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HomeMy WebLinkAbout118 JOSEPH LN DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT PERMIT# Application is hereby: TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT APPRO D 1540 SULLIVAN AVENUE Bldg.Permit# is 2�`^ 644-2511 ext. 230 D� Date Buildin for Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$13.00 F;TFenant Street Lot No. Over$1,000= $13.00 per$1,000 or any fraction thereof ation Apt.No. APPLICANT T"C C, Ale CO• : C I APPLICANT ADDRESS l�/ / Ute, 5e-- Z</:4z: / oe a APPLICANT PHONE# ©O —' O* N S F-4 OWNER jo- 1 / o! �7 2� _ L OWNER ADDRESS / / �l Stdi A �7 < Iy OWNER PHONE C! ESTIMATED COST$ f C7 4 ic, —r IS THIS A CONTRACT COST? K Yes G No G FEE ENCLOSED$ TYPE OF JOB: *111 y� l�SOR-C�� slew Installation O Alteration/Addition/Repair Revised 8/99 APPLICATION FOR PLUMBING PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A RESIDENTIAL BUILDING PERMIT APPLICATION? ❑YES O ❑BUSINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY ❑MERCANTILE FUTURE USE AND OCCUPANCY ❑ EDUCATIONAL ❑ INSTITUTIONAL ENGINEER'S NAME PHONE ❑FACTORY ❑ STORAGE ADDRESS ❑GARAGE ❑MIXED USE CITY STATE ZIP TYPE OF INSTALLATION SIZE OF MAIN DRAIN NO.OF TOILETS STYLE NO.URINALS STYLE NO.OF BATHTUBS NO.OF SHOWERS NO.OF LAVATORIES NO.OF CONDUCTORS SIZE NO.OF STACKS SIZE AREA OF ROOF NO.OF CATCH BASINS NO.OF FLOOR DRAINS NO.OF OTHER FIXTURES KIND ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY A WINDOW ❑YES ❑NO SIZE OF WINDOW IF NONE C.F.M.OF VENTILATOR SIZE OF DUCTS SEWER OR SEPTIC TANK SIZE OF WATER MAIN SIZE OF WATER PIPING&RISER WATER HEATER: TYPE MANUFACTURER DESCRIPTION OF WORK 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. CONTRACTORS LICENSE N J TYPE `STATE SIGNATURE OF APPLICANT fL r✓^ DATE y'��1�U� Electric it 1`I 4d APPLICATION FOR BUILDING PERMIT Plumbing# 118 JOSEPH LANE Date: e, 14VAC # Sprinkler# 31780 FINAL APPROVALS -- —_ - -- -- - ---- -- Estimated Cost $ Building Permit Fee $ Engineering COMPLETE RED BOXED AREAS I Occupancy Fee $ /0,0c Affidavit g TYPE OR PRINT ONLY Eng. Insp. Fee $ A ► SIGN ON REVERSE SIDE Ppr. for CO. --- --- - - - -- -- - - - 1 ' Total Fee $ A A l�1- TO THE BUILDING DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant_MA ylhu v i�Ao 11,J I&XV-1 $A+�-- Location of Work_ //y ' _s Ir P Ok LAQ'F Lot No. h_,t Applicant's Addressl l b E:L L4 eJ W1 1-i Ind Tel.# $bQ d49-7 os Town S, W► N­j IA , C,i_ Zip -0b,,7 4— Lic.# ( O& Owner D'4. 6- Pir A&AL Architect yVd *jV 10 Owner's Address Architect's Address P-u nJx 44QQ IMvns"-w-, CT-, 060 4 Zip t"]7,-1 Tlnn,T �I,,, C j Zip 0 ba4� Sq. Ft. New Area: 1 st FI. 2nd FI. 7f c 3rd FI. Total New Area 3 aLcu -T Purpose of this permit 1 r City Water' Well❑ Septic System❑ SeweAe Ins: HO SP Cert. Area Basement Chs Garage 7 A S Approved by Date Use Group Construction Type Revised 6102 I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the proper distance from all street lines,side yard lines,and required distances from all other zones and is located in who this building and its use is allowed. f V) W Yl ce'A. -- (1. Signed -fA Q.tc� I hereby apply for a Certificate of Occupancy for the work described in this application for the permit. / Signed pl'(c. DO NO WRITE BELO THIS LINE INSPECTION COMMENTS Inspection / Approval Date By Appl Code Description Due Whom Code Comment ------------------------------------------------------------------------------- **-31780-B 160,000 B01 FOOTING 07/06/05 CJD A B02 FOUNDATION 07/12/05 JFF A WITH MARK WATERPROOFING OK INTER IOR FOOTING D DRAINS TO BE INSTALLED B05 FIREPLACE/CHIMNEY 08/25/05 JFF A WITH CONTRACTOR P02 UNDERGROUND 08/26/05 JFF A WITH CONTRACTOR P03 ROUGH 09/21/05 PJP A AIR TEST DWV WITH STATE LINE B03 FRAMING (ROUGH) 10/06/05 PJP D ROOF FRAME NG,CONNECT CJ&RAFT,BR ACE KNEE WALL ADD CATS TO OUTSIDE WALLS,BATHFA N LENGTH? E03 ROUGH 10/06/05 PJP A FIRECAULK P03 ROUGH 10/06/05 PJP D NAILPLATES,FIRECAULKING,HALLWAY, 1FLR BATH H03 ROUGH 10/06/05 PJP D DRAFTSTOP DUCT CHASE E01 SERVICE 10/06/05 PJP A B04 INSULATION 10/12/05 CJD A PO4 GAS TEST 11/16/05 PJP A PRESSURE TEST B10 FINAL 12/15/05 PJP D W/MARK,PARGE FIREBOX,D/W AND 2DI SPOSAL ONE 20 AMP CIRCUIT NO GOOD.MAST BATH NE ED PERMIT **-12715-H 8,000 **-12055-P 7,500 Inspection / Approval Date By Appl Code Description Due Whom Code Comment ------------------------------------------------------------------------------- **-19880-E 5,800 �,. Location of Job: AFFIDAVIT Additional Fee S 210 . 0 0 State of Connecticut) ss.South Windsor County of Hartford `�% //f Owner I a - h��//�fit) of LX� Z ' fo the building erected Vmtraftor under Permit No. 31 7 R 0—R issued by the Building Department of the Town of South Windsor being duly sworn,make oath and say that the actual cost of the completed work authorized under said permi was Signedf; Subscribed and sworn to before me this day of A 20_ Estimated Cost S. 1 Difference: S. 13, 541 Notary Public Inspection / Approval Date By Appl Code Description Due Whom Code Comment ------------------------------------------------------------------------------- **-31780-B 160,000 B01 FOOTING 07/06/05 CJD A B02 FOUNDATION 07/12/05 JFF A WITH MARK WATERPROOFING OK INTERIOR FOOTING D DRAINS TO BE INSTALLED B05 FIREPLACE/CHIMNEY 08/25/05 JFF A WITH CONTRACTOR P02 UNDERGROUND 08/26/05 JFF A WITH CONTRACTOR P03 ROUGH 09/21/05 PJP A AIR TEST DWV WITH STATE LINE B03 FRAMING (ROUGH) 10/06/05 PJP D ROOF FRAME NG,CONNECT CJ&RAFT,BRACE KNEE WALL ADD CATS TO OUTSIDE WALLS,BATHFAN LENGTH? E03 ROUGH 10/06/05 PJP A FIRECAULK P03 ROUGH 10/06/05 PJP D NAILPLATES,FIRECAULKING,HALLWAY,IFLR BATH H03 ROUGH 10/06/05 PJP D DRAFTSTOP DUCT CHASE E01 SERVICE 10/06/05 PJP A B04 INSULATION 10/12/05 CJD A PO4 GAS TEST 11/16/05 PJP A PRESSURE TEST **-12715-H 8,000 **-12055-P 7,500 **-19880-E 5,800 Total Est Value 181,300 1 Dwelling 3,200 160,800 00 Basement 1,500 22,500 00 Garage 728 10,920 00 Smoke Det 7 525 00 BOCA Value 194,841 00 Difference 13,541 00 `�`U i RECEIVED JUL 0 1 2005 SITE COMPLIANCE CHECKLIST TOWN of SOUTH WINDSOR, CONNECTICUT I t 6 HJOSEPHOR P LANE LONG DEPT. LOT_#�p Reviewed By (En ineering) MANNARINO BUILDERS INC. Date ReviewedIMING o� ' rove Denied 1169 ELLINGTON ROAD,SOUTH WINDSOR,CT_ Reviewed By Planning) BP # 31780 Ph_# (860)289-7055 Date Reviewed T r prov /Denied Date Submitted 06/30/05 ***** FOR BU PERMIT ***** 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 —1� a. Subdivision reference, abutting properties, etc ✓ b. Easements of record c Lot description, bearings, building lines, distances, area, etc. d. Contours, existing & proposed, 1 or 2 ft. interval where appropriate ✓ e. Building location with dimensions Elevations of proposed finish floor, garage floor & centerline of road at driveway f Elevations of gravity drainage systems, sanitary & foundation drain at the house and the street V g. Tentative utility location (gas, water, electric, septic system, etc ) h. Title block with name and address of preparer, date, appropriate certification, live seal and live signature consistent with the Board of Registration requirements (P.E & L.S ) 5 Sedimentation and erosion control 6. Special Planning & Zoning, Inland/Wetlands considerations (Plans on file w/Town Clerk) COMMENTS SITE COMPLIANCE CHECKLIST TOWN of SOUTH WINDSOR, CONNECTICUT 118 JOSEPH LANE, LOT_# 6 Reviewed By (Engineering) MANNARINO BUILDERS INC Date Reviewed lilt c /Denied 1169 ELLINGTON ROAD,SOUTH WINDSOR,CT_ Reviewed By (Planning) BP_#_31780_ Ph_# (860)289-7055 Date Reviewed / o Approv /Denied Date Submitted 00/00/00 ***** FOR C of 0 **** As required in the Zoning and/or Subdivison Regulations, no Certificate of Occupancy shall be issued until grading plans have been complied with and approved by the Town Engineer. The minimum requirements shall include: Approved Denied N/A V 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; a. sanitary sewer/septic system b. foundation drain c electrical & telephone d. water e. oar 5 Sewer connection charge paid 6 Appropriate certification 7 Bonding t/ 8 Planning & Zoning/ Inland Wetlands Considerations A. Lighting B Signage Freestanding Wall C Fee in lieu of Open Space Sewer Permit No. Pav Exc # COMMENTS ►L�v�st5'13w,1� i.,; 1 Coh�D�nf'� Status S et � .� S O DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT f PROVED 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 Date Building Inspector Application must be printed or typed FEE SCHEDULE Lo tion of Job: C \1 $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT APPLICANT ADDRESS APPLICANT HONE# OWN S£ OWNER I q� OWNER ADDRESS Oo OWNER PHONE U ✓ C ESTIMATED COST$ b �.� IS THIS A CONTRACT COST? Yes _No o . . ,^ FEE ENCLOSED$ TYPE OF JOB: SOR•CO New Installation _Alteration/Addition/Repair Revised 4/01//2002 APPLICATION FOR PLUMBING PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A RESIDENTIAL BUILDING PERMIT APPLICATION? ❑ YES ❑NO U BUSINESS CURRENT USE AND OCCUPANCY IV e Gt/ G,::Jk l ❑ASSEMBLY ❑MERCANTILE FUTURE USE AND OCCUPANCY ❑EDUCATIONAL ❑INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE ❑STORAGE ❑GARAGE ADDRESS ❑MIXED USE (Other please specify) CITY STATE ZIP TYPE OF INSTALLATION SIZE OF MAIN DRAIN NO.OF TOILETS STYLE ti r✓K NO.URINALS G STYLE NO.OF BATHTUBS NO.OF SHOWERS NO.OF LAVATORIES NO.OF CONDUCTORS_� SIZE Z y NO.OF STACKS SIZE 3 y AREA OF ROOF NO.OF CATCH BASINS NO.OF FLOOR DRAINS NO.OF OTHER FIXTURES KIND ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY A WINDOW ❑YES ❑NO SIZE OF WINDOW IF NONE C.F.M.OF VENTILATOR SIZE OF DUCTS SEWER OR SEPTIC TANK SIZE OF WATER MAIN SIZE OF WATER PIPING&RISER WATER HEATER: TYPE 7-r0A&&1 ejJ MANUFACTURER J—�e ' or DESCRIPTION OF WORK THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PEITORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. -aoc I S--I C- CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT DATE DEPARTMENT DECISION APPLICATION FOR HVAC PERMIT TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT �APP:RD� D 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 Date Building Inspector Application must be printed or typed FEE SCHEDULE Locatio of J $0-$1,000=$15.00 Street No. Slreet Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT 0. \ APPLICANT ZDRESC'R(�� C � V APPLIC PHONE# O W N S F,q OWNER OWNER ADDRESS a # F, OWNER PHONE �J C ESTIMATED COST$ IS THIS A CONTRACT COST? Yes _No FEE ENCLOSED$ O f��s . • O�� TYPE OF JOB: OR C New Installation Alteration/Addition/Repair Revi-;M 4/011/700? i APPLICATION FOR HVAC PERMIT (Continued from reverse side) TYPE F SYSTEM: TYPE OF BUILDING: HEATING O�RESIDENTIAL A/C ❑ COMMERCIAL ❑VENTILATION ❑INDUSTRIAL HEATING ❑ STEAM LOW PRESSURE LIMIT LBS. HIGH PRESSURE LIMIT LBS. ❑HYDRONIC ffWARM AIR ❑ UNIT RADIANT HEATER EXISTING RADIATION ADDITIONAL RADIATION TOTAL RADIATION DESIGN TEMP. OUTSIDE -/0 F INSIDE 6,r °F DIFFERENCE 7�°F TOTAL HEAT LOSS (BTUH) OF(HEAT LOSS SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL HEATING EQ I ME;iT(��UDUJG,V AI�EI ki MODEL NO.) GROSS HEATING CAPACITY(INPUT-BTUH) i -t'J NET RATING(OUTPUT-BTUH) /O TYPE OF FUEL ❑OIL--GPM OIL TANK LOCATION :❑ INSIDE❑OUTSIDE CAPACITY Cl GAS-INPUT LPG TANK CAPACITY ELECTRIC-KW AIR CONDITIONING DESIGN TEMP. OUTSIDE 9r OF INSIDE 7.f OF DIFFERENCE 2-0 OF TOTAL HEAT GAIN(BTUH) (HEAT GAIN SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL COOLING EQUIPMENT(INCLUDING MAKE&MODEL NO.) TONNAGE S COOLING CAPACITY(BTUH) �ddG 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 PERF(VANCE OF SUCH WORK. 3b C-T CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT DATE / f( LOGIC 1000 RESIDENTIAL LUAUS ANALYSIS CFM CHART FOR A 1,950 CFH ©LOWER -------------------------------------------w.--------------------------- ------- <-- IIEAT'ING --> <------- COOLING ----•--> TOTAL HEATING SENS TOTAL COOLING ROOM AREA LOSS AIR GAIN GAIN AIR NOS' ROOM NAME Sp FTC BT'UII CFM. I31rUti BTUII CFM ----------------------------------------------------------------------------- 1 DINING ROOM 206 11460 228 5364 6U43 205 2 KITCHEN 363 6669 132 2863 2999 102 3 NOOK 99 7524 149 3533 3986 135 4 FAMILY ROOM 428 20099 399 10385 11933 404 5 HALL & CLO 56 3458 69 727 922 31 6 BATH 28 733 15 122 122 4 7 FOYER 180 7093 141 3986 4376 148 8 LIVING ROOM I80 5915 118 2725 2977 101 9 M. BATH, CLOSET, WIC 306 4935 98 1914 2104 71� 10 M. BEDROOM 500 8163 162 6634 7565 256 11 UPPER FAMILY 387 3178 63 1341 1341 45 12 BEDROOM 13 230 4937 98 2256 2492 84 13 BATH 85 1557 31 684 742 25 14 BEDROOM 14 258 4494' 89 2792 3156 107 15 BEDROOM 12 210 4313 86 3558 4056 137 16 UPPER FOYER 208 3625 72 2538 2732 93 ----- ------- ----- --- ZONE 1 TOTALS 373U 98152 1950 51423 57547 1948 * NO WARRAHT'Y, EITHER EXPRESSED OR IMPLIED IS GIVEN WITH RESPECT TO THE ACCURACY OR SUFFICIENCY OF THE INFORMATION PROVIDED, AND THE USER MUST ASSUME ALL RISKS *AND RESPONSIBILITIES III CONNECTION WITH ITS USE THEREOF. DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT TOWN OF SOUTH WINDSOR PERMIT# Application is f a BUILDING DEPARTMENT 1 l PROVE • 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 Date Building Inspector Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 it No. Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT APPLICANT ADDRESSGf - C7vim/� &>�`✓;w� C6t 7i� APPLICANT PHONE# ���, ojel- 0* N Se- OWNER ryJ,�Q d1,e2L, X��7 Ae [I-14fl . OWNER ADDRESS / LZ aA19 �F 40 C/ _ 77 OWNER PHONE 7U C = ESTIMATED COST$ S�QQ x y IS THIS A CONTRACT COST? jYes _No !� a ,J� C� FEE ENCLOSED$ f'"S w O�� TYPE OF JOB: OR•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�T�A RESIDENTIAL C7 BUILDING PERMIT APPLICATION? YES El NO ❑BUSINESS I CURRENT USE AND OCCUPANCY Ale)A/G°- ❑ASSEMBLY O MERCANTILE❑EDUCATIONAL FUTURE USE AND OCCUPANCY �'�i✓�`C� J'� �G'//� ❑INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE ❑STORAGE U GARAGE ADDRESS ❑MIXED USE (Other please specify) CITY STATE ZIP TYPE OF INSTALLATION/WIRING METHOD AIM SIZE OF SERVICE SIZE OF MAIN CONDUCTORS Lf C1 NUMBER OF METERS NUMBER OF DISCONNECTS AND RATINGS NUMBER OF PANELS_� REMOTE DISCONNECT REQUIRED? ❑YES UI&O NUMBER OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS 0 NUMBER OF LIGHT FIXTURES?Z,�NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK /- THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT DATE �d Electric# o�-C� ��� APPLICATION FOR BUILDING PERMIT Plumbing# ' 118 Joseph Lane Date: S Id k4a HVAC # Sprinkler# 3 2 8 8 0 L�p Q.%V -- - - - 5- � FINAL R ------- � Estimated Cost $ j -- — ------ ---- ----- Permit Fee $� Building' COMPLETE RED BOXED AREAS Occupancy Fee $ !U En love TYPE OR PRINT ONLY Eng. Insp. Fee $ Affidavit for ► SIGN ON REVERSE SIDE- A r. for CO o ��`�-..•�— Total Fee $ TO THE U ING DEPARTMENT,TOWN OF SOUTH WINDSOR,CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant "Cl '0n 1 + 04 fi-" Xrx.Location of Work j-0J-cPh (-a, ►"`,- Lot No. Applicant's Address 5 3 NFL ,r� q-uc 0 Tel.# 6 Z 3 -9 f d'(. Town CAJT L,30d i-,,- I- Zip �,O Z4 Lic.# SO 3`f f 2- Owner__- ,1�h o � jgy-o �� kD" o Architect -- Owners Address_ I I F h (-Q ►^- Architect's Address — ,Spu.+VN LJOIUAnr- Cl- Zip CAL -7-( Zip Sq. Ft. New Area: 1st FI. 2nd FI. 3rd Fl. Total New Area Purpose of this permit 7�)o 61 l I fx,+vy 04 An &)Rv & a j i-e �S•^%% n Qo Z ' 4- 1lx ' 31 -� (o City Water Well❑ Septic System❑ Sewer[1--,� Ins: HO Cert. Area Basement Garage Approved by Date Cfb Use Group — Construction Type Revised W02 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 ail street lines,side yard lines,and required distances from all other zones and is located in which this building and its use is allowed. n Signed d YJ I hereby apply for a Certificate of O ancy for the work described in this application for the permit. Signed �i� �Up/4 /u DO N WRITE BELOW THIS LINE INSPECTION COMMENTS lot v' w^� tad✓•,-J— ' �`, L. �Z .-t e t Tr�oN Inspection / Approval Date By Appl Code Description Due Whom Code Comment ------------------------------------------------------------------------------- **-30048-B 59,000 B09 OTHER 10/19/06 MR A REINF AND BONDING OF STEEL (INGROUND POOL) PO4 GAS TEST 05/23/07 JFF A GAS AIR TEST B09 OTHER 07/16/08 JFF WITH OWNER AND FENCE CONTRACTOR PROGRESS INSTALLING FENCE B10 FINAL 09/09/08 JFF A WITH OWNER COMPLETED OR FOR COFO **-20554-E 1,900 . - i Revised 4/01//2002 DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT APPROVE,p 1540 SULLIVAN AVENUE 644-2511 ext. 230 Bldg. ,Permit '# �% 1 3 Date Buil ' or Application must be printed or typed FEE SCHEDULE Location of Job: FTentantDesignation '$0-$1,000=$15.00 Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Apt.No. APPLICANT APPLICANT ADDRESS J,�i fJ ef-? " Dl/off APPLICANT PHONE# kZO' SOW N SFq OWNER Z-1"e —127 OWNER ADDRESS / /� ✓�s�f'� L� OWNER PHONE C ESTIMATED COST$ � IS THIS A CONTRACT COST? _Yes _No FEE ENCLOSED$ ✓�� • iiJZ'' �/"�/� �- A TYPE OF JOB: SOR•CO�� New Installation Alteration/Addition/Repair APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED/WITH A JQ BUILDING PERMIT APPLICATION? YES 0 NO ❑RESIDENTIAL 0 BUSINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY ❑MERCANTILE FUTURE USE AND OCCUPANCY ❑EDUCATIONAL ❑INSTITUTIONAL 0 FACTORY ENGINEER'S NAME PHONE 0 STORAGE ❑GARAGE ADDRESS ❑MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHODly/��/mil SIZE OF SERVICE Zce�-4 SIZE OF MAIN CONDUCTORS NUMBER OF METERS NUMBER OF DISCONNECTS AND RATINGS NUMBER OF PANELS REMOTE DISCONNECT REQUIRED? ❑YES ❑NO NUMBER OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK /��'D1//1�t G✓//�i/�'� t ,t�U�vJ�/� FD/p C'l/iUe✓i%F �ur�L. C39 LTs 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. 71 CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT DATE SEP-21-06 10:44 AQUA POOL AND PATIO TEL:6602721033 P:01 Town of South Windsor r Building Department Location �Ci �h frt Y`�-� _ Building permit#-JAI SWIMMING POOL REQUIREMENTS,. This list Is not all inUusive.please refer to pool packet. * A 48" barrier shall be provided to protect pool access. Including a temporary fence for In ground pools prior to excavation a Access gates shad be self dosing and self latching(if less than 54'high the latch shall be on the pod side and be protected within I W of release mechanism- 0 Doors providing dared access to the pool area shall either have an alarm,a self closing self latching device 54"min.from floor or the pod shall be provided with a safety cover. 4 No receptacle within 10'of pod. (Except locking type.receptacle for pool equipment,must be at least b'1bm pod and GFCE protected). + AN metal parts of the pod structure fixed metal parts within S' of pool, pump motors etc, shag be bonded with a minimum 08 solid copper wine using proper bonding jugs. 4 Convenience GFCI receptade shall be provided between 10'and 20'from pod. %- Trench depth for 20 amp Max.GFCI protected dreuit to pod equipment shall be 12*deep minimum. 4- A surface pod alarm shall be Installed pursuant to Pubic Ad 99-140. 0 All Switivning pool pumps shall be provided with a limo clock. a Entrapment avoidance shall be In accordance wft the provisions of Section AG106. REQUIRED SWIMMING POOL INSPECTIONS: The following Is a Yst of Inspections that need to be performed prior to the continuation of wo& Request for Inspections can be made by call the Building Department at ti44-2511(a 24 hour notice required). 1. TRENCH,/AND BONDING- Electrical trench depth verification and bonding of pool and metal appurlena ncea Including metal relnf mkV for gunite pools and concrete decks. 2. FINAL. ELECTRICAL- Location of equipment and GFCI protection, pump timer and convenience outlet provided. 3. FI -Swtmml ng pod access protection must be In place before pool may be used. Each swknmIng pod Installation requires a Building and an Electrical permit. Addtdonai pem tts and Inspections may be required for pod dec a. I have read and understand the requirements C. Signature Date 2 J From:Evans Pires Leonard To:Fax Recipient Date:U3112006 Time:2:09:48 PM Page 1 of 1 ACORD. CERTIFICATE OF LIABILITY INSURANCE C$R ME DATEIMMIDDIYYYY) A UAP-1 09 01 06 PRODUCER THIS CERTIFICATE 13 ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Evans, Pires & Leonard HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 121 Roberts Street ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. East Hartford CT 06108 Phone:860-289-6816 Fax:860-291-8848 INSURERS AFFORDING COVERAGE NAIC9 INSURED WSt)11MA. CNA Insurance Companies MUHLHV: The Uartferd Insurance Group Aqua Pool 6 Patio, Inc, INSURER C- Aqua Pool 6 Patio Service Corp 5J Newberry Road INSURERD. East Windsor CT 06088 wslmhH h: COVERAGES I Hh VULICIhS Uh INSUKANCh Lt.;I hU ULLOW HAVE BhhN ISSUtU I U I Hh WSUHI:U NAMhU ABOVE 1,011 1 HI_PULICY I'hHIOU INUK:AI hU.NO I WI I HS IANUING ANY KLUUIKhMhN I.1 hKM UK CUNUI I ION Uh ANY CON I KAC I UK U I HLK VUCUMtN I WI I H Kh51'hC 1 I U WHICH I HIS CLH I o•I(:AI h MAY Bh 15SULD UK MAY PFRTAIN.THE IN URANCF AFFORr)Fn RY THE POI ICIFS r;F$CRIRFn HFRFIN IS%URJFCT TO At I THE TFRM$,FXCI USIONS ANn C,ONr1ITION$OF$I.ICH POLICICS.ACGRCGATC LIMITS SI IOWN MAY I IAVC DCCN rM)CCD DY PAID CLAIM& LTR INSR TYPE OF INSURANCE POLICY NUMBER DATE(MWDCVYY) DATE(MWDDIYY) LIMITS GENERALLIABILITY I-Arnorx.oRprNcr 31,000,000 nAMAGr TO RrNTrn $ X COMMERCIALGENERALLIA81LtTY 02 UUN QS9795 02/01/06 02/01/07 NHI:MISLS(La MOLW A) $ 300,000 CLAIMS MAUh I X I OCCUR MtU LAP(Any one rerron) $ 10,000 PrRSn" 8AnViwtIRY 31,000,000 CLNtKALACCKtCAIh $2,000,000 OFMIAOGRFGATFIIMITAPPIIF6PrA- PRO111.IGT$.COMPIOPAGG' $1,000,000 POLICY X I!ACC LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT A X ANY AIITO C700234317 02/01/06 02/01/07 IruUrai'k") $1,000,000 ALL OWNED AUTOS nnno Y IN.II IRY SCHhUULLVAUICI$ (HerPerion) $ X I IIRCO AI1TnS AMR Y INJURY X NONJOWNWAUIOS (I'ererxldeM ; 1'KUI'hK1YLIAMACh S tPa awwthkI) GARAGEUA61LI Y AU10 ONLY-hAACCIULNI 3 ANY AtITO O I HLK I HAN rA ACC S AUTO ONLY. AGG S EXCESWMEIRELLA LIABILITY EACH OCCUKHhNCh $ OCCUR I I CLAIMSMADC AGGRCCATC 3 3 nFnUCTIRI F 3 RETENTION S S WORKERS COMPENSATION AND III 1TATU TURY LIMITS X ER A EMPLOYER$'LUBIUTY WCC500234237 02/01/06 02/01/07 rl I-ACIIACCInrNT $1,000,000 ANY PRUPRIETURIPARTNERRXECUTIVE 0FFIrrRMYIAnrR rxci tlnrn7 E.L.DISEASE•EA ENLOYEE $1,000,000 K yrrY,.dv"1iUw W nIW $PF(:IAI PROVIRION$hrJmw FI rll$FlW^F.FOIIGYIOAT S 1 000 000 OTHER B Property Coverage 02 DUN QS9795 02/01/06 02/01/07 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS Re: John S Rim Libro, 118 Joseph Lane, South Windsor, CT 06074 CERTIFICATE HOLDER CANCELLATION $OVTHOI SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF.THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL Town of South Windsor IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR Attn: Building Department 1540 Sullivan Avenue REFRESENTATIN'M South Windsor CT 06074 AUTHORIZED REPRESENTATIVE Michael W. Evans ACORD 25.(2001108) 0 ACORD CORPORATION 1988 ling i STATE OF CONNECTICUT ♦ DEPARTMENT OF CONSUMER PROTECTION NO known that i vN, s `-AQUA POOL & PATIO INC }y ,. .. _ 53 NE BERRY RD W j ^k EN ? Cry'`A6088 o4� is certified by the Departt onsu� ection as a registered N. HOME IMP#OVEI KT CO'�TTRACTOR4 i� •3- �t � \,� — --•:� ��/����_ 1 w.�. ••'�. 'x� }, " �� [- trti3O � _ AQUA POOL&PATIO INC Effective: 12/01/2005s �' i�i �1 35r .,i! ro.a.y : ,zy�{" -' 3� k 44 Expiration: 11/30/2006 Edwin R Rodriguez,Commissioner I Ems NEW - Wet Institute W-A Series Pumps P Rugged • Efficient • Reliable • Durable • A high performance, high flow swimming pool pump combined with an "oversized" hair and lint strainer. W A series pumps are built for heavy duty use incorporating exclusive advanced design and corrosion proof features. • Available in sizes to fit every residential pool. * For more than 25 years, WET pumps have pumped billions of gallons of water in swimming pools throughout the world, quietly, efficiently, flawlessly. • Built to last. Built like it is our own because it is. a r ~k r `.J awl Ff * We Care Enough To Build It Better www.wet-institute.com WET W-A Series Bronze / i i 1 Brass / Pump/Strainer / PoolsSpas.. ig Energy Efficient • Quiet • Durable Bronze Volute & Impeller For Long Life • Exclusive Top or Side Discharge Mode[ HP mcL clamp -VA .x F«--9 T s _ WA-500: 1/2 WA-750 3/4 F I'�l� O ��I� WA-1000 1 -- a _t WA-1500 ,.:.1-1/2 A-- �- 5vi -� 2 Electrical requirements: 115/208-230 volt 60 cycles. 50 cycle and 2 speed also available. High performance energy efficient motor for long life and reduced energy cost. Shown here in optional Tan color /Bronze volute with unique side discharge option. Stainless steel clamps with E-Z single knob release. f See thru lid. Large capacity basket. Extends cleaning cycles. Locks in place to prevent float. E 2"inlet port. Adjustable clog resistant brass impeller assures continued operation regardless of conditions. 431 4•9l ppp- Backed by a limited 5 year warranty. See your WET Institute dealer for details. Manufactured for WET Institute by: WET Industries Capital LLC 3741 East Telegraph Road • Piru, California 93040 Toll Free: 800-524.5550 • Fax 805.521.1018 • Email: info@wet-institute.com part No.70-050-012 �/ J � Y�•n N, J i. � i L �t'�f. •�• - Csi S�'p`.dt fi,�,•7r��. ".4. , JO } ` IN 4,4OW r �' The first pool and spa heater so advanced it's simple. LX/LT Heaters Our exclusive digital controls provide S P E C I F I C A T I O N S Model "A" Height Depth VENT Shipping Heater more precision and less hassle. And inside the Width weight Weight incredibly reliable LX/LT heaters you'll find plenty of 250 28Y4' 307/8" 271re- 7.0" 237lbs. 170lbs. 400 34Y4" 307ie" 271/a' 9.0" 308lbs. 236lbs. features to warm up to: Meets all air quality emission standards(Low NOx) A v4 27e Fan-assisted controlled combustion for consistent efficiency e„4• e7W —up to 83% Corrosion resistant polymer headers for long term reliability Adjustable bypass for improved circulation and maximum flow Contemporary design to blend into any backyard landscape 0 0 Capable of automating pool-to-spa switching 3078 207/e' Y334' The LX control and user-friendly graphical interface is a key 1 element in your Aqua . RS `S° a,4114' —► e1? :�] 1/1' controlled pool/spa environment. The LT has a simplified dual POOL HEATER SIZING SPA HEATER SIZING electronic thermostat. Model Model Model Model 250 400 250 400 Temp. Wind Mph Wind Mph Spa Size Time to Heat Spa ii Diff. 3Yz 0 3Yz 0 (Gal.) 30'F(Minutes) LX Graphical User Interface (GUI) 15•F 1333 1778 213 2844 200 15 9 20'F 1000 1333 1600 2133 400 30 19 Both the LX and LT models 25'F 800 1067 1280 1707 600 45 28 include automation-ready 30'F 687 889 1067 1422 800 60 37 features to provide convenient 35•F 571 762 914 1219 1000 75 47 pool-to-spa switching. LT Temperature Controls HOW TO CHOOSE A SPA HEATER SIZE HOW TO CHOOSE A POOL HEATER SIZE Identify the number of gallons your spa holds. Decide the heat-up time desired, and note on the chart which First, determine the desired temperature difference by Laars LX/LT model is recommended. The chart indicates subtracting the coldest average air temperature when the the approximate time required to raise the spa pool will be in use from the desired pool water temperature 30•F.A model number 250 heater on a temperature. (Example: 85•F(desired pool water 600 gallon spa will take approximately 45 minutes to temperature)- 60`F(air temperature when pool is opened) raise temperature approximately 30`F(depending on = 25°F difference.]Then, using the Pool Heater Sizing chart wind, insulation, etc). to the right, select the appropriate heater model number. (Sizing chart based on 3-1/2 mph average wind and ,i average pool depth of 5-1/2 feet. Blue figuresALL JANDY h PRODUCTS W•, based on zero wind.) SEAMLESSLY TOGETHER — Please see your Jandy sales rep for Control System manages our complete line of more information. technologicallyadvanced products. Jandy Pumps 9 Filters e Laars Heaters - - .r. Controls 9 Lights a Water Purification Water Features 9 Cleaners 9 Accessories TN aPhOO Owal am P A T Sounds alarm if children or nets fall into your pool a MUST for every ................ Pool and Spa .J I i \1 �ASy�E, Tp USA -�.. • Exciting new concept in • Adjustable sensitivity pool safety • Floats on pool or spa surface • 9 volt battery operated with low . FCC approved battery indicator • • Quality constructed using latest Can be used with a solar cover RF technology • Installs in seconds, no tools • Corrosion resistant for long life - required s - • 2 year warranty Call 603-595-2500 for distributor nearest you. ANBURY ARKETING ORPORATION 105 Rte. 101A • Unit 8 •Amherst, NH 03031 Tel. 603-595-2500 • Fax 603-886-4939 PAT � The Number 1IF,hI 1;UO Choice For Pool and Spa s Safety Pool Alarm r t Remote Receiver No worry installation • Attractive four color package Pool Patrol Pool Alarm • Affordably priced with Remote Receiver • Huge consumer demand MODEL PA-30 Deluxe model with electronic solid state remote Pool Patrol Pool Alarm receiver. Alarm will sound both in your pool and in your house up to a distance of approximately 200 feet without Remote Receiver when properly installed. Remote receiver has on/off MODEL PA-20 switch with "on" indicator light. 120 volts, A.C. Battery powered. Uses one 9 volt alkaline battery Alarm in the pool is battery powered. Uses one 9 volt (battery not included). Packed one per carton, alkaline battery (battery not included). Packed one per weight approx. 2.7-lbs., 6 cartons per master, carton, weight approx. 3.5-lbs., 6 cartons per mater, weight approx. 16-lbs., 3.3 cubic feet. weight approx. 21-lbs., 3.3 cubic feet. Aqua Pool and Patio, Inc. 53 Newberry Road East Windsor, CT 06088 'ANBIURY 860.623.9886 ARKETING ORPORATION 105 Rte. 101A • Unit 8 • Amherst, NH 03031 •Tel. 603-595-2500 • Fax 603-886-4939 • , • 1111kW-Mstin (, Stin L 9i (/07�� ?7•'1�0?A'wG�tio�•; I/acwwrw 1�e��v1� Pin+ ��Z��� Stingl Products LLC PMB # 325 21010 Southbank Street Sterling,VA 20165 Telephone: (571) 434-6010 Fax: (571) 434-6013 888-749-5433 www.StingIProducts.com Triodyne Anti-Hair Snare Drain Cover c� Emergency Stop Button SI'%n J Remote Alarm Salary Vacuurp geGet SYsfe Stingl Main Drain Safety Screws tv x I< € - 'AQUA POOL& PATIO, INC.' 53 Newberry Road L. East Windsor, CT 06088 I Provides a Layer of Protection,Reducing Entrapment Risk Works on New or Existing Residential and Commercial Pools and Spas Easy Installation (No Pipes to Cut or Glue) Turns Off Pump in Milliseconds Upon Detecting Sudden 8 0 • Vacuum Change Works With Most Automatic Pool Cleaners 10 Interfaces With All Automated Control Systems Cost Effective ate•' tAe, "ion5iQ-5aa ( r I • Complies With ASME/ANSI 112.19.17 • Meets All Current Building Codes&Standards For New And Existing Pools. 0 Works On All Size Pumps %Rin n` 0 Integrates With Existing Timer Box (For Easy Retrofit) 24 Hour Fully Programmable Filter Cycle c� Freeze Protection Capability Low Vacuum Sensing (Prevents Cavitating or Running Dry, Eliminating Costly Equipment Failure) F. Power Backup (In The Event of Power Loss) �l Auxiliary Input for External Pump Control t� Fireman Switch Output (Connection For Gas Fired Heaters) This device has been designed to terminate pump operation in the cP 30 Minute Maintenance Cycle event of a potential body and limb entrapment. This unit is not designed to prevent evisceration. Stingl recommends additional layers c� Display Error Readout (Prevents Guessing During Troubleshooting) � of protection be employed. �i External Alarm (option) Wet Institute Moduf lter System Rugged • Efficient • Reliable • Durable Y • High efficiency cartridge filtration in a Ew compact system. Designed to make pool care and operation simple. • High quality deep pleated cartridges pro- vide the finest water clarity available in car- tridge filtration today. • Large capacity cartridge saves time and money with longer filter cycles between cleaning. '� INCET' -~ • Balanced flow design maximizes effective- ness of filter cartridges. • Pump mounted under the filter skirt virtu- ally eliminates noise. • Built to last. Built like it is our own because it is. We Care Enough To Build It Better www.wet-institute.com WE T Mo dufi i r Sys i Your Drinking Water Should Be Available in sizes to 400 sq. ft. to handle almost alt pool and spa applications. Systems are engineered and built for optimum efficiency and hydraulics. Internal air relief for safe operation. High flow air relief with pressure gauge.,- Deep pleated cartridges provide long cycles between cleaning. y FeN SSA� } 3• �... Modular cartridge assembly easily removes for cleaning or service. Heavy duty clamp with hand knob, means no tools required. INLET 'umps avail- Motor protected from elements ble with 2 provides longer life. �\ peed motors nd up to 2 H.P.� 7u - Insulated skirt reduces pump noise. — Vacuum/pump to waste option unique to cartridge filters. Adjustable feet to com- pensate for uneven 40 pads. Shown here in optional tan color 2"suction for efficient hydraulics., Pump is backed by a 5 year limited warranty.Filter is backed by a 20 year warranty.See your dealer for details. Manufactured for WET Institute by: WET Industries Capital LLC 3741 East Telegraph Road • Piru, California 93040 Toll Free: 800.524.5550 • Fax 805.521.1018 • Email: info@wet-institute.com Part No.70-050-009 NO TES - 1. AREA OF LOT 6 = 21,524 SQ.FT. = a494 ACRES 2. ZONE OF SUBJECT PARCEL IS "A-20'. MINIMUM YARD REQUIREMENTS: D� FRONT= 40 FEET �+ SIDE = 10 FEET N/F RICHARD K. S77?ONG ;' REAR = 40 FEET J. BOUNDARY INFORMATION TAKEN FROM PLANS EN777LED - M/RAF7 FABRIC FENCE JOSEPH LANE ESTATES SUBDIVISION PLAN PREPARED FOR MANNARINO BUILDERS, INC. o TO BE PLACED PRIOR TO CONSTRUCTION OF POOL JOSEPH LANE AND 585t NEVERS ROAD SOUTH NNDSOR, CONNEC77CUT SHEET 3 N 055654" E r i SCALE. 1 IN.=40 FT. DATE.- JANUARY 30, 2004 REVISION DATES 3-4-04, 4-7-04 911.7) 7 i 126.01 z ALFORD ASSOCIATE'S, INC. CIVIL ENGINEERS W/NDSOR, CONNECTICUT- '27 f),.3 4. APPLICANT MAP PREPARED BY.• 10' R.Y. (FOR HOUSE)_ O �- MANNARINO BUILDERS, INC. ALFORD ASSOCIATES, INC. FA SPA PROPOSED POOL C/o ROBERT MANNARINO 200 PIGEON HILL ROAD POOL PA770 ELEVA77ON = 210.0 1169 ELLINGTON ROAD P.O. BOX 484 '_11.37 d SOUTH WINDSOR, CONNEC77CUT 06074 WINDSOR, CONNEC77CUT 06095 211.o POOL 13.0' SPA PA770 ELEVA77ON = 211.0 TEL. # (860) 289-7055 TEL. # (860) 688-7288 I 2_1 n•.3 11 2 SURFACE WATER TO BE DIRECTED AWAY FROM THE POOL AREA 213.040' R.Y. (FOR HOUSE) -____ 5. ELEVA77ONS ARE BASED ON M.D.C. DATUM. REFER TO PLANS BY THE POOL COMPANY FOR 209..- 210 �7o EXACT DIMENSIONS OF THE POOL 6. NO ZONING WOLA77ONS WITH RESPECT TO LOCA77ON OF EXIS77NG FOUNDATION, AS SHOWN. 0 6 F 209.1 ^i NO ZONING WOLA77ONS WITH RESPECT TO LOCATION OF THE PROPOSED POOL, IF ERECTED AS SHOWN. j ATCHWAY 4.6' I r-� BAY WINDOW jV i 210.1 3,i N ti 7.5' Z i 0.0 2n9!0 I 208.E 7. EX/SANG HOUSE - EM 41 6' 208 .13 210.18 2'x6' CHIMNEY 12.3 v I,1 EXIS77NG HOUSE I o GARAGE FLOOR = 210.21 GM 11-10 os) b I^ FINISHED FLOOR = 211.1.91 ( Fp 11-1 20 3f BASEMENT FLOOR = 203.51 ^210.2,1 SAN. FL= 199.5-+ ?081` 15.8' rnco 00 I 2nn-83 0 6.9' t,1 o I 11.5' a I8. LEGEND - m s.s' 2�( 7.27EXIS77NG CONTOUR W I EXISTING HOUSE COVERED x 310.0 EX/S11NG SPOT GRADE BI TUMINOUS j 1 n. i`) STOOP W CONCRETE DRIVEWAY .48•3' nn . .,1 22.9' ' : 2 06.g 1 S 610 SA NI TARP St WER LATERAL 4 N BIT. CONC. FD F007ING DRAIN LINE (n I r aq 2'09 E; BRICK WALK ., e) DRIVEWAY I-` co CV CHECK VALVE IS REQUIRED ON F0077NG DRAIN LINE AT HOUSE 208_ cow I I- �' f �, ':'06.54 R=60.00' 0 o cn 320 7. o rc> L=3.80' I iy WATER SERVICE 2Q7'-) �.I1=� I 1 L= .80' 5" G GAS SERVICE 20.3 �9 2;15'.��8 T,E,TV TELEPHONE, ELECTRIC AND CABLE TV SERVICES 7F=203.1 R=55.00' MB FD FL= 199.4t m LIGHT AND POLE L=101.09' G Gv D=10578'25" GAS GA7E ® 204.36 , ;; ``'r 10' WIDE C.L.& P. CO. EASEMENT WATER GA7E S 063232" W 06.2 :` �.9 20259 AND STREET TREE EASEMENT O o CABLE TV BOX ' --- --------- --------------- 4' WIDE CONCRETE' WALK n 22.75 m C ELECTRIC MAN HOLE cn TF=90I 43 I Po CB #5 m TELEPHONE NANDHOLE m 0 7F=203. 7 I �� TF=202.1 JO E7Pf-+ LANE `-- z5--- ---�}----------------- ---- LIMB MAIL BOX _ WATER MAIN A l� O 3f0 PROPOSED CONTOUR O G I PROPOSED SPOT GRADE 3f0.0 n GRADE TO DRAIN SANITARY SEWER LATERAL FL= 194.2E SURFACE WATER IS TO BE DIRECTED AWAY FROM THE HOUSE AND GARAGE M/RAF7 FABRIC FENCE - TO BE PLACED PRIOR TO ANY CONSTRUCTION AND SANITARY SEWER LATERAL FROM HOUSE TO MAIN LINE SHALL REMAIN IN PLACE UN77L DISTURBED AREA IS STABILIZED 155'- 670 AT 3.49. 7EMPORARY CUL-DE-SAC B07H SIDES OF TEMPORARY CUL-DE-SAC REVERTS TO ABUTTING PROPERTY OWNERS WHEN STREET IS EXTENDED. PAVEMENT REMOVAL, GRADING, SEEDING, EXTENSION SIDEWALKSOF CONCRETE WORK INCIDENTAL TO REMOVING CUL-DE-SAC ARE REQUIRED UPON STREET EXTENSION (s)e*u ,(a)gnibIIud :s nslq 2ir13 r f nrTm f'i n 4 THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECT70NS 20-300b-1 7HROUGH 2O-300b-20 OF 7HE REGULA77ONS OF CONNEC77CUT STATE AGENCIES- "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN 7HE STATE OF CONNECT7CUT" AS ENDORSED BY THE CONNEC77CUT ASSOCIAT70N OF LAND SURVEYORS, INC.. IT IS A LIMITED PROPERTY/BOUNDARY SURVEY BASED ON A DEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND INTENDED TO BE USED FOR AN IMPROVEMENT LOCA77ON SURVEY. GRAPHIC SC40 0 ALE �eo�rrFrrCNN ��. • �O�pF r���s��... TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS go o 'er. 0 ""'• '• PREPARED FOR MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 9-20-06 REVISED POOL LOCA77ON & PROPOSED GRADING ����.0 M ,A L FOR'�j�! �', A L FO� • g � - JOHN AND KIM LIBRO L.S. NO. 9344 ( IN FEET ) 9-14-06 ADDED PROPOSED POOL AND CHANGED NAME IN 777LE BLOCK �*�� =�t;3 ;*� o e No. 9344 ®; IMPROVEMENT LOCATION SURVEY No. 9344 CIVIL ENGINEERS THE LOCATIONS OF UNDERGROUND UTILITIES ARE 7 21-0s ADDITIONAL AS-BUILT INFORMATION °•.��oF.<�ceNs�°..'�����o� <q-�;CENS�°•�'o�.�`�� JOSEPH LANE ESTA TES wINOSOR,c:avNECT1Cur APPROXIMATE AND ALL UTILITIES MAY NOT BE •. Fs E���p "o S U R ►•`� SHOWN. PRIOR TO CONSTRUCTION, CONTRACTOR 11-29-05 ADDED AS-BUILT HOUSE, U77LI77ES AND GRADES ��'���;;;�rrrdrr� ����oi,�urrrrrr • WILSON M.ALFORD,JR.,P.E.&L.S. SHALL CALL 1-800-922-4455 AND HAVE THE LOT 6 - UTILITIES MARKED ON THE GROUND. DATE REVISION NOT VALID WITHOUT A LI'SIGNATURE AND EMBOSSED SEAL 118 JOSEPH LANE SOUTH VYINDSOR, CONNECTICUT SCALE: 1 IN. = 40 FT. DATE: JUNE 22, 2005 D:M04040-06 P:M03101 FOLDER:MANNARINO FILE:MANNARINO-JOSEPH LANE u 21 'tuup South Windsor BUILDING DEPARTMENT to THE BUILDING DEPI- TUtvlq r ;�k fit l 'v11SU� This certified that this Wildf Bso cifications alterationsr to rb. copies o4 the proposed erected at Stree together with amendments stated �n application :�n filed with Plan and 1 agree to comply with all zoning Building and state laws and such .orders as shall b+ the Building Department during penddin PC6 issued by �%� of this application and final issuance of a buiQldin�n8/(�/� CrSJ b-r� Permit. Signed This plan its subject to the condition that , A orders an dinances regulating building shall be V complied Conditionally Approved These filed with Building Inspector 7ete CERTIFICATION OF TONING COMPLIANCE proposed building(s), uses) r n.'`'"r structure(s) as she ,rl on this plan apr; rr ) to by in Cora'r s " -. ,)-e with current regu. �;}_. Variances and s, c :.. .,�••�ns MY Date q i t Officer A4_r 0 ® RI.- DEPARTMENT OATf7: ,11; Q STEEL SCHEDULE: 3a�COPING .0 \/CD-ne%AI DCDAD lLZ fAG" mA 1 mi 19"4-1" rPHTFRC UATW AnnrnnNAI RFRARS FVFRY All IN I)FFP 11" 4-1" annin DC'A►e UJ YL..I\11%jr%L. 1♦LLJ/'ll\ tt.J %ft3 Vlrl.J WIN IL -1 v�r� r�r.v •.r rrr r.vr+I rrvr...... I.r,+,.1- -1-1- 1 - 11. .---' END OF POOL WHERE WATER DEPTH IS 5 FT. AND GREATER b) HORIZONTAL REBAR #3 (-Ye" DIA.) ON 12"f1" CENTERS WITH ADDITIONAL REBARS EVERY 6" IN TRANSITION AREA OF POOL, RUNNING PARALLEL TO LONG AXIS OF POOL. TILE 3b i 4 REBARS TO BE LEFT EXTENDED c) OVERLAP ALL BARS 15" MINIMUM !�2 POOL SHELL: FOR GROUNDING BY ELECTRICIAN. (3) #4 REBARS IN BEAM POOL SHELL TO BE GUNITE CONCRETE (PNEUMATICALLY APPLIED) 2500 PSI MIN. 28 DAY STRENGTH HORIZONTAL REBAR 1b OFINISH: 6" TO 8" GUNITE CONCRETE WALLS a) COPING — PRECAST CONCRETE, WHITE TO GRAY IN COLOR SET IN MORTAR MARBELITE 3c _ 2„ b) TILE — FROSTPROOF CERAMIC c) MARBELITE — A CONCRETE FINISH, WHITE CEMENT WITH WHITE SAND APPROX 34" TO 1h" THICK VERTICAL REBAR 1 a O4 PLUMBING: 5" TO 6" GUNITE CONCRETE FLOORS ALL UNDERGROUND PLUMBING TO BE POLYETHELENE NSF APPROVED 100 PS[ TEST OR PVC SCHEDULE 40. ABOVE GROUND TO BE COPPER OR PVC. Q EQUIPMENT: SEE DETAIL SHEETS ATTATCHED ®LIGHTS — 110V 250 WATT TYPI CAL WALL SECTION N.T.S. 07 TURNOVER — LESS THAN 8 HOURS DEEP END WATER DEPTH AS CALLED FOR IN CUSTOMER PRINT; NORMALLY SHALLOW END WATER 7'-6" MIN. IF THERE IS A DIVING BOARD, DEPTH AS CALLED FOR DEPTH TO MEE-T BOCA, NSPI AND IN CUSTOMER PRINT DIVING BOARD MANUFACTURER'S SPECIFICATIONS 3"t1" A DIMENSION TOP OF WALL Y 1" B DIMENSION , 1 CONDUIT TO THIS POINT BY AQUA, REMAINDER BY ELECTRICIAN PRESSURE WATER LINE �— GAUGE 12 MINIMUM OF ONE SKIMMER _ "� PER "0�0 SCE. FT. OF PVC & STI STEEL ice. 6 LIGHT NICHE SURFACE AREA RETURN LINE TO POOL 1112" / FILTER LINT STRAINER GUNITE CCNC. 2 2 t \ y SKIMMER SHELL R4'-6" MAX PUMP FILTER BACKWASH LINE TO SURFACE DRYWELL OR VIA SEPARATION �2 RETURN SUCTION 1 1A" TANK TO DRYWELL, SEWER, ETC FITTINGS (MIN.) LINE 2" 1�" NOTE: NO BACKWASH PIPING IS REQUIRED FOR CARTRIDGE FILTER WATER LENGTH 30'-34' 34'-38' 38'-42' 42'-44' MAIN DRAIN A DIM. 8' 10' 12' 14' f HYDROSTATIC PRESSURE RELIEF VALVE INSIDE B DIM, 10' 12' 14' 14' f MAIN DRAIN @TYPICAL PLUMBING SCHEMATIC N.T.S. CHECK VALVE E6iOR GATE VALVE N 0TE��: OA. SWIMMING POOL IS DESIGNED TO MEET 7HE 2003 I.R.C. (INTERNATIONAL RESIDENTIAL CODE) INCLUDING PRESSURE APPENDIX G FOR ONE & TWO FAMILY DWELLINGS GAUGE ALONG WITH THE 2004 CT. SUPPLEMENT. SEPARATION B. SWIMMING POOL IS DESIGNED TO MEET SECTION 421 OF TANK THE 1996 BOCA NATIONAL BUILDING CODE ALONG WITH 428.5.1 OF THE MASS. STATE BUILDING CODE. ROUTE WATER TO A C. SEE CUSTOMER PRINT FOR EQUIPMENT DETAILS TO POOL DRYWELL, SEWER, OR SURFACE STATE OF CONN, FILTER — — CONST. ##503482 — — — — —+' THIE:ESIGN&BRA\t'ING ARE THE PROPERTY OF: FROM STATE: OF MASS. � �g'�'V � �'✓� POOL #113981 � Ji I\G. PUMP 53 NEWBERRY RD. NOTE: WITH THIS SYSTEM NO WATER IS LOST SINCE IT IS EAST WINDSOR, CT 06088 RETURNED TO THE POOL. THE DIRT FROM THE FILTER nwrde TELEPHONE: 860-623-9886 IS TRAPPED IN THE SEPARATION TANK FILTER BAG cEp -� f P WHICH CAN BE EMPTIED INTO THE TRASH BARREL rl�40��``'s • � cGa q�®� FAX: 860-292-1033 SWIMMIN G- POOL @ALTERNATE PLUMBING G SYSTEM FLECMICAL N.T.S. ? No 76 ° '' STANDARD CONSTRUCTION DWG il DRAWN BY: CHECKED BY: DATE: L.R.C. 12 17 04 I Q STEEL SCHEDULE: f a) VERTICAL REBAR #3 DIA.) ON 12"t1" CENTERS WITH ADDITIONAL REBARS EVERY 6" IN DEEP 3a COPING E ENp OF POOL WHERE WATER DEPTH IS 5 FT, AND GREATER 11" 1". BOND BEAM ;. b) HORIZON IAL REBAR #3 (Ye` DIA.) ON 12"t1" CENTERS WITH ADDITIONAL REBARS EVERY 6" IN I tl TRANSITION AREA OF POOL, RUNNING PARALLEL TO LONG AXIS OF POOL c) OVERLAP ALL BARS 15" MINIMUM TILE 3b •' � 4 REBARS TO BE LEFT EXTENDED 3 f 2 POOL SHELL: FOR GROUNDING BY ELECTRICIAN POOL SHELL TO BE GUNITE CONCRETE (PNEUMATICALLY APPLIED) 2500 PSI MIN. 28 DAY STRENGTH , (3) #4 REBARS IN BEAM E QFINISH: HORIZONTAL REBAR 1b 6" TO 8" GUNITE CONCRETE WALLS a) COPING - PRECAST CONCRETE, WHITE TO GRAY IN COLOR SET IN MORTAR MARBELITE 3c I— b) TILE - FROSTPROOF CERAMIC c) MARBELITE - A CONCRETE FINISH WHIT C X " 2 E CEMENT WITH WHITE SAND APPROX /4 TO � THICK VERTICAL REBAR 1 a � I ®PLUMBING: a ALL UNDERGROUND PLUMBING TO BE POLYETHELENE NSF APPROVED 100 PSI TEST OR PVC 5" TO 6" GUNITE CONCRETE FLOORS SCHEDULE 40, ABOVE GROUND TO BE COPPER OR PVC. @5 EQUIPMENT: I SEE DETAIL SHEETS ATTATCHED I j ©LIGHTS — 110V 250 WATT TYPICAL WALL SECTION @7 TURNOVER — LESS THAN 8 HOURS N.T.S. r i I DEEP END WATER DEPTH AS CALLED FOR IN CUSTOMER PRINT; NORMALLY SHALLOW END WATER 7'-6" MIN. IF THERE IS A DIVING BOARD, DEPTH AS CALLED FOR IN CUSTOMER PRINT DEPTH TO MEET BOCA, NSPI AND f DIVING BOARD MANUFACTURER'S SPECIFICATIONS 3"t1" A DIMENSION TOP OF WALL B DIMENSIOP! CONDUIT TO THIS POINT BY AQUA, REMAINDER ,in BY ELECTRICIAN - PRESSURE WATERLINE GAUGE 12 I MINIMUM OF ONE SKIMMER PER 1000 SQ. FT. OF SURFACE AREA _ -- G PVCI r&NSCT. STEEL IRETURN LINE TO POOL 1 " \ - FILTER SKIMMER LINT STRAINER GUNITE CONC. 2 SHELL 2't iL R4'-6" MAX FILTER BACKWASH LINE TO SURFACE DRYWELL OR VIA SEPARATION 41 JFITTINGS 2 RETURN SUCTION TANK TO DRYWELL, SEWER, ETC (MIN.) LINE 2 PUMP NOTE: NO BACKWASH PIPING IS REQUIRED FOR CARTRIDGE FILTER MAIN DRAIN WATER LENGTH 30'-34' 34'-38' 38'-42' 42'-44' HYDROSTATIC PRESSURE A DIM. 8' 10' 12' 14' t RELIEF VALVE INSIDE B DIM. 10' 12' 14' 14' t MAIN DRAIN OTYPICAL PLUMBING SCHEMATIC N.T.S. CHECK VALVE OR GATE VALVE N 0 TE S: IE — OA. SWIMMING POOL IS DESIGNED TO MEET THE 2003 PRESSURE I R.C. (INTERNATIONAL RESIDENTIAL CODE) INCLUDING GAUGE APPENDIX G FOR ONE & TWO FAMILY DWELLINGS ALONG WITH THE 2004 CT. SUPPLEMENT. SEPARATION B. SWIMMING POOL IS DESIGNED TO MEET SECTION 421 OF /— TANK 11HE 1996 BOCA NATIONAL BUILDING CODE ALONG WITH 4-28.5.1 OF THE MASS. STATE BUILDING CODE. TO POOL ROUTE WATER TO A C. SEE CUSTOMER PRINT FOR EQUIPMENT DETAILS — — —FILTER DRYWELL, SEWER, OR SURFACE STATE OF CONN, CONST. #503482 — y FROM THI1,DESIGN3OR I INGARETHEPROPERTYOF: 1 POOL STATE OF MASS. #113981 /� /j ��/� PUMP ��'��'N 1r�' ar& INC. NOTE: WITH THIS SYSTEM NO WATER IS LOST SINCE IT IS 53 NEWBERRY RD. J RETURNED TO THE POOL. THE DIRT FROM THE FILTER EAST WINDSOR, CT 06088 IS TRAPPED IN THE SEPARATION TANK FILTER BAG cFs +eey� TELEPHONE: 860-623-9886 WHICH CAN BE EMPTIED INTO THE TRASH BARREL i _% , OF FAX: 860-292-1033 ? @ALTERNATE PLUMBING SYSTEM � - A>r= ��L� �, l h SWIMMING POOL N.T,S. No. 7660 e � ELF o Cp � STANDARD CONSTRUCTION DWG ACE qFe+ fR� TO*'��` oo �q � DRAWN BY: CHECKED BY: DATE: L.R.C. 12 17 04 NO TES - 1. AREA OF LOT 6 = 21,524 SQ.FT. = 0.494 ACRES. 2. ZONE OF SUBJECT PARCEL IS A-20". D MINIMUM YARD REQUIREMENTS- FRONT= 40 FEET I N/F RICHARD K. STRONG SIDE = 10 FEET REAR = 40 FEET J. BOUNDARY INFORMATION TAKEN FROM PLANS EN777LED TO BE PLACED PRIOR TO CONS7RUC770N OF POOL - FABRIC FENCE JOSEPH LANE ESTATES SUBDIVISION PLAN PREPARED FOR MANNARINO BUILDERS, INC. N 0536'54" E o TO BE JOSEPH LANE AND 585f NEVERS ROAD SOUTH WINDSOR, CONNEC77CUT SHEET 3 211.94 211 210.A 126.01' 209 (; SCALE. 1 IN.=40 FT DATE: JANUARY 30, 2004 REWS/ON DATES 3-4-04, 4-7-04 ALFORD ASSOCIATES, INC. CINL ENGINEERS WINDSOR, CONNEC77CUT" 10' R.Y. (FOR HOUSE) 7 -''7 91n I i -� 4. APPLICANT MAP PREPARED BY- PROPOSED 21o.s � PROPOSED POOL MANNARINO BUILDERS, INC. ALFORD ASSOCIATES, INC. ROBERT MANNARINO 200 PIGEON HILL ROAD PA770 ELEVA770N = 211.0 1169 ELLINGTON ROAD P.O. BOX 484 210.3 i 11.0' SURFACE WATER TO BE D/RECIFD AWAY FROM 7NE POOL AREA SOUTH WINDSOR, CONNEC77CUT 06074 WINDSOR, CONNEC77CUT 06095 11.?+\ 7-IE 1 ( l' R.Y. (FOR HOUSE) REFER TO PLANS BY THE POOL COMPANY FOR #(860) 688-7288 _ ?�---- _ 10.5 TEL. / (860) 289-7055 7EL, EXACT DIMENSIONS OF 7 POOL IN 209.5 2C' _N IF 2j0 5. ELEVA77ONS ARE BASED ON M.D.C. DA7UM. f OW �Y< ATCH Y 4.6' BAY WINDOW o 6. NO ZONING VIOLATIONS W17H RESPECT TO LOCA77ON OF EX/S77NG FOUNDATION, AS SHOWN. Z WA � CJ NO ZONING WOLA77ONS W77H RESPECT TO LOCA77ON OF THE _1 + E S! I ?09.0 2_08.6 PROPOSED POOL, lF ERECTED AS SHOWN � u N 7.5' I O.O i rJ M y a,. ,. '� ?_03.3 210.18 O 2'x6' CHIMNEY MNEY -" 12.3 vi 7. EXISTING HOUSE - GM EXIS77NG HOUSE lb(11-10-05) GARAGE FLOOR = 210.21 O Z - ID FL= 202.3-* I FINISHED FLOOR = 211.91 n �� �; ^210. ^ SAN. FL= 199.5t 12.3 �8 BASEMENT FLOOR = 203.51 rn o I 209.8:i 6.9' o ' 15.8' 11.8' o rn I CV i Y 8. LEGEND - o COVERED I "' �3f0---� EX/STING CONTOUR BITUMINOUS 1 fi." STOOP ` W EXISTING HOUSE V) CONCRETE DRIVEWAY I• '48.3' ;'09 31 22'9 I ; I _ x 310.0 EXIS77NG SPOT GRADE c� BRICK WALK BIT. CONC. $ 670 SANITARY SEWER LATERAL p 20-3 ! DRIVEWAY p co 41 I N FD F0077NG DRAIN LINE ''20g.. w I f ' i cq 206.54 v, �J07.7,o u-1 R=60.00' CV CHECK VALVE IS REQUIRED ON F0077NG DRAIN LINE AT HOUSE 207. 1 L=3.80 C) D=033T55" W WATER SERVICE 203.1,139 2 )5.58 yD G GAS SERVICE R=55.00' TF=203.1 T,E,( 03 TV 7ELEPHONE, ELECTRIC AND CABLE TV SERVICES L=f01.09' f' M m FD FL= 199.4f D rlO578'25" G 22203.30 I _� LIGHT AND POLE © ��__ cv n n I `z.0�,136 GAS GA7F -10' WIDE C.L.& P. CO. EASEMENT WV p S 0632'32" W ( Ci7 O;j.g4 ----207-;' - AND S7REET TREE EASEMENT WA7ER GATE rrl 2275' a -} --------- ---- (n cn SAN.MH r3 I 4' WIDE CONCRE7E WALK CABLE TV BOX I'1 TF=203.87 I o�\ CB 02 OE ELECTRIC MAN HOLE O cal cn 7F=2 .f '3 S7 s / JOSEPH LAVE m TELEPHONE HANDHOLE -- WATER MAIN ---- OMB MAIL BOY, cv ---------- ---------------- - A G 3f0 PROPOSED CONTOUR ,cZ) 3f0.0 PROPOSED SPOT GRADE GRADE TO DRAIN SANITARY SEWER LA7ERAL FL= 194.2f SURFACE WATER IS TO BE DIRECTED AWAY FROM THE HOUSE AND GARAGE SANITARY SEWER LATERAL - M/RAF7 FABRIC FENCE - TO BE PLACED PRIOR TO ANY CONSTRUC77ON AND FROM HOUSE TO MAIN LINE SHALL.,. ,._...... ... _. .__ . I155'- 6 0 AT 3.4.Z' SHALL REMAIN IN PLACE UNTIL DISTURBED AREA IS STAB/UZED TEMPORARY CUL-DE-SAC B07H SIDES OF TEMPORARY CUL-DE-SAC REVERTS TO ABUTTING PROPERTY OWNERS WHEN S7REET IS EXTENDED. PAVEMENT REMOVAL, GRADING, SEEDING, EX7ENSION OF CONCRETE SIDEWALKS AND OTHER WORK INCIDENTAL TO REMOVING CUL-DE-SAC ARE REQUIRED UPON S7REET EXTENSION THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SEC77ONS 20-300b-1 THROUGH 2O-300b-20 OF 7HE REGULA 77ONS OF CONNEC77CUT STATE AGENCIES- "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNEC77CUT" AS ENDORSED BY THE CONNEC77CUT ASSOCIA77ON OF LAND SURVEYORS, INC.. IT IS A LIMl7ED PROPERTY/BOUNDARY SURVEY BASED ON A DEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND IN7ENDED TO BE USED FOR AN IMPROVEMENT LOCA77ON SURVEY. GRAPHIC SCALE ,rsa„ c ao o ao so ►,�n,,,,,�i� TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS ��aF CUNI �. ►�F• NNF�`j�•.� PREPARED FOR MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. •''g�'�° IN FEET ° '� y �°� = JOHN AND KIM LIBRO ( ) ` '= ; 9-14-06 ADDED PROPOSED POOL AND CHANGED NAME IN 777LE BLOCK ;*a L.S. NO. 9344 No. 9344 L No. 9344 IMPROVEMENT LOCATION SURVEY THE LOCATIONS OF UNDERGROUND UTILITIES ARE 7 21-06 ADD177ONAL AS-BUILT/NFORMA77ON ;' = .•a® CIVIL ENGINEERS APPROXIMATE AND ALL UTILITIES MAY NOT BE '•.�oF ...... o ICENSE°.yo gyp` JOSEPH LANE ES TA TES WINDSOR,CONNECIICUT SHOWN. PRIOR TO CONSTRUCTION, CONTRACTOR s'�•�SS� ,�nL �`'GO'� "o .... Rye ►►'� SHALL CALL 1-800-922-4455 AND HAVE THE 11-29-05 ADDED AS-BUILT HOUSE, U71LlAES AND GRADES �•..,,,,,,,��'' ° LOT 6 - • WILSON M.ALFO D,JR.,P.E.&L.S. UTILITIES MARKED ON THE GROUND. DATE REVISION NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL 118 JOSEPH LANE SOUTH WINDSOR, CONNECTICUT SCALE: 1 IN. = 40 FT. DATE: JUNE 22, 2005 D:M04040-06 P:M03101 FOLDER:MANNARINO FILE:MANNARINO-JOSEPH LANE NO TES - 1. AREA OF LOT 6 = 21,524 SQ.FT. = 0.494 ACRES. 2. ZONE OF SUBJECT PARCEL IS "A-20". D� MINIMUM REQUIREMENTS. FRONT= 40 FEET N/F RICHARD K. STRONG •�"""- SIDE = 10 FEET REAR = 40 FEET J. BOUNDARY INFORMA77ON TAKEN FROM PLANS EN777LED - "JOSEPH LANE ESTATES SUBDIVISION PLAN PREPARED FOR MANNARINO BUILDERS, INC. JOSEPH LANE AND 585t NEVERS ROAD SOUTH WINDSOR, CONNEC77CUT SHEET 3 SCALE. 1 /N.=40 FT. DATE.• JANUARY 30, 2004 REVISION DATES 3-4-04, 4-7-04 211.94 N 055654" E 209.6 ALFORD ASSOCIATES, INC. CIVIL ENGINEERS W/NDSOR, CONNEC77CUT' (III' APPLICANT MAP PREPARED BY 2I I.3 210.4 ''�210�.-`' 2.1 0.3 126.0l',-_ + 4. MANNARINO BUILDERS, INC. ALFORD ASSOCIATES, INC. ro % ROBERT MANNARINO 200 PIGEON HILL ROAD A 211.37 n 'ri j 1169 ELLINGTON ROAD P.O. BOX 484 + 211.0 1N� 1 �, 1 SOUTH WINDSOR, CONNEC77CUT 06074 W/NDSOR, CONNEC77CUT 06095 2-1F0.3 O 211. `��✓// TEL. ,# (860) 289-7055 TEL. ,# (860) 688-7288 213.0 __ 5. ELEVATIONS ARE BASED ON M.D.C. DATUM. 40' R.Y. � ------ i 209.5 209.1 v;' (0 210 6. NO ZONING VlOLA170NS W77H RESPECT TO LOCATION OF EXlS77NG FOUNDATION, AS SHOWN 11 + + o 00 HATCHWAY, 4.6' BAY WINDOW '- N 7. EXISTING HOUSE - 209.9 210.1 3,� N v�6' �; 210.0 208.E GARAGE FLOOR = 210.21 09.0 + Era at 208.3 FINISHED FLOOR = 211.91 210 18 a I 2'x6' CHIMNEY ' cr+ EXIS77NG HOUSE BASEMENT FLOOR = 203.51 O 2 ( (n-to-os) a j FD FL= 202.3-+ 8. LEGEND - n v;�l' N [209.83 210.24 SAN. FL= 199.5ft2.3 208.9 15.8' -_�310----�� EXISTING CONTOUR c� rn'D p s.s' �> oe 7D I � I �� tt.s' a cv J 00 Z /.L7 X X0.0 EXISTING SPOT GRADE ' w J I I' 670 SANITARY SEWER LATERAL COVERED I EXISTING HOUSE BITUMINOUS �10.25 srooP; N S FOOTING DRAIN LINE CONCRETE DRIVEWAY 48.3 2093. z2.s r 206.91 21:?.6 }, I 209.4 BIT. CONC. r CV CHECK VALVE IS REQUIRED ON F0077NG DRAIN LINE AT HOUSE 209.6 BRICK WALK DRIVEWAY n �vo CO '-"7J+ + w rrn rcrc .�crc vn.c tJ�0 �'2Oa- w" 206.54 R=so.00' G GAS SERVICE a ! �.; 207.7� L=3.8o' �' ILcl TELEPHONE, ELECTRIC AND CABLE TV SERVICES Z ro e I tJ� 207. o , D=0337'S5" T,E,7V 210.0 )� p / � 2�412 203.189 � 2 5.58 yD � � LIGHT AND POLE _ 7F=203.I R=5.r OO' �) n ` m i99.4i GV L=101.09' W206.2 ' MB GAS GATE 0=f0518'2L204WV 36 30 N �� WATER GATE 4202.72203.71 10' WIDE C.L.& P. CO. EASEMENT ® CABLE TV BOX " AND STREET TREE EASEMENT S o63232 W3.94 -202.59 ---- QE ELECTRIC MAN HOLE __ 22.75 --r--------- \_ � cn SAN.MH 3 j`�o CB 4' W]DE CONCRETE WALK m TELEPHONE NANDHOLE r� 0 7F=203. 7 I ��cn 7F=202.1 ❑r•1B MAIL BOX O N I -- --- +---��-- WATER MAID -------- ---- _ GV ----------- ---------------- Z77 o G I z P SANITARY SEWER LATERAL FL= 194.2f SANITARY SEWER LATERAL FROM HOUSE TO MAIN LINE 155'- 670 AT 3.49 TEMPORARY CUL-DE-SAC BOTH SIDES OF TEMPORARY CUL-DE-SAC REVERTS TO ABUTTING PROPERTY OWNERS WHEN STREET IS EXTENDED. PAVEMENT REMOVAL, GRADING, SEEDING, EXTENSION OF CONCRETE SIDEWALKS AND 07HER WORK INCIDENTAL TO REMOVING CUL-DE-SAC ARE REQUIRED UPON STREET EXTENSION THIS SURVEY AND MAC' HAS BEEN PREPARED IN ACCORDANCE NTH SEC77ONS 20-300b-1 THROUGH 2O-300b-20 OF THE REGULA77ONS OF CONNEC77CUT ST.47E AGENCIES- "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STAR OF CONNEC77CbT" AS ENDORSED BY THE CONNEC77CUT ASSOCIA77ON OF LAND SURVEYORS, INC.. IT IS A LIMITED PROPERTY/BOUNDARY SURVEY BASED (IN A DEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND IN7ENVED TO BE USED FOR AN IMPROVEMENT LOCATION SURVEY. GRAFHIC SCALE �4pnC N���'�. ����F/, NN�����. TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS •� 0 4o 80 O� OF,CO /va �p�0 •" '• PREPARED FOR MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. M F��°�'�' Ag�`P�°� 0�° ''' MANNARINO BUILDERS, INC. • : ( IN FEET ) : ;3 A:,t Z L.S. N0. 9344 ( � "�` IMPROVEMENT LOCATION SURVEY CAVIL ENGINEERS �* No. 9344 No. 934 THE LOCATIONS OF UNDERGROUND UTILITIES ARE 7-21-06 ADD/710NAL AS-BUILT/NFORMAT70N = ��.� ••• < o ''� 0 JOSEPH LANE ESTA TES 1 1 WNDSOR,CONNECTICUT APPROXIMATE AND ALL UTILITIES MAY NOT BE '•.�Po�%��CENSE�•G��'��� ••.00 4ti.......�yo'ee� � ,. S/ONAL ►�� .#i�sD S U RN��p�' . WILSON M.ALFORD,JR.,P.E.&L.S. SHOWN. PRIOR TO C NSTRUCTION, CONTRACTOR 11-29-05 ADDED AS-BUILT HOUSE, U77LI77ES AND GRADES '�••.......��''' O""•""'� LOT 6 - SHALL CALL 1-800--922-4455 AND HAVE THE DATE REVISION 118 JOSEPH LANE SOUTH WINDSOR, CONNECTICUT UTILITI[=S MARKED Ok THE GROUND. MOT VALID WITHOUT A LIVi- SIGNATURE AND EMBOSSED SEAL SCALE: 1 IN. = 40 FT. DATE: JUNE 22, 2005 D:M04040-06 P:M03101 FOLDER:MANNARINO FILE:MANNARINO-JOSEPH LANE NO TES - 1. AREA OF LOT 6 = 21,524 SQ.FT. = 0.494 ACRES 2. ZONE OF SUBJECT PARCEL IS A-20". MINIMUM YARD REQUIREMENTS: Dco FRONT = 40 FEET ( N/F RICHARD K. STRONG (A ��"' SIDE = 10 FEET REAR = 40 FEET -1 J. BOUNDARY INFORMA770M TAKEN FROM PLANS EN777LED - JOSEPH LANE ESTATES SUBDIVISION PLAN PREPARED FOR MANNARINO BUILDERS, INC. ✓OSEPH LANE AND 585E NEVERS ROAD SOUTH WINDSOR, CONNEC77CUT SHEET 3 SCALE: 1 /N.=40 FT. DATE. JANUARY 30, 2004 REVISION DATES 3-4-04, 4-7-04 Y` N 055654" E ALFORD ASSOCIATES, INC. CIVIL ENGINEERS WINDSOR, CONNEC77CUT' 128.01' _-----_-__-- 4. APPLICANT MAP PREPARED BY- MANNARINO= _ O MANNARINO BUILDERS, INC. ALFORD ASSOCIATES, INC. % ROBERT MANNARINO 200 PIGEON HILL ROAD 1169 ELLINGTON ROAD P.D. BOX 484 O SOUTH WINDSOR, CONNEC77CUT 06074 WINDSOR, CONNEC77CUT 06095 o, 5 TEL. # (860) 289-7055 TEL. # (860) 688-7288 J � N 208.0 N I 5. ELEVA77ONS ARE BASED ON M.D.C. DATUM. �40 R.Y. 26 c In 209.0 2pB r tq 6. NO ZONING WOLA77ONS WITH RESPECT TO LOCA77ON OF HOUSE, IF ERECTED AS SHOWN. C (n 20 .0 N� DECK o 0 7. CONTRACTOR SHALL VERIFY LOCA77ON AND ELEVA77ON OF EXIS77NG U77LI77ES PRIOR TO ESTABLISHING FINAL 20Z5 GRADE OF PROPOSED F0077NOS AND FOUNDATION. CONTRACTOR SHALL INSTALL TEMPORARY EROSION CONTROL 210.5 o MEASURES FOR STOCKPILED MATERIAL AND AT TOPS OF SLOPES DURING FOUNDA77ON EXCAVATION. M/RAFI FABRIC 209,5 54'0" SILT FENCE AND/OR TEMPORARY VEGETA77ON /F PILES ARE TO REMAIN /N PLACE FOR EXTENDED PERIODS OF 77ME. ( ^, o PROPOSED HOUSE cl 8. DURING CONSTRUCTION, M/RAFI FABRIC CHECK DAMS ALONG SWALES MAY BE REQUIRED BY TOWN STAFF. FD FL= 202.E - ---- ----- __-- - n oVo (� J rn SAN. FL= 199.5 9. LEGEND - o Cv 15 8 ^�31rn O__-- EXIS77NG CONTOUR 0 p�o0 0 09.0 -- m cn o o x 310.0 EXISTING SPOT GRADE y I �` 209.8 1 'N' EXISTING HOUSE o cmil 48 3' I 310 PROPOSED CONTOUR 210.5 co I 3f0.0 PROPOSED SPOT GRADE I - ao GRADE TO DRAIN n INSTALL CONSTRUCTION ( 208 41 R=60.00' ENTRANCE PAD PRIOR `' SURFACE WATER /S TO BE DIRECTED AWAY FROM THE HOUSE AND GARAGE I '� c TO ANY CONSTRUCTION " 206 L=3.80' Wy PROPOSED WATER SERVICE O (A MINIMUM OF 20 FEET LONG) ll 204.9 "-'��� D=033T55" FD PROPOSED 6"0 FOOTING DRAIN LINE 207 Cv CHECK VALVE IS REQUIRED ON FOOTING DRAIN LINE AT HOUSE R=ssnn' L=101.09' � 20 1 G PROPOSED GAS SERVICE TO CONNECT TO EXIST IN STREET a D=10578'25" 204 FD FL= 199•¢ T PROPOSED TELEPHONE SERVICE TO CONNECT TO EXIST. IN STREET n - E PROPOSED ELECTRIC SERVICE TO CONNECT TO EXIST. IN STREET 203.5 10' WIDE O C.L.& P. CO. EASEMENT •• M/RAFI FABRIC FENCE - TO BE PLACED PRIOR TO ANY CONSIRUC170N AND S 0632'32" W I) AND STREET TREE EASEMENT O _ -- 2038 �� SHALL REMAIN /N PLACE UN77L DISTURBED AREA IS STABILIZED m 22.75' SAN.MH 5 4' WIDE CONCRETE WALK _ _ B # 0TF=203. 202.4 C5 T 2 �j �', Ok, - WATER MAIN JOSEPN SANE 10.10. PROPOSED HOUSE - -- -- +--- ----------------- 20 _ --- - A 203.8 ___ - PROPOSED GARAGE FLOOR - 210.5 PROPOSED TOP OF FOUNDA77ON = 211.5 - - -- - _- - - - PROPOSED FIN/SHED FLOOR = 212.5 203.5-- c" OI �. CONSTRUCTION ENTRANCE PAD- APPROXIMATE BASEMENT FLOOR = 203.8 NOT TO SCALE TOP OF FOUNDA77ON TO BE A MIN/MUM OF EIGHT (8) INCHES ABOVE THE FINAL EXTERIOR GRADE. n O JOSEPH LANE () USE GARAGE FLOOR ELEVA77ON TO SET GRADE OF 77-IE HOUSE. ADJUST 07NER FLOOR ELEVATIONS SANITARY SEWER LATERAL FL= 194.1E o°�,����o o BASED ON THE ARCH17ECTURAL PLANS. SANITARY SEWER LATERAL 5 Jd 1 z 11. PRIOR TO STAR77NG CONSTRUCTION, THE CON7RACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT ALL FROM HOUSE TO MAIN LINE o 0 0 0 REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICA77ON SHALL ( 127'- 6.0 AT 4.3%(2.0Jo MINIMUM) o oho 0 0 0� BEGIN UN77L THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVlEWEO ALL PLANS AND DINER 0' 0 cc'to�} N DOCUMENTS BY ALL OF THE PERM/T77NG AUTHOR/77ES 0.0 0 0 A ��oo" SEEDING SCHEDULE - [[�� c�5 �° w O a�0 o'-�O O O o° v oo ALL DISTURBED AREAS NOT PAVED OR LANDSCAPED SHALL BE LOATHED WITH TEMPORARY CUL-DE-SAC 5550 uo oho o���0 0� 4" MINIMUM OF TOPSOIL. SEED AS INDICATED BELOW. CONDITION SOIL WITH FERTILIZER AND LIMESTONE AS INDICATED BY SOIL TEST. BOTH SIDES OF TEMPORARY CUL-DE-SAC REVERTS TO ABUT77NG PROPERTY OWNERS PLAN 4" MINIMUM CONN. PERMANENT VEGETATIVE COVER: WHEN STREET IS EXTENDED. PAVEMENT REMOVAL, GRADING, SEEDING, EXTENSION DOT 2" STONE OF CONCRETE SIDEWALKS AND 07HER WORK INCIDENTAL TO REMOVING CUL-DE-SAC SEEDING DATES: APRIL 1 TO JUNE S, &WEATHSEPTEER PER 1 TO OCTOBER 15 ARE REQUIRED UPON S7REET EXTENSION �� FILTER FABRIC OR AT OTHER TITHES, WEATHER PERMITTING WIDTH= 10' N. LAWN AREAS: USE THE FOLLOWING MIXTURE OR EQUAL AS APPROVED BY DESIGN ENGINEER: SECTION KENTUCKY BLUEGRASS 45% NOTES: CREEPING RED FESCUE 45% 1. THE PURP03E OF A STABILIZED CONSTRUCTION ENTRANCE IS TO REDUCE PERENNIAL RYEGRASS 10% THE TRACKING OR FLOWAGE OR SEDIMENT ONTO EXISTING PAVEMENT. APPLY 1-3 LBS./1000 S.F. 2. BEFORE CONSTRUCTION ENTRANCE INSTALLATION, THE AREA OF THE TEMPORARY VEGETATIVE COVER: ENTRANCE SHOULD BE CLEARED OF ALL VEGETATION, ROOTS AND OTHER UNDESIRABLE MATERIAL SEEDING DATES: MARCH 1 TO JUNE 15 & AUGUST 1 TO OCTOBER 15 OR AT OTHER TIMES, WEATHER PERMITTING 3. THE ENTRANCE SHOULD BE MAINTAINED IN A CONDITION WHICH WILL USE THE FOLLOWING SEED OR EQUAL AS APPROVED BY DESIGN THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO EXISTING PAVEMENT. ENGINEER - 20-300b-1 THROUGH 2O-300b-20 OF THE REGULATIONS OF CONNECTICUT THIS WILL RE QUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR ANNUAL RYEGRASS 100% STATE AGENCIES- "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE ADDITIONAL LENGTH AS CONDITIONS REQUIRE. APPLY 1 LB./1000 S.F. STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC.. IT IS A LIMITED PROPERTY/BOUNDARY SURVEY BASED ON A DEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND INTENDED TO BE USED FOR AN IMPROVEMENT LOCA77ON SURVEY. I GRAPHIC SCALE ►►►►®rr►CON,ej�'w® e'�a►O�r','�'rN�oo�.®®s TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS ao o ao so °p OF,,,,•NCij.es® 0 ,.s•••••.�T�'s PREPARED FOR MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. Lp y: q . : MANNARINO BUILDERS, INC. ( IN FEET ) C :� �� a �l L.S. NO. 9344 IMPROVEMENT LOCATION SURVEY THE LOCATIONS OF UNDERGROUND UTILITIES ARE No. 9344 , No. 9344 eo /I//L ENGINEERS APPROXIMATE AND ALL UTILITIES MAY NOT BE so�sA'po'=��CENSE�.''����'°°° •'•.m<'"-��CENS;�°•'o�®°°°®® JOSEPH LANE ESTA TES WINDSOR,CONNECTKKXJT s••��ss/ONAL ,LNG►►°►® ®®®®o®0 5 U R v ►►►,® SHOWN. PRIOR TO CONSTRUCTION, CONTRACTOR •�'1�,eioa�eur►°► ®®°"'°"'®j°►► LOT 6 - • WILSON M.ALFORD,JR.,P.E.&L.S. SHALL CALL 1-800-922-4455 AND HAVE THE DATE REVISION 118 JOSEPH LANE SOUTH WINDSOR, CONNECTICUT UTILITIES MARKED ON THE GROUND. NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL SCALE: 1 IN. = 40 FT. DATE: JUNE 22, 2005 D:M04040-06 P:M03101 FOLDER:MANNARINO FILE:MANNARINO-JOSEPH LANE NO TES 1. AREA OF LOT 6 = 21,524 SQ.FT. = 0.494 ACRES 2. ZONE OF SUBJECT PARCEL IS A-20" D MINIMUM YARD REQUIREMENTS: FRONT = 40 FEET N F RICHARD K. STRONG d SIDE = 10 FEET � � �.q REAR = 40 FEET J. BOUNDARY INFORMATION TAKEN FROM PLANS EN717LED - "JOSEPH LANE ESTATES SUBDIVISION PLAN PREPARED FOR MANNARINO BUILDERS, INC. JOSEPH LANE AND 585t NEVERS ROAD SOUTH NNDSOR, CONNEC77CUT SHEET 3 SCALE, 1 IN.=40 FT. DATE. JANUARY 30, 2004 REVISION DATES 3-4-04, 4-7-04 N 0556 54"E ALFORD ASSOCIATES, INC. CIVIL ENGINEERS WINDSOR, CONNEC77CU7 126.01' 4. APPLICANT- MAP PREPARED BY- MANNARINO BUILDERS, INC. ALFORD ASSOCIATES, INC. clo ROBERT MANNARINO 200 PIGEON HILL ROAD 1169 ELLINGTON ROAD P.O. BOX 484 W O SOUTH WINDSOR, CONNEC77CUT 06074 WINDSOR, CONNEC77CUT 06095 O TEL. # (860) 289-7055 TEL. # (860) 688-7288 � N N� 5. ELEVATIONS ARE BASED ON M.D.C. DATUM. o40 R_ .Y. 6. NO ZONING WOLA77ONS NTH RESPECT TO LOCATION OF EXIS77NG FOUNDARON, AS SHOWN. N HATCHWAY } �� I7< 4 6• BAY WINDOW �I o 7. EXIS77NG HOUSE - 3 N N 7.5' 13.0' GARAGE EM 41.6' I I FINISHED FLOOOR = 21.91 2'x6' CHIMNEY 12.3 l GM EXIS77NG HOUSE BASEMENT FLOOR = 203.51 O 2 (11-10-05) o C FD FL= 202.31 n v PROPOSED SAN. FL= 199.5t 8. LEGEND - 15.8'+O�o BIT. GONG 6 g,N 12.3' '_ -' DRIVEWAY o 11$. o I cv -�310-- EXISTING CONTOUR y ' w 8.3• x 310.0 EXISTING SPOT GRADE I o COVERED% EXISTING HOUSE chi) I 48 3 22 9' STOOP I S 670 SANITARY SEWER LATERAL BIT. CONC. FD F0077NG DRAIN LINE Io I DRIVEWAY Cv CHECK VALVE IS REQUIRED ON F0077NG DRAIN LINE AT HOUSE O ° I n WA TER SERVICE C0 a R=60.00' G GAS SERVICE zj c) j I L=3.80'D=0337'55" T, Tv TELEPHONE, ELECTRIC AND CABLE TV SERVICES Z ----��� E, I 0 LIGHT AND POLE R=55.00' ) YD #6 Gv L=101.09' . 7F=203.1 mrri GAS GA 1E D=10578'25" 203.01 ; `� D FL= 199.4f WV n ® ��202.72 WA TER GAJE _ -- --t1 --�02.53 10' WIDE C.L.& P. CO. EASEMENT © CABLE TV BOX AND STREET 7REE EASEMENT p S 06 32'32" W � 203.74 I 202.49 �� Q ELECTRIC MAN HOLE 22.75' v�i SAN.MH #3 �o �TF=2021. #5 4' WIDE CONCRETE WALK m TELEPHONE HANDHOLE Q l 7F�--203. 7 i �� 1 1 -- --- JOSEPH LANE J j = I WATER MAIN ---------- - -------------- o G I z C) SANITARY SEWER LA7ERAL FL= 194.2f SANITARY SEWER LATERAL FROM HOUSE TO MAIN LINE U 155'- 670 AT 3.49' TEMPORARY CUL-DE-SAC BOTH SIDES OF TEMPORARY CUL-DE-SAC REVER7S TO ABUT77NG PROPERTY OWNERS WHEN STREET IS EXTENDED. PAVEMENT REMOVAL, GRADING, SEEDING, EXTENSION OF CONCRETE SIDEWALKS AND OTHER WORK INCIDENTAL TO REMOVING CUL-DE-SAC ARE REQUIRED UPON STREET EXTENSION THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THROUGH 2O-300b-20 OF THE REGULATIONS OF CONNEC77CUT STATE AGENCIES- "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNEC77CUT ASSOCIATION OF LAND SURVEYORS, INC.. IT IS A LIMITED PROPERTY/BOUNDARY SURVEY BASED ON A DEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND INTENDED TO BE USED FOR AN IMPROVEMENT LOCATION SURVEY. GRAPHIC SCALE �vourr°rar000 +�A��ee�°° TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS 40 o ao so 9�Ao�OF,�� '•o ®'� I" .. MAP PREPARED FOR MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. ®s�@�'°`�, ALFo% °���'�=. luIANNARINO BUILDERS, INC. IN FEET ) ;� �� ` ; ;� ��* L.S. NO. 9344 =�`: IMPROVEMENT LOCATION SURVEY CIVIL ENGIN�ERS THE LOCATIONS OF UNDERGROUND UTILITIES ARE No. 9344 ; No. 9344 00 APPROXIMATE AND ALL UTILITIES MAY NOT BE - ®'�.A4o'=�/CENSE��'`��``��®��� ��':�,/,CENs�°•''o®01 JOSEP-� LANE ESTA TES wlNDsoR,coNNECncuT ® s� NAI • � ,' e °Q�B/j0o►►0we' WILSON M.ALFORD,JR.,P.E.&L.S. SHOWN. PRIOR TO CONSTRUCTION, CONTRACTOR 11-29-05 ADDED AS-BUILT HOUSE, U77LI77ES AND GRADES ,®®eRrrrOa® LOT 6 - SHALL CALL 1-800-922-4455 AND HAVE THE pgTE REVISION 118 JOSEPH LANE SOUTH WINDSOR, CONNECTICUT UTILITIES MARKED ON THE GROUND. NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL SCALE: 1 IN. = 40 FT. DATE: JUNE 22, 2005 D:M04040-06 P:M03101 FOLDER:MANNARINO FILE:MANNARINO-JOSEPH LANE