valid for five years and si<al! expire on Juiy 18, 2012. It is the \ lands:•.,:er(s)lapplicant(s) responsibility to track expiration dates and notify the Commission of a renewal request at least 65 days prior to expiration. \ 4. A bond shall be collected in the amount of$3,000 to ensure proper placement and maintenance of erosion and sediment controls. 5. All approvals required must be obtained and submitted prior to any activity on the site. Zoning Informatioll 6. A contact person shall be identified on the plans. 7. A note to be recorded on the deed regarding the placement of the wetlands. 8. If there will be any activity in the wetlands, an application must be made to the inland Wetlands ZONE: RR (RURAL RESIDENTIAL) Agency prior to any regulated,unregulated or permitted activity. 63-5 \ 63-6 USE: SINGLE FAMILY DWELLING Very ti'u;y yours, INLAND WETLANDS AGENCY/ 63-1 \ ZONING REQUIRED PROPOSED LOT 1 CONSERVATION COMMISSION63-4 KEY MAP Elizabeth Warren,Chairperson \. }� p 63-3 i�iNIMUM LOT AREA 40,000 SQ. FT. 51,950 SQ. FT. EW/dt SCALE ��=20,{gy� MINIMUM LOT FRONTAGE 175 FEET 175 FEET MINIMUM LOT DEPTH 200 FEET 296.9 FEET FRONT YARD 50 FEET 52.0 FEET 63-12 63-11 REAR YARD 50 FEET 200.4 FEET I SIDE YARD 20 FEET 50.0 FEET MAXIMUM BUILDING STORIES 2.5 1 MAXIMUM BUILDING HEIGHT 30 FEET 20 FEET+/— MAXIMUM LOT COVERAGE 15% 3.85% N/F PROPERTY OWNERS WITHIN 500' Map Lot Owner OwnerAddress OwnerCity OwnerState OwnerZip 63 1 HALVORSEN JOHN J& MICHELLE C 79 PIERCE RD SOUTH WINDSOR CT 06074 63 GREEN JOSEPHINE & PETROLITO MARY 115 PIERCE ROAD SOUTH WINDSOR CT 06074 63 4 CALLAHAN BRIAN A 123 PIERCE RD SOUTH WINDSOR CT 06074 QN(I ER: 63 5 ANDERSON EDWARD 135 PIERCE RD SOUTH WINDSOR CT 06074 63 6 SOUTH WINDSOR TOWN OF VACANT LAND 1540 SULLIVAN AVE SOUTH WINDSOR CT 06074 CATHERINE S. COLLINS SOUTH WINDSOR LAND CONS TR INC CO SHEPARD 63 11 CHARLES P 0 BOX415 E WINDSOR HILL C- 06082 DEBORAH COLLINS NAGEDOR\ 63 12 DAIGLE LUCIE M L.rU DAIGLE CHARLINE M PO BOX516 SOUTH WINDSOR C- 06074 8 COLLINS LANE 1 `SOUTH WINDSOR TOWN OF FORMER PRIEST PROPERTY 1540 SULLIVAN AVE SOUTH WINDSOR CT 06074 SOUTH W i NDSOR, CT 0�074 SHEET INDEX 64 8G0-644-9gi2 SOUTHERN NEW ENGLAND CONFERENCE ASSOC OF 1 COVER SHEET 74 9 SEVENTH DAY ADVENT THE 360 FOSTER ROAD SOUTH WINDSOR CT 06074 74 11 RICE THONGS J 340 FOSTER ROAD SOUTH WINDSOR CT 06074 APPL i CANT V-1 BOUNDARY SURVEY SOUTH WINDSOR LAND CONS TR INC C/O SHEPARD 75 12 ;CHARLES P080X415 EWINDSORHILL CT 06028 V- 2 TOPOGRAPHIC SURVEY 75 13 CANNON JCHN J JR & ELLEN T 200 PIERCE ROAD SOUTH WINDSOR CT 06074 BEN MICHAELSON P L- 1 PLOT PLAN 89 WINDRUSN LANE 75 14 COLLINS CATHERINE S & HAGEDORN COLLINS DEBORAH, 8 COLLINS LA SOUTH WINDSOR CT 06074 ANDOVER, CT 0G232 75 15 FLINT LUCY 235 PIERCE ROAD SOUTH WINDSOR CT 06074 75 16 SNOW BRUCE J& COLLINS TODD M 1041 STRONG ROAD SOUTH WINDSOR CT 06074 8�0-742-5g14 DATA: DUNE IQ, 2012 Revised: January 10, 2015 NOTES: THESE DRAWING5 ARE THE"WnR F D TY OESIGN PROFESSIONALS, PI PROD. NO: 2236.M INC.,.,AND HAVE BEEN SHEET PREPARED SPEGIFIGALLY FOR THE OWNER/APPLIGANT FOR THIS PROJECT.THEY ARE NOT TO BE USED FOR ANY OTi�R PURP05E OR BY ANY OTHER PERSON OR PERSONS NOR 12Et'RODUGED IN ANY MANNER WITHOUT THE EXf'i2E-55 WRI'i'TShI P�RMI5510N OF DE516N 2236.M-Cover. wg PROPE5510NAL5, INC. TR V) ,�91V � Q oti ; W � o° � ^ " o 4 W L� X O ll1 If1 = \� \ C �✓ Z n Z 00 I ado ado Co > N jOUc� a h U)V fj CO!!/ 1 J� � NN •67 NW I oq ti y N Q GGo coo � R NSt� 0o0 ° �_ SAND N Z W m IT J \ \ 4 PAC/C£/AMBA� C£ 3 � z d rr ,� d CL 1d s ;n SITE y`"r a ° O HERITAGE ro n FL ERRS/ W J \ (NELDJ U iN o C Y y vi Z Q DRIVE �y owo p W N y v j = �y LLz WF 107 J . . CZ � d d ,FACE T ` WF 70 —\ r .i N N •O • \ J wF 7/ \\F/� ♦ 74 p , WF 105 s98 F 7? h TOW HALL• i � wF ♦♦ F 75 N/F c`".� �• 194 WF 76 WF 79 WF WF 7a BRUCE J. SNOW W l LIBRARY s % y rt w AND COMMUNITY a 5- 9?j FEnrAasT XF/03 wF 97 ♦ a' TODD N I. COLLIN$ (VOL. 1793, PG. 2/7j I ELLINGTON R AD ROAD ka § XF 113 XF 99 30 9'PF`gT60 WF/0? ♦♦ FENCE WF 1/4 wF/07 wF% R27T LP. �F wF 21 92 (�L/Ne*/o9 KE r l"l,4 P NOT TO SCALE h c R f g wF!/7 wF10 XF ♦ wF110 F wF l01 wF 95 \� .� o WF42 �-�- N/F AVF 109 7�rn wF 93 WF b3 WF/10 c WF WF I!3 " r THE SOUTHERN NEW ENGLAND wF u v�� - CONFERENCE A530CIATION OF 5EVENTN y m WF 9! a 7 DA Y ADVENT15T5 FENCOw.E r XF z4 �6 a c S c F (VOL. 192 PG. I90) W ?3 wF 64 wF W I , Wf 2 wF 25 WF 65 Wf 65 WF 69 wF 7! WF 68 FGtlT WF 2`! wF 26 WF% WF 157 WF 66 LYF 09 WF/ 9 9 V NOTES: W M WF 67 ,,,F 67 WF 116 WF a XF 66S 9 1. PROPERTY IS IN THE RURAL RE5/DENTIAL(RR) ZONE. O Q N 1V14'52'13"E Wf/9 wF as GJF 117 1F l35 WF/5 4 T 2. PARCEL CONTAINS /,101,48�7 SQUARE FEET OF 25.287 ACRES. 0 7/3.44' XF la wF l34 wF l iasT �Tq 3. A PORTION OF THE PROPERTY DOES FALL WI THIN THE LIMITS 0 J J rzwo AAw WF 27 /" WF 159 LJ OF A FLOOD HAZARD ZONE (ZONE AE) AS DEPICTED ON "FIRM LL Q m f'- LVF 17 XF?a wF 11a {VF 133 XF 15 wF/ � FLOOD INSURANCE RATE MAP I-IARTFORD COUNTY, CONNECTICUT 0 _ wF 29 '"`"� (ALL JURISDICTIONS, PANEL 379 OF 675 MAP NUMBER U ry 1Q WF/6 WF 1/9 wF 132 WF 160 fl" Q L1J WF 163 09003C0379F FEDERAL EMERGENCY MANAGEMENT AGENCY a FEDERAL INSURANCE ADMINISTRATION, a Z > wF 30 WF l[0 wF 131 WF 164 ` iP 4. THE LOCATIONS OF INLAND GJETLAND5 WERE DEL INEA TED BY Z O WF 15 wF s wF 59 llew I NE) JONN /ANNI OF HIGHLAND SOILS IN SEPTEMBER OF 2005 AND W 0 wF s7 wF/?i \\ �sT FIELD LOCATEL) BY DESIGN PROFESSIONALS, INC. m 00 Z F l3 wF 31 .�"J WF 56 XF 130 h5=165 "`-•• "'��� Q WF/4 jyF l2 XF 6'' wF 122 ♦♦ / 5. A PORTION OF THE LAWN AND DRIVEWAY AT 135 PIERCE ROAD wF 166 ENCROACNES ONTO THE PROPERTY. JwF WF 123 WF 129 / 6. UNDERGROUND UTILITY, STRUCTURE AND FACILITY LOCATIONS WF 55 \ DEPICTED AND NOTED HEREON NAVE BEEN COMPILED, IN PART, a FEArFsxr m wF'?4 XF/67 `♦ FROM RECORD MAPPING SUPPLIED BY THE RESPECTIVE UTILITY .6 r` WF" am E\ `, COMPANIES OR GOVERNMENTAL AGENC/ES, FROM PAROL w N u 3 M I w- v XF wF s4 wF!zs wF/tea WF 16a �Ro TESTIMONY AND FROM OTHER SOURCES. THESE LOCATIONS °� N� WF 43 WF 10 WF 33 wF 42 WF 44 �\39♦ ' d MUST BE CONSIDERED AS APPROXIMATE IN NATURE, a v W WF 53 wF 276 ADDITIONALLY, OTHER SUCH FEATURES MAY EXIST ON THE Wf l?6 wF l27 WF!69 � 3/ / wF/ XF z wF F. XF 4s wF 227 wF 243A CLSP SITE, TIVE EXISTENCE OF W1-1ICN ARE UNKNOWN TO DE516N CGIP WF 5 WF 4/ 'pFGE,�'/caps F 4 Wf 9 Wf 35 ` hF 225 �''173" PROFESSIONALS INC. T141E SIZE LOCA TION AND EXISTENCE OF \ i3� c wF 3 WF 7 wF 36 XF 40 WF/27 WF/36A A,p�Tccp Wf I70) ` _ / F �• ALL SUCH FEATURES MUST BE FIELD DETERMINED AND XF l72 VERIFIED B Y THE APPROPRIA TE AUTNORI TIES PRIOR TO O "' tctP D1F 6 � .F'� T•� C.U.P/N F 34 hF??4 µ h�lIr CONSTRUCTION. \ XF 37 wF 228 3L,a' � \ WF 135A WF 173 7. CONTRACT<R' 5F•IALL CONTACT "CALL BEFORE YOU DIG" FOR \ FENCE POST �� � XF!23 wF 24/ WF 241 LL lP _ h'r /34A WF223 UNDERGROUND UT/L/T1' MARKING AT LEAST TWO FULL {v'ORKING cn U 240 WF 243 WF 2 DAY5 PRIOR TO START OF CONSTRICTION. 1-800-�122-4455 OR wF 230 WF 239 / 1^II^II^/.CBYD.CC"L W \ \\ _ - hF 233 WF 244 / � n Z \ V lv'F l75 wF l36 - N65'3/'32"W a\ \ \ wF/3 wF 152 WF l76 a. LIJ \ wF 51 WF l39 wF/5/ r.=7 r;-213 O N/F AqF l50 XF 177 WF/62 wF 236 p y V TNOMAS J. JANE O. a CLIP \ \ ( RICE ` �;336 \ \ wF 149 wF 179 h;=;�l wF 234 F� Z VOL. 2206, PG. 279) !!� iLE WF 139 wF/79 F la! wF 216 wF 235 V A r;` 130 XF!V k'F/ wF 146 XF l93 a a\ \ CLIP \ \ \ \ WF 141 wF M7 NF 217 729.21' MAP REFERENCES: Z) \ Wf!94 wF 2/4 j 533'55 23"kV 0 a� wF lac /. SUBDI V1310N PLAN PREPARED FOR 5EVENTN - DA Y N wp,4? XF l95 wF 2/6 r / ADVENT15 T Cl-ILIRCN SOUTH WINDSOR CONK SCALE W wF 2!5 APPROXIMATE 5LOPE LIMITS i \ \ \ \ \ wF 143 w •4 / (SEE MAP REFERENCE&3J \ XF/44 wF 1% wF 12 I"=40' DATE 11-22-74 REVISED 4-22-75 SHEETS I t 2 OF XF/97 2 ME65ON a 1-IYYPPA, \ \ 2. LOCATION OF RIGHT OF NAY T14E CONNECTICUT L 1GNT 0 \ wF211 POKER COMPANY ACROSS T1-IE PROPERTY OF A5NER A. / \ tLI \ XF 257 WF!9a I00 WIDE RON IN a a .�,, ,,, \ wF 253 wF 256 $ MADEL INE B. COL L INS TOWN OF SOUTH NIND50R : m FAVOR OF THE \ LLIP COUNTY OF 1•-IARTFORD : STATE OF CONNECTICUT SCLAE m CONNECTICUT L1614T `\ \ wF 246 WF75_ XF�� WF z10 �/, 223" l°=200' AUGUST 1 C156. m m POWER C017PANY a a\ ' \ / \ wFza7 .3, TONN OF SOUTH WINDSOR RECONSTRUCTION OF PIERCE � (SEE VOL.56 PG. 152j k',=?54 c> (5EE MAP REF. 02) as \ \ \ wFz4e XF2W wF2a� ROAD PLAN-PROFILE SCALE 1"=40' DATE SEPT. 1�I74 \ \ \ wF 24-7 WF 253 wF 20/ 59EETS 8 $ cl OF 26 GRISNOL D e• FUSS, INC. `aa\ E \ ?s0 F?52 4. SANITARY SEWER CONSTRUCTION CENTRAL AREA SOUTH 1309.32 �`\�, \ wF251 NF2c� NIND50R CONNECTICUT PIERCE ROAD STA 18+00 TO STA LEGEND IV66'49'45"W a 3 \ \ PTE° 4�a // 129+00 DATE SEPTEMBER I976 REVISED NOB. 1978 REGPREP WF 202 �� SCALE I"=40' NORIZ; I"=4' VERT, CONTRACT K SHEET 6 M EXISTING DESCRIPTION \ \ wF 203 07 JAMES P. PURCELL A550CIA TES, INC. DOMESTIC WATER \ 5. PROPERTY SURVEY IMPROVEMENT LOCATION MAP z N/F LAWN L DRIVEWAY \ 2p4 PIF707 O WMX WATER MAIN N.P. DODGE, JR., TRUSTEE ENCROACHMENT a CLIP \ �/ \ RESURVEY PREPARED FOR CNR15 FORTIN PIERCE ROAD O WATER SERVICE 135 PIERCE ROAD `� mac' wF�:::;;f �� 50UTN NINDSOR, CONNECTICUT DATE 7129/01 REVISED -- t ® WATER VALVE (VOL. 2063, PG. 256j aa\ \ \ / TO 10126101 SCALE: I IN.=40 FT. DESIGN PROFESSIONALS] _ e ---—__ ^_— WATER METER -- ----------- - ♦ W - -FIRE HYDRANT � �\ J POWER tGIP °• • c0 --. ...—... ___ -_ --_ __._ ..... EOX ELECTRICAL LINES, OVERHEAD CLIP G3 a�E�17313 EfJX—� ELECTRICAL LINES, UNDERGROUND \ APPROXIMATE SLOPE LIMITS a I'Q UTILITY POLE ♦! \ 7153 /\ (SEE MAP REFERENCE tt3) CGIP l3O Q I �----< ��UTIWTY POLE/GUY WIRE PROPERTY _ `Ca`cu PROPERTY LINE ` W N, j ------- EASEMENT LINE Baal Q -- --- —---- .._ IRON PIN - \ O /� p MONUMENT Z O SITE FEATURES .. . t EDGE OF WATER + WIRE FENCE T TREE LINE __ SURVEY NOTES: L SANITARY SEWER A I. TNI5 SURVEY AND MAP NA5 BEEN PREPARED PURSUANT TO TINE sX SANITARY SEWER MAIN REGULATIONS OF CONNECTICUT STATE AGENCIES SECTIONS 20-300b-I SSX SANITARY SEWER SERVICE LINE COP TNRU 20-3006-20 AND THE "STANDARDS FOR SURVEYS AND MAPS IN b THE 5TATE OF CONNECTICUT" AS ADOPTED BY THE CONNECTICUT °O — _ — W 5Q SANITARY SEWER MANHOLE Q ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26, I996. 43 STORM SEWER i /� — STORM DRAIN PIPE Z ii O ------ -- - - / • TYPE OF SURVEY 15 A BOUNDARY SURVEY AND 15 INTENDED TO o m Q STORM DRAIN MANHOLE / DEPICT THE LOCATION OF EXISTING CONDITIONS RELATIVE TO O ® CURB INLET / PROPERTY LINES. -- --- M Q Fo I CATCH BA51N • TNI5 IS A RESURVEY BASED ON MAPS AND DEEDS REFERENCED W O TOPOGRAPHY N 95- — — CONTOUR HEREON. w — _ _ Cc � X95.G—_---- •- - SPOT ELEVATION _ .-- • HORIZONTAL ACCURACY MEETS CLA55 A-2 STANDARDS. u ' > WETLANDS �FJ ® / N `- WETLANDS LINE TO MY KNOWLEDGE AND BELIEF, TNI5 MAP 15 SUBSTANTIALLY CORRECT SHEET ----- - --- -- - AS N D HEREON, N C9- MAIL N V�l 4 LL SIGN 12327 - - _ - --- - - ----- - - -- ._ ... . _ _ ._..- - ------- --- - ----- ---- - - _ - -- - LANRENCE R. GEISSLER, JR., L.S. LIC, W. SHEET 2 OF 4 LL I- u. s LP. Zip I I v N (f) >xoLONLf N O Q m a^0 N c W RO '� 1 >0 c7% N =0 AND < _ aXNN � o�F 000 ° c \ \ \\ PGY/CE/AMBAO 3 Z t \� " I D 3 jA _ s tW 3 « HERITAGE 0 o. 0 ` \ (NE1.OJ , S/ TE PQ \ DRt VE o o D N W J t .NOT,'. ` ' '• N - ( .`,/ w = �- y . GROUND NOT v4nTte \HWL'106 ♦ �wF , 74 It � 's•--., N'• 10s � F�.� GROUND NOT T MOLE � � �••. � � i TOifN H _' I- L c� WF N/F Lu k 194 51.0 �:. ./..•\ l� \ 4 7A6 WF 76 wF '- {YF 7 W 9 BRUCE J. SNOW X Y y w GROUND NOT N4tiE AND / / L/BR g d r 3 flNL� fI2S7 ...,.- / wF l0 ` WF 97 ♦ ,,. TODD /7. COLL/NS (VOL. I M3, PG. 217) COMMUNITY g / f g a _a wf ELLINGTON R` AD ROAD l-Eya\ Ry cQ iVF 102 82 / V l wF 94 wF �1 XF//;' �111 wF!as i / (� .� %� (J NOT �) i j� % >'f ; �� /WF,o< ` ' wF 92 WF!,o771� /\!�r i if •1/ / Y C/ T T C/ s l�A LN/F ` it+ 9 A \ \ 74 t! wF 1� \' 7✓F - `� \ \ ..._` _T -.` �- wF//3 ✓ r < 0 �8 T14E SOUTNERN NEW ENGLAND „et.6 � , GRWNO NOT WftE qp�� `\ \ � �eI! { { �', - �, / u2 44 "''°c CONFERENCE ASSOC/A TION OF SEVF TN , v rn \ J �-' ,8, DAY ADVENT/5T5 a.e•, F1 / - \ , I ✓ I s - r fE110E r WF?4 - Z; 5 y (VOL. 192, __-.._. .� . . y{F ro i � � ~\ � / ��1 $ � d p9 !�!F?5 ~~ 7 ! J 6 \� I w�eJ5/ 7a � r � 4j{{ � �� r l WF'69 1 W 65 I /.._ I , / % / \ ! 1 s7°E a �IF 21 wF 68 I I \ \ { / % ` ` . 1. r/ f ! / -fgsr 1 �\ j `8.; 1 ) COLS `� 1 .f / .•^ ,_,_. / WF 157 �•V / WF�66 , ets ( t t � \�f`t 9 s � / l�i �� � .„, � / \,.._ " '� / f NOTES: W M 76.4 / "1.. WF 67 ! `` - '\ � � ` \ \\�� �,h'/8j //� { ,/ �"�16 wF/i�/��, 1 � wF 1s 1 wF ti I � / / / I. PROPERTY /S /N THE RURAL RES/DENT/AL(RRJ ZONE. Z Z CN wF r9 ' r` J � '"M-/ \ ) \ / / I j°7 72d 2. PARCEL CONTAINS 1,101,489 SQUARE FEET OF 25.257 ACRES. a `D / caRr GROUND�aT '�" •°0'7 __ _._ r `� \ -' ,i / ( wF ` wf 15\� /\ l 3. A PORTION OF THE PROPERTY DOE5 FALL PJITN/N THE L117/TS a J T 0 GROUND NOT VraE , ° LL W jX�/7 w�2a �� `' "b`• •- / �,, I7/e `� wF, ` I w / \ � i' \ OF A FLOOD HAZARD ZONE (ZONE AEJ A5 DEP/CTED ON: F/Rl9 I- 1 Q (� FLED INSURANCE RATE MAP NARTFORD COUNTY, CONNECT/CUT 0 = wfb3 { l wF/60 .n•a / ; I c' c (ALL JUR/5D/CTIONS) PANEL 379 OF 675 lAP NUMBER w U rY I 1 09003C0379F FEDERAL EMERGENCY MANAGEMENT AGENCY o. z Lu ''� e /� I • / i - / '` ` .� t ( / )wF/A ' I l \ f j f _ FEDERAL INSURANCE ADMINISTRATION > % �' f ,' \ + 6tA l / t F�i3l } / - i f ~ \ wf! t.P. a / �yl � /� `` / \ / (avLINE) 4. THE LOCATIONS OF INLAND WETLANDS WERE DELINEATED BY Z 3 O =°04 \ / // I ( / ✓ irzwr ��% An. MN. JONN /ANN/ OF NIGNLAND SOILS /N 5EPTEMEIER OF 2005 AND W U / wt 165 \�` r / INV. 5z14 FIELD LOCATED BY DESIGN PROFE55/0NAL5 INC. m co Z XF�/4 F l3 WF'31 / J /�J t �r wF 12 �`?1?, / t(l r j I / - ,\ , ) t/ ` /y+ 5. A PORTION OF THE LAWN AND DRIVEWAY A T 135 PIERCE ROAD Q °Nor 1 ENCROACNE5 ONTO THE PROPERTY. •'"�• \ i r WF n. 1 ' tJF/ / _� GROUND NOr vtSB` \ / XFJ,?j / ) , f , I J - 6. TOPOGRAPHY DEPICTED HEREON /5 BASED ON AERIAL 6 ✓ �j / / a� GROUND NOT VMME �� ��5 t //ty�l d ,7sa� I j / � � { 1 � ) t��F/�� � •6S° ........... ♦! PHOTOGRAPHY OBTAINED ON 11/IR/20/1 BY GOLDEN AERIAL o 2 `\ fPRasr ,7s.a HF✓p" / - r "yi'�-R -r. \ / // t I I j 4 { { aoF / SURVEYS, INC. '- M m m y 7. UNDERGROUND UTILITY STRUCTURE AND FACILITY LOCATIONS W N W t Y4 t I \. �.' !' '� WF 43 "` ,r( r /i/IF w ..-\ %�A /W`t0� °� wf,33 r' / WF 44 / / / ; I %tND"0T ^ E DEPICTED AND NOTED NEREON NAVE BEEN COMPILED /N PART < _ rM!(rs)=75.0! \. - / } i wF?2 INv. (ie J`64.4a + FROM RECORD MAPPING SUPPLIED BY THE RESPECTIVE UTILITY a V WF 2 / / ,' wF'J1 - - _ �'° YJ. F'53, it j I TOTAL AREA (� \ / F K9 WF I ✓ / `wF 3d`� f 127 / /W� / //,5 855 5 ft. W l \ f F-Ox ,,,.... -", � \ / WF/4l j ,r' •,,,.. WF.�5� ��. / , G�. � \ - -- J � 1 l � ,.-, ����wf?27 � Rss.7 _ - / -ti COMPANIES OR GOVERNMENTAL AGENCIES, FROM PAROL en. ' F 4. %WF 4 Wf 35 L J ,/ ' ( - 25 QC. rI 1 �'� �qT ` \ �` / ''� '' 1 wF,�+o ` wF 225 _ \ \ ��?4�a r ' �F`a�'V" TESTIMONY AND FROM OTHER SOURCES. THESE LOCATIONS \ - E� r6t` l• _ J , WF 40 .T� 1 �% s; J IUS T BE CONSIDERED .CIS APPROXIMIA T E IN NATURE � . F 36 �S / \ \ C.e/ { t 1�6A l / E / /~ J J ) _ GASe. / INV. (/8"J=64/2 z 1 \, j (: `' , Nf,72 F x. ADDITIONALLY OTHER SUCH FEATURES MAY EXIST ON THE 6' rruK(Is�.7s..rs � � t ' 1 � f ' tRss W '` ` SITE, THE EXISTENCE OF WN/CN ARE UNKNOWN TO DESIGN O )' GROUND NOT E , 3 F/�f / Y \ J .r + PROFESSIONALS INC. THE SIZE LGCA TION AND EXI5 TENCE OF F- / J / I , \ 1 ..•• ^l WF 241 c.;F 242 G ALL SUCH FEATURES MUST BE FIELD DETERMINED AND U CGlP , f I!rC Jk•s�� t M �. \ W / / .----, 1 wFt??3 as.7 l \ VERIFIED BY THE APPRL'�IPRIATE A/JTF>R�T2/T/ES PR/OR TO N 1 I . ' j,1F 2I0 WF:743 WF,7 ! wF???\ wF?aa t CGI'VSTRUCT/1.111/j f-- a.r Gto°�a a ptRa.. t�cam+ \ wFA39 8. CGIVTt2ACTG12 SJ�i4LL CONTACT 'CALL E0=0RE YOU DIG' FOR U t f // i i• ^ " f wf 238 thVDERGRG�VD UTILITY I'IARCIA G AT LEAST TWO FULL WORKING z f j t 22r iWF 23r / riF 244 ' / DAYS PRIOR TO START OF CCrsf57RlJLT1C N: 1-"-922-4455 OR ! 1 1 \ ` / 1 t \ I ; / / r� NNW.CBYD.Coll Q O Fp j hF,1 � j +� f B / r'/ �` �.\ ` 1 t R1 \ am / /F j `� f ! Q O U \ ; ` eook _ t I , J ( f J ' wFY36'��`•, i}} ; 1` wF`,76 "1J AS y�I� \ I l 37 \ _ .F. 3 i r' •k k S rt J� _-` / iF?!9 WF 233 r �� - 0 K7 T.F.=656.s N/F k FO� �� f t . . �. /f/ \ t 4 r \ f/ tp2 -- ' y /N✓(6 J=62./4 U O / P� 97.4 INK. 56.59 LIB CLIP 22-347 TNOMAS J. $ JANE O. s -' cLr F pk \, _ t�{ °� `® �J/l 1�� 7� r / ! 1 �Y m ~a wF / ` r / \ wF 236 9-'7 / _..r RICE / j I , / Fp �74A 1 \` s �A wF 134IZI F� 0 (VOL. 2206, PG. 279� ' > o . � . � r.V !w�t,3 \\ r" �. ` `\�. - n/ / � W Z a 7 r / I \ / -WF.180` � r i' \ Wf�4)� WF 218 i WF 235 �:` // ^�` s // a 3 \ \\\`\1,� ' _ � . _ ` �Fo 7S 7 T , ♦ k\ MA 70 `W 217 -- ' . =eRRs / , MAP REFERENCES: 1- !;7 \ �� °r f I W� /9s I WF?K T B• 7 q4 I. 5UBDI V15ION PLAN PREPARED FOR 5EVENTN - DAY N / ,n.6 / / k \ '. r� Tr r\ \ 215 INv (/2 a /<D APPROXIMATE SLOPE LIMIT-5 ADVENT/5 T CHURCH SOUTH W/NDSOR CONN. SCALE W (SEE MAP REFERENCE#3J / =40 DATE I/-22-74 REVISED 4-22-�75 5NEETS / 41 2 OF / ♦ FOk = �O FO \YJF! //� / . \ f Wes`% f WF I? x/ + /1_ / o 2 ME65ON $ NYYPPA. m x _ 70A \-_ ` �p �,•,� . �. r �•B• 2. LOCA TION OF RIGHT OF WA Y THE CONNECTICUT L IGNT WF 211 T.F.-67.84 !00`WIDE ROW /N / ` u � FOk Fo \A M7 'b \ ,n� / ; 1`F / � ` INv. (is•5J=6s.2e POWER CO/IPANY ACROSS THE PROPERTY OF ASNER A. • .� Fp \ k t` t INv. (12 w)=65.40 /IADEL/NE B. COL L INS TOWN OF SOUTH WIND50R FAVOR OF THE -•1. „ �. ...- k moo- -. \ , ,'. `� CLfP r CONNECT/GUT L/GNT - i/ \'F F k \ 7 ii°� WF 210 "3" COUNTY OF NARTFORD : STATE OF CONNECTICUT SCAAE m to / POWER COMPANY I _ Fox \ Fpk""� / \ ` } wF l`,�, r l/r=200' AUGUST 1956. / (5EE VOL.56 PG. 152) ` �\\� Fok _ Fo r " N 1 , r 3. TOWN OF SOUTH WIND50R RECONSTRUCTION OF PIERCE SEE MAP REF. 02 fr • F sae +( ) • 3 ° ° s - 2 � `'�`�' wfa�9 /r` ROAD PLAN-PROFILE SCALE l"=40' DATE SEPT. 1974 2`� = F�J ` wF�i / (24,)=64. / SAN. MH. 5NEETS B $ 9 OF 26 GRISWOL D 4` FUSS INC. J �yo ♦ \ Fo WF250 •7°6 ` T.F.=68.43 I �> E k �, wF2s? / �, INV.- 56.03 4. SANITARY SEWER CONSTRUCTION CENTRAL AREA SOUTH .wA��''a '\Fok CG \• ••; / -^ r •�°^• , O WF 20/ f % INV. (24)=G3.6/ N/NDSOR CONNECTICUT PIERCE ROAD 5TA /3+00 TO STA "- Fo l '` - U�P dP C.a. I29+00 DATE SEPTEI'9BER 1976 REVISED NOB. /976 a. LEGEND t _ -- -� \ RED -, WF:� ' T.F.=68.38 I/ , M F \ 3 INV. 4' .641I = = T K SHEET 6 :,...... . k _ -� (2 wJ SCALE / 40 NOR/Z; l 4 VERT CONTRACT EXISTING DESCRIPTION !{ .6&3 :` ,�` \\ \ F -'�j I J ` aA + INV. (24E)-63.97 7 JAI'IE5 P. PURCELL A550C/A TES INC. } \ WF?O INK (l5NJ=64.47 O DOMESTIC WATER -- - -- --- --- - --- N/F LAWN a DRlV•,EWAY Fok F© I ' _ t ` wF�7 + 5. PROPERTY SURVEY 11`FROVEMENT LOCATION %IAP z WATER MAIN - - ENCROACH i N . rP k \F� �` - - - - N.P. DODGE JR. TRUSTEE "'� R.! '► -- Fob _ ! RESURVEY PREPARED OR CNR 5 FORTON PIERCE ROAD _ - - --- - 135 PIERCE ROAD \ , WF 2a6 A O - ,ti ! 22345 50UTN NINDSOR, CONNECTICUT/DA TE: 7/29/01 REV/SED WATER SERVICE ---- (VOL. 2063, PG. 256) `Fp k \ FD x `� - WATER VALVE \ k \ / �. 10126101 SCALE: / IN.=40 FT. DE516N PROFESSIONALS, --- > 0 WATER METER x' F_pok�` INC. W _ -- - - - - e .66 FIRE HYDRANT i - _ `�\ ., FO k✓\ �� Fpk k cLr 1)7 + - - - - --to POWER EOX ELECTRICAL LINES, OVERHEAD - _ _ -. _.. .. .. -__ - _- \L \\ 70. ``' _ `��`� APPROXIMATE SLOPE LIMITS L(/X ELECTRICAL LINES, UNDERGROUND \\�= `+ x CL (5EE MAP REFERENCE#3J O \ CLrP 1 F UTILITY POLE E3--< UTILITY POLE/GUT WIRE \ S� PROPERTY ~ \ - W � - PROPERTY LINE • � _ ,/ F- ---- EASEMENT LINE \'� Lr \ U � C - - IRON PIN.. tt - - - . O � EI I MONUMENTAQ Z SITE FEATURES SAN. MN, T.F.=69.81 .. . EDGE OF WATER / >Q + INV.- 57.46 \ + WIRE FENCE TREE LINE / h+ ` SURVEY NOTES: m SANITARY SEWER I �' / T14113 .SUPVFY ANI7 MAP 1-!AS BF-F-N PREPARED PURSUANT TO TNF SX SANITARY .SEWER MAIN / REGULATIONS OF CONNECT/CUT STATE AGENCIES 5ECTIOA15 20-300b-1 .. __ _. ---.. -. -. 66UP 55X SANITARY SEWER SERVICE LINE "' T14RU 20-300b-20 AND THE "STANDARDS FOR 5URVEYS AND MAPS /N , o THE STATE OF CONNECTICUT" AS ADOPTED BY T14E CONNECTICUT W 00 SANITARY SEWER MANHOLE A S !A ION OF AND SURVEYOR INC. N SEPTEMBER /9%. - - - . . -I STORM SEWER -�- SAN. M1I. S GC T L S, 26, STORM DRAIN PIPE T.F.- 5Z1 ,. INV.- 57./4/ S J O -- _ � TYPE OF S//l2VFY /S A T_(>P/.Y_',P4Pl.J/(_' Ci//IPVFY AND I_S /NTENDFD TO O Go Q STORM DRAIN MANHOLE / DEPICT THE LOCATION OF EX/5TING CONDITIONS RELATIVE TO = v ---- a CURB INLET PROPERTY LINES. Qp CATCH BASIN • TN15 /5 A RESURVEY BA5ED ON MAPS AND DEEDS REFERENCED Q o - - -- RD TOPOGRAPHY . --- - HEREON. N _ _- -clrr - - CONTOUR X95.6 - --�_-_-_ SPOT ELEVATION / • NOR/ZONTAL ACCURACY MEETS CLA55 T-2 STANDARDS. u > WETLANDS / Ak WETLANDS LINE TO MY KNOWLEDGE AND BELIEF TN/5 MAP 15 SUBSTANTIALLY CORRECT SHEET MISC. _ I AS r11, ,E0 HEREON. MAIL BOX - - - LL SIGN ' 12327 V11111111112 /.. LAWRENCE R. GE155LER, JR., L.S. L/C. NO. V � � SHEET 3 OF 4 LL LL _ Test Pit Log Test Pit log Test Pit Log > WNIT I_ UL E �,o N o CD Z= 0 1 I y POST SILT FENCE Project: Ben Michaelson-Pierce Road Test Pit ID: TP-7 Project: Ben Michaelson-Pierce Road Test Pit ID: TP-8 Project: Ben Michaelson-Pierce Road Test Pit ID: TP-9 >x o,'n,!M 0 Project No.: 2236.M Location: See map Project No.: 2236.M Location: See map Project No.: 2236.M Location: See map <m m N c Iu CLASS II BITUMINOUS CONCRETE -_ z �- I I o >a Property Location. Pierce Road-South Windsor Date: 11/21/2011 Property Location: Pierce Road-South Windsor Date. 11/21/2011 Property Location: Pierce Road-South Windsor Date: 11/21/2011 Q O rJ a H �F_ Inspector: Andrew Krar Approx.Time: 1:15 P.M. Inspector* Andrew Krar Approx,Time: 1:45 P.M. Inspector: Andrew Krar Approx.Time: 2:00 P.M. >a N N m n W 12' VARIES Excavator: John Jacques Weather Sunny Excavator: John Jacques Weather Sunny Excavator: John Jacques Weather Sunny < ? O 0 0 a ~ 95 Equipment: Case backhoe Temperature: 50's Equipment: Case backhoe Temperature: 50's Equipment: Case backhoe Temperature: 50's rn n ao � V = N w� 3 t J11 wil2" - 1-1/2" Deoth eepth Oeoth _ z_I I I- III I 1 Feet Description Feet Description Feet Description =O ; A V_- • 0-0.7 Forest litter/topsoil 0-0.8 Forest litter/topsoil 0-0.5 Forest litter!topsoil /A to z 1� » » =< 1. SET POSTS AND EXCAVATE 6 x6 2. STAPLE SILT FENCE TO POST. 3 0.7-5.0 Medium dense brown fine sand,little silt,trace gravel,damp 0.8-6.2 Medium dense!loose brown fine sand,little silt,trace gravel,damp 0.5-4.5 Medium dense!loose brown fine sand.little silt,trace gravel,damp Z TRENCH UPGRADIENT. o: .... o = U1 cc z I- t-0 rc( 6"-2" STONE PLACED 8" `V OVER FILTER FABRIC O C7 O O O O O O O�O�O ° ' i z 0 0 0 0 0 0 0 0 0 0 0 = H c` WOOD CHIPS FILTER FABRIC 'Standpipe installed 'Standpipe installed 'Standpipe installed G.W.T.+at 5.0 at 0 minutes •G.W.T.at 5.5'at 0 minutes `G.W.T.at 3.4'at 10 minutes G.W.seepage at 3.5'at 0 minutes(rapid inflow) 'G.W.seepage at 3.0'at 0 minutes(rapid inflow) 'G.W.seepage at 3.5'at 0 minutes(rapid inflow) ) 0 > 1 g" ° PROCESSED AGGREGATE BASE •Roots to 2.5' •Roots to 2.0' •Roots to 2.5' L 0 ° "Sidewallls of trench exhibited slow collapse `Sidewalis of trench exhibited rapid collapse 'Sidewalis of trench exhibited stow collapse PER CONNDOT FORM 816; •No evidence or mottling r - STREET o ; L - SECTION 3.04 r€ 3. ATTACH FILTER FABRIC TO POSTS AND 4. BACKFILL TRENCH WITH WOOD esign 1- age ;� s � n EXTEND INTO TRENCH. CHIPS. ADD ADDITIONAL WOOD CHIPS rusf�sltissiona��s �$ is F n € AS SHOWN. 425 Sullivan Avenue-South Windsor,CT 425 Sullivan Avenue-South Windsor,CT 425 Sullivan Avenue-South Windsor,CT l�n N I Q T D I I `(-`,T I n N l �n l T Q AA f\l (-I F C I I T F_F_N I "F_ DRIVEWAY SECTION (R6�)2Q1-R7S5 /Ocn,not 017cc /ecn,nna o-Ma /11) �./ I I \ V V I I V I V t-I V I I \I V V L �I � I I �I V V � \uVVJ G. ,-V,JJ ,ouv www.designprofessionalsinc.com www.designprofessionalsine.com www.designprofessionalsine.com y aPn N.T.S. N.T.S. N.T.S. N •r _ 1'101VID15C. . , SEDIMENTATION AND EROSION CONTROL. - Q 66.9 ��� ��4/� � . 1. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE �F 24 X ♦ ��. `% !r' "GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL" BY THE CONNECTICUT COUNCIL FOR Z Z � ;° r' SOIL AND WATER CONSERVATION. O ¢ d- W _ WATER z � (A -J V 0% LOT 2 z 2. EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ° I = LO 1 ,A'49,538 SQ. FT. 6 � 3 a� j CONSTRUCTION, AND SHALL BE MAINTAINED OR REPLACED AS NECESSARY. w = = W N { OR � �� X vv ., J � / / �% �% 3. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION AND MAINTENANCE OF ALL a � 0 o p �� l ;` W� 241 w 242. / / ,,'' SEDIMENTATION AND EROSION CONTROL MEASURES SHOWN ON THESE PLANS. ANY PROPOSED a ? O 24.09 A S 223 �� f CHANGES TO THIS PLAN MUST BE APPROVED BY THE ENGINEER AND/OR THE TOWN OF SOUTH w 3 Q 00 - / WINDSOR. m c co 4. CONSTRUCTION ENTRANCE SHALL BE INSPECTED REGULARLY. STONE SHALL BE ADDED OR \I J ��� �� ��,ry / \ GAS �� �� / / ��F � >� ��- ��� �� ��/ J �% REPLACED AS REQUIRED, AND CONTRACTOR SHALL BE RESPONSIBLE FOR SWEEPING EXISTING N Y r / �_ ,� .i O / \ ` -•9�A !i-� „ ' r' Y , / .- . / _ / ; .� /`� ` � KUAUJ AZ) UttMt.0 IVtC�EJJAK T. Z } m ~ � z '� ^h. \ 5. AREAS TO BE LEFT BARE FOR MORE THAN 15 DAYS SHALL BE TREATED WITH AIR DRIED N Q ¢ Q Q �, _ / 1� 30 J J ` 1i WOOD CHIP MULCH OR SEEDED WITH PERENNIAL RYE-GRASS, UNTIL FINAL GRADING AND a V / LOT 1 `� .�1 - GI / ,�` ,,� STABILIZATION EFFORTS TAKE PLACE. / 51 ,950 SQ. FT. \ �7R rFNiFPAI NnTFq � 1 .19 ACRES ��1F, 244t/ O 1 \,• 2g �3j�. �� 238 TP-8 �, �, !r. O /' i. PROPERTY IS IN THE RURAL RESIDENTIAL (RR) ZONE. �`f r // / %1�� 231 \ '�6� 'R_ APPROXIMATE O' /� / 2. PARCEL (LOT #1 $ LOT #2 COMBINED) CONTAINS 1,101,46Q SQUARE FEET OR F-- \ CLEARING LIMITS >\ 25,267 ACRE S. LOT #1 IS 51,950 SQUARE FEET OR 1.19 A�R=S. LOT #2 IS W 0 _. / • �. co_ X �--�, ;/ I,04q,538 SQUARE FEET OR 24.Oq ACRES. 0¢ � me - / "'NORTHEAST CORNER) Or LOT #2 DOES FALL iNITNIN THE LIMITS W p \ �-� 3. A PORT" ''vim / %/�� 2�2 \ �� /%' / 0= =_DOD =1AZARD ZONE (ZONE AE) AS DEPICTED ON: "FIRM FLOOD = V Z_ WETLANDS/ iNSURANCE RATE MAP HARTFORD COUNTY CONNECTICUT (ALL w_ 3 WETLANDS '1 �` JURISDICTIONS) PANEL 37q OF 675 MAP NUMBER Og003C037gF FEDERAL a- _ ♦ / .,� =65.34 /` EMERGENCY `iANAGEMENT AGENCY FEDERAL INSURANCE ADMINISTRATION. NO ~ INV.= 56.59 / PORTIONS OF LOT #1 FALL WITHIN THE LIMITS OF A FLOOD HAZARD ZONE PER zS CO o RITIMAIN011ICiti'v.(6"j=6Z.' �/�: SAME MAP. �� 6 f ` \ CONCRETE DRIVEWAY _ 4. THE LOCATIONS OF INLAND WETLANDS WERE DELINEATED BY JOHN IANNI OF m �F 21� � „l L-J ' \ 68.1 � � / 69 . 7 / HIGHLAND SOiL S IN SEPTEMBER OF 2005 AND FIELD LOCATED BY DESIGN IRON PIN TO BE SET \ ?0, 67.4 X �� PROFESSIONALS, INC. W 5t (TYPICAL) \ s TP)9Im (TY ) WELL X '``� }- /; J <V / / 5. A PORTION OF THE LAWN AND DRIVEWAY AT 135 PIERCE ROAD ENCROACHES 6 ONTO THE PROPERTY X �36/ 6 4 /.` . 47�J G. TOPOGRAPHY DEPICTED HEREON IS BASED ON AERIAL PHOTOGRAPHY m OBTAINED ON {1/Iq/2011 BY GOLDEN AERIAL SURVEYS INC. 68.8 2 • / �� 69.0,��'S r=11) Q 7. UNDERGROUND UTILITY, STRUCTURE AND FACILITY LOCATIONS DEPICTED AND r -, X �`V 69 ` / NOTED HEREON HAVE BEEN COMPILED IN PART FROM RECORD MAPPING ' - SUPPLIED BY THE RESPECTIVE UTILITY COMPANIES OR GOVERNMENTAL X �` 6--R- 69.0 AGENCIES FROM PAROL TESTIMONY AND FROM OTHER SOURCES. THESE \ -� 69.0 h� �� ` , w°3 LOCATIONS MUST BE CONSIDERED AS APPROXIMATE IN NATURE. GAR.=69.0 / / ADDITIONALLY, OTHER SUCH FEATURES MAY EXIST ON THE SITE, THE q2r / SILT FENCE PATIO 6 / EXISTENCE OF WHICH ARE UNKNOWN TO DESIGN PROFESSIONALS, INC. THE V) \ WITH WOOD CHIP MULCH 68.5 8 / SIZE, LOCATION AND EXISTENCE OF ALL SUCH FEATURES MUST BE FIELD z \ \ (SEE DETAIL) X 69.0 / DETERMINED AND VERIFIED BY THE APPROPRIATE AUTHORITIES PRIOR TO 0 SINGLE FAMILY 9• �- 1�3 , , HOME / _ CONSTRUCTION. to \ 90 x90 DEVELOPABLE F.F.=71.0 68•6f CONSTRUCTION ENTRANCE 11 11 LU \ AREA / , 6. CONTRACTOR SHALL CONTACT CALL BEFORE YOU DIG FOR UNDERGROUND Llv m UTILITY MARKING AT LEAST TWO FULL WORKING DAYS PRIOR TO START OF E a ?�\ Qp i / CONSTRUCTION: 1-800-q22-4455 OR NNN.CBYD.COM. c Nl 2174 sy\ 68.5 6V_5 6. w o 10 a c � / ?,4 G� , 64.5t ` ,/ MAP REFERENCES 0 , , / 1. SUBDIVISION PLAN PREPARED FOR SEVENTH - DAY ADVENTIST CHURCH Snt ITH%Xl •.... . \ � 5�,, h0 °� WINDSOR, CONN. SCALE 1"=40' DATE 11 -22-74 REVISED 4-22-75 SHEETS 1 & o0 ` �, s6. s 68.5 h' 2 OF 2 MEGSON & HYYPPA. o N p� \ / SLOPE RIGHTS IN FAVOR OF THE TOWN OF SOUTH WINDSOR Z PVF / ?� \_ !y 296 �3j,, S / (SHADED REGION) 2. LOCATION OF RIGHT OF WAY THE CONNECTICUT LIGHT & POWER COMPANY 1 _ [ \ / i / SEE MAP REFERENCE 3 n RI '0 - \ X /. i e/•+n��+n TI Ir r�n�nrn-r�/ �r a r• 1 Irr �p'� - i ACHUJJ 1 HE t'KUHER I T Ur HJr LK A. & MAUELINE B. GULLINJ I UWN OF SUU I H Ina 216 /� /'✓ o \ `v WINDSOR : COUNTY OF HARTFORD : STATE OF CONNECTICUT SCLAE 1 "=200' Q bo \ / ' - AUGUST 1956. Z Q / INV.=56.22f / -CONCRETE WALKWAY Q 1A F IQ� / �..,. /1l� ,. / 3. TOWN OF SOUTH WINDSOR RECONSTRUCTION OF PIERCE ROAD PI AN-PRnFII F . Yr , ,x, F.L.=67.0±-4 rvc;-� vvl lZ -f- �� �� c,.r5. - - - - -. . .- --- . ._. ._ _. .. . . . ._. ._ , . LU FOOTER DRAIN T.F.=67.?4 SCALE 1 =40 DATE SEPT. 1974 SHEETS 8 & 9 OF 26 GRISWOLD & FUSS, INC. Q INV. (7?_ E)=65.49 �- 1�� / 4. SANITARY SEWER CONSTRUCTION CENTRAL AREA SOUTH WINDSOR CONNECTICUT I- ,,, / ,//� PIERCE ROAD STA 18+00 TO STA 129+00 ^DATE SEPTEMBER 1976 REVISED NOB. 0 W 00 -0 rvl, JUM-•JO, Z-VAN UAM T JtYVr-M - I / "�� � i 19)lb SCALE -1"=4U' HURIL; 1"=4' VER i. GUN I HAU I K SHEE I 6 &-/ JAM ES P. .J CL - S=0.12f \ BENCHMARK PURCELL ASSOCIATES, INC. IL / CATCHBASIN TOP OF FRAME LO �7 /, °y ELEV.=67.94 5. PROPERTY SURVEY IMPROVEMENT LOCATION MAP RESURVEY PREPARED FOR co Q GRAPHIC SCALE ' // /� T.C.B CHRIS FORTIN PIERCE ROAD SOUTH WINDSOR, CONNECTICUT DATE: 7/29/01 r NF / / T.F=E 7.8� o to zo ao r 7 eo � REVISED TO 10/26/01 SCALE: 1 IN.=40 FT. DESIGN PROFESSIONALS, INC. SHEET � A ��--1 / INV. (15"Sj=65.25 IN (12"W)=65.40 �-� OVERHEAD ELECTRIC & COMMUNICATION SERVICES °+ ( IN FEET ) COORDINATE WITH APPLICABLE UTILITY COMPANIES �' PL-1 l� / ♦ 1 inch = 20 ft. SHEET 4 OF 4 NEW w N 'T I- LL E \ Q ROAD 5 'O K I 1 0 \ Izpo \ VISTA NEW N LLI `0 O I� = O \ z DRIVE 005 CROSSING w >X o Lto H \ ! > cw NEVERS s z0 I 00 N IN i- f, c o >n� W c•' _- y OC I- \ w x �° Lj> ROAD a JaOoo ° WF PRONG o� g \z p � 0 Ia. \_ ° P L z l,° cyc w v 3 -q Za \\ ( col DNS I o i a Q ROAD \ 7 <9y� SAND a_m ON a to IR SEr 6 H rn°z \ Z4 POLICEIAMBUL CE OC a \\ > FA C/ TY 1 jqpU) W J 5/ TE p Lu 0 0 yn�a Aa J, <v ■0 c� HERITAGE DD�e ' © y / CONC. q� �� LL a DRIVE o RRY �Q N a a ° (p,�� y��� �� I-y ♦♦ // �����"" m g .f(Pvt) o N w 7 =� U t� J > LOT 2 o PR/EST J N N/ ��• / PROPERTY 74 P PERBUSH /� \ WAY (Pvt) TOlf1V HALL• 3Q b g ♦♦ BEN [11EL ,50N / 1� W �.� j 194 j LIBRARY CEflE1Elry d '� \ ♦ / COMMUNITY g _ $ ��jry 00 ♦ } ELLINGTON R AD 30 ROADcq x a E w f�� Cod its V F�� /. `V y - rj f/ KEY I�IA P W M 601 / SCA L E: I"_/000' 0 Q (n -I O 0 Ed / SOT l ���� . , o = � " \ 8 Q ��f NOTES: a U Lu / ♦ 00 I. PROPERTY 15 IN THE RURAL RESIDENTIAL(RRJ ZONE. a W 0 ¢ 5/1 q5O SO. FT, ♦ ��0 �� 2. PARCEL CONTAINS 5/,950 SQUARE FEET OR 1.l I ACRES. a z o 3. NO PORTIONS OF LOT #J FALL WITHIN THE LIMITS OF A FLOOD Z �i OQ (� U �} HAZARD ZONE (ZONE AEA AS DEPICTED ON: "FIRM FLOOD m �` _ Q �� INSURANCE RATE MAP HARTFORD COUNTY, CONNECT/CUT (ALL co Q ♦♦ 6 CJ( / l JURISDICTIONS,) PANEL 379 OF 675 MAP NU/7BER 09003CO379F l �� A CPPS X 66.3 •6�' _ / FEDERAL EMERGENCY MANAGEMENT AGENCY FEDERAL i -68- - // V. = 56 . 5 INSURANCE ADMINISTRATION. / / GJELL // ✓ / 4. UNDERGROUND UTILITY, STRUCTURE AND FACILITY LOCATIONS o r / / // _ // J DEPICTED AND NO HEREON NAVE BEEN COMP/LED, /N PART, z m m o / / ♦ I N V. l - 1U�. / FROM RECORD MAPPING SUPPLIED BY THE RESPECTIVE UTILITY W M w N S2 3 v lR SET / / \ X 68. / COMPANIES OR GOVERNMENTAL AGENCIES FROM PAROL N a w TEST/MONY AND FROM OTHER SOURCES. THESE LOCATIONS a N o o fn o (n c J MUST BE CONSIDERED AS APPROXIMATE IN NATURE. ♦ / // \ ♦ ADDITIONALLY, OTHER SUCH FEATURES MAY EXIST ON THE ♦ / / / / > ♦ /� liOX SITE, THE EXISTENCE OF NH/CH ARE UNKNOWN TO DES/GN *P PROFESSIONALS INC. THE S/ZE LOCATION AND EXISTENCE OF OX 22347 ALL SUCH FEATURES MUST BE FIELD DETERMINED AND ♦ \ / / / / 69.6 I '. le SE7 VERIFIED B i THE APPROPR/ATE AUTNOR/TIES PRIOR TO O ♦ / / / / CONSTRUCTION .4 5. CONTRACTOR SHALL CONTACT "CALL BEFORE YOU DIG" FOR H ' '' '.. . / 0} UNDERGROUND UTILITY MARKING AT LEAST TWO FULL WORKING DAYS PRIOR TO START OF CONSTRUCTION. 1-800-922-4455 OR W Z a`� �9y a oo V LEGEND . .. . ♦ / i �. .. .. . W ♦ I o• ry /1-1 EXISTINGDESCRIPTION MAP REFERENCES: V O I \\V ,� ) /• •.:•:.:... .. !y°} DOMESTIC WATER _ � W 0 /65.9 I I J % . . / X I. AD SUBDIVISION NURCH SOUT PLAN REDINDSOR FOR E CEONN. SCALE l -40 s ( ' S 6 . wM WATER MAIN "- i C _ - + WSX WATER SERVICE DA TE 11-22-74 REVISED 4-22-75 SNEETS I $ 2 OF 2 ♦♦ \ \ I I �� ` �/ f\'( 6/ WATER VALVE ^� / ® l�EGSON HYYPPA. H \ \ V ry A FIRE HYDRANT 2. LOCA TION OF RIGNT OF WA Y T1-?E CONNECTICUT L IGNT 3 /•• ••.• • POWER POWER C017PANY ACROSS THE PROPERTY OF ASNER A. Q ♦ EOX ELECTRICAL LINES, OVERHEAD flADELINE B. COLLINS TONN OF SOUTH WINDSOR N COUNTY OF HARTFORD : STATE OF CONNECTICUT SCALELOT ♦ � X 6�.3 \X \ Q � /'-'.'.'-'.' � EU ELECTRICAL LINES, UNDERGROUND W 96B \ UTILITY POLE 1"=200' AUGUST 1956. �4. 8, Q . .- / 3. TONN OF SOUTH NINDSOR RECONSTRUCTION OF PIERCE °-A J� ///� \ UTILITY POLE/GUY WIRE m \Y/ //- ~ �'� \ \ \� �� h 0� �� 09+ PROPERTY ROAD PLAN-PROFILE SCALE l"=40' DATE SEPT. 1974 ` \ \ \ /.'. PROPERTY LINE SNEETS 8 $ 9 OF 26 GRISNOLD * FUSS, INC. > \ ... .�/a�� / 4. SANITARY SEVER CONSTRUCTION CENTRAL AREA SOUTH LPN I'110 EL ,501V \ �� ------- EASEMENT LINE NINDSOR CONNECT/CUT PIERCE ROAD STA 18t00 TO STA d \ S .. • PROPOSED IRON PIN 129f00 DATE SEPTEI BER 1976 REVISED NOB. 1978 SCALE ♦♦ \ \ / O EXISTING IRON PIN l"=40' NORIZ; l" '=4 VERT. CONTRACT K SHEET 67 JAI-DES °A. ED EXISTING MONUMENT P. PURCELL ASSOCIATES, INC. I \\ 6. 6 X 6 w SITE FEATURES 5. PROPERTY SURVEY 11/PROVE/7ENT LOCATION /7AP a C. �. •• • EDGE OF WATER RESURVEY PREPARED FOR CHR15 FORTIN PIERCE ROAD j Q ♦♦ 6 / �} + WIRE FENCE SOUTH NIND30RI CONNECTICUT DATE. 7129/01 REVISED TO s T. P. _6 7. 4 TREE LINE 10126101 SCALE: I IN.=40 FT. DESIGN PROFESSIONALS, INC. N 47. 6 \ SANITARY SEWER 6. BOUNDARY SURVEY PREPARED FOR BEN I7/CHAEL50NI (n \ I N V. Il _�o . �� SX SANITARY SEWER MAIN PIERCE ROAD, SOUTI-1 NINDSOR, CONNECT/CUT, SCALE: z j ♦♦ \\ \\ // / SSX SANITARY SEWER SERVICE LINE l -80, DATE: 11-28-1/, SHEET 2 OF 4. PREPARED BY O °} QS SANITARY SEWER MANHOLE DESIGN PROFESSIONALS INC. X STORM SEWER > PPPDXII„l>� T� SL OPT L ll�'71 T 5 / \��� - - STORM DRAIN PIPE w ♦ ��r � QD STORM DRAIN MANHOLE (-5,EE I-IA P REFERENCE 93.) / ® CURB INLET ❑❑ CATCH BASIN m ♦ lR SET. / TOPOGRAPHY 92 / } �. �. X95.6 SPO�ELEVATION NTOUR I � / INV. =56.22T �v° T. P. =6 7 34 WETLANDS I �,+ / ll V. 'S - !CJ , 2g MISC WETLANDS LINEQr15I _ SURVEY NOTES: w/ ~ E=3- MAIL BOX I. TH SURVEY AND SURVE AND /7AP HAS BEEN PREPARED PURSUANT TO THE / IN V. (12 "N _6 5. 40 SIGN REGULATIONS OF CONNECT/CUT STATE AGENCIES SECTIONS 20-300b-/ THRU 20-300b-20 AND THE STANDARDS FOR SURVEYS AND MAPS IN Z / 22346 THE STATE OF CONNECTICUT" AS ADOPTED BY THE CONNECT/CUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 261 I996. b 0 . . TrRE OF URVEr 15 AN VEMENT A", ! zS / • RECORD SAND /5 INTENDED OTO DEP/CTO THE'LOCATION OF IMPROVEMENTS RELATIVE TO PROPERTY LINE5. Z Z O / THIS 15 A DEPENDENT RESURVEY BASED ON MAPS REFERENCED W V 0+ HEREON. Q b � . .• S / � WI- OCN HORIZONTAL ACCURACY MEET5 CLA55 A-2 STANDARDS AND ui P ' VERTICAL ACCURACY MEETS CLA55 T-2 STANDARDS. 5AN. o l' N. / O V TF. -65.43 INV. =56.03 / > / TO MY K ONL EDGE AND BEL/EF, TU15 MAP 15 SUBSTANTIALLY CORRECT 0. J o AS NO E HEREON. o / w°} N < ; 12327 `" LANRENCE R. 6E/55LER, JR., L.S. LIC. NO. SHEET • VS-1 VIEW f ID WNVI- LL B \\ i Q ROAD I D N o N N Z" O I I cc \ Z 03 VISTA MEW GOyNS CROSSING Q O 10 O In � N >- \ ` > 1 J(PvL) NEl/ERS z ' F o >e� W K�' OL �OUNN \ S J\ \ III (n 9 � Z z O`'. j ROAD Q Ja000 o co) TROi1IG' �� N 3 1z I N p 00 -* c _ P In z oNc cc 7, c N 3 za \\ Q \ Q ( COL(INS` I fn a Uo ; Ro O SAND lDSFT n!zA\\ Z POVCE/AMBU CE � � > FA C/ TY 1 c W51 TE �\ oa O W \ HERITAGE qj I ' sy = 0 iz'' J LL a CONC. /. OPO 0kapt) y aaDRIVE 11 �) � FOpc � � N �i0- cis 9� LOT 2 QZ' tun)J . . PROPERTY 74 NIF P�PERBUSH � /� \ ♦ / WAY (Pvt) % 1 / TOif1VH*:194 I`IlCk�A EL ,50N BEN m LIBRARY CEyE7�RYG ' b F o � / \�� \ ♦♦ �� COMMUNITY s � - moo ELLINGTON R AD 30 ROAD g LLJ 60� / (nuts FBho ♦ 686'♦� fig KEr l"IA P W M to —I O LL LOT 80 ��� NOTES: U 0-'/� ♦ � '0 0 I. PROPERTY 15 IN THE RURAL RESIDENTIAL(RR,) ZONE. wZ W O ¢ q50 ��. FT ♦ ti 2. PARCEL CONTAINS 511 950 SQUARE FEET OR 1.193 ACRES. 11 rY S>� 3. NO PORTIONS OF LOT #/ FALL W1 TH/N THE L/17I TS OF A FLOOD ° Z O HAZARD ZONE (-ZONE AEA AS DEPICTED ON: "FIRM FLOOD W 0 ♦ / /� _ 8 �� INSURANCE RATE I7AP NARTFORD COUNTY, CONNECTICUT (ALL m 00 Q x 6 6♦ ( JURISDICTION5� PANEL 379 OF 675 MAP NUMBER 09003CO379F �� /-1 C� S X 66.3 6� _ FEDERAL E/7ERGENCY l7ANAGEMENT AGENCY FEDERAL � `—68— — / V = �� � INSURANCE ADM/NlS TRA T/ON. / / WELL // \ / / 4. UNDERGROUND UTILITY, STRUCTURE AND FACILITY LOCATIONS o / / I / / /l / DEPICTED AND NOTED HEREON NAVE BEEN COMPILED, IN PART, z m m o / I N V , �f0 _ �0�, I FR01-1 RECORD 17APP1NG SUPPLIED BY THE RESPECTIVE UTILITY ° Z Z / ♦ w M w I/2 SET / / \ X / COMPANIES OR GOVERNMENTAL AGENCIES FROM PAROL N a w 68. / TEST/MONY AND FROM OTHER SOURCES. THESE LOCATIONS MUST BE CONSIDERED AS APPROXIMATE IN NATURE. ♦ / // \ ♦ f ADDITIONALLY, OTHER 5UCY FEATURES MAY EX15 T ON T14E ♦ / / / / , ♦ l••' /� eOx SITE, THE EXISTENCE OF W1-11C1-1 ARE UNKNOWN TO DESIGN PROFESSIONALS INC. THE SIZE LOCATION AND EXISTENCE OF Z2.347 ALL 5UCN FEATURES MUST BE FIELD DETERMINED AND VERIFIED BY THE APPROPRIATE AUT14ORITIES PRIOR TO O P- ♦♦ SET CONSTRUCTION. U 4 �} 5. CONTRACTOR SHALL CONTACT CALL BEFORE YOU DIG FOR u EOx /., . / <v UNDERGROUND UTILITY MARKING AT LEAST TWO FULL WORKING DAYS PRIOR TO START OF CONSTRUCTION: 1-800-922-4455 OR W WWW.cB rD.Corr 1 1zz ♦ \ // �/ // X 6q I 69 / F�v / 0 O ♦ f _ �� '� ryq. ........'.' LEGEND MAP REFERENCES: W O ♦ \� / / I \V h W + EXISTING DESCRIPTION N `vim ,• •.'•••• !y0 DOMESTIC WATER LLI 0 56. 5 / x 1 ADVfEENTISOT CNURC14 SOUTH kV/110SORN FL A N FREFA RED FOR E CONN. SCALE l -40 ....... .' WM WATER MAIN "_ i � � Z ♦ \ I ,� 40 6� + WSx WATER SERVICE DA TE 11-22-74 REVISED 4-22-75 SHEETS I * 2 OF 2 ♦ \ \ I I (/) X/ ® WATER VALVE 1'9E6501V * NYYPPA. _ FIRE HYDRANT 2. LOCA TION OF RIGHT OF NA Y THE CONNECTICUT L IGNT POWER POKER 6017PANY ACROSS TIVE PROPERTY OF ASNER A. O ♦♦ Box ELECTRICAL LINES, OVERHEAD I'lADELINE B. COLLINS TOWN OF SOUTH NINDSOR : LOT �96 \ X 6�.3 \ C /:::::::.'.' O+ Eux ELECTRICAL LINES, UNDERGROUND ��2UNTr 00' AOUG SART�50RD STATE OF CONNECTICUT SCALE W 6. s6O •86 \ w �o� UTILITY POLE UTILITY POLE/GUY WIRE ,3• TOWN OF SOUTH KINDSOR RECONSTRUCTION OF PIERCE F3> \\ �6" ROAD "_ ' m D PLAN-PROFILE SCALE l 40 DATE SEPT. I974 NIF ♦ �V) 0 �j !� PROPERTY _ SHEETS 8 $ 9 OF 26 GR15NOLD 4'\ FUSS INC.PROPERTY LINE � \� \� : :: : / EASEMENT LINE 4. SANITARY SEWER CONSTRUCTION CENTRAL AREA SOUTH \ ------- W1NDS0R CONNECTICUT PIERCE ROAD STA 18+00 TO STA m BEN 1`1104A EL ,501V s PROPOSED IRON PIN +00 DATE SEPTEI7BER 1976 REVISED NOB. IcI78 SCALE Q EXISTING IRON PIN 1"=40' klORIZ; "- 'J ♦♦ \ � \ l -4 VERT. CONTRACT K SHEET 6 $7 JArIES }. El EXISTING MONUMENT P. PURCELL ASSOCIATES, INC. \\ 6. 6 �.'.i x 67' w SITE FEATURES 5. PROPERTY SURVEY 111FROVEI'7ENT LOCATION 111AP / .• • EDGE OF WATER RESURVEY PREPARED FOR Cl-IRIS FORTIN PIERCE ROAD Qm ♦♦ 6 \ , �+ + WIRE FENCE SOUTH WIND50RI CONNECTICUT DATE. 7/29/01 REVISED TO , _ / �, TREE LINE 10126101 SCALE. 1 IIV.=40 FT. DESIGN PROFESSIONALS, INC. T 47. 6 \ SANITARY SEWER 6. BOUNDARY SURVEY PREPARED FOR BEN /7/CNAELSON, V) \ IN V. �/ //� _ 4 ? s SANITARY SEWER MAIN PIERCE ROAD, SOUTH NINDSOR, CONNECTICUT, SCALE: z ♦ \ \ ss SANITARY SEWER SERVICE LINE l"=80; DATE. I1-28-1/1 SHEET 2 OF 4. PREPARED BY �y DESIGN PROFESSIONALS INC. j ♦ (/� / } QS SANITARY SEWER MANHOLE (n 49 7 STORM SEWER PPI�OXII�'l� 7-E SLOPE L ll„ll TS ♦ X / �'�c,o w — STORM DRAIN PIPE M/� ♦ � STORM DRAIN MANHOLE d r-5,EE l /A P REFEFENCE -93, / ® CURB INLET /CT" Q CATCH BASIN ♦ I/�D 5, . R TOPOGRAPHY ♦ / C, /J, — -95- —— CONTOUR N IN /I/ _5/.22 �O} X .6 SPOT ELEVATION / /YV• f0 T. F . 7 B4 WETLANDS // WETLANDS LINE SURVEY NOTES: w I N V. (/,5 S,_6 5. 28 MISC. I N (12l'�i�/ — MAIL BOX I. T1415 SURVEY AND MAP 1-1A5 BEEN PREPARED PURSUANT TO TFIE V n SIGN REGULATIONS OF CONNECTICUT STATE AGENCIES SECTIONS 20-300b-I THRU 20-300b-20 AND THE "STANDARDS FOR SURVEYS AND MAPS 1N Z THE STATE OF CONNECTICUT" A5 ADOPTED BY THE CONNECTICUT 22346 A550CIAT/ON OF LAND SURVEYORS, INC. ON 5EPTEMBER 261 1996. J / TYPE OF SURVEY 15 AN IMPROVEMENT LOCAT/ON SURVEY - . .. , RECORD - AND 15 INTENDED TO DEPICT THE LOCATION OF J / IMPROVEMENTS RELATIVE TO PROPERTY LINE5. Z Z ♦O♦♦ • •.. • THIS 15 A DEPENDENT RESURVEY BASED ON MAPS REFERENCED W V 00 / �O{ HEREON. OL W N / HORIZONTAL ACCURACY MEETS CLA55 A-2 STANDARDS AND W r cc VERTICAL ACCURACY MEETS CLA55 T-2 STANDARDS, > Q � .:::::::j TF. =68.43 W INV. =56.0.3 TO MY KNOWLEDGE AND BELIEF, THIS MAP 15 SUBS TANT/ALLY CORRECT •J > O AS NO HEREON 0 40} Q N N < . / 12327 LAWRENCE R. GEISSLER, JR., L.5. LIC. NO. \ / SHEET VS-1 201400050 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER CERTIFICATE OF OCCUPANCY DATE: 02/20/2014 GIS 1D:71400185 FEE: 10.00 MUNIS APPLICATION# 201300300 �7 � ° BUILDING DESCRIPTION: APPLICANT —; ,. ;' n ;"`" �= LOCATION NAME: PREMIER PARTNE &ASSOCIATES ;. ' ADDRESS: 8 PIERCE ROAD ADDRESS: 110 COURT STREE '� OWNER:.' OLLINS CATHERINE S SUITE 1 °" ,:,,h . ^n COtLINS LANE ,J. CROMWELL,CT 0 4L ;/. 4,_`� , % SOE3T YWINDSOR,CT 06074 DESCRIPTION OF WORK: CO STI TI N OF NEW HOME.-1',400 SQ"� . . blew SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH.THE'APPLICATIO "nND PLANS?APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: . = BUILDING OFFICIAL 2/20/2014 2:20 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 13000128 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 04/08/2013 GIS ID: 71400185 FEE: 2245.00 MUNIS APPLICATION# 201300300 - BUILDING DESCRIPTION: APPLICANT; � v LOCATION NAME: PREMIER PARTNERS&ASSOCIATES' -`;ADDRESS. 185 PIERCE ROAD ADDRESS: 110 COURT STREET 4"' > t OWNER: !S-COLLINS CATHERINE S SUITE 1 8 COLLINS LANE CROMWELL,CT 06416 SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: CONSTRUCTION OF NEW HOME. 1,400 SQ.FT.' SPECIAL CONDITIONS: ? '!: " . ALL WORK TO BE DONE IN ACCORDANCE-WITH..TH9 APPLICATION AND`-PLANS-APPROVED BY THE BUILDING DEPARTMENT. "-a CONSTRUCTION TYPE: OCCUPANCY GROUP: _ BUILDING OFFICIAL 4/8/2013 8:51 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1300319 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER HVAC PERMIT DATE: 08/01/2013 � � r9,f°:• GIS ID: 71400185 FEE: 120.00 MUNIS APPLICATION# 201300300 '''� .� .�"" "'""` «BUILDING DESCRIPTION: APPLICANTf `� '°'_ " LOCATION ' N i•ir.;�yr. NAME: CHRIS MECHANICAL;LLC ADDRESS: 185 PIERCE ROAD ADDRESS: 424 WEST PINES DRIVES I ,J." ` OWNER:,:. COLLINS CATHERINE S SOUTHINGTON,CT 06483 t 8 WLLINS LANE �'"',r SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: CONSTRUCTIOV OF NEW HOME. 1,400 SQ.FT SPECIAL CONDITIONS: , y ! I v ALL WORK TO BE DONE IN ACCORDANCS-WITEi TFi�.APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: ` ^�.. - -� " :��" BUILDING OFFICIAL 8/1/2013 3:51 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1300331 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 07/31/2013 GIS ID: 71400185 FEE: 165.00 MUNIS APPLICATION# 201300300 "' BUILDING DESCRIPTION: APPLICANT4 i—1; LOCATION NAME: CURRENT SOLUTION;LLC. ADDRESS: 185 PIERCE ROAD ADDRESS: 24 PERRON ROAD ^ .� ,-• OWNER: COLLINS CATHERINE S PLAINVILLE,CT 06062."s" ; 8 COLLINS LANE SOUTH WINDSOR,CT 06074 .xX4 DESCRIPTION OF WORK: CONSTRUCTION OF NEW HOME. 1,400 SQ. FTC WIRING FOR NEW HOUSE:' ;"' SPECIAL CONDITIONS: _-- ALL WORK TO BE DONE IN ACCORDANCE„WITH TIIC APPLICATION AND PLANS"APPROVED BY THE BUILDING DEPARTMENT. 'R .n CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 7/31/2013 11:54 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1300181 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER PLUMBING PERMIT DATE: 05/16/2013 " ' GIS ID:71400185 "� �"', "`" tis ~=" z�"" . FEE: 105.00 MUMS APPLICATION# 201300300 s*�.v �° ` "" m, '. BUILDING DESCRIPTION: 0 LOCATION APPLICANTS -. NAME: JETMORE CONSTRUCTION ADDRESS: NI85 PIERCE ROAD ADDRESS: 32 GULF ROAD OWNER:yp, COLLINS CATHERINE S STAFFORD SPRINGS,CT 06076 ".. ,"� ,k 8 COLLINS LANE SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: CO STAR CTION OF NEW HOME. 1,400 SQ,FT NE TWO BATHS AND ELECTRIC WATER HEATER,; SPECIAL CONDITIONS: h I"♦. �" �,� t't: , ` ALL WORK TO BE DONE IN ACCORDANC]..WITFI THB,APPLICATION,AND,PLANS�'APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: = b 1 OCCUPANCY GROUP: BUILDING OFFICIAL�"�,.,., " � •��� .,*.y�`r v,. 5/16/2013 2:29 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1400346 SO-R, C:-I- PERMIT NUMBER PLUMBING PERMIT DATE: 08/01/2014 GIS ID: 71400185 FEE: 75.00 MUNIS APPLICATION# 201401055 BUILDING DESCRIPTION: APPLICANT" °' .. LOCATION NAME: PLUMBER STEVE LLC. r - ADDRESS: '185 PIERCE ROAD ADDRESS: 13 INGRAHAM PLACE-,-, / OWNER: MICHAELSON BENJAMIN P&GRETCHEN T BRISTOL,CT 06010 : -J y' `� 89 WINDRUSH LANE ANDOVER,CT 06232 i 4t DESCRIPTION OF WORK: RIP,OUT NEW,HOT AND COLD WATER LINES. REPLACE WITH VIEGA MANABLOC SYSTEM.FIX AND REPAIR ILLEGAL DRAINAGE AND VENTING CONNECTS. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 8/5/2014 9:26 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE