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Home My WebLink About24 LAVENDER LN Electric # APPLICATION FOR BUILDING PERMIT Plumbing# 24 Lavender Lane 900179 [Date: P "HVAC # Sprinkler# Estimated Cost $�DO o�0. FINAL AJROVALS, - -- _ i Permit Fee $ f..rfri nc+Building -� COMPLETE RED BOXED AREAS `En neerin I Occupancy Fee TYPE OR PRINT ONLY Eng. Insp. Fee $ Aft-taafor C SIGN ON REVERSE SIDE A PP 10 Total Fee $ J, 1O d� TO THE BUILDING DEPARTMENT,TOWN OF SOUTH WINDSOR,CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant 1 f.M.j, 0o AJ,s�• 1 N e_ Location of Work i _ry a& 9. 1 a Al V, Lot No.�_ Applicant's Address 6;�A jf:��/J Al altc 42 Tel.# C 76 d Town lC) !r Zip i'6 d!& Lic.# Owner Architect A A .)g FA I 5 g I Owner's Address Architect's Address 4917 Zip / Zips Sq. Ft. New Area: 1st FI. 659�� 2nd FI. 3rd FI. To I New Area Purpose of this permit � �� 4 ;� City Water— Wello Septic System[? Sewerjq Ins: HO SP Cert. Area Basement Garage Approved by Date Z� 0 Use Group Construction Type Revised 6/02 I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the proper distance from all street lines,side yard lines,and required distances from all other zones and is located in whic t s building and its use a wed. Signed I hereby apply for a Certificate of Occupancy for the work de this ap ication for the permit. Signed DO NOT WRITE BELO THIS E INSPECTION COMMENTS INSPECTION FIELD SHEET O1/21/11 Printed by Peart, Dayshell 15 40 37 INSPECTION: 23196 FOOTING PERMIT: STATUS: APPLICATION: 200900479 LOCATION: 24 LAVENDER LANE SOUTH WINDSOR PROPERTY ID: 52600024 OWNER: JMJ CONSTRUCTION CO INC CONTRACTOR: REQUEST BY: DESCRIPTION: CONSTRUCTION OF SINGLE FAMILY DWELLING 1596 SQUARE FT WORK ORDER: INSPECTOR: DOUG RESULT: PASS REQUESTED: 03/15/10 PRIORITY: SCHEDULED: 03/16/10 PM COMPLETED: 03/16/10 UNPAID FEES 00 Date Time TIME: TRAVEL ONSITE COMMENTS: ROGER @ 860-573-6498 ALL INSPECTIONS: INSPECTED INSPECTOR RESULT INSP DESCRIPTION 03/25/10 ROSE PASS B001 FOOTING 03/25/10 ROSE PASS B002 FOUNDATION 06/18/10 ROSE PASS B003 FRAMING (ROUGH) O8/04/10 DOUG PASS B003 FRAMING (ROUGH) O1/21/11 ROSE N/A B005 FIREPLACE / CHIMNEY O1/19/11 DOUG PASS BO10 FINAL 05/18/10 ROSE PASS E001 ELECTRIC SERVICE 05/13/10 ROSE PASS E002 ELECTRIC UNDERGROUND 06/18/10 ROSE PASS E003 ELECTRIC ROUGH O1/20/11 ROSE N/A H003 HVAC ROUGH 04/01/10 ROSE PASS P002 PLUMBING UNDERGROUND 06/15/10 DOUG PASS P003 PLUMBING ROUGH 10/18/10 DOUG PASS P004 PLUMBING GAS TEST 12/27/10 FOLG PASS Z003 CO PLANNING INSPECTION DEPARTMENT DECISION APPLICATION FOR HVAC PERMIT PERMIT# Application is hereby: TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT J;+' t� 1(QOnao r i APPROVED 1540 SULLIVAN AVENUE �' i Bldg.g.Permit# 644-2511 ext. 230 ! JNN U 2011 00 9 1 . 1 Date Building Inspector South VVindsor BUILDING DEPARTMEN Application must be printed or typed FEE SCHEDULE Location Job: FT—enant La$0-$1,000=$15.00 Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof gnation Apt.No. APPLICANT QI� <J C4 �(» APPLICANT ADDRESS P O FOX ►'�� G- 0 Cn d 2. -- APPLICANT PHONE# 1410 W N St 14 F,Q OWNER _� 0� cQ— 0-fo- , . < OWNER ADDRESS Lp `� 0 G l/j n �ih cJ C''r CD to 0-72-f a E� OWNER PHONE S" C C ESTIMATED COST$ -7 R5 d- 00 x * IS THIS A CONTRACT COST? ✓Yes No ICJ FEE ENCLOSED$ f/VO TYPE OF JOB: S�R C 0 Zew Installation � c2o6 4qg _Alteration/Addition/Repair Revised 4/01//2002 APPLICATION FOR HVA P T (Continued C ERMI (Co hnued from reverse side) TYPE OF�SYSTEM: TYPE OF BUILDING: Er HEATING RiESIDENTIAL ❑A/C ❑COMMERCIAL ❑VENTILATION ❑INDUSTRIAL • HEATING ❑ STEAM LOW PRESSURE LIMIT LBS. HIGH PRESSURE LIMIT LBS. ❑HYDRONIC 0 WARM AIR ❑UNIT RADIANT HEATER EXISTING RADIATION ADDITIONAL RADIATION TOTAL RADIATION DESIGN TEMP. OUTSIDE OF INSIDE OF DIFFERENCE OF TOTAL HEAT LOSS(BTUH) °F(HEAT LOSS SHEET MUST ACCOMPANY APPLICATION) DESCRBBI ALL HEATING EQUIPMENT(nvCLUDING MAKE&MOD L NO.) P�w� L ccL ,A e c �e r�-� -1�1 dcl�� f ►( � q Flo/ GROSS HEATING CAPACITY(INPUT—BTUH) NET RATING(OUTPUT—BTUH) TYPE OF FUEL ❑OIL—GPM OIL TANK LOCATION:❑INSIDE❑OUTSIDE CAPACITY ❑GAS—INPUT LPG TANK CAPACITY ELECTRIC—KW AIR CONDITIONING DESIGN TEMP.OUTSIDE OF INSIDE OF DIFFERENCE OF TOTAL HEAT GAIN(BTUH) (HEAT GAIN SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL COOLINQ.EQUIPMENT(INCLUDING MAKE&MODEL O /n�54-r:,, ` 1 c i— CL i \ y\E C+C Y-� C c e A -C c)a P,j 1►Lcei t1C 1 6G3NCA 1-�1Y1 ficQ/ dAAC i3 ewe^ - rnade-1 e4ig1 PS04Icc,04 TONNAGE 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. G :39 // ccp f --6 9)) c(,PS) c- CONTRACTORS LICENSE NO TYPE STATE SIGNATURE OF APPLICANT DATE Date Name 7WV— ZZig� E-f7 VzT —Qt' o Gt1,l WAX C7-0607y Address 66y&c 2tjX Phone L— oi: -e Heat Loss Measurements Door Metal= Windows Wood Double= Doors Wood= Windows Metal Single w/stonn= Walls R.Value= Windows Vinyl Double= Ceiling R.Value= Ceiling Height l't Floor= Floor R.Value= Ceiling Height 2"'Floor= Windows Wood Single w/Storm= Kitchen 11 x l(. outside wall=2-7 &1,04)/ outside wall=2 9 Glass N (a S W ft 9 Glass N Q S W ft 36 Glass N E S W ft Glass N E S `V ft Glass N E S W ft Glass N E S W ft Door iQ E S W ft Sr D S 1,10Itt Door N E S W ft �� v� non a ov n eo eow on above Cond above Cond below Cond below Supply Supply Return Return Living _ 3 x (, outside wall=3q Family x outside wall= Glass NO S W ft 3G Glass N E S W ft Glass N E GS W ft J V Glass N E S W ft Glass N E S W ft Glass N E S W ft Door N E S W ft Door N E S W ft Uncond above c Uncond below Cond above Cond above Cond below Cond below Supply Supply Return Return Bath T x /0 outside wall Bed#1 19 x /Z outside wall=A, Glass N E ft Glass ® E S W ft 21 Glass S W ft Glass N E S W ft Glass E S W ft Glass N E S W ft Do N E S W ft Door N E S W ft co e o bel Cond a ove Cond above Cond below Cond below Supply Supply Return Return Bed#2 16 x !S outside wall Bed 93 x outside wall= Glass 0 E S W ft,Zq Glass N E S W ft Glass N E SO ft/t Glass N E S `'V ft Glass N E S W ft Glass N E S W ft Door N E S W ft Door N E S W ft LeMTa Uncond above ncon b Uncond below Cond above Cond above Cond below Cond below Supply Supply Return Return Bed 94 x outside wall= Bath##2 to x /o outside wall=,'to Glass N E S W ft Glass 6 E S W ft C- Glass N E S W ft Glass N E S 0 fir. Glass N E S W ft Glass N E S W ft Door N E S W ft Door N E S W ft Uncond above c Uncond below ncond bel Cond above Cond above Cond below Cond below Supply Supply Return Return x outside wall= x outside wall= Glass N E S W ft Glass N E S W ft Glass N E S W ft Glass N E S W ft Glass N E S W ft Glass N E S W ft Door N E S W ft Door N E S W ft Uncond above Uncond above Uncond below Uncond below Cond above Cond above Cond below Cond below Supply Supply Return Return j `7 SITE COMPLIANCE CHECKLIST TOWN OF SOUTH WINDSOR,CONNECTICUT is e *****FOR C OF O ADDRESS 467A LOT/UNIT# 2 Reviewed bY___2!Z_(En9ineering) CONTACT/DE%� Date Reviewed t /Deniied PH;f Reviewed by (Planning) Date Submitted O Date Reviewed�•t'.2-7 Approv?jpenied Date Reviewed Approved/Denied(Health) As required in the Zoning arWor Subdivision Regulations,no Certificate of Ooaipancy 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. Srte work;i.e.trees,shrubs, dumpsters,required paridng 4. Utility location; a. sanitary server/septic systems --'-� b. foundation drain '�— C electrical&telephone —`G d. water / e. other; 61} S. Sewer eonr>ection charge paid j 6• Appropriate certification 7. Bonding --�— B. Planning&Zoning/ Inland Wetlands Considerations a. Lighting b. Signage Freestanding Wall C. Fee in lieu of Open Space 001'V NTS: __ s/ 9/molloy/site cw0anoe checJ A ,53"E �► LEGEND O EXISTING IRON PIN �/ //\ \ I • IRON PIN TO BE SET /�� / /�-•-' _ \ � _ /� ■ MONUMENT TO BE SET EXISTING MONUMENT +--< EXISTING UTILITY POLE =F�!I= = EXISTING CATCH BASIN AND PIPE 'V PROPOSED CATCH BASIN AND PIPE O - EXISTING SANITARY MANHOLE AND PIPE PROPOSED SANITARY MANHOLE AND PIPE _ PROPOSED WATER MAIN AND HYDRANT \ - S - SANITARY LATERAL - W - WATER LATERAL TOWN OF SOUTH WINDSOR - F - FOUNDATION DRAIN (6" PVC TYP.) -- .'� \I {\' / EXISTING CONTOUR\ / ` - �--- PROPOSED CONTOUR \I EXISTING SPOT GRADE 65.00��/N 55 r0B x99,00 PROPOSED SPOT GRADE I rA,�1 orb \ // / / o PROPOSED SANITARY CLEANOUT\ EXISTING TREELINE 00 I ' e�FF% / PROPOSED TREELINE . ��* (s).1112.2.•1112.35 t;" / I _/ �� PROPOSED PROPERTY LINE 1h \N`TIF�105. TOW 11.35 / �o PROPOSED TREELINE-�� FF: EXISTING PROPERTY LINE CPPR, 3 0 / ��- PROPOSED DRAINAGE MANHOLE AND PIPE (TYP.) Z N f b GAR 1eE> 1p7 . �`�a WF 6 obi u/0 D �1999 5 , °0��°0�� \ \ RL- PROPOSED ROOF LEADER (4" PVC TYP.) EF.VENOER �GP�� o •,� _ 2 WF 3 • -WF 4 -- DMH-4 S091L _ TF:109.50 ♦F�'�' �O OFF °� --- INV 6":106.25 - INV 12":10 75 f S� ~ INV s„ t , , j �b �• 00 U_ $ 2 INV 108.50 S '• / + 3'p5 1 s0 574�1 4 / go\� >> ' r f ° j`ry�. `" NO ADDRESS 4 2 1 16 LAVENDER LANE I `n �, \ w .� s �, ti �� 2 24 LAVENDER LANE ^'^2 l� TI7:111.85 0 ,•�.�v, IN If s 3 34 LAVENDER LANE Ste, s `� 4 44 LAVENDER LANE � 5 50 LAVENDER LANE Ij8 •'�°k '`� (' � � 6 60 LAVENDER LANE N\F gOFfE ^� tom f THE UNITY CHURCH OF HARTFORD "W \ 25// rr0 o• F" °• �\ 7 68 LAVENDER LANE A3 TF:115.00 00 � � q � I 8 78 LAVENDER LANE INV(12").112.00 1� \Nv`6� .25 ti�2 h� `s ¢ 4° �~� 114 ,wh 9 86 LAVENDER LANE i I +tip ~�� P HO TF:113.6 Nan �^ CB 26 - h TF:114.10 NV(15"):11035 �^ (S Z' 10 92 LAVENDER LANE / / FF'R IF 15.65 4 FL-108.85 ti�' y •. �� •. vV / / oP O GP P (15"inC817/au .107.5� ? 'moo `^�oN � 11 102 LAVENDER LANE 116 R P►T° �5 \3 gg ck) R LN `� (ts'Int3):tto.7 r. 0 - - .. r0.s5 _ �/ 12 108 LAVENDER LANE ( s`�o \P N +~� a s _ _ 15.02 phy `o �� 13 111 LAVENDER LANE �8s SMH4 . pvo 115,23 ' - - •`�� as 1 14 107 LAVENDER LANE - �..: :.,i, 6,•i r / h °P1� s \FF.•119,8 p0 \\ h2 TF:116.00 \„f•b Rir, (t PW �,0 v � // i / 0 �, ,�� PR•,1 FU108.20 12e r WPC �e d 15 101 LAVENDER LANE 15 °y �N\j Psfa \N 11 J ,' f 7 e� �° .� 16 95 LAVENDER LANE s1.1'o•i5 .� 1�gg \1 E 1,� b �' � ,,, u+ O �`'�`'� ` o / 17 87 LAVENDER LANE 5ll'• 0 9 \N 1,09 �P ,9 52 v� �o' �\' '7 4 'Po t,0 1 \N� - ��•.` h °s ,'�o 01'1° / 18 77 LAVENDER LANE e �,0•5 \N 12p5 g0 FF 11a� m 0 ).Not ,o , o t . �, i �i \N F � 5p F '•R 11 ER m. t,P ,� g , ;. g,41 ��0 1 o _ i `�•s'• . o o ��•�• / / 19 71 LAVENDER LANE � W 0. GP �C �p VN\ n sF� R LN �'• s0 �,1., NDprc ti _ of ti �N �P�` 15�` 20 61 LAVENDER LANE 06° D cP �p �N ` " �4s`F 3 �/ 21 53 LAVENDER LANE `Ng99 Sfla fr \ 6.27 6 - ,,o`y5 V / zb 02 6.52 16 - \N 5 �°°'4, 22 43 LAVENDER LANE / _ / 23 37 LAVENDER LANE B a' os0 7 `N 25 '� 24 31 LAVENDER LANE O 5 O N IN (15", CB1 / 6.15 N 02 Q`10 5• C!' b�' \ �0 R'116 / '•, R tJ GP P >x• / 25 25 LAVENDER LANE P s,,p7• 02 \N •AN'\ 0 9): 10. o. F•g 25 `�, � NOD \JN\� Sk I � �� ' YD3A \N 1215 55ti LP so 9g NCER 5 �0 / / COMM. BLDG. 15 LAVENDER LANE TF:116. 0 12 E CB N �jU INV "): 9.70 1 0 � .27 ti � 95 109• 1'D � two � / "�' i \•F ,2 o FF R'• 0• 1 oQ '1g / 110.a V19g9 � �• \N g.30 ;mot; q• ,a I �+ Fj 25 r /i t/ / 5.�ooZS aA `PVFS\ 1/1 2h 11 F•11 �a.2g ;� GPR.116 > titi1 0 \� t ` / ; ti .I%�,, # 2 (6 1 0 0�.1 25 \I D ; P Ht-A / TP 114.2+� k \N`I F 2p.25 5 g' S1 1qh GPR.111. �,° 999 x OQE 3N.1V O�c INV(12"):109.50 001, R•,1 e .27 \'( PI• /_ MP / 2 00.85 / 4►Y�y moo G P\\ 0 Fl h ,°j titiq N S 1�0 25 uN gC SF�ER F / O'f OUT:97. Gj. b�1""' JN 60 S x 'b s.s2 3 � f�` N/F TF 10854 � c� \�OOO�a N 25 VP�E o tER PiN ti s\ 1a Fjo 11 g. / / �� o>� Be KARMELA MALONE I 15"OUT):101 ��..'� •. �. w \�'25 S °�• •r ` �• INV "IN):1 F�_ �G`�OP F1 N (, \N` �A05 M\ 117.70 �� tib PROP. 2 TF: 18.35 19 J' ~ GPN(( C h V N wY(6 106 0 h ye f\,8�5 LN + E IN (15'InC67): 09.5:t 5 q' S. �`� I V(1 "):114.70 LN °° 9N Sf l\N ti1� 18 MN' 2 0 , 0 19.55 y 15 ER ti 33(� O FOPR' N)ER tip. CEP 36 INV 2') 112.75 ,O. \5 NDP TF:i 9. IN (6' 111. 0 \ \Pv 110� `� I \P� Cic7� 1 00060 / NV( ")� 109 22� VF 2 Yc FL� ; � � �� Ilk, S�111 0 W b �"1 Qp 1 Ci�" log 10 N/F N\� sF� 2 mob• w 12" 11 . N �. �, ti2 \Nf121 5p > �rra+ Q \Nv I " DAVID P. & MERRIDY BILODEAU ` � g2 •, Kti 7 n FF' 120 g5 3o ti� ti�b 015 x11('3 J' \ 10,0• 119 50 18• / 12 C� y ^8• �S o \ \, fi „ o � ,.22 20 199 TF:t,a.2oj4 2$ 3\a'•�� DAVID J. SCHELL 5'• 343 q ,2 k Vf .16 1� W��2' >•\2' �• P�� OQE� �' 25� 5,,o� 29 0 21 FF• 121� p `L \11V11•'2,2 25 '� .• ,� P T� " 3 HOPE 8. 1 OP 115 5 , FF0w.1210 25 +titi PPP 12$,3 yspl 29 �� :108.54 ; A\� 8 o pA, �2 0 i 1 UNE x1 + 55 �+ 1n V1560gFR \N ° 120' UN\� P �pER �N I� R PIE .15 v,s"in4 opt):, ss 16 r�r /o� q. 5��pNENO� Zo. R( 1399P ROBERTFG. & I "inCB5)• MN� P�Tp 0. 2�.�26 PaOPEa PR KAREN M. STOKER INVO12 07. 0 CB7 rtzj p 2y OE 5 / b' 9 TF:117. 0 O o TF;119.50 / I I' \ INV(6"): 30 INV(15 :109.75 y LN � INV:115. / �' \ NOTES: �_ oo INV(12 ):t10.00 5 INV 6" : 110.5 v S1�' 20 q� .1 f 1\�0 E �•ti�j / ti?, 1 Q C. > \NE)1� Op \N ': 5 ti R OA 1 .50 0 \N 22. p \N , � pp Ea 4.29 N/F 1) ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. INV(1 ):108. 5 4. �-Np� FF'•1.1210v FF.w•. 01 6R X12 INV( "):109 25 \�,0 0 �' o �Ow' 120 0 SO R'T2, 2 PR N + 2) HORIZONTAL DATUM IS NAD '83. INV " � 5: o ; N 0 P P ��/ ROBERT A. & JOYCE A. BURNS U"A f R N o v S 2 0 VERTICAL DATUM IS NGVD '29. Z �\1 \� 9g9NOE l2ti 399 l• / -�� \ MAP REFERENCE: Yy.12 0 2A 3� LP + Piro i2 Q 2� 3) FLOOD ZONE X - AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN 124 1) EMERALD GREEN SUBDIVISION, ELLINGTON ROAD, SOUTH YANDSOR, SCALE:1'-40' COMMUNITY PANEL 090036 0010 D REVISED FEB. 23,2001. L titib�� G \( 8 F 25 0 VP`OD o 0 Off' \ DATE: SEPTEMBER 10, 2004, REV. THRU: OCTOBER 20. 2004, DESIGN PROFESSIONALS, INC. a U 60 5 O Y1`� 31 \NNIs� ,. _ N/F 4) AREA OF EXISTING PARCEL - 12.1 AC. S0 +� 2 CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP TOWN OF SOUTH WINDSOR qua 5p BRUCE A. & JANET B. MILLER EAST HARTFORD - WAPPING ROAD FROM THE E. HARTFORD TOWN LINE NORTHEASTERLY ABOUT 5) PARCEL IS ZONED RR. oEa` o V(S):tt2. titi' ro �0 R.1T9' + ' 11.200 FEET ROUT NO. 313 SCALE:1"-40' DATE: OCT. 30, 1931 PATIO a i3 �� 60 p sE / 2t.75 6) WETLANDS FLAGS 1-7 AND OFF-SITE WETLANDS ON PROPERTY OF N/F TOWN OF SOUTH 73' O 1�g9 3) CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP TOWN OF SOUTH WINDSOR WINDSOR WERE FIELD DETERMINED BY HIGHLAND SOILS ON MAY 10. 2004 AND WERE OMMUNIT PKo° k� �22 EAST HARTFORD - WAPPING ROAD FROM A POINT ABOUT1070 FT. SOUTHERLY FROM THE PODUNK LOCATED BY DESIGN PROFESSIONALS, INC. ON MAY 11, 2004. WETLANDS IN AREA OF a 16 5' BLDG x>>9� o RIVER NORTHERLY & EASTERLY ABOUT 6300 FEET. SCALE:1"-40' DATE: NOV. 30, 1936 CONVEYANCE WERE FIELD DETERMINED BY HIGHLAND SOILS ON 1/21/98 AND WERE -#15 LAV3E84 DER LN SF .1+ ��;8°'C / ��/' k N/F LOCATED BY DESIGN PROFESSIONALS, INC. Comm.8LU6 v - 9.h� Y� �}'Y 15 ALBERT K. BEMENT 4) PLOT PLAN RESURVEY PREPARED FOR UNITY CHURCH 919 ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT SCALE:1"-40' DATE: 2-12-2003 DESIGN PROFESSIONALS, INC. 7) THIS PLAN CONFORMS TO APPROVED SITE PLAN AND EACH UNIT MEETS ZONING REGULATIONS 76` 1550 l3 e'_ YD2 YD2 3 6EP� o� �b� "�11\6 x REGARDING LOCATION. :113.7 13.25 (R 5)' q /q/ 5) KEY MAP TUDOR HILL PROPERTY OF GEORGE J. ACHENBACH SOUTH WINDSOR, CONN. 35 I 110.11 �!`' N/F SCALE:1 -200' DATE:MAY 2, 1974 ACHENBACH REALTY COMPANIES \ �► 001110' BR x 2\ MICHAEL A. & 6) SUBDIVISION MAP TUDOR HILL SECTION II PROPERTY OF GEORGE J. ACHENBACH SOUTH WINDSOR \ / ROSEMARY BROAD CONN. SCALE:1"-40' DATE:4-22-74 ACHENBACH REALTY COMPANIES \ f xUg'8 \ / w x / 7) TUDOR HILL SECTION I FINAL SUBDIVISION PLAN PROPERTY OF GEORGE J. ACHENBACH ELLINGTON ROAD SOUTH WINDSOR CONN. SCALE:1"-40' DATE:2-20-73 -C,- / N / \F 8) TUDOR HILL SECTION 1 FINAL SUBDIVISION PLAN PROPERTY OF GEORGE J. OWNER f APPLICANT SCHOBINGER ACHENBACH ELLINGTON ROAD SOUTH WINDSOR, CONN. SCALE:1"=40' DATE:3-20-73 JMJ CONSTRUCTION CO., INC. ; G SR\YEEL\N� 10 8-11-06 BLD. PE IT: UNIT #20 JAU PROPo \~D '/ ACHENBACH REALTY COMPANIES 9 7-10-06 BLO.PERMIT:UNIT //12 V.(SAN.LAT.CHGORDER) KMI 658 ELLINGTON ROAD ' SOUTH WINDSOR, CT. 06074 .,• ti�;�`'� 4 -4-06 BLD. PERMIT PLAN NITS 18 & 21) KMI � � TEL. (860) 282-0628 � 7 9-26-05 BLD. PERMIT PLAN UNITS 4, 12 & COMM. BLDG DMG , 8 4 •«iiaauus"u 6 8-9-05 FINAL: MDC COMMENTS KMI o li n I 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. 860 291 8755 RESURVEY PREPARED FOR: SHEET z LVCATIONS AS SHOWN, ARE BASED ON AVAILABLE OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN 1 Fox 860.291 •8757 �On�a^�� m/A1 nn m INFORMATION. ALL EXISTING UTILITIES SHOULD 5 5-13-05 APPROVAL CONDITIONS KMI THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, wc• GRAPHIC SCALE ��' IP 1{�c�ll~U( e IIIll UU�uu,JJN�(`C PLAN TEARERR Y ESTA TES BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 4/20/05 GENERAL/ELIM. BASIN MHA AND CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2. 40 0 20 40 80 g 2 ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 .3-30-05 RFV. DRAIN OUTIFT-r,RADING KMI 9fr1ofessionals, '��■ BY A LICENSED LAND SURVEYOR PRIOR TO IO IHL BLS; OF OWLLDGE AND BLLILI, THIS �A I ' SIANIIALLY 'UkRLCT A NUILU HLREON. �j (� �T CONSTRUCTION. 2 3-10-05 GEN. EASEMENT/UNITS KMI 'j/-''%k /LM1 IL IN I''1r}r"1 ) , civil engineers • DES�GrvRAM DRAWN.'RAM CHECKED: GBS 1 LLUNGTOb V ®�� 5. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 2-25 OS GENERAL-TOWN COMMENTS KMI i ��'�A2 _e K 12327 1 inch 40 ft $ planners surveyors 1 O landscape architects • gis gps ✓OB NO.: 19JO DATE' 12-15-04 " IMPRESSION SEAL AND ORIGINAL SIGNATURE LAWRENCE R. GEISSLER, JR. L.S. LIC. No. SOUTH WINDS®�pw CONNECTICUT 1 uF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY 165 South Satellite Road, South Windsor, Connecticut 06074 DRAWING NO.: 1930-TBBidPermit.DWG MAY 1 2009 South Windsor BUILDING DEPARTMENT l �fl htt,r lk DEPT. TOWN OF $PUTN WINDSOt Al d8"�Wled that this plan and spechteations are tray Ot+}71ri of fir pr4oce "Iding or Aetation8 to ar'roiri! r� v� LI_ together with amendment ctotrd 'in appUoatton arttl VIM w(th'w) ani; i .,;re- t.i vom,,31y with rill zoAln#, Building and St Yc 'I >, u: rd such orders as shah 8a 1„uupd by 'tt:e [: gcdW n :)rpartment during pendency G1 this a a6un and final tsaua" of a bulldifts f4i rtllit. RECEIVEDis1; proveA s" c he ndition tbat C �( t r;:;�; _,,d ord(naaces regale"n Wending strati �i► 2;ti;c:taraatty 11te�r+oa'e? ;fsesc tt�fl vM�fr MAY 12 UW SOUTH WINDSOR ENGINEERING DEPT. ayew i J-w 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. MAP REFERENCE: / - ' � �706_ . - - _ -108- --k1°�,9 '• �k 1. PLAN/PROFILE LAVENDER LANE PREPARED FOR: TEABERRY ESTATES, ELLINGTON ROAD / 6" MAPLE_- _ _ _108- `I T 2. HORIZONTAL DATUM: NAD 83 SOUTH WINDSOR, CONNECTICUT SHEET 7 OF 10, DATE: 12-15-04, REVISED 10-20-05, 3s" MAPLE 1 • `\ , OwN OF N�F VERTICAL DATUM NAVD 29'. SCALE 1 INCH = 40 FT. BY DESIGN PROFESSIONALS INC. / DMH4 F� G,o - - 02 OEMn 80 , r 3�s \ Soo;,c' > TF:110.6729.6 °� \N�'ti0 '7 / :NV: NV:105.82(6") 3. MAP IS DEPENDENT ON MAP REFERENCE #1. uo FF:116.49 V / INV:105.65(12") '9.Q % r• FF GAR• A9 DSO DMHS •9 �1°� M TOW 115.354.69 \` \�1° \ R 4. THE INTENT OF THIS PLAN IS TO DEPICT THE AS-BUILT CONDITIONS AND FOR THAT PURPOSE ONLY. e'Reeo ' gZ. 112- _ >>2° , A( A S21 / T :1104.93(E) O 11 _ 2 12 6.8'_ \ \I 1\ \ 510 :11 r��r�� T�� / 13(NW) I �� FF!v •rur �+nN Ntu luuncnD , \R. NV: OS _ \ 51ULTAKU VAKANCE GKfkf4ILIA o7 Inc ow In '10-11 INV. > INV.107.33(FL) ( I d FF GAR.:114.71 ' + 4' en �W ( I 106.33( D) Y° �. TOW:115.40 - ` M5• - _ \buy\ l LANDSCAPED AREA ,6p ZONING BOARD OF APPEALS ON DECEMBER 4, 2008 INV 111.13(SW) . M �� / �� m �\5k �22 5' w -11 _ Do INV:111.33(RL,SE)` a N M \/ IN :111. 3(FD SE) _ 1 -Liu , 25' BUFFER � - 4.47 - - - - -- - X1 8.2 - - - - _ _ y - , >> t 4 1108.87(S) ' 118.2 M io5' 113.7 �a _ a 0 , r �`` �g0 d`U y f 21.9' 3i� �� c� i. I 2 25' BUFFER �, 9 - `' r, �oP tit o �� ?2 - NV: ` �'I• t b X9g•49 y �73 Imo• spa O Ill EMBAENT WAVOR•OF 114.1 , .- \ X118.5\� �- 4.3 �(� _ A• TF:115.04 .2 �j �712� , 3 QR X 19. W • - i -4 YD8 r S.Y. 6 - - o >> 5 TH€NEiROPOIITAH O151PoCT� Otv INV. 109.37(SE) 69 X� - \\ • F O /1t / ` C1 ° ��l BIT: I ►KF b�`. 9 \_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ \L� 14.9 129 DECK INV:112.Ot SE,SW)(RL.) - X105 � 1 ,r - _ / - - - �, INV:111.8t(S � \ 0~ - - -'_ - - - _ _ - - - \ r h 0 20.2' wi ( ) -� - _ _ 1 II 12"FE � I/ X117.9 , � <p \\ H N NA 66 2 m . _ ' � w.v - - - - - - = F � = L = =TF:104.20 �2 I 11 d� Q�' ' / \� 129' �r 11.6 �t� I. 181 \�' �33 0 1O p 4 G n x 0• I i 6YF �} I V. o s• r DECK c TOW:120.18 DECK +ti - \ e I \ s� ape, I 77,_ 1 x g'� p�° + / i I 5 H / v� FF:121.47 H ad ` - 3g„y '� ti O' 12.74 I I d6S 2 • 3 1 . \a�,a �6`'��O 115.2 " I / � DECK o 30.5 ro 29.8 ,�� >>b \ . -116- ' - - ��1 ° _ \ FF GAR:119.54 IVZ FF118.31 %� 4"WATERMAIN EAMM 29.6' -118- �' + b' ` .00 -114 cb �O• , 7iE1ROPOUTM DISTRICT \N WF s _, FF GAR•116.58 \ lA n �D , \c�]E��.245 •�' _ �' y lnxif48.83 �`. :6, �`�```9l r.`�:•��._� ' r , /\ A/C .i.. Q-�I� 1 - - $� �C 6 rm �3 _, 1`�2 rEn aJ.� t-� o,\ TOW:117.14 ` _ : - _ _ _._ _ _ - _ �i��..�(6 cE• �GiI '_ \ V v I O rLP�`q P". I5�� ~° `, "� >>pm . B '�" `Gr a a1 tid' > N 12v N -IIE- - - TOW 121.17 tO Jr Pi1D P`'r FF:122.06 -.. 1 DECK 7 0 `ji r� r DECK n �1 `L1e9 r n DECK `b1 V 0 p i �h` �7✓C $ XII �"' 'v „GPP `66x I"r.. ..r 3 O Y \R 7f- 2 a/ I of TOW 121.58 n ,� io FF GAR:120.10 w 6 r'r 31.T 320' \5 �. i �'.4q v. v v 5 0. "< , \ <�O SOB / yOti "*^Ir DECK z obi M ❑NA ; 120' 7 t 8 \ 9 UD _ o .T� ,per , �~ �,Zr. r i i. a .A \ \EAS9AENT t� r , H I ,.� FF GAR:120.18 M E t a22 i s \ 1 ��cL�P A t0. ry 210 0 1\° I Ff:122.:1 + 5.8' S M 5.1' n 1.6 C1 O v' { \ H'� P • 3 .pR�55•`�- •�Q. N3 1 R' r ';- �R75/.` /r' '� / � o/� 23. < FF GAR:120.71 ►� :- '124' 1VS� oi,2 W 2'2' N 7 11 W 11.7' >>6� � 0• 0 ° �, ��i , ��Y �j ''. ,, �i . 7 'I :� � \ ` • 12. o .` 15 �ti° ^dl 10.95 6.0' c 25.5' I� m0, 6.9' �11 v TOW:120.79 'e�, 11 a a _ �'3 ti i 3r'. ,�2 ' '` � 5 i \? ` a PE '. �� • J G� ,r N 5.8- 9 a TOW 118 68' B• ti - oil• i \• DMH to WF I (�k2' o %OSGP , l0 ` 6R` / 0 O I A O O 4� S M O 1'N FF AR'120.12 a �' ri OFF 12192' iq N�iN FF: 119.90' is /C. <b^ Jw X113. C$i 16 'I �F:114.01 \ �/ tio° Q 4 sr :Ra ) P1�� i/ 5.0' 00 H t i 9.1 A/ 6.0' c�21 t4� t� 13 a FF GAR: 117.76' r . �<`. p 2 li / Off• r IPREP r O'38 �,• \\ / pQ` f��\ �16.8'� 9.8''t N 0.82' 28' '126 !j va BRICK »>�� +I 22 2' 0 11 , ¢� Al `� , R = INV:05.$I TOW:119.51 0 9 I 8 8'P FF GAR: 119.36' rn z w „� P �� A� ( ) G / 229. WALK z 20' �B a i/. , �• 2 FF 120.59 a; Yg3B' o PORCH N _N - Z I� w N Q \ t y in w \ w p B IC p INV:111.Ot(S) M �Q11'N INV:111.9t(S) INV:109.9t(S) ti , �3 'SMH 6 , �y, Yp pb• 'A // c3 FF GAR:118.10 Nh T 115.99 q- BRICK N N ti Q I ` 112.3 @� V r r - I M ALK ND J i P s c > BIT.cY hrn .(-.9.8' i. �;, a ,.� EX BIT. r 1, v S rlo 528,907 S.F. _ '/ i / i k r� S, lI ',•� I�V:NyA }1 �� WALK z DRI I z Q ri 221' 2 �o DRIVE ' _ \�+ rr„ m II ii 9.0' Qr v Z o, J � � 2� - r S 11a 1 \1 in \ Ic> > �o EX. BIT. 3 v 223' to c� ✓r I - ri 25.0 25.3 12 ' 0 b• 1 i y _ l PPE i I ri \ ` _ _ �10 12.1 AC \ I� �•► I D vE cH . h !Jd_ ti �,2 M) 2 3' 0 SG. II rr�. 16.95 � _ BIT. Y2 DRIVE � . ej�. 2225 ri c0 w DRIVE 20 WAL c BRICK G• - - ' �` LL INV:105.69' X119.6 X120.] 3 n 8 {'� K, ) g - - - 'TtABERRY" , , L I ++ 3 \ I 65'45' BRICK a cf v WALK0- T m �� - •I - •(X&P,EASEMENT G.V. _ . T O T a• w v. ' DRIVE \ YI 'EX BIT. G,. . R by r \o 55876 G.V. G.T- 3 11-� j �� \ I . k115: 1' >.ow.v. v. o• W.V.. r w.v.. w.c r3 �� 02 2a�r- $ -t- _8 �n 8 �A`�P o =6RFVE_ c:v. DRIVE. '�l 11a✓ aAkrs. CONC.:WALK' CONC.'WALK P ' x'" 5.0 v� / I. _ XI14.1 - - 1d4. II• \\ II5.1 - - - - - /• C� \ l.. _c.2 I SioiH 2 -' Nn CB 8...N_" 3, _�D.. - - _ - _ 'I .�ELECiRICAL CB. 1 -� - - _ 1 1. _ �o�,. •>1 r � `! 114.1 1\ 0�- w /% 1 -6� ��0-.._ / I �� r�� - -�-.�• (�.� I - - 0` 'NV:aCE 0�.12-IINV:10 .26_ _ 4 INV:14 ''�SH 3, I� I INa1:106. � a2 �y ,^ \�I� 6p CLaP EASIIIIENF IN :107.72 3�INV:107.80 _ ` LEGEND f C� 5 . . ,= XI17,6 ht}I I' 195 NV: 06.48 �% .`l� - II , INb:7 .78- INV;107.0 • • INV;107.24 IN 107.39 . 'INV:.107.`.i j lull- �17 SM S �8 "Y8 �) �S SM 4 SS ,' `. GB 7 CB-9' - CB 11 4': WATERMAIf f o . 0• >>0. X10 \ O EXISTING IRON PIN % . +ti\ < ��3o,a, f A. a, a ' _ .1 - _ ' I R. ?3'' I 3 3 9• . X116.9 XI 6b n paza, - n a psis \ `IFFt \ 3 E J, _ - ZC117.9 - - CONC. AtK X119.8 XI19.6 , X11 .5• - 'X .0 '` Xll II• _ -CO EXISTING MONUMENT (ER•�iA\' �' w' 1 n' w.v.. - - u6- 1 w.v ♦ ' \ P S•Ji J d \ u .v. clad•EASDAENY w.v. Xi19. wv� 120`. c.v. N �T I. �� v. 7. 0� 1L tg2 $ tiL 92• , g I I \ ms EXISTING UTILITY POLE vi \G.v.' - M o , M /1 119.6 �65• , ' _ - �: . .- _ O� 111 S•. 6 �• ' 16.75 c.v. I 11 - G.v. ,EX BIT. - P Erlr 6 sv 1_? 6 0 1 I \\ BRIC PAVER 3 8, o P 2 A nc 116 221 0 c.v. 116• h \f� ,:9.85 I 3 668 04� -V- � ,c, Ii 7. 9 � FF:117.54 1 6 m \ o ALK ✓ b g WALK 11 T9 12 P 8 EX BIT. I w 11g_ Z I• DRIVEg 3 ~� 9 _ EX. BIT. ,�•�'-c,� �0• g3 Q 2210 3 3 P o r 221' EX f31T EX SIT. N ^� `� EX. BI . n M , \r - - ,� D M o BITx 9.2 1 o B EE �� F11VE 0 N EX. BIT. n M _ WA 116 � ti � \ t N DRIVE N EX BI . �U`I' z �2 DRIVE 3DRIVE DRIVE . NI a , I ° DRIVE 16 c0 DRIVE s. 1 TOW:16.335.70 ) _ = EXISTING CATCH BASIN AND PIPE I , FF 120.97 _ O O ~ 3GPP II i FF GAR:119.31 tio\r1 .c� d 23 io 41 DRIVE m 22 2' II v >off o 9.1 ? " IQi N 2 ti O 00 \ _ = EXISTING SANITARY ; I+rr� TOW:119.79 6.00' 19.2 N OO1 l2°• n EX BIT. 016.8 iZ9.8' M < IIT -12o N N �� 11 221' ;K 1ss " 21.7 ti� -Ils- 6� O k MANHOLE AND PIPE \\\ AY` a'- ;J rO1i _cc xtt9 1 _ n 51' .�,,R o• �n 1s.T ti�� \. �1 = M I' _ .. 27 25.25 N „0 \\. �• '�� 111.8 l'� DRIVE of i� N I7 I+ I_..d a• i� Flo A,k•Q,� Ala \ j r <,y --- - a� is = ' 'ri rt�•� ?^ .- rn II 1L.4- -� .04' Q)5E4i I H -120- 11 �� 9.10 a2 40 8 +I 1' iv X N r 19 L`!124' It 23.1'a 17 11 �\. 9.1 ��2R S 6.0 I , 1 v\\ �L� 1 > r� - EXISTING WATER MAIN AND HYDRANT I\ <^ ~ 11 ° o C4 �! FF.123.34 • 21.9'II z� N 15.8' N it, 2.1 �' r*i �? - 6.7 eP - �' I i 1200'- + > 120.2 \ 6.75 g > 6 6.1 25.0' o I 1 G'OM , r Nn N Z 11) Nei RP z~ 1 m FF GAR 120.88 1 18.3 d I TOW 1119.20 iv FF.120.13 DD a N N �l� M 15 "� I 1 GPP r \ �J! 113.8 o I I 1 \ MV ,Qe \ 0 24.29' - 0 25.05' G P ~ N 25.0' .' ' FF:120.40 NA \ TOW:119.00 iQ oil Mi v C• �� NOS d,� \ , Y 1 v r 30.80' N 1 i Nn `L PEE .!f' 11� '� M gj 1: �P \\ I I 6 N/ i PECK 1225 "A FF:12272 PP ti 123 t; 61 o t FF GAIR:118.52 I 0• FF GAR:118.39 Nn a o t9 c� r, REP 3 'T i o i-R.L- ROOF LEADER 3571' RHO TY x 6.a LANDSCAPE H❑ 6.1 of + ai6.0' 21 't II FF-119.63 M P FF:120.14 1 �' o M TOW 121.59 4717.122.48 of 20.311 N7 P U6 f�1ry S , r rAREA A/C X118.5 24 > Ilj� M II 24.9' 121' d 11 i� I� TOW 120.76 1' ///''' \ �' 25. E °g TOW 118.47 1.2 TOW 118 94 - S - SANITARY LATERAL ' O Oio FF G121.31 .56 �� FF GAR:118.35 , \ M ,2•Y '\ e ,°� 1 PAD c o FF GAR.:120.81 120.5 22 N 2 FF:121.91 1E3 \ 11.0' FF GAR:117.80 U �2 0 \ /i \� 5' +1 ay. // . 1 "� FF:12216 Moi Ili 1 PV I` 30.8' I' tiq TOW 121.31 FF GAR:120.05 III o 19 321' o I� II �l 11.7' e a a " ,�°r Q a = E�1p6�$2 6 -W - WATER LATERAL zo FF:1224f o �E DECK Ir + II o x>>4° DECK 4 29.7+ \1r o„ T o �5 I YD2 r X117.4 YD4 H FF GAR 120.49 21. 29.70' M H R 28.6' 320' ri _ II 117, �` i iq \N ' 1 t� Y\OP I i� , 6 n\ ry I 6 _ 20 i� I R� HI r TF:11-749 II DECK 31.95 DECK t b 9 I TF:118.49 X119. in FF GAR:120.51 < II DECK E�(�YD I ' H 2 ci -{- 6•, 8 6 I�i �� H 6. r I 11 h1I , R 11.7• H RIP-RAP X117.2 17.9 \ 1 INV:108.3 TOW 121.05 , m TOW 121.24 - F - FOUNDATION DRAIN IN\1108.35' X117.3 1 INV:111O.39(NE 2 1 . 11 �� r>o 17.95 21.83 11.7' x120.2 +1��> 'YD5 C w DECK ao 18.1' RL-�� ~_ - - -_ _ - INV:114.89(E) 12"_CPP._ _R___ __ _\� `� \ ° H 0 A C 1 ( )( ) I f, It fi 119.7 TF:119.26 DECK 31.6' X119.5 H XI19.1YD6 ski/ - 118- - - Y11Z9_ TIT -- is fi _ ,F , 3 T �\�. 1�5 s P/ 117.0 fi INV:111.44 Nv�� r 9 , I 178- -__ - - - ". .:. X 1 111 1 �P� - - - - - - - - - - - -330- - EXISTING CONTOUR 6, ( "yCii9.3 �s C6 p' cl'� 0D A Nv:11s.s1(s"E TF:117.87$.o- c� 1 INV:111.39 E 31.80' >> ' DECK rlo 31.6' ° zzz_�_ _ .z _�`i = -71&_ 0 a O Rl �_ _ 12 NV:115.11(12") X119. - -120- 6�VC�UU:- X61.95 \ tilO / I v ,oc XI19.2 - -F- - - - - - - -F_ H INV:115.78 6"W - � X119.7� °�- IN0113.88 (N) - - - _ _oj _ 7 __ - 72� %% 6 _ 14. 6Z "Er -_- - n EX. YD EXISTING SPOT GRADE � X17RR ( ) 12 - m - - -122_ _ _`6- _ _ �' - _ / I9 s- \ 5 ___.. J - XI20.1 _ _122- -a�- 114.28 6"W - - - - - -2- - - �wr�w\ EXISTING TREELINE \ !! j / \ . -' 18'4 �11 .1 +, x118.a - ��`�' - 2_°_ „X12°_ �� m - _ - -19 - - - - - _ x_1 7 = - - - , , �( ) - 1�.4 - _ - - - - - = TF:116.94 Y. _ IZ•4'- - - _ - -126- INV:115.43 REGULATED AREA I , XY�O� < -I22 122- -122- - - - _ a-i? 262 126-X126 I % \\` 12 T- :117.16 aO ''� �j �'c'. g X123. ��; EX. YD ♦ ♦ INLAND WETLANDS SEA LO + - - I\` , I\� INV .36 (W) DMH-3 ii NV,159 1 f�\� 71\ + I\\ - 9 2 112.38 (6"E) INVTF:1107O99(E) O p- O - O� f 12S.7 11 .41 (6 Wl 4 124 2 122 EXISTIN CL GRADE 0 120 g 118 6 EXISTING L GRADE 116 o � 4 $ 0 114 } 2 C3 r - 112 W w t n % 85 o N o f 110 } ~ z 41F P� 2 0 0.51% - - 15' HDPE 0.76% 110 LF 15" DPE S '�in 5_Q.wil0 CBI1 _ N 108 118 15" HDPE S-63SXr 48 LF 15 PE O• % - - - - - - _ z o 294 LF 8" PVC 0 % to I� - - _ - N m ' en �" 224 LF 15 HDPE m m r z < z < 106 -I DD -1 z r - c °D c 2 g6 98 LF 5" HDPE - _m [ ZL z _ o o + o i c z Roo�' -I ? I P� HDPE % < r o -I rn G o a 0 0' o z tot ? z z W =t o o 15 _ S rn y u, c c =I "t =I "i m v o, W o- 104 TR�•14.481 3.99 r o y o1 ro z o. w I+ N FL�G8:8b 1101 8.67 102 z I N i to :1' n> < Na STA:12+55. z w w PSMH3 o STJM418+ FL-105.69 105.49 1 .O8 FF FL 108.0 100 S k' con LAT. UNIT 2 : 0-105. 5 Fl`i9��1 64 CB6 (2'SUM ) YD3- 6 CB8 (2'SUM ) CB10 (2'SUM )� =2 (2'SUM ) C814 (2'SUM ) PSMH5 n, 12 1 '-L 108 LF 12" HDPE STA:13+50 12'-L STA:116+95 2'-L STA-.18+43. 1. TA 19+75 I+ z TF:148:94•- 116.15 1•46% TF�O 1 7.76 TF: , 11 tF;}} 11 2 TF:41+64 114.53 16 4SUM TF:�48c35-•11 .51 C618 INV(15"INCB OUT): 103.99, 103.91 INV(IeINCBt /OUT): 104.39OUT 104.371N IN 15-IN 1ti nC81 /outk 106.53OUT 1 .73IN *AV l5 r,= /w* 107-42OUT 7.461N FL(8') 109.21 TA:20+725 (18'-L) STA:21+43.1 12'-R 98 C64 (4' SU P) INV(12'): 107.8310 .O6 INV(6")s 108.7 1 .38 CB12/OUT): 106.111 N)105.92(OU INV(12!'): 108.81 n NV(15") 108.69 IN 11 0-1 15". 108.051N 5 YD3A- 3 INV(15'IN CB ):�4&•28-11 37 .�, � )111141.53 107.920U STA:11+12 12'-L $ TF:40834 108.56 1 5 CB13 (4 SUM ) CB15 (4'SUM ) OB17 (4 SUM ) INV(15'inCB /out): 102.31, 10216 1.17% C67 2'SUM CB11 2'SUM ) STA:19+93.4 12'-R 96 REPLACE M n 10 .24 STA:13+50 2-R STA:15+75 2'-L) STA 16+95 2-L TF 415fi5-11 .64 TF Wit}11 .64 TF86 11 .92 ry _ INV(6"): 104.77 STA:12+47.6 YD2-� TF�O.117.77 TF-1}&35-11 .53 TF�X2G-11 .26 INV(15'): 110.79 INV(15'7: 110.31 IN 15 : 108.591N ' 1 .9 NV(t:r 108.60IN TF 102.49 STA:11 00 C63 (4 P) TF.116:94-11 .03 S 0.71% INV(12'):110 ✓ INV(12': 113.03 INV(12'): 111.08 109.06 108.530U 42 53 INV(I6IN 4/0UT): FL(IN): 100.9 TF:19&54 108.53 INV(12�: 109.t9 • 109.40 FD 9 97.9_FL( IT 7 INV(15"} 103.35 IN 6': 109.18 ClEl 3B-CB8 C811--CB12 YD8-CB12 CB13-CS14 CB16-CB17 �6 97.7 IN 104.03 INV(4"):109 8 20 LF 15' H PE 5 LF 12 HDPE CB9-CB10 20'-15' HD 20 LF 15' H PE 4 H CB5-CB6 S_1_. -1. % 1.OX 20'-15' HD E S 2bfi-3. 5% S�1F3.4 S-0.5X✓ vi PSMHt (EX. TUB)CB1 (4' SUMP) 2�X150H �E • S�,257�-2• % 92 STA:1 25 12'-R CB1-CB2 CB3-CB4 YD7-CB3 YD4-CB7 YD6-CB11 YD7-CB13 aT TF 482;25 102.28 102.49 20 15 2 1 H P 20 LF 12 PE 110 LF 12 DPE 90 LF 12" PE PE 93. 7 IN•. 99.10 S 4-gW 3. 5% S�5X- 0. 5% S-8:OX- 11 % S-1 0% 0. % S-2;&'l 2. 6% 95 4 -3�12 H PE LF- H S�4AL-3.02. S-a:91L1.33 Q In 7: CD ri 0 0 N M N "R 0 Do- 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 SURVEY NOTES 10 6-11-08 ADD UNIT 11 & UNIT 17 MHA 15 07-9-09 ADD UNIT 22 MHA 20 11-23-09 ADD UNIT 13 & 14 DRIVEWAYS SK iv 1. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE 11IiH SECTIONS 20-300b-1,HRU 20-300b-20 -fl OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES-'STANDARDS FOR SURVEYS AM MAPS N THE STATE 9 4-29-08 ADDED UNIT 10 MHA 14 02-12-09 ADD SIDE YARD VARIANCE UNIT 1 LRG 19 11-16-09 ADD UNIT 14, 15, & 16 SANITARY LATERALS MHA UNDERGROUND UTILITY, STRUCTURE AND FACILITY LOCATIONS DEPICTED AND NOTED HEREON HAVE BEEN COMPILED, IN PART, FROM RECORD MAPPING SUPPLIED BY OF 0"ECIICUT,PREPARED AND ADOPTED BY THE CONNECTICUT ASSOCUTION OF LAID SURVEYORS,NC- SErTEU9ER 28,1998 THE RESPECTIVE UTILITY COMPANIES OR GOVERNMENTAL AGENCIES, FROM PAROL TESTIMONY AND FROM OTHER SOURCES. THESE LOCATIONS MUST BE CONSIDERED +' 4 TYPE OF SURVEY IS AN WROVUENT LOCATION SURVEY_R�_AND IS INTENDED TO DEPICT THE LOCATION� 8 12-17-07 ADDED UNIT 9 SK 13 10-27-08 ADD UNIT 1 MHA 18 11-12-09 ADD UNIT 15 & TREES ON BUFFER MHA 23 09-16-10 ADD UNIT 2, 23, 24, & 25 MHA AS APPROXIMATE IN NATURE. ADDITIONALLY, OTHER SUCH FEATURES MAY EXIST ON THE SITE, THE EXISTENCE OF WHICH ARE UNKNOWN TO Ol IMPROVE]NENIS REL171VE TO PROPERTY UNES. 3 DESIGN PROFESSIONALS, INC. THE SIZE, LOCATION AND EXISTENCE OF ALL SUCH FEATURES MUST BE FIELD DETERMINED AND VERIFIED BY THE APPROPRIATE AUTHORITIES o ♦THIS Is A RESURVEY BASED ON MAP R p. 7 11-5-07 ADD FINISHED ASBUILT OF UNIT 7 MHA 12 8-05-08 PER TOWN COMMENTS BRB 17 10-15-09 ADD UNIT 13 & FINAL ROAD TOPOGRAPHY MHA 22 04-20-10 UPDATE: FINISHED GRADING, STORM INVERTS MHA PRIOR TO CONSTRUCTION. CALL BEFORE YOU DIG 1-800-922-4455. ♦HORQCNTAL ACCURACY 6EEIS CLASS A-2 STANDARDS AND VERTICAL ACCN7ACY MEETS CLASS T-2 STANDARDS 6 10-12-07 ADD FINISHED TOPOGRAPHY AND UTILITIES MHA 11 8-01-08 ADD UNIT 3 MHA 16 07-30-09 ADD UNIT 8 MHA 21 04-02-10 ADD UNIT 16 MHA O) z tx 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS Tel. 860.291• 8755 PREPARD FOR: SHEET nn II LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE 5. 10-10-07 ADD UNIT 12 MHA TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. Fax 860.291• 8757 FINAL AS-BUILT M m BEORMATION. ALL FIELD VERIFIED PRIOR NTOUCO CONSTRUCTTILITIES ION. 4. 9/21/07 ADD UNIT 6 MHA 40 GRAPHICO20' S 40 CALE so esign D D OO TEA BERR Y ES TA TES °r+Y 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD ��jj �I 1 3. 8/27/07 ADD ASBUILT UNIT 21 MHA lon.1, 0) � BY A LICENSED LAND SURVEYOR PRIOR TO ��JJ CwJJ l�J�J�J �I �q 3 CONSTRUCTION. 2. 7/14/07 AS-BUILT UNITS 4, 5, 10, 12, 17, 18, 19 & 20 MHA ( IN FEET DESIGN.MHA DRAWN.•MHA CHECKED. LRG °LLIN TO �®AD civil engineers • planners • surveyors U133. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 9/7/06 ADD REVISED AS-BUILT INFORMATION MHA 12327 1 inch = 40 fiL landscape architects • gis gps JOB NO.: 19JO DATE.• 05-JO-06 IMPRESSION SEAL AND ORIGINAL SIGNATURE SOUTH VN 111�7��'®� �V®1\ll�l�ii�1111�1L!1 OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY LAWRENCE R. GEISSLER, JR. LIC. No. 425 Sullivan Avenue, PO Box 1167, South Windsor, Connecticut 06074 DRAWING NO.: jobs-surmyl19,30�1930bt7se-ob.dwg .1 >s �°� � �� tio�° � �`�n, 5°�`� � ��?�� i DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT TOWN OF SOUTH WINDSOR PERMIT# Applic :e'reby: BUILDING DEPARTMENT APPROVED 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 Date Bi ing Inspector F Application must be printed or typed FEESCHEDULE � ` � ation of Job: $0-$1,000=$15.00 Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Apt.No. APPLICANT Q SZ APPLICANT ADDRESS r Gn r-, Sit, C� APPLICANT PHONE# O W N S Fq OWNER OWNER ADDRESS 0 r. OWNER PHONE - l� C a ESTIMATED COST$ _ .�)_O O Q IS THIS A CONTRACT COST? v Yes _No FEE ENCLOSED$ S U r��sO.• O�� TYPE OF JOB: R-CO ✓New Installation Alteration/Addition/Repair Revised 4/01//2002 APPLICATION FOR PLUMBING PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? O YESA NO RESIDENTIAL BUSINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY ❑MERCANTILE FUTURE USE AND OCCUPANCY ❑EDUCATIONAL ❑INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE U STORAGE ❑GARAGE ADDRESS ❑MDCED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION Zj, C SIZE OF MAIN DRAIN y NO.OF TOILETS Z STYLE l7 NO.URINALS STYLE NO.OF BATHTUBS NO.OF SHOWERS NO.OF LAVATORIES 2— 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 01N'O SIZE OF WINDOW IF NONE C.F.M.OF VENTILATOR OUJ gP-1C SIZE OF DUCTS ( SEWER9R SEPTIC TANK SIZE OF WATER MAIN SIZE OF WATER PIPING&RISER WATER HEATER: TYPE MANUFACTURER DESCRIPTION OF WORK THE UNDER IGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DEScTMMM—MMT%1T7— COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT_�,�`��;� .� � �K ,� DATE —1 1 /C) Revised 4/01//2002 DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT PERMIT# Application is hereby: TOWN OF SOUTH WINDSOR b BUILDING DEPARTMENTry APP 1540 SULLIVAN AVENUE 644-2511 ext. 230 YDiaw Bl g.Permit# ding Inspector Application must be printed or typed FEE SCHEDULE Location of Job: L-y� 2 2�A "vp.Ae � \� �Q . $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT APPLICANT ADDRESS S vJ t APPLICANT PHONE# --L - \ . 0,0 W N S Fq OWNER S nx <� OWNER ADDRESS O 0 OWNER PHONE 2 2 - O 6 �-- r C ESTIMATED COST$ (,. D U o IS THIS A CONTRACT COS ? '�Yes _No FEE ENCLOSED$ �o r��s 0�� TYPE OF JOB: �1 1"a� OR-C New Installation Alteration/Addition/Repair APPLICATION FOR PLUMBING PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A RESIDENTIAL � BUILDING PERMIT APPLICATION? ❑YES C O ❑BUSINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY ❑MERCANTILE FUTURE USE AND OCCUPANCY ❑EDUCATIONAL ❑INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE ❑STORAGE ❑GARAGE ADDRESS ❑MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION SIZE OF MAIN DRAIN \A NO.OF TOILETS Z STYLE NO.URINALS STYLE NO.OF BATHTUBS 1 NO.OF SHOWERS NO.OF LAVATORIES Z 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 U K'03 SIZE OF WINDOW 2��'Z_ IF NONE C.F.M.OF VENTILATOR SIZE OF DUCTS SEWS R SEPTIC TANK SIZE OF WATER MAIN 1 SIZE OF WATER PIPING&RISER 3 WATER HEATER: TYPE C(a S MANUFACTURER S - , DESCRIPTION OF WORK THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS T7— COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT DATE DEPART MENT DECISION APPLICATION FOR ELECTRICAL PERMIT TOWN OF SOUTH WINDSOR # Application is hereby: �� 'u BUILDING DEPARTMENT a -'f APPROVED 1540 SULLIVAN AVENUE Bldg. Permit# 14— 644-2511 ext. 230 - Date Building Inspector Application must be printed or typed FEE SCHEDULE (/` Location of Job: $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000= $15 00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT C- rjZ C _r-j C— APPLICANT ADDRESS yam— (. >C� � C-;— L?z-1 j C, APPLICANT PHONE# 25'�od—Q-7<2, O W N St OWNER v p q< OWNER ADDRESS `, n- < "n ti CST 06o 7 CIO7 r OWNER PHONE D c �� r"jG 14 S__ O = ESTIMATED COST$ D IS THIS A CONTRACT COST? ✓Yes —No o (o FEE ENCLOSED$ �,) 5 O�� TYPE OF JOB: `1� �R C —New Installation _Alteration/Addition/Repair Revised 4/01//2002 APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side) TYPE OF BUILD- IS THIS APPLICATION ASSOCIATED WITH A ING BUILDING PERMIT APPLICATION? 4YES ❑NO SIDENTIAL CURRENT USE AND OCCUPANCY /V O/Li Z II❑BUSINESS ❑ASSEMBLY FUTURE USE AND OCCUPANCY S 5 --,o T�,�r S ❑MERCANTILE ❑EDUCATIONAL ❑ INSTITUTIONAL ENGINEER'S NAME PHONE ❑FACTORY ❑ STORAGE ADDRESS ❑GARAGE ❑ MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD SIZE OF SERVICE SIZE OF MAIN CONDUCTORS L NUMBER OF METERS�_ NUMBER OF DISCONNECTS AND RATINGS NUMBER OF PANELS ' REMOTE DISCONNECT REQUIRED? 0 YES b,060 - NUMBER OF LIGHT CIRCUITS / NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS�J NUMBER OF LIGHT FIXTURES ✓-9 O NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS _ SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. /2 CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT �L� DATE 3 :i RECEIVED SITE COMPLIANCE CHECKLIST TOWN OF SOUTH WINDSOR,CONNECTICUT ***** BUILDING PERMIT***** SOUTH MNDSOR PLAN;INING DEPT. ADDRESS_(�y T/UNIT# Reviewed by !L (Engineering) CONTACT/DEV ':�5D hV1d{C�S Date Reviewed s z o� — Denied PH# �oZ �P Reviewed by (Planning) Date Submitted �i /%2 Date Reviewed 3 Approved nied Reviewed by (Health Dept) Date Reviewed Approved/Denied In accordance with the Zoning and/or Subdivision Regulations,prior to the building of any structure on a lot,a Topographic Plot Plan shall be submitted for approval. The minimum requirements shall include: Approved Denied N/A ✓ 1. Name,address&phone number of owner/applicant 2. Name,address&phone number of plan preparer 3. Zoning Information—i.e.zone,open space, floodway,street address 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,eAsting&proposed,10r 2ft.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&address of preparer, date,appropriate certification,live seal&live signature consistent with the Board of Registration requirements.(P.E.&LS.) 5. Sedimentation and erosion control 6. Special Planning&Zoning,Inland/Wetlands considerations(Plans on file w/Town Clerk) COMMENTS: s/engineering/molloy/building compliance cieddist 201100007 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER CERTIFICATE OF OCCUPANCY DATE: 01/21/11 GIS ID:52600024 FEE: 10.00 MUNIS APPLICATION# 200900479 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: JMJ CONSTRUCTION COMPANY ADDRESS: 24 LAVENDER LANE ADDRESS: 658 ELLINGTON ROAD OWNER: JMJ CONSTRUCTION CO INC SOUTH WINDSOR,CT 06074 658 ELLINGTON ROAD SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: CONSTRUCTION OF SINGLE FAMILY DWELLING 1596 SQUARE FT 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 1/21/2011 3:41 PM TIIE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1100020 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER HVAC PERMIT DATE: 01/21/11 GIS ID: 52600024 FEE: 120.00 MUNIS APPLICATION# 200900479 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: HOMESTEAD FUEL INC ADDRESS: 24 LAVENDER LANE ADDRESS: PO BOX 749 OWNER: JMJ CONSTRUCTION CO INC ELLINGTON,CT 06029 658 ELLINGTON ROAD SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: CONSTRUCTION OF SINGLE FAMILY DWELLING 1596 SQUARE FT INSTALL HEATING AND A/C, 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 1/21/201 1 3:42 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1000107 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER PLUMBING PERMIT DATE: 04/05/10 GIS ID:52600024 FEE: 90.00 MUNIS APPLICATION# 200900479 BUILDING DESCRIPTION: APPLICANT, LOCATION NAME: IMPERIAL PLUMBING CO„INC. ADDRESS: 24 LAVENDER LANE ADDRESS: 648 SULLIVAN AVENUE OWNER: JMJ CONSTRUCTION CO INC P.O.BOX 875 r 658 ELLINGTON ROAD SOUTH WINDSOR,CT 06074; SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: CONSTRUCTION OF SINGLE FAMILY DWELLING 1596 SQUARE FT SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. i CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 4/5/2010 1:23 PM TIIE FEE ABOVE INCLUDES A$0.22 PER THOUSAND CT STATE EDUCATION SURCHARGE 1000107 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 05/20/10 GIS ID: 52600024 FEE: 60.00 MUNIS APPLICATION# 200900479 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: M-W ELECTRIC,INC ADDRESS: 24 LAVENDER LANE ADDRESS: PO BOX 145 OWNER: JMJ CONSTRUCTION CO INC VERNON ROCKVILLE,CT 06066 658 ELLINGTON ROAD SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: CONSTRUCTION OF SINGLE FAMILY DWELLING 1596 SQUARE FT 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 5/2 012 0 1 0 l 1:42 AM THE FEE ABOVE INCLUDES A$0.22 PER THOUSAND CT STATE EDUCATION SURCHARGE