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20 PIERCE RD
APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Applical' i reb • BUILDING DEPARTMENT 120 6 l03 APP 1540 SULLIVAN AVENUE 644-2511 ext. 230 Bldg.Permit# Date lding Inspector ( Zee U�2�{' Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 � Q;cc c CA Q,c4 cc e Over$1,000= Street No. Street Lot No. $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT /A )--d APPLICANT ADDRESS 5 oZ 1 51x rAkA /Yltko(o,.) APPLICANT'S PHONE# �rGo 39 1-7Ya I W N S F OWNER V% /✓1. I C r q q� OWNER ADDRESS 50A OWNER PHONE 0 ` o ESTIMATED COST$ 0?5oo ..J �► (� IS THIS A CONTRACT COST? ✓ Yes No FEE ENCLOSED$ LIS TYPE OF JOB: 1(4 4"S�R COS New Installation Alteration/Addition/Repair Revised 03/05/10 APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED�TH A BUILDING PERMIT APPLICATION? 0 YES ❑ NO ZRESIDENTIAL CURRENT USE AND OCCUPANCY ❑ BUSINESS ❑ ASSEMBLY FUTURE USE AND OCCUPANCY ❑ EDUCATIONAL ❑ INSTITUTIONAL ENGINEER'S NAME PHONE ❑ FACTORY ❑ STORAGE ADDRESS ❑ GARAGE ❑ MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD SIZE OF SERVICE M SIZE OF MAIN CONDUCTORS �I oh NUMBERS OF METERS NUMBERS OF DISCONNECTS AND RATINGS NUMBERS OF PANELS NUMBERS OF DISCONNECTS REQUIRED? ❑ YES ❑ NO NUMBERS 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 _ RC_,4_ u,tt& s 5 M A e-r. THE UNDERSIGNED HEARBY 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 PERFOR- MANCE OF SUCH WORK r el-C.0191 $99 E ! G / Ci4 CONTRACTORS LICENSE NO. TYPE STATE) SIGNATURE OF APPLICANT C" DATE <f/ /// _ RECEIVED SITE COMPLIANCE CHECKLIST TOWN OF SOUTH WINDSOR,CONNECTICUT 'JUL 2 `>` 2008 ***** FOR C OF O***** M MNG80R NNhlING DEPi. ADDRESS 0,�.P�'f�12CQ d—LOTIUNrr# Reviewed by �'�D (Engineering) CONTACT/DEV JO�ivl k1-4 u4( Date Reviewed 7f'a'I 10 9 kWVr-6'i`2e::-d/Denied PH# Reviewed by, Planning) \—/ Date Submitted 7 0-� Date Reviewed d pproved/ nied-42 Date Reviewed 3-6 pproved enied (Health) As required in the Zoning and/or Subdivision Regulations,no Certificate of Occupancy shall be issued until grading plans have been complied with and approved by the Town Engineer. The minimum requirements shall include: Approved Denied N/A 1. Approved building permit plan V 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 systems b. foundation drain _ 4 C. electrical&telephone d. water W O e. 011" Propo-"e. _bC S. Sewer connection charge paid .i 6. Appropriate certification 7. Bonding 8. Planning&Zoning/ Inland Wetlands Considerations a. Lighting b. Signage Freestanding Wall C. Fee in lieu of Open Space COMMENTS: ''.n� ��• a-a DO BaND s/engineering/molloy/site compliance checklist Electric # APPLICATION FOR BUILDING PERMIT Plumbing# 20 Pierce Road Date: / 2 _ HVAC# 12909249 7 —I Sprinkler# FINAL PPROVALS Estimated Cost $�U1�7, _— Building COMPLETE RED BOXED AREAS Permit Fee $ $ 31f _ Occupancy Fee $ Engineering TYPE OR PRINT ONLY Eng. Insp. Fee $ Affidavit Appr.for C iZ ► SIGN ON REVERSE SIDE A Total Fee $. TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ 4, I4(,,Q The undersigned hereby applies to do work according to the following: Applicant C-'?C C S01 at r Location of Work c S e Lot 'o. __ Applicant's Address � Pi nn OVA .�-1.�� �CA Tel # "8 -T�- S O1 AC Town S ifft j)0%jt4 Zip Q Gn7p Lic.# /A(G:*0410 a y `1-6T- Owner %ecy% rk �rn�,�`il Architect Owner's Address Q0 RCk Architect's Address SA,n'A.-Awi Zip 0 0` -7 Zip Sq. Ft. New Area: 1 st FI. 2nd FI. 3rd FI. Total New Area _ Purpose of this permit To % QV S ler Arr�>f en coo City Water❑ Well J Septic System J Sewer J Ins: HO SP Cert. Area Basement Garage Approved by Date Say'/L- Use Group----' Construction Type 11 Revised 1108 I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that thil building is to be located the proper distance from all street lines,side yard lines,and required distances from all other zones an is located ia:�� ld and its use is allowed. � Signed 1 hereby apply for a Certificate of Occupancy for the work described in this application for the permit. Signed DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS INSPECTION FIELD SHEET 06/18/12 Punted by Peart, Dayshell 08 14 10 INSPECTION: 48638 FOOTING PERMIT: STATUS APPLICATION: 201200587 LOCATION: 20 PIERCE ROAD PROPERTY ID: 71400020 OWNER: MILLER KATHRYN CONTRACTOR: REQUEST BY: DESCRIPTION: INSTALL A PV SOLAR ARRAY ON ROOF. WORK ORDER: INSPECTOR: DOUG RESULT: N/A REQUESTED: PRIORITY: SCHEDULED: COMPLETED 06/18/12 UNPAID FEES 00 Date Time TIME: TRAVEL ONSITE COMMENTS ALL INSPECTIONS INSPECTED INSPECTOR RESULT INSP DESCRIPTION 06/18/12 ROSE N/A B002 FOUNDATION 06/18/12 ROSE N/A B003 FRAMING (ROUGH) 06/18/12 ROSE N/A B004 INSULATION 06/18/12 ROSE N/A B005 FIREPLACE / CHIMNEY 06/18/12 ROSE N/A B006 WOOD / GAS STOVE 06/18/12 DOUG N/A B009 OTHER 06/14/12 DOUG PASS B010 FINAL DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT PERMIT# Application is hereby: TOWN OF SOUTH WINDSOR ��l BUILDING DEPARTMENT APPRO ED 1540 SULLIVAN AVENUE © 644-2511 ext. 230 g��ermit# (� �, O 2 2 Date Building In or Application must be printed or typed FEE SCHEDULE Location of Job: Z d ?e S to '►�� s�� rb $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT���p M•- �.,.,S 5��r APPLICANT ADDRESS q2d S--Hd F,'tcl, 3�-�a. moo. t"�,x a39�_ APPLICANT PHONE# �o 1 - 2 ?9 — O 2 '7 SOW N SF'4 OWNER G QJZS CoNSf'!-y C' :&O OWNER ADDRESS 2-C' �; ��{ ,$ • c.� :�o SeI Lt 06o74 OWNER PHONI� 3o S -- % F 1 C ESTIMATED COST$ oo . p 00 •� ,� U .� IS THIS A CONTRACT COST? Yes _No a �V FEE ENCLOSED$ l��s . CO O TYPE OF JOB: �\ R- )ZNew 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 ❑BUSINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY ❑MERCANTILE❑EDUCATIONAL FUTURE USE AND OCCUPANCY ❑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 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 q� 1000 Gri L yic 76,1k A no.4g- I;W09 S THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND ITTT— COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. �47"(; . 039794/ 4 G - I C`I<' CONTRACTORS LICENSE NO. TYPE STATE &>/'how SIGNATURE OF APPLICANT DATE +1Revised DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: --b�:i 44 BUILDING DEPARTMENT APPROVED 1540 SULLIVAN AVENUE JLDUat�c �� 644-2511 ext. 230BldgP 't# Building Inspector Application must be printed or typed Location of Jo,11: FEE SCHEDULE �G),ot► FTeLnantDesignation t•E U-E $0-$1,000=$15.00 Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Apt.No. APPLICANT C-ME STE Aid C—Ut C. APPLICANT ADDRESS OD W b-'S►�- 2,*1 APPLICANT PHONE# SOWN S�q OWNER 6 j-5 T-tu L7;o ro OWNER ADDRESS Oo # OWNER PHONE L132 1 S2S C ESTIMATED COST$ o •• . • o .� � IS THIS A CONTRACT COST? X Yes _No c �(� FEE ENCLOSED$ f��sO O�� TYPE OF JOB: ` R.C New Installation Alteration/Addition/Repair APPLICATION FOR PLUMBING PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A ❑RESIDENTIAL BUILDING PERMIT APPLICATION? ❑YES ❑NO ❑BUSINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY ❑ MERCANTILE❑ EDUCATIONAL FUTURE USE AND OCCUPANCY ❑ 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 3 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 El 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 Llv Srd tjArre *% af �v„^bi«q •; �Jt� D wf Q THE UNDERSIGNED HER BY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND is To COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. ,2 CONTRACTORS LICENSE NO. TYPE STATE SIGNAT OF P AN DATE TOWN OF SOUTH WINDSOR AFFIDAVIT OF ACTUAL CO PERMIT NO: DATE PR D South Windsor BUILDING DEPARTMENT The undersigned, being a duly authorized representative of, &Ives�A0 rut �NL do by this statement, certify that the actual costs shown below, of the project referenced by the Permit Number shown above,are true and accurate. This statement is being made pursuant to the Town of South Windsor Ordinance, Article II, Section 14-31, (a)thru(e), (see attached). understand that verification for accuracy of actual costs may be made at any time by the Building Official through an appraisal of the work at the expense of the property owner. hereby certify that the actual cost of the work performed under this permit is: $ e.• . •+ Signature of Permit Holder: Name(Please Print) T F'F evy Goela Date: AA ��j l d 2&C,8 ................................................................................. State of Connecticut] ] ss South Windsor Date: County of Hartford] Personally appeared , as aforesaid, Signer and sealer of the foregoing instrument and acknowledged the same to be his/her free act and deed, before me. Notary Public Commissioner of the Superior Court My commission expires on r BUILDINGS AND BUILDING REGULATIONS §14-31 ARTICLE I. IN GENERAL, cable utility shall be submitted to the building official prior to the issuance of the demolition Secs. 14-1-14-30. Reserved. permit, (h) Signs. The permit fee for signs shall be ARTICLE II. BUILDING CODE $15.00 per thousand, or fraction thereof, of the ' - C. estimated cost of the sign and its installation. Sec. 14-31. Construction and alteration fees. (i) Engineering inspection fees.Where an engi- (a) Generally. The building permit and trade neering inspection is necessary to establish com- permit fees shall be $15.00 per thousand, or pliance with an approved sitetplot plan for the fraction thereof,of the cost of the construction, issuance of a certificate of occupancy according to the zoning and subdivision regulations,an inspec- (b) Certificate of occupancy. The certificate of tion fee of $35.00 shall be assessed when the occupancy fee shall be $10.00. request for a site inspection is made. (c) Cost of project. Building and trade permit (Code 1978, §§ 10-201, 10-203-10-205; Ord.No. fees shall be based upon the cost of construction 127,11-9-90;Ord.No.139,§§10-201,10-203-10- and the materials to be supplied in conjunction 205,10-10-96;Ord.No.156,§10-201,7-6-99;Ord. with the project described in the permit. The No. 165,§§ 10-200-10-205,3-4-02;Ord.No. 166, owner or contractor shall supply the building 6-17-02) official with an estimate of the total job covered under the permit. All trade permits shall have individual costs and fees. (d) Accepted value. The cost of materials and f labor of a project accepted by the building official shall, in no case, be less than the guideline offered for Connecticut in the latest building valuation data report published by BOCA[Build- ing Officials Conference of America) Interna- tional. (e) Affidavit. An affidavit under oath under penalties of false statement of actual final cost for all new structures and major additions shall be signed by the owner, agent or contractor for the project prior to the issuance of a certificate of occupancy; and the fee shall then be appropri- ately adjusted. Affidavits for other construction permit costs may be required by the building official. W Moving of buildings. The permit fee for moving a building shall be $15.00 per thousand, or fraction thereof, of the estimated cost of the move.Any additional costs,such as traffic control or newspaper advertising, shall be paid by the applicant in addition to the permit fee. (g) Demolition. The permit fee for the demoli- tion of buildings shall be$15.00 per thousand,or fraction thereof, of the estimated cost of the demolition. Letters of disconnect from any appli- Supp.No.1 CD14:3 Electric# APPLICATION FOR BUIL ING PERMIT Plumbing# 20 Pierce Road Date: HVAC # Sprinkler# I FINAL APPROVALS - ------ —-- _ - - Estimated Cost $ Building COMPLETE RED BOXED AREAS Permit Fee $ Occupancy Fee $ �� Engineering TYPE OR PRINT ONLY Eng. Insp. Fee $ Affidavit for CO. SIGN ON REVERSE SIDE +C� - - - -- - Total Fee `�$� TO THE BUILDING DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant �.0y1S c Location of Work z4C «cam Lot Applicant's Address "7 Tel.# q 3,�-!�l Town Zip��(G,C��7 Lic.# t-7 VC) Owner Aritect Owner's Address 'rAitect's Address Zip ewill Zip Sq. Ft. New Area: 1st FI. )-7 7 f0 2nd Fl. (.o43 3rd A. Total New Area y1 Purpose of this permit N City Watero Well Septic System❑ Sewer Ins: HO SP Cert. Area Basement r 7& Garage Approved by Date -O Use Group Construction Type Revised 8/02 I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the proper distance from all street lines,side yard lines,and required distances from all other zones and is located in which this buildin and its use is allowed. Signed '� Lv� I hereby apply for a Certificate of Occupancy for th rk described in this application for the permit. Signed DO NOT WRITE BEA THIS LINE INSPECTION COMMENTS RhvaC-Residential&Light Commercial HVAC Loads Elite Software OwelopmeK Inc. Advanced Htg&A/C 20 Pierce Rd. South Windsor,CT 06074 Page 29 System 1 Room Load Summary H19 Htg Run Run Cig Clg Clg Zone Clg Air' Room Area Sens Nom Duct Duct Sens Lat Nonri Adj -,s Nu Name SF Btuh CHA -.,:e Btuh C; ,., i u M �FM -Zone 1- 1 Master Suite 476 8,850 115 2-5 630 3,780 488 172 1.15 199 172 2 Bed 1 189 4,528 59 1-5 612 1,836 204 84 1.00 84 84 3 Study 156 3,716 48 1-5 514 1,541 204 70 1.00 70 70 4 Entry 72 3,985 52 1-5 627 1,881 240 86 1.00 86 86 5 Great 715 11,245 146 2-6 562 4,853 547 221 1.25 276 221 Rm/Kit/Dining 6 Office 94 6,994 91 1-7 566 3,328 488 151 1.25 189 151 7 Laundry 99 3,705 48 1-4 590 1,132 197 51 1.00 51 51 Zone 1 subtotal 1,801 43,023 559 18,351 2,368 835 954 835 ---Zone 2--- 8 Bed 2 210 4,880 63 1-6 498 2,150 219 98 1.00 98 98 9 Bedroom 3 300 10,516 137 2-6 547 4,726 692 215 1.25 269 215 10 Lav 100 2,718 35 1-4 652 1,250 109 57 1.25 71 57 Zone 2 subtotal 610 18,114 235 8,126 1,020 370 438 370 System 1 total 2,411 61,137 795 26,477 3,388 1,204 1,392 1,204 System 1 Main Trunk Size: 14x16 in. Velocity: 863 ft./min Loss per 100 ft.: 0.092 in.wg pooling System Summary --- -- ------- -- --- ---- -- ------ - - - Cooling Sensible/Latent Sensible Latent Total Too 6 Split 6tuh Btuh Btuh Net Required: 2.49 89%/ 11% 26,477 3,388 29,865 Recommended: 2.94 75%/25% 26,477 8,826 35,303 Equipment Data Heating System Cooling System Type: Model: Brand: Efficiency: Sound: Capacity: Sensible Capacity: n/a 0 Btuh Latent Capacity: n/a 0 Btuh C:\Documents and Settings\Steve Smith\Desktop\Completed Projects\Bruce EdwardsMbvlday, April 14, 2008, 11:58 AM DEPARTMENT DECISION APPLICATION FOR HVAC PERMI # T MI Application is hereby: TOWN OF SOUTH WINDSOR PE t PERMIT BUILDING DEPARTMENT -L���_ APPR VE 1540 SULLIVAN AVENUE Bldg. Permit# 644-2511 ext. 230 Dat Building Inspec or Application must be printed or typed FEE SCHEDULE � Locof Job r •� �/e r .,e /'l $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT ,��/ C- APPLICANT ADDRESS 7,01 /�LC�s 4 /� �d r/`—t// s � a-,) «L ye c_ _ ev APPLICANT PHONE# 2- V Z�, OWNER / {GC ��W N Se F-4 / OWNER ADDRESS �(o 2 = ct; GCS rL C 4 7 OWNER PHONE 3 C ESTIMATED COST$ .� IS THIS A CONTRACT COST? _XYes _No FEE ENCLOSED SO -CO TYPE OF OB: O New Installation 1) _ Alteration/Addition/Repair Revised 4'01,?00? APPLICATION FOR HVAC PERMIT (Continued from reverse side) TYPE OF SYSTEM: TYPE OF BUILDING: CHEATING ;iWSIDENTIAL wr-k'C ❑COMMERCIAL Cl VENTILATION ❑ INDUSTRIAL HEATING ❑ STEAM LOW P SSURE LIMIT LBS. HIGH PRESSURE LIMIT LBS. ❑ HYDROMC OLWARM AIR ❑ UNIT RADIANT HEATER EXISTING RADIATION ADDITIONAL RADIATION' TOTAL RADIATION DESIGN TEMP. OUTSIDE © OF INSIDE '75; F DIFFERENCE -,7 S F TOTAL HEAT LOSS(BTUH)4; / F(HEAT LOSS SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL HEATING EQWMENT(INCLUDING MAKE&MODEL NO.) GROSS HEATING CAPACITY(INPUT-BTUH) eD NET RATING(OUTPUT-BTUH) / Z-- TYPE OF FUEL ❑ OIL-GPM OIL TANK LOCATION :❑ INSIDE❑ OUTSIDE CAPACITY A-GAS-INPUTS LPG TANK CAPACITY ELECTRIC-KW AIR CONDITIONING DESIGN TEMP.OUTSIDE f�'°F INSIDE 70 OF DIFFERENCE-2- S °F TOTAL HEAT GAIN(BTUH)333 (HEAT GAIN SHEET MUST ACCOMPANY APPLICATION) ,,,,,DESCRIDE ALL C OLING EQUIPMENT(INCLUDING M &MODEL NO.) c x �/77 TONNAGE COOLING CAPACITY(BTUH) © C9 VENTILATION DESCRIBE ALL AIR HANDLING EQUIPMENT(INCLUDING KITCHEN EXHAUST EQUIPMENT) TOTAL SIZE OF SYSTEM(CFM) FRESH AIR INTAKE(CFM) (PLANS MUST ACCOMPANY APPLICATION) FURTHER DESCRIPTION OF WORK THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. 30� � .� `S c-7 - CONTRACTORS LICENSE NO. STATE SIGNATURE OF APPLICANT D E i 20 Pierce Rd. HVAC Load Calculations for Jacques Construction LLC NLkt Uftmrt RHVACR»sIDENTAI HVAC LOADS i I I I I i i, I I i i i I i I Prepared By: Stephen P. Smith Advanced Htg. &AC Inc. Monday,April 14, 2008 I DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT PERMIT# Application is hereby: TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT APPROV 1540 SULLIVAN AVENUE Bldg.Permit# ox 644-2511 ext. 230 D e Building nspector Application must be printed or typed FEE SCHEDULE F � �on of Job: $0-$1,000=$15.00 , Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof gnation Apt.No. APPLICANT __ -:�T' : f �2 p f a APPLICANT ADDRESS '7 r— V APPLICANT PHONE# O W N S F,q OWNER OWNER ADDRESS C� -1 ,° M c 7R A , a OWNER PHONE O $ 1 C = ESTIMATED COST$ Co . .� O - O O xr Maw IS THIS A CONTRACT COST? Yes _No FEE ENCLOSED$ /d 5 . O TYPE OF JOB: acm SOR-CO New Installation _Alteration/Addition/Repair APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? ❑ YES ❑NO ❑ RESIDENTIAL ❑BUSINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY 0 MERCANTILE FUTURE USE AND OCCUPANCY ❑EDUCATIONAL ❑INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE ❑ STORAGE ❑GARAGE ADDRESS 0 MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD /U u-3 �1 c w SIZE OF SERVICE 0?0 G SIZE OF MAIN CONDUCTORS D 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 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 STATE OF CONNECTICUT DEPARTMENT OF PUBLIC HEALTH AN r��r December 10, 2007 Dr. Gerald L. Schwartz, Director of Health Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 RE: Well Permit Exception Application — 20 Pierce Road, South Windsor, CT Dear Mr. Schwartz: Pursuant to Section 19-13-B51 m(c) of the Regulations of Connecticut State Agencies, this department has determined that installation of one individual drilled water supply well to serve the above-mentioned parcel is allowable. Exception is granted to issue, if appropriate, a water supply well permit to develop a drilled well, provided the following conditions are met: a) The well site must be approved by the local director of health. b) The well water samples must be approved by the local director of health in accordance with Section 19-13-B101 of the Regulations of Connecticut State Agencies. c) The well will not adversely affect the purity and adequacy of the public water supply, nor the service of the system. It is your prerogative to issue or deny the well permit in this instance. Sincerely, Darrell B. Smith Public Health Services Manager Drinking Water Section MH/CW/fg Cc: Kathryn Miller, 169 Natsisky Rd. South Windsor, CT 06074 William Kennedy, MDC Bob Deptula, South Windsor HD File copy Phone: (860)509-7333 Telephone Device for the Deaf: (860)509-7191 Z; 410 Capitol Avenue-MS# 51 WAT P.O. Box 340308 Hartford,CT 06134 AfrmativeAction/An Equal Opportunity Emplover SITE COMPLIANCE CHECKLIST TOWN OF SOUTH WINDSOR,CONNECTICUT *�LOT/UNIT#_ * BUILDING PERMIT***** ADDRESS • Reviewed by j� (Engineering) CONTACT/DEV�Ci(j��(�S 1/10 S - Date Reviewed 1211 � ti 1 l t PH#_ Reviewed by (Planning) I Date Submitted Date Reviewed /a I I 62 Denied In accordance with the Zoning and/or Subdivision Regulations,prior to the building of any structure on a a T Plot Plan shall be submitted for approval. The minimum requirements shall include: I0t' Topographic APPr'OYed Denied N/A 1. Name,address&phone number of ✓� owner/applicant 2. Name,address&phone number of plan preparer 3. Zoning Information—i.e.zone,open space, / floodway,street address �✓ 4. Plot Plan at 1'=40'scale a. Subdivision reference,abutting Properties,etc. b. Easernents of record c. Lot description,bearings,building lines, distances,area,etc. —� d. Cafturs,a dsting&proposed,1 Or 2ft.interval where appropriate e. Building location with dimensions.Bevan of wal( �7c Gl i it Proposed finish floor,garage floor¢erline b y � �rnrx f Lin of road at driveway 8 $ f. Elevations of gravity drainage systems,sanitary &foundation drain at the house and the street g. Tentative utluty location(gas,water,electric, septic system,etc. +� h. Title blodc with name&address of preparer, date,appropriate certification,live seal&live mature went with the Board of Registration requirements.(P.E.&LS.) S. Sedimentation and erosion control 6. Special Manning&Zoning,Wand/Wetlands considerations(Plans on file w/Town Cleric) COMMENTS:_ OPrdAoseA Lot ��• ZP �+- MeiJ� , low Set- job `. Pro ore aoLJ N5{ u - < I c.))- Z ' •. ra osLl� -a P f ,!v - JOcvtrG G^P ���v tie -^s4lie a. s/en9ineering/molloy/buildirg compliance cheddist ,p! ggpe CONSTRUCTION, LLC lb CT""Clmo 67 Ridge Road, South Windsor,CT 06074 (860)432-1823 Phone(860)432 2510 Fax Fax To: Uj 1 � From r — Fax: Pages(incLcover) R Phone: Date: �• I G •Q Re: Ut' CC: �� o !�� �tc�� a bjdd,� � mod. . yya-�— �unyq h2 c� J KCL y �cjo-.t-CLd S � UJ rfa t•d 019ZZcv098 uopna}suoO senboef eZv8o 8o 9L uef JAN. 15. 2D0$ MUM CUMMINGS,LANZA 6606443341 NO 6066 P. 2 ► ADMINIS7 RAMR'S DFITD f, HOWARD A. WILL.ARD.JR.,or Wctlicrvfickl,(:unrny:ticot,duly tlunlifictl and:iutlu►rimd Ildtninl raturuf tlw FTrxrn ovic)ltN D.WILLARD,lateorr-armington,(inuucticul(Yironlor j.fi►r the caluidexatiott ar TIVE:LVE THOUSAND, ONE IIUNVRI;D NINC mid S0/100 (111,109.50) DOLLARS,do hereby grant,bargain,sell and confirm unto KATHRYN MILLER, olSouth Windsor, Connecticut Mrantce')with ADMTNIS'IRATOR'S COVENANTS,any and all interest which may br a part Of the Estate of the said John D.Willard in and to a certain piece or parcel of land situated in the bo.a of South Windsor,County of Hartford and State of Connecticut,more fully described on Schedule A,attached hereto and made a part hereof. i Said premises art:subject to any and all Provisionsofany ordinance,munlc pal regulation orpublicorprimate law:declarations,restrictiotu,covenants and aasem ms ofrocord;any state of facts an accttcatc survey or Personal inspection ofthe Property might mvtmJ;and taxes owing to the Town ofSout]t Windsor on the List of October 1.2007, and themfter,which taxes the Grantee herein ass rues and agrees to Pay as part eonsidention for this deed. 6* Signed this L:E day of January,200& Witnessed by: ESTATE OF JORN D.WILLARD Howard A.WiEI�rJ,Jc.,Administrator STATE OF CONNL•CTICUT ) ss. south Windsor January/;,2D08 COUNTY OF HARTFORD ) The foregoing imirument was acknowledged before me this�Sday oflanuary,200E by Howard A. Willard,Administrator erthe E Le of John D.Willard. Edwa d A.2iw Commissions of the Superior Court Z'd MZZ£ti098 uopnilsuoo senboer eZ£w 80 96 Uef �N..JAH. 15. 2008 4:06PM CJMMIKGS, IANZA 8606443347 N0. 6068 P. 3 - SCHEDULE A. f 20 Pierce Road Being that certain parcel of land as depicted on a plan entitled:"PIot Plan, Prepared for. Kathryn A. 1V III 20 Pierce Road,South Windsor, Connecticut,Date:July 19, 2007, revised thru 12-21-07, Scale: 1"-40',By:Design Professionals,Inc." Beginning at a point on the easterly right-of-way line of Pierce Road,at its intersection • with the northerly right-of-way line of Ellington Road(Rte 30); Thence,N06025'33"E along the easterly right-of-way line of Pierce Road,237.95 fat to I a point; Thcnce,?Nr06°25'33`E along the easterly right-of-ivay line of Pierce Road.237.95 feet to a point at the southwesterly corner of land now or formerly Ronald C. &Shirley A. Stewart; 'fhcacc,S6G'3 7'02"E along the southerly property line of land now or formerly Ronald C.& Shirley A.Stewart,324.30 feet,to a point; Thence, S64°39'17"E along the southerly propem•line of land now or formerly Ronald C.& Shirley A. Steward,75.68'to a point; Thence, S65°57'57"E along the southerly property line of laud now or formerly Ronald C. &Shirley A. Steward,90.3 feet more or Iess to a point in the centerline of the Pudunk- River; ?hence in a southwesterly direction along the centerline meanders of tIre Podwil;River, 393 feet more or less to a point on the northerly right-of-way line of Ellington Road(Rte 30); Thcnce:N88*18'23"W along,the northerly right-of-way line of Ellington Road (Rre 30), 373.6 feet more or less,to the point and place of beginning. Said parcel contains 417 acres more or less. Said premises are also laaoazr as L073 Ellington Road,South Windsor as referenced in the Assessor's Records of said Town of South Windsor. Reference is also made to a Certificate of Devise dAted March 10,2004 and recorde"d in the South Windsor Land Records in Volurne 1152 at Page 60. G:Uobs:!741•.D".Tatat Parcd pre tsl,Irg010708.doe £'d MZZ£b098 uoP nilsuoo senboer eZ£80 80 96 uer JAN. 15. 2008 416PM CM1NGS, LAN1A 8606443347 N0. 6068 ?. 4 EXE(I TOR'S non 1,BARBARA WILLARD,ofSouth Windham,Cermecticut,duty qualiflod tutdnutl►orized Executor uflho ESTATE OF WILLIAM L.WILLARD,lato of South Windham,Connecticut("Grantor'j,for the consideration of FORTY-CICHT THOUSAND,FOUR HUNDRSD FORTY and 251100(S48444L2S) DOLLARS,do hereby grant,bargain,sell and canfinn unto KATHRYN MILLER,of South Wimdsac Connecticut("(3mmed")with EXECUTOIVS COVENANTS,any and all intamt whi ch tnay be apart of the Estate of the said William L.Willard it:and to a certain piece orpateel of land situated in the Town of South %V-mdso4 County ofl-lu ford and State ofConnecticut,more fully described on Schedule A,attached hereto And made apart hereof. Said premises are subject to any sad all provisions o fany er&nmce municipal regulation or publ is or private law,declarations,restrictions,covenants and eauments of record,any state of facts an accurate surveyor personal inspection of tae Property might reveal;and taxes owing to the Town of South Windsor en the List of October 1,2007, and thereafter,which taxes the Grant=herein assumes end agrees to pay as part consideration for this deed. Signed this 7'"day00anuary,2009. Witnessed by: ESTATE OF WILLIAM L.WILLARD. By: 1�J Balitam Willard,EFxccutor .srr�� i�• z i u STATE OF CONNECTICUT ) Ss. Wcthcrslield January�,2009 COUNTY OF HARTFORD ) The foregoing instrument was acknowledged before me this day of January,2008 by Borbara Willard,Executor of the Estato of William L.Willard. Edward A.Zito Commissioner of the Superior Court t�'d OLSZZ£V099 uoilonilsuoo senbour ezno 80 96 uer JAH. 15. 2006 4:06PM CUMMINU LANZA 8606443347 N0. 6068 P. 5 SCHEDULE A 3.. 20 Pierce Road Being that certain parcel of land as depicted on a plan entitled:"Plot Plan,Prepared for: Kathryn A.Miller,20 Pierce Road, South Windsor, Connecticut,Date:July 19,2007, revised thru 12-21-07, Scale: 1"a40',By: Design Professionals,Inca Begi=ing at a point on the easterly right-of-way line of Pierce Road,at its intersection with the northerly right-of-way lute of Ellington Road(Rte 30); Thence,N06025'3311E along the easterly right-of-way line of Pierce Road,237.95 feet to a point; Thence. N06°?S'3a"F. alone the easterly right-of-way line afPierceRoad.237.95 feet to a point at the southwesterly corner of land now orformerly Ronald C.&Shirley A. Stewart; Thence,S66°37'02''C along the southerly property line of land now or formerly Ronald C.&Shirley A.Stewart,324.30 feet;to a point; Thence, S64°39'17"E along the southerly property line of land now or formerly Ronald C. &Shirley A. Steward,75.681to a point; Thence,S65°57'57"E along the southerly property line of land now or formerly Ronald C.&Shirley A. Steward,90 3 feet more or less to a point in the centerline of the Podunk River; Thence in a southwesterly direction along the centerline meanders of the Podunk River. 393 feet more or less to a point on the northerly right-of-way line of Ellington Road(Rte f 10); Thence;N88°18'23"W along the northerly right-of-way line of Ellington Road(Rte 30), 373.6 feet more or less,to the point and place of beginning. Said parcel contains 4 77 acres more or less. Said premises are also known as L073 EIlington Road,South Windsor as referenced in the Assessor's Records of said Town of South Windsor. Reference is also made to a Certificate of Devise dAted Mauch 10,2000 and recorded in the South Windsor Land Records in Volume 1152 at Page 60. G:UObeU 7&I-Docs+7oiat Parcel pre wke bZO1070&doc g'd OLSZZCV099 uoipna;suoO senboer BMW 80 9L Uef JAI. 15. 2008 4:07PM MUMS, LANZA B606443347 V0.606E P. 6 STATUTORY FORM WARRANTY DEED WE.VIRCINIA NV.BAER.of Wetrlcs(ield.COIMCCiieUt,atting herein by HOIAn d A.Willard,Jr.under PuwvrofAttomcy dat.d Ju ly 2G,2007;PA RItl LLl A WILLA IiD Uc W INTlili,of llua ford,Massachux lls, acting herein by Howard A.Willard,Jr.tmdert,ouerofAttomcydawdJuly 33.2007;LINDA WILLAIiD GALLANT,of Plainvilrc COnncelicur,acting hcicin by!lots and A.Willard.Jr.under Power orAttornvy dated July 28.2007;PAL;191t S.WILLAR11,Jlt.,o1'1'uresivillc,Co:u1ccUctlt,acliog herein by I ttlwc•rd A.Winans,Jr.undt•r Puwcr of Allarncy daled 04.14,ber 10.2007;CAIL S.1VII.LA R1).ursWnh wincLsor. Conucctkut,avl6ty Iwrcin by Iluward A.Willard,It.undo'Putvt:r of/Utunlcy dal«1 August !,2007;and HOWARD A.WILLARD,JIt..Of WCUMS17jeld.Connecticut,Attomcy-in-FlIct us aforesaid and also acting for Ili ; indiriduH (Grantors), THOUSAND, for the t;pnsidcrativn of ONE HUNDRED SIA'TY-FOUR ND,FOUR HUNDRED 1r1FTY and 25/I00($I6a,450.29)DOLLARS,grant to ICATHRYN MILLER,ofSoutlt Windsor,Connecticut(GrsntM).WITH WARRANTY COVENANTS,a 73.089% 11410rest its and to a vLrtaitt piece a panel of land situated in the Town of South Windsor.Cotalty of flartford and State of Connectieul,mote fully described on:ichudtde A.altacllLd 114--rcio and gtadc:,part 11mor. Said Pronnises aresubja-ct 10 any and all provisions of anyordinance,municip,I regulation or publ ic'or pri vtue Iaw;declarations.restrictions,covenants and easements of record;any state of facts an accurate survey or Pcr=lal iitupection ofthk!Property tnightreveol;m d taxes owing to Vic Town orsoadt Wutdsor on the List of October I, 2007 and ther+ealle,wrtich taxes the Gamic�e herein assumes ara! aW"s to pay as part consideration for:ltis deed. IN WITNESS WHEREOF.Howard A.Willard,Jr.IUas hmunto January, set his hand this clay of 2008. With ed by; VIRGINIA W.BAER LA fly; Howard A.Willard,Jr. AS u� ( TO Her Attorney-in-ract _f'-' ALL PARIVIEL1A WILLARD VcWINT'ER By: I lloward A.Willard.lr. Hcr Attamry-in-Poet LINDA WILL%iitU GALLANT 11 .,� n By.A W� froward A.Willard.Jr. Hcr Attorney-in-Fact PALMER S.WILLARD,J9- 1 !J)•: •({J tlowAm ard A.Willard.Jr. t omcy-in-fact GAIL S.WILLARD Qy: - 14 Howard A.Willard,Jr. Hcr Attomcy-i n-Fact r):( Howard A.Willard,Jr. g'd OL9zaypgg uoipm1suoo senboer em80 90 9L uef ?'JA1. 15. 20G6 4:0IPM CUfAMINGS, EAN2A 8606443347 V0. 606E P. ] 4. % STATE QF CONNECU= ) South Windsor January IS,2008 COUNTY OF NARTFORD ) Personally appeared Howard A.Willard,Jr.,Attorney-ia-Fact for Ylr.03113 W.Baer under Power of Attorney dated July 26, 2007, duly authorized, signer of dic foregoing instrument, and admowledged the same to be his firse as and deed. Edw5rd A.Ziao Commissioner of The Superior Court STATE OF CONNECTICUT ) S L South Windsor *tmry is,20Us COUNTY OF HARTFORD ) Personally •!y sltpcarccl Howard A.Wlllat�rl,Jr.,Attorney-itt-Fact for t':iriuetia%Yatard D•eVYltrtcr under Power of Attorney dated July 21,2007,duly authorized,signer of ncc fon:gomg instrument, and acknowledged the same to,be his fi:a act and deed. Ulwa A.Zito ICY Commissioner a fTlie Superior Court STATE OF COIINL•CI'[CLrr ) , COUNTY OF FIARTFORD s;. South Windsor January 15.2008 ) Persona IyappcoredHoward A.Willard,Jr.,Attorney-tn-Facifor Unda Wiitard Callnnt under Power of Attorney dated July 28, 2007, duly authorized, signer of the foregoing inurement, and W*Mowledged t1to same to be his free act and deed. l_ Y CI • Edward A.Zito Commissioner of The Superior Court STATE OF CONNECTICUT ) :s<. South Windsor January 15,2009 COUNTY OF F ARTFORD ) Personally appeared Hor►ard A.W it lard,Jr.,Attoracy-In-Fact for Palmer$.Witlar d,Jr,un drr Power of Attorney dated October 10,2007.duly authorized,signer of the: foregoing ins rurnent,and acknowledged the some to be his fr.e act and deed. - EAIw rd A.'Lit Commissioner oMm Superior Court STATE OF CO 4NECTTCUf ) :s:. South Windsor January 15,20uis COUNTY OF 1 ARTFORD ) F=040 ily appeared Howard A.Willard,Jr»Attorncy4at-Fact for Gail S.Willard i nd er Power ofAtterney dated August 1,2007.duly authorized,sigrurof the foregoing insttume nt,and acknowledged the same to be J•is free act and dcee. tdw A.Zito Commissioncrof The Superioc Court . Ed OL MV098 uoP m1suoo senboer et;£80 20 9l ut:f JAy. 15. 2006 4:07PM CUMMINGS, LANZA 8606443347 NO.6066 P. 6 i STATE OF CONNECTICUC ) ss.COUNTY OF HARTFORb South Windsor January 15,2008 ) Personally ai:peared Howard A.Willard,individually.signer of the foregoing inmvment,and acknowledged the same to lxr his free act and deed- .. ....... r ( Jf �- Coromissioncr o f T is Superior Court Grantee's Mnilinq A idresl !� ( W/R-51 -<k7a� � — � 'Ah c,c l.o e A9 ��c9 Cep 9'd OMM1099 uopnilsuoo senboer BMW 90 9L M twamwJAN. 15. 2008 4:07PM CUNT! INGS, IANZA 8606443347 N0. 6068 P. 9 4 SCHEDULE A 20 Pierce Road BeinJ that certain parcel of land as depicted on a plan entitled; "Plot Plan.Prepared for: Kathryn,A.Miller.20 Pierce Road,South Windsor, Connecticut,Date:lulu 19,2007. revised thru 12-21-07,Scale: 1"=40',By:Design Professionals,Inc." Beginning at a point on the easterly right-of-way line of Pierce Road,at its intersection with the northerly right-of-«,ay line of Ellington Road(Rte 30); Thence,N06°25'33"E along the easterly right-of-way line of Pierce Road:237.95 feet to a point; Thence,N06°25'33"E along the easterly right-of-way line of Pierce Road,237.95 feet to a point at the southwesterly comer of land now or fomierly Ronald C. & Shirley A. Stew-art; Thence, S66°37'02"E along the southerly property line of lend now or formerly Ronald C.&Shirley A-Stcuvi ,324.30 feet,to a point; Thence, S64 a9'1 TT along the southerly property line of land now or formerly Ronald C.&Shirley A. Steward,75.68' to a point; Thence, S65°j7'57"E along the southerl y property line of land now or formerly Ronald C.&Shirley A. Stewwd,90.3 feet more or less to a point in the centerline of the Podunk Ritter, Thence in a southwesterly- direction along the centerline meanders of the Podunk River, 393 feet more or less to a point on the northerly right-of-way line of Ellington Road (Rte 34); Thence;A'B8°i 8'23'`W along the northerly right-of-%vay line of Ellington Road(Rte 30). 373.6 feet more or less,to the point and place of beginning. Said parcel contains 4.27 acres more or less. Said premises are also kno'%m as L073 Ellington Road, South Windsor as referenced in the Assessor's Records of said Toum of South Windsor_ Reference is also made to a Certificate of Devise dated March 10,2000 and recorded in the Smith WindSnr Land Records in Volume I 1 a2 at Nee 60. I Mobs 1741I-Duiv 1 utar fair]pie wk Ire-0 10708 d,k 1 6'd Ot9ZZ£b098 uo.}on�}suo� senboe� eX80 80 9t uer ' _ a a ii-ietery- Town of jungm.n tr Brook G j W- r 1,Y-,_ Oe 4/ COUrSe Lit 1�,� IjI j-9 TWO04 Do! I-'r-Ad T A X fryer `1 To n'bf m r 1:t� I' S --- I I.R. TO BE SET I P_,nliil1,-. N/F A. P e SHIRLEY A. STI- RONALD C. & WART 4 ft,• PC. 003) LL (VOL. 65, 4� 1 t-r . n d 14fl) '74 '.,Town of 'non X76.2 Ner, Y" dive IV66. ArpRil. I II 75.17 f- PIL L e4rh, II I d Ex. BIT. DRI,/E 1b' vi ;U 74.89 0 r fig, �Vj R z rV :1 Ilk. X782 LIMITS OF CLEARING C6 �0.0 41 W I X78.76 X73.4 No zg, PT 1:1r.11reen A&Ma%W W 1 .9 CO C11 ANP REVIEW AREA • GAP 9 St �.Stnith _.t N V ale 918- c) FG�"G• C'q 9.6 X7�5 t- 0 27 B okl9nd P q 9.25 1P z ell, TO G HOUSE k EXIS77N 72.7 Hills 80.2'0 X74 8 I.R..WrIBE SET NN at 52.! Gemete -7 IS C) sumbav� �,,F 16.7' I M� 'Id ownat '! .0 E; r Pod* • no loodbfidge St em 1.0 cemetery IV X_1.5 'Oroq� w7F 2- �CI- - 'd-� $ 4-0E E�- taoml W/F N N / �/ / allty #11404 C::)PROPANE _j 'vTEQ X72.0 y 0 2007 NA. J_ TANK\VF-40,37-1 1 7695 00 LOCATION PLAN I R. TO BE ET lk I X70.3 bb #95 W/F 3 - - ?, W/F#93 V #0 W/F #D-4 W/F#92 /A 2. C:) II 1 cn /W/F#102 W/F#1 W/F 1.�. T SET CD /F#3 #/F#A-1, BY o OF W/F W/F#8 4A W/F#39 P ROFF 0;;, A 43 W/F#A 75 X68.8 It 5�S 0 a), 41 W/F W/F#6 sti;Ocl;,�, QC Y\ 66-6,3 15" RCP W/F #41 W/F P8 -WA#'I 206;�gy %ov W/F#A-4 00 //VV'6 2_31 W/F#42 W/F#10 /Aiv. 8-7(7.2', If ely tp W/F 2 6 61, .. FLOOD ZONE X 10 W) 66�61 7,5 k. 32 INV.'68 7 A 20 3*7(&- W/F#44 W/F#7 If W/F 1 Q / / [�Y / & ti W/F#37 W #43 W/F#15 #13 /07 v / / / W #45 W/F#46 W/F#14 FLOOD A- --- ,'< / II Zq�&4X 1�'/- FLOOD A:) W/F#8 Q� PARCEL4TOSBE GRANTED TO ZONE AE If TOWN F SOUTH WINDSOR W/F#25 1�1 W/F If CD 3,257 S.F. W/F#26 /F#1�<� W/F#38 0,075 AC. W/F #11 W/F#9 LOT AREA / j � / _ �000 /// / / EKING)WA#16 EXCLUDING PROPOSED AREA OF T II 0,II If Wier#27 182,563± S.F., 4.19± �C. icqo (WAj) z #10 X11 < 62 W/F#17 FLOOD w i II If W/F#28 ZONE X Zi Q W/F#35 = IIIf ru N/F W/F J20 1 G \,s,ER*10 0 CONNECTICUT LIGHT & POWER\ �1 U_ II W/F#19 (VOL. 115, PG. 264) Cn wJr#18 LIMIT OF WETLANDS AS FLAGGED BY W/F#30 L#32 REMA ECOLOGICAL SERVICES, LLC. 300' RIGHT-OF-WAY II I ICIV 170 W/F#31 ANPARY, 2000 AND FIELD LOCATED BY MEEHAN & GOODIN I .1 - :2 W/F #.- W/F#13 W/F#17 20 S.Y. I II 50' F.Y. FLOOD W Z C'v z 0 ZONE AE 0 r, WIT# /U N W/F#1� xgn,/ imin W #14 0 tE&1;76 0 0 W/F#95 co-V _j L� W/F#12 3 0 N88"18'23' N88"18'23oW 1111111.................. W/F#4 CO->Ct 1162.;e U-1 If W/F#8 60,15' 1 9,62' W/F#10 ► ...... if �: ,O 4C W/F #3 W/F C.H.. . If I.. TO BE SET W/F#7 FLO9D_70tiEX #2 11 W/F#9 7,1. It 348.48' R T E T poCe el,370 FBI i H�M&R K /A, C 6 T5 9' ,92 x S88018'23'E > W/F EX. HEADWALL 11 W/F#1- 4�9O-7/' -TO -C.H.D. C.H. 15.51' -60(78� - - - - - - - - - -\\� :6 - - - - - - -ER;mA - - - - - -W- - - - - -6PPROX. LOC. 12" WATER MAIN (7 -SW _,N . . . . . . . . . . . - - - - - - - - - - - - -W- - - - - - - - - - - - - - - - - - - C& :69 WV.66-91 8" PVC '0111A Criflr OF so Ne) pp?!RO)(-f MAN Lup6m -G- -G- se 0* ELLINGTON ROAD 0?TE 30) /NV EXIST. 7STMAIN - - - - - - - - - - - - - - - SNE e,S4fjy r C:u-- - - - -G- ?,C) 12,34 (a) :6,5 1� G�o 6e' �4fH .69 SSE /N� $41 .70A, NOTES- LEGEND 1. HORIZONTAL DATUM IS NAD 83. VERTICAL DATUM IS NGVD 29. 2. UNDERGROUND UTILITY, STRUCTURE AND FACILITY LOCATIONS DEPICTED AND NOTED HEREON HAVE BEEN COMPILED, IN PART, FROM RECORD MAPPING SUPPLIED BY THE RESPECTIVE UTILITY COMPANIES OR GOVERNMENTAL 0 EXISTING IRON PIN AGENCIES, FROM PAROL TESTIMONY AND FROM OTHER SOURCES. THESE LOCATIONS MUST BE CONSIDERED AS APPROXIMATE IN NATURE. ADDITIONALLY, OTHER SUCH FEATURES MAY EXIST ON THE SITE, El EXISTING MONUMENT THE EXISTENCE OF WHICH ARE UNKNOWN TO DESIGN PROFESSIONALS, INC. THE SIZE, LOCATION AND EXISTENCE OF ALL SUCH FEATURES MUST BE FIELD DETERMINED AND VERIFIED BY THE APPROPRIATE AUTHORITIES EXISTING UTILITY POLE PRIOR TO CONSTRUCTION. CALL BEFORE YOU DIG 1-800-922-4455. EXISTING CATCH BASIN AND PIPE 3. PROPERTY IS LOCATED IN THE RURAL RESIDENTIAL ZONE (RR). -0- -s- EXISTING SANITARY LATERAL AND CLEAN OUT 4. PROPERTY IS LOCATED IN BOTH FLOOD ZONE X AND FLOOD ZONE AE AS PER MAP REFERENCES #2. C.O. 5. THIS PROPERTY PREVIOUSLY IDENTIFIED AS 27 PIERCE ROAD. ADDRESS CHANGED TO 20 PIERCE ROAD BY THE TOWN OF SOUTH WINDSOR IN SEPTEMBER 2007. = =(S)-- EXISTING SANITARY MANHOLE AND PIPE -W EXISTING WATER MAIN AND HYDRANT SURVEY NOTES: --330- EXISTING CONTOUR MAP REFERENCES: 1. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 X61.95 EXISTING SPOT GRADE 1. PLOT PLAN PREPARED FOR KATHRYN A. MILLER 20 PIERCE ROAD, SOUTH WINDSOR, CONNECTICUT SHEET 1 OF 1 DATE: JULY 19, 2007 REVISION: OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE A A A INLAND WETLANDS 12-21-07 SCALE 1 INCH = 40 FT. PREPARED BY DESIGN PROFESSIONALS, INC. OF CONNECTICUT, PREPARED AND ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC., SEPTEMBER 26, 1996. 2. FIRM FLOOD INSURANCE RATE MAP TOWN OF SOUTH WINDSOR, CONNECTICUT HARTFORD COUNTY PANEL 7 OF 13 MAP NUMBER 0900360007E TYPE OF SURVEY IS AN IMPROVEMENT LOCATION SURVEY - RECORD - AND IS INTENDED TO DEPICT THE LOCATION OF MAP REVISED DECEMBER 16, 2005 BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY. IMPROVEMENTS RELATIVE TO PROPERTY LINES. THIS IS A DEPENDENT RESURVEY BASED ON MAP REFERENCES HEREON. ♦Z-<X REVISIONS HORIZONTAL ACCURACY MEETS CLASS A-2 STANDARDS AND VERTICAL ACCURACY MEETS CLASS T-2 STANDARDS. Tel. 860-291- 8755 PREPARED FOR: SHEET 0 11 11 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE Fax 860-291- 8757 > GRAPHIC SCALE WROVENEff LOCAMON PLM &*" ATHR YN A. MILLER m INFORMATION. ALL EXISTING UTILITIES SHOULD m BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 40 0 2 1 0 4 1 0 810 esign 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD ==mmmmIII1 BY A LICENSED LAND SURVEYOR PRIOR TO IN FEET ) �JJlartals DESIGN:- DRA WN:MHA mEmm- LI?G 20 PUERCIE ROAD CONSTRUCTION. 12327 1 inch 40 ft. civil Ei traffic engineers surveyors JOB NO.: 1761 DATE. 7,122108 3. THIS PLAN IS INVALID UNLESS IT BEARS THE landscape architects • planners-gis-gps I I ° II IMPRESSION SEAL AND ORIGINAL SIGNATURE LAWRENCE R. GEISSLER, JR. LIC. No. SOUTH WINDSOR-9 CONNECTUCUT 1 4 -�z Q'74 X 7 3- .4�- , PO Box 1167, South Windsor, Connecticut 06074 DRAWING NO.: jobs 1761�Survey--AsBudt 1761 A sBuilt.01wo OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY 11 NOTES: 1. HORIZONTAL DATUM IS NAD 83. VERTICAL DATUM IS NGVD 29. tow"=,tr li ) f t` x76•� 2. UNDERGROUND UTILITY, STRUCTURE AND FACILITY LOCATIONS DEPICTED AND NOTED HEREON HAVE BEEN COMPILED, IN PART, FROM RECO110 y MAPPING SUPPLIED BY THE RESPECTIVE UTILITY COMPANIES OR GOVERNMENTAL AGENCIES, FROM PAROL TESTIMONY AND FROM OTHER SOURCES.+ X�5.g9I I,R. TO BE SET EX• SHED N/F THESE LOCATIONS MUST BE CONSIDEREQ AS APPROXIMATE IN NATURE. ADDITIONALLY, OTHER SUCH FEATURES MAY EXIST ON THE SITE, THE x 11 ) EXISTENCE OF WHICH ARE UNKNOWN TO DESIGN PROFESSIONALS, •< �° •SOUTH WINDSOR,CT 0607a INC. THE SIZE, LOCATION 1540 SULLIVAN AVENUE AND EXISTENCE OF ALL SUCH FEATURES MUST �HOSox•c°�e TELEPHONE(860}64425J.1 11 ) SNET #3t63 \ RONALD C. &♦ , -78- t ,,X7g.5 SHIRLEY A. STEWART FIELD DETERMINED AND VERIFIED BY THE APPROPRIATE AUTHORITIES PRIOR TO CONSTRUCTION. CALL BEFORE YOU DIG 1-800-922-4455. PAD(SEE N , i i i (VOL. 65, PG. 003) 3. PROPERTY IS LOCATED IN THE RURAL RESIDENTIAL ZONE (RR). 11 / PROPOSED BIT. DRIVE , 4. PROPERTY IS LOCATED IN BOTH FLOOD ZONE X AND FLOOD ZONE AE AS PER MAP REFERENCES #6. x7S.4 41 ♦ t� 5. THIS PROPERTY PREVIOUSLY IDENTIFIED AS 27 PIERCE ROAD. ADDRESS CHANGED TO 20 PIERCE ROAD BY THE TOWN OF SOUTH WINDSOR IN September 25,2007 )'1 4 + + SEPTEMBER 2007. \\ 6. CONTACT PERSON IS KATHRYN A. MILLER. Kathryn A.Miller ll /( 169 Natsisky Farm Road 1 I✓ PROPOSED`CRAVEL \ South Windsor,CT 06074 0 ll f .``� DRIVE MAP REFERENCES: 1. PLAN PREPARED FOR WILLARD RESTORATIONS, INC. CORNER OF ELLINGTON ROAD & PIERCE ROAD SOUTH WINDSOR, CONN. RE: Appl.407-46W-Miller Site Plan,27 Pierce Road a 11/ ) / 1 1 �� ) / d�� � 1 I i;- •..'�.. .. _ �\ \ \ .\ - _ ` �\ .t � _ PROPERTY/BOUNDARY & TOPOGRAPHIC PLAN SCALE: 1"=40' DATE: JAN. 20, 2000 SHEET N0. 1 OF 1 PREPARED MEEHAN & GOODIN. Dear Ms.Miller. 2. SANITARY SEWER CONSTRUCTION ELLINGTON ROAD AREA SOUTH WINDSOR CONNECTICUT ELLINGTON ROAD STA 59+00 TO STA 72+00 At the September 5,2007 regular meeting, inland Wetlands Agency/Conservation ! 11 ) -C1 - �� I a / LIMITS OF\GEARING _ _ `t `t --60, / DATE: SEPTEMBER 1976 SCALE: 1"=40' HORIZ; 1"=4' VERT. SHEET NO. 6 PREPARED BY JAMES P. PURCELL ASSOCIATES, INC. A 9 9i .�.`..- o N - Commission approved application#07-46W-Miller Site Plan-27 Pierce Road-Inland 1 - i`r t '- _ 0 27.0 , r , :- ` - - ` t 0 "_ Wetland/Conservation'Commtsslon application for a site tan far a residential house,barn and 111 � %U u= ` I •...•...'• ` \ t ` t X `�' 3. TOWN OF SOUTH WINDSOR RECONSTRUCTION OF PIERCE ROAD PLAN - PROFILE SCALE 1 -4 V DATE SEPT. 1974 SHEET No. 8 OF pp p +x ' +6.0 , , ...Z.,. t t tur RE tev aaE� 26 PREPARED BY GRISWOLD & FUSS, INC. paddock and associated improvements on property located northerly or Ellington Road and lr C7 / t , n"' ♦ t L k easterly of Pierce Road.Rural Residential(RR)zone. ( 1T7 �C 0 �9 2. 3' ^' ` t tt ` �62, _ J )) � (� �w 2t.67' t � � L . - ` • / 4. MAP SHOWING PROPERTY OF HOWARD WILLARD JULY 16, 1956 BY PETERSEN & HOFFMAN. f A FF:80.25 Q t 20.0 �` t t t This approval is subject to time following conditions: 11 Y�� GAR 77.25 / t i \\ I.R tBE SiF�T\ \ `t t i, 5. PROPERTY OF HOWARD A. WILLARD TRUST. SOUTH WINDSOR, CT. SCALE 1"=100' APRIL 1968 BY CLOSE, JENSEN & MILLER. t \`I O 4.5 �t + 5;2 I t ` �_ t t tt tt \ �� -64- _ 1. One blueprint copy of the entire set of plans and this letter reproduced thereon,must be ' 1 1 - / 6. FIRM FLOOD INSURANCE RATE MAP TOWN OF SOUTH WINDSOR CONNECTICUT HARTFORD COUNTY PANEL 7 OF 13 MAP NUMBER li )` �7 ' Vl 6.66' ~ �` , I `� o ` ~♦ t ` t / ' 0900360007E MAP REVISED DECEMBER 16, 2005 BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY. submitted to this Commission. This must be completed within 65 days of approval priory/ ' ll ) , , 1 53.02 /y t5 0. _ _ _ _ _ _ t •'-: �� ♦ 6_ - t 1� t t ' , , // / / to any construction activity on the site. Plans submitted to Planning&Zoning i t I r p CO o l t ` Commission shall be considered having met this requirement. 11 ) I +^ INv:68.83 2%0• o ` >4� \ 1 64"fig ` `66 2. The application shall indemnify and hold harmless the Town of South Windsor against A �� 1 (✓ , ' ,' / any liability,which might result from the proposed operation or use. 11 ) I W� #1�+�,�- 1 _ >ao-w ❑ _ PROPO.S.yc ORSE I ,x / / / SEEDING SCHEDULE +, / tip.... A�.TUI�GT r636:h S. 3. The permit is valid for five years and shall expire on September 19,2012. It 1s the ) 6g3 _ _ _ _ _ _ _ _ _ _ ' "" -,.. _ _ , / � ♦ / ALL DISTURBED AREA NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH A 4 MINIMUM OF landowner(s)/appiicent(s)responsibility to track expiration dates and notify the ll gq N 2 / 60,� �645 ' ,' I,R, TO BE ET ( x73. � � / r / i , � � � l / TOPSOIL, SEED AS INDICATED BELOW. CONDITION 5011 WITH FERTILIZER APPLIED AT THE Commission of a renewal request at least 65 days prior to expiration. / W/F f0-3 X ,3 SILT FIMCE (TYP. GQ - ❑ 1gs /// RATE OF 300 POUNDS PER ACRE OR 7.5 POUNDS PER 1,000 SQUARE FEET USING 10-10-10 4. Ail approvals required must be obtained and submitted prior to an activity on the site. S Tc' sM # w !s3 OR EQUIVALENT. IN ADDITION, 300 POUNDS OF 38-0-0 PER ACRE OR EQUIVALENT OF SLOW pp q y y /N:S 22 ( o , / W� W�.>�-+ /jCbg 6 0� - _ _ % w/F fs2 �, o\ �6. o�� RELEASE NITROGEN MAY BE USED FOR TOPDRESSING. APPLY GROUND LIMESTONE (EQUIVALENT 5. A contact person Shall be identified on the plans. IN(S) AT EX. ll 42 ) cot/ / ❑ `� F� , '� ♦`S�'$ TO 50 PERCENT CALCIUM PLUS MAGNESIUM OXIDE) AT THE RATE OF 3 TONS PER ACRE OR 135 (INSIDE DROP TO M J f102 ,�CoB , ) a, � W/F>ri W� �- , / � , ' � � t�. T B sET � POUNDS PER 1000 SQ. FT. 6. Footing drain will be relocated to avoid pocket wetlands. ICE CONSTRUCTED) 11 ) i W / X7 p,3 w/F / _ / '�/�f"1, ' 7. Maintain a minimurn of a 25 foot non-disturbance buffer from the wetland boundary ��'� ,'' / �.\` �O(� . �� PERMANANT VEGETATION COVER adjacent to the pasture. 11 W/F w/F / rFM�REryA ECW��4 + /,p / �N SEEDING DATES: APRIL 1 TO JUNE 1 AND AUGUST 15 TO SEPTEMBER 1 8. A manure control plan must be submitted to the Town. )� ) wa s W pRO�E Z00'q/q AS '' �, / KENTUCKY BLUEGUSE THE RASS SS MIXTURE:NG 45% S/p Np SE W/F fA PROPOSED a NA�s / '� CREEPING RED FESCUE 45% 7g P ll )INV(F):69.47 I w� INC S OAS, <<C Y , / / ,tioj / �� PERENNIAL RYEGRASS 10% /N £ w/F f40 68. Ep r ' rl APPLY 1 POUND PER 1,000 SQ. FT. OR 45 POUNDS PER ACRE. WOOD CHIPS SHOULD BE APPLIED Ek 68s3 = 15" RCP w�'w►1 w f11 /2' •2Q Y DES / W� -4 5`J3 °� AT A RATE OF 500-900 POUNDS PER 1,000 SQ. FT. OR 10-20 TONS PER ACRE. >x• cg )) �= w/F fee Q� / / , � / `N/ 68 A.. . ,. Ev _ W/F f42 W/F yt0 /, INV•'sa.7 7.5,, i u („ �/ TF=68 J W/F ant - FLOOD ZO x PASTURE AREA: HORSE PASTURE SEED MIXTURE 6g fls.. )1 „ /NV 2.32 p / < �2h5.49 W/F f44 / © W/F� / / / V/ / ` ~ ' "- P 40% (� _ TALL FESCUE ( 5NF FORAGE LOW ENDO HYTE) )" W/F#0 w/F f15 W/P#13 I b // v / v/ °� �`'/ PERENNIAL RYEGRASS ("TONGA"- TETRAPLOID) 10% 9. Reinforce silt fencing with hay bales or wood chips. 11 "I ) w/F f37 W OOD / f � p I / / LANDING CLOVER 10� _ ) W/F f+g w/F f14 Z / �� ! ORCHARD GRASS ("TEKAPO") ° Very truly yours, )' fir , FLOOD /"J _ / I / SMOOTH BROME 20% W� ZONE AE / / f� ( ll It I PARCEL (�0 BE GRANTED TO cFP�rjF / G�^p"� v -��1 �P� / APPLY 35 POUNDS PER ACRE. +��� r„ �j' W/F fzs �c" W/F / / Q �"�/ rL / ti �/ / / AT A RATE OF 500-900 POUNDS PER 1,000 SQ. FT. OR 10-20 TONS PER ACRE. Elizabeth A.Warren,Chairperson �+ t(u TOWN F SOUTH WiNDSOR INLAND WETLANDS AGENCY/ �) I rr o 3,257 S.F. W/F f26 W�#1 � W/F fs LOT AREA / CONSERUA7rtQ i'COMMISSION rb, oo f WIF 0.075 AC. W x+1 / _ , TEMPORARY VEGETATIVE COVER u ru I I 1 W (EXCLUDING PROPOSED AREA OF •'IAKING) � �1'( „ �w 1 / 0, W/F f27 , f18. 182,563E S.F., 4.19f � / ER ~ SEEDING DATES: MARCH 1 TO JUNE 15 AND AUGUST 1 TO OCTOBER 1 CC:Chief Building Official a )r, �;) JD �, / / / / �'t� '� , ANNUAL RYEGRASS 100% Fill if �( s T 62 1 ���r'� +U W� W/F y17 °�� / �N�\\`\E / I FLOOD W APPLY ONE POUND PER 1,000 SQ. FT. OR 40 POUNDS PER ACRE WITH ANCHORED HAY MULCH / R O oR� ZONE X N, AT 2 TONS PER ACRE. w I W/F f35 ` W�#29 �,9°/ �EN� P 0 N/F I o CONSTRUCTION NOTES CERTIFIED MAIL 7004 2510 0003 9803 4718 11 �� v) � �/ CONNECTICUT LIGHT & POWEF� � I W/F#19 ` / ( a{ ( / (VOL. 115, PG. 264) + 1. ALL EROSION CONTROL MEASURES WILL BE CONSTRUCTED IN ACCORDANCE WITH THE "GUIDELINES FOR SOIL 91 W/F f33 �W 2 W/F#30 4 os LIMIT OF WETLANDS AS FLAGGED BY / I ��/ 300 RIGHT-OF-WAY ` I EROSION AND SEDIMENT CONTROL BY THE CONNECTiCUT COUNCIL FOR SOIL AND WATER CONSERVATION. H 11 r /F t3 t REMA ECOLOGICAL SERVICES LLC. - ul I '/ 2. ALL EROSION CONTROL MEASURES ARE TO BE MAINTAINED OR REPLACED DURING CONSTRUCTION AS NECESSARY. I AN�IARY, 2000 AND FIELD LOCATED BY MEEHAN & GOODIN / J x I �' �1 ( w/F f34 w�'►31 S S.Y. I/ ^` FLOOD , I 3. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF ALL SEDIMENTATION AND EROSION CONTROL MEASURES 50' F.Y. W/1 f13 W/F f17 //2�. �rL w z ry N�4+ `� � u Z.o SHOWN ON THESE PLANS. THIS RESPONS1BiLIlY INCLUDES IMPLEMENTATION AS WELL AS MAINTENANCE. ANY g � ! 1�t12 ��Zr� CUG�:c�O�i � " w/F f+ ,� - / / nt/ry/ ZONE AE $�Q � PROPOSED CHANGES TO THIS PLAN MUST BE APPROVED BY THE ENGINEER AND/OR THE PROPER LOCAL TOWN a ) w/F fi¢ �- P0[" o o AGENT. 'Y'�'O •N��� 1540 SULLIVAN AVENUE SOUTH WINDSOR,CT 06074 ll 4 w/F f i •1 / - / �' #I>3 ,i++a 4. EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE INSTALLED PRIOR TO CONSTRUCTION, WHEREVER sos c� TELEPHONE(860)644 2511 o r i w�s2 / F, / C[&P t POSSIBLE. N88 18 23 W jrr N88°Zg183•W W/F p ���/ o��A / �Cv #sz¢g 5. AREAS TO BE LEFT BARE FOR MORE THAN 15 DAYS SHALL BE TREATED WITH AIR DRIED WOOD CHIP MULCH November 16,2007 60.15' ll '� 9.62' W�'� 'Q / 1 OR SEEDED WITH PERENNIAL RYE-GRASS UNTIL FINAL GRADING AND STABILIZATION IS TO TAKE PLACE. w/F f10 w F100o W/F N3 \ / / o0 `Q' 6. ADDITIONAL EROSION CONTROL MEASURES SHALL BE INSTALLED DURING CONSTRUCTION IF DEEMED NECESSARY LONE AE WIF#2 / U7/ L.H.D. II 1 I TO BE SET "' --� /� / pater / OR ORDERED BY THE PROJECT ENGINEER OR THE PROPER LOCAL TOWN AGENT. OOp ZONE X "''/ w/F+� W/F f7 , �• . --- --` ' ""- "` ._.__.. �- . #r3to i' 7. FROZEN MATERIAL SHALL NOT TO BE USED FOR FILL NOR SHALL FILL BE PLACED OR COMPACTED ON FROZEN Mr.Galca B.Scmprebon,P.E. SMH ,- _ _ �- 0 -- �-.- .��. ....�.��.. 348,48 �. '� �I,R T 'lE T �H MMK - / lNv 2r2 5 - _ - - - PVC , 617,59 / P.K. ELEW66.s3 GROUND. Design Professionals,Inc. s232 rr - - - - - _ - _ S S88°28'23'E I/ - - � 8. SANITARY LATERAL AND WELL MUST BE STAKED OUT PRIOR TO EITHER BEING INSTALLED. 425 Sullivan Avenue rr - _ _ - -- - - - - - - _ EX. HEADWALL '- - - South Windsor,CT 06074 �/ ��� / �?oG �/FXs92 \ w �- - - -\\^ _ ` _ - y - - _ - _ _ _ - - - _ - - 15.51' W/F - - 449.07' TO C.H.D. NV sectg a - ` ` - - - - -\ - -W- - - - - - - - - - -Q- - - - - - - - - WIDTH VARIES Ke:Opprovaierce Road,l to South Windsor,CT /NV,s5.@S�,tB'Nf� ��- ` ! - YJM� W),k - - - -W- - - _ _ APPROX. LOC. 12_WATER MAIN _ - _ - - - - SURFACE COURSE-BITUMINOUS _ _ - _ ' - - - - - - -W- CONCRETE, CLASS 2 1-1/2" Dear Mr.Semprebon: / 9 g/ `" \Arc - 8" PVC RISE AS/DIRECTED� OR I IIlN:665 - - The South Windsor-Water Pollution Control Authority,at its regular meeting of November 7, 2007, ' Nv ss s(/2 M,tN��~ ' ' i ks - -' -' - ` _ - - -- - approved•4he application as-presented.for a proposed residential home located at 20 Pierce Road,South / jl 3s<t 2%v Rox�`o�W 3�� PROX, COCANoff ` �`� err aF eon 6 � - --_-- - - y Se ' ` ` - ` ` ` ` ~ Y _- _.UP G- -G- - - - - - --- ._. - �- -_ ._ � _ ISLLINGT'rO.1V ROAD (I�TE 34I Windsor-,'CT- for boiuTection to the Town's sewerage system;and as more specifically shown on plans / �� APQi v�� AP FpRCE�l' _ _ -rp� - �``"�� A PVC NET #236 i --G-^ -- - - EXIST. GAS MrVN - - - - - "- - - - - - - - � OF _ - - - - - - - - - - - - -_ �� entitled "Kathryn A. Miller, 20 Pierce Road, South Windsor, Connecticut"; prepared by Design r --- SNEt fX 3 - - -�FS -Job G:\jobs\1761\1761 base.dwg; dated: July 19, 2007, with Revision Dates: 9-13/07, 10-8-07, This .�" 36 FX >3 SN �2ga approval was subject to the following conditions: - ��NG� I SHE=#238 '" �X S�ti • Q `' sg ss ' �- GRAVEL BASE 8" DEPTH AFTER COMPACTION 1. Technical approval of the Town of South Windsor Engineering Department; G� 'I ' //Ny.SD41 p PLACED IN Two COURSES 91 CROSS SECTION 2. Final Authority approval and acceptance of the sanitary sewerage connection will be given 1 S)_AnOV once the sewer line has been installed and inspected by the Town staff, and based upon the2� - A/ BITUMINOUS CONCRETE DRIVEWAY written verification of the Town staff that said sanitary sewer line was installed in substantial SN N VNK N.T.S. conformance with the design plans approved by the Authority, and meeting all Town i �/-`'' r- gula tons and app:wpr late tephnlcei.Specifications relating to sanitary sewer construction. This approval letter must be superimposed on the final approval plans. ANCiE POSTS 1.SET POSTS AND 2.STAPLE THE SILT Very truly yours, GROUT AND SELF- PROVIDEABIEXCAVATE A 8'xS' TRENCH FENCING TO THE 51 UPSLOPE PDST UPSLOPE FROM POSTS, SILT END OF THE POST FOR STABILITY FENCING CLEANING. LEGEND ENCASEMENT ENNMI IBLE JOINT crcrcr 0013000 95 WITHIN 6 OF CONCRETE 12" MIN. OD00011 Joseph I.Canino,Chairman O O D�i D 6" CT D.O.T. 2" STONE TO BE PLACED l Water Pollution Control Authority EXISTING IRON PIN - Z 000}lj'a0 OVER FILTER FABRIC MATERIAL 000 OD ICicad EXISTING MONUMENT 1300000 REMOVABLE � DOD O O ca: Michael J.Gantiek,Director ofP.ublic Works = = EXISTING CATCH BASIN AND PIPE PLUCGHANICAI DOD Do Jeff Doolittle,Town Engineer = =( = EXISTING SANITARY MANHOLE AND PIPE TEE: 000 0 0 3.ATTACH FILTER FABRIC TO 4.BACKFlLL THE 000 OD Marcia Banach,Director Of Planning MANHOLE !CR" FILTER THE TO THE POSTS AND EXTEND TRENCH AND COMPACT 0930 D D FABRIC 17 INTO THE TRENCH THE EXCAVATED SOIL Chris Dougan,Chie£Building Inspector -ETC- PROPOSED ELECTRIC/TELEPHONE/CABLE SERVICE DROP PIPE SHALL BE PVC abdha. utLkL A13130 0 D D FLUSH WiTH INSIDE OF - _ EXISTING WATER MAIN AND HYDRANT MANHOLE BARREL, FASTENED pyG ggpyq � EDGE OF PAVEMENT BAMLLL To WALLWITH 1 1 2" x 10 P. SCREWP4W -- S - SANITARY LATERAL STRAPS sPS AND STE L THRU STREET sTizaPs AND 2 1 2' s7aNLESSSri EL ` \ - W- WATER LATERAL SH BE SPACED OLTS. STRAPS `'���" ,�TI-TRACKING APRON FEESHALL BE SPACED EVERY 4 - F-FOUNDATION DRAIN MINI WITH A z STRAP MINIMUM. N.T.S. - r -339 - EXISTING CONTOUR A.VC qqr . , CONSTRUCTION OF SYNTHETIC FILTER BARRIER -- -- PROPOSED CONTOUR °` CONivtr''�'' SURVEY NOTES: x6t9s EXISTING SPOT GRADE As•p ra "'r yl, OF. F r N.T.S. -300b-20 x6t,9s PROPOSED SPOT GRADE s zN 0 GA STAINLESS STEEL 1. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20 I/2' Ca��o7m �Me? `` 4 c •�CTr-° (NOTE: SILT FENCE TO BE REINFORCED WITH OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE SURFACE DRAINAGE FLOW DIRECTION ciiOLIT'FILLET CHANNEL TO �CONSTRUCT CONCRETE '� HAY BALES OR WOOD CHIPS.) AND ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC., SEPTEMBER 26, 1996. ry, - .z © ' OF CONNECTiCUT, PREPARED DIRECT FLOW. ANCHOR SECURELY. - EXISTING TREELINE e.'` �' ' TYPE OF SURVEY IS A BOUNDARY & TOPOGRAPHIC SURVEY - RECORD - AND iS INTENDED TO DEPICT THE LOCATION OF � 1 PROPOSED TREELINE r..:_...� IMPROVEtv1tNTS RELATIVE TO PROPERTY LINES. "';• • �? ? 72 .:Vie - - - PROPOSED EASEMENT BOUNDARY °s • ''p is a;: �, - ., ": � ' � ® \��; APPLICANT OWNER THIS IS DEPENDENT RESURVEY BASED ON MAP REFERENCE #1. , • e KATHRYN A. MILLER HOWARD A. WILLARD, JR. - STANDARDS. A A -- REGULATED AREA SANITARY MANHOLE INSIDE: DROP N ot1R °''°` ° ,,`t HORIZONTAL ACCURACY MEETS CLASS A-2 STANDARDS AND VERTICAL ACCURAC�MEETS CLASS T 2 STAND • INLAND WETLANDS TYPE 1 169 H WIN KY FARM ROAD HE MAIN STREET N.T.S. ���„ SOUTH WINDSOR, CT 06074 WETHERSFIELD, CT 06109 -------- SILT FENCE PH: (860)644-6220 PH: (860)529-1401 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. Tel. 860.291•8755 PREPARED FOR: SHEET a a Fax 860.291.8757 PLOT F Z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE ILM y 5 12-21-07 PER TOWN COMMENTS CJC GRAPHIC SCALE �j m INFORMATION. ALL EXISTING UTILITIES SHOULD esign KA THR YN A. MILLS (3� FIELD VERIFII=P PRIOR TO CONSTRUCTION, 4 1�2-10-07 ADD APPROVAL LETTERS SJD 40 0 20 a0 Bo 2. ALL UTILITIES ARE TQ 13E STAKFD IN THE FIFI-0 11--i--p7 PER IWA APPROVAL SaD DESIGN. DRAWN BMB CHECKED. PRD �� �� ,� ,��� BY A LICENSED LAND SURVEYOR PRIOR TO 2 10-8-07 REVISED SEWER CONNECTION BIAB ; titi(,L� i ! 12327 IN FEET } CONSTRUCTION. civil engineers • planners • srarveycsrs 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 9-13-47 PER TOWN COMMENTS CJC 1 inch = 40 ft. landscape architects • gis gps ✓oB No.: 1761 DATE.• JULY 19, 2007 ��y•t�q� ,�t ,{�tPttay7�t�qatta IMPRESSION SEAL AND ORIGINAL SIGNATURE LAWRENCE R. GEISSLER, JR. LTC. No. s�® V�111�71L�SO�y �1iO�� l1i 71lLllilV 1L OF THE PROFESSIONAL ENGINEER/SURVEYOR. N0. DATE DESCRIPTION BY 42;5 Sullivan Avenue, PO Box 1167, South Windsor, Connecticut 06074 DRAW/NG NO.: (�.• ObS 1761 1761_base.dw RECEWED ULU 2 7 20U 1 SOUTH WINDSOR ENGINEERING DEPT. A WIDTH VARIES SURFACE COURSE-BITUMINOUS CONCRETE, CLASS 2 1-1/2" N r 000000 - RISE 1/4' PER FT OR NOTES: D D O D As DIRECTED 01313000 �6" CT D 0 T 2' STO,":E TO BE PLACE_ '� 1. HORIZONTAL DATUM IS NAD 83. I 000�]0139OVER FILTER FABRIC MATERIAL VERTICAL DATUM IS NGVD 29. Z 000 00 :2 000000 OD 2. UNDERGROUND UTILITY, STRUCTURE AND FACILITY LOCATIONS DEPICTED AND NOTED HEREON HAVE BEEN COMPILED, IN PART, FROM RECORD N 000 130 I MAPPING SUPPLIED BY THE RESPECTIVE UTILITY COMPANIES OR GOVERNMENTAL AGENCIES, FROM PAROL TESTIMONY AND FROM OTHER SOURCES. D D 0 D O THESE LOCATIONS MUST BE CONSIDERED AS APPROXIMATE IN NATURE. ADDITIONALLY, OTHER SUCH FEATURES MAY EXIST ON THE SITE, THE 000 00 EXISTENCE OF WHICH ARE UNKNOWN TO DESIGN PROFESSIONALS, INC. THE SIZE, LOCATION AND EXISTENCE OF ALL SUCH FEATURES MUST BE ODD OD t,aeVFl- BASE FIELD DETERMINED AND VERIFIED BY THE APPROPRIATE AUTHORITIES PRIOR TO CONSTRUCTION. CALL BEFORE YOU DIG 1-800-922-4455. O r,O�)D 0 0l� B" DEPTH AFTER COMPACTION '-" n h n �b EDGE OF PAVEMENT PLACED IN TWO COURSES 3. PROPERTY IS LOCATED IN THE RURAL RESIDENTIAL ZONE (RR). THRU STREET CROSS SECTION " _..t; 4. PROPERTY IS LOCATED IN BOTH FLOOD ZONE X AND FLOOD ZONE AE AS PER MAP REFERENCES #6. ANTI-TRACKING APRON -BITUMINOUS CONCRETE DRIyEWAY ''"��;.a N.T.S. N.T.S. S5.EPTEMBER 2007.2007. PREVIOUSLY IDENTIFIED AS 27 PIERCE ROAD. ADDRESS CHANGED TO 20 PIERCE ROAD BY THE TOWN OF SOUTH WINDSOR IN fW/.AY CR40C 1.SET POSTS AND 2.STAPLE THE SILT I r ANGLE POSTS EXCAVATE A 8'x8"TRENCH FENCING TO THE II I r ! N66°�\ •, 5DUP�E POST UPSLOPE FROM POSTS• FENCING END OF THE POST II J I i t 4 31 Q� MAP REFERENCES: FOR STABILITY 1 . . AVa BNYfYUC NFIH CLEANING. 1. PLAN PREPARED FOR WILLARD RESTORATIONS, INC. CORNER OF ELLINGTON ROAD & PIERCE ROAD SOUTH WINDSOR, CONN. f Y.C '+' , 95' � ,2• u+N I II I ! `\' ` PROPERTY/BOUNDARY & TOPOGRAPHIC PLAN SCALE: 1"=40' DATE: JAN. 20, 2000 SHEET NO. 1 OF 1 PREPARED MEEHAN & GOODIN. I fyC Biw 2. SANITARY SEWER CONSTRUCTION ELLINGTON ROAD AREA SOUTH WINDSOR CONNECTICUT ELLINGTON ROAD STA 59+00 TO STA 72+00 _ l SHL DATE: SEPTEMBER 1976 SCALE: 1"=40' HORIZ; 1"=4' VERT. SHEET N0. 6 PREPARED 8Y JAMES P. PURCELL ASSOCIATES, INC. Ijb 1 #3163 3. TOWN OF SOUTH WINDSOR RECONSTRUCTION OF PIERCE ROAD PLAN - PROFILE SCALE 1"=4'V DATE SEPT. 1974 SHEET NO. 8 OF �c75• 26 PREPARED BY GRISWOLD & FUSS, INC. 45'AVC M7E I ANTI- ING`` 3.ATTACH FILTER FABRIC TO 4.BACfffILL'ME II I PAD (SEE r r yIRLEyq�� � 4. MAP SHOWING PROPERTY OF HOWARD WILLARD JULY 16, 1956 BY PETERSEN & HOFFMAN. THE WOODEN POSTS AND EXTEND TRENCH AND COMPACT r• + COMPA FABRIC IT INTO THE TRENCH THE EXCAVATED SOIL II ' ', PROPOSED BIT. DRIVE t �oC. '4• S &' os^�_ +� j �r 8�+ �. `.`� �,3 66, pC6YgRT Aw 5. PROPERTY OF HOWARD A. WILLARD TRUST. SOUTH WINDSOR, CT. SCALE 1"=100' APRIL 1968 BY CLOSE, JENSEN & MILLER. 6. FIRM FLOOD INSURANCE RATE MAP TOWN OF SOUTH WINDSOR, CONNECTICUT HARTFORD COUNTY PANEL 7 OF 13 MAP NUMBER 0900360007E MAP REVISED DECEMBER 16, 2005 BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY. PROPOSED\CZRAVEL \ \ DRIVE \ `\ \ x61 A N �TYM II r CONSTRUCTION OF SYNTHETIC FILTER BARRIER z II I `� \` SEEDING SCHEDULE *01'TO SCALE PPE sa PER PUN N.T.S. II I � •:• -�./.. q \ ` " .. � \ \ \ � -� " ALL DISTURBED AREA NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH A 4 MINIMUM OF j II j _ y o LIMITS OP ckEARING , , _ -60� TOPSOIL, SEED AS INDICATED BELOW. CONDITION SOIL WITH FERTILIZER APPLIED AT THE \ 27.0• , + , `\ ' `\ T ` 9� RATE OF 300 POUNDS PER ACRE OR 7.5 POUNDS PER 1,000 SQUARE FEET USING 10-10-10 6.o Q \ OR EQUIVALENT. IN ADDITION, 300 POUNDS OF 38-0-0 PER ACRE OR EQUIVALENT OF SLOW (7 t, \ �4 {LRFy1ET✓ aten FOR TOP DRESSING. APPLY GROUND LIMESTONE (EQUIVALENT III 3,p � .) \.;� . ;. ru + n � `.. -- \ � RELEASE NITROGEN MAY BE USED R D ( Q cRour I / J X7zt.s7' / TO 50 PERCENT CALCIUM PLUS MAGNESIUM OXIDE) AT THE RATE OF 3 TONS PER ACRE OR 135 /,-- 0. FL FF:8P2$= o ' r 20.0 \\ \\ / / PROVIDE FLEXIBLE JOINT I/ �J �88.56 vJ roW 7 + , : . 1�\ _ - J \ ` POUNDS PER 1000 SQ. FT. WITHIN 6" OF CONCRETE It r� L. GAR• 1 ENCASEMENT I /1 T U - �' I ` ` - _ , Irvv s: ?A 5 I �5,2 �� \. _ _ - , , vy64 >� \ `64- / PERMANANT VEGETATION COVER / / / SEEDING DATES: APRIL 1 TO JUNE 1 AND AUGUST 15 TO SEPTEMBER 1 =r c ru I i/ i, / ' 0 21.D o - S ` \ -66. ,' % REMOVABLE _ II ( /� , , �, - ` USE THE FOLLOWING MIXTURE: '+ �' >q, _ _ _ _ _ _ _ _ _ ` / KENTUCKY BLUEGRASS 45% PLUG TEE II I /�� j �`_ - ,' ,' CREEPING RED FESCUE 45% MANHOLE ` I I ' ' I //F gta'� _ _ -2 ' PROPO ofisE" \ �4�``� // PERENNIAL RYEGRASS 10% DROP PIPE SHALL BE PVC II I ' '�° / + 4 •' "` "" c-- -"• ._,.�:._ _ ASTtI •636t S.F 'X , 09'1)� / / / APPLY 1 POUND PER 1,000 SQ. FT. OR 45 POUNDS PER ACRE. WOOD CHIPS SHOULD BE APPLIED u= w t = i / / AT A RATE OF 500-900 POUNDS PER 1,000 SQ. FT. OR 10-20 TONS PER ACRE. FLUSH WITH INSIDE OF II 1 I 426g3 / C- - - - - _ _ _ �.� _ g MANHOLE BARREL. FASTENED 1 � TO WALL WITH T T//2' x 10 t x �.94 N/ I � -/ 610• / �b ,' , GA STAINLESS STEEL W/F/p-5 X 3 SILT FENCE (TYP. Gq _ i - 095 STRAPS AND 2 1 2" STAINLESS t ' / W f93 S�BELSPACED EVERY 4 r�r ?My I Z STRAPS W�# W/F f2 W/F AO-4 / 6 - W/F#92 , N / PASTURE AREA: HORSE PASTURE SEED MIXTURE FEET WITH A 2 STRAP NV 22 r- C7 ) / )C69 F l p , O\ 66° MINIMUM, INV(S) AT EX. SM f 42 CII ' / S)� PERENNIAL RYEGRASS TOE"- TETRAPLOID 10% 66.63 j I /w F y 0z / �` ' / �� / 9�e8S�P ' / TALL FESCUE ('SNF FORAGE"- LOW TRAPLO D)ENDOPHYT 10% (INSIDE DROP TO II �,, WA f1 W f >, "_ A,/F fA_1 ' / \\ / LANDINO CLOVER 10% BE CONSTRUCTED) 1 fl \ j X 3 ' ' . ,� ORCHARD GRASS ("TEKAPO") 20% 11 r.... /F �y ss BExS INSTALL 45' BEND WITH 1 1/2• 1°���,' / ` W SMOOTH BROME 20% x 10 GA STAINLESS STEEL t I! I W/F f7 / SFPpEM RFry/gOF Iy� , ^ . , �� o APPLY 35 POUNDS PER ACRE. STRAP, CONSTRUCT CONCRETE / Y//F f8 / e o• GROUT FILLET CHANNEL TO ►3e w AT A RATE OF 500-900 POUNDS PER 1,000 SQ. FT. OR 10-20 TONS PER ACRE. DIRECT FLOW. ANCHOR SECURELY. II jPROPOSED I FeSS/ON AND FqL SF GE w/F !� //A- J /� f II I INV(F):69.47 I W/F w� 6g. Ass /N FS C T f TEMPORARY VEGETATIVE COVER a 63 �I t_5' R a W/F f41 I r 1 Q l O \ \ 1 D 1 £X c8 f `� -- W/F f38 W1 2, 20p OSS( N w/F yA-4 / g9.3 / 8 / SEEDING DATES: MARCH 1 TO JUNE 15 AND AUGUST 1 TO OCTOBER 1 /v>23T 'I + W/F f42 W/F Flo G ,/ X ANNUAL RYEGRASS 100% SANITARY MANHOLE INSIDE DROP ,NvsBs,�,2, tFX �e l , _ N.T.S. /N •sss/r(7.e} t +it + / /N�.>�32 W�f12 FLOOD ZONE x O APPLY ONE POUND PER 1,000 SQ. FT. OR 40 POUNDS PER ACRE WITH ANCHORED HAY MULCH k I f f / AT 2 TONS PER ACRE. /S s} II I+'++ ss>2('s W/F f44 W/F� % VR`� / Iv CONSTRUCTION NOTES II I w �� , �1 / O r Ty/F#13 II �' I w� 7 W� W/F 1 t5 kC4VO//y 4 / �c 1. ALL EROSION CONTROL MEASURES WILL BE CONSTRUCTED IN ACCORDANCE WITH THE "GUIDELINES FOR SOIL W/F T� G p OT O / EROSION AND SEDIMENT CONTROL BY THE CONNECTICUT COUNCIL FOR SOIL AND WATER CONSERVATION. _ -72_ \ j pR O W/F�45 W/F 4 wIF w� 182� Qp ql� II rtrr Op Sep ° s63 SSep / p���� ��� 2. ALL EROSION CONTROL MEASURES ARE TO BE MAINTAINED OR REPLACED DURING CONSTRUCTION AS NECESSARY. !rr R 0K h � 3. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF ALL SEDIMENTATION AND EROSION CONTROL MEASURES W/FOF Tq w� ��� f l!� qC, �qK/lVG / Q ������' 1oP 300 PROPOSSHOWN ED CHANGESN THESE TOSTH THIS PLAN MUSTBILITY INCLUDES BE APPROVED BY THEIMPLEMENTATION AND/OR THEMAINTENANCE. ANY PROPER LOCAL TOWN II m� w/F y36 O 5 qC' K//� W/F f26 w/F fl5 w/F fill W/F Mg / �i �o �i// AGENT. II ro r 4. EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE INSTALLED PRIOR TO CONSTRUCTION, WHEREVER o It �crrf W/F#27 w/F 6ns / //f�� `""� POSSIBLE. .11 J'r w �/� ��E� 5. AREAS TO BE LEFT BARE FOR MORE THAN 15 DAYS SHALL BE TREATED WITH AIR DRIED WOOD CHIP MULCH z z11 ,r t /F#10 Q<v / / / �N� OR SEEDED WITH PERENNIAL RYE-GRASS UNTIL FINAL GRADING AND STABILIZATION IS TO TAKE PLACE. 3�62 WA f17 ��, / / � ���1 w 6. ADDITIONAL EROSION CONTROL MEASURES SHALL BE INSTALLED DURING CONSTRUCTION IF DEEMED NECESSARY W/F f28 JgN�gh'y 20 EMq OF weI ° / R� CO/vNeCT/ N N 7. ROZOR OEND MRA D RIALBY TSHALL NOT HE TTONBE USED FOR FIGINEER OR THE LL NOR SHALL OPER L FI L BE TOWN APLACED OR COMPACTED ON FROZEN II n w I W/F f35 f W/F f2s 00 eC BAN CE �S CUT /F o GROUND. 11 F�00 NDs qs F I ��o<. rys�lcyT & 8. UTILITY LINES LEADING TO LOT "3" SHALL BE INSTALLED PRIOR TO THE SHARED DRIVEWAY BEING PAVED. $ I cn w 110 W/F,fis p �o SeR 4,4GG I ( ' pc po 11 �, .I W/F� W�x+e Cq T �i9es Ep a { ,h0' 264 �eR *~ II ' I w�y32 ep Q)' MQC y / ry / ) e f II TI 0 W/F f34 W/F 50'1 F.Y. W/F yT3 W/F#1' eygN & / 26 S•Y• '\/ w w �/ w z I coo p/ � j o N N .� � / UricrrY a Q 11 �r I W/F x14 w x+e A%1>a3 00 0 �rr I W/F f12 W/F W N8"118'S 3'W II �` N88°18'23'W w w/F f4 % �a cL&p �,624a yr 9,62' WAF f10 W/F FLOOD W/F f3 C.H.D. II rr 1 ZONE AE W/F f2 tl � Fk -W/F 09 W/F x7 FLooD zoNE x otc#r31p363,99 / BENCH MARK -- 67,59' P.K. ELEV:66.93 /Nvzz n = �= - _ - = e" Pvc ` - ; - _ S8$°2$'23"E ``�„ ..._.... - a \ W/F fa- - - _-\ - - - - - - - - - _ w __ EX. HEADWALL 449.07' TO C.H.D.it -`-� INV.F -®- w_ / //yV,•856p�7a., \ �._ - -- - - - - - '^ - -\\- - - •� - - - - - - - •- ^• - - - - �N0 - - - - - - -0- - - - - -w- - - - - APPROX. LOC. 12_WATERMAIN _SaS Ne � ' ! l \ `� - ` - - - - - - - - - - - -w_ - LEGEND Ile-Xo-- Cr2swj ..- _ _ -w s, �'" - - - - - - ca \ -97 O EXISTING IRON PIN rNk-as S6l/2., • spy= - _ - - - - - 8" Pvc _ _ _ _ _ ���e rrr s ❑ EXISTING MONUMENT / ll 36(12 N 1 3Q> LOCATION - - LI IT OF' - - - i �- ` 'Nks�43 - - - - O�`� F ON/ ,1o1T rc nu PRox Ole APPROX MAIN _ - rvu�evrev G- -G- - - - - - - ^ - y� - - _ `�. �O .. •. • C� _ = EXISTING CATCH BASIN AND PIPE vT- " �' `R \ OF f = � S -_��- - - _ - - - - - - - - - - -`S F SN f�O - - - _ - ELLINGTON ROAD (RTE 30J �Q••� .e� •e G s pP/ C� • .►r AREA 236 -� �� '� S J �i FUR !� �� 8 PVC_ SNE� # ^ti/ ""G^•-- -•- --- EXIST. GAS MAIN �s EXISTING SANITARY MANHOLE AND PIPE / wMN p A� - _ .G- - s"� - - - S�'y #23s `�,- G- _� �'; s -� �1 R G 36 6S, £ - ' -`�Tl�3` - - SNES2'J4 w`*�VC � ' PROPOSED ELECTRIC/TELEPHONE/CABLE SERVICE G,O, T ss6S4f" - O �- s-,o EXISTING WATER MAIN AND HYDRANT ��- VV-6s.41 /NV•3O 97 `�_/'Uyp ''��1 </C 1V S'�G•�.•'•\S�C',,��s - w - WATERRLATERARAL /'' s�3j I ! noN °°FO°�S•••NAL������`` - F -FOUNDATION DRAIN 'Sts 2f FFN F/N'/Nk lrererrrurr►►trO�� - 330 - EXISTING CONTOUR --{�-- PROPOSED CONTOUR /� � •' x6T.95 EXISTING SPOT GRADE X61.95 PROPOSED SPOT GRADE SURFACE DRAINAGE FLOW DIRECTION SURVEY NOTES: 'Wvvv� EXISTING TREELINE 1. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 �^ PROPOSED TREELINE OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT, PREPARED AND ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC., SEPTEMBER 26, 1996. - - - PROPOSED EASEMENT BOUNDARY REGULATED AREA ♦ TYPE OF SURVEY IS A BOUNDARY & TOPOGRAPHIC SURVEY - RECORD - AND IS INTENDED TO DEPICT THE LOCATION OF APPLICANTOWNER IMPROVEMENTS RELATIVE TO PROPERTY LINES. KATHRYN A. MILLER HOWARD A. WILLARD, JR. 169 NATSISKY FARM ROAD 141 MAIN STREET A A • INLAND WETLANDS ♦ THIS IS A DEPENDENT RESURVEY BASED ON MAP REFERENCE #1. SOUTH WINDSOR, CT 06074 WETHERSFIELD, CT 06109 -------" SILT FENCE ♦ HORIZONTAL ACCURACY MEETS CLASS A-2 STANDARDS AND VERTICAL ACCURACY MEETS CLASS T-2 STANDARDS. PH: 860)644-6220 PH: 860 529-1401 onu 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. Tel. 860.291•8755 PREPARED FOR: SHEET n LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE GRAPHIC SCALE Fox 86O.291•8757 ��.�, � m INFORMATION. ALL EXISTING UTILITIES SHOULD 40 0 20 40 BD esign KA THR YN A. MILLER BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 11111111110111h, ��jj//��,, 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELDMOL- �J wJI� � lJ�il nals BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 2 10/8/07 REVISED SEWER CONNECTION 8MB ( W FEET ) DESIGN.- BY BMB CHECKED.- PRD 20 �R��,�� ROAD 12327 civil engineers • planners surveyors 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 9-13-07 PER TOWN COMMENTS cic 1 inch = 40 ft. landscape architects • gis - gps JOB NO.: 1761 DATE? JUL Y 19, 2007 IMPRESSION SEAL AND ORIGINAL SIGNATURE LAWRENCE R. GEISSLER, JR. LIC. No. 425 Sullivan Avenue, PO Box 1167, South Windsor, Connecticut 06074 DRAWING NO.: G. bbs 1761 1761_bose.dw SOUTH �YII1�DSOR9 lCO1�NE CTU CUT OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY 12000249 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT. DATE: 05/17/12 GIS ID:71400020 FEE: 834.00 MUNIS APPLICATION# 201200587 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: C-TECH SOLAR ADDRESS: 20 PIERCE ROAD ADDRESS: 28 PINNACLE MOUNTAIN ROAD OWNER: MILLER KATHRYN SIMSBURY,CT 06070 20 PIECE RD SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: INSTALL A PV SOLAR ARRAY ON ROOF. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 5/17/2012 12:20 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1200163 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 05/21/12 GIS ID: 71400020 FEE: 45.00 MUNIS APPLICATION# 201200587 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: C-TECH SOLAR ADDRESS: 20 PIERCE ROAD ADDRESS: 28 PINNACLE MOUNTAIN ROAD OWNER: MILLER KATHRYN SIMSBURY,CT 06070 20 PIECE RD SOUTH WINDSOR,CT 06074 3 DESCRIPTION OF WORK: INSTALL A PV SOLAR ARRAY ON ROOF. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 5n 1/2012 3:10 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE