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HomeMy WebLinkAbout20 RIVERVIEW DR Eaectric# ?(oy / APPLICATION FOR BUILDING PERMIT Plumbing# / HVAfe; # / " /0 20 Riverview Drive Date: a3 Sprinkler# pFIN 29934 - -- Estimated Cost $ 9/* aft Z c10 Build' i"`'^ Permit Fee $ En ee Affidavi =, PRINT D BOXED AREAS Occupancy Fee $ ONLY Eng. Insp. Fee a Appr. for COS � VERSE SIDE- - - - — - - - Total Fee s / 3 7s. TO THE I J11 ING DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant Location of Work,;&)edira,eu.Dr P,)d_,,e,C�,Pe Lot N0.�_ Applicant's Address /7yy Tel.# Town SD.u)j:u1< ( - Zip 0(,07,/ Lic.# _2 7,F'' Owner ;,r,P _ Architect 0r,jnjs 77 ve✓ Owner's Address Architect's Address 3e J 1» k'd Zip i o lloo J 14�- Zip.,O�,_.OsV Sq. Ft. New Area: 1 st FI. /g/y 2nd FI. 3rd FI. Total New Area /:(./y Purpose of this permit .1Z T��/,,) / f�E l cry,cJ�rz City Water Wello Septic Systemo Sewer" Ins: HO SP Cert. Area Basement Garage Approved by CNA Date - Use Group JCV Construction Type — Rr SW&W I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the proper distance from all street lines,side yard lines,and required distances from all other zones and is located in is building and its use is allowed. Signed I hereby apply for a Certificate of Occu a cy for the work described this application for the permit. Signed DO NOT WRITE BELOW THIS LIN INSPECTION COMMENTS . Location of Job: AFFIDAVIT Additional Fee$ c2 6 J ,Qa State of Connecticut) ss.South Windsor County of Hartford Owner I of Agent for the building erected Contractor under Permit No. issued by the Building Department of the Town of South Windsor being duly sworn,make oath and say that the actual cost of the completed work authorize ender said permit did not exceed the most current accepted BOCA value of$ Signed s -,1*',' Z Lzb,4 Subscribed and sworn to before me this day of A.D.20_ Estimated Cost S Difference: $ Notary Public Inspection / Approval Date By Appl Code Description Due Whom Code Comment ------------------------------------------------------------------------------- **-29934-B 91,000 B01 FOOTING 10/08/03 JFF A NOTIFIED CONTRACTOR B02 FOUNDATION 10/15/03 JFF A WITH SCOTT B02 FOUNDATION 10/21/03 JFF A INTERIOR FOOTING DRAINS P03 ROUGH 02/18/04 JFF A NOTIFIED SCOTT B03 FRAMING (ROUGH) 03/03/04 PJP D FCN LEFT, RE TRUSS T10A TIES E03 ROUGH 03/02/04 PJP D NOT READY E03 ROUGH 03/03/04 PJP D NAILPLATE NEEDSD, FCN LEFT B03 FRAMING (ROUGH) 03/05/04 JFF A WITH SCOTT E03 ROUGH 03/05/04 JFF A WITH SCOTT B04 INSULATION 03/08/04 CJD A E01 SERVICE 03/17/04 PJP A W/ CONTRACTOR P03 ROUGH 03/25/04 CJD A B03 FRAMING (ROUGH) 04/05/04 CJD A PORCH /BASMT E03 ROUGH 04/05/04 CJD A PORCH/BSMT B04 INSULATION 04/07/04 CJD D FIRESTOP BSMT WALLS PO4 GAS TEST 04/08/04 CJD A **-12107-H 8,525 **-11467-P 5,600 **-18691-E 1,900 Total Est Value 107,025 Dwelling 1,810 90,952 50 Basement 1,810 27,150 00 Garage 484 7,260 00 Smoke Det 7 525 00 BOCA Value 125,941 80 Difference 18,916 80 1 3 I t0wN scq Tio o-P s,c� ?1)&U&Ot 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 tioSOR.Coe� AREA CODE 860 /644-2511 FIELD CORRECTION NOTICE Li Permit Number Address of Property Date During this inspection the following items were noted: 1 TWA 4,rv:Z �rr,��K s 0a UVQUU o-J If J CI—Ad '- 16 of arc AL jeb--b as cL•d I�t i c,141kr +mom x <<F' T c BUILDING OFFICIAL DESIGN PROFESSIONALS, INC. civil engineers •planners • surveyors . gis July 15,2003 Town of South Windsor 1540 Sullivan Ave. South Windsor,Ct 06074 JUL 1 2oQ� Attn:Mr.John Collins 5 Building Official South Windsor Re:Podunk Ridge aO job a BUILDING DEPARTMENT Dear Mr. Collins We have reviewed the CABO code requirements regarding Foundation Waterproofing and Damp-proofing (Section 406). We have also inspected the soils on site in three of the foundation holes excavated in addition to the original test pits excavated on site. Based on the requirements of section 406,waterproofing is required in areas with a high water table, or other severe soil-water conditions. In inspecting the soils on site,we have not found conditions that would indicate a high water table. There are areas with a perched water table,which appears to be limited in extent. The soils on site are generally very sandy soil,and we have not found any other limitations regarding the soils or groundwater to warrant waterproofing. In summary,based on our review of the regulations and the soils on site,we believe that damp-proofing of the foundations is adequate,and waterproofing is not warranted. Please review the enclosed,and call with any questions or comments,or if you need additional information. Sincerely, Galen Semprebon, P.E. DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT PERMIT# Applica ' s by. TOWN OF SOUTH WINDSOR f / BUILDING DEPARTMENT APPROVED 1540 SULLIVAN AVENUE 644-2511 ext. 230 Bldg.Permit oC q 13 Date ding nspector Application must be printed or typed FEE SCHEDULE Location of Job: F ✓fd� D/4vE $0-$1,000=$15.00 Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof gnation Apt.No. APPLICANT �� S 1 P4) APPLICANT ADDRESS ��511� c7U✓�^r L.i l r��✓w �� Q, APPLICANT PHONE# I? ZI f t O W N S F4 OWNER ?--SK- �Z vd- OWNER ADDRESS OWNER PHONE O - C ESTIMATED COST$ xIS THIS A CONTRACT COST? --V'e's _No L� o �C1 FEE ENCLOSED$ 3O 1��5 O�� TYPE OF JOB: R C New Installation —Alteration/Addition/Repair Revised 4/01//2002 APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A 31iSIDENTIAL BUILDING PERMIT APPLICATION? O—YES ❑NO ❑BUSINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY O MERCANTILE FUTURE USE AND OCCUPANCY ❑EDUCATIONAL ❑INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE U STORAGE U GARAGE ADDRESS ❑MDMD USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD �Ow4,4-x SIZE OF SERVICE 00 J /�h��Cc SIZE OF MAIN CONDUCTORS Y NUMBER OF METERS ( NUMBER OF DISCONNECTS AND RATINGS NUMBER OF PANELS ( REMOTE DISCONNECT REQUIRED? ❑YES ❑NO NUMBER OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIMON OF WORK LJ 1 iLre- Cc�L►t,�L�TLL V,.� T 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. /kr 2910 CONTRACTORS LICENSE NO. TYPE STA SIGNATURE OF APPLICANT DATE rS' 2103 DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT APP D 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 -2 7 y,3 Date Building Inspector Application must be printed or typed FEE SCHEDULE Lo ation of Job: $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT 5- -ever (11 APPLICANT ADDRESS APPLICANT PHONE# �toVr6&? (O(o-/ 0 W N S F,q OWNER OWNER ADDRESS &07 OWNER PHONE C ESTIMATED COST$ IS THIS A CONTRACT COST? _IL"Yes _No FEE ENCLOSED$ D TYPE OF JOB: SOR•CO�� w Installation —Alteration/Addition/Repair Revised 4/01//2002 APPLICATION FOR PLUMBING PERMIT (continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? ❑ YES ❑NO ❑RESIDENTIAL ❑BUSINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY ❑MERCANTILE FUTURE USE AND OCCUPANCY O EDUCATIONAL ❑INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE ❑STORAGE ❑GARAGE ADDRESS ❑MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION lVAV- SIZE OF MAIN DRAIN NO.OF TOILETS STYLE T(,JC� P� NO.URINALS STYLE NO.OF BATHTUBS ( NO.OF SHOWERS I NO.OF LAVATORIES NO.OF CONDUCTORS SIZE NO.OF STACKS I SIZE AREA OF ROOF NO.OF CATCH BASINS NO.OF FLOOR DRAINS NO.OF OTHER FIXTURES /_ KIND ,Ifi .� �k ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY A WINDOW 01 S ❑NO SIZE OF WINDOW S IF NONE C.F.M.OF VENTILATOR SIZE OF DUCTS lli�i OR SEPTIC TANK SIZE OF WATER MAIN ( SIZE OF WATER PIPING&RISER WATER HEATER: TYPE �® �?� ctle MANUFACTURER 9/ 1? DESCRIPTXON OF WORK U,kv THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM I HE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. L-)7`1s73 / CONTRACTORS LICENSE NO. TYPE / STATE SIGNATURE OF APPLICANT DATE /D-;9-66 Shirley Wilhelm -CRS Approval Confirmation: Re uest No. 285517 Page 1 From: <clpsvc@nu.com> To: <WILHEL@SOUTHWINDSOR.ORG> Date: 3/18/04 8:34AM Subject: CRS Approval Confirmation: Request No.285517 Your approval of the following CRS Request has been successfully processed. CRS Work Request#: 285517 House No: C201 Lot No: 2 Street Name: LF3IVERVIEW DR'J Town Name: SOUTH WINDSOR, CT Inspector: CHRISTOPHER DOUGAN Approval Date: Mar 18, 2004 ********************************************************************** This e-mail, including any files or attachments transmitted with it, is confidential and intended for a specific purpose and for use only by the individual or entity to whom it is addressed. Any disclosure,copying or distribution of this e-mail or the taking of any action based on its contents,other than for its intended purpose, is strictly prohibited. If you have received this e-mail in error, please notify the sender immediately and delete it from your system. Any views or opinions expressed in this e-mail are not necessarily those of Northeast Utilities, its subsidiaries and affiliates(NU). E-mail transmission cannot be guaranteed to be error-free or secure or free from viruses,and NU disclaims all liability for any resulting damage, errors,or omissions. SITE COMPLIANCE CHECKLIST SOUTH WINDSOR PLANNING DEPT. TOWN of SOUTH WINDSOR, CONNECTICUT 20 RIVERVIEW DRIVE LOT_# $ oC Reviewed By p En ineering) RSK-KELLCO, INC. Date Reviewed 3 Ap rov Denied 1744 ELLINGTON ROAD,SOUTH WINDSOR,CT_ Reviewed By. Pla BP # 29934 Ph_# (860)644-8761 Date Reviewed p�pry Date Submitted_09/12/03 ***** FOR B L ING PERMIT *AV 4*** In accordance with the Zoning and/or Subdivision Regulations, prior 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. 4 Plot Plan at 1" = 40' scale a Subdivision reference, abutting properties, etc b. Easements of record c Lot description, bearings, building lines, distances, area, etc d. Contours, existing & proposed, 1 or 2 ft interval where appropriate e Building location with dimensions. Elevations of proposed finish floor, garage / floor & centerline of road at driveway f 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 and address of preparer, date, appropriate certification, live seal and live signature consistent with the Board of Registration requirements (P.E & L.S ) 5. Sedimentation and erosion control 6. Special Planning & Zoning, Inland/Wetlands considerations (Plans on file w/Town Clerk) COMMENTS 73z, .tom a" -& A a .n" -6 "& -& � e.0 '�. r'-C�Q' 4-t rQe,- 61� I! zz- BONITO ANTHONY J. SNET Co. t I \ f No. 2343 \ 0 N/F vNE // v�' f'°` DAVID...E: t L r R CINE n Is LJ II\.\ I U � ' / �- --�- \ �� RIVE �=-� y ' 'O� tC HLLIZ)UN .7 I I R X 38.82 ---. -�. � BOBROWSKI ��L,✓ y ���` --' '� 100-YEAR /(EELEVATIONN45.5N /I _ �\N� --_.. .. � SEE NOTE � � 7,' ! N/F ' ' \ ROBERT W. osvN�oo _ ®� ' ', ! ( t 1 (/ N 1 f / _40 X 39.77SfKINNER , ' s`2 ,f I ! � _s'`-,�� �•. N/F ra � � i• t � / / ! SNFTY'.e l I � rll ANDRE CHARBONNEAU l ! I 1 �� ��� I t ' , I ,� _uFFeR No- 42 / itI \ ,.I• / ll X 39.39 I l 'ram .r• / _ - - - ' - - , - / - \ , \ , , ,/� /kS/ i r (( '! W02- - - - - - _ `_-_ \ _ _ _ - \' , ' - - - - f W"a •ice - _ _ _ ��-�---- - � _ _ i .- ..r.- ' � - _ _ - _ a(caoc-YEAR FLOOD PLAIN- - - - - - - - - ' - ,i - - - _ / PE � NT 1F REIN'FORCEMEN7 MAI- - - - - - - SENG - 15 - - -WPO IN IS TOE-INSTALLED�BDN TERRA S2) Ohl DIS BED--AREAS-ALONG-STORM - _ ~ - - - _ - - - - - \ _ - - - _ _ A' ' SEW1:R' hl STATION 2i_00�Q RUIE - - - - -- - \ / F_T$1�) ' I SNET Co! Ww _fy-Ra�i�iO lfb CONSE�RRVjAT10P1" - - - - - ` ` ~ ' - - - _ - - - - - - - - - - - - - - - - - �'' rl((Jryl7/ EASEMEN-T 11N .EAV6R"SF - - - •. ` \ ` ` _ ! . `'/ ' ' . _ _. ' � 76 ( ® ✓ / J HIGH WATER LINE }6, ` , / _ _ - - - - _ - - \ _ " ` - - - - - ® ' ' / �7 - AWN 0�S.�QNI)CsOR- �` `� ,,.�, N89'3q'-4�4•-E�- �-�•. -76- y , , / ) , , , ,' . \ l r Wit_ - ' / t 7 ��o (SEE NOTE #3�) / , ' / / ,' / ,' - - - - _ _ - ~ ~ _ _ _ _ - - - !�' _ - - 8 'KGULA� _ - -60- \ , - - t AREA=546,3 0f S. INFILTRATION A �� J` , �" / �•• /' ' ,` (/ ,' ///' ,' ,` ,'/ ,' ,' ,' , - - - ~ - _ - ^GIN -� ---- ---- `YIETLANDS_UNE-- ` _ _ _ _ - - - - ' - _ ' =12.5i AC. �� / wow woo WON o - UNIT 1 -- __ _ - -' _- - -- ~ - - - - ' r , / (TYP.) rF/TOW:79.17 / , , / / 00 �1I ~-.- S�6f7509"E _ _ _ - - - ` ' /t GAR:78.50 + /-, �l �' r �' co / /' ,' ix00038 ♦ ` 3884J'_'_" '-- - - ' - -70 - - , / , t UNIT 2`\ 1� , t t , r ' ,' / / / ' ' / 5 ♦` --- -_ - =- ' t / F- 0 •78.67 t v , I _ - ' ,' / /' / ' / / ♦_ 7 ' � UNIT 3 GAR 190-YEAR_F1.00b/P / i t ' '/ '�O' i/ ® �! ® \ , \ No. 2 '(ELEVATION 4.5,O) /' /` 7q ago' �� v %% \ FF/TOW:77.92 W, I 11 U I , , , p ° � ��� � / � � 7 �`'�".- '� c-� , GAR:77.25 / UNIT 10 3 •.`'�.e � `' ' rr r , / / , / � _ - ' / / r � "` ^•-' UNIT 4 ` \ 77 o + , _ FF/TOW:76.92 rNFlC 7RA 0tV ` _ REMOVE EXISTING BUILDINGS I! VYF r tr I` ,' r',` ,' /'�'' - _ ' '/ ' ,' GAR:76.25 '�pN AREA FF/TOW:78.1 7 \ `� I t', r 1 r , / / - r =J / 76 GAR:77.50 fill r UNIT 5 UNIT 9 �� r UNIT 11 ,' FF/TOW:76.67 FF/TOW:78.17 \ HANDI PARK �� o GAR:77.50 \ �r0 TAPER CURB TO SPACE 5' MA/ OW // \MA/LBOX 76 _ _ GAR:76.00 _ UNIT 6 MATCH PAVEMENT FF/TOW:77.17 , ' - _ - - - - _ _ \ 0 � 0 I GAR:76.50 - - - UNIT 8 FF/TOW:77.17 \ �� FF/TOW.76.67 GAR:76.50 �o I GAR:76.00 UNIT 7 r �i �•! / FF/TOW:76.67 \ GAR:76.00 - C FF.-78.00 I' +rr - UNIT 12 >6 76^ _ _ _ t 13HOUSC ` I SNET #2339 ,' ` , FF/TOW:77.67 poHp e to GAR:77.00 SB S<pp O��� I l O � SRO � ®®r ���r• •�. ` ��• Se CONSTRUCTION ENTRANCE PAD uL I 6"-2" STONE ON FILTER FABRIC 00 10*0 - - - - - -74- - - - - - - - - � ♦ ♦\ Ss Se �_` /�� _ O pp0 1-00 ` . _ T C� NG' ` ` 74 TOPS \)NK / ' °s� STOCKPILE ® FF/TOW:78.67 / / / �u/ ceoX UNIT STREET ADDRESS ESTABLISH TEMPORARY EARTHEN BERM WITHIN /^/ ! UNIT 1-AREA :78.00 / DRAIN AWAY FROM TOP OF DURING C TOWARD CENTER_ /'vFQ�` � COMM. OF SITE. F a FF/TOW:75.92 UNIT 19 ET #2338 -. no` AFFlC 11GHTBLDG. 1 RIVERVIEW DR. \ N/F QRFq GAR:75.25 - - - - ' FF/TOW:77.67 / / �/ 1 12 RIVERVIEW D R. /'• �" UNIT 14 � GAR:77.00 / / / � 2 20 RIVERVIEW DR. LINDA V. CLOUTIER FF/TOW:76.67 e - / 3 28 RIVERVIEW DR. ', `` / /' GAR:76.00 ' D UNIT 20 l f l II ` UNIT 15 FF/TOW:78.17 / / 4 36 RIVERVIEW DR. j ♦ ® _,` \ \, GAR:77.50 LOT 7 �� ' Mom FF/TOW:76.67 ` t I'FFP UNIT 21 ow I l j (I 5 40 RIVERVIEW DR. GAR:76.00 '"F/<�q V FF/TOW:78.67 I / 6 48 RIVERVIEW DR. ! PLEASANT VIEW UNIT 17 naN �R GAR:78.00 I �/ ( lI 7 62 RIVERVIEW DR. I NOTE:PLANS AS DEPICTED CONFORM TO APPROVED SITE PLAN FOR THE N/F 8 70 RIVERVIEW DR. Fq / / l / II SUBJECT UNIT. JACQUELINE KING UNIT 16 GAR:FF/TOW:79.67 ,�� ` / / I / < < \ _ 9 78 RIVERVIEW DR. - MAP REFERENCES: `� / 1 / FF/T0W:7s.s7'• - ti 01 10 86 RIVERVIEW DR. 1. MAP OF PLEASEANT VIEW PROPERTY OF JAMES MILKIE ELLI GTON GAR:76.o0 - / o / ROAD, SOUTH WINDSOR, CONN. SCALE 1"=40' DATE: MARCH 10, 1962 LOT 8 s_ `' N M1/ j� Sr ET #2337 11 94 RIVERVIEW DR. I NOTES: HAYDEN L. GRISWOLD, C.E. sa`'?e3• � I r,� I 12 95 RIVERVIEW DR. 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. 2. PLATT ii PLEASEANT VALLEY HOMES, PLEASEANT VALLEY ROAD PLEASANT VIEW 2. HORIZONTAL DATUM - NAD '83 SO. WINDSOR, CONN. SCALE 1 =60 , JAN. 1957 REV. TO 5/21/58 BY N/F F w F®�•' ll 13 75 RIVERVIEW DR. a 14 69 RIVERVIEW DR. VERTICAL DATUM - NAVD '29 PRIMIUS & WELTI LUCY G'�. ® � ° �� \�� � 3. HIGHWATER LINE IS TAKEN FROM MAP REFERENCE 2 AND IS AN 3. PROPERTY SURVEYED FOR ROBERT W. SKINNER N0. 850 ELLINGTON ® �ln �" MAILBOX 15 65 RIVERVIEW DR. # ROAD SOUTH WINDSOR CONN. SCALE 1"=40' MARCH 1981 BY CHARPENTIER /M� �� / APPROXIMATION. LOT 9 / p 16 59 RIVERVIEW DR. 4. PROPERTY IS IN A-20 ZONE. PETERSON & HOFFMAN. y 5. FLOOD LINE TAKEN FROM FIRM FLOOD INSURANCE RATE MAP, TOWN 4. MORTGAGE PLOT PLAN PROPERTY OF THOMAS J. & BARBARA H. PLEASANT VIEW / I 17 51 RIVERVIEW DR. OF SOUTH WINDSOR, CONNECTICUT, PANEL No. 6 OF 11 & 10 OF 11 VILLANO, 914 ELLINGTON RD. SOUTH WINDSOR CALE 1 =50 SEPT. 19, 18 43 RIVERVIEW DR. MAP REVISED FEBRUARY 23, 2001. 1973 BY JOHN H. KEITHLINE. N/F N/F / / o / 19 31 RIVERVIEW DR. STEPHEN G. � � 6. RETAINING WALLS TO BE VERSALOK OR EQUIVALENT. FINAL DESIGN BY 5. BURNHAM ACRES PROPERTY OF WELLMAN R. BURNHAM & DAVID M. ROSEEPHANN G. WILCOX / JOSEPH P. �c / r / 20 21 RIVERVIEW DR. WALL MANUFACTURER TO BE SEALED BY CT PROFESSIONAL BURNHAM, PLEASANT VALLEY ROAD SOUTH WINDSOR, CONN. SCALE / DOLORES 0. LEWIS / /U �� 21 15 RIVERVIEW DR. ENGINEER AND APPROVED BY TOWN ENGINEER. 1 =50 FEET DATE: JULY 1946 BY PETERSEN & HOFFMAN. LOT 10 ` f 7. ALL UNITS SHALL BE SERVICED BY SUMP PUMPS WITH 1.5" FORCE 6. MAP OF WOODSIDE - PLEASANT VALLEY ROAD - SOUTH WINDSOR, PLEASANT VIEW MAINS EXCEPT UNITS 3, 4, & 5. CONN. PROPERTY OF JAMES MILKIE SCALE 1"=40' SEPTEMBER 8, 1962 / 0 SNET #2336 BY HAYDEN . GRISWOLD. N/F /� o/ / l' MAILBT'OX 8. ALL DEBRIS ON SITE INCLUDING DEBRIS BURIED JUST BELOW THE 7, CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP JAM ES N. `° CID SURFACE WILL BE CLEANED UP AND REMOVED FROM THE SITE AT THE I d LEGEND ,.�`` F CG,^�, TOWN OF SOUTH WINDSOR EAST HARTFORD - WAPPING ROAD FROM HALPIN LOT 11 ® u �� --J r�a �- -� L� `_� START OF CONSTRUCTION. THE EAST HARTFORD TOWN LINE NORTHEASTERLY ABOUT 11,200 FEET ! EBBS CONTACT PERSON: �'4 ( 9. BITUMINOUS CONCRETE SLOPE CUBRING TO BE INSTALLED ALONG ALL ROUTE N0. 313 NUMBER 351, SCALE 1"=40' OCT 31, 1931 SHEET PLEASANT VIEW SB SETTLING BASIN., �` G� EDGES OF SITE ROADWAY. NO CURBING TO BE INSTALLED ON INDIVIDUAL 4 OF 4. N/F RSK KELLCO ® % Y o : DRIVEWAYS. 8. CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP TOWN ROCCO E. MONTANO l µ v: 10. INFILTRATION ARES TO BE PLANTED AND MAINTAINED AS LAWN AREAS. OF SOUTH WINDSOR, EAST HARTFORD - WAPPING ROAD FROM A POINT C/O SCOTT KELLEY ® lI I �� Exrrser®X ® ® wo SILT FENCE .• `N 7? :, .,` SURFACE RUNOFF WILL COLLECT IN THESE AREAS AND INFILTRATE. ABOUT 1070 FT. SOUTHERLY FROM THE PODUNK RIVER NORTHERLY & 250-4509 11. INLAND WETLANDS FLAGGED BY HIGHLAND SOILS AND FIELD LOCATED BY EASTERLY ABOUT 6300 FEET - ROUTE N0. 515 SCALE 1"=40', NOV. DESIGN PROFESSIONALS, INC. ® � - - - - P 30, 1936 NUMBER 132-04 SHEET N0. 1 OF 3, o li 1 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 Tel.T860.291•8755 Pre ared for: z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE sN'''A'�"�N P SHEET a OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE Fax 860.291 •8757 r INFORMATION. ALL EXISTING UTILITIES SHOULD m STATE OF CONFORMS TITO RI ENDORSED BY THE CASS A-CUT ASSOCIATION OF LAND SURVEYORS, INC. THIS GRAPHIC SCALE esign mosm Co�o�. PLAN Podunk Ridge BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 5-23-03 APPROVAL CONDITIONS KMI SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. � 0 20 40 80 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 4-7-03 TOWN COMMENTS GBS rofessionais � �■ BY A LICENSED LAND SURVEYOR PRIOR TO TO TH !�{,0 .NB.FBEtiE1="`�lS SUBSTANTIALLY CORRECT AS NOTED HEREON. Lr >�+ � � •- .�7d �7 I�E"Y'U',FBI .17t"t v C:..- CONSTRUCTION. 2 3-6-03 TOWN COMMENTS MHA ( IN FEET DESIGN:BEE DRAW-BEE CHECKED: GE3S o f�' ,{� 3. THIS PLAN IS INVALID UNLESS IT BEARS THE t 2-13-03 GENERAL REVISIONS MHA i civil engineers • planners • surveyors ]EIRns"'on Road 1 inch = 40 ft. landscape architects is IMPRESSION SEAL AND ORIGINAL SIGNATURE 12882 p g gps JOB NO.: 1520 DATE.• January 30, 200.3 OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION B� RICHARD P. MARTEL LIC. No. 165 South Satellite Road, South Windsor, Connecticut 06074 r D,, AIMAt PI!3. �F�/1.!>5 �1.._.. LC+.�/v So111th Windsor, DEPARTMENT DECISION APPLICATION FOR HVAC PERMIT PERMIT# Ap hereby: TOWN OF SOUTH WINDSOR 42 BUILDING DEPARTMENT APP OVED 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 o?'Yq 3(f T Date B mg for �`� Application must be printed or typed FEE SCHEDULE Loc t'on of Job: Vn 1C4, z. $0-$1,000=$15.00 rTenantDesilgnation �. treet Lot No. Over$1,000= o2U r J er a $15.00 per$1,000 or any fraction thereof Apt.No. APPLICANT - APPLICANT ADDRESS O Sda Vj cV-F C 0(,-0-2 4 APPLICANT PHONE## ()— SZg—Lf/(,&f O W N 8 F,q OWNER IG - ve. C OWNER ADDRESS Pee I1f r I ,�tv`� SCE �t cvr C 0 OWNER PHONE ZLen—(A-94—27(0 C = ESTIMATED COST$ CYJ IS THIS A CONTRACT COST?, ✓Yes No FEE ENCLOSED$ I35•� TYPE OF JOB: OSO R•C 0 ✓New Installation —Alteration/Addition/Repair Revised 4/01H2002 APPLICATION FOR HVAC PERMIT (Continued from reverse side) TYPE OF_$YSTEM: TYPE OF BUILDING: HEATING UYRESIDENTIAL QA/C ❑COMMERCIAL O VENTILATION ❑INDUSTRIAL HEATING ❑ STEAM LOW PRE�S URE LIMIT LBS. HIGH PRESSURE LIMIT LBS. ❑HYDRONIC L7 WARM AIR ❑UNIT RADIANT HEATER EXISTING RADIATION ADDITIONAL RADIATION TOTAL RADIATION DESIGN TEMP. OUTSIDE OF INSIDE OF DIFFERENCE OF TOTAL HEAT LOSS(BTUH) OF(HEAT LOSS SHEET MUST ACCOMPANY APPLICATION) DESCRfBE ALL HEATING EQUI MENT(INCLUDING MAKE MOD L ) s � Wpvrzf —4C-�-Ace 1 C7JiUC� CO21 1�60 GROSS HEATING CAPACITY(INPUT-BTUH) NET RATING(OUTPUT-BTUH) TYPE OF FUEL 0 QIL--GPM OIL TANK LOCATION:0 INSIDEO OUTSIDE CAPACITY [ GAS-INPUT LPG TANK CAPACITY ELECTRIC-KW AIR CONDITIONING DESIGN TEMP.OUTSIDE OF INSIDE OF DIFFERENCE OF TOTAL HEAT GAIN(BTUH) (HEAT GAIN SHEET MUST ACCOMPANY APPLICATION) DESC+RI(B_E,ALL COOLING EQUIPMENT(INCLUDING MAKE&MODEL NO.) Cam( Vy�6�C� (--4�/�Q��� 1'4k..� C�C�v�S►t�� 1.1f.'�� TONNAGE 4 COOLING CAPACITY(BTUH) VENTILATION DESCRIBE ALL AIR HANDLING EQUIPMENT(INCLUDING KITCHEN EXHAUST EQUIPMENT) TOTAL SIZE OF SYSTEM(CFM) FRESH 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. 3032L2 -� < * CONTRACTORS LICENSE NO. �N �UZ STATE SIGNATURE OF APPLICANT DATE r ,I i SYSTEM SIZING SUMMARY System:Podunk Ridge Camden Block Load 3.05 Location:Hartford, Connecticut November 14,2003 Prepared by:Woodcock Refrigeration Page:I TABLE 1.SIZING DATA COOLING Total Coil Load 42,541 BTU/hr Load Occurs July 17:00 Sensible Coil Load 39,772 BTU/hr Outdoor Db/Wb 88. m.4 F Total Zone Sensible 34,972 BTU/br Coil Conditions: Supply Temperature 57.0 F Entering Db/Wb 70.8161.5 F Supply Air(Actual) 2,492 CFM Laving Db/Wb 56.0/55.5 F Supply Air(Standard) 2,491 CFM Apparatus Dewpoint 55.2 F Ventilation Air 100 CFM Bypass Factor 0.050 Direct Exhaust Air 0 CF1%I Resulting Zone RH 59.7 % Reheat Required 0 BTU/hr Total Coil Load 3.55 Too Floor Area 1,810 sgft Sensible Coil Load 3.31 Too Overall U-Value 0.146 BTU/hr/sgft/F SQFTITon 510.56 Vent Air 0.06 CFM/sgft Cooling 23.50 BTU/hr/sgft Vent Air 25.00 CTMIremon Cooling 1-39 TABLE 2.SIZING DATA SEATING Hating Coil Load 40,710 BTU/hr Hating 22.49 BTU/hr/sgft Ventilation Load 7,232 BTU/br Heating 1.39 CFWsgft Total Zone Load 33,478 BTU/hr F1oorAr s 1,810 sgft Ventilation Airflow 100 CFhf Overall U-Value 0.146 Supply Airflow 2,492 CFM Vent Air 0.06 CFM/sgft Vent Air 25.00 MI/Person TABLE 3.INPUT DATA(WEATHER) Location Hartford,Connecticut Data Source User Defined SammerDry-Bulb 91.0 F Latitude 41.7 Degree Coincident Wet-Bulb 74.0 F Elevation 15.0 ft Daily Range 22.0 F TABLE 4. INPUT AC SYSTEM System Name Pod auk Ridge Camden THERMOSTAT SETPOINTS System Type Cig and Warm Air Ht Cooling(Occ.) 70.0 F System Start 6.00 Cooling(Unocc.) 80.0 F Duration 24 hrs Heating 70.0 F SIZING SPECIFICATIONS RETURN AIR PLENUM No Supply 57.0 F FAN Ventilation 25.00 CFM/person Configuration Draw-Thru Exhaust 0.00 CFM Static Pressure 1.50 is.wg. FACTORS Coil Bypass 0.050 Safety(Sens) 0 % Safety(Latest) 0 % Heating Safety 0 % TABLE 5. TOP TEN COOLING COIL LOADS Time Sensible Ton Total Ton Time Sensible Ton Total Ton 1) July 17:00 3.31 3.55 6) July 15:00 3.22 3.45 2) July 16:00 3.29 3.52 7) June 17:00 3.22 3A2 3) July 19.00 3.27 3.50 8) June 16:00 3.19 338 4) August 17:00 3.23 3.46 9) June 18:00 3.19 338 5) August 16:00 3.22 3.45 10) August 15:00 3.15 3.38 SITE COMPLIANCE CHECKLIST y00 TOWN of SOUTH WINDSOR, CONNECTICUT W a 20 RIVERVIEW DRIVE LOT_# _ Reviewed By e ng RSK-KELLCO, INC. Date Reviewed Ap!pr:ov:7eD 1744 ELLINGTON ROAD,SOUTH WINDSOR,CT_ Reviewed By n -eZ a g) BP_#_29934_ Ph_# (860)644-8761 Date Review ., oy Approve /D nied Date Submitted 00/00/00 ***** MR f 0 *** As required in the Zoning and/or Subdivison 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 i Approved building permit plan r/ 2. Finish grading per approved / building permit plan t/ 3 Site work; i e. trees, shrubs, dumpsters, required parking ✓ 4. Utility location; z✓ a. sanitary sewer/septic system b. foundation drain c. electrical & telephone d. water r/ e. ether—G,g5 5 Sewer connection charge paid 6 Appropriate certification 7 Bonding 8. Planning & Zoning/ Inland Wetlands Considerations A. Lighting B. Signage Freestanding Wall C. Fee in lieu of Open Space Sewer Permit No. Pav Exc # COMMENTS: Fi-�%c.l. q,�.(,� Q r r J Status I — B 1t (c a4 lobs rJt�C L� AJ J- 104-v4 �r Z, Sid NOTES: 1. PROPERTY IS IN A-20 ZONE. 2. THE PURPOSE OF THIS PLAN IS TO DEPICT THE AS-BUILT CONDITIONS OF UNIT 2 - 20 RIVERVIEW DRIVE AND FOR THAT PURPOSE ONLY. o �S- 3. UTILITY LOCATION AND ELEVATION INFORMATION TAKEN FROM REPORT PROVIDED BY CONTRACTOR. �� 4. UNIT 2 - 20 RIVERVIEW DRIVE CONFORMS TO ZONING REQUIREMENTS IN RESPECT TO LOCATION. MAP REFERENCE PROPERTY SURVEY- SITE PLAN RESURVEY PREPARED FOR PODUNK VILLAGE EWNGTON ROAD SOUTH WINDSOR. CONNECTICUT SCALE 1 INCH 40 FT. DATE JANUARY 30. 2DO3 REV TO 5-28-03 BY DESIGN PROFESSIONALS. INC. Ng� 934'44'E q8 I I 159.12' LCE N I LCE 3 I H 12 R1Vp� IIEW / p� 2 UNIS 2 DRIVE DR/v / LCE N 20 RI�FFR 79 1 / I .10`W.78.j1 VN►S 3 DRIVE GAR-.78.31 LCE 28 RI�ER`�EW .71 / LCE LCE a' n L CE / I tt LCE LCE 2 4\ I • II � I R Y � 9P,Csi. /� II SMH =2 \ I o CB I \ C / L8#7 B#8 r THIS SURVEY HAS BEEN PREPARED IN ACCORDANCE KITH SECTIONS 20-300b-1 THROUGH 2O-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES- 'STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT"AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS. INC. THIS SURVEY CONFORMS TO HCRIZONTAL ACCURACY CLASS A-2. 10 7H EF.7H1S MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.E9YOrtfl�RttO'A1.fDO&JNO 12882 RICHARD P.MARTEL LIC.Na fZEIitSRD AS JLT Teo1.x 880.291.8757 RCtU111t[Y KIIPApCG rCel u 3HECf t.LOCATIONS ctliSHOWNOWSE ARE B SED ON UTwn REVISIONS GRAPHIC SCALE Fox 860.29/•8757 �`v SHOULD B AS SHOWN ARE BASED ON PODUIl K RIDGE 6.d�AT 1 AVAILABLE INFGRMRE TO ALL STAKED UTILITIES �° ° �° '° 1'of����ion�l� SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUC110N. 2 ALL UTWTIES ARE TO BE STAKED RL TIE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO Inc. Unit q Riverview OF CONSTRICTION civil engineers planners • surveyors CJnit 2 — 20 Rives iew Drive APANN Br DNC "NQ: F320-2 IMPRESSI THIS° SEAL AM OPodN�9GIl�ATUREWS THE 1 inch = 40 feet � landscape architcts • Cis .Cps y OF THE PROFESSICNAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY 165 South Sat Mite Road South Windsor. Conn- ficut 06074 SOUTH WINDSOR. CONNECTICUT cAm er. RPY DAIS' 1�4/Dt South Windsor BUILDING DEPARTMENT RECEIVED APR 2 7 2004 SOUTH WINDSOR ENGINEERING DEPT. c o2.y�-