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HomeMy WebLinkAbout181 TALCOTT RIDGE RD DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT =APPROVV�iEiD� 1540 SULLIVAN AVENUE 4 644-2511 ext. 230 Bldg.Permit# ,l d Dat B di nspector Application must be printed or typed FEE SCHEDULE 777 Location of Job: $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT 0�'IT nD �A- APPLICANT ADDRESS , 5 ( APPLICANT PHONE# O ` O SOWN SF4 OWNER CL,,- st b " 15L I/t.,?N C ,- OWNER ADDRESS ( FS l T e I c --7r— � '- s`,,T1, C r Oe Jy �, OWNER PHONE C ESTIMATED COST$ t S r .� IS THIS A CONTRACT COST? `Yes _No CK- e FEE ENCLOSED$ C� �5 O�� TYPE OF JOB: OR-C _/ew nsta lation v Alteration/Addition/Repair -- I APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A RESIDENTIAL BUILDING PERMIT APPLICATION? YES O NO ❑BUSINESS CURRENT USE AND OCCUPANCY 0 ASSEMBLY ❑MERCANTILE FUTURE USE AND OCCUPANCY ❑EDUCATIONAL ❑ INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE O STORAGE ❑GARAGE ADDRESS ❑MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBER OF METERS NUMBER OF DISCONNECTS AND RATINGS NUMBER OF PANELS REMOTE DISCONNECT REQUIRED? O YES 0 NO NUMBER OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS 0 NUMBER OF LIGHT FIXTURES 0 NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK W i j}di.To 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. 5 I /,2s Y0 cJ CONTRACTORS LICENSE NO. .=E STATE r SIGNATURE OF APPLICANT )v1 C�3' DATE SI—•Z 7 ' }•��� Electric 1 �- �L� APPLICATION FOR BUILDING PERMIT Plumbing# -l� HVAC #$ram 121 Ta 1 r-n ft Pi dge Date: O Sprinkler# 3- pFIN R --- 32.4 4 6 __ ---- Estimated ost Buildin �D .r ----- - - - - - - ---- Permit Fee $ Buildi a COMPLETE RED BOXED AREASEngin I Occupancy Fee TYPE OR PRINT ONLY Eng. Insp. Fee $ A NO- SIGN ON REVERSE SIDE Appr. for CO. - - - ---- - --- - ! Total Fee $� TO THE B IL NG DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applica - �s� �cr� «< Location of Work t Sl jft ,ITT QLV46 C__ Lot No. Applicant's Address D R Tel.# Te_6 3 U 0co f I (YO Town ��c/-7 G To+-r Zip dce02-4 Lic.# Owner S7ev� G',47'7u ScU Architect Owner's Address /B/ T,tYco?T i��pG Architect's Address S•w I skz, Zip C�A007(l Zip Sq. Ft. New Area: 1st FI. 3 ZO 2nd FI. "'— 3rd FI. -- Total New Area 3 2-<D Purpose of this permit 7- 4 iCa, ` x ? �� ati .s C--/ Pc .a A I rO.. City Wateref'-�_ Wello Septic Systemo Sewer2-- — Ins: HO SP Cert. Area Basement Garage Approved bdi Date Use Group _ Construction Type Re sd W02 1 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 Tiding is alto Si I hereby apply for a Certificate of u ie rk de t lication for the permit. Sign DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS Inspection / Approval Date By Appl Code Description Due Whom Code Comment ------------------------------------------------------------------------------- "*-32446-B 30,000 BO1 FOOTING 04/13/06 JFF D PIERS 34 TO36IN LEFT NOTICE AND CALLED CONTRA CTOR BO1 FOOTING 04/17/06 JFF A WITH CONTRACTOR B04 INSULATION 05/02/06 CJD A B03 FRAMING (ROUGH) 04/28/06 CJD A B09 OTHER 02/29/08 JFF CALLED CONTRACTOR TO CONTACT OWNER AND CALL BACK WITHIN 2WKS NEED HVAC PERMIT B10 FINAL 09/23/08 JFF A WITH OWNERS 1_ 0 J r g1 0 Electric 452_0 � 1 ,a� APPLICATION FOR BUILDING PERMIT Plumbing# HVAC # c70 181 maI c att_R1dge Date: V11 Im. Sprinkler# _ EL FINAL APPROVALS Estimate Cost Building Permit Fee $ �To Engineering COMPLETE RED BOXED AREAS EncuIns Fee $ /o Affidavit TYPE OR PRINT ONLY g• P• 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. Applica wf.fc ep� C-:7 fG c Location of Work 6 8 t TiKrCo'Tt" Lot No. • Applicant's Address 9 .&�Q6 2�,2 Tel.# 8;ZF—J 0 0 3vCv-`t 01D Town cfLC_/h GToll Zip nclooz_.7 Lic.# S Owner G•47'7v SO Architect Owner's Address/B/ 7PiCcoT? '2lDG Architect's Address S•w I rt�s� Zip C%007�l Zip Sq. Ft. New Area: 1 st FI. 2nd FI. '— 3rd FI. Total New Area 3 2CD Purpose of this permit T rr IC6 ` x e o s c.� City Waterers Wello Septic System❑ Sewer[—"— Ins: HO SP Cert. Area Basement Garage Approved Date b Use Group Construction Type v Re ed 8/02 S`2 -<- ioWn O-P Sou� V&U&O't 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 S A•co TE EP NE(860 4 251 pl _ 1 pb « Cp tips v r 5-0 February 1 , 2008 C Chase Building P Com any, LLC g --° g75' 9 Ridge Road o C Ellington, 0 CT 029 l �"'-� �e� Dear Madam/Sir: 77� D % Re: Open Permit #32446 — 181 Talco Ridge— South Windsor It has come to our attention that here is an outstanding building permit dated April 4, 2006. State Building Codes require the issuance of a Certificate of Use prior to using the proposed 16' x 20' addition. Please contact our office for a final inspection. All permits should be closed by March 11, 2008. Should you have any problem meeting this date, please send our office a letter stating the reasons. If the proposal is being used without the benefit of a Certification of Use, a caveat may be laced in the land records stating a Building Code Violation exists on our P 9 9 Y property. Please call Alice at 644 2511 ext. 230, should you have any questions regarding this letter or to schedule the necessary inspections. Our office hours are 8:00 a.m. to 4:30 p.m. very truly yours, Christopher&ouQan Chief Building Official CID/pmm Enclosure ti DEPARTMENT DECISION APPLICATION FOR HVAC PERMIT PERMIT# Application is hereby: TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT APPROVED 1540 SULLIVAN AVENUE Bldg.Permit# J?� 644-2511 ext. 230 �( Da ding 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$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT I'mof Y4 APPLICANT ADDRESS t/1, IZ� jl1ryC, 1-�� Cam- C6 a2q APPLICANT PHONE# 6 j?, 7 2 ro S— J O W N S F,q OWNER OWNER ADDRESS �- a co� e ,r OWNER PHONE C ESTIMATED COST$c crfl, a� •� d # U x IS THIS A CONTRACT COST? —Yes —No ,o �" '�� FEE ENCLOSED$ (Sµq f/y �•/� TYPE OF JOB: #W(,a �SO R C�� New Installation l/Alteration/Addition/Repair d"310 Revised 4/01//2002 APPLICATION FOR RVAC PERMIT (Continued from reverse side) TYPE OF SYSTEM: TYPE OF BUILDING: ATING ❑RESIDENTIAL A/C 0 COMMERCIAL 0 VENTILATION ❑INDUSTRIAL HEATING 0 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) OF(HEAT LOSS SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL HEATING EQUIPMENT(INCLUDING MAKE&MODEL 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) VENTEL ATION 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. NTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT DATE r pHdiagCoompaMay,oul GENERAL CONTRACTOR LT- -3 r 9 Ridle Drive Eilia'ton, CT 06029 (860) 875.5200 Fox (960) $75-7367 CT Lit. SS6559 CHASE A)X)MON NDR • ■ ATM:RICK 4-3-06 9:21aan t Of 1 :ara..sey'r.♦attr Miw.7�d/1.ys 4f9 Member Data Description: h MAW Type:Sewn aQ�pitgt;iarl:Floor Standard Loan. Lateral Bruin:Co�p� Litre LOW: 40 PLF lAdsture Condition:Dry 8uitdinp Coda:IBC!JAC Oefl"On Criteria: L/Jt30 Ive.1R40 plod Dead Load 90 PLF Oedc Connection:Nailed DO Member Wei�M 13.3 PLF r: 10 S Fltensroe KY( $ Non-etandard Loads Tye Trek Uwe lDaseeiplloitj 6bptn End Width tT~ad Replacement Uniform(PSF) 0 O.OtY 8' 0.00r' is' 0.00• � end Sort End Dot Replecemerg Unilo(m(PSF) 0' 0.00' t3' Q,00" 'r 0.00' 3300 1s 115•9% Replac6m ovt Uniform(PSF) 0. 0.00" v Ourr 0.00' 40 10 10M ftepracement Uniform(PLF) 0' 0.W bt' p.OW 10 1009G Paint 13S 4' 0.00' 60 0 443211� eoo a a 0 Bearings and Reactions thwx M4AMrwm ww"Cove r t4te11or1 t.�A 1.e 'toad 1167E 1007E 1 0'0.t70• Wei NIA I.W 7r zw 1711S 1 sWO 40M ..� 2 !'1.7S' was NIA 1.ie' 772M 17110 loan 402,2v n20 20 Design spans r 1.7V ....Pro�d��l�t i4t ll4IiLiitn t1R°t•JN s a.i *"5?�j Caepoweryt TO i6a Design Aes pawed GwtNi CtMELML" 1AlnhwR►t.AG"bwrine ro-W— et beeAno•1 ► ph"um 1.sb'bamnq tegt"st th"rlAs 12 �+�+ ulra+s CorRJlNlew 16WIFA bMET011 for bolt chaML �A1low+lbies Sti'esa Oeslgn Actual Allwnbts GpAtipl !eewtlen toadbla PoslFive sArmerx =so.11 23SM.11 o 5hetr 6W.6 1099" a. 4.OT TOW imw I la% LL0*%clon O.t242' 03T11 a01• T0141lo d116% Zt " 0 2931' 0.a073' Lim L 0 r TOWtutpl load 115% CO ntvL PwAwe AAcme�t Oman eutmes a RPOttW WAMbw WA elwA M tlwn&d snw A% Vq*r#A K*"es Irut•'sVon a�Aao NSJST be ux"Nh w&c w4do"caphe4on dAorA{6n0�I1tmIM1 1 ' Miri.o r..ti...w a.rrwr w.Mrwrw�"rryw _ �er"Mir�!i•»10.iE er K:,wk��tit.�ROTs11E�fyR�tO. ����K�fLT�atrr ane�w�h ••�•••••••••• aao+aNtt1 hJl •lfA1W r•ae�.RrMw.IyM fil lrw r p'"lo,eMw ap N4 +wfeWlrlRh"Oofuft M Wept wmv Gqm wo 40" r 1"rr"w►nit Iwi1•'w+r wry Y►r•MM fwlwrrt i.�. '1L4.L 1-1 nnu,I LLL IIIU IV" 1 CA.VVVV J VJ'#IV n-/ .J1 LbVV Iv••11 /•VV MM.31.Z@% 11(r'FM r-U trrAN-LWlrit. NU.14d 4J.1 1 CHASE3-31-06 Ac.1— 11.42M a.Ysr..o•..w. 1 1of7 lulllt�eltkpt�qT Male MI MMber Data Description: Member Type:Beam Application:Roof Lateral Braatlp:Con4rtiotls Top 6": 0.00/12 SUNvid Load: Moisture Conditor:Dry St7itding Cofe:18C 1 IRC Lave Load: 30 PLF Deflection Criteria: L1380 live,iJ240 total Dead Load: 18 PLF Deck Comedian.Nailad Member Weight: 13.1 PLF DOL: 11 S% Rename:KYB5 Non-stuW&d Loads Type Trlh. Live DItM (Descriptioh) Begin End MRdth Start End start End DUI. Fee lecement uniform(PSF) 0' O.OW 20' 0.W e' 0.00' 30 25 115% zouo �000 Hearings and Reactions input Ujarfum wont cam cam ��10A Typ. L-,%n1 L"2* Tow 115% IW% Dead Teat t .O'O.CC' WaP 3.50' 1.6s' 44321t 234ex ON I-O&W 4432rr 2 1t3'6.7b' Wau 3.W' 1 0' 44320 23469 ON 21"51 44U# Design spans 17 S7s` Catlpet►NR at.Rliri 1Hilpn hsa P>.iNd hsrpn t:hacM.•" P*tpn a..Ynw t olltrrtoM%*Prat b VWV abttp to top Chord, IAilowstrfe Stress[]sign Acted It[oe+ebio >r+P•ah l.ecatiob ovdkv Positwe h1orma 21575.W 31169.V evx 9.7a' TOW IOU 11 S% &war !W 1 Tote!toad 1 t 5'�+c.Rtuchcn 4432A 3IMS 4S% :O.se Doea!oao u D*UcY an 0,4941, 0 66'at• U415 9.7tr Total loud 115% TL 09%. crlcn 0 932s' Wall :R61 9.711' Totsl Led 11 S% orW tt WA11ctlon pv%O'duw%MO*d-9-4-MUST be M-WA"fw"W01 p ftvacbm dotallt and.tl.�sthvt A#11aa11R eel o w taa..ar'rl a Iw nw....11.l. JEio tCtTs r+-+KM It3/1tlwMot w KJyla+l c•r'ryl.w LrL Ate RiCMt�7�FQ0. aau-J,-r Cllttlr a.Tl ll.rlac.oc.ealoe L/1,.'•/w I,..whe-..1►.r t.w w Ir.r+a.p-M..w.+w ir. ..a.e prltr�aMll`y'►wY.1-rrOLalRddlaaMtia-- lai a.•wa r�.11r�F rIwIM nMw,M h��+MIW aplMw r-nlf •Int1MY M p--.gar+/al�"M�wA�t,r alY'la/le M h.lr!uAw/1YtMdfrtrr Town of South Windsor Building Requirements Owners: St p Phone Number:8*15-GZLoo 30 - 4 600M All Construction Documents shall have the followina information: d Front Elevation Rear Elevations Use Group Type of Construction 5 Plans Should: Be drawn to a scale not less than 1/4"per foot. work to be performed. Contain no less than two copies. LL All plans shall be approved with the following: IW3 ZIRC. Foundation Not Applicable Approved Disapproved Footing width,depth,key way,etc. % Fire lace and chimney base ¢ Damproofing and/or water proofing details A/ Steel rebar if required 'V �- Basement windows and/or ventilation Crawl space data, min.clearance,vapor barrier Wall Construction Not Applicable Approved Disapproved Header sizes for all openers exterior walls '/ Sheathing, type and size I/Ax. c�k Insulation,type, R-value i-- Flashing, of material,location,etc. Foors Not Applicable Approvpd Disapproved Carrying beam or girder,4T9,SUesWn Beam pockets, bearing plates, rances, etc. Double joists under bathrubs, refigerators,etc. N Hangers in spans more than six feet 2 Floor insulation,type,R-value j -3 Bored holes not to exceed one-third depth with Notches not to exceed one-sixth depth and outside J( Vapor barriers ; Roof-Ceiling Construction Not Applicable Approved Disapproved Roof rafter, species, grade, size, spacing, span, pitch -- Insulation, type, R-value, proper vents - Attic ventilation , Roof sheathing,type, size,and span X Roof coverin It paper, etc. it-1 5 Building Planning Not Applicable Approved Disapproved Manufactures specs on all engineered systems Ceiling height(min. 7'6" Emergency openings egress windows) ?�3 Stairs, handrails and guardrails Attached garage separation Uo re uired loss calculation 44 LA7T I m s QiQLad v Note: All persons doing any masonry, electical, heating, air-conditioning, plumbing,alarm, well-pump,excavation,demolition, or related work are required to obtain individual permits before beginning any work at this site. lV C onuv ( ko*-, '-1/I lo& {!, , y/ rhn6 aril( 1 ckX'e9�L� Cam— C� /fi*� '38?c 3 a v(U LL= 400 plf DL= 100 plf Reaction 2 - 2x10 DOUG-FIR/LARCH #2 Reaction LL =1570. lbs LL =1570. lbs DL =392. 5 lbs DL =392. 5 lbs TL =1962. 5 lbs 7 ' -10" TL =1962. 5 lb Min Bearing =1. 5 in Min Bearing =1. 5 in Based on top edge having continuous lateral support. DEFLECTION Increase in allowable for duration of load = 0 o L/180 = . 5233 inches L/240 = . 3925 inches L/360 = . 2617 inches BENDING = 109. 1% of the allowed SHEAR - No increase L/480 = . 1963 inches ALLOWED = 42353. 4 inch/lbs ALLOWED = 1757 . 5 pounds TL Deflection = . 1349" - L/698 ACTUAL = 46216. 9 inch/lbs ACTUAL = 1577 . 1 pounds LL Deflection = . 108" - L/873 MEMBER OVER STRESSED Shear OK Deflection OK (floor or roof) Plan Analyst Software Town of South Windsor 181 Talcott ridge by Ben Weese and Assoc. Building Department www.plananalyst.com 1540 Sullivan Ave South Windsor CT 06074 860-644-2511 C L?©SS 111�1}� P�rDv� r , DIIc I'q"[.vC 'K uC C con rkrlu ; P o 6a- Vet,'-It/ lI V I"i� Vr A / s itt j "VYVEK � t �s fit. r '� r4 4 VeW Eivvozy bcoi:1, cac-d 7a 'snip-iCo DSL 97," I-V4- HEAQC;R E3 k a X 10 RAM V7 loyr AuLTV. Ql z I NJ ti in It i � v � 3ak e $�M V v v i � S 1 V � 1• 1 J v x n i __--. _. .-. 10 THE This certified that this pltn r.nd ore I r. copies of the proposed artlding or .if4r*Mns to Z­ are,tedd at l together with ar,iendr:vrts s'.tcd In .licr.tion .ina filed with plan and I ,jgr^e to eo":pty with oil zonin K. Builling and state 1-•.rs a^d s»it orders as sha61 be issued by the Lui•o:ng 0--p,.0mint during pend.n^_y of this application and final issuance of a buhilwa permit. Signed This plan Is apprcvcd sub;cct to the cond'tlon that ord rs and crdinances ugdi-Ing building snali ba cc-phed with. Conditionally Approved These filed with Id It Inspector Clerk „t. MV i;4-Tt South Windsor BUILDING DEPARTMENT � � u +328.7• f0' WIDE STREET TREE EASEMENT IN FAVOR OF THE TOWN OF SOUTH WINDSOR \ 25.9 ; 41-I 24.76\ c++326 6 \ I � N 325.32\ s �00 / ��► N ; +328 8 / / .► �► o ma's +3276 \':I �4326.34 `T$ ,S \ 327.17 328�+ -r 4�' �32 .90 BIT. ORrY£ 327.77f/ 5�. + \ \ 31m.o J28.0 / \ 326.0 µG +327. �j 328 +327. \ \ ► �J+ + �328.19 328.53 J27.81 \ \� 32 . I 200, \ \ \a 0� 628.39 }'/ p \ + ' 7 /NV- �n 328.52 328.66 0 \ N 41 -' ` H J12.0 s27.0 c \ 4�+ \ /328.OX N N •p N +326.5 \ $ 4.02 Tp +326.8 ""C C PAD 324.36 2.0d EXISTING HOUSE �\\� uX l � \ I \ +324 6 /+324 3 TOP FDN.=329.29 STEPS GAR. FLR.=328.61 P c�1 6 � BSMT. FLR.=321.94 s2806\� 324.1 SILL=330.74 4326.0 /,b�� +327.7 � I r -326.1 / \ DECK N INV=J25 29 �. 47 + u 328+4 y + 323.7+ 0 +325.8 �1 J25.9 ' +32 8 �/� 1 325.7 A=21,056 S.F. Fi=320. n 7! i o / / 322.63 � Fc=sts. t \ =0.4834 AC. I `.1 3 6.7 I c c o ti I -� 9 1 -� j768 325.7+ro 13' 7V 184.77• ( °0- \ $. NATCFI .� 0 ti N82-p O plw \ 1 z}6 c 324.6 \F 5 , Og ��/ h / o + \ 3247.7-- � +324 4 \ _ +325.31 323.6 \ � o _ 3741�jCJ N. ° D _O .4+325 142,55' _ -_ i.� / � 5�7� CAD _ 3251 D OD D B=D N83=26=05 W _ a I / 324.0 Q D D \� +323.6 _ n P� 322.8 / +325.1 ° D -8-gyp \151.75- �b - D D 25.0 u N83=26=05 W 20 .00' 323.6 EASEMENT �L 0 EASE OT DRAINAGE 10 WIDE TOTAL IN FAVOR OF LOTS _ 232c; 22.5 E,H " 44, 45 AND 46 +325.16 ASSOCIATION +324.9 FL'sr9.111 15.00' f0.pp' 'AI ASEMENT OPEN SPACE 4�� ' AW South Windsor 13UILDING DEPARTMENT CERTIFICATION OF ZONING COMPLIANCE 3 X to Proposed building(s), use(s) and/or structure(s) as shown on this plan appear(s) to be in conformance with current South Windsor regulations. Variances and special exceptions may apply. Date Zoning Enforcement Officer TO TOF BUILDW DEPT. TOWN Of SOUTH WINDS(711, Thla certified that this plan and spec Aic.rttons -,, trur coFies of the proposed building or alterations to or allowed at Cl rear together with amendments stated in app at+, nd filed with plan and I agree to comply with all is, aulidtng and state iaws and such orders as sa be Issued by the Building Department during p,%- tq of this applligeti" and final issuanae of a bubsa4 permit. slg This Wan to approved subject to the oondltlon the orders and ordinanoes regulating Dufldbig shall Ill complied with. Oonditionally Approw0 Do" iffed rift Buntfing IIn/i 7A C 0 U LEGEND 322 - EXISTING GROUND CONTOURS 320 +325.2 EXISTING SPOT ELEVATIONS EXISTING BIT. PAVEMENT - - - - - - - - - - - EXISTING CONC. PAVEMENT s'Bac EXISTING BIT. CONC. CURB. G _D D D D - EXISTING STORM SEWERS \ \ R=200.00' 326.47 s R=175.00' + L= I 184.24' \ L-210,56' ` - s s s s EXISTING SANITARY SEWERS \ - _ ♦ 1a=60'-19"-f5" f\ ' / .a\)V IV +327.36 S \ \\ - c c c c - EXISTING GAS LINES 25' WIDE SIGHT LINE i EASEMENT IN 327.3�+ \ ' S / PROPOSED 70' WIDE EASEMENT IN FAVOR OF THE FAVOR OF LOT 47 c` \� CONNECTICUT LIGHT AND POWER COMPANY - E E E E - EXISTING ELECTRIC LINES \ \ 3 \ \O \p O 325.53 - W W W - W - EXISTING WA TER LINES 0 �ppp \ o�26 2 I \ 0 - F F F F - EXISTING FOUNDATION DRAIN \ 1 +327s p \ ?sir\ mcc� d sMH \ p 16. \ Ti I ,�•Jp \ `0 \ .83 INV=3358.56(NW)-i -R R R R EXISTING ROOF DRAINS + I \ , 14 N INV 3f1.72(NfJ 3IN • `\ \ \ 07 EXISTING STREET TREE 10' WIDE STREET TREE EASEMENT IN FAVOR � \ N � �\ OF THE TOWN OF SOUTH WINDSOR \ 25.9 , \ 24.76\ \ 0HH i \ EXISTING UTILITY HAND HOLE \ +326.6 \ 325.32 0 EXISTING LIGHT POLE +328 8 / + \ p wp N\ ,� 327 6 = \ �+326.34 ?� ys ;I`G EXISTING WATER GATE 0 EXISTING GAS GATE /� / � 32698_K- t+ ac EXISTING A.C. CONDENSER 3�3'+33so - _ - +- 3z 90 BIT. DRIVE 327.77 / 5\• \+ \ N ��\I 328.0 f \ 326.0 \ o K,G `N /v \ Q f +327. -_ _ \ \ w DECp�. IRON PIN TO BE SET \ \ 3 _ 328 r \ +327 \ \ \ �o ►� \ Y rr 77' q6� �pQ� + 328.53 �\\a\ \\ 0 5 \ f ` 328.t 9 327.8t / M DIVUMEIVT TO BE SET _� 327.6 i 40v \ `� m \ '} \! N lU}.�J_ 2 \ \ / O South YVrn=or 628.39 \ \ X\ \,-F'' \ BUILDING DEPARTMEN-I; EXIS77NG IRON PIN `lpp kpry 328.52 328.66 0 \ \ +\x 3zs.9 / lh,V_ \ N Q 1 3I2.0t �+ \ \\ `\ \ �\ �' *1 \ \ N \ WM OF SUl/fri iY:iVUSUt 327.0 �- N 9i w TO THE BUIL.•IV. .,� I, TO EXISTING MONUMENT \ p A_ zfi o / I N \ n I copies of the \\ This certified that this plan an ."Cifieations are tru w PfbPosed bui tB 01 ako}etions to b• o• � \ \ � y' \ w erected at p� +326.5 \ 4.02 ` / ` I � \� � ...+ l`d+326.8 ►!Lc!;f'(' (l.lncr, s WETLAND LIMITS \ u N together with an1•ndments at~ M a Scree• / -- ` 2'� \ \ 1 W I„/ / \ I ` +I \ I filed with plan And 1 agree,t0 apTpy wkguf=onlhg, �CONC. PAD 324.36 EXlST7NG HOUSE \ ��' 324.6 Building /+ TOP FDN.=329.29 \ \ / g and slat• laa and 3 324.3 N\ N Po5 issued b the Buildingtelaw Ough orders as shall be BUFFER LIMITS 26 STEPS GAR. FLR.=328.61 0 iA\\ �/l, I �5 0 is this a laatton and „�Paltar•nt,auHns Peneancy _r / BSMT. FLR.=321.94 0 328.06 0� \ `� 1 l 1 16"a a of a building 326.0 324.1 / "$ Permit. SILL=330.74 \ �// 0 � +327.7 Signed -his\ \ DECK o lNV=325.29 \\ �/ or;,rsland o�PProved sY S 47 + 326.t / �- + Y / SMH Meet to the oonaklon tAat + O. 325.9 + 328,4 ' + y 323.7+ O f IF. 322.89 lnanate fYgWMAW building -� 325.8 �� I 323.8 / 325.7 1 INV. 31L25 c -1t,hed with, sfiall be A=21,056 S.F. ' FL=320.7t //,Oy 322.63 y 1 C',ditionally ApproVed f \ =0.4834 AC. I \ , I FL-318.721_ G I wyA 323.9 68, 3 6.7 _/ G I f -.__- _ 17• 325.7+ / G 2 N C.B. ,� Buirding In G �p TG 322.t6 11 A. Inspector 325.3 o HATCH p in 317.82 N, A'S - Clark ti 1 �' N8 184 7T \ 38. o \�- G I ��� o Q I L4 I 318.14 W \�• 2-60-00 W \ t 2 324.6 o G �c. 5g. O(, i� 318.24 E/ Date -D D D 81OVC I _\ 32d�� G G -_D -_0 D -- -- �_ +325.3 +323.6 \ o+32\ 324.,1 0 56/ � D D $ f D O +325.4 _142 55' r��F /5�• 5 J 325.t _�D O D D 8" VC =83=26=05"{4/ _-_ • \ �401 /1 /0 \'� o D \p � FL=319.88t +i95 t D _-D -_\ -+_320 6_ i- �- g P�0 ��$ \322.8 I of '� ! vs C v I ro U. 10' WIDE DRAINAGE EASEMENT) 7ASSOCIA 5"w 200.00',LOT TOTAL 323s D ° 250 F N la 1039'12'-1 " IN FAVOR OF LOTS T _ _ 23;25' 722i iHN44, 45 AND 46 + PVS 32 1N + 5 00' E 324.9 00REFERENCE IS MADE TO MAPS TITLED: ID WADE 0,1r L T EASEMENT +� 3Z L=15.67'/N FAVOR OF LOTS 44 � 45 CONSERVAT70N EASEMEN 324.z `f 1a=04'-29'-1 25' WIDE SIGHT LINE EASEMENT IN ' ' "'I s PROPERTY ADDRESS: ( 181 TALCOTT RIDGE ROAD\ "CHASE ORCHARnS OPFN SPACF S!/BDIVISIQN nFVFI OPFD BY CHASF ASSOCIATES" SHEETS 1 N THROUGH 27 OF 27 SHEETS, MAP NUMBERS A-97-39-I, K1, K2, Sl, S2, S3, S4, S5, S6, Tf, T2, T3, FAVOR OF LOTS 46 ac 48 I v + �11 0 1o0x1\,L=20.41' T4, T5, Cl, C2, C3, C4, C5, C6, C7, C8, D1, D2, D3, Al AND A2, DATED 11110197, REVISED 322.9Ifo 1a=05-50'-4 " THROUGH 5127198, BY ENGITEK - LUCHS, GLASTONBURY, CT. 25,p ) I �� 3 PROPERTY ZONE: I RR - OPEN SPACE THIS SURVEY HAS BEEN PREPARED /N ACCORDANCE WITH SEC77ONS 20-300b-1 THROUGH � LOT 20-300b-20 OF THE REGULA77ONS OF CONNECTICUT STATE AGENCIES "MIN/MUM STANDARDS FOR v I � ,OHNO DORAN SURVEYS AND MAPS /N THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT l " 25' WIDE SIGHT LINE EASEMENT INS' / / % / ' / CHASE ASSOCIATES ASSOCIATION OF LAND SURVEYORS, INC. / //, FAVOR OF LOTS 47 & 48 2033 ELLINGTON ROAD UNDERGROUND FEATURES HAVE BEEN COMPILED, IN PART, BASED UPON INFORMATION FURNISHED BY I SOU7H WINDSOR, CT 06074 OTHERS THIS INFORMA77ON IS TO BE CONSIDERED APPROXIMATE, ENGITEK, INC. AND THE / (860) 648-2006 UNDERSIGNED SURVEYOR DO NOT TAKE RESPONSIBILITY FOR SUBSEQUENT ERRORS OR OMISSIONS ER/SURVEYOR: WHICH MAY HAVE BEEN INCORPORATED INTO THIS PLAN. DAAMESMES W. DUTTON, LS THE TYPE OF SURVEY PERFORMED IS A LIMITED PROPERTY/BOUNDARY, ZONING LOCATION SURVEY. ENGITEK, INC. 67 EASTERN BOULEVARD THE BOUNDARY DETERMINATION CATEGORY IS DEPENDENT RESURVEY. GLASTONBURY, CT 06033 (860)-633-9401 THIS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-Z AS-BOIL T THIS SURVEY CONFORMS TO TOPOGRAPHIC ACCURACY CLASS T-2. Q NO TES: / L 0 T PLAN REV/SED /2//0/99-D/MENS/ON CORRECT/ON THIS MAP WAS PREPARED FOR THE PURPOSE OF ZONING COMPLIANCE DETERMINATION. UNDERGROUND UTILITY LATERAL LOCATIONS SHOWN PER INFORMATION PROVIDED ENGITEK INC. NO ZO ��ItV(tr�� �' XIST RELA77NG TO THE EXISTING HOUSE LOCATION OR SIZE. LOCA770NS AND EELEVATIONSCOF�HE SERVICES WERE �ERIFIED IN THE , o . . n, BY THE UTILITY LOT 47 CHASE ORCHARDS 7HL .1�f P.`AI ��S '>:, NOT VALID UNLESS lT BEARS THE LIVE SIGNATURE AND SEAL OF THE ONLY WHERE VISIBLE FROM WITHOUT EXCAVAT70N. ERNNEE.UZEVPEYOiYS&ENVGNB1_E.1'TALCONSECI-ICS PREPARED FOR 67 EASTERN BOULEVARD, GLASTONBURY, CONNECT/CUT 06033 i s UN -Z w PRIOR TO RELEASE OF THE LOT BOND, THE PLOT PLAN SHALL BE REVISED (IF PHONE. /860/-6339401 FAX. /860/-633885> "Taal M ND-BEL3EF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON" NECESSARY) TO SHOW ALL INFORMATION AS REQUIRED BY THE TOWN OF SOUTH SCALE/NFEET CHASE ASSOCIA TES y?� ;�k WINDSOR, INCLUDING BUT NOT LIMITED TO: FINAL GRADING (CONTOURS), U77LITY A -9 7-39-4 7-C LATERALS, DRIVEWAY AND WALKS ALSO, IRON PINS SHALL BE SET AT ALL LOT SOUTH WINDSOR, CONNECTICUT "-1 =20' OA .TE• 10�14�99 SHEET.• > OF- > JA t�'•', _ 74 CORNERS PRIOR TO RELEASE OF THE LOT BOND. 40' 20' O 20' 40' SCALE voil/11111111111110%v LEGEND OF END SECTIONS FINISHED GRADE DOWNSPOUT NOTES. SEDIMENT BARRIER LEAF GUARD UP SLOPE TO PREVENT THE CONDITIONS OF APPROVAL OF THE CHASE ORCHARDS OPEN SPACE SUBDIVISION ARE A PART OF THIS PLAN. ---- EXISTING GROUND CONTOURS BYPASS OF WATER ROPO -�--T P.V.C. DOWN SPOUT COUPLING THE LOT OWNER, SITE CONTRACTOR AND BUILDER SHALL READ AND BECOME FAMILUAR WITH THE CONDITIONS PRIOR 1 TUC CTAOT /1C 1 11111111 111 Al l AP'`TIIPITICC CUAI I 1V11101 V 11,11 CAM IYIAMITI/IAIC d /V 1"E 01HIA1 Vr VVIYJ IIIVVIIVIV. PILL /'IV fI VI IILJ JI 1/'1LL VVIVII LI III III JPl1 L/ VVIv(J111v1v.. \V n;,oo c°`$'°�;'.� •gip, FINISHED GRADE x 296.6 EXISTING SPOT ELEVATION 6?L °� ° ° %! 6" P.V.C. RISER END SECTION Q a�`1°q�`v°no°`� a EXISTING STORM SEWERS, SANITARY SEWERS, AND WATER MAINS ARE SHOWN PER THE APPROVED CHASE ORCHARDS 0 pc7 6,11 p _ °n cf'q Gn OnQQ PDnuQ �QO OD° °� 296 PROPOSED GROUND CONTOURS —I q ,� Dpa Qo�d�°�°°Q&�o OPEN SPACE SUBDIVISION AND MAY NOT HAVE BEEN INSTALLED AS OF THE DATE OF THIS PLAN. PRIOR TO ANY 6" P.V.C. ADAPTER HUB,^r e" D_I EXCAVATION, GRADING OR CONSTRUCTION DEPICTED ON THIS PLAN, THE CONTRACTOR SHALL VERIFY THE LOCATION, THREDED P.V.C. PLUG 296 PROPOSED SPOT ELEVATION - - ° 4 X I ✓C PIPE— ELEVATION AND AVAILABILTY OF UTILITY SERVICES. ANY DECREPENCY SHOULD BE IMMEDIATELY TO THE ENGINEER SO �� F� $O�°cn�n�oO °�� QDo�pQq / _ 6 BELUW I'lNISHtD GKAUt ° � THAT ADJUSTMENTS TO THE DESIGN CAN BE MADE. CT D.O.T. 2" STONE p a ag °o ' ° 6" X 6" P.V.C. WYE EXISTING TREE LINE n ao",G�°o°qqQ� ° 6" X 4" P.V.C. INCREASER COUPLING THE TOP OF FOUNDATION (TOP FON.), BASEMENT FLOOR (BSMT. FLR.) AND GARAGE FLOOR (GAR. FLR.) ELEVATIONS ~J 1117 FILTER FABRIC a q °D pOo AND GRADING DEPICTED ON THIS PLAN SHALL BE REVIEWED IN THE FIELD BY THE OWNER AND BUILDER PRIOR TO THE \.M.JLJL. PROPOSED LIMIT OF CLEARING —I I,� =�I EXISTING GRADE-` '1y 6" P.V.C. WYE /F REQUIRED FOR START OF CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY PROPOSED CHANGES TO INSURE 6" P.:!C. CAA/ LAr -ER DOWN SPOUT COAINFCTI/7A1S)—' PROPFP FI/NCTION OF 11T111TY SY4TFMS AND DRAINAGE ° EXISTING STORM SEWERS FILTER FABRICy/ 1 FOUNDA170N NOTE: ALL PIPE AND FITTINGS SHALL CONFORM ivl PRIOR TO ANY CONSTRUCTION OR LAND DISTURBANCE ACTIVITIES, THE CONTRACTOR SHALL CONTACT THE OAK STAKES 10' ON TO A.S.T.M. D-3033 OR D-3034, SDR 35. CONNECTICUT UNDERGROUND UTILITY PROTECTION PLAN (TEL. 1-800-922-4455) AND REQUEST A UTILITY MARK OUT. s EXISTING SANITARY SEWERS CENTER, TYPICAL END SECTION _ CONSTRUCTION ENTRANCE SANITARY CLEANOUT 90; 6" P.V.C. ELL I 45; 6'P.V.C. ELL ALL EROSION AND SEDIMENTATION CONTROL MEASURES AND AC11V177ES SHALL BE IN ACCORDANCE WITH "THE w EXISTING WATER MAIN 774E MIDDLE SECTION SHALL -III EXISTING GRADE, TYP. �6" P.V.C. PIPE CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL" (CGSESC), JANUARY 1988. 174E SYSTEMS BE INSTALLED LEVEL FOLLOWING Il- NOT TO SCALE NOT TO SCALE 774E GROUND CONTOUR LINE 6" X 6" P.V.C. WYE SHALL REMAIN IN PLACE AND BE PROPERLY MAINTAINED UNTIL THE SITE IS STABILIZED TO THE SATISFACTION OF THE s PROPOSED SANITARY LATERAL TOWN OF SOUTH WINDSOR. E PROPOSED ELEC., TELE., CA TV LATERAL n FILTER FABRIC PRIOR TO STAR77NG ANY LAND DISTURBANCE ACTIVITIES, THE SEDIMENT BARRIERS SHOWN ON THIS PLAN SHALL BE 1 I —4" P.V C. PIPE I PROPER! Y INSTALLED-FD- ADDITIONAL FROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSTALLED TO o PROPOSED GAS LATERAL EXCAVATE EX/STING SOIL AND FIRMLY ADDRESS FIELD CONDITIONS OR AS DIRECTED BY THE TOWN OF SOUTH WINDSOR. EMBED BOTTOM OF FIL7ER FABRIC 4" PVC FOUNDATION DRAIN w PROPOSED WATER LATERAL FLOW 4" X 6" P.V.C. INCREASER COUPLING THE DRIVEWAY AND SHOULDERS SHOULD BE STABILIZED WITH COMPACETD AGGREGATE OR GRAVEL AS SOON AS 100 EXISTING GRADE, TYP. 6" P.V.C. PIPE TO OU77ET 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 WITH SEDIMENT BARRIERS. IF SOIL STOCKPILES ARE TO REMAIN FOR AN EXTENDED F PROPOSED FOUNDATION DRAIN OUTLET =I TIME (MORE THAN 30 DAYS), THEY SHALL BE SEEDED /N ACCORDANCE WITH THE "TEMPORARY SEEDING" PROPOSED STREET TREES ROOF,IF00 TING DRAIN LATERAL REQUIREMENTS OF THE CGSESC. 0N_O_T TO SCALE ALL DISTRUBED AREAS WHICH ARE TO BE STABILIZED WITH VEGETATIVE COVER SHALL BE TOPSOILED WI7H A MINIMUM �$ PROPOSED IRON PIN EMBED STAKE 12" MIN. I 1 OF 4" OF LOAM, FERTILIZED, SEEDED AND MULCHED (OR SODDED) IN ACCORDANCE WITH THE REQUIREMENTS OF THE CGSESC. ��— PROPOSED MONUMENT SED/MEN T BARRIER SEED MIXTURES USED FOR LAWN AREAS SHALL BE NUMBER 1, 19, 20 OR 21 FROM THE CGSESC OR AS APPROVED NOT TO SCALE ——\ PROPOSED SEDIMENT BARRIER BY THE TOWN OF SOUTH WINDSOR. SA PROPOSED SOIL STOCKPILE AREA ADEQUATE EROSION AND SEDIMENTATION CONTROLS SHALL BE INSTALLED AS REQUIRED OR AS DIRECTED BY THE p TOWN OF SOUTH WINDSOR DURING CONSTRUCTION OF UNDERGROUND UTILITY SERVICES (WATER, SEWER, GAS, ELEC., CR TELE, ETC.). =71 PROPOSED CONSTRUCTION ENTRANCE v THE CONTRACTOR SHALL PROVIDE A METAL WASTE CONTAINER FOR DISPOSAL OF CONSTRUCT70N DEBRIS. TOP FND. PROPOSED TOP OF FOUNDA7ON ELEVA7ON THE CONTRACTOR SHALL SUPPLY PORTABLE (OR OTHER ACCEPTABLE) SANITARY FACILITIES FOR USE BY BSMT. FLR. PROPOSED BASEMENT FLOOR ELEVATION CONSTRUCTION GAR. FLR. PROPOSED GARAGE FLOOR ELEVA7ON INSPECT70N BY THE TOWN OF SOUTH WINDSOR STAFF IS REQUIRED PRIOR TO THE ISSUANCE OF A CER77FICATE OF OCCUPANCY. THE INSPEC77NN EVALUATES COMPLIANCE TO THE APPROVED PERMIT PLOT PLAN AND PERMANENT SITE T$ 77SBURY SILT LOAM \� DROP M1.1 STABILIZATION. THE BUILDER SHALL CONTACT THE TOWN OF SOUTH WINDSOR AS DIRECTED FOR INSPECTIONS. TF 325 6B CS CHESHIRE FINE SANDY LOAM 1,Vv 319.04(NW) / A FINAL AS-BUILT PLAN IS REQUIRED PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY, THE PLAN SHALL INv 312 09(NE) _` INCLUDE ALL INFORMATION AS REQUIRED AND DIRECTED BY THE TOWN OF SOUTH WINDSOR, INCLUDING BUT NOT R=175.00� y LIMITED TO. HOUSE LOCA77ON & ELEVATIONS, UTILITIES, DRIVEWAY AND GRADING. =184.24' `y WC WALPOLE LOAM v 10=60=19'-15� \� s L �\ LIMIT OF WETLANDS \ /5 ` / s RR-200.00' L 10.56' / la=f30=19'-15 LIMIT OF WETLANDS BUFFER s\ 5 •\ I sue. �J 25' WIDE SIGHT LINE EASEMENT IN �F7 .. s \ 15 / PROPOSED 70' WIDE EASEMENT IN FAVOR OF THE •••••••••• UPLAND SOIL TYPE LIMIT FAVOR OF LOT 47 '1'F CONNECTICUT LIGHT AND POWER COMPANY rG 324.74 320.04 �C, N , \ N 10' WIDE STREET TREE EASEMENT IN FAVOR \ I \ OF THE TOWN OF SOUTH MNDSOR \ a �A O � owo �` o. \ 51.01 O, �k \ 0 \ \� V) PROPOSED HOUSE �\ / \ INV=312.97t / 5 a TOP FDN.= 32 9 0 � 7 v GAR. FLR.= 326..5 N Q , M s BSMT. FLR.=321.5 9 W� oSUH y o Q O \ 5 ' 7F. 322.89 0� O INV 311.25 A=21,056 S.F. 0 \\ 51.00 ' 0.4834 AC. 6�, 319.5 I FL=318.721 o N / I• FL • a C.B. 22O TG. 8 FL. wO 31814 /� 2 3a.za1p3.� 00"w NP�CN° e_ 0 /y a \ PROPERTY ADDRESS'� 5 ' 6 � 181 TALCOTT RIDGE ROAD REFERENCE IS MADE TO MAPS TITLED: ° �D o° ° a N83=-26 5»W I-,' /o �0'�� ° "CHASE ORCHARDS OPEN SPACE SUBDIVISION, DEVELOPED BY CHASE ASSOCIATES", SHEETS 1 FL=319.88t ° ° ____� nl aPJc o 8� I RR - OPEN SPACE THROUGH 27 OF 27 SHEETS, MAP NUMBERS A-97-39-1, Ki, K2, Sl, S2, S3, S4, S5, S6, Tf, T2, T3, ° / PROPERTY ZONE: 8 _PV n T4, T5, Cl, C2, C3, C4, C5, C6, C7, C8, D1, D2, D3, Al AND A2, DATED 11110197, REVISED N83_2B-05"W 151.75' �iRa D� --D 25.0 / L=11.19 I LOT OWNER. THROUGH 5127198, BY ENGITEK - LUCHS, GLASTONBURY, CT. 10' WIDE DRAINAGE EASEMENT 200.00' LOT �� o iN / Ia=03-12'-18" JOHN DORAN THIS SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THROUGH IN FAVOR OF LOT 44�45 46 TAL l 23.25 - 20-300b-20 OF THE REGULAT70NS OF CONNECTICUT STATE AGENCIES MINIMUM STANDARDS FOR I CHASE ASSOCIATES ASSOCIATION � 15.06), 10 2033 ELLINGTON ROAD SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT OPEN SPACE FL=31s.i1f 00' L=15.67' 3 SOUTH WINDSOR, CT 06074 ASSOCIATION OF LAND SURVEYORS, INC. CONSERVA170N EASEMENTi � � ° H 1a=04=29'-18�" (860) 648-2006 ENGINEER/SURVEYOR. THE TYPE OF SURVEY PERFORMED IS A LIMITED PROPERTY/BOUNDARY, ZONING LOCAT70N SURVEY. 25' WIDE SIGHT LINE EASEMENT IN I ' l I I � ROBERT JOHNSTON, PE FAVOR OF LOTS 46 & 48 L=20.41' THE BOUNDARY DETERMINA77ON CATEGORY IS DEPENDENT RESURVEY. / DAMES W. DUTTON, LS I ° y O 1a=05'-50'-4 INC. �" ENGITEK, NC. THIS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. �5 67 EASTERN BOULEVARD GLASTONBURY, CT 06033 (860)-633-9401 THIS SURVEY CONFORMS TO VERTICAL ACCURACY CLASS V-2. l N EASEMENT l � `O I � - THIS SURVEY CONFORMS TO TOPOGRAPHIC ACCURACY CLASS T-D. 25' WIDE SIGHT LINE E SE E / THIS MAP WAS PREPARED FOR THE PURPOSE OF ZONING COMPLIANCE DE7ERMINATION. FAVOR OF LOTS 47 & 48 / " / PL 0 T PLAN REVISED: 5/11/99 HOUSE CHANGE / I ENGI TEKj INC. NO Z �1t����dEd7fl�•�� &••EX/ST RELAT7NG TO THE PROPOSED HOUS (,()CAT/ON OR SIZE. I ,��, ,� D ,OP, � / LOT 4 7 CHASE ORCHARDS EN6GfZ`F,?S,SURYFY&,fS&EHVG?ONfffffrfl CONSULT/LYTS "TL``lI `� ••••� `ND BELIEF, THIS MAP IS SUBS p�QtLPs�,( FIn 67 EASTERN BDULEI/ARD, GLASTONBURY, CON VT 06033 OTED HEREON" PREPARED FOR PHONE.•/860/633-940,7 FAX-/860/6,73 8851 77S�AAA I VALiD NLESS I T BEARS 774E LIVE S/ UAil HE UNDERSIGNED CHASE ASSOCIA TES A -97-39-476 t- TA SCALE/NFEET N .7007� ;. 40' 20' O 20' 40' SOUTH WINDSOR, CONNECTICUT SCALE. 1"=20' DATE. 4/27198 SHEET.• 1 OF. 1 074 si _ ml r •r zluaaa>:n TOTAL SIGHT LINE LOT 46 6eac R=200.00' • L=103.60' S 83-26'-05" \\ la=29-40'-45" t STREET L/NE E 53 50' CONC, I tf� C=102.45 ? E 29r24' CB=S68-35-431E -�24Z6 N A o i N83'-26-05"yV \`.\. ��� W8', .- 1. fir, '' n94*...w aq obeclsi 6XCGbrOUs Aso _ --` "26=05 315'' �- �"�•`�`\ ���� EXISTING 25' WIDE SIGHT LINE V `,�,�,� s R=190.00 `\ EASEMENT IN FAVOR OF LOT 47 �'"�""�� •� `a �� COW�M 10=11-21-02" ft\ �`� ``� TOTAL SIGHT LINE C=37.58'N17-54'-57"E LOT 47 *-CB=N77-4s!',J4'W 5.00' R�f 59�8, \ ���� o� R=200.00' Sp' `� 1a=18=19=43" L=210r 56', " Y hOs` I0=60=19-15 C=58.93 �►�p'. ` o C=200.97' C8=V S5-11"W \ CB=S23�35'-43"E Bit. DRIVE -�•�_-, � , � � R=175.DO �°° `� � ,, 110=29--40'�4go EXISTING HOUSE \ PROPOSED REVISED SIGHT LINE o \,/ EASEMENT AREA (DOTTED AREA) R=175.00' / \ o v L=184.24'—/ \� 0 10=60=19'-15" � SST n45 VC1 3035'-43"W LINE EASEMENT TOTAL BIT. DRIVE 47) PROPOSED LIMIT OF SIGHT LINE EASEMENT(S), TYPICAL AREA=21,060 SF =0.4834 AC v \ EXISTING 25' WIDE SIGHT LINE EASEMENT IN FAVOR OF LOT 46 AND 48 C EXISTING HOUSE EXISTING REQUIRED SIGHT UNE, TYPICAL J , ,l1 _ ti v —6 -� �-A� A=21,056 S.F. =0.4834 AC.Q S82�00=0D"E o ' _,184 j7' I 1' 0 59.200'` h� N82�00_0p�y -,"= - - 59 53 50' Off-• Y 5 � / N 79' 50' 00" {y o 1,5t.75' 1 FAVOR OFR INAGE 44 &EASEMENT IN Ng3_26_05"W 20,00' LOT TOTAL �,O /' L=11.;9' ' la=03=12'-18" 2,325,ASSOCIATION O f \ OPEN SPACE 25' WIDE CONSERVATION EASEMENT IN FAVOR 1000, ' OF THE TOWN OF SOUTH WINDSOR 10' WIDE DRAINAGE- EASEMENT IN �10.0p' , 1a p4t-29•_18" FAVOR OF LOTS 44, 45 & 46 / + / 25' WIDE CONSERVATION EASEMENT /N FAVOR OF THE RL 150.71' // 1\\ L=20.41' TOWN OF SOUTH W/NDSOR ASSOCIATION 10=16•-36'-06" f �' 1 + 1C=05=50'-48" OPEN SPACE I / Oy' 0 5A' 44.16' / o+ T V\ TOTAL SIGHT LINE N 1 20 0 3 83.26' 05" E 265.00' T50 / `+ RP 200.00 �3 EN SPA CE f94. OTAL / L-50.54' � 2 5 p+ R�. 10• S�` 90' - _�~�`""`►..�.'`"'�,-�.�,..,..,� r/ o� ,`\ CS=S13'-48'-15'W 8 33' 7.27' + -- 7. 1Q 34' / R=175.00' L=118.86' S / 1o=38' 54' 59" / o / 9 EXISTING SIGHT LINE EASEMENT =0.5015 S.F.. R=183.00' �i / IN FAVOR OF LOTS 47 & 48 =0.5015 AC. \ BIT oRlvF L=82.23' / / / (TO REMAIN)l0=25 C=81.54' CB=N35=1T-40"E EXIS71NG 25' SIGHT LINE EASEMENT / / / IN FAVOR OF LOT 49 s / / 2 \ EXIS77NG HOUSE / oj• �'' / ��/ / / T OTA48 SIGHT LINE 49 \ R=200.00' L=143.26' Io=41' 02' 26" C=95.08' CB=S34--47'-37'W N / / L=4Z26' / to=13=32'-20" REFERENCE IS MADE TO MAPS TITLED. "CHASE ORCHARDS, SUBDIVISION MAP. PREPARED FOR CHASE ASSOCIATES, SOUTH WINDSOR, Oyu CONNEC77CUT", SCALE 1"=40; DATED 11110197, REVISED THROUGH 07127199, MAP NUMBER EX/S77NG GAS EASEMENT A-97-39-S5, BY ENGI7EK - LUCHS, GLASTONBURY, CT. \_ IN FAVOR OF LOT 48 'AS-BUILT PLOT PLAN, LOT 48 CHASE ORCHARDS, PREPARED FOR CHASE ASSOCIATES, SOU77-1 WINOSOR, CONNEC77CUT, SCALE 1"=20, DATED 11119199, REVISED 11122199, MAP A-37-39-48AB, BY ENGREK, INC, GLASTONBURY, CT. 10' WIDE STREET TREE EASEMENT T IN FAVOR j OF THE TOWN OF SOUTH W/NDSOR s�THIS SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH SEC77ONS 20-300b-1 THROUGH `w — o_ / Q 0' YJ 20-300b-20 OF THE REGULATIONS OF CONNEC77CUT STATE AGENCIES "MINIMUM STANDARDS FOR N� rn pO k0 ` OOr SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY 774E CONNEC77CUT 0 \ w A ASSOCIATION OF LAND SURVEYORS, INC. EXIS77NG 70' WIDE EASEMENT IN FAVOR OF 62 CONNECTICUT LIGHT AND POWER COMPANY /'moo � S 1 THE TYPE OF SURVEY PERFORMED IS A LIMI7ED PROPERTY/BOUNDARY, EASEMENT MAP. THE BOUNDARY DE 7ERMINA 77ON CATEGORY IS DEPENDENT RESURVEY. C}+ MAP / �- / O EASEMENT MI-"1! This document is an instrument of professional service, and shall not be used, in whote THIS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. or in part, for any project other than for which it was created without the express, / �0 RECISION TO SIGHT LINE EASEMENTS written consent of hall beK, INC. My unauthorized use, reuse, mor le aloe or conversion of this document shall be of the user's sots risk without liability or Legol exposure to THIS MAP�� ff116AF ED FOR 774E PURPOSE OF EASEMENT REVISION. / '` £NCI)EK INC. O 2000 - fN,., INC. ' LOTS 46 47 AND 48 0 N �iif "TO S4;t 3 0 •, ��ZIEF, WS MAP /S SUBS TAN77ALL Y CORRECT AS NOTED HEREON" ENGITEX INC. THIf&40_*S �T�/ SS IT BEARS THE LM S/GNA77JRE AND SEAL OF THE UNDERSIGNED , ' CHASE ORCHARDS SUBDIVISION ENGINEERS,SURVEYORS&ENVIRONMENTALCONSIATANI$ SUN rwq'0 ; / 67 EASTERN BOULEVARD, GLASTONBURY, CONNECTICUT 06033 o- '� PREPARED FOR PHONE.(8601-633-9401 FAX:(860)-633-8851 SCALE IN FEET.70J74— , • C. MERCIER ET. AL. PLAN NO. A'00 036'EIVI T JAA 4 4t7' 20' 0 20' 40' TALLCOTT RIDGE ROAD SOUTH WNDSOR, CONNECT70UT .,� SCALE: 1"=20' DATE•.•0312012000 SHEET 1 OF 1