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HomeMy WebLinkAbout176 PHEASANT WAY -14411111 Electric # APPJ.ICATION FOR BUILDING PERMIT Plumbing# 176 Pheasan ay HVAC# Date: S/i7/�l Sprinkler# pv,r F Estimated Cost $ FINAL APPROVALS Permit Fee $ 49, Builtling COMPLETE RED BOXED AREAS Occupancy Fee $ Engineering TYPE OF PRINT ONLY Eng. Insp. Fee $ Affidavit Appr.forCO. ► SIGN ON REVERSE SIDE Total Fee $ NS TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ �� The undersigned hereby applies to do work according to the following: Applicant M.R L`C. Locationof Work k'116 Cr-,ec S,.4� LotNo._ Applicant's Address '4r2- i-rct(%Ar, n� Tel # &e. L 47-4z-1,z Town -A Zip =C.04Z Lic.# H7G S74,63.9? OwnerCart?.s 13tis%nngv c- Architect Owner's Address V-1 ah+ Wc.w Architect's Address Sn. Wi Zip cs,U,C'1 4. Zip Sq. Ft.New Area: 1 st FI. 2nd FI. 3rd FI. Total New Area Purpose of this permit C Gy►S�ttiL C u c, Q jai n�-<r 1��.r. ,ter City water td well 0 Septic System 0 Sewer W Ins: HO S Area Basement Garage r I 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 THIS LINE INSPECTION COMMENTS INSPECTION FIELD SHEET 04/19/22 , Printed by Middleton, Morgan 11 38 41 INSPECTION: 39727 FINAL PERMIT: STATUS: APPLICATION: 201100451 LOC: 176 PHEASANT WAY SOUTH WINDSOR PROPERTY ID: 71100176 OWNER: BISHOPRIC CARL W & ELIZABETH CONTRACTOR: REQUEST BY: PROJ DESC: ROOF OVER PORCH WORK ORDER: INSPECTOR: ROSE RESULT: PASS REQUESTED: 06/08/11 PRIORITY: SCHEDULED: 06/08/11 AM COMPLETED: 06/08/11 UNPAID FEES: 00 Date Time MILEAGE: 00 TIME: TRAVEL ONSITE COMMENTS: DAVID ® 860-841-2254 ALL INSPECTIONS: INSPECTED INSPECTOR RESULT INSP DESCRIPTION 06/02/11 ROSE N/A B001 FOOTING 06/02/11 ROSE N/A B002 FOUNDATION 06/01/11 DOUG PASS B003 FRAMING (ROUGH) DAVID ® 860-841-2254 06/02/11 ROSE N/A B004 INSULATION 06/02/11 ROSE N/A B005 FIREPLACE / CHIMNEY 06/02/11 ROSE N/A B006 WOOD / GAS STOVE 06/02/11 ROSE N/A B009 OTHER �1411W °� 11 Z RIO CA N 58 41' 20' E 173.25' TOTAL / •Fyy 1"5' 15.07' ' J 148.13' '6� Ax CD I x-- I � t �ss�� J75>' 50.27' Q t i<J vi s 10 �� SB \` w cp Ct F p �1S Je 8S Q J I J'`~5p W / o, o ,oC/ o t I� 0 4 8 S ° $ 2ssJ� i 2.49ol 1 c ONJ F� 3.27' c 6' w 2 1� co�s�'Q` G x J,t 6 x x n 10100' 75.3970- 1 N 1 16 I � \ 165.. 91.3 t 10.0 �� .��T I ` 10 S Y•� 31. /,y a cu co o w 1 0� i6 E C E v E 0 MAY 1 7 7nil South vvindsor BUILDING DEPARTMENT IN,ci /-7& t1q,thar with state e., !:Ird with plan ­d I to compyhi:h "li zo ..Inlr,g and stt. I's ..;d r %" li, v; e d by We 6,11d.rig 1,,rLA9 Pe1,M.­,, ,., this application and linal Issuance of a bulicisn, permit. 14 Signed P-is plan Is approved sutlnty 10 thj condition tha- ordvrs And �rdlr­nces ­gu!�ting ottilding shall be GJ­j I.,L,th Approved These flied with euOdIng ai,p�ctor Cs" Data, — 111)60/�3 CERTIFICATION OF ZONING COMPLIANCE Proposed buk*XYS), use(s) and/or structures) as "In On this plan appear(s)to be in conformance with Current South Windsor regulations. Variances and special exceptions may apply. Date E rc ent Officer WAICHITICTI 5e10 NIINDIC t00 21 0 2170 r0 �•• as e'er �'-0 �`r a0 eW " +a r e Ira 1/Y 4•0 QO BEDROOM 2 N.. gg� ti N w 7{ N 2.74 6 2'c tv b TMUD DRAWU 8 MASTER BEDROOM b !2 � wmlour rtr DESIGN M ibi b 74• 74r LE, W „ 7•a• b ff h aT W c" u 7.r : % ASSOC 7.• 7-r b `. g 2033 EL l SOUTH WI Han b WJ.C. 1 BEDROOMS b h g �., 2•Zd H r.y 11'•1• ~ a-r e• ra 1? 1r-r Lu b OPEN TO BONUS RM. BEDR 4 FOYER 0 NINE ... FV ...M.CROLAM LVL __. �O.Q ::: r0 4'-r r0 4'-r �. MICROLAM IK .X°oho ti m •fib .� y e o► �� Po,f. b o " a W Q _R-1 c _f RE-ENGINEERED ATTIC TRUSS 71.OIC V�f t•N J 1(� Iy vlle " F- Y ' 6arnjt . a W �� S 1 r0 .•-0- as as s-,e s•-,o �a m ra e-0 re a.t r t74r ` r se o• �ARCHITECTURAL SHINGLES --- _ <el= 70P OF PLATE FIN.CLO. VENTED SOFFIT FIN.FLFIL SIDING TO su— loll _ ■■■ -__ ■■■ __ ___ ■■■ ■■■ 0 cal U L EGEND xo '� � rvrn•nern nnnr urn nnrrnr rnc 320 _� p +325.2 EXIS77NG SPOT ELEVATONS n p EXIS77NG BI T. PAVEMENT N p — — — — — — — — — — — EXIS77NG CONC. PAVEMENT � N p 6 BCLC CYICT/AIC R/T /YlA//' /`1 1pR 7„326.79 p E\ INV 319.00 — D D D D EXIS77NG STORM SEWERS 9!� e `?e R=225.00' L=84.40' 6,'9 s s s s EXISTING SANITARY SEWERS \ rc. 326.01 41 p FL. 322.12 +32 h c c c c — EXIS77NG GAS LINES C.B. TC. :5.97`r —E E E E — EXIS77NG ELECTRIC LINES /�j' \ / �, sssA ?s9 \ FL. J21.67 / s w w w w — EXIS77NG WATER LINES F F F F EXIS77NG FOUNDA 77ON DRAIN Fj1 5, 323.8 j 325 48 3'®AR s O � 326. 32S\'i � \ ° 32a.8o / ./325.a9 g�? es \ y 9 S\ \ �\ OFOPOSED 70'CONNEC77CU �GHT &E EA MEN T IN FAVOR POWER COMPANY —R R R R EXIS77NG ROOF DRAINS a' / ' we T4 It \ 325.71 \ 3 J s p � N 8 1 / � ' / 523� o EXIS77NG STREET TREE ' S / ' �5� \ \ Sr + A22.0 �/ BIT. DPoVE F, ` �J \ GC ` \ s O\\ HH !� I CPS- / 32 5.82+\ �F\5.78 + \/ ? THH0326.61 s, p o EXIS77NG UTILITY HAND HOLE \ 3z a \ \ \325.72 325.8 \\ 3"OAK \ \ 316.0 S. ' 325.07 + ®326. Z 32a.87 325.27 % 325.70 \ _ - EXIS77NG LIGHT POLE \ \ \ ` \320.1 `� ``In0�325.58 \ 316.3 / 325.60 1" \ l' O"c EXIS77NG WATER GATE \ate\ 310.a+ \ \ \ \324.16 71 \ C.O.. FL=303.47t 325.58 cc O EXIS77NG GAS GATE �5 \ \� 1 \\\ 321.6 };N� 325.53 325.53 F. A=23,574 S. G =0.5412 AC. TOP FDN.=326.10 s AC EXISTING A.C. CONDENSER \ \ t \ ` GAR. FLR.=325.85 s / 3?y5.51 \y3/\ w'6 BSMT. FLR.=318.70 / 5 0 +314.3 `\\ SILL=327.55 25.53 IRON PIN TO BE SET o \ ` \ \ CA. 326.10y �/ J- +325.4 \ 319.2 \ MONUMENT TO BE SET o \ \ \ `� 5 /er o \\ \ + \ WOOD DECK EXIS77NG IRON PIN 1NV=322.8 \ \ 31a. r \ +310.7\ \ 2 � \ FL=317.St sr � cy 10'WIDE STREET TREE EASEMENT IN FAVOR EXISTING MONUMENT \ \"j: e G �� OF THE TOWN OF SOUTH WINDSOR %\j \ \ +318.39 + / s WETLAND LIMITS 'o, �> o_ \ \ 323.3 \ \� 320., aN., .` BUFFER LIMITS cP� 6' 321.8 +31a.6 O ASSOCIA77ON \ \ \�b-54 ° +316.9� OPEN SPACE 10' WIDE DRAINAGE EASEMENT IN lb0° + \ `y° \ `-ol FAVOR OF LOTS 34, 35 & 37 371 CONSERVAT70N EASEMENT �9 0 \� \ ° REFERENCE IS MADE TO MAPS 777LED: C.O., FL=302.633 \/ 10' WIDE DRAINAGE EASEMENT IN FAVOR "CHASE ORCHARDS OPEN SPACE SUBDIVISION, DEVELOPED BY CHASE ASSOCIATES-, SHEETS 1 OF LOTS 34, 35, 36 & 37 PROPERTY ADDRESS. THROUGH 27 OF 27 SHEETS, MAP NUMBERS A-97-39-1, Kl, K2, Sl, S2, S3, S4, S5, S6, Tl, T2, T3, \ 176 PHEASANT WAY T4, T5, Cl, C2, C3, C4, C5, CO, C7, C8, Dl, D2, D3, Al AND A2, DATED 11110197, REVISED THROUGH 5127198, BY ENGITEK — LUCHS, GLASTONBURY, CT. / ° \ PROPERTY ZONE: THIS SURVEY HAS BEEN PREPARED /N ACCORDANCE WITH SEC77ONS 20-300b-1 THROUGH RR — OPEN SPACE / 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES "MINIMUM STANDARDS FOR �o ° �� \ LOT OWNER: SURVEYS AND MAPS /N THE ST47E OF CONNEC77CUT" AS ENDORSED BY THE CONNECTICUT �p.� JOHN DORAN ASSOCIAT70N OF LAND SURVEYORS, INC. / o CHASE ASSOC/AYES 2033 ELLINGTON ROAD UNDERGROUND FEATURES HAVE BEEN COMPILED, IN PART, BASED UPON INFORMATION FURNISHED BY / / / SOUTH WINDSOR, CT 06074 OTHERS. THIS /NFORMAT7ON /S TO BE CONSIDERED APPROXIMATE, ENGITEK, INC. AND THE o (860) 648-2006 UNDERSIGNED SURVEYOR DO NOT TAKE RESPONSIBILITY FOR SUBSEQUENT ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THIS PLAN. / \ ENGINEER/SURVEYOR: JAMES W. DUTTON, LS THE TYPE OF SURVEY PERFORMED /S A LIMITED PROPERTY/BOUNDARY, ZONING LOCATION SURVEY. ENGITEK, INC. 67 EASTERN BOULEVARD THE BOUNDARY DE7ERM/NAT70N CATEGORY IS DEPENDENT RESURVEY. GLASTONBURY, CT 06033 (860)-633-9401 THIS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. AS-BU/L T i,111 Q THIS SURVEY CONFakM,S TO TOPOGRAPHIC ACCURACY CLASS T-2. NO TES. PLOT PLAN �`1�U11911iffili��, ^ THIS, �V� A'I' yD1'FOR THE PURPOSE OF ZONING COMPLIANCE DETERM/NA770N. �. UNDERGROUND UTILITY LATERAL LOCATIONS SHOWN PER INFORMATION PROVIDED ENGITEK INC. N4ZI �1�1611�fS�,' ST RELATING TO THE EXISTING HOUSE LOCATION OR SIZE. BY THE INSTALLER, UTILITY COMPANY AND/OR TOWN OF SOUTH W7NDSOR. LOT 36 CHASE ORCHARDS , 0. G LOCA7ONS AND ELEVATIONS OF THE SERVICES WERE VERIFIED IN THE FIELD E.Y6/.f'EEAS,SU/IVEVO.�SBE,Ys'/RON,NE,YTALCONSULTAf'TS T1�lw A VET`:A .,NOT VALID UNLESS IT BEARS THE LIVE SIGNATURE AND SEAL OF THE ONLY WHERE VISIBLE FROM WITHOUT EXCAVA770N. 67EASTERNBOULEVARD, GL4STON811RY, CONNECT/CUT06033 (IDEl�S/G YOI PRIOR TO RELEASE OF THE LOT BOND, THE PLOT PLAN SHALL BE REVISED (IF PREPARED FOR 11�� ,• � * PHONE.°/860/633-9401 FAX.•/860/633-8851 * M�••K 7 4 �LIEF, 77-I/S MAP 15 SUBSTAN77ALLY CORRECT AS NOTED HEREON" NECESSARY) TO SHOW ALL INFORMATION AS REQUIRED BY THE TOWN OF SOUTH• NS W/NDSOR, INCLUDING BUT NOT LIMITED TO. FINAL GRADING (CONTOURS), UTILITY SCALE/NFEET CHASE ASSOCIATES /A — Q 7—3Q—36—C LATERALS, DRIVEWAY AND WALKS ALSO, IRON PINS SHALL BE SET AT ALL LOT /'l �J �J JAMS 70074 CORNERS PRIOR TO RELEASE OF THE LOT BOND. SOUTH WINDSOR, CONNECDCUT SCALE.• 1"=20' DATE.• 10/22/99 SHEET.• 1 OF.• 1 40' 20' O 20' 40' MIL 1 A OCT 2 t99, South Windsor BUILDING DEPARTMENT. T6 tip 1w apt. town ei soup Wmilow This oftifit4 that this plan and specifigatinns are tru• copies of 'the proposed building pr alterations to be ordeted at W JALl<ik�t'ee' toge g ther with amendments stated In application an, filed with plan and i agree to comply witt ail Zonin Bullding and state laws and such orders as shall b Issued by the Ifullding Department durinF pendenC5 of this applieatiffn And final issuan£p of 9 buildtpg permit. Signed This plea its approved suplect p pe eooQi�joo hat orders r1O (613nAnees ,re�gl4ating bglding sh'alll A! compiu d ConditmnullW^pAroyq These AV wP euiidimg AnspeAt(K .C�14Sk .. __ AND• �52�—._1. TURN END SECTIONS FIN/SHED GRADE DOWN SPOUT NO TES.• LEGENDOF SEDIMENT BARRIER LEAF GUARD THE CONDITIONS OF APPROVAL OF THE CHASE ORCHARDS OPEN SPACE SUBDIVISION ARE A PART OF THIS PLAN. UP SLOPE TO PREVENT PO I, EX/STING GROUND CONTOURS BYPASS OF WATER -- __-: -_ - --.' R ° -1�I I I P.V.C. DOWN SPOUT COUPLING THE LOT OWNER, SITE CONTRACTOR AND BUILDER SHALL READ AND BECOME FAMILUAR WITH THE CONDITIONS PRIOR 4 TO THE START OF CONSTRUCTION. ALL ACTIVITIES SHALL COMPLY WITH SAID CONDITIONS 3 FINISHED GRADE ° O+41j,1, 6" P.V.C. RISER x 296.6 EXISTING SPOT ELEVATION p Bq°o�°°n p°� END SECTION Q aaod °off c bd o °° EXISTING STORM SEWERS, SANITARY SEWERS, AND WATER MAINS ARE SHOWN PER THE APPROVED CHASE ORCHARDS n4 OPEN SPACE SUBDIVISION AND MAY NOT HAVE BEEN INSTALLED AS OF THE DATE OF THIS PLAN. PRIOR TO ANY 296 PROPOSED GROUND CONTOURS _-I _ �° ��ixto°a� ��qo°a ao°� 6" P.V.C. ADAPTER HUB, EXCAVATION, GRADING OR CONSTRUCTION DEPICTED ON THIS PLAN, THE CON77?ACTOR SHALL VERIFY THE LOCATION, a"°'4p0°4� THREDED P.V.0 PLUG ELEVAT7ON AND AVA/LAB/LTY OF UTILITY SERVICES. ANY DECREPENCY SHOULD BE IMMEDIATELY TO THE ENGINEER SO 6" BELOW FINISHED GRADE 4" P.V.C. PIPE THAT ADJUSTMENTS TO THE DESIGN CAN BE MADE. ' (� I �O °y °u D Q o°j3��4 0 q- `-,O° I 3 296 PROPOSED SPOT ELEVATION - C 000 nn� oo° a Q C1U� $ 6" X 6" P.V.C. WYE CT D.O.T. 2" STONE oa�0 °a4 Q$o op��b^Qb EX/STING TREE LINE ° c p°9 o nooU n 6" X 4" P.V.C. INCREASER COUPLING THE TOP OF FOUNDATION (TOP FDIC), BASEMENT FLOOR (BSMT. FLR.) AND GARAGE FLOOR (GAR. FLR.) ELEVATIONS III FILTER FABRIC oQ q AND GRADING DEPICTED ON THIS PLAN SHALL BE REVIEWED IN THE FIELD BY THE OWNER AND BUILDER PRIOR TO 774E PROPOSED LIMIT OF CLEARING °q �\ 6" P.V.C. WYE IF REQUIRED FOR START OF CONSTRUCTION. THE ENGINEER SHALL BE N077FIED IMMEDIATELY OF ANY PROPOSED CHANGES TO INSURE IJLJ�.JLJL. -I� =I1 EXISTING GRADE �5 6" P.V.C. SAN. LAT. OTHER DOWN SPOUT CONNECTIONSJEL HOUSEPROPER FUNCTION OF UTILITY SYSTEMS AND DRAINAGE. FOUNDA 77ON n EXISTING STORM SEWERS FILTER FABRIC NOTE.• ALL PIPE AND FIT77NGS SHALL CONFORM - PRIOR TO ANY CONSTRUCTION OR LAND DISTURBANCE ACTIVITIES, 7HE CON7RACTOR SHALL CONTACT THE OAK STAKES 10' ON TO A.S.T.M. D-3033 OR D-3034, SDR 35. CONNECTICUT UNDERGROUND U77LITY PROTECTION PLAN (TEL. 1-800-922-4455) AND REQUEST A U77LITY MARK OUT.s EXISTING SANITARY SEWERS END SECTION CENTER, TYPICAL 90; 6" P.V.C._ CONSTRUCTION ENTRANCE SANITARY CLEANQ� 45, 6'P.V.C. ELL ALL EROSION AND SEDIMENTATION CONTROL MEASURES AND ACTIVITIES SHALL BE IN ACCORDANCE WTH "7HE EXISTING WATER MAIN THE MIDDLE SECTION SHALL -III EXISTING GRADE, TYP. K 6" P.V.C. CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL" (CGSESC), JANUARY 1988. 774E SYSTEMS BE INSTALLED LEVEL FOLLOWING I - NOT TO SCALE NOT TO SCALE 6" X 6" P.V.C. WYE SHALL REMAIN IN PLACE AND BE PROPERLY MAINTAINED UNTIL 774E SITE IS STABILIZED TO 174E SA77SFACTION OF THE s PROPOSED SANITARY LATERAL THE GROUND CONTOUR LINE TOWN OF SOUTH WNDSOR. E PROPOSED ELEC., TELE., CAN LATERAL FILTER FABRIC PRIOR TO STARTING ANY LAND DISTURBANCE ACTIVITIES, THE SEDIMENT BARRIERS SHOWN ON THIS PLAN SHALL BE -4" P.V.C. PIPE PROPERLY INSTALLED. ADDITIONAL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSTALLED TO PROPOSED GAS LATERAL EXCAVATE EXISTING SOIL AND FIRMLY ADDRESS FIELD CONDITIONS OR AS DIRECTED BY THE TOWN OF SOUTH WNDSOR. EMBED BOTTOM OF FILTER FABRIC 4" PVC FOUNDATION DRAIN FLOW X 6" P.V.C. INCREASER COUPLING THE DRIVEWAY AND SHOULDERS SHOULD BE STABILIZED WTH COMPACETD AGGREGATE OR GRAVEL AS SOON AS PROPOSED WA7ER LATERAL NIP EXISTING GRADE, TYP. . . . O OUTLET POSSIBLE FOLLOWING THE FOUNDATION BACKFILL. R PROPOSED ROOF DRAIN OUTLET -10' MIN. - TOPSOIL AND EXCAVATED SOIL MATERIALS SHALL BE STOCKPILED WITHIN THE AREA OF DISTURBANCE. THE STOCKPILED SHALL BE PROTECTED WTH SEDIMENT BARRIERS IF SOIL STOCKPILES ARE TO REMAIN FOR AN EXTENDED F PROPOSED FOUNDATION DRAIN OUTLET TIME (MORE THAN 30 DAYS), THEY SHALL BE SEEDED IN ACCORDANCE WTH THE 'TEMPORARY SEEDING" i i i\I I r ROOFIF00 TING DRAIN LA TERAL REQUIREMENTS OF THE CGSESC. \ PROPOSED STREET TREES �\ NOT TO SCALE ALL DlS1RUBED AREAS WHICH ARE TO BE STABILIZED WTH VEGETATIVE COVER SHALL BE TOPSOILED WIN A MINIMUM $- PROPOSED IRON PIN `EMBED STAKE 12" MIN. OF 4" OF LOAM, FERTILIZED, SEEDED AND MULCHED (OR SODDED) /N ACCORDANCE WTH THE REQUIREMENTS OF THE CGSESC. �- PROPOSED MONUMENT SEDIMENT BARRIER SEED MIXTURES USED FOR LAWN AREAS SHALL BE NUMBER 1, 19, 20 OR 21 FROM 774E CGSESC OR AS APPROVED NOT TO SCALE BY THE TOWN OF SOUTH WINDSOR. PROPOSED SEDIMENT BARRIER ADEQUATE EROSION AND SEDIMENTATION CONTROLS SHALL BE INSTALLED AS REQUIRED OR AS DIRECTED BY THE SA PROPOSED SOIL STOCKPILE AREA o TOWN OF SOUTH WNDSOR DURING CONSTRUCTION OF UNDERGROUND UTILITY SERVICES WATER, SEWER, GAS, EL EC., TELE., ETC.). \ �. .� PROPOSED CONSTRUCT70N ENTRANCE U THE CONTRACTOR SHALL PROVIDE A METAL WASTE CONTAINER FOR DISPOSAL OF CONSTRUCTION DEBRIS. TOP FND. PROPOSED TOP OF FOUNDATION ELEVA7ON A \ \ THE CONTRACTOR SHALL SUPPLY PORTABLE (OR OTHER ACCEPTABLE) SANITARY FACILITIES FOR USE BY BSMT. FLR. PROPOSED BASEMENT FLOOR ELEVATION CONSTRUC170N WORKERS. N A INSPECTION BY THE TOWN OF SOUTH WNDSOR STAFF IS REQUIRED PRIOR TO THE ISSUANCE OF A CER77FICATE OF GAR. FLR. PROPOSED GARAGE FLOOR ELEVA7ON \ \�� \ N P OCCUPANCY. 774E INSPEC770N EVALUATES COMPLIANCE TO 774E APPROVED PERMIT PLOT PLAN AND PERMANENT SITE z \ \ STABILIZATION. THE BUILDER SHALL CONTACT THE TOWN OF SOUTH WINDSOR AS DIRECTED FOR INSPECTIONS Ts 77SBURY SILT LOAM CS CHESH/RE FINE SANDY LOAM \ �� \` o AlS R v G T/o /V TA A h/c F A FINAL AS-BUILT PLAN IS REQUIRED PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY, THE PLAN SHALL \ G INCLUDE ALL INFORMATION AS REQUIRED AND DIRECTED BY THE TOWN OF SOUTH WNDSOR, INCLUDING BUT NOT `�-�\ 134 WC WALPOLE LOAM 2�`\ q, TF 326.79 P LIMITED T0: HOUSE LOCATION & ELEVATIONS, UTILITIES, DRIVEWAY AND GRADING. \ S c� WV 319.00 LIMIT OF WETLANDS R=225.00'\ \ \� ,L6• L=84.40' 3 A 1a=21' 29' 3 s \ C.B. TG 32.01 LIMIT OF WETLANDS BUFFER w ��O � _ \ a FL. 322.12 •••••••••• UPLAND SOIL TYPE LIMIT w '� TC. 325.97'T - FL. 321.67 q 'y N \ a \ PROPOSED 70' WDE EASEMENT IN FAVOR 20 \ OF 1' CONNECTICUT LIGHT & POWER COMPANY \ P W I - 41 \ \ \ \ \ INV. 319.46' J \ C.O.. FL=30347t y A=23,574 S.F. 5�� �0� \ \ \ PROPOSED HOUSE =0.5412 AC. \ \ TOP FDN.=�,?2 6 0 GSR. FLR.=325.5 cA \ \ \ BSMT. FLR.=\�/8.S 10'WDE STREET TREE EASEMENT IN FAVOR OF THE TOWN OF SOUTH WNDSOR 2 h ASSOCIA TION OPEN SPACE PROPERTY ADDRESS: 10' WIDE DRAINAGE EASEMENT IN �\ �y06 \� \ 180 PHEASANT WAY REFERENCE IS MADE TO MAPS TITLED: FAVOR OF LOTS 34, 35 & 37 PROPERTY ZONE CONSERVATION EASEMENT \ \ v- .CE "CHASE ORCHARDS OPEN SPACE SUBDIVISION, DEVELOPED BY CHASE ASSOCIATES", SHEETS 1 \ THROUGH 27 OF 27 SHEETS, MAP NUMBERS A-97-39-1, K1, K2, Sl, S2, S3, S4, S5, S6, Tl, T2, T3, \ \ RR - OPEN SPA T4, T5, Cl, C2, C3, C4, C5, C6, C7, C8, D1, D2, D3, Al AND A2, DATED 11/10/97, REVISED JOHN DORAN THROUGH 5127198, BY ENG17EK - LUCHS, GLASTONBURY, CT. \ \ LOT OWN \\ \ CHASE ASSOCIATES THIS SURVEY HAS BEEN PREPARED IN ACCORDANCE WTH SECTIONS 20-300b-1 THROUGH � \ , 2033 ELLINGTON ROAD 20-300b-20 OF THE REGULA77ONS OF CONNECTICUT STATE AGENCIES "MINIMUM STANDARDS FOR �, SOUTH WNDSOR, CT 06074 SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT p \ \ \ C.O.,ASSOCIATION OF LAND SURVEYORS, INC. ENGINEER/SURVEYOR: ROBERT JOHNSTON, PE \� (860 648-2006 THE TYPE OF SURVEY PERFORMED IS A LIMITED PROPERTY/BOUNDARY, ZONING LOCATION SURVEY. FL=302-63t 10' WIDE DRAINAGE EASEMENT IN FAVOR �, JAMES W. DUTTON,DU INC. 174E BOUNDARY DE7ERM/NA770N CATEGORY IS DEPENDENT RESURVEY. LS OF LOTS 34, 35, 36 & 37 67 EASTERN BOULEVARD THIS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. / \ \ GLASTONBURY, CT 06033 (860)-633-9401 THIS SURVEY CONFORMS TO VERTICAL ACCURACY CLASS V-2. / \ 0 THIS SURVEY CONFORMS TO TOPOGRAPHIC ACCURACY CLASS T-D. D T Q THIS MAP WAS PREPARED FOR THE PURPOSE OF ZONING COMPLIANCE DETERMINATION. ro � ! I L O / / L A N ,�Illuluul►I.k,19r \ ��-/� ENGITEK, INC, NO ZO�p1> L� t�IS°"Fr�CIST RELATING TO THE PROPOSED HOUSE LOCATION OR SIZE. o \ �. LOT 36 CHASE ORCHARDS ,'- V' . ,` � ..•' �� �.,�• h •••• y6C�Cli / \ \ ENC/NEEr9S,SUi9l�Ei'Oi?SBENV/i?ON,ffEiYTi7LC0.l�SULTANT "TOE [t6 �yNJC 1�?EIEF, THIS MAP IS SUBSTANT �QR; ;AS NOTED HEREON" o PREPARED FOR 67 EASTERNBOULEI/ARD, GLASTONBURY, CONNECT/CUT 06033 ` Q �� , © 'AGOOein �� PHONE. /850/633 940>FAX. /860/633 885> TH$�Ri 1�1P IS ALa tJ7�QSS IT BEARS THE LIVE *,NA'rt(f�E��A1 u �g`�F THE UNDERSIGNED / � / \ CHASE ASSOCIATES A -97-39-366 SCYOR. �c,�:'',e � 5� O w� \ - �`OV�w ��`h•43 �^�H SCALE/NFEET 0.too ` u SOUTH WINDSOR, CONNECTICUT SCALE. 1"=20' DATE. 4127198 SHEET. 1 OF. 1 MS j C-, 40' 20' O 20' 40' JA 074 II/I/1111111\11 `n �. e ;Q01VAL 0A 00 APR Q 1999 South Windsor BUILDING DEPARTMENT TO THE BUILDING DEPT. TOWN OF SOUTH WINDSO1, This certified that this plan and specifications are tnie copies of the proposed building or alteratLons to be erected at „�_Street together with amendments st t^d in ac ication and flied with plan and I agree t ply with all zoning. Building and state laws and orders as shell be issued by t Building Dc� ii of ring pendency of this app�e�tlon fi al 1.•ua c of a hooding permit. Signed This an approved jc^t t.- the condition that order a ordinances cgul..uny building shall be corn lie with. Con onally Approved These filed with Building Inspector )j Clerk Oat* No. �{ (o o 4 11000183 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 05/17/11 GIS ID:71100176 FEE: 45.00 MUNIS APPLICATION# 201100451 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: D R GOULD CARPENTRY LLC ADDRESS: 176 PHEASANT WAY ADDRESS: 42 ARCELLIA DRIVE OWNER: BISHOPRIC CARL W&ELIZABETH MANCHESTER,CT 06042 176 PHEASANT WAY SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: ROOF OVER POORCH 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 5/17/2011 1 I:45 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE