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27 VINTAGE LN
DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT TOWN OF SOUTH WINDSOR PERMIT# Application i 1 Gr BUILDING DEPARTMENT l ROVE - 17 11540 SULLIVAN AVENUE Bldg.Permit# OV 644-2511 ext. 230 S 0�5 J Date Building Inspecto Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. r QNO APPLICANT �; ` o C> fc APPLICANT ADDRESS W r- I-,� APPLICANT PHONE# O W N S OWNER >°_.� � vt Q OWNER ADDRESS -7 n a OWNER PHONE C ESTIMATED COST$ b 0 IS THIS A CONTRACT COST? Yes _No o _' " (, Y�CJ FEE ENCLOSED$ 2 0 r C 0 r�'Us O�� TYPE OF JOB: OR CO New Installation _Alteration/Addition/Repair Revised 4/01//2002 APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? ❑ YES ❑NO ❑RESIDENTIAL ❑BUSINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY ❑MERCANTILE FUTURE USE AND OCCUPANCY ❑EDUCATIONAL ❑INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE ❑ STORAGE ❑GARAGE ADDRESS ❑MIXED USE (Other please specify) CITY STATE ZIP TYPE OF INSTALLATION/WIRING METHOD SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBER OF METERS NUMBER OF DISCONNECTS AND RATINGS NUMBER OF PANELS REMOTE DISCONNECT REQUIRED? ❑YES ❑NO NUMBER OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRH'TION OF WORK 9 :C r OF \ + �a THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. /0 3.5 20 (?o 1011 � CONTRACTORS LICENSE NO. E STATE O SIGNATURE OF APPLICANT DATE D Electric # J APPLICATION FOR BUILPIN9 PERMIT Plumbing# 27 Vintage Lane Date: HVAC # Sprinkler# 30855 Estimated Cost $ Z FINAL APPROVALS _ Building COMPLETE RED BOXED AREAS Permit Fee $ / v Engineering TYPE OR PRINT ONLY j Eng. Insp.. Fee $ /� o Occupancy e Affidavit p - - - - 16c).Appr. for C SIGN ON REVERSE SIDE - i Total Fee $ oa TO THE BUILDING DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant Pn�'D n-,_u W I " location of Work (3 rrt-— Y ilf0. Lot No. Applicant's Address a1 V N C l-0 -Tel.# e 3 Town S, \.&J s v2 Zip b uo- `f' Lic.# Owner Architect Owners Address Architect's Address Zip Zip Sq. Ft. New Area: 1 st FI. I 'Z' X �y ' 2nd FI. 3rd FI. Total New Area --Purpose of this permit S-I l" o 0 6 S Hv,-D, City Water❑ Well❑ Septic System❑ Sewer❑ Ins: HO SP Cert. Area Basement Garage Approved by Date 7.6"f Use Group Construction Type Revised 6102 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 whi this buildi g and its use is allowed. N Signed I hereby apply for a Certificate of Occupancy for the workLecribed in this application for the permit. Signed DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS Inspection / Approval Date By Appl Code Description Due Whom Code Comment ------------------------------------------------------------------------------- **-30855-B 10,000 B10 FINAL 11/01/04 PJP A B10 FINAL O1106105 PJP A CLOSEOUT **-19273-E 1,800 NOTES: 1. THIS YAP IS OEP04MT ON THE MAP REFERENCED HEREON. Z. PARCEL ZONED RR 3. UTILITY INFORMATION PROVIDED BY CONTRACTOR. CBS C97 TF:320.18 MAP REFERENCE TF:370.18 INV(6"S):316.98 VINTAGE HILL$SOUTH NhpSOR.CONNECTICUT. PREPARED FOR t #14 INV(6"N):316.48 INV(15'N):314.68 JACQUES CONSTRUCTION. LLC DATED 12-3-01 REV. TO 7-16-02 Lo 1NV(15"S):314.98 INV(18-E):314.53 BY DESIGN PROFESSIONALS INC INV(6'W)316.48 INV(18'W)314.58 I � I 3 - S02'45'18 E a - FL.M.s7 2 o S - - � � � 0. ■rT)>u.�s I� go ad at 11' , i Fl // V ) NyU�2 O CV I ♦l/ // m A �3� ♦ t0rL 'y�' � INV:316.00 -7.3, N 0- 0 o LIV)to m o sal , N rc ♦ I 00 I O / 1 How I . - - - - - - - - t ?o' Hot: r-L` 7 U Q I PC817 W wwNt` ' I ?� h I '��Qll TF:325. N r ���~VIy .r 1 i 'o INV.(18" W)1 8.75 LLj 11 Lot #13 w�1 C 63,091 S.■ ■ 11 wn a al soc OUT) N ■U�VFL■TEE tb \ �,�w-.-raw...• I \ Z ✓} 1.44 Ace20 s.�. - C Co 216. 0' - __ 56.00, - - -' „ AREA TO BE DEEDED TO so LOT E LOT #13 UPON PCB16 S01'21 57 E ABANDONMENT OF I I I TF:325.81 TEMPORARY CUL-DE-SAC INV.(1 5"S):321.49 I Lot #11 Lot #12 PCB9 INV.( 5"N):3 TF:326.17 INV. INV.:322.70 (I 5'W):319..44 INV.(18"E):319.19 THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - 'STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT' AS ENDORSED BY THE CONNECTICUT ASSOCIATION QF LAND WRVEYORS, INC. THIS SURVEY CONFORMS TO HORIZONTAL ACCURAQY CL % ` t l 1 ( -- TO THE BEST OF MY KNOWLEDGE AND `UEFA THI%M.V WjAM'IIAI�I C AS N07ED_THSI�ON. - I I _ - 12882 RICHARO P. M TEL L1C. No. DER 11129URFCY REG�A3171�T TGI. 860.291•8755 Pr"mrsd for. SHEET 1.UNLESS 0714ERNTSE NOTED.E1GS7NG UTILITY REVISIONS GRAPHIC SCALE Fa. 060.291•0757 LOCATIONS AS SHOWN ARE BASED ON 0 20 4Q esign Vintage Hills .states,, LLC ��►T M M 1 SHOULDAVAILABLE MELD%RIFI ALL PRIOR TOO U11U11ES 40 �ofessionais, inc.SHOULD tE FIELD VE'Jii1ED PRIOR TO CONSIRUC110N. OF 2. ALL UTILITIES ARE TO BE STAKED N THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO , �t #� r 27 V�tltgc C prAlry Br. aWc .cle 14.10-13 caNs7aucnoN civil engineers • planners • surveyors 3. STR PWI 15 NVAtTD UNLESS IT EIEARS 111E 1 10/7/03 AOOED FWD. k CURTAIN DRAIN DMG 1 inch = 40 feet , landscape architects • gis • Cps 3. TI SS PL SEAL AND ORIONAL SIGNATURE N0. DATE DESCRIPTION BY 165 South Soteli�le Road South Windsor Connecticut 06074 SO H �1t�SOft CONNEI;TILUT BY.' A)°Y OA IE• !0/J/OJ OF 1NE PROFESSIONAL ENONEER/9URVEYOR. D • sout pE'PART►JIEN'T BUILDING CERTIFICATION OF ZOO" proposed building(s), use(s) and/or stre00) on this plan appear(s) to bb in ss shown on South Winds conformance with regulations. Variances and special excePIM T) I,rvv'll % Z� may apply- Da Y OD00J-r BUILDING INSPECTION DEPARTMENT TOWN of SOUTH-WTNDSOR,-CONNECTICUT C E R T I Fy'I .0 ?1°TEE€ 0 "F.... d'C>C U, P °A N C Y yr. �• "";'�, x : ZONE RR x_ sYJ ;i. 2 `Nbvember 28 2005 This is to certif y,.'that= 00z.7°VINTAGE I,F.NE''SRECTED ,under'permit No 31321 conforms,' substantiall xeq y .,totkie' uirementsy�off the Connecticut Basic Building code' diid'the't0.rkzng."regulat pr( of tiie:'"Town of�; South Windsor and<is,. •` �here�y�.:,agpsove"d: fpx�oceupaiGy'n:asy';,nc}i;cacated below Approved for Occupericyf'f-!NGROUND"Pboir-418xu. Use Group U Constr. Type 2C 'Btiildin 'Official Notice If this certif.ic'ate�is st.. ir.ile'st,royecl,`+a;:duplicate should X r1, be obtained immediaL 'Building"bepartment ter. �r3' Any change•or extension of the-use herein approved requires a new certificate of occupancy. Inspection / Approval Date By Appl Code Description Due Whom Code Comment ------------------------------------------------------------------------------- **-31321-B 23,000 E02 UNDERGROUND 11/01/04 PJP A GROUNDING/TRENCH B10 FINAL 10/17/05 PJP D DOOR TAG NO ACCESS, BARRIER STAR T ABV 2" GRAD SOME AREAS,BACK GATE NOT SELF CL OSING,ALARM? B10 FINAL 10/21/05 PJP D NO ACCESS,LEFT FCN REAR GATE NOT SELF CLOSIN BARRIER>2"ABOVEGRADE,?POOL ALARM B10 FINAL 11/08/05 PJP D GRADING >THAN 211BASE OF BARRIER B10 FINAL 11/29/05 CJD A r 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 afteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be k)cated the proper d nce from all street lines,side yard lines,and required distances from all other zones and is kxated in .�hthisildi aril' IS allowed. r� ---, Sign I hereby apply for a Certificate of Oc panc f th rlt described in this application for the permit. Signe DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS Electric# APPLICATION FOR BUILDING PERMIT Plumbing# 27 Vintage Lane Date: HVAC # Sprinkler# 31321 FINAL APPROVALS -ES�IGN -- — - Estimated CostBuildingETE RED BOXED AREAS Permit FeeEn neerin Occupancy Fee $ /O.g PE OR PRINT ONLYAppAffiaa it CO. ON REVERSE SIDEEng. Insp. Fee $ Total Fee $ TO THE BUILDING DEPARTMENT,TOWN OF SOUTH WINDSOR,CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant 0JWAM POb Ls,t•L-C _ location of Work 27 U►N746C. LA4 Lot No. Applicant's Address 2S3Z WUI`l 71K - del.# * bbs--n ib Town Nt w tK"Ki Zip coot l J 11Qc.# Sb3�6 013 eT Owner RAMt�-aLL �- 6F-9F�%E W l kl(,, Architect Owner's Address 27 0"_46E Lki • Architect's Address 50•1u1► M0(L Zips Zip Sq. Ft. New Area: 1 st Ff. 2nd FI. 3rd FI. Total New Area Purpose of this permit 1KSTykLL"0KA Of- Ate[ J&i(, LoL,U_[l, SW(AAMWG&L- Poop � 113 x3 Tv City Watery Well❑ Septic System Sewero Ins: HO P j ert. Area Basemen Garage Approved _ ate Use Group M Construction Type �,� Rwl*W 6/02 p110MN �t� To� O-P s-cam ?&U&ot 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 �OsoR•co�'`� TELEPHONE(860)644-2511 April 29,2005 Mr. Randall Wing 27 Vintage Lane South Windsor, CT 06074 Dear Mr. Wing: Pool season is almost here. I would like to remind you that the Building Permit.#31321 _ for your pool is still open. State Building Codes require the issuance.of a Certificate of Use prior to using your pool. Please contact our office for a final inspection after set.up, but before use of the pool. All permits should be.closed by May 31,2005. Should you have any problem meeting this date pleas6 send our office a letter stating the reasons. (The pool still can't be opened). If the pool is opened without the benefit of a Certificate of Use, a caveat may be placed in the land records stating Building Code Violations exist on your property. Please call Shirley at 644-2511 ext. 230 should you have any questions regarding this letter or to schedule the necessary inspections specified on the pool checklist..Our office hours are Sa.m. to 4:30p.m. Very truly yours, A I Christopher Dougan Chief Building Official G RAP H E X 16 th PARTIAL 8'-6" RADIUS 8'-6" RADIUS 7 2 REVERSE RADIUS PARTIAL 8'-6" RADIUS 135' CORNER 6• 1 _g" 135' CORNER ALUMINUM CONCRETE RECEPTOR LAYOUT (4) 12' STRAIGHT J �p leWy f22) CLIPS 4) 135' CORNER W U f6 8'-6" RADIUS c V a► 5� REVERSE RADIUS J Q W t3 g Q W ` (A P9RTU\L W N 8'-6 RADIUS N 5'-5 10' K UJ Q LL 3 REVERSE RADIUS W Q W J; o m LLJ gw�o c Y U H H 135' CORNER PARTIAL 8'-6" RADIUS d 1 W J �j W `8'-6" RADIUS O V J Q °d Y> ci 0 N3z� N 'Kw ya oa STD w/8' w/6' STD w/8' w/6' _ J o PACKAGE TYPE PACKAGE PE (n PKG STEP STEP PKG STEP STEP H H- 10'-7 • 7'-4 • —� PARTS QTY CITY QTY PARTS QTY QTY QTY N 3 w Q 6' PAN 3 2 2 NYLON—PH 120 8 8 8 Q 6' PANEL NYLON FASTENERS 1B'-7 PN1007 MH101 Q a � 20'-11�' w 4 PANEL 3 2 2 1' N do 8 PAK 35 1 18'-2' F- PN1004 1 ) 3 MH103 _ 1 10'-4 Q 2 PANEL 2' N k B PAK 15 PN1002 _ RC200 l7'-9�' 1' PANEL 2 12' STRAIGHT PKG 3 - 1 6N SKIMMER PANEL 1 12' STRAIGHT PKG 2 2 16'-6�' � 16'-1 PN1036 10 10 10 1 RC206 15'-114' 14'-9' O RADIUS PANEL 8'_6" RAD PKG 6 1 19'-3 PN1047 RC214 16'-3 REVERSE RADIUS PANEL 5 5 5 REVERSE RAD PKG 3 2 2 2 �- PN1032 RC225 V) 17 7 8'RAD SPAC PNL 1 1 ) 135' CORNER PKG 1 4 4 4 PN1054 RC220 _J 1357 RIGHT CORNER 2 2 2 RECEPTOR CUPS 22 24 24 1 PN1055 ST8024 10'-74' 135' LEFT CORNER 2 2 2 8'4 TRD SIR SIT N STEP - 1 5 WEDGE 6' 4 TBRD STRAIGHT STEP - - 1 PH 115?WEDGE ) STTE3P3 BRACE - 4 2 PN7093 32 32 32 AC 18' x 36' MOUNTAIN LAKE LEFT K-BR E GX- 1382 ST4018 ST1024 S70018 TYPICAL INSTALLATION DETAIL SLOPE MAY BE I/4" PER FOOT WHEN CONCRETE DECK IS INSTALLED /\ Si8125 ST8118 ST8043 HAUNCH CONCRETE ALL VERTICAL T THRU TOP OF EACH DIMENSIONS ARE TO a FINISH GRADE AND BACKBRACE ARE TAKEN FROM Q III II III 111 III I �+► III,•III,1111111 BACKFILL LINER BEAD TRACKLu o _M � rJ MINIMUM SLOPE OF 1/2" PER ST7018 ST6043 yT8018 FOOT AWAY FROM POOL EDGE FOR A MINIMUM OF 10' a _ v CONCRETE � '• t TOP OF A1A50N SAND LL p BOND BEAM OR POOL BASE © _ _ / 1 1/2" MINIMUM W W W W o ST8024 `/ f (TAMP AND TROWEL) 3 POWCRUwcES'r�xso*5 ST8018 / - W tjjw 0AM 10-19-2000 / ` b' e �0"T0' UNDISTURBED EARTH 11 Z N N PACIFIC INDUSTRIES, INC. LAT 11M, NY ROAD � F� h ,,vice , is 161— FAxj(518) iea�000 e ST6007 ST8049 f" f GRAPHEX 16TH EDITION CAI O Meets ANSI/NSPI and 96 BOCA codes > ANSI/NSPI - 5 1995 STANDARD BOCA CODE 1996 Table 421 . 1 1 (2) ICBO REPORT #3432 Installations to be in accordance with Pacific Ind. recommendations South Windsor BUILDING DEPARTMENT La r,Al u i i .iv ;2q. Im at v;j—% Tt`N Qertl4icJ that thia plan and apwt+oa"lane at* y+piV& oT the proposed yu11d,,W K atteraala«a /a Ja #Coated at aa-Vs.�-l�� ltJrs, to;othar with amendments ated Ia appppt�IdQ A,A,;:. tiled with plan aad 1 a(t►ee to<dr,10j7 ri'.h t?uitJing and state Inca asrt %ucn a*td►rw!a St.aat br lkauod by the tluildi-tp C't�KaeWt Maeta� t:>f et thla a ucatinn and "a 618044" perthl . lift P'Sra, me Oualoce 0 t�lle. �fYttd.N t�11M ^trxfl�.la, ands oadfhyngaa SkapA lif• W,4WJW ti4rdlM k* wwsmMtrd %ith, Uwditi+inalJ*Aggra,vgd 11610" So4, Mwo lSniigliiq -hsyp;r!pn look STANDARD PANEL LAYOUT USE BACKBRACE AT PANEL JOINTS AND THE CENTER OF 6'PANELS AS SHOWN (MARKED X) B' (3) STANDARD (2) REVERSE q•-B'; 3._q. RADIUS PANELS RADIUS PANELS R7'-6' (2) STANDARD A x x RADIUS PANELS 8 STEP OPTION 1� ® x x x a' I x � �. 135' CORNER I RIGHT RS'-6' I 7'-8' 6' 6' r F6'-6' 8'-7 1/4' H 4' 4'-649 4"_4' RB'-6' 135' CORNER 1 4 30 1/2 3'-4°i-2'3,-6' 5'-5' LEFT X 2' 2' 2' _2' 2' VARIES 18'-0�' � ---�-- ----- -- -- - -- -2'- --2' - --- -- --- � � 20'-s 30 1/2 4'-3' � 8-6' 2' 17 x W W 4 49�1 2 6'-1' ' R RAA N. SPACER F 9'-10, PANEL 1, � N t y 8' 1' (1) STANDARD 135' CORNER 15' RADIUS PANEL 15, I SAFETY a LEFT R8_ R4'16' 10'-11' ROPE 6. _J < c 6'x ©I > Q XLLco x x x 11'-9' R8'-6' 1' W 3 W ; W W x ' G 6 a x B" C V p � R7'-6' S ♦C x 5 a: b a W.135" CORNER Q y g B T❑ F = 12'-6' RIGHT (3) REVERSE Z t H `} C TO F = 23'-2 1/4' (1) STANDARD S PANEL RADIUS PANELS (RADIUS PANELS (n B TO G = 23'-10 3/4' 6' STEP OPTION a USE 5' OR 15' WEDGE AT O y C TO G = 12'-5 3/4' PANEL JOINTS AS SHOWN V (MARKED (5' OR 15') C A TO E = 10'-0' 2'-7 3/4" TIP OF BOARD 36'-5 6 ABOVE POINT "A" D TO E = 22'-6 1/2' POINT "A"- WATERLINE y A TO H = 19'-7 1/4' x r, D TO H = 10'-7 1/2' 2'-1 t" �q' X � H h 8'176 Perimeter LMINIMUM DEPTH 2, 96'-0" 4'-8 BELOW POINT "A' �, ' 15 Pool Pool Type x Area Capacity Pool 2"-7 3/4" —14' 12'-5j' 2' 562 21,396 II Sq.Ft. Gallons 6' 5' GRAPHEX 16th x 18' x 36' MOUNTAIN LAKE LEFT GX-1382 [GRAPHEX 16th 36'-5q' I 25'-101' 7'-11' w'-6' A R7 � o B o J W g r Q `- N W O N o 4' 1 -6 7'-3 � R8' ' N 6'-41' 7-B ' ! 4 RB'-6' 816•-41 0 O tQ� t II 2 lL0 °i vOUc --1---L - --- L-- ---- --- -�_- 1 1'-7 W IC3 W w 3 v mo m — `--_ J Cp W 0 T— m A !1 R8'-6' < v J H F F 3'-4" 1 71' 3'-5 W o m v x W d a m d Q Naoe ,c '^ 3U y > Q RB'-6' 9'-9 10'-21' J Z c rn Z N 3 2 J 17'-2 20'-8' 9'-5 I5'-4 B-6' (�% H Q 0 N J Q A R7'-6 O N a 2 20 B Op Ua B'-7#• J Z RB'-6' p 5-5�' R7'-6' F- Q 2 11' 29'-91' 2 � a RB'-6' 22'-112' N N j ------- --- ---------- ---- ---------- 27'-11 20'-5 4l'-9 j' RB'-6' 15'-!j' RB'-6' 28'-2 24'-54' 15'-11i' R8'-6' p R7'-6' 12'-toil 24'-4' C 36'-5j' 18' x 36' MOUNTAIN LAKE LEFT 1 i•s � r. t l�If !n �n7P pI1n rt11 pl In and 1 .�f SI Ind sb•to- I •vs 1 ''w,ttl a toru„x Y R,a f uildin 1 m Is n and .�PPiwati" Permit. m trr. r 'r ion:Z �+� —_`— :.•� �F.ned �}�.diul autpl!rrtl TTrie P13�_� -- `_,2 +� I! ePProved sublcr.t to —_and ordinances I ` '—J..r comviir.,l with. regu7a.ln$ bI.:IWnj efw11 be liil.w P..: •IL panoJd+y ,r;�auof;t:}, 4o0 a 1tlonWly Approv 04 swaueurf it l Ja taN1 uowpfj:3 09; cl LlWlding Inspectct 1, }. G.A to 19"No, fPIRt': p ,� c. i :•urt Pug uoNejllddv t —�.•..�..,,,.�� .buepU.,: n' r.,-.�,�;,}p1 PwPflnfl n !4: ea IIgV7 e7 sa:.,,o y•ns (,ue sme vl t"ng* '90 1 e3e75 put, Rutq;lrr Nul! ,;,I Il° ."4JHt 1 PI'^ Unld("eq c puc U^I. ! ul G>ia is eWswyuJur tgrM oq 07 sul,,_..11P it lh:•.;,. 7 h•- nj 1 4 DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT PERMIT# Application is hereby: TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT APPROVED 1540 SULLIVAN AVENUE Bldg.Permit# & 11 10 644-2511 ext. 230 Date Buildi g Ins �to, Application must be printed or typed FEE SCHEDULE rYe—na—ntDesignation Location of Job: $0-$1,000=$13.00 Street--' Lot No. Over$1,000= $13.00 per$1,000 or any fraction thereof Apt.No. APPLICANT k'&'0 K,J Q #�-)0/ APPLICANT ADDRESS 1 / �[l A) APPLICANT PHONE W N $ OWNERC2 � �q< OWNER ADDRESS °'�-- a , Vd7 -b Ce - Oe OWNER PHONE C ESTIMATED COST$ Orb U .� IS THIS A CONTRACT COST? (r res 13 No L� �G FEE ENCLOSED$ `I TYPE OF JOB: dSOR.Cp New Installation 0 Alteration/Addition/Repair Revised 8/99 APPLICATION FOR PLUMBING PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? ❑ YES WNO SIDENTIAL ❑BUSINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY ❑MERCANTILE FARE USE AND OCCUPANCY ❑EDUCATIONAL ❑INSTITUTIONAL ENGINEER'S NAME PHONE ❑FACTORY ❑ STORAGE ADDRESS ❑GARAGE ❑MDCFD USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION �� 4 SIZE OF MAIN DRAIN NO.OF TOILETS STYLE � y NO.URINALS STYLE NO.OF BATHTUBS NO.OF SHOWERS NO.OF LAVATORIES NO.OF CONDUCTORS SIZE NO.OF STACKS SIZE AREA OF ROOF NO.OF CATCH BASINS NO.OF FLOOR DRAINS NO.OF OTHER FIXTURES KIND ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY A WINDOW ❑YES ❑NO SIZE OF WINDOW IF NONE C.F.M.OF VENTILATOR SIZE OF DUCTS SEWER OR SEPTIC TANK SIZE OF WATER MAIN SIZE OF WATER PIPING&RISER WATER HEATER: TYPE MANUFACTURER DESCRIPTION OF WORK 4�s e�/� S�g sa��/ �& 4 -1-4 /� Cc �Q 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. G ( CONTRACTORS LICENSE NO. TYPE STATE/x SIGNATURE OF APPLICANT DATE Electric # APPLICATION FOR BUILDING PERMIT Plumbing# 27 Vintage Lane HVAC# Date: Sprinkler# 1000017 Estimated Cost $ n °% FINAL APPROVALS Building �D COMPLETE RED BOXED AREAS Permit Fee $ Occupancy Fee $ 14 Engineerin TYPE OF PRINT ONLY Eng. Insp. Fee $ Affidavit �TF ► SIGN ON REVERSE SIDE t a 0 Zri R ,�' o Total Fe.11)kl TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant ORIX, W I N Location of Work 3 4. Lot No. Applicant's Address 2.1 V 14 mk e L. j• Tel # o i' 0•6 22 Town s, W N os-� �Q- C Zip O��'1 Lic.#� 9QO-&0—(PqV Owner � � W r N` Architect Owner's Address 2-1 Vt N T14M% Architect's Address s, yJNOS12,, Zip Olot?"�� Zip - Sq. Ft.New Area: 1 st FI. 739 2nd FI. 3rd FI. Total New Area Purpose of this permit �GL-��+� 6%Q-4yu 0%1kT QL-O c'. ( S U C:,DJ City Water[ Well 0 Septic System Sewer❑ Ins: HO St. ert. Area Basement Garage Approved by �% Date Use Group 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 proper distance from all street lines,side yard lines,and required distances from all other zones and is located in which this building and its use is allowed. Signed I hereby apply for a Certificate of Occupancy for the work described in this application for the permit. Signed DO NOT WRITE BELOW HIS LINE INSPECTION COMMENTS INSPECTION FIELD SHEET 09/01/10 :Printed by Peart, Dayshell 11 10 32 INSPECTION: 28775 FOOTING PERMIT: STATUS: APPLICATION: 201000042 LOCATION: 27 VINTAGE LANE SOUTH WINDSOR PROPERTY ID: 92370027 OWNER: WING RANDALL C & DEBORAH L CONTRACTOR: DESCRIPTION: KLOTER FARM OUT BLDG.14X24 WORK ORDER: INSPECTOR: ROSE RESULT: N/A REQUESTED: SCHEDULED: COMPLETED: 09/01/10 UNPAID FEES 00 Date Time TIME TRAVEL ONSITE COMMENTS ALL INSPECTIONS: INSPECTED INSPECTOR RESULT INSP DESCRIPTION 09/01/10 ROSE N/A B002 FOUNDATION 09/01/10 ROSE N/A B003 FRAMING (ROUGH) 09/01/10 ROSE N/A B004 INSULATION 09/01/10 ROSE N/A B005 FIREPLACE / CHIMNEY 09/01/10 ROSE N/A B006 WOOD / GAS STOVE 08/27/10 DOUG PASS BO10 FINAL 09/01/10 ROSE N/A E001 ELECTRIC SERVICE 09/01/10 ROSE N/A E002 ELECTRIC UNDERGROUND 09/01/10 ROSE N/A H003 HVAC ROUGH 09/01/10 ROSE N/A P002 PLUMBING UNDERGROUND 09/01/10 ROSE N/A P003 PLUMBING ROUGH 09/01/10 ROSE N/A P004 PLUMBING GAS TEST 08/09/10 SEAL PASS Z003 CO PLANNING INSPECTION Electric # IFJ 9/ APPLICATION FOR BUILDING PERMIT Plumbing# 27 Vintage Lane Date: 3 HVAC # /l Sprinkler# 2 9 54 0 FINAL APPROVALS _ - - — - -- - - Estimated Cost $ 6 Building COMPLETE RED BOXED AREAS Permit Fee $ CAL' Occupancy Fee $ Engineering TYPE OR PRINT ONLY Eng. Insp. Fee $ r. for CO. ! (! Affidavit A � SIGN ON REVERSE SIDE � � PP - --- - - --- Total Fee $ /s/6'. TO THE BUILDING DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant •. C, 0A Location of Work —7 Vi i7 Lot No. Applicant's Addres ► Tel.# Town 450. ^ i� ; f Zip (')CcO-7f Lic.# /V7 Owner Architect Owner's Address Architect's Address Zip Zip Sq. Ft. New Area: 1 st FI. 2nd FI. 3rd FI. Total New Area 3�)5n Purpose of this permit (\Czx, City Water❑ Well❑ Septic Syste Sewer❑ Ins: HO SP Cert._ Area.3,&O Basement 16a,6 Garage 7 yIV Approved by rAk Date Use Group Construction Type e Revised W02 I hereby agree to conform to all the requirements of the Laws of the state of Connecticut and the Ordharxes of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specMcatlons of the Building for which this permit is asked,and agree that this bulking is to be the proper distance from al street Nees,side yard lines,and required distances from all other zones and is located in bxiilding and use Is Maud. Signed I hereby apply for a Certificate of pa for the wnbed in this application for the permit. Signed I' DO NOT WRITE B OW T LINE INSPECTION COMMENTS vocation of Job: AFFIDAVIT Additional Fee S 1 ,005. 00 State of Connecticut ss.South Windsor County of Hartford v� �1s Owner Of ` Agent for the building erected 2954V A 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 authorized un said permit di not exceed the most current accepted BOCA value of$_18 9, 3 3 9 . Signed 41-A— Subscribed and sworn to before me this day of A.D. / Estimated Cost S 12 2 ,4 0 0 . Difference: S 66 , 939. Notary Public Inspection / Approval Date By Appl Code Description Due Whom Code Comment ------------------------------------------------------------------------------- **-29540-B 100,000 BO1 FOOTING 05/21/03 CJD A BO1 FOOTING 06/05/03 JFF A WATERPROOFING ANEXTERIOR FOOTING DRAINS NOTIFIED CONTRACTOR E01 SERVICE 07/18/03 WNB A LEFT STICKER B03 FRAMING (ROUGH) 07/29/03 JFF A WITH CONTRACTOR NEED MICRO SPECS E01 SERVICE 07/29/03 JFF A WITH JOHN JACQUES OK TO RELEASE TO NU P03 ROUGH 08/05/03 JFF A WITH TIM OF IMPERIAL E03 ROUGH 08/05/03 CJD A B04 INSULATION 08/08/03 WNB A LEFT STICKER,NO CELLAR PO4 GAS TEST 09/23/03 JFF A LEFT APPROVAL STICKER B10 FINAL 10/06/03 WNB A WITH JJ **-11811-H 14,900 **-11288-P 3,000 **-18391-E 4,500 Total Est Value 122,400 Dwelling 3,050 153,262 50 Basement 1,620 24,300 00 Garage 744 11,160 00 Smoke Det 7 525 00 / BOCA Value 189,339 00 Difference 66,939 00 t U ' u� Ci NOTES 1. THIS MAP IS DEPENDENT ON THE MAP REFERENCED HEREDN. 2. PARCEL ZONED RR 3.UTILITY INFORMATION PROVIDED BY CONTRACTOR. CBB MAP REFERENCE: C97 TF:320.15 VDITAGE HILL$SOUTH WOOSOR,CONNECTICUT. PREPARED FOR TF:320): INV(65-N)-. 14.6 JACOUFSS CONSTRUCTION,LLC DATED 12-3-01 REV. TO 7-15-02 Lot #14 INV(B5"S)-. 14-9 INv(15"N):314.53 BY DESIGN PROFESSIONALS,INC INV(15"S):314.98 INV(18"E): INV(6"Vr)316.48 INV(18 W)314.5814.58 I I 367-87 -- -- -- 3 _ — ---S02.45'18"E.� — -s�$' 20 S. G./ ,/ - Rr 3� - I - Q 1 ' ` ' ` t1� I / v ��! �� � p i INV.317.27 Or- 34 l,J a I s�pr� O N 0-1 �y11' ' R lwT)3xl To �� N \\ I ZI LLJ2 r" ,b321.M N n< DO I O / '''/ 1 1` e• Wti0 i r 1 ) I - - -- - - - - _ 1 ze'M.e PCB17 N 1ll tM °�- "= ::'�' 1 TF:325.3 ' WA 11e�AA �e�' v% Wp INV.(15' :321. 3 10 ••INM1 •0e' ' 1 Lot #13 ' EL. I I INV.(18" W): 8.75 1 1 w V 63,091 S.F. �� fV DRAVEl OIeVC(TO UITe.aL-0-S/�C isW11 Z. I - . N �-^ 1.44 Ac. � ,. .sue» ."" 216. 0' -k VVV .. AREA TO BE DEEDED TO S01'21'57"E S01'21 57 LOT UPON ABANDONMENT OF I I PC816 J TEMPORARY CUL-DE-SAC TF'325.81 .3 PCB9 _ INV.(15"S):321.49 Lot #11 Lot #12 TF";3PB.17 INV.(15"N):322.37 IN V.:322.70 IN V.(15"W):319.44 INV.(18"E):319.19 THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE VATH SECTIONS 20-300b-1 THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES- 'STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIA QF'LAN SVRVEYORS. INC. 211S SURVEY CONFORMS TO HORIZONTAL ACCUR Y CL4JI�?J, ,-•�-.7 . ,tt 1 S I TO THE BEST OF MY KNOWLEDGE AND LIEF T111S(_MAg 144 CORRFiC�AS iN01Eb HE�E40N:• " . I t 12882 RICHARD P. M TEL UC. No. ILLSIatV[Y R1IV,0W AS-KAT 1.UNLESS OT SLERwIE NOTED.EIeSTINC UTILITY REVISIONS , Tel. 860.291•8755 Prepared for. SHEET LOCATIONS S sHO ARE BASED ON GRAPHIC SCALE Fox 860.291.8757 r AVAILABLE WORMAT1ON.ALL DRSTIN YTLITIES 4p 0 20 40 esign Viatsgre Hllls l�stites,, LLC LMATM M 1 SHOULD TI TIES A%RE PRIOR TO N THE FIELD Fj,,d ofeSSionaiS, inc. OF 2.ALL V E FIELD ARE I BE SORT R1 THE HELD BY LICENSED LAND SURVEYOR PRIOR TO Lot #13 27 Vi `_ e *��C ooNSTRucTIGN. ivil en6lnsers planner: • surveyors Lf;7 11..7 " / lIIlAg Lail t�A�+er. cwc •A]BA�o.:usD-r1 3.THS PUN IS INVALID UNLESS IT BEARS T11E 1 10/7/03 ADDED FND. h CURTAIN DRAIN DMG awRt39GN SEAL AND ORIGINAL SIGNATURE 1 inch 40 feet scape architects CI, •Cps OF THE PROFESSIONAL ENGwEEA/SLRVEYOR. N0. DATE DESCR/PITON BY 165 South Sotell:te Rood South W ndsor Connecticut 06074 WiNDSOR CONNECTICUT ek RPL ogre !0/J/a7 I lO 1,11 i u�t;+ yeti. IJ':• r:..rsU� This c.rti>i d t [ u.ls vl .-. ►wuue+ttons art trw coo" of trig vr„pusce a-wW—q or altegttons to arectod at 9 '// t/ / ,]n together with amendments ated in application and tiled with plan and I agree o comply with all sontng, •ailding and state laws and such orders as shall be South Windsorof(hued by the Building nrpartment during pendaney thls applicatiun and final issuance of a building BUILDING DEPARTMENT Permit. �lgnnd This plan is approved subject to he condition that orders and ordioanees regulatin building shall be w�pUed wlt'h Condltlanaily App►ovoi these, filed with eullding Inspector Clerb (4jLk CERTIFICATION OF ZONING COMPLIANCE Proposed building(s), use(s) and/or structure(s) as sh- on This plan appaar(s) to be in conf-,. ---e with current Sr :ith Windsor regu►al ,,l is. Variances and spe,aal exceptions may al:I--,v����X Date Zoning Enforcement Officer A P P R O V E D 1':3`NN Cr SOUTH WINDS OR ENGINE RING DEPARTMENT DAIS: Z SIG.: i I NOTES 1-THE PURPOSE Or THIS MAP IS TO DEPICT THE LOCATION OF A PROPOSED UNIXROtOUND POOL. 2.7HIS YAP IS DEPENDENT ON THE MAP REFERENCED HEREON. 3.PARCEL ZONED RR 4.vixny INFORMATION PROVIDED BY CONIRACTO. C87 7F:320.18 MAP RgEFtDKE Lot #14 INV(15-S}314.98 'IMPROVEMENT LOCATION MAP-RECORD AS BUU_T DEPENINENT 1NV(6"W)316.48 RESURVEY PREPARED FOR VINTAGE HULLS ESTATES.I I C.LOTF13•• 27 VINTAGE LANE-SOUTH VA NDSOR,COHNECTICIIT; DATE 10-3-0.3: REVISED THROUGH 10-7-03; SCALE 1"-40; PREPARED BY DESIGN PROFESSIONALS.INC. J 367 87' -- Q 2.45'18E - z o 20• S.Y. / �q p b 1 14:317.27 N / _ 111 R 121.10 I INV;318.00 7 ,3 In / / F LtJ CaSTW HOUSE LiJ I � HF:327.10 V Q f NN�� FF CAR:325,36 `� `% DO DO i� b UV` d N 1 U I ION cn W I �MNow" to t t Z Lot #13 1 J \ iN aArra deK(� wn CUM-o-SAC 6 MM t •� L` Z I 63,091 S.F. I 20• S.Y. _ 17 11.44 Ac. AREA TO BE DEEDED TO S01'21'S7"E S01'21 57 E LOT #13 UPON ABANDONMENT OF I I TEMPORARY CUL-DE-SAC 1C c Lot #11 Lot #12 ,`N `r. . Is CTic �• V% C ?72 THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE VATH SECTIONS 20-300b-1 7HRU 20-30015-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES- 'STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS. INC. THUS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. 70 THE BEST OF MY KNOMtFDC AND BELIEF. THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 12882 RICHARD P. UC. No. I�Ci1?iF RL9JtYC! Tel. 860.291.0755 Prepared for. 1.UNLESS OTHERWISE 110TND.EXISTW UMUTY REVISIONS Fax $60.291.8757 lOCAIx)HS As 9101N1 ARE BASED ON �.F� GRAPHIC SCAU SHEET SHMA 91E COI)VOW All.E)QS7O VTRJIIES ° 20 40 el �of esslona�S, Inca v&rage Hills Estates LLC � ► MAC 1 slalom BE N1E3D l VOWED B Plena r0 ti THERVCl10N. Z Au uTUTEs ARE W BE STAKED M IRE FEND T � ji �yq =` a-` OF BY S LICERUCT1 4.LAND SUNt\EYOR PreOlt m ■ p y jet T13 — b( Vintage Lane M4W BY! YNA .A]9 NO.:1tJ0-1J 3.THIS tIICTKMI 6 civil engineers• IanneN's . surveyors ocf aWRESSPON��RKAIAL ypu IJNU:SS IT� 1 inch =IHE40 feet ■ landscape archltacts• sls Cps 6 THE PROFES9aAL DKW*IER/SURVEVM NO. DATE DESCFZIP17CN BY 165 South Satellite Rood wa Sth W.dsor U Conneeeut 06074 SO H WRtD50R CONNECTICUT CAM Br. Wu VA 1C 10/V,, D NUV .t South Windsor BUILDING DEPARTMENT ;n�cc:rtti d that tru& plan snd sp*cifle4t,ons are jr,, s of t►e proposed building or alteratluns to L- .t�d at t':er with amcndrr..-rt t.:t,d in apphc2t lon a u d 'Itt pl•n and I :gr..? tic C,,-Ply w�rth ;i} zone. k South Windsor (ding t 5t ui and t-e oduri as shaend c BUILDING DEPARTMENT .,.this by tie ion and final issue during pendency - Ibis apphcution and final issuance of a buudtn: Signed _ O III, :I,n Is apovwe.d su!sect to the condition that t, end ,rdin3nces regulating building shall be 'I th. ':ondltionuily Approved These filed with Building Inspector Clerk p Y:.'E►:Sr,� =1"R. i„L1tN Jf Sf.::lfl NiVpiOF Tt is ee'ti Ned that t':i, and apaeifloatiens are tru• to _ No. "*i" of the propose baildld �FRTIFICATIO OF ZONING COMPLIANCE •� ^g or atteraUcns <� be 'nosed building(s), stn!eture(s) 12 I n 3o;ether with am Street endments seated in application end sl{,, 4^own on tr�.� pidn TJ�� ._r��') t,. be in 7fied with Plan and I agr.,c to compfy with all zoning, {, t .. t�,4 tullding and state laws and such orders of shall be L 'ormanee Wall CUn'@R _.f,•til J iii7dSor issued by the BuildingD<= Of thl partment during pendency r' 'ulations. Variances G,iu J� ��.. 1 t:x- ,,.ions arm PPlication and fnal issuance of N building r► .,-iy apply. .re S o4 > Thl flan is approved suDJeet to the condition that `__ orders and ordinances regulating building shall be complied with. Enforcement Officer Conditionally Approved These filed With AV y DuildinB Inspector -,- i t—� '- r, j- E' N S:Zt Date —_ Et i`:l�:Y 'I;1G D`PARYiACINT o. DATE:: I� o� SIG.. fConrr¢ACT�2 SfJo=� Coc,��� �=C.�rain� t/"IA RAM � C 10 CAJ,OT(-4 OF 6-1(- NOTES: 1. MS MAP IS DEPENDENT ON THE MAP REFERENCED HEREON. 2. PARCEL ZONED RR 3. UTILITY INFORMATION PROVIDED BY CONTRACTOR CBS MAP REFERENCE: CB7 TF:320.18 VINTAGE HRUS.SOUTH WINDSOR.CONNECTICUT. PREPARED FOR TF:320.18 INV(6"S):3314.6 JACOUES CONSTRUCTION.LLC DATED 12-3-01 REV. TO 7-15-02 Lot #14 INV(15"S):314.9 iNV(15'N):314.53 BY DESIGN PROFESSIONALS,INC INV(6"W) 648 INV(1B'E): 14.5a INV(6"W)316.48 IN�18'W)314.58 I I J 367.87��_. - a- 3 S02 45 18 _ - - r _ 20' S. G. -j a a -F� .000, p �ses% // INV:317.27 T f / 3C � \ 1111 We 2� tr - I , INV:318.00 7.31 \ I N O.. �' \ D O W. N IN\1 /mil-, .M I �N \ I ` I I - q •, �1` gyp• W 1•. r{ s ulsrr�nwar rtM �, - - - - - - - - - - ye• '' } ¢ L.LJ� ,e+ fN.NvI•� 1 n PCB17 N ¢ I I TF:325.3 W n ,. •�a���,'�" r; r FJ f I p INV.(15' :321. 3 T ,_ Y�11r+�`i,°�1OJ.t �•� • ;, f ' 11 Lot #13I INV.(18" W): 8.75 ta. � LL- 63 091 S.F. I iv oRAYa ORn[(To uNn ax-°-SAC a m � I Z wits►,_._"-» ; vi Ac e c. ,. ��,,�. •� 20' 's.y. - +--- »l Z reNw•t_... 156.00, 21 6. 0' ��- .� . N AREA TO BE DEEDED TO S01'21 57 E LOT /13 UPON SO1.21'S7"E ABANDONMENT OF I I I PCB76 TEMPORARY CUL-DE-SAC ` TF:325.81 Lot #11 Lot #12 TF:F:326.17 I N V.(7 5"N):322.37 I N V.:322.70 IN V.(15"W):319.44 I N V.(18"E):319.19 THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-360b-1 THRU 20-300b-2D OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES- 'STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUY AS ENDORSED BY THE CONNECTICUT ASSOCIATI01{QF LAND SyRVEYORS.INC. THIS SURVEY CONFORMS TO HORIZONTAL ACCURtff CL4=,Af,7J -. tL 1tt '! TO THE BEST OF MY KNOWLEDGE AND LIEF;THISI MAC}S!S}N�2TI`;A �COITR�C AS NOTED HEREON:- ' 12882 RICHARD P. M TEL LIC. No. Cfftyve f le9url y RIY.GRD AS-0ILT 1.UNLESS OTHERWISE NOTED.EXISTING UTILITY REVISIONS Tel. 860.291•8757 PA tOR LOCATIONS AS SHOWN ARE BASED ON GRAPHIC SCALE Fa: Bs0.291.8757 1��(► F� '" SHEET AVAILABLE IFIELD VERin All PRIOR TO UTILITIES 40 Q zD 40 eslg�■ Rnmie Hiff Fwatea, LLJD-RA LW A� MP s,�D BE TIES �Flm PRIOR TO CONSTRUCTION. rofessionals, inc. 1 2.ALL UTILITIES ARE 1n BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO �(�� OF CONSTRUCTION. civil engineers • planners • surveyors Lot #13 - 27 Vinftge 14ne er. ouc rr�Nvo.: Isso->13.THIS PLAN IS INVALID UNLESS IT BEARS THE 1 10/7/03 ADDED FND. k CURTAIN DRAIN DMG SEAL AND ORItlNAL SIGNATURE 1 inch = 40 feet landscape architects • gis •Cps SOUTH 1AlIHDSOR CONNECTICBri NPPH GA7L• 10/J/OJ OF THE PROFESSIONAL ENCINEER/SURVEYOR. NO. DATE DESCRIP77ON BY 165 South Sotell;te Rood South Wndsor Connecticut 06074 I r�II� ? �ooj South Windsor BUILDING DEPARTMENT V� '".CgVltw Mtlt IA�.N1• .1y afteftna" w.cw.eluo ... .. L. �7 Mc, Q Lr,,,, 013 toNw.tt+gt u.« nwe.ir►ew „r"';"'r tlw rt. .00w.�o. .�, .;w" M';,mil *"S .�.ro.1ft N«WWI off 1 e. of tab #vjljt Id Ift y W�t�t.M: .owekbn thM col"PI d � = Mall be cowM�� rr dye rttt Date RECEIVE1) OC T 0 7 2003 SONrh vy ENGINEERI VISED N pEpT G SITE COMPLIANCE CHECKLIST TOWN of SOUTH WINDSOR, CONNECTICUT 27 VINTAGE LANE LOT_#13 Reviewed By r5D E inee ) JACQUES CONSTRUCTION Date Reviewed /D o A rot i 67 RIDGE ROAD,SOUTH WINDSOR,CT Reviewed By (Planning BP #_29540_ Ph_#_432-1823 Date Reviewed Jo/�/j3 Approved/Denied Date Submitted 00/00/00 ***** FOR Hof O 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 1. Approved building permit plan ✓ 2. Finish grading per approved building permit plan 3. Site work; i.e. trees, shrubs, dumpsters, required parking 4. Utility location; 1 a. sanitary sewer/septic system b. foundation drain c� C. electrical & telephone d. water !/ e. r 45:ifi5 5. Sewer connection charge paid 6. Appropriate certification 7. Bonding 8. Planning & Zoning/ Inland Wetlands Considerations A. Lighting B. Signage Freestanding Wall 1 C. Fee in lieu of Open Space Sewer Permit No. Pav Exc # COMMENTS: 0"i,,, / N"t 5IdftAJ o� P1a•-. Status: cc'e� -(�)r wr'vx C_42 Pis"Je- N 2j Sou brivo- way Na t: ONSTRl�CT101V, LLB: �wr crrnu:neo 67 Ridge Roar 1,South Windsor,C'.l'06074 (860)432-182.3 Phone(860)432-2510 Fax Fax To: ,... _ Fax: Pagcs (incLcover)^ Phone_ Date:_ Re: CC: _ p ci s)l T00O OTMOO99 %V3 5C:tT 311E CO/LO/OT Oc-t-07-03 12 : 20P P_ 01 r October 7.2003 John Jacques Jacques Construction 67 Ridge Road South Windsor CT 06074 Re-Lot 13 Vin Cage Hills Dear Mr. Jacques We understand tbar you will need to enter on the property after clotAng to complete items such as the driveway,grading and sidewalks. 'Wc hereby give you pe.mission to enter on the property to complete all outstanding work after closing Siacercl , Dr.Randall wing Cc_ Town or S,mdh Wind or RECEIVED OCT 0 7 2003 SOUTH MNDSOR ENGINEERING DEPT. i00f� nTc77cenoo TVA CT-iT am nn_,w.nr 10/07/03 WE 14:24 lTX/RX NO 70391 ZOO z mucI'098 %vd sc:YT au c0/LO/OT RECEIVED SITE COMPLIANCE CHECKLIST MAY 0 1 20Q3 TOWN of SOUTH WINDSOR, CONNECTICUT SOUTH WINDSOR PLANNING DEPT.. 27 VINTAGE LANE LOT_#13 Reviewed By =b En eering) JACQUES CONSTRUCTION Date Reviewed $ ( 03 ppr�Plan�ni � 67 RIDGE ROAD,SOUTH WINDSOR,CT Reviewed By L BP_#_29540_ Ph_# 432-1823 Date Reviewed 5 Approv /Denied Date Submitted 04/30/03 ***** FOR BUILDING PE *** 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 y 3. Zoning Information - i.e. zone, open space, / floodway, street address y 4. Plot Plan at 1" = A-01 scale a. Subdivision reference, abutting properties, etc b. Easements of record c Lot description, bearings, building lines, / distances, area, etc t� d. Contours, existing & proposed, 1 or 2 ft interval where appropriate a Building location with dimensions. Elevations of proposed finish floor, garage floor & centerline of road at driveway 1C'D. f Elevations of gravity drainage systems, sanitary & foundation drain at the house and the street g. Tentative utility location (gas, water, electricy.p n system, etc ) v 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 A& Pra . ��= T'h�re sa Ge dr.�M & vi1�� t J1';,eJ Shirley Wilhelm -CRS Approval Confirmation: Request No. 251622 Page 1 From: <clpsvc@nu.com> To: <WILHEL@SOUTHWINDSOR.ORG> Date: 7/21/03 8:27AM Subject: CRS Approval Confirmation: Request No. 251622 Your approval of the following CRS Request has been successfully processed. CRS Work Request M 251622 House No: Lot No: 13 Street Name: rf VINTAGE LN Town Name: SOUTH WINDSOR, CT Inspector: JOHN COLLINS Approval Date: Jul 21, 2003 APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? ❑ YES ❑NO O RESIDENTIAL ❑BUSINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY ❑MERCANTILE FUTURE USE AND OCCUPANCY ❑EDUCATIONAL ❑INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE ❑ STORAGE ❑GARAGE ADDRESS ❑MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WEMNG METHOD SIZE OF SERVICE 70 o SIZE OF MAIN CONDUCTORS NUMBER OF METERS NUMBER OF DISCONNECTS AND RATINGS D NUMBER OF PANELS_� REMOTE DISCONNECT REQUIRED? ❑YES ;�(NO NUMBER OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK Lo ;2 U yl d el- 4 J-d `Tn r, C�41 //a MC! 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. ID 5S ?a �E CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT DATE 4 .3 DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT APPRO 1540 SULLIVAN AVENUE Bldg.Permit# Elate=1 � 644-2511 ext. 230 Building Inspector Application must be printed or typed FEE SCHEDULE Location of Job: a � ► htG $0-$1,000=$15.00 FTenant Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof gnation Apt.No. APPLICANT ?O S.1 APPLICANT ADDRESS o'7 W C I-r1 cif APPLICANT PHONE# 8 7 a a -1 G � O W N S F,q OWNER OWNER ADDRESS -7 e"R,� C) Ct ♦ �, OWNER PHONE C ;D ESTIMATED COST$ 41r0 O •4 d IS THIS A CONTRACT COST? )L Yes _No f �G FEE ENCLOSED$ TYPE OF JOB: SO R-Cod New Installation Alteration/Addition/Repair Revised 4/01//2002 DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: l42 L�'k BUILDING DEPARTMENT APPROVED` 1540 SULLIVAN AVENUE Bldg.Permit# L Z � 644-2511 ext. 230 � 15 Yd 4ate Bug Inspector Application must be printed or typed FEE SCHEDULE a Location of Job: $0-$1,000=$15.00 FTenant Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof gnation Apt.No. APPLICANT - 0, C APPLICANT ADDRESS S ) •C77 APPLICANT PHONE# ��k 2 C Ow N Se OWNER a OWNER ADDRESS -1 l o c OWNER PHONE 0 C - ESTIMATED COST$ 2±> L L IS THIS A CONTRACT COST? L.- Yes _No FEE ENCLOSED$ t� so TYPE OF JOB: SOR-CO� V New Installation _Alteration/Addition/Repair Revised 4/01//2002 1 APPLICATION FOR PLUMBING PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A , /' BUILDING PERMIT APPLICATION? O YES PTO 6 ESIDENTIAL U BUSINESS CURRENT USE AND OCCUPANCY U ASSEMBLY ❑MERCANTILE FUTURE USE AND OCCUPANCY ❑EDUCATIONAL ❑INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE ❑STORAGE ❑GARAGE ADDRESS ❑MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION SIZE OF MAIN DRAIN C� NO.OF TOILETS _STYLE NO.URINALS STYLE NO.OF BATHTUBS _ NO.OF SHOWERS�_ NO.OF LAVATORIES NO.OF CONDUCTORS�_ SIZE �j NO.OF STACKS \ SIZE 3 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 L9 YES U NO SIZE OF WINDOW 2_ IF NONE C.F.M.OF VENTILATOR SIZE OF DUCTS SEWER R SEPTIC ANK SIZE OF WATER MAIN 11 SIZE OF WATER PIPING&RISER 3Ak WATER HEATER: TYPE MANUFACTURER 3-��� DESCRIPTION OF WORK S1 A+m l2� '1-Tf NNE I ill; t , THEUNDERS16NEDHER Y APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND ISTO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. z-u32:Z�0� !R�, P- k Z�7 CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT DATE r DEPARTMENT DECISION APPLICATION FOR HVAC PERMIT TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT APPR 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 � � s��U D to v Building Inspector Application must be printed or typed FEE SCHEDULE Location of Job: 2 (3 $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT MICHAEI_ J)EL,AcSC-Z> APPLICANT ADDRESS J>FtZ-,0 A11L 1QC, -'curl+ w1NDscyZ ST o6a�4- APPLICANT PHONE# S(c0.L$Z . O S 1/ N S`r OWNER q� OWNER ADDRESS (-7 (ZID6E_Rb S•W MDSM,C7 0 �, OWNER PHONE S&O . 43 7- , (a Z3 C = ESTIMATED COST$ j Lfr 9 CM -- ' U IS THIS A CONTRACT COST? Ow- Yes _No FEE ENCLOSED$ �S 5' O�� TYPE OF JOB: OR'C New Installation _Alteration/Addition/Repair Revised 4/01//2002 APPLICATION FOR HVAC PERMIT (Continued from reverse side) TYPE O YSTEM: TYPE OF BUILDING: AJ-IEATING ❑RESIDENTIAL A/C ❑COMMERCIAL ❑VENTILATION ❑INDUSTRIAL HEATING ❑ STEAM LOW P US URE LIMIT LBS. HIGH PRESSURE LIMIT LBS. ❑HYDRONIC ;2F ARM AIR ❑UNIT RADIANT HEATER EXISTING RADIATION ADDITIONAL RADIATION TOTAL RADIATION DESIGN TEMP. OUTSIDE U OF INSIDE -?�- °F DIFFERENCE�°F TOTAL HEAT LOSS(BTUH) F(HEAT LOSS SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL HEATING EQUIPMENT(INCLUDING MAKE&MODEL NO.) GROSS HEATING CAPACITY(INPUT—BTUH) (2- NET RATING(OUTPUT—BTUH)11S-,.A Z.J TYPE OF FUEL ❑OIL—GPM OIL TANK LOCATION :❑INSIDE❑ OUTSIDE CAPACITY ❑GAS—INPUT LPG TANK CAPACITY ELECTRIC—KW AIR CONDITIONING DESIGN TEMP.OUTSIDE OF INSIDE ?O °F DIFFERENCE °F TOTAL HEAT GAIN(BTUH) (HEAT GAIN SHEET MUST ACCOMPANY APPLICATION) DES �E ALDOWG EQUIPMENT(INCLUDING MAKE&MODEL NO.) TONNAGE S COOLING CAPACITY(BTUH) (00 czz�, 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. 304!f1 / p-1 e? CONTRACTORS LICENSE N TYPE STATE SIGNATURE OF APPLICANT DATE g 03 27 VINTAGE LANE HVAC LOAD ANALYSIS for ........................................ ........................................ ........................................ ........................................ ........................................ ........................................ ........................................ Prepared By: Michael Delasco Delco Air,Inc. 11 Sea Pave Road. South Windsor,CT 06074 (860)282-M I IIfNAC=Rill lil i LIyI�t Ceiii�niroW}NAP #00 PrOJFSM; ! e- i 0" a iuc: p!'l! D!A!!!4 !#R. . ......................................................... ........... . .... .......................................................... .....�apse�.:w►:does::............::::::::::::::::::::::::::::::::::Anal►»st:::::::::: .................................................... ....... Pr! JW..4LommarY: ::::::: Project 2 Vintage Lane Company: Del co,AK Inc. Client RepresentatNe Michael Delaeco Address: Address: 11 Sea Pave Road. City: City: South Windsor, CT 06074 Phone: Phone: (800)282-0811 Fax Fax (860)528-9690 Comment DesTn Data Project Name: 2 Vintage Lane Reference City: Hartford, Connecticut Daily Temperature Range: Medium Latitude: 41 Degrees Elevation: 19 Feet Elevation Sensible Adj. Factor. 1.000 Elevation Total Adj. Factor: 1.000 Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum. Dry Bulb Difference Winter. 7 N/A WA 72 WA Summer 88 73 50% 75 33 Chi6k:plgures Total Building Supply CFM: 2619 CFM per square foot 0.701 Square feet of room area: 3,736 Square feet per ton: 827.292 Total heating required with outside air: 152,507 Btuh 152.507 MBH Total sensible gain: 41,217 Btuh 95 % Total latent gain: 2,134 Btuh 5 % Total cooling required with outside air. 43,351 Btuh 3.613 Tons(based on sensible+latent) 4.516 Tons(based on 77%sensible capacity) .................... Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. •� ti�r !!!mY .. .!7.... . .. . . . ......... ............ ......... . ............ .......... ............ ............................ ............. ............................ :..liadspk�iiid..MA.Q10la: :A1.b�]9!. ........................................................ :TOW 001004Q1Mlllr Y:LV.*du:::: : Component Area Sen. Lat Sen. Total Description Quan Loss Gain Gain Gain_ 3D Window Double Pane Low Emit Wood Frame 258 6,055 0 4,541 4,541 11A Door Metal Fiberglass Core 21 403 0 99 99 13H Part R 19+ 1/2"GypsumBoard(R-0.5) 2,537 4,946 0 1,218 1,218 16A Ceiling No Insulation 1,972 76,780 0 24,991 24,991 16G Ceiling R-30 Insulation 1,764 3,784 0 2,154 2,154 19A Floor Over Basement/Encl Crawl Hardwood No Insulation 1,972 19,996 0 0 0 Subtotals for structure: 8.524 111,96 0 33,003 33,003 4 Active People: 0 0 0 0 0 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 0 0 Lighting: 0 0 0 Ductwork: 0 25,418 0 6,870 6,870 Infiltration:Winter CFM: 211.7, Summer CFM: 94.1 279 15,125 2,134 1,344 3,478 Ventilation:Winter CFM:0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 41,217 Temperature Swing Multiplier. X1.00 Building Load Totals: 152,50 2,134 41,217 43,351 7 ............................... ChftV Figufea:::::::::: Total Building Supply CFM: 2619 CFM per square foot: 0.701 Square feet of room area: 3,736 Square feet per ton: 827.292 Bulid[ng Loads;::::::::: Total heating required with outside air. 152,507 Btuh 152.507 MBH Total sensible gain: 41,217 Btuh 95 % Total latent gain: 2,134 Btuh 5 % Total cooling required with outside air. 43,351 Btuh 3.613 Tons(based on sensible+latent) 4.516 Tons(based on 77%sensible capacity) Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. 1 .... ................ ....................... IWVAC:RNi¢Mtl�!i L�ijldCen hl MM �:i ds:l!royrini;.........; lNfi ipilwai�. r!lePn!!!!�, . . . ........ ::w.asproyr.�.:w►:does ............ .I #..r:L',wsi;.... Room Length: 42.0 Feet System Number. 1 Room Width: 42.0 Feet Zone Number. 1 Area: 1,764.0 Square Feet Supply Air: 1,000 CFM Ceiling Height: 8.0 Feet Required Vent AIr. 0 CFM Volume: 14,112.0 Cubic Feet Actual Winter Ventilation Air. 0 CFM Number of Registers: 8 %of Supply: 0 % Runout Air. 125 CFM Actual Summer Ventilation Air. 0 CFM Runout Duct Size: 7 Inches %of Supply: 0 % Runout Air Velocity: 468 Feet/Minute Actual Winter Infiltration Air. 212 CFM allot. Design Loss: 0.100 In.wg/100 Ft Actual Summer Infiltration Air. 94 CFM allot. Actual Loss: 0.126 In.wg/100 Ft Item Area -U- Htg Sen. Cig Latent Sen. Description Quantity Value HTM Loss HTM Gain Gain N-PART-13H 42 X 8 255 0.060 1.9 427 0.6 0 122 E-PART 13H 42 X 8 336 0.060 1.9 655 0.5 0 161 S-PART-1 3H 42 X 8 336 0.060 1.9 655 0.5 0 161 W-PART 13H 42 X 8 336 0.060 1.9 655 0.5 0 161 N-GLAS-3D 2-P 0-0 S-1 100%S 12 0.361 23.5 282 17.6 0 211 N-GLAS-31)2-P 0-0 S-1 100%S 27 0.361 23.5 634 17.6 0 475 N-GLAS-3D 2-13 0-0 S-1 100%S 42 0.361 23.5 986 17.6 0 739 UP-CELL-16G DARK 42 X 42 1,764 0.033 2.1 3,784 1.2 0 2,164 Subtotals for structure: 3,103 8148 0 4184 Infiltration:Winter. 211.7, Summer: 94.1: 81 186.72 15,125 16.593 2,134 1,344 8 Ductwork: 0.200 4655 0.200 0 1106 Active People:230 lat/per, 300 sen/per. 0 0 0 Inactive People: 150 lat/per,250 sen/per. 0 0 0 Appliances: 0 0 Lighting 0 Sensible Gain Total: 6634 Temperature Swing Multiplier. X1.00 Room Totals: 27,928 2,134 6,634 sE c »roW>►nuurL: :.... . ..................................... ItNidMNa1.. :....::...................... ►in+:::.....::::.. ::Qlffi .w.. Y IIoj�?�1 .. ..... ... ........ ............ ........ ............ .......... .. AM.M sic ... ..... .. .......... ..... .... .... ... ... ... .. .. .......... ... .. .. . ... .. .. .... .... ... ... .. . .. ...... ........ ..::::.:.:....................................... ....disi ............ c c c::: ...t .......................................... Det ±eq:Ro!o.t:l�a�id :::::::::: ............ ... .... . ... :2 Room Length: 58.0 Feet System Number. 2 Room Width: 34.0 Feet Zone Number. 2 Area: 1,972.0 Square Feet Supply Air. 1,619 CFM Ceiling Height: 8.0 Feet Required Vent Air. 0 CFM Volume: 15,776.0 Cubic Feet Actual Winter Ventilation Air. 0 CFM Number of Registers: 13 %of Supply: 0 % Runout Air. 125 CFM Actual Summer Ventilation Air. 0 CFM Runout Duct Size: 7 inches %of Supply: 0 % Runout Air Velocity: 466 FeetlMinute Actual Winter Infiltration Air. 0 CFM alloc. Design Loss: 0.100 In.wg/100 Ft Actual Summer Infiltration Air. 0 CFM alloc. Actual Loss: 0.125 In.wg/100 Ft Item Area -U- Htg Sen. Clg Latent Sen. Description Quantity Value HTM Loss HTM Gain Gain N-PART 13H 58 X 8 266 0.060 1.9 519 0.5 0 128 E-PART 13H 34 X 8 272 0.060 1.9 530 0.5 0 131 S-PART 13H 58 X 8 464 0.060 1.9 905 0.6 0 223 W-PART 13H 34 X 8 272 0.060 1.9 530 0.5 0 131 N-DOOR-11A 3 X 7 21 0.590 38.3 403 4.7 0 99 N-GLAS-3D 2-P 0-0 S-1 100%S 56 0.361 23.5 1,314 17.6 0 986 N-GLAS-3D 2-13 0-0 S-1 100%S 18 0.361 23.5 422 17.6 0 317 N-GLAS-3D 2-P 0-0 S-1 100%S 80 0.361 23.5 1,877 17.6 0 1,408 N-GLAS-3D 2-P 0-0 S-1 100%S 23 0.361 23.5 540 17.6 0 405 UP-CEIL-16A LIGHT 58 X 34 1,972 0.599 38.9 76,780 12.7 0 24,991 FLOOR-19A 34 X 58 1,972 0.312 10.1 19,996 0.0 0 0 Subtotals for structure: 5,416 103815 0 28819 .5 Infiltration:Winter. 0.0, Summer. 0.0: 198 0.000 0 0.000 0 0 Ductwork: 0.200 20763 0.200 0 5764 Active People: 230 lat/per. 300 sen/per. 0 0 0 Inactive People: 150 IaVper, 250 sen/per. 0 0 0 Appliances: 0 0 Lighting 0 Sensible Gain Total: 34583 Temperature Sving Multiplier. X1.00 Room Totals: 124,57 0 34,583 9 ::::::::::::::::::::::: :::::::: ':• ::.�. �:• ....... . . .. .. ..... ......... . ............ ......... ............ ............................ : ...... o .ia.:w►:does: . .ter. : .p. ....... .............. ............... ... oomi 0....................................... .?Ow$v ►.RwpoMa: :::..... .......... .. .. .... .. . .. . ..................... :Syst�m#t Racain.i:aad 8umaaa .......... ft ft Run Run Clg Clg Clg Zone Clg Air Room Area Sens Nom Duct Duct Sens Lat Nom Adj Adj Sys No Name SF Btuh CFM Size vel Btuh Btuh CFM Fact CFM CFM —Zone 1- 1 Upper Level 1764 27,928 1,000 8-7 468 6,634 2,134 1,000 1.00 302 1,000 System 1 Totals 1764 27,928 1,000 6,634 2,134 1,000 302 1,000 Main Trunk Size: 16x12 in. ..�y.�..�..w.f.../..�../.�.�.�.�...t�..........1.N...Q....M....................... Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 0.731 76%/24% 6,634 2,134 8,768 Recommended: 0.773 77%23% 7,144 2,134 9,278 �.:: L OfIr1l�fQi Wes,.4 f: � ! i i1K. ::::::::::: tow:: ................. ......... . .. . . . ......... ............ ......... ............ ......... ............ ............................ gl�.... . :clAliiit ..W1:G10M::i: ......Spbl/Mld.:. ....................................................... ROOM nr iZ Room:Lasd.4umm Syst!. spy Htg Htg Run Run Cig Clg Clg Zone Clg Air Room Area Sens Nom Duct Duct Sens Lat Nom Adj Adj Sys No Name SF Btuh CFM Size Vei Btuh Btuh CFM Fact CFM CFM —Zone 2- 2 Lower Level 1972 124,579 1,619 13-7 466 34,583 0 1,573 1.00 1,573 1,619 System 2 Totals 1972 124,579 1,619 34,583 0 1,573 1,573 1,619 Main Trunk Size: 20x14 in. ...... ................. ..... .......................... .Y .....?I :�941�1}�$SI+F� t!�1t .......... Cooling Sensible/Latent Sensible Latent Total Tons Spilt Btuh Btuh Btuh Net Required: 2.882 100%/0% 34,583 0 34,583 Recommended: 3.743 77%n3% 34,583 10,330 44,913 NOTES. 1.THIS MAP IS DEPENDENT ON THE MAP REFERENCED HEREON. Z PARCEL ZONED RR MAP REFERENCE: VINTAGE HILLS.SOUTH 1NNDSOR, CONNECTICUT. PREPARED FOR CBS JACOUES CONs1RUCTION.LEG DATED 12-3-01 REV.TO 7-18-02 CB7 TF:320.18 BY DESIGN PROFESSIONALS, INC TF:320.18 Lot #14 INV(6"S):316. INV(6"N):316.48 INV(15"N):314.68 INV(15"S):314.95 INV(18"E):314.53 INV(6"W)316.48 INV(18"W)314.58 11 1 ,-' 367.87 _ _ -- .. -- 3 — S02 3: i J t - r' \ o_ l '�O /� '�' NT1e� O O l �I: Ln / ' `x ` xm� 0O W a l 1 1 D"V(D lI V/ I I Wl:2r it 1 1 W N 1 1 N N I PCB17 I TF:325.3 w I I 1 or INV.(15" :321. 3 Lot #13 �? l INV.(18" W): 8.75 LL. l I 63,091 S.F. v LV OMVEL DILIVE(TO AM UNTIL QII-0-SMC R MITI I 1.44 Ace, 20' S.Y., +--- X.9 l \ _ ,,_ 216. 0' �•�•�=- " AREA TO BE DEEDED TO S01'21'57"E S01'21 57 E LOT #13 UPON ABANDONMENT OF PCB16 TEMPORARY CUL-DE-SAC ` I ' TF:325.81 PC89 INV.(15"S):321.49 Lot #11 Lot #12 TF:325.17 INV.(15"N):322.37 IN V.:322.70 I N V.(15"W):319.44 INV.(18"E):319.19 THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-30015-1 THRU 20-30015-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES- "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS. INC. THIS SURVEY CONFORMS TO HORIZONTAL AC 10 ST OF MY KNOWLEDGE AN UEF. THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 12882 RICHARD P. MARIEL UC. No. pff"Veff RL'S1RVJ•Y Rr6ZW AS-A LT 1.UNLESS OTHER111SE NOTED.EXISTING UTILITY REVISIONS GRAPHIC SCALE Tel. 860.291•8757 Prepared for. Fox 860.291.8757 ® � SHEET LOCATIONS As DVERVIN ARE BASED ON ,I I I I e$'gnSHOULD Vintage Hllls Estates, LLC L®CAIM MW 1 AVAILABLE INFORMATION.ALL EXISTING UTILITIES TI FIELD RE TO B STARIORKED D N THEtIEL,ON. rofessionals 2 ALL UTILITIES ARE TO BE STAKED IN THE FIELD Inc.BY A LICENSED LAND SURVEYOR PRIOR TO c 3THIS PPLM iS INVALID UNLESS IT BEARS THE civil engineers • planners surveyors Lot �13 - 27 Vintage Lme DRAMN Or DW ..CLB NO_• IIJO-1J OF w OIm FPRESSI THE OFSEsarAND ORIGINAL RIENG �SIGNATURE N0. DATE DESCRIPDO'N er 1 inch = 40 feet � landscape architects • gis .gps 1 165 South Satellite Road South Windsor Connecticut 06074 SOUTH WINDSOR CONNECTICUT NY. MW OAIE 10113/03 Souti, lti'i,i�l gar BUILDmu DEPAR T IIJENT Thlscertifi•d oopics o/ t!le,prop� r 'urm ~� `'• qt f i���"�i{" pll;� amrnymen• r t .r, ...star tia,n an• fi jllldl LC P GLiS .I aL;: ,� [�uR•Y 1, Zoning . IWi4xdL rby Ifi9i`' 'r�IS�A,.�u� li,�,�,F.:n s as sha❑ bt 6 tVIIS (I?>;Y,•a>•}F•-fig ` d"clad pendency } ifs tp*1'�R': i%ce Of • buDdlnd 1,k Club , proved ap sut;ect to the condrflnn that � f4 Ordordi lances reguldund bulldInl •hail be S.9m9:rllyd Hllh, trOn0lt(onollY Approved 'These }fled with BN 1alms inspeeteg G CIrr1 Patq SELECT FILL: \ ° �1 Y S X0 N� W AYL L 0.5' Min, MANHOLE EXTENDED TO GRADE S 4 0 6 N 6' 0 T L> \ 1. THE FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN THREE (3) INCHES. (REauIftED W FILL OVER TANK EXCEEDS,2') ` - - 2. UP TO 45% OF THE DRY WEIGHT OF THE REPRESENTATIVE SAMPLE MAY BE MANHOLES RETAINED ON THE /4 SIEVE (THIS IS THE GRAVEL PORTION OF THE SAMPLE). / \� \ / J16 6 . 0 3' I \,� 3. THE MATERIAL THAT PASSES THE #4 SIEVE IS THEN REWEIGHED AND THE SIEVETV ANALYSIS RESTARTED. J6, 4. THE REMAINING SAMPLE SHALL MEET THE FOLLOWING GRADATION CRITERIA: z \\� \ INLET S `] `^- SIEVE SIZE: X PASSING: 7t , � OUTLET(PATH FILTER) / \ q. 1 _- 100 /\ \ #0 100 _ 50(SEE NOTE BELOW) lr OUTLET BAFFLE �- 322 T 2 1 \ 31 .29 (TOTAL) 1 Min. I \ Filter Fabric �� D _ 5 INLET BAFFLE PROPOSED , I ® \ , , CONNECTION AT MID DEPTH Q F R 0 P 0 S E D 15 , INV: 318.42 / \��\ I / 12 NOTE PERCENT PASSING THE IF SIEVE CAN BE INCREASED TO 1/3 REQUIRED GAS DEFLECTOR WIDE HEDGEROW // M -N D \ NO GREATER THAN 75% IF THE PERCENT PASSING THE 00 SIEVE \ / DOES NOT EXCEED 1OX AND THE #200 SIEVE DOES NO EXCEED 5X 2/3 REQUIRED CAPAg1Y IN 1' Broken Stone CAPACITY IN SE THE RESPONSIBILITY FOR THE PREPARATION OF A LEACHING AREA UTILIZING FlRST�ARTM�r cor�PARTMENT E_A S E M E N T / R= 21 " \\P�,� � _� �\ or Screened / TP105 ( 1 ' *SELECT MATERIAL IS THAT OF THE LICENSED INSTALLER. THE INSTALLER SHALL -' 8 \\�$ Gravel TAKE THE NECESSARY STEPS TO PROTECT THE UNDERLYING NATURALLY OCCURRING I I \\ \ \ SOILS FROM OVERCOMPAC110N AND SILTATION ONCE EXPOSED. LENGTH NOT GREATER THAN 4 TIMES WDTH OR DEPTH / 18' min. 4'-0 I 6' Min \ p 9 PERCOLATION TEST, 2A TWO COMPARTMENT SEP11C TANK ' I \�'�`\ 5 I \ • I - -- 4'-0' min, -`"-� GROUND WATER NOT TO SCAU DEPTH OF PERC. HOLE: 30 INCHES LL.1 , ` J LEDGE TIME READING CALL. RATE 4 10 C� z ` I Min. 6" Cover � ` , ` �� Typical system 0 � l � ` \ \ � 72 LF N 12" (MINUTES) (INCHES) (MIN/INCH) Select Fill Mot. f O -1t0 , • ^ \ \ � GALLERIES 10:36 17.25 --5--� s' Top of Q6 ; I �� \ ` BOTTOM: 320.70 TYPICAL LEACHING GALLERY - • embankment 0 P 2 A \ \ `\ TP 104 ` � I N V: 321.24 �-/ \ CONSTRUCTION 10:41 20.0 1.8 "• �. -.. . : ,:... �- 1 NOT TO SCALE Original Grade O \ \ I \ �L TOP: 321.70 10:46 21.5 3.3 \ \ Original Grade UD 72 LF &ILLER 12GRADE: 322.2 10:51 22.5 5.0 I. IVC. C4• Minimum18" Minimum \ =N NOTES: 10:57 23.75 4.0 Common Fill BOTTOM: 320.70 \ \ R_ \ Shall be select Lot #11I \ 11:03 24.75 6.0 Maximum Groundwater material if desi noted I \ INV:V: 321.24 ` \\ 1. THE BUILDING LOT SHALL BE LOAMED, SEEDED, AND MULCHED Elevation as reserve area) �. TOP: 321.70 Ledgerock WITH STRAW PRIOR TO ISSUANCE OF C.O. (IF THE SEASON DOES 11:10 25.75 7.0 GRADE: 322.20 \ W NOT PERMIT SEEDING, THEN THE LOT MUST BE STABILIZED WITH ,.� V(\ \ SI LT FENCE STRAW OR EROSION CONTROL NETTING TO PREVENT WINTER AND' 11:25 28.0 6.7 \ N \O`\ iv CO SPRING EROSION.). PROPERLY INSTALLED EROSION AND SEDIMENT MINIMUM SEPARATING DISTANCES ABOVE LEOCEROCK AND GROUNDWATER \ PROP. D-BOX \ O TYP.) N P ACE TO CONTROL ANY EROSION ANO \ ICONTROLS MUST BE I L AND EXTENT OF FlLL � INV (IN): 321.24SEDIMENTATION PROBLEMS. THE BUILDER/OWNER IS RESPONSIBLE N.T.S. FOR ALL STABILIZATION REQUIREMENTS. PERCOLAT10N TEST: 10 Filter Fabric ,INV (OUT): 321.24 2. ROOF LEADERS TO DISCHARGE TO SPLASH PADS. DEPTH OF PERC, HOLE: 20 INCHES (Wrap Optional) \ ` ` 85�\LF N 4" PVC \ \ � \ LNG C Topsoil I S=0.5% 5 F - 4" P \ ` TP 3 \ 3. ALL ROADWAY UTILITIES ARE TO BE INSTALLED IN COMPLIANCE TIME READ ALC. RATE � cL, VC \ INITH THE APPROVED "VINTAGE HILLS" SUBDIVISION PLANS. (MINUTES) (INCHES) (MIN/INCH) �subsofi �` j \ \ - •6% 4. FINISHED GRADING AROUND THE HOUSE SHALL ALLOW A 3 INCH Perched Water� 18" Above Extended P-14 I P�5.2 DROP IN GRADE AT A DISTANCE OF 6 FEET FROM THE FOUNDATION 9.18 7.00 - t8• Above Hardpan \ \ \ Weeping 1 -10 mpi � � \ \ P=ND as SPECIFIED IN THE STATE OF CONNECTICUT BASIC BUILDING CODE. 9-23 7.50 1n_O �� \ \ .n KA = �I \ Lr"N_A 0-% - - - - -•-- -- - - NHordpon - \ IYI - 1 v L,1 - 2' Min. �� I 5. PARCEL ZONED RURAL RESIDENTIAL RR. 9:28 8.00 10.0 Q Lot #13 \ �.p R= 20 �6. HOUSE SEWER TO BE 4" I.D. EXTRA HEAVY CAST IRON HUBLESS PIPE 9:33 8.25 20.0 6" to 12" I I ` Otf1 �'AG\ I 00 ASTM A-888, OR APPROVED EQUAL AS SPECIFIED IN TABLE 2 OF THE a• Min. Collection Pipe , M\N, \�,\ �, N_ Lot #14 CONNECTICUT PUBLIC HEALTH CODE, LAID AT A MINIMUM SLOPE OF 1/4" PER LINEAR FOOT. 9:39 8.75 12.0 T f•-'1 S. F1 \ Z�j \ i2" to 18" 163,0917. TOPSOIL TO BE STRIPPED OFF PRIOR TO FILLING. FILL MATERIAL, 9:43 9.00 16.0 `\ �G �\ \ L0 IF REQUIRED, TO BE PERVIOUS, GOOD QUALITY AND CLEAN �� -v\ I I" TYPICAL CURTAIN DRAIN CONSTRUCTION \ o 1 .44 Ac. � \ �' N 12 FINE, SAND WITH LESS THAN 5% FINES, PLACED AND COMPACTED 9.48 9.25 20.0 N.T.S. � PROP. D-B \ \ c,•L � (� __ IN 6 LIFTS TO 90% DENSITY. FILL MATERIAL TO BE PLACED PRIOR TO \ Z N TRENCH EXCAVATION. NO TRAFFIC OTHER THAN TRACK DRIVEN EQUIPMENT 9:53 9.50 20.0 \ INV (IN/OU 21. \ \ o I 0 GALLERIES IS TO CROSS, DUMP, UNLOAD OR OTHERWISE COMPACT THE FILL 9:58 10.00 10.0 i I PROP. D-BOX �� �� \ \ �1 (o BOTTOM: 320.70 AREA AFTER TOPSOIL REMOVAL UNTIL 12" OF FILL. MATERIAL Lot #12 I INV IN: 321 .84 � �� \\ �\ �` INV: 321.24 2. STAPLE THE SILT INV OUT: 321.67 \ \ \ { TOP: 321.70 TO BE DUMPED AT THE EDGE OF THE STRIPPED AREA AND 10:03 10.00 1. SET POSTS AND FENCING TO THE SPREAD AND COMPACTED WITH TRACK DRIVEN VEHICLES. SELECT FILL TO MEET ANGLE POSTS EXCAVATE A 6•x6" SILT END OF THE POST I TECHNICAL STANDARDS OF THE STATE PUBLIC HEALTH CODE. 10:08 10.25 20.0 FOR STABLITY Posr UPSLOPE FROM POSTS. FENC:vG \ ` \ TP55 GRADE: 322.2 CA 8. SYSTEM AREA TO BE LOAMED, SEEDED, AND GRADED CLEANING.ANDS- - TO SHED SURFACE RUNOFF AWAY FROM SYSTEM. ?0:13 10.50 20.0 '� ea V ,1 ! S=0.5% ' V \\ INV: 322. 0 •\ \ al �� 10:18 10.75 20.o - ( \ \ �, /9. IT IS RECOMMENDED THAT THE HEALTH DEPARTMENT BE CONTACTED \ I I \ INV: 322.45 \ M=N D BEFORE ANY SITEWORK IS PERFORMED. 10:23 10.75 � \ • - \ 1 C . R=15„ 10. SOIL TESTING DONE BY DESIGN PROFESSIONALS, INC. 10:28 11.00 20.0 4 -< X 9 \ : 317.27 11. AS REQUIRED BY THE HEALTH DEPARTMENT, THE DESIGN ENGINEER 10:33 11.25 20.0 . ` / SHALL SUPERVISE STAKING OF THE SEPTIC TO ASSURE CONFORMANCE 3. ATTACH FILTER FABRIC TO 4. N C AN THE -� \ TO THE PLAN AND ALL REQUIREMENTS OF THE PUBLIC HEALTH 10:38 11 .. 20.0 FILTER THE WIRE FENCING AND EXTEND TRENCH AND COMPACT �0 \ 1500 GALLON FABRIC IT 70 THE TRENCH THE EXCAVATED SOIL. CODE OF THE STATE OF CONNECTICUT. \ � .� 17.:)O 6'� II SEPTIC TANK 10:43 11.50 ` BACKFILLED \ ` 1 2.00 I 1 2.1 7 r 12. ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH THE STATE OF CONNECTICUT DEPARTMENT _ 5.0 I\ (GRADE=323.60) J OF HEALTH CODE. ` ` I �I` III 2 83 o INV: 28 LF N 4" CI 0 { �3 o PROP. HOUSE iy�o S=2.1% J13. NO STORMWATER, GROUND WATER, COOLING WATER, OR MATERIALS CLASSIFIED AS HAZARDOUS 24� TOW= 32b. 00 /O - ARE TO BE DISCHARGED TO THE SEPTIC SYSTEM. TP - 251 r- \\ O 5 - 7 ARE DIFFERENT THAN AS DEPICTED ON THIS Depth Description Notes CONSTRUCTION OF SYI . dETIC FILTER BARRIER � C� \ FF= 327. 00 5.00 <F 0 TP56�� ./14. 11 IF SOIL CONDITIONS ARE ENCOUNTERED THAT p p _ M-N D PLAN, THE INSTALLER SHALL STOP WORK AND NOTIFY THE HEALTH DEPARTMENT AND THE 0-12" ropsoiVDk Brn Sandy Loam 0 GAR- 325.00 I �� „ DESIGN ENGINEER IMMEDIATELY. „ „ N I I 12"-2�1 LtBrn/Org Med-Fine Silty Sand 10 \ 5.33 rill a , R�12 .•� ,Hy-N A. ALL DISTURBED AREAS ARE TO BE LOAMED AND SEEDED OR PROTECTED BY SILT FENCE 21 -6 fill SEPTIC SYSTEM DESIGN (� I 1 .33 \ 11 .33 ,> c> .,,� , F AS SOON AS POSSIBLE. ` 11 .66 SEA'. DT Ledge: ND \ 11 .6 Ln � i o-V-J� /16. ALL GRADING IN THE AREA OF THE PROPOSED SYSTEM SHALL BE DONE TO DIRECT SURFACE g NO. BEDROOMS = 5 c8 I : 31 .9 / ��-� ' RUNOFF AWAY FROM THE SEPTIC SYSTEM. DT Water: ]D NO. LARGE CAPACIT�I� TUB/JACUZZI = 0 �-���- p4�' ` DT Mottling: i-ID 100 - 200 GAL. = 0 >200 GAL. = 0 O 11 .66 12.36 7. TRUCKS SHALL NOT BE PERMITTED ON THE FILL AREA AFTER THE FIRST 12" OF FILL HAVE DT Roots: 4811 c BEEN PLACED AND COMPACTED. REQUIRED TANK CAPACITY = 1500 QAL AREA TO BE DEE ED TO \ L � o,�IN PERC RATE = 10.1-20 MIN INCH ✓ '�� . ALL FILL MATERIAL SHALL BE PLACED AND COMPACTED TO 90% DENSITY PRIOR TO THE / LOT #13 UPON TP - 252 REQUIRED LEACHING AREA = 1050 SF A&A ONMENT OF EXCAVATION FOR THE TRENCHES. Depth Description Notes USE SYSTEM WITH EFF. AREA = 5.9 SF LF 1 - 324 • , / TEMPORARY CUL- E-SAC �, Q0 . T -r c HA FURNISH SUFFICIENT INFORMATION LOCATION & ELEVATION) TO 0-10 To soil/Dk Brn Sand Loam - \ I 20 S L RE T JI9. THE CONTRACTORs SHALL ( P y TOTAL TRENCH LENGTH REQUIRED - 178 LF THE ENGINEER FOR THE PURPOSE OF CREATING AN AS-BUILT DRAWING FOR THE HEALTH 10"-20" L.t Brn Fine Silty Sand FROVIDE: TOTAL TRENCH LENGTH = 208 LF R=55.00 �� DEPARTMENT. ��_ � `\ L-103.51 � �" � I w o 1 � EASEMENT I NI I FAVOR 20 6 Till TOTAL LEACHING AREA PROVIDED = 1227 SF - 20. ONCE THE TOPSOIL HAS BEEN REMOVED FROM THE AREA OF THE SYSTEM, THE CONTRACTOR I Tan=75.47 ���� ,l R=48,00 OF THE TOWN OF SHALL SCARIFY THE TOP 3 TO 4 INCHES OF THE ENTIRE AREA PRIOR TO PLACEMENT OF FILL. DT Ledge: ND I L� -107*49'54" �' L=37.59 `ST S OR SOUTH WINDSOR SCARIFICATION SHALL ONLY TAKE PLACE WHEN THE SOIL IS DRY AND UNSATURATED. DT Water: ND M•L•S•S• 10' EASEMENT���\ II Tan=19.82 pC += t' THE BOTTOM OF THE TRENCHES SHALL BE ADJUSTED AS NEEDED TO MAINTAIN A MINIMUM DT Mottling: ND _ IN FAVOR OF •• •• •• •• ,,•,, > l M ANTI-TRACKING PAD OF 18" TO MOTTLING, AND 48" TO LEDGEROCK. ANY ADJUSTMENT TO SYSTEM ELEVATION OR 11 HYDRAULIC FACTOR HF =54 \ t, =44 52 04 LOCATION MUST BE APPROVED BY ENGINEER AND HEALTH DEPARTMENT. DT Roots: 17 ( ) (DEPTH=20"/SLOPE=2.1-3.0%) YANKEE GAS I � � � --- -� a: 6"N2" STONE ON 22. THIS MAP IS DEPENDENT ON THE MAP REFERENCED HEREON. FLOW FACTOR (FF)=2.5 AND CL&P \ I �-` L FILTER FABRIC 23. BACKWATER PREVENTION VALVE WITH ACCESS TO SURFACE (NOT THROUGH CB) SHALL (5 BR) - 8714 42 BE PROVIDED ON THE FOUNDATION DRAIN. LEGEND PERCOLATION FACTOR (PF)=1.5 ; \ I �► 51-:8 ' ' -- TF: 24. LOT AREA INCLUDES TEMPORARY CUL-DE-SAC. 0 IRON PIN TO BE SET (PERC. RATE = 10.1-20 MIN./IN) ___ ----4 - TF: 320.18 - TEINPORAR1s; 4 2 `� r .' - INV(6"N): 316.48 - -300- - EXISTING CONTOUR M.L.S.S.=HF X FF X PF S 7 314.98 J25. THE BOTTOM OF THE CURTAIN DRAIN SHALL BE ADJUSTED AS NEEDED TO MAINTAIN A MINIMUM 00 PROPOSED CONTOUR CUL- DE INV(15 S): OF 24" TO THE HARDPAN. ANY ADJUSTMENT TO SYSTEM ELEVATION OR LOCATION MUST BE APPROVED = 54 X 2.5 X 1.5 = 202.5 LF AND HEALTH DEPARTMENT. x2s7.3 PROPOSED SPOT GRADE PROP. �4• SI 1='WA INV(6"W)316.48 BY THE ENGINEERE ••� •• •• SILT FENCE 287.3 EXISTING SPOT GRADE APPLICANT: REFERENCE NOTE: -F- PROPOSED END. DRAIN PC69 PR POSED UNDERDRAIN� � cB8 BOUNDARY AND TOPOGRAPHIC INFORMATION TAKEN FROM PLANS (6 PVC) JACQUES CONSTRUCTION LLC INV.: 3 . . r-• I INV(6" .18 „ INV.: 322.70 6 _WAY �� \ PROP. 12 WATER M \ __•_ INV(6"S): 316.98 ENTITLED VINTAGE HILLS , SOUTH WINDSOR, CONNECTICUT -G- PROPOSED GAS SERVICE 67 RIDGE ROAD PREPARED FOR JACQUES CONSTRUCTION, LLC, BY DESIGN PROFESSIONALS, -w- PROPOSED WATER SERVICE 1 FUTURE RIGHT-OF _ LAN E� INV(15N): 314.68 INC. DATED 12-03-01 REV. 7-16-02, SHEETS 8-11. SURFACE FLOW SOUTH WINDSOR, CT 06074 INTAGEHILLS Vlly TAGE INVO 8"E): 314.53 TELE: 860-432-1823 I SUBDIVISION PLAN G INV(18"W)314.58 z it x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 860.291•8755 IMPROVEMENT LOCATION PLAN PREPARED FOR: SHEET Z II II LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE m BE ORE ADTIOERIFIED PRIOR"TOUCONSTRUCTION SHOULD STATESURVE�CONOFORMS ITOTHORIZONDTALSED ACCURACY CLASSY THE EATI2UT ASSOCIATION OF LAND SURVEYORS, INC. THIS 20 GRAPHIC scaL>; 27 dONTQU LANE 20 40 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD es,gn � ine. VINTAGE HILLS' ES'TA T,�'S; LLC DGE AND BELIEF. THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 1 BY A LICENSED LAND SURVEYOR PRIOR TO rofessiona is CONSTRUCTION. IN SET ) DES/GN. JAS DRAWN JAS CHECKED. GBS■ _ IL�� �11� a �� �>ilm���� IL�Irn� 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 12882 1 inch = 20 tt. ! Civil Engineers • Planners • Surveyors • CIS JOB NO.: 1430 DATE,- 4-23-02 1 IMPRESSION SEAL AND ORIGINAL SIGNATURE RICHARD P. MARTEL LIC. No. OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY - 165 south satellite road • south windsor • connecticut 06074 DRAWING NO.: SERVER JOBS 1430:IPL0TPLAN 1430-13P � . z,,, ,kku.cYilliit.�`!l"a�eY,9f/ 7ffA ... ,{� �/�•I SELECT FILL: N /F , TH E R E S A G E D R I M _ \� 0.5 MIn, MANHOLE EXTENDED TO GRADE \1. _ )-y, X S X0 N� W AxL L 4 42. UPE FILL 0 45%OFL NOT THE DRYNTAIN WE GHTNOF THERIAL REPRESENER THAN THREE TATIVE SAMPLE MA I BEHES. (REauIREOIFFl ANHOLES OVER K EXCEEDS 12') o 4 0 6 6� 0 RETAINED ON THE 14 SIEVE (THIS IS THE GRAVEL PORTION OF THE SAMPLE). `) 3. THE MATERIAL THAT PASSES THE #4 SIEVE IS THEN REWEIGHED AND THE SIEVE - - - - � '\\ ANALYSIS RESTARTED. \� \ J16 6 . 0 3 4. THE REMAINING SAMPLE SHALL MEET THE FOLLOWING GRADATION CRITERIA: z 7 INLET- 1. -2 / \ SIEVE SIZE: % PASSING: 17 OUTLET(Y11TH FILTER) / V \ #4 100 #10 70 - 100 ' 1' Min, \ Fitter Fabric #140 10130 0 _ 500 (SEE NOTE BELOW) �, OUTLET BAFFLE #2D0 0 - 5 INLET BAFFLE o7 �- \ `3--^2 T 2 1 ♦ T.29 (TOTAL) �5 I I aSx ,� I a" CONNECTION AT MID DEPTH - _ _ _ _ -- . '_ \ \. GAJ DEFLLUIUK , Y I NOTE: PERCENT PASSING THE �IaO SIEVE CAN BE INCREASED TO F R 0 P 0 S E D 15• INV: 318.42 \ NO GREATER THAN 75% IF THE PERCENT PASSING THE #100 SIEVE 1/3 REQUIRED I \ I / DOES NOT EXCEED 109 AND THE #200 SIEVE DOES NOT EXCEED 5Y. 2/3 REQUIRED CAPACITY IN CAPACITY IN SECOND / , \\ I \ FIRST COMPARTMENT WIDE HEDGEROW / M = N D \��\ / M-18 y 1" Broken Stone COMPARTMENT » Or Screened THE RESPONSIBILITY FOR THE PREPARATION OF A LEACHING AREA UTILIZING » 3\ { Gravel TAKE THE NECESSARY STEPS TO PROTECT AL" IS THAT OF THE THE ED INSTALLER. ATURAL YER SHALL OCCURRING EASEMENT R= 21 \ ♦ { / \�� ♦ TP105 K=1 g \\ SOILS FROM OVERCOMPACTION AND SILTATION ONCE EXPOSED. I LENGTH NOT GREATER THAN 4 TIMES WIDTH OR DEPTH I / \ \\ \ i 18" Min. GROUND WATER PERCOLATION TEST: 2A TWO COMPARTMENT SEPTIC TANK I / \7\0 \ 4'-0" rein. NOT ro SCALE { 5 �'4%, R . �\ DEPTH OF PERC. HOLE: 30 INCHES ( �W LEDGE f1o' � L1J ,♦TIME READING CALC. RATE Min. 6" Cover `_ \I l (MINUTES) (INCHES) (MIN/INCH) \ Typical System O I \ �, 72 LF 12" Select Fill Mat. N TYPICAL LEACHING GALLERY 10:36 17.25 - � 5. Top of 5 �.� embankment � , � � .s ��� CONC. GALLERIES I \ \ I \ BOTTOM: 320.70 CONSTRUCTION 10:41 20.0 1.8 ';T � N a P 2A \ \ \ TP104 INV: 321 .24 0 NOT TO SCALE ` 10:46 21.5 3.3 `+ Original Grade I I \ \ I 4 \ TOP: 321.70 Original Grade 0 \ \ \ { GRADE: 322.2 10:51 22.5 5.0 i I 72 LF ^+ 12" \ NOTES: + 4' Minimum 18" Mnimum 1 CONIC. CALLER \\ =N \1 10:57 23.75 4.0 Common Fill �■ ■■ / I I- .TT..\ . ..,. _ I_ 1I Maximum Groundwater (Shall be select I t5U I I UM: .)LU. /U ' r 1. THE BUILDING LOT SHALL BE LOAMED, SEEDED, AND MULCHED 11:03 24.75 6.0 Elevation material if designated I�ot 11 { / I321 .24 \ \ R- WITH STRAW PRIOR TO ISSUANCE OF C.O. IF THE SEASON DOES Ledgerock as reserve area) 1 \ INV: .7 \ \ TOP: 321.70 11:10 25.75 7.0 '\ NOT PERMIT SEEDING, THEN THE LOT MUST BE STABILIZED WITH STRAW OR EROSION CONTROL NETTING TO PREVENT WINTER AND 11:25 28,Q g,7 \ GRADE: 322.20 N \ \ \� I , \ SILT FENCE SPRING EROSION.). PROPERLY INSTALLED EROSION AND SEDIMENT \ \ \\ \ CO 'I \ CONTROLS MUST BE IN PLACE TO CONTROL ANY EROSION AND MINIMUM SEPARATING DISTANCES ABOVE IEDGEROCK AND GROUNDWATER \ L PROP. D-BOX N \ O I (TYP. ) AND EXTENT OF FILL. \ SEDIMENTATION PROBLEMS. THE BUILDER/OWNER IS RESPONSIBLE \ ' \ N.T.S. \ INV (IN): 321 .24 \ \ FOR ALL STABILIZATION REQUIREMENTS. PERCOLATION TEST: 10 I INV (OUT): 321.24 \\ \ (� \\ Filter Fabric 2. ROOF LEADERS TO DISCHARGE TO SPLASH PADS. DEPTH OF PERC. HOLE: 20 INCHES (Wrap Optional) I \ \ . I 3. ALL ROADWAY UTILITIES ARE TO BE INSTALLED IN COMPLIANCE TIME READING CALC. RATE Topsoil I 8�\LF N 4" PVC \\ \ ` TP 3 \\ WITH THE APPROVED "VINTAGE HILLS" SUBDIVISION PLANS. _ - �_ S=0.:�5% 5 F N 4" PVC \ (MINUTES) (INCHES) (MIN/INCH) Subsoil - 60%- Perched Water, � - o 4. FINISHED GRADING AROUND THE HOUSE SHALL ALLOW A 3 INCH 1/2" Stone Extended P 52\ DROP IN GRADE AT A DISTANCE OF 6 FEET FROM THE FOUNDATION 9:18 7.00 - Weeping 18" Above Hardpan P-14 \ AS SPECIFIED IN THE STATE OF CONNECTICUT BASIC BUILDING CODE. 9;23 7.50 10.0 ~� Hardp n 1 -10 m p i \ \ M =N D �\ =N \\�,\ " 5. PARCEL ZONED RURAL RESIDENTIAL RR. 9:28 8.00 10.0 2' Min. M R=19 �\ 6. HOUSE SEWER TO BE 4" I.D. EXTRA HEAVY CAST IRON HUBLESS PIPE 9:33 8.25 20.0 6" to 12" Lot #13 \ �-O R= 20 \\N�\ { ASTM A-888, OR APPROVED EQUAL AS SPECIFIED IN TABLE 2 OF THE 4" Min. Collection Pipe I ` \ 000 CONNECTICUT PUBLIC HEALTH CODE, LAID AT A MINIMUM SLOPE OF 1/4" PER LINEAR FOOT. 9:39 8.75 12.0 12� -8 i , \�\�' \ in\ Lot #14 63,091 S. F \ 25 \\ \ j ^ 7. TOPSOIL TO BE STRIPPED OFF PRIOR TO FILLING. FILL MATERIAL, 9:43 9.00 16.0 \ � �'�\ \ � IF REQUIRED, TO BE PERVIOUS, GOOD QUALITY AND CLEAN TYPICAL CURTAIN DRAIN CONSTRUCTION \ G \ \ I d- FINE SAND WITH LESS THAN 5% FINES, PLACED AND COMPACTED 9:48 9.25 20.0 �� \77 o � IN 6" LIFTS TO 90% DENSITY. FILL MATERIAL TO BE PLACED PRIOR TO N.T.S. 1 .44 Ac. \ 7 \ 64 LF N 12 TRENCH EXCAVATION. NO TRAFFIC OTHER THAN TRACK DRIVEN EQUIPMENT 9:53 9.50 20.0 I \ PROP. D-B \ c� A N IS TO CROSS, DUMP, UNLOAD OR OTHERWISE COMPACT THE FILL \ INV (IN/OUT 21. \ \\` o { O CONC. GALLERIES AREA AFTER TOPSOIL REMOVAL UNTIL 12" OF FILL. MATERIAL 9:58 10.00 10.0 I I PROP. D-BOX ��, �� \ % (� BOTTOM: 320.70 TO BE DUMPED AT THE EDGE OF THE STRIPPED AREA AND 2. STAPLE THE SILT Lot #12 \ 10:03 0.00 1. SET POSTS AND FENCING TO THE I INV I N: 321 .84 �„ �\ 1� INV: 321 .24 SPREAD AND COMPACTED WITH TRACK DRIVEN VEHICLES. SELECT FILL TO MEEI� ANGLE POSTS E10CAVATE A 6 W _T END OF THE POST � \ t TOP: 32 .70 TECHNICAL STANDARDS OF THE STATE PUBLIC HEALTH CODE. 10:08 10.25 20.0 'Usr en TY �T �0PE S;I��• -' ' INV OUT: 321 .67 8. SYSTEM AREA TO BE LOAMED, SEEDED, AND GRADED CLIEANING. \ \ I \ TP55 GRADE: 322.2 TO SHED SURFACE RUNOFF AWAY FROM SYSTEM. 10:13 10.50 20.0 95'0 75 20 10:18 10. . \ - - I 0 70 \ • 322.20 I � III I I W=I � LF 4" PVC INV:U• \ 9. IT IS RECOMMENDED THAT THE HEALTH DEPARTMENT BE CONTACTED S=0.5% BEFORE ANY SITEWORK IS PERFORMED. 10:23 10.75 i I-III' \ \ i _ � (� \ INV: \ � M=ND, 10. SOIL TESTING DONE BY DESIGN PROFESSIONALS, INC. 10:28 11.00 20.0 \ I 1 R=15 I --� X g \ : 317.2 7 \� 11. AS REQUIRED BY THE HEALTH DEPARTMENT, THE DESIGN ENGINEER 10:33 11.25 20.0 4. BACKFILL THE 3. ATTACH FILTER FABRIC TO \ SHALL SUPERVISE STAKING OF THE SEPTIC TO ASSURE CONFORMANCE TRENCH AND COMPACT FILTER THE WIRE FENCING AND EXTEND � TO THE PLAN AND ALL REQUIREMENTS OF THE PUBLIC HEALTH 10:38 11.50 20.0 FABRIC IT TO THE TRENCH THE EXCAVATED SOIL. \\ O� \ 1500 GALLON CODE OF THE STATE OF CONNECTICUT. Gj 6.0 10:43 11.50 COMPAC-ED , 1 . SEPTIC TANK 12. ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH THE STATE OF CONNECTICUT DEPARTMENT BACKFILL i\_ 12.00 5.00 12.17 r� INV: (GRADE=323.60) ` „ OF HEALTH CODE. I ` I _ I 2.83 Lf�\ s 28 LF N 4 CI 13. NO STORMWATER, GROUND WATER, COOLING WATER, OR MATERIALS CLASSIFIED AS HAZARDOUS I I _I O I� \ �I� �3 l p PROP. HOUSE 6 �0 S=2•1% ARE TO BE DISCHARGED TO THE SEPTIC SYSTEM. TP - 251 f q LO \ o TOW= 326.00 O �, 5' . 7' 14. IF SOIL CONDITIONS ARE ENCOUNTERED THAT ARE DIFFERENT THAN AS DEPICTED ON THIS Depth Description Notes CONSTRUCTION OF SYNTHETIC FILTER BARRIER • 7- \ PLAN, THE INSTALLER SHALL STOP WORK AND NOTIFY THE HEALTH DEPARTMENT AND THE Q0 \ FF=327.00 5.00 �I �,� S9 TP56 M-N D DESIGN ENGINEER IMMEDIATELY. 0-12 Topsoil/Dk Brn Sandy Loam N ■, 12"-21" Lt Brn/Org Med-Fine Silty Sand N c-- \� \ GAR= 3 2 5.0 0 I 0 f l „ „ , N { � R�12 15. ALL DISTURBED AREAS ARE TO BE LOAMED AND SEEDED OR PROTECTED BY SILT FENCE 21 -6 Till SEPTIC SYSTEM DESIGN l 0 \ 5.33 11 33 I a AS SOON AS POSSIBLE. 1 .33 16. ALL GRADING IN THE AREA OF THE PROPOSED SYSTEM SHALL BE DONE TO DIRECT SURFACE DT Ledge: ND N0. BEDROOMS = 5 \ 11 .66 11 .66 00 M I RUNOFF AWAY FROM THE SEPTIC SYSTEM. DT Water: ND NO. LARGE CAPACITY TUB/JACUZZI = 0 \ (6 I�i 1 : 31 .9 / DT Mottling: ND 100 - 200 GAL. = 0 >200 GAL. = 0 fir' 'O �, 17. TRUCKS SHALL NOT BE PERMITTED ON THE FILL AREA AFTER THE FIRST 12" OF FILL HAVE DT Roots: 48" 11 .66 O BEEN PLACED AND COMPACTED. REQUIRED TANK CAPACITY = 1500 GAL 12.36 �1 18. ALL FILL MATERIAL SHALL BE PLACED AND COMPACTED TO 90% DENSITY PRIOR TO THE PERC RATE = 10.1-20 MIN/INCH AREA TO BE DEE ED TO \ { EXCAVATION FOR THE TRENCHES. TP - 252 REQUIRED LEACHING AREA = 1050 SF LOT #13 UPON ' Depth Description Notes USE SYSTEM WITH EFF. AREA = 5.9 SF/LF - - A-B-Afd' ONMENT OF 9 19. THE CONTRACTOR SHALL FURNISH SUFFICIENT INFORMATION (LOCATION & ELEVATION) TO 0-10" Topsoil/DkBrn Sandy Loam TOTAL TRENCH LENGTH REQUIRED = 178 LF TEMPOI-ARY CUL- )E-SAC 324 20' STREET THE ENGINEER FOR THE PURPOSE OF CREATING AN AS-BUILT DRAWING FOR THE HEALTH 10"-20" LtBrn Fine Silty Sand PROVIDE: TOTAL TRENCH LENGTH = 208 LF \ TREE DEPARTMENT. 20"-6' Till LEACHING AREA PROVIDED� - \ R=55.00 �J� I ,� �- w � TOTAL - 1227 SF EASEMENT I N FAVOR 20. ONCE THE TOPSOIL HAS BEEN REMOVED FROM THE AREA OF THE SYSTEM, THE CONTRACTOR \\ L=103.51 ��� ' > oC l OF THE TOWN OF SHALL SCARIFY THE TOP 3 TO 4 INCHES OF THE ENTIRE AREA PRIOR TO PLACEMENT OF FILL. DT Ledge: ND I Tan=75.47 �� R=48.00 T 'yA l SCARIFICATION SHALL ONLY TAKE PLACE WHEN THE SOIL IS DRY AND UNSATURATED. L� -1 O7'49'54" �' L-37.59 ST ,S O,Q o DT Water: ND M.L.S.S. ��, I _ I = o o, q,Q SOUTH WINDSOR 21. THE BOTTOM OF THE TRENCHES SHALL BE ADJUSTED AS NEEDED TO MAINTAIN A MINIMUM DT Mottlin : ND 10 EASEM EN T � T z I- -n OF 18" TO MOTTLING, AND 48" TO LEDGEROCK. ANY ADJUSTMENT TO SYSTEM ELEVATION OR g I lan=19.82 Ij� ` m ' ANTI-TRACKING PAD DT Roots: 17 HYDRAULIC FACTOR(HF)=54 I N FAVOR OF \ "' � � L� � � o -44'52'04" LOCATION MUST BE APPROVED BY ENGINEER AND HEALTH DEPARTMENT. (DEPTH=20"/SLOPE=2.1-3.0%) n* _ 6"N2" STONE ON 22. THIS MAP IS DEPENDENT ON THE MAP REFERENCED HEREON. FLOW FACTOR (FF)=2.5 YANKEE GAS II l 1 __G- FILTER FABRIC Ly- 23. BACKWATER PREVENTION VALVE WITH ACCESS TO SURFACE (NOT THROUGH CB) SHALL LEGEND (5 BR) AND CL&P \ - �87.14'42" a- ! BE PROVIDED ON THE FOUNDATION DRAIN. PERCOLATION FACTOR (PF)=1.5 _ ! 24. LOT AREA INCLUDES TEMPORARY CUL-DE-SAC. 0 IRON PIN TO BE SET (PERC. RATE = 10.1-20 MIN./IN) _ _ I - ' TF 320.18 _ _30O_ _ EXISTING CONTOUR - 6"N 316.48 25. THE BOTTOM OF THE CURTAIN DRAIN SHALL BE ADJUSTED AS NEEDED TO MAINTAIN A MINIMUM 300 PROPOSED CONTOUR M.L.S.S._HF X FF X PF - TEMPORARY - 7 ' 42 \ ^ - . INV( „ ): OF 24 TO THE HARDPAN. ANY ADJUSTMENT TO SYSTEM ELEVATION OR LOCATION MUST BE APPROVE: 54 X 2.5 X 1.5 - 202.5 LF CUL--DE-SA S INV(15 S): 314.98 BY THE ENGINEER AND HEALTH DEPARTMENT. x 287.3 PROPOSED SPOT GRADE PROP. -4 SI TWA SILT FENCE INV(6"W)316.48 x287.3 EXISTING SPOT GRADE REFERENCE NOTE: -F- PROPOSED FND. DRAIN APPLICANT: BOUNDARY AND TOPOGRAPHIC INFORMATION TAKEN FROM PLANS (6" PVC) JACQU ES CONSTRUCTION LLC TF: 3 P R POSED U NDERDR AIN� TF: TF: 326.17 � TF: 320.18 ENTITLED "VINTAGE HILLS", SOUTH WINDSOR, CONNECTICUT -G- PROPOSED GAS SERVICE I WATER N1 INV S): PREPARED FOR JACQUES CONSTRUCTION, LLC, BY DESIGN PROFESSIONALS, -W- PROPOSED WATER SERVICE 67 RIDGE ROAD INV.: 6 S!� PROP. 12 316.98 INC. DATED 12-03-01 REV. 7-16-02, SHEETS 8-11. SOUTH WINDSOR, CT 06074 FUTURE RIGHT-OF-WAY \ � INV(15"N): 314.68 SURFACE FLOW _ _ SEE VINTAGE HILLS , NTA GE LAN.FzINV(18"E): 314.53 TELE. 860 432 1823 SUBDIVISION PLAN G INV(18"W)314.58 o II a 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 860.291 •8755 IMPROVEMENT LOCATION PLAN PREPARED FOR: SHEET Z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE m INFORMATION. ALL EXISTING UTILITIES SHOULD STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS GRAPHIC SCALE ■ �`� �/�tnl�li-vI�15 (�Q�]I BE FIELD VERIFIED PRIOR TO CONSTRUCTION. SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. 20 0 10 20 40 &esign VINTAGE HILLS EIS'TA TES, LLC 2. ALL UTILITIES ARE= T© ESE 5TAKRb IN THE FIELD TO THE BEST OF MY KNOWLEDG D BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. ofessionals 'nc BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. _ ( IN FEET ) j' DESIGN:JAS DRAWN JAS CHECKED: GBS Lot *0 - 27 Vintage Lin( 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 5 5-2003 ADDED ABUTTING PROPERTY OWNER JAS GNATURE 12882 1 inch = 20 ft. 11 Civil Engineers • Planners • Surveyors • CIS ✓oB No.: 14JO DATE• 4-23--02 OFPTHESPRO PROFESSIONAL EION SEAL AND NGINEER/SURVEYOR.EER SINAL IURVEYOR. NO. DATE DESCRIPTION BY RICHARD P. MARTEL LIC. No. •• g y SOUTH WINDSOR,, CONNECTICUT / 16a south satellite road south Windsor Connecticut 06074 DRAWING NO.: SERVER JOBS 1430 PLOTPLAN 1430-13PP MAY 2003 South Windsor BUILDING DEPARTMENT c hip+, • �� Iar,jiti0n II' buuak% shall Oe '.,,nditwnatiy�tApproved These tiillid with Building Inspector leI" 1000017 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 01/22/10 t• ' GIS ID:92370027 FEE: 270.00 MUNIS APPLICATION# 201000042 a BUILDING DESCRIPTION: ' - . . APPLICANTe ''`y`'� LOCATION �+:, n, l + NAME: WING RANDALL C&DEBORAH L ADDRESS: 27,VINTAGE LANE ADDRESS: 27 VINTAGE LANE p .- OWNER. WING RANDALL C&DEBORAH L SOUTH WINDSOR,CT 06074 A` p 27,VINTAGE LANE SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: KLOTEWFARM OUT BLDG.14X24 „ tid SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANC$.WITH.THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: r OCCUPANCY GROUP: - - BUILDING OFFICIAL 1/22/2010 8:44 AM THE FEE ABOVE INCLUDES A$0.16 PER THOUSAND CT STATE EDUCATION SURCHARGE 1000295 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER PLUMBING PERMIT DATE: 08/13/10 GIS ID:92370027 ' FEE: 45.00 MUNIS APPLICATION# 201001054 BUILDING DESCRIPTION: APPLICANTN�' -; ; .;" 1'; `:..:�':; LOCATION NAME: BOND LEO J.INC.PLB&HTG ADDRESS: 27 YINTAGE LANE ADDRESS: 1071 ELLINGTON ROADW; M' .,`° OWNER: '` ., ,WING RANDALL C & DEBORAH L SOUTH WINDSOR,CT 06074 wlr j ;27 VINTAGE LANE -SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: INSTALL'SEASONAL 1/2 BATH IN CABANA,.,,-, A 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 8/13/2010 11:48 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE