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HomeMy WebLinkAbout101 LAVENDER LN DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT TOWN OF SOUTH WINDSOR PERMIT# 7AP ca ' isfie?o�y: �00�¢11. BUILDING DEPARTMENT 1540 SULLIVAN AVENUE Bldg.Permit# 15.() ' 644-2511 ext. 230 �be Date Bur ing 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$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT /`1- t vl rn lC APPLICANT ADDRESS APPLICANT PHONE# ' 99 4 ,, SOWN Sfq OWNER ���� �_('�•JSrR� c �'to� , .� OWNER ADDRESS C, F3 4 L I ,y C ZI p cy R-j c r tot► ( •_'---�i�� t�� � L Cal ^�� `/ o E� OWNER PHONE C U o7 1 a ^C't (7! ESTIMATED COST$ Li 000 -v y r .� IS THIS A CONTRACT COST? Yes _No ty (" '�G FEE ENCLOSED$ ty©. pp S - 0 TYPE OF JOB: co �R C New Installation Alteration/Addition/Repair Revised 4/01//2002 APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED A BUILDING PERMIT APPLICATION? NO RESIDENTIAL ❑BUSINESS CURRENT USE AND OCCUPANCY A)O n/4 ❑ASSEMBLY ❑MERCANTILE FUTURE USE AND OCCUPANCY c 0�2z,-v 6 ❑EDUCATIONAL ❑INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE ❑STORAGE ❑GARAGE ADDRESS ❑MDCED USE CITY STATE ZIP (Other Please specify) TYPE OF INSTALLATION/WIRING METHOD W SIZE OF SERVICE --?Od/I SIZE OF MAIN CONDUCTORS NUMBER OF METERS NUMBER OF DISCONNECTS AND RATINGS NUMBER OF PANELS REMOTE DISCONNECT REQUIRED? ❑YES 9Q NO NUMBER OF LIGHT CIRCUITS O NUMBER OF POWER CIRCUITS S NUMBER OF SWITCHES -2 y NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES 0 NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS I 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. ( / T l�� ����� / CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT ? DATE DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT PERMIT# Application is hereby: TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT APPROVED 1540 SULLIVAN AVENUE Bldg.Permit# 6 �1 �f 644-2511 ext. 230 Date Building Inspectror Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 Street No. \ _ stre(e \ L ca v e Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT C APPLICANT ADDRESS S APPLICANT PHONE# O W N 3 F,q OWNER OWNER ADDRESS 0 OWNER PHONE C ESTIMATED COST$ . ���� 0 u J IS THIS A CONTRACT COST? _Yes _No �G FEE ENCLOSED$ -%I go.00 l�Os O�� TYPE OF JOB: �R'C v"NCw Installation _Alteration/Addition/Repair Revised 4/01//2002 �!C'D I Od40 C� APPLICATION FOR PLUMBING PERMIT (continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A RESIDENTIAL BUILDING PERMIT APPLICATION? ElYES,4NO BUSINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY ❑MERCANTILE❑EDUCATIONAL FUTURE USE AND OCCUPANCY ❑INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE ❑ STORAGE ❑GARAGE ADDRESS ❑MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION 2 �c� SIZE OF MAIN DRAIN —\ NO.OF TOILETS .Z STYLE 1 - 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 ,4 YES ❑NO SIZE OF WINDOW 2 C 2— IF NONE C.F.M.OF VENTILATOR SIZE OF DUCTS SEWERSDR SEPTIC TANK SIZE OF WATER MAIN ,I SIZE OF WATER PIPING&RISER WATER HEATER: TYPE C, s MANUFACTURER S IF,� DESCRIPTION OF WORK THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK 5ESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT ��, ,4 � ,.� DATE /�0� • f DEPARTMENT DECISION APPLICATION FOR HVAC PERMIT PERMIT# Application is hereby: TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT g0CP34 k APPROVE 1540 SULLIVAN AVENUE l Bldg.Permit# 644-2511 ext. 230 �7 D6O I 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$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT C� _ APPLICANT ADDRESS n i i *E APPLICANT PHONE# T 19 '(O W N SF OWNER OWNER ADDRESS OWNER PHONE O r U ESTIMATED COST$ r� IS THIS A CONTRACT COST? ✓ Yes _No [.. , �s✓ FEE ENCLOSED$ l�Os O�� TYPE 7New B: R C Installation 1 _Alteration/Addition/Repair ��I Revised 4/01//2002 v APPLICATION FOR HVAC PERMIT (Continued from reverse side) TYPE OF STEM: TYPE OF BUILDING: ❑�TING ❑RESIDENTIAL A/C ❑COMMERCIAL ❑VENTILATION ❑INDUSTRIAL HEATING ❑ STEAM LOW PRESSURE LIMIT LBS. HIGH PRESSURE LIMIT LBS. ❑HYDRONIC ❑WARM AIR ❑UNIT RADIANT HEATER EXISTING RADIATION ADDITIONAL RADIATION TOTAL RADIATION DESIGN TEMP. OUTSIDE OF INSIDE OF DIFFERENCE OF TOTAL HEAT LOSS(BTUH) °F(HEAT LOSS SHEET MUST ACCOMPANY APPLICATION) _ DESCRIBE 4L HEATING EQUIPMENT(INCLUDING M I� O,D�EL,NO. 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 COOLING EQUIPMENT(INCLUDING MAKE&MODEL NO.) 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. 11 CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT `f�21 S DATE Sales consultant: Job#: Ranch1 Date: 07/03/2007 -- - --- _ _ -- stem (Average - ---- ..._.�. � •- ------------------- g►e Load ------Design Conditions Location: !Hartford Brainard Field,Connecticut Elevation: 19 ft Input Data: Outdoor Dry Bulb Indoor O Bulb Daily Range: MedluiY� Dry Latitude: 410 N Design Grains: 30 Sumner: so 75 Heated Area 1950 Sq.Ft. Winter: 5 70 Cooled Area 1950 Sq.Ft. HeaULoss Summary (July Heat Load Calculations) Sensible Latent Loss Gain Gain Walls 6711 lggq 0 Windows 7002 -- 27" . - 0 Doors 1434 573 U -- IJ-------- Ceilings 8873 _ 6825 — Skylights 0 (I ..."_ Floors — 6026— 1404 0 . Room internal Loads 0 - 4170 1400 Blower Load 170-- --- -- Hot Water Piping Load J - 0 -- . Winter Humidification Load - — p 0 0 Infiltration 9377-'^ 965_ 1193 Ventilation 1752 404 1428 Duct Loss/gain EHLF=0.22 ESGF=0.34 0673 6231 726 40 AED Excursion nia 771 n/a Subtotal 49848 27439 4747 Total Heating 49848 Btuh 15 kw of electric treat Total tooling 32185 Btuh 98 Linear ft.or Hydronic Baseboard "Calculations are hayed on the ACCA Manual J 8th edition.All computed calculations are estimates based on building use,weather data,and inputted values such as R-Values,window types,duct loss,etc.Equipment selection should meet both the latent and sensible gain as well as building heat loss. this application has glass areas that produce large cooling loads for part of the day. Variable air volurrir. devices are required to overcome large spikes in solar load for one or more rooms.Install a zoned syste?rrn t►r Provide zone control(individual, motorized, thermostatically controlled dampers)for problem rooms. S;,r►gj(, speed®quipment may not be suitable for thlt application. SITE COMPLIANCE CHECKLIST RECE1 VED TOWN OF SOUTH WINDSOR,CONNECTICUT /V0V � 7 7ir�r9 *****FOR C OF O***** rAN4N0�uu, // - CONSERVq�DSACE�I ADDRESS JQ/ [al/Io Lti LOT/UNIT#1.5 Reviewed by 0,L1 (Engineering)D" CONTACT/DEV JM-3- Date Reviewed t rov yDenied PH# q Reviewed by 'lam—(Planning) Date Submitted / / 7 / Date Reviewed a Approv /Denied Date Reviewed Approved/Denied(Health) As required in the Zoning and/or Subdivision Regulations,no Certificate of Occupancy shall be Issued until grading plans have been complied with and approved by the Town Engineer. The minimum requirements shall Include: Approved Denied N/A +� 1. Approved building permit plan 2. Finish grading per approved building permit plan / 3. Site work,i.e.trees,shrubs, - / dumpsters,required parking 4. Utility location; �j a. sanitary sewer/septic systems c/ b. foundation drain C. electrical&telephone d. water 5. Sewer connection charge paid 6. Appropriate certification 7. Bonding 8. Planning&Zoning/ Inland Wetlands Considerations a. Lighting b. Signage Freestanding Wall C. Fee in lieu of Open Space n COMMENTS: /Lev;r-ed Ai f5-"la- c.cJ Cr4e y-_(✓� ' a�co lJ0r1oe ✓ s/engineering/molloy/site compliance dheddist JJ � i l� II RECEIVED SITE COMPLIANCE CHECKLIST TOWN OF SOUTH WINDSOR,CONNECTICUT APR L 2009 ***** BUILDING PERMIT***** SOUfNY�1NDSORPLWNGOUT. ADDRESS IU� �( LOT/UNIT#Reviewed by n►J (Engineering) CONTACT/DEV Date Reviewed y2 0 r /Denied PH# Reviewed by (Planning) Date Submitted Date Reviewed 3� ppro /Denied 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,1 Or 2ft.interval where appropriate _Lz�_— 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.&L.S.) S. Sedimentation and erosion control 6. Special Planning&Zoning,Inland/Wetlands considerations(Plans on file w/Town Clerk) COMMENTS: s/engineering/molloy/building compliance checklist NOTES: MAP REFERENCE: 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. / 1. PLAN/PROFILE LAVENDER LANE PREPARED FOR: TEABERRY ESTATES, ELLINGTON ROAD / 6" MAPLE - - r�r/ T 2. HORIZONTAL DATUM: NAD 83 SOUTH WINDSOR, CONNECTICUT SHEET 7 OF 10, DATE: 12-15-04, REVISED 10-20-05, �P�.o•G� ,p$� - ' ��p$e 36" MAPLE DEC( 180 a 16 \ "0 WV OF SN1F VERTICAL DATUM NAVD 29 . SCALE 1 INCH = 40 FT. BY DESIGN PROFESSIONALS, INC. / y 29. ' moo' 'vr�3' 0(/) � c��y � _ 6 �1 / "llo FF:116 WIND , •114 9 .0 •69 \ \ `+ ` �tipq S� 3. MAP IS DEPENDENT ON MAP REFERENCE #1. FF GAR e q�q � roW:11535 �' \ R 4. THE INTENT OF THIS PLAN IS TO DEPICT THE AS-BUILT CONDITIONS AND FOR THAT PURPOSE ONLY. TRef foT pRfIN / DMH4 / oEo� SEA 11 CA4 SEA TF:109.09 ,1� y�~ \R.`' \R.6.g' 6 �i * SIDEYARD VARANCE GRANTED BY THE SOUTH WINDSOR \R 1 M \ '..`1•. LANDSCAPED AREA I�J V:N/A AMH4 FFc 116.61 ,� -1-~ Y4• 'g•1{.� \ 1 \ yj bo ZONING BOARD OF APPEALS ON DECEMBER 4, 2008 fl IIN::N/A \ FF GAR.: .71 0 INV:N/ATOW:115.40 !• - �j04�. a I10\ -11 _ `` t �il �`\\ '�9. \N�,\��5 �2.5'� N M \1 II m 25' BUFFER - , - - - -10 1 . y. 6.1 - - 1 ' . INV r, •� .�.� � ' �\\2 `� 9� 5, c 21.9' 3 \'�• ' :- , 25' BUFFER 3 15" HADP_E_S:_`�74 25 FFER $ pp\a Y 2� 2 `\ 'I u\ U /S 111. i�O•\� c� ;' ,G j _ �� . 113.7 Ft -tt4 I UTCJTY EASEA�M INFAVOR OF X114.1 P - \ / 10 S.Y. o ,66 _ _ �Y '' - 3 , R I o G �T r \ 4.3 ! d. ,,q• \ �12� \ ' (� ,, r`\\` �10.A q�J /1 -� 3 I 4,' 'A,� \• 7HF ME1ROPgJTAN DISTRICT, !v H o �� \l F' O �7� I ` pv _o- \� `ter •� 0 V"� 6 - - - - - - - - - - - - - - IQ ltib• _ I / ) ti 1 W EX. BIT: I I I y.�• 04i - _\- - - - - - - - - - - - - - - - - - - - - - - $ 3 ��1 14.9 12 9�,DECK YD8 �ti1q' \ O S7. �^ - - _ - _ _'- - - _-`_ " I I• 4 \ In I II Y03 I YD3A \\A ti� H 20.2' c3 °0 6 2 :t 7 5.04 3 0 10 12 FE - o 2` \ I o ' 3j9. 11 TF:11 g.47 c ! DECK 11.6 >> b H DECK n 18.1' titi�' >>3 p 9 to G• v v. 0• , TF:104.20 wF m, Q` TF:116.53 \ 12 9' TOW. I :IN r �' N 0• o p6 77 _ 1 6 INV:Pj/A n o0 q \J,n?S '� h 0� II >>�5 DECKH INV:N/A ✓ ` a6 �i FF:121.47 0 b' ` 116- 3�i� 12.74 f F d6 \I 3 1 ro 29.8 I• r - - - - �^U, A _ q2 FF-118.31 4'" WATERMAI r cl9 t My rJ F �� •\ 1 .�'� 715.2 11 r r_qL3 05 29.6' FF GAR:119.54 x>> o � ' �. c.v. UTILITY EASEMENT I DtSTRI OF \N WF8- + FF GAR•116.58 r - THE METROPOLITAN DISTRICT � 6 ;, AC 3 1g. TOW:11/.14 _ - - _ _ _ - - - _ - � E �GWF'6 A L O . P 11 12 0' / A C N -Its- I H 16 �1 �� 0 0 \ - °� E o. \ �B <� G b' N •r a TOW 121.17 10 PAD / FF:122.06 (DECK 0.7 0 \ir 11 1 2 9, C ? o pP 6x I' 3 C H C:H \ \R. ch `~ 6 TOW: N ,� O FF GAR 120.10 s I DECK 31.7' 32.0' Y5 I 12.44 ti v �g o6 \ \ 11 r io PAD + dO1 j a2.2 t 1e DECK ti Y o xl II. El �yo�l „ FF GAR:120.18 n ti • E� 3 +� try yo z FF:122.76 0; + M 7 9 _ o r �. .�: c • WF • 0.75`` Al DECK M ❑� \ 12.0' n5.1 y 11 $ ` 3R r ~ �2 /, �CLdcP EASLMLNI \\J 1 3 �`r 3 \R % �. �`` O < FF GAR: M 5.8'1?12 4' ��ay 92 2 2' N rr a 11. o O 11.7' we' y�e ! �. K V /�Y e s 11 6.0 c 25.5' r� ro O• 6.9' >> .t TOW.120.79 8� ,I a a ?3 ,C I• 35 �z I o. IMF a o p6 3• \� KD 4 5.8= qp 1r 6 N FF 122.02 n. o :* TOW: 120.74' . rn TOW 118.68' 6• '►� \V� . r ��ti• r, •I \ `�` 4 r OSGP , `�` 6R\G\c O 9.1Sv - O 1 A/ FF GAR:120.12 a �i z t� FF. 121.9 FF: 119.90 io C . CDi 16 3 / r•i 12 6 +, '-I a 22 8 P 6.0' 32UWt R o o a FF GAR: 117.76' ri P 0 r q 0 2 u r' + lv \ ^ 9.8't N 0.82' 8' 794 BRICK y�tiS' 8' +1 2' o y 11 FF GAR: 119.36' ¢s rr a¢ M P ' h� i 'X�, 1, a� 22.2' WALK z 2.0' z • G p8/ 2 ` 11 2 _N �• M '+' N Q - ♦ , g. • �. I � 1 \ , m PORCH N ;1. \ � � +; o B IC � p INV:111.Ot(S) 1'1 II- INV:111.9t(S) � INV:109.9t S rn , �`�• 'SMH. 6' ,� .��r,� � UNIT C N > EX BIT. h 9.8 n Jc N a O I x t �. s r v S 11 a 0 528,907 S.F. 1592 SF BRICK r' \ > • . N y Q %. g ! 112• 0 1 �� EX. IT. N M ALK ao r T k 0 ( ) I I WALK `� z DRI �1 z r ri 22.1' 12.2' ' o ^ `� DRIVE T. _ ti f W $P<v \ X 2 / YD1 c? . !yri. O N. r� EX. BIT. \ I DR VE n r - atd_ _ _ L v, . S9 • Ic> > 0 3 \0 22.3' �9+ 25.0' 25.3 �c 12. f°GPP� tip' I I r, J �l0 12.1 AC TF:1,08.68 x `' v 0 I I• ` I / �• � •`� � � I z a EX. BIT. 12 DRIVE � a`Qy 1 �i � �• IC N BRICK � � G• _ _ - - - - ' / `o INV:105.69' �Y YD36 L`N DRIVE 3 12p d' ti�°i �' o BRICK g + "T�ABERRY" ] r . I -sF:17 S QQ I rV4 WALK SG 16X119.6 X120.1 / p WAL IOI pP 1CLdcP EASEMENT GV. } -I- V G�-14 BIT INV:•N%A o. aQv _ T •o T w. w_ IVE � / tt ,! 502 - - -g ' ttAi lufi. CONC.\\W CONC. WA 8. tl7� =$R}QE i x114.11 - - - - _ - _ - C' pass G CONC.'WALK - ti _ I \ O C.'WAL / IL4.14. ti 1111 �'� / � Q ` \ \ I 14.26. i, SMH'2 CB 8. a. t4 F00- - -.- ELECTRICAL CQ 1 6+DO- - - - .- C 12 +00 3' - - -_ - - - -•- - - - -. - I. / 9+00 ��. s' B 5 _ - 4-. l 14.1 \ I !\ ✓,n rob` ��°52 rr b 15' QO' SERVICE u l M CB'14i NV108.9 M-- - - - SIT' _ 0 'NV:a0�.i2 •IINV.10 .26• I V;106.54 S H 3, IN'/:i 6.50 SZ tip' 6A'CL&P EASEMENT IN :107.72 bv'107..80 i- LEGEND u u �� 5 - ' - 1 v: s.4 _ _ _ -- H s . ' '- _� 7187P TV 93S 8�8 II INV:10 8• ;107.0 i8 INV;107.24 IN 1•7.39 'IN :.107.5 S' rr ` \ S �4i' WATERMQII! I h ,. �S- \ r p9 o "09' CB.9' CB 11 XI36.9 Xl 6b v }azo31 ti G R G� 0y I / X>> \ 0 EXISTING IRON PIN I : R: ,l: _'-119: _ _ - n 3 96. �. uip.2o� c� a �E ^� XY \ o EXISTING MONUMENT tiy3 ME�� / r' - c C. WALK .XT19.& X119.6 Xil .5' .0 / r o, ti .�P�E o�it j• i k - �' 12o .14 ' Vi. > O % II CL'drP.EASEMENT I. w.y. WN.' ��' W.V. EASEMENT '6- 5' _ \ rT 9 1.�• 1 \ EXISTING UTILITY POLE vi s.v.' �/ G.v. �' ,1 - - -n� II 117. S \\ 6 BRIC c.V. w.v. c.v. lti P I16- X11 h U0.9 y S� r ss O ti 1 \ EX. 81T. , u, FF 117.54 ¢, 0 \ WALK f3 r Pe I , EX. BIT. �tt8_ �I A DRIVE 3 6 22.1 0 116.91 BRIC C `� 1`1' tt ,�'� �0• S3 A a 3 RIVE m I EX. BIT. 22.1' I EX.�17. �� ,\t8- i EX. BIT. `u6 r " >> i t vE >ri p o 1 EX. IT.' DRIVE �a R`>_ M c� DRIVE WAL ' ef, 1 FF GAR.:115.70 _ = EXISTING CATCH BASIN AND PIPE , z tit DRIVE 3:EX- c� r _ 16 .p p /i u 23 EX. BIT. 016.8 ie „j v n -12G t N �* n iq in 16.9 a� N 21.7 ��� I ` sc 0$ i9 ti TOW:116.33 5GP r3 r m 22 2' I o N or �1• = EXISTING SANITARY � a J ; / DRIVE of �s 6, 'I" o I 5.1 w �� \ Ni „ \\ �• 13 MANHOLE AND PIPE \ " ti11 ++ 6 2.9' ' 11 ,;�1.s' �? 16.7' ,, 2.7 ' lll.B 3 j k '� 0 z • -1 cn . I1 12.4' 1 UNIT B 11 a � � .1 N X II �� 19 N12.4' it 23.1'a 17 11 ,1� 9.1' Inc' SJr�L 6.0 12.45 kp153 v\\ ��} q r I r r\ (1560 SF) I ry FF-123.34 21.9'11 z iv 15.8' c� ? 6.7 L ti 1• BYO EXISTING WATER MAIN AND HYDRANT I \ I \PEP ?$ 11 > 6 FF GAR: 6'1� - 25.0' 1� 0 TOW 119.20 21 all+~ ^T L'0 ,Q R O R in 18.3' N FF 120.13 c\i U \ MM P DECK G z FF GAFt:118.52 a X 15 B UN/ pro PP 12.3 N 25.0 N � 1 � �, '� FF:120,40 r°'i \ � c>11 -R.L- ROOF LEADER .71 �O TY ti 24 11 LP \ !� O n J 11 l� .o' FIFO'GAR�8.39 �1I rn n RFO 3 s �o \ _ r» r PATIO III 24.9' a o it 11 m 25. 4' M TOW:1118 94�' ,r^ oPnoN UNIT D ��\9 ri6.0 a 21 't / RIFF: 20.3 \ q i 12.1' M ti��' FFW21.9176 5.1' �\ \ 11.0' 2 ,, \\ \\ 5l 2 8 GP vtl 1 - S - SANITARY LATERAL L 22 N 2 FF GAR:120.56 ( 7�i5 J o �� FF GAR: 1 kk �2a• �5, P�NI I n (1999 SF) 1 F� o u q. TOW.121.31 '� + FF GAR:120.05 III \\ 7JS I1 E DECK n 30.8' 11 titi t o 7.0' 'm j 9 321' t0� \j7� I I 11.7' °a Q° O F'spy - W - WATER LATERAL .c Yoe 11 FRt22 4t o RE 4} ! - o 1 I , ` DECK ti �• � pl X I H P 29.6' 32 0' \ g 11 29.T 117. ti s",\ \\ Alo \��. ,0 0 5 NO 6 1 FF GAR:120.51 ( (1 DECK I H 2 0� +� p 6$ 6 I - F - FOUNDATION DRAIN TF:113.20 „ P R 1 TOW.121.24 k1 R� 11.7' 20 H DECK ad 18.1' RL R� �,� - -H I r X11\7 17.9'ed H 31.95' DECK ` ,F�>>6� 6 500 \\ or �Y�18 p3 09 I INV:108.35' UNIT A 11 02 �'0, YDS - _ _ 1 (1399 SF) 11 1 12 > G6 X119.5 YD6 X / - - - . 3 l� 5 s H �P/C 117.0 ~`°� 1 p t\ �DCK ' X TF:119.26 DECK 31.6' H XI19.1 118- - - - - - - YD7 I Il _ - -330- - EXISTING CONTOUR I I PATIO >> 3 ro 31.6 0• IINV:115.81(6'E 1$� - -118- - - X11Z.9_ X717 11' , • - _ _ > - _ - 1 - - = _ _ _ _ _9 , q TF:117.87 _ - - •oa DMH-3 118- y= \ O -F- - - F- �- 12 INV:115.11(12") X119. -120- -•v. - _ T 117 6 _ _ EXISTING SPOT GRADE YD4 - - - - - H I INV:115.78(6"W) x119.7`120- - - - 11188 (N) - - -122- - -rn - -4NV:+72 1f� (N) ® 117.0 72- rd� _ I II b -=1 �1�L).--_ - - - - - - - - - - - - - 9 \ XI20.1 Ot 41 3 q y - _ _t22 _ 114.28 (6„w)- -tea- - - - -Zr - - -- � '�- r-v-y- v� EXISTING TREELINE -� _ \ \ -4 -�ils.7 + INV.-N/A X118.s U9' - 1�0 �20 X120 - - - - - - 11 .41 s"w) _ �� - - - - - -126- - - - - -Z� REGULATED AREA - 122 t22- rn , _ ��23, - a-a? - 262 - _ _ 126-X126 12 Wr ♦ ♦ 56� +~~0g �` - ` - II\\ 3 xr I - I I s \\ G \- II\` 6 U) ISO INLAND WETLANDS \R k -120-' \\ - - kl� k I\\ X - kj� x11 /I kr�6 �`' x127.2 _o_o-a- 118.6 XtY9.6 c?S 1 O.g \<'" 122� �122.9 + - - kj 6.3 k125. " \ 9 1n - O O 7 O ❑ 124 124 122 122 EXISTINGCL GRADE 120 120 118 118 116 EXISTING L GRADE 116 0 o n 114 o 0 114 n z 112 - -z 112 i= � w z t n z N ~ ~ = 4% 85 110 o z = 4 LF 8 PVC S E 2 3.5-gt - - - 15 HDPE S 0.767 110 LF 15" DPE T9 To 118 15 HDPE S-0.35'JE 48 LF 15 PE 0• % - - - -108 108 - - - 108 z ryi z 294 LF 8" PVC S o. 8% { S _ Hi- _ < �a �4 15 HDPE j z - < c 106 A < co 1 A r > 2 g6% 5" HDPE Z� _" -i % 96 LF _ - z < O .P Qp' C z sg C to PVC HDPE S < 5 o i rn G o . w, ° o f µ z i z to =i f 104 Lf 0 1g y Q, c a' c i -I -i i ro v m w G S gi yt c c rn ? N °D ,z_{ z o 113.99 cn ro < t 8.67 102 n STA-12+55. 0 w ro PSMH3 o PSMH4 w STA:18+5 FL•�60-1 5.49 11 .08 I+ FL 108.0 QF, q LAT. UNIT 2 :105.70 FL�06 to .sa CB6 (2'SUM ) YD3-C 6 C68 (2'SUM ) CB10 (2'SUM )� CB12 (2-SUMP) CB14 (2'SUM ) PSMHS 100 ^' A:1 12'- 108 LF 10 HDPE STA:13+50 12'-L STA:161+95 2'-L STA:18+43. 12'-L ST : 9+ H- z TF.146.04- 116.15 - TF:1�78-1 7.76 TF:+t835-11 .51 TF:1ff. 1 t .26 TF;}}5;�-11 2 TF: 4fi4r 714.53 CB16 4 SUM CB18 _{ INV(15"INCB OUT): 103.99, 103. 1 INV(15"INCB1 /OUT): 104.39OUT 104.371N • INV(15'"inCB1 /out): 106.53OUT 1 6.731N INV(15"InCB1 /out): 107.42OUT 107.461N FL(8'):4G9 109.21 STA:20+72.5 18'-L INV 15 IN ( ) STA:21+43.1 12'-R 10 .06 1 38 CB12/OUT): 106.17IN)105.92(OU ) 37 n05 161D- 12.94 98 C84 (4' SU P) INV(12"): 107.83 INV(6"): 108.7 INV(15"IN CB ):11G,N 11 .37 INV(12"): . • 108.81 INV(15'): 108.69 INV(15"). 108.051N YD3A- 3 109.35 INV( CB13 (4'SUM ) CB15 (4'SUM ) 107.920U S STA:11-.54 12'-L CB17 (4SUM ) TF:18834r t 08.56 ' 9 INV(15"inCB /out): 102.31, 10216 S-1.0X CB7 (2-SUM CB11 ('2'SUM - STA:19+93.4 12'-R - 96 n 10 .24 STA:13+50 12-R STA:15+75 2'-L) STA:16+95 2-L TF.}}�511 .64 7,�0 113.64 REPLA M INV(6"): 104.77 STA:12+47.6 YD2_CB TF.117.76 t1 .77 TF;q{835 1i .53 TF.44.2G-11 .26 INV(15"): t10.79 INV(15"): 110.31 � 11 .92 W -C INV 15": 108.591N PSMHIA C83 4 SU P) TF:11684 116.03 J 110.96 108.601N TF 102.49 STA:11 00 ( � S 0.71% INV(12"):110. 0 INV(12"): 113.03 INV(12"): 111.08 108.530U -114.19 • "• 109.06 53 INV(15"INc 4/OUT): FL(IN): 100.9 TF.19&54" 108.53 INV(12"): 109.19 � 109.40 FD 19 94 97.9 7.117 INV(15"): 103.35 IN 6 :109. 0 CB7-CB8 38-CB8 CB11-CB12 YD8-CB12 CB13-CB14 CB16-CB17 S,NB 97.7 104.03 20 LF 15" HOPE 5 LF 12 H PE CB9-CB10 20'-1ti" HD 20 LF 15" H PE -TF-1-5--H p CB5-CB6 �..-1ioX-1. 5% -1.0% 20'-15" HD E S�1 2'iX-3. 5% S=2.2% S-1.25X-2. 5% S-0.5X J 92 PSMH1 (EX. �B)STBA:10' 25M12'-R CB1-CB2 C83-C64 YD1-C83 2�% O. %E YD4-CB7 o YD6-CB11 YD7-CB13 TF:tg225 102.28 102.49 0-C 1�D 2 5 20 LF 12 H PE 110 LF 12 DPE 90 LF 12" PE 95 LF 12 H PE ry LEy 93 7 INV. 99.10 S-4 25X- 3. 5% S--1.25X- 0. 5% S=8.0% S=1.OX S-2.8X S=2.1X S-1.0% NOV SOUTH INDSOR rNGINEER NG DEPT. asd 1 00 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 SURVEY NOTES: 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 10 6-11-08 ADD UNIT 11 & UNIT 17 MHA 15 07-9-09 ADD UNIT 22 MHA 1. 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 9 4-29-08 ADDED UNIT 10 MHA 14 02-12-09 ADD SIDE YARD VARIANCE UNIT 1 LRG OF CONNECTICUT.1 PREPARED AND ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC., UNDERGROUND UTILITY, STRUCTURE AND FACILITY LOCATIONS DEPICTED AND NOTED HEREON HAVE BEEN COMPILED, IN PART, FROM RECORD MAPPING SUPPLIED BY SEPTEMBER 26, 7996. THE RESPECTIVE UTILITY COMPANIES OR GOVERNMENTAL AGENCIES FROM PAROL TESTIMONY AND FROM OTHER SOURCES. H B 13 10-27-08 ADD UNIT 1 MHA 18 11-12-09 ADD UNIT 15 & TREES ON BUFFER MHA TYPE OF SURVEY IS AN IMPROVEMENT LOCATION SURVEY- RECORD- AND IS INTENDED TO DEPICT THE LOCATION OF THESE LOCATIONS MUST E CONSIDERED 8 12-17-07 ADDED UNIT 9 SK IMPROVEMENTS RELATIVE To PROPERTY LINES. AS APPROXIMATE IN NATURE. ADDITIONALLY, OTHER SUCH FEATURES MAY EXIST ON THE SITE, THE EXISTENCE OF WHICH ARE UNKNOWN TO 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 DESIGN PROFESSIONALS, INC. THE SIZE, LOCATION AND EXISTENCE OF ALL SUCH FEATURES MUST BE FIELD DETERMINED AND VERIFIED BY THE APPROPRIATE AUTHORITIES ♦ THIS IS A DEPENDENT RESURVEY BASED ON MAP REFERENCE fit. PRIOR TO CONSTRUCTION. CALL BEFORE YOU DIG 1-800_922-4455. 0 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 HORIZONTAL ACCURACY MEETS CLASS A-2 STANDARDS AND VERTICAL ACCURACY MEETS CLASS T-2 STANDARDS. § z I�X 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS Tel. 860.291. 8755 PREPARD FOR: SHEET M z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. PROGRESS AS-BUILT > 5. 10-10-07 ADD UNIT 12 MHA FaX 860 291• 8757 m INFORMATION. ALL EXISTING UTILITIES SHOULD GRAPHIC SCALE �Ign pC�Q��P�Oo C OLIC TEABERR Y ES TA TES BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4. 9/21/07 ADD UNIT 6 MHA 40 p 20' 40 80 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3• 8/27/07 ADD ASBUILT UNIT 21 MHA BY A LICENSED LAND SURVEYOR PRIOR TO 2 7/14/07 AS-BUILT UNITS 4, 5, 10, 12, 17, 18, 19 & 20 MHA ( IN FEET DESIGN.MHA DRAWN.•MHA CHECKED.• LRG IEILILUNGTON I"OAD CONSTRUCTION. civil engineers planners surveyors 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 9/7/06 ADD REVISED AS-BUILT INFORMATION MHA 12327 1 inch = 40 ft. landscape architects gis gps JOB NO.: 19JO DATE.• 05-JO-06 TtT�Ti+Tt�i T1 T� ry �T�Tt�n�it�liry �i+ 3 IMPRESSION SEAL AND ORIGINAL SIGNATURE LAWRENCE R. GEISSLER, JR. LIC. No. 425 SullivanAvenue, PO Box 1 167, South Windsor, Connecticut 06074 ®�1J SOUTH �u��®11� �L®1�71�71G`1�u u11.�1L s OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY DRAWING NO.: jobs-survey\1930�1930bose-ob.dwg v 2 'r -� .�1'S3�� LEGEND O EXISTING IRON PIN �.� / ��� `� ■ IRON PIN TO BE SET - - - _ - '� + �� ■ MONUMENT TO BE SET EXISTING�� gyp' a MONUMENT \ / �\ EXISTING UTILITY POLE E_,.P• /, �' - _ 1 - - _. _ =F21= = EXISTING CATCH BASIN AND PIPE 'R� - - ® PROPOSED CATCH BASIN AND PIPE �/ ' ► 1°~ � -}ate - -OO- - EXISTING SANITARY MANHOLE AND PIPE '104 - - - ?• ` _ - �_ �„ Sc' Os --0- PROPOSED SANITARY MANHOLE AND PIPE °2° PROPOSED WATER MAIN AND HYDRANT S - SANITARY LATERAL - \ N\F W WATER LATERAL F,pIoTOWN OF SOUTH WINDSOR - F - FOUNDATION DRAIN (6" PVC TYP.) 10- - EXISTING CONTOUR - J � r, ro.�_ _ _ _ � � `. goo„� ` --[19�•']••-- PROPOSED CONTOUR 65�0�,.!''�I ' \ X98.50 EXISTING SPOT GRADE 55 68 x99.00 PROPOSED SPOT GRADE O PROPOSED SANITARY CLEANOUT EXISTING TREELINE rn ' ` 1t2.2 0) 25,gU/ / PROPOSED TREELINE `I06- 716.35 PROPOSED PROPERTY LINE PROPOSED THE - tN Fe,105. S0`117353 �o /'!ti 7 �� - EXISTING PROP EUNE- - 'AR.ttS. PROPERTY LINE Zc1q b GAR: to7•sfi 6�P\y� �? / s // -� PROPOSED DRAINAGE MANHOLE AND PIPE (TYP.) �, WIF w/0:199 SF� ` ' � -� \ RL - PROPOSED ROOF LEADER (401110 PVC TYP,) - 35 O'S L� -.60 108- - - - � 00 0 #1ow I5 e G� WF 5 WF 3 DMH-4 nn �� O� .�� 4 ~ E` ', �oo�``� WF 4 TF:109.50 ���• \ O'� �l� may. S4pP Q ` �� INV t2" 105.75 v�1o� a Mil- 1F:113 0 ^y �~ �JI y INV 6' 1 1 10 Q \ 12.00 INV "):108.50 Z Z S t - - �• o��,tiry�• `'"" UNIT ADDRESS N 2 \` 1 16 LAVENDER LANE c o cat titi ,�,./� 2 24 LAVENDER LANE /� / i ' ' - - 'l - _ ,• _ - - _ SA fir^ - ' _ AC�^ti I vtll.as I1-- 3 34 LAVENDER LANE ozh Sys, s 4 44 LAVENDER LANE N\F / //_. / _ _ _ o� > 11�p k, j ` o� 5 50 LAVENDER LANE ^ „ _ - - gUfFER To - 114 _ _ _ `�, - ow~�' \ , {� 6 60 LAVENDER LANE THE UNITY CHURCI�OF HARTFORD �j V1/'� 2y ` z �j �' z '_ 7 68 LAVENDER LANE i - - ` , _ •Ai�i,'" - / TF:115.00 0 Z`� g Q �. o 0� SF 8 78 LAVENDER LANE 4 INv(1z):t12.00 11 o^� 9 F ti 2 ti� P Hs TF:113.s0 N `?ro P 9 86 LAVENDER LANE _ 115. s o F�i:ios8s >x INV(15"):11035 ���� o ' 10 92 LAVENDER LANE /.�.1/'� r\ �'� as GPR� A (1s"nC677 .105 _ _ �� �� 11 102 LAVENDER LANE \N (15"in13):tto.7 ` - ev - _ _ _ _ g5� __'� h��o`�' 12 108 LAVENDER LANE ' i�/ C• / _ - -- 11 .-, � e ,�oa,1 `1g9 NOE ��' N o _, - /�._-f-`�' ' - / /-1 ��' ,/�'�,��5 o'�ac 1�- � ''i�`te`�e�°��1`0�0y50 - -\p�O EM v-�g�1�t�o g�5t5�5- O_ - `��,"�0ti,�,> NFGuPN1Rj�3�•g 9 9OPP,0�0Np ti�\ro a - 1 _it �2 m T FS5cMl Yis ttoto._ 1_ -F Iaj' p _k 115zs PAN N - - -1 1-5-0-2 �'� J`4�Q.'mo^oh•�h^.v�,�' `ems s\ _ u % o.o �° $ � ✓ l /. /. 13 111 LAVENDER LANE 14 107 LAVENDER LANE BARBED V»RE IN FL 108.20 5 101 LAVENDER LANECTREE - TYPIC9L- gF 16 95 LAVENDER LANE hh 17 . 87 LAVENDER LANE /// 18 77 LAVENDER LANE /"•- , ' � 9 y•�p5 \N 120. 0 FF• 118• m t 4 tip' 2 ,o _ , p ,� 19 71 LAVENDER LANE �'� .02 / ' + �{� / ]N •120' g0 N GP �p10 �� uN]�O SF� ER LN �'v ^o oet>> ND = ' i/��-- ' �'•`,,,` ' � .;c�;' / S;(. �t� Gp,R'•11�NOER� �60�� O x `156�P�No x � � tNvt to t�LF 3 � J.�°j �r d' /i � 20 61 LAVENDER LANE 1 p FF LP p uN SFl `% 6$ r 6,27 6• 01 y �� `t, / 21 53 LAVENDER LANE 22 43 LAVENDER LANE 23 37 LAVENDER LANE 115"i C61 0 6.15 N �21 e�Op 7 �6 LN CO R1116 2S / ` \\/ r, '�/ .- i' 24 31 LAVENDER LANE y �9^ 20 `Nv`51 >>>•5 ( a g �. ti� OEtz GP P i >h 25 25 LAVENDER LANE YD3A tNVC1121.50 B9): 10. g. 5S% F• ,}2 cn �P�N Q)o vN� CjF� �1 \ \ \ 5 . / FF• 050 INv "}: s.7o o. �° 27 ti �, 9y 1oe.• g9 5 10 /'�/I COMM. BLDG. 15 LAVENDER LANE ,� 0 GAR;1O 1 ^ NAPE S' C8 g.20 00 # ]�1 S : 0��j5 �CP e�t0 O �OPg 0 !� _ 9.30 ti°�' o,, a F IN :1 �N` F�10 t v�1 5 / / ` 12 1;1 oo o92g C1gA p10 1 tt -' Nv :tt . 7 17 �N 1925 J1116 15 o c? cR 2 �/ ' 1 I. PIN I ,`�` / � �YD3 ..I.'Lti l ,v^• \t�� fr�:110.5 � fit. , - ,L I!S-- _ (6.. , ]] 02 -�p�N:1 .�25 � G�`•� C) / / � r F Ht-A TF:114.2 ��vC12p.2,L� O 9 N O O ti G w v(12")r169.5o FF' 119' 3 Z o g 23 ( C 99c PQ�To �/ o S�oP s.27 60 N/F TF:108.54 JL O� N 25 #3k O R P", 8,77 `� 1$ -ow'119 25 g '``� PII,I KARMELA MALONE I 5"'oUT):101 �a� ` ���F.� m 1�'25 S Bg �� °�• �pCE C T 118• �TF:t1 �° INV "IN):t ` .� F�P<�C`dQ ��t1 N ° \N F���5 ' Mt IN 17.70 OUP � PROP 9. 2 TF: 18.35 '\9 ~ GUN1� OgF� N 2 INV INy(s 1os o = G n� o, �; tN 11S• 2y o a ( ) o�t� 19.55 I V( "):110.45 �o�J��O FF'•R,11? ER�N 3 ?R IN 15"inCB7): 09.5 6or, OP S= I V(1 70 P�ENi50 <P�ND / / - ,1$ VW_ - - 110•� � �� ]- j / - _ _ SQ$.60 _ Zh G C 22k tF 9. 2 k FL�I 3 O F >>50 �> to # - ' P�� ",tp8�6 I. PIN N/F SF> Z �tp• IN 12" 11 N N 12 ]N 121' S0 �' s� �N� k - DAVID P. & MERRIDY BILODEAU 5g',L •ti pL 9. 7 �t / FF•' 120' 0 � ]8.55 '6•� 1 r' �S •30 titi0 �ti�b � 0.1 1163 •66 N us 1 0 ' N1� �O R:119 S / / / / � ,2� PI,L, A 0 O 111,5 2 ?ice VN] SF - '8 / � 3, $.� 0 1• t a p`1 tN S'ti12,5 �125 20 W. '}99g � �618.20 _ _ " � N F 3A� aj°� t2 k VF 16 1 1N�44 250 , 12�5 e•gyp' / ".17't $ - g tV , , 251'F S-�.oq 2B �C 21 Fr•�12150 �vCF '' 25 �' g e►• �-/ /� � o. � SAX,s�oP 3N, DAVID J. SCHELL NOPa 8. i �Ow' 120�0 2 J ,F�'•1 �1?5 � tiS, el��°o� g pays �9• �`/ 108.V4 IN (15"6:1 .65 I G�+ N 3 �(N160SF� �\A tt� 12"j):10 .15 t TF: 4 �, �� O tip. i ♦�` NO�R 0• V139��� ER �`3 i SEE}-]N� N/F 11 I V 1s'in v,` ROBERT G. & d , I "inC65); MP12 8.i6 - R t+�° ' e� X� 12�' Qec ER ` �'ROp KAREN M. STOKER us t INV(12 07, 0 C87 0 23 0 2 p6 �. e / P iNV(6"): 30 rO' 9 TF:117. INV(15 :109.75 e / wgN ao INV 12 :110.00 11 112 �6jr cJ I I 5 INV 6": 110.5 vj 1N S 20 #k3 tNJ S 77 00 / / E ��, / / i �• NOTES: TF: 11 04 > 1 ] f I _ INv(1 ):108. 5 6R N �� tN 122� 00 / tN " 00- / / i �c124•� N/F 1) ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. - - I�1v( ^}:109 �P�]10 FF 121' 00 FF'W;122'� `NE 1100 N O (O Q:`120• / P 1P i 20 QR ��; N + ROBERT A. & JOYCE A. BURNS 2) HORIZONTAL DATUM IS NAD '83. � I INV #25 s� t,o 3 N P 0 W`?4F•.tit n \ G�ty\ SF� �A t'� t�ti]� SF� ., / •?� �� VERTICAL DATUM IS NGVD '29. {(r / �i' MAP REFERENCE: \ �b0 GPR:11g' LNgl n`i J e� eo`o 22� 3) FLOOD ZONE X - AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN t]OER oo �� �G I-ti �24 1) EMERALD GREEN SUBDIVISION, EWNGTON ROAD, SOUTH WINDSOR, SCALE:1"=40' COMMUNITY PANEL 090036 0010 D REVISED FEB. 23,2001. ttt \ - gN�6p SF) 25 1,9g31 �N, �110 / / 2°i, / Zl DATE: SEPTEMBER 10, 2004, REV. THRU: OCTOBER 20, 2004, DESIGN PROFESSIONALS, INC. \Nv�1215py0 /' , �,2 I. PIN N/F 4) AREA OF EXISTING PARCEL = 12.1 AC. 3 FF w. 350 / O 2� BRUCE A. & JANET B. MILLER 2) CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP TOWN OF SOUTH WINDSOR } vE }0 .1 1 / / 1 EAST HARTFORD - WAPPING ROAD FROM THE E. HARTFORD TOWN LINE NORTHEASTERLY ABOUT 5) PARCEL IS ZONED RR. V(S):1i2 ��m o 19.' " / PAD + 13 P� GPR +121.75. 11,200 FEET ROUT N0. 313 SCALE:1"=40' DATE: OCT. 30, 1931 t, UN� SV� / 6) WETLANDS FLAGS 1-7 AND OFF-SITE WETLANDS ON PROPERTY OF N/F TOWN OF SOUTH OMMUNIT t / K�° 1399 1 i 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 MMU 5 ,y22 EAST HARTFORD - WAPPING ROAD FROM A POINT ABOUT'1070 FT. SOUTHERLY FROM THE PODUNK LOCATED BY DESIGN PROFESSIONALS, INC. ON MAY 11, 2004. WETLANDS IN AREA OF AVE4DEF'R-LN \ t / U9' 0 5 i. PIN N/F RIVER NORTHERLY & EASTERLY ABOUT 6300 FEET. SCALE. DATE: NOV. 30, 1936 CONVEYANCE WERE FIELD DETERMINED BY HIGHLAND SOILS ON 1/21/98 AND WERE 1 o ��/ ��'/ ' LOCATED BY DESIGN PROFESSIONALS, INC. CGM :BLDG a 5 ALBERT K. BEMENT F:715.6'2� /' t9t s�oE cb t8J A 4) PLOT PLAN RESURVEY PREPARED FOR UNITY CHURCH 919 ELUNGTON ROAD SOUTH WNDSOR, q: 1s.50' � , YD2 °� M�'3. �'� tys X 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 2 � `� s -- I .i13.z -t �e o� � ,Nu(,5ait REGARDING LOCATION. 51 .� 13.25 R 5) KEY MAP TUDOR HILL PROPERTY OF GEORGE J. ACHENBACH SOUTH WINDSOR, CONN. 5 • :h1o. r •� titio• N/F SCALE:1"=200' DATE:MAY 2, 1974 ACHENBACH REALTY COMPANIES \ \ \'~' i„�► eR MICHAEL A. & 1. PIN ROSEMARY BROAD 6) SUBDIVISION MAP TUDOR HILL SECTION II PROPERTY OF GEORGE J. ACHENBACH SOUTH WINDSOR CONN. SCALE:1"=40' DATE:4-22-74 ACHENBACH REALTY COMPANIES 7) TUDOR HILL SECTION I FINAL SUBDIVISION PLAN PROPERTY OF GEORGE J. ACHENBACH EWNGTON ROAD SOUTH WINDSOR CONN. SCALE:1" '=40 DATE:2-20-73 / Y+ OWNER,/APPLICANT r i d / 11 9-07-06 BLD. RMIT: UNIT 19 8) TUDOR HILL SECTION I FINAL SUBDIVISION PLAN PROPERTY OF GEORGE J. �RES�E\-]� 10 s-11-o6 BLo. PE T. UNIT #20 JAU SCHOBINGER ACHENBACH EWNGTON ROAD SOUTH WINDSOR, CONN. SCALE:1"=40' DATE. JMJ CONSTRUCTION CO., INC. pIs 0�0 �S� y 9 7-10-06 BLD.PERMIT:UNIT #12 V.(SAN.LAT.CHGORDER) KMI ACHENBACH REALTY COMPANIES )_I' <r y� 658 ELL)NGTON ROAD 1. PIN 8 4-4-06 BLD. PERMIT PLAN NITS 18 & 21) KMI -,�;3'S+� V�� �'�• SOUTH WINDSOR, CT. 06074 '� '�r��uirtwati�t``�� TEL. (860) 282-0628 / 7 9-26-05 BLD. PERMIT PLAN UNITS 4, 12 & COMM. BLDG DMG 6 8-9-05 FINAL: MDC COMMENTS KMI I o u ii 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-30ob-1 THRU 20-300b-20 Tel. 860.291•8755 RESURVEY PREPARED FOR: SHEET z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN Fax 860.291 • 8757 ? �M 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, INC. GRAPHIC SCALE To UP 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. esign TEA BERR Y ES'Tr4 TES' � 0 20 40 80 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 3-30-05 REV. DRAIN.OUTLET-GRADING KMI BY A LICENSED LAND SURVEYOR PRIOR TO TO ST OF MY KNOWLEDGE BE EF IS MAP IS BSTANTIA Y CORRECT AS NOTED HEREON. ro ession,alsi, inc, CONSTRUCTION. 2 3-10-OS GEN. EASEMENT/UNITS KMI t IN P ) DESIGN.-RAM DRAWN.•RAM CHECKED.' GBS �����(�3�(�}� �Q��� civil engineers • tanners surveyors 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 2-25-05 GENERAL-TOWN COMMENTS KMI 12327 1 inch = 40 ft. landscape architects • is s Y ✓OB NO.: 1930 DATE.• 12-15-04 LIC. No. P p pP -SOItiJ liH W111�1VS®llVy CONNECTICUT �i IMPRESSION SEAL AND ORIGINAL SIGNATURE LAWRENCE R. GEISSLER, JR. L.S. OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY 165 South Satellite Road, South Windsor, Connecticut 06074 DRAWING NO.: 1930-T881dPermit.D WG I APR South Windsor BUILDING DEPARTMN� t r 10 Ti1F BUILD1INd DEPT. TOWN Of $VOTN WINOSOII This erftifled that this plan and specifications are true copies of the proposed building or alterations to bM erected at ,iiY Q �/aw,,,4oi�da �.ttty street togeth with amendments stated in application anq filed with plan and I agree to comply with all zoningo Building and state laws and such orders as shall bet �j issued by the Building Department during pendencyl of this application and final issuance of a buildino permit. sigThis�njq pproved sutr)act�Iu ditlon that ders andordinances regulating shall bN or complied with. Conditionally Approve¢f These filed with _`. Clorr Bui1Q1AY Inspector AIL Electric# APPLICATION FOR BUILDING PERMIT Plumbing# 101 Lavender Lane [Date: HVAC # - Sprinkler# __--- --—..�04135 __- dp Q— FINAL APPROVALS Estimated Cost Building COMPLETE RED BOXED AREAS Permit Fee Occupancy Fee $ Engineering TYPE OR PRINT ONLY Eng. Insp. Fee $ Affidavit -- -- Appr. for CO. ► SIGN ON REVERSE SIDE - - 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 J, Hd ` Location of Work JbJ L l,�F A4&, fie_ Lot No. Applicant's AddresslaS 7 r j J Mr„_fo BU PJ Tel.#_;IV- n ggna Town 6n L[) 1 IU c. _r,ty_le, n� Zip 0(o qV Lic.# Owner S A Architect E s Owner's Address i Pi H e Architect's Address /0 44 a ate' f p—� , Zip Zips qQ Sq. Ft. New Area: 1 st FI. i3 2nd FI. 3rd FI. Total New Area Purpose of this pe it City Watec&L Wello Septic System❑ Sewei%� Ins: HO SP Cert. Area Basement Garage Approved by Date Use Group�� Construction Typ svised 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 i which this building and its use is allowed Signed I hereby apply for a Certificate of�ccupancy for the work desch in is application for the permit. Sign O NOT WRITE BELOW THIS LI INSPECTION COMMENTS 1209 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER CERTIFICATE OF OCCUPANCY DATE: 12/01/2009 FEE: GIS ID: 52600101 ZONE: MUNIS APPLICATION# 200900400 THIS IS TO CERTIFY THAT 101 LAVENDER LANE UNDER APPLICATION NUMBER 200900400 CONFORMS SUBSTANTIALLY TO THE REQUIREMENTS OF THE CONNECTICUT BASIC BUILDING CODE AND THE ZONING REGULATIONS OF THE TOWN OF SOUTH WINDSOR AND IS HEREBY APPROVED OF OCCUPANCY AS INDICATED BELOW: APPROVED FOR OCCUPANCY 1390 SQUARE FT. SPECIAL CONDITIONS NOTICE: IF THIS CERTIFICATE IS LOST OR DESTROYED,A DUPLICATE SHOULD BE OBTAINED IMMEDIATELY FROM THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 2/3/2021 9:40 AM ANY CHANGE OR EXTENSION OF THE USE HEREIN APPROVED REQUIRES A NEW CERTIFICATE OF OCCUPANCY 1209 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER CERTIFICATE OF OCCUPANCY DATE: 12/01/2009 FEE: GIS ID: 52600101 ZONE: MUNIS APPLICATION# 200900400 THIS IS TO CERTIFY THAT 101 LAVENDER LANE UNDER APPLICATION NUMBER 200900400 CONFORMS SUBSTANTIALLY TO THE REQUIREMENTS OF THE CONNECTICUT BASIC BUILDING CODE AND THE ZONING REGULATIONS OF THE TOWN OF SOUTH WINDSOR AND IS HEREBY APPROVED OF OCCUPANCY AS INDICATED BELOW: APPROVED FOR OCCUPANCY 1390 SQUARE FT. SPECIAL CONDITIONS NOTICE: IF THIS CERTIFICATE IS LOST OR DESTROYED,A DUPLICATE SHOULD BE OBTAINED IMMEDIATELY FROM THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 2/3/2021 9:40 AM ANY CHANGE OR EXTENSION OF THE USE HEREIN APPROVED REQUIRES A NEW CERTIFICATE OF OCCUPANCY �a 1209 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER CERTIFICATE OF OCCUPANCY DATE: 12/01/2009 FEE: GIS ID: 52600101 ZONE: MUNIS APPLICATION# 200900400 THIS IS TO CERTIFY THAT IOI LAVENDER LANE UNDER APPLICATION NUMBER 200900400 CONFORMS SUBSTANTIALLY TO THE REQUIREMENTS OF THE CONNECTICUT BASIC BUILDING CODE AND THE ZONING REGULATIONS OF THE TOWN OF SOUTH WINDSOR AND IS HEREBY APPROVED OF OCCUPANCY AS INDICATED BELOW: , APPROVED FOR OCCUPANCY 1390 SQUARE FT. SPECIAL CONDITIONS - NOTICE: IF THIS CERTIFICATE IS LOST OR DESTROYED,A DUPLICATE SHOULD BE OBTAINED IMMEDIATELY FROM THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 2/3/2021 9:40 AM ANY CHANGE OR EXTENSION OF THE USE HEREIN APPROVED REQUIRES A NEW CERTIFICATE OF OCCUPANCY INSPECTION FIELD SHEET 02/03/21 Printed by Middleton, Morgan 09 40 13 INSPECTION: 22823 FOUNDATION PERMIT: STATUS APPLICATION: 200900400 LOC: 101 LAVENDER LANE SOUTH WINDSOR PROPERTY ID: 52600101 OWNER: JMJ CONSTRUCTION CO INC CONTRACTOR: ' REQUEST BY: PROJ DESC: 1390 SQUARE FT. WORK ORDER: INSPECTOR: ROSE RESULT: PENDING REQUESTED: 06/12/09 PRIORITY: SCHEDULED: 06/12/09 AM COMPLETED: 06/12/09 UNPAID FEES 00 Date Time MILEAGE: 00 TIME: TRAVEL ONSITE COMMENTS: ROGER.///FOOTING DRAIN INOT READY DUE TO INCLEMENT WEATHER ALL INSPECTIONS: INSPECTED INSPECTOR RESULT INSP DESCRIPTION 11/19/09 ROSE N/A B001 FOOTING 06/15/09 DOUG PASS B002 FOUNDATION 10/02/09 ROSE PASS B003 FRAMING (ROUGH) ROGER. 10/06/09 ROSE PASS B004 INSULATION ROGER. 11/19/09 ROSE N/A B005 FIREPLACE / CHIMNEY 11/06/09 DOUG PASS BO10 FINAL 08/06/09 ROSE PASS E001 ELECTRIC SERVICE OK TO RELEASE TO CLP 07/02/09 ROSE FAIL E002 ELECTRIC UNDERGROUND ACTIVITY POSTPONED DUE TO INCLEMENT WEATHER 10/02/09 ROSE PASS E003 ELECTRIC ROUGH 10/02/09 ROSE PASS H003 HVAC ROUGH 11/19/09 ROSE N/A P002 PLUMBING UNDERGROUND 11/19/09 ROSE N/A P003 PLUMBING ROUGH 11/19/09 DOUG N/A P004 PLUMBING GAS TEST 10/28/09 DOUG PASS P004 PLUMBING GAS TEST 11/19/09 LIPE PASS Z003 CO PLANNING INSPECTION