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HomeMy WebLinkAbout02-66P_ESTATE OF RICHARD O. KIBBE_LONG HILL ROAD.2"4tit'd�.i:aO:F.. '.'.S�'YKT4TJA' �%L•,7"1xN`.w'.IILP.Ay2F:�lmva�.rHran�� ,w dGC.'%..:.L`.4(LFiTW.. . e » . 1d3iYll�GSJRiOlbiiiC.i'10N:feSSdCC,�tl✓JsY'ia_+="..TJ7�.b1LtL'�LR3iRuF"]ia:4A1f.FY97if1'i'""•••"�•3.'Np...n"'..:'�r.:.."KailFiiB:.F:siF:t.:."C.7iZ'ti.- GAL kr 4 Le'� L'e 66, z 00 RESUBDIVISION PLAN nR LONk�x zu go OV\ '1 0 'r2" T--"RLL ROOAD SOU H We-SjN\D—D50'" CONNIEC HCU prepared by,* i 00roof ign essionals, Inc. Civil Engineers • Planners • Surveyors • CIS Landscape Architects 165 South Satellite Road South Windsor, CT 06074 (860) 291-8755 FAX (860) 291-8757 �' • � � �� �'y eRoO 4- O RF lIF7ERA VS O oRTH�jF EVERc Qpc' AfiwLW/AL Aq Q lY nib o PAW oRr R��FW 0 2� sToyF i'F o A�qs ADO A, ST. MARC qNT n CIRCLE n Pvt) PLEASANT arx 14-17Y / s„ CygA sav �< 30 �q<<F _ Y L WIV E ORr U �uA ORIv£ o 6pnN F� �iA,�i qS Lq( SOCrgnr "pit) 44 Roq� fY GFS ARD 291 SI TE a 0 a z o n STREET rn c rr BURNHAM E 14f7 NOTES: THESE oRAWINbs ARE THE PROPERTY OF DES16N PROFESSIONALS, INO., AND HAVE BEEN PREPARED 5PECIFICALLY FOR THE OMLWAPPLIOANT FOR THIS PROJECT. THEY ARE NOT TO BE USED FOR ANY OTHER PURPOSE OR SY ANY OTHER PERSON OR PERSONS NOR REPRODUCED IN ANY MANNER WITHOUT THE FJCPRESS MTTEN PERMISSION OF DESIGN PROFE551ONALS, INC. THESE PLANS ARE INVALID UNLESS THEY BEAR THE ORIGINAL SIGNATURE AND IMPRESSION SEAL OF THE PROFESSIONAL ENGINEER OR WZVEYOR. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-30OB-1 THRU 20-30OB-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. THIS PLAN WAS COMPILED FROM OTHER MAPS , RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION. IT IS NOT TO BE CONSTRUED AS HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE FIELD SURVEY MAY DISCLOSE. TO THE BEST OF MY K= AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 12882 RICHARD P. L LIC. No. OWNERAPPLICANT: ESTATE OF RICHARD 0. KIBBE C/O MARTIN D. KIBBE, EXECUTOR ONE RIVER ROAD UNIONVILLE, CT 06085 TEL: (860) 673-0676 SOUTH WINDSOR ENGINEERING DEPT. KEY MAP SCALE 1°=100' I MAP Lor N/F ABUTTER LIST 7 7 -- - 8 R003 LONG HILL ROAD KIBBE, RICHARD O. 9 18 LONG HILL ROAD KIBBE, RICNARO O. 10 10 LONG HILL ROAD KIBBE, RICHARD O. 11 11 LONG H/LL ROAD KIBBE, RICHARD O. 12 19 LONG HILL ROAD FARAGOSA, TODD & KATHLEEN 13 29 LONG HILL ROAD NAPOL/TANO, CARMINE ✓. 14 39 LONG HILL ROAD WARREN, TERESA M. 15 38 BURNHAM STREET SOUTH WINDSOR CONN. CONGREGATION 29 L005 LONG HILL ROAD CONN. UGHr & POWER COMPANY 30 640 BURNHAM STREET SOUTH WINDSOR CONN. CONCREGAT/ON Zoning Data Block ZONE: RURAL RESIDENTIAL (RR) ITEM REQUIRED/ALLOWED (CD) PROVIDED Lot Area 40,000 sq. ft.* 39,562 sq. ft.* Lot Width 175 ft. min. 200 ft. Lot Depth 200 ft. min. 200 ft. Lot Coverage 10% max 3.5% Building Height 30 ft. max < 30, Bldg. Stories 2 1 /2 max < 2 1 /2 Front Yard 50 ft. min. 50.74 ft. Rear Yard 50 ft. min. NA Side Yard 20 ft. min. 85.04 ft. *THE ESTATE OF RICHARD 0. KIBBE, C/O MARTIN D. KIBBE, WAS GRANTED A 438 SQUARE FOOT VARIANCE TO SECTION 10.2 TO ALLOW A LOT WITH 39,562 SQUARE FEET IN A RURAL RESIDENTIAL ZONE (SEE VOLUME 1365 PAGE 49 OF THE LAND RECORDS). SHEET INDEX COVER SHEET KEY MAP PLOT PLAN TOPOGRAPHIC PLAN I SOUTH WINDSO ENGINEERING DEP REVISED: JANUARY 15, 2003 REVISED: NOVEMSER M, 2002 REVISED: NOVEMBER 15, 2002 DATE: 00TOBER 25, 2002 SHEET 1 CCDNiCD /'nD0 14 111 /4- . nu.n ENERAL NOTES: 1. ALL CONSTRUCTION TO CONFORM TO TOWN OF SOUTH WINDSOR STANDARDS AND SPECIFICATIONS. 2. ALL PROPOSED DRIVEWAYS SHALL HAVE A 1" LIP. 3. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION. 4. FIELD CHANGES SHALL HAVE PRIOR APPROVAL OF THE TOWN OF SOUTH WINDSOR AND/OR AGENT AND THE DESIGN ENGINEER. 5. ALL PROPOSED UTILITIES ARE 'fO BE UNDERGROUND. 6. MAXIMUM SLOPE OF FILL TO BE 3:1. ALL FILL MATERIAL TO BE CLEAN MATERIAL. "CLEAN FILL" MEANS UNCONTAMINATED NATURAL SOIL OR ROCK WHICH IS INERT IN TERMS OF LEACHING AND POSES NO THREAT, PRESENT OR FUTURE, OF POLLUTION TO SURFACE WATERS OR GROUNDWATERS. MOREOVER, CLEAN TYPICALLY EXCLUDES, BUT IS NOT LIMITED TO THE EXCLUSION OF DEMOLITION OR CONTRUCTION WASTE MATERIALS OR DEBRIS, COMBUSTIBLE OR NOT COMBUSTIBLE, INCLUDING CONCRETE, ASPHALT, PAVING MATERIALS OR BY-PRODUCTS, YARD WASTES, INCLUDING BRANCHES, LIMBS, BRUSH, SHRUBS, TREES, PARTS OF TREES, TREE STUMPS AND SIMILAR MATERIALS GROWN ON OR EMINATING FROM LAND; NONPUTRESIBLE SOLID WASTES, COMBUSTIBLE OR NON-COMBUSTIBLE; AND BULKY RUBBISH OR REFUSE, INCLUDING PUTRESIBLE SOLIDS, SEMI -SOLIDS OR LIQUIDS. 7. ALL STUMPS TO BE CHIPPED ON SITE. STUMPS NOT CHIPPED SHALL BE REMOVED FROM SITE, NOT BURIED. 8. EXISTING UTILITIES AS DEPICTED ON THIS PLAN ARE TAKEN FROM AVAILABLE INFORMATION, THE CONTRACTOR IS TO HAVE EXISTING UTILITIES FIELD VERIFIED PRIOR TO CONSTRUCTION. BEFORE EXCAVATING, CONTACT "CALL BEFORE YOU DIG" AT 1-800-922-4455. 9. THE CONTRACTOR SHALL APPLY TEMPORARY DUST CONTROL MEASURES AS NEEDED TO ACCOMPLISH CONTROL. MECHANICAL SWEEPERS SHALL BE USED ON LONGHILL ROAD AND BURNHAM STREET WHERE NECESSARY TO PREVENT DUST BUILD UP. 10. A RODENT SCREEN SHALL BE INSTALLED ON THE FOUNDATION DRAIN. 11. A STREET EXCAVATION PERMIT MUST BE TAKEN OUT BY THE CONTRACTOR, FROM THE TOWN OF SOUTH WINDSOR, PRIOR TO THE INSTALLATION OF THE DRIVEWAY ON LONG HILL ROAD. 12. WPCA APPROVAL REQUIRED FOR SANITARY SEWER LATERAL CONNECTIONS. 13. DRIVEWAY MUST HAVE A PAVED APRON THAT EXTENDS 20 FEET MIN. FROM THE EXISTING EDGE OF PAVEMENT. 14. FOUNDATION TO BE EQUIPPED WITH SUMP PUMP AS REQUIRED. 15. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. 16. PROPERTY IS IN RR ZONE. 17. AREA OF PROPERTY = 39,562 S.F. 0.90 AC. 18. PROPERTY IS IN FLOOD ZONE X - AREA DETERMINED TO BE OUTSIDE 500 YEAR FLOODPLAIN AS PER FIRM COMMUNITY PANEL NUMBER 090036 0010D, MAP REVISED FEBRUARY 23, 2001. 19. HORIZONTAL DATUM - NAD '83 VERTICAL DATUM - NAVD '88 20. SITE IS WOODED. 21. THERE ARE NO REGULATED WETLANDS ON THE PROPERTY PER HIGHLAND SOILS' FIELD DETERMINATION ON 7/23/02. 22. PER ZBA A VEGETATIVE BUFFER TO REMAIN ALONG THE NORTHERN PROPERTY LINE. MAP REFERENCES: 1. MAP OF MARRY HILL - LONG HILL ROAD, SOUTH WINDSOR SCALE 1"=40', SEPTEMBER 1974, WILLIAM J. CARRINGTON. 2. PROPERTY OF HENRY M. JOHNSON, et al., TO BE CONVEYED TO FRANK BURTON SOUTH WINDSOR, CONN. SCALE 1 "=30', APR. 1958 BY CECIL W. BROOKS, 3. PLOT PLAN FOR PETER MACDONALD, SOUTH WINDSOR, CONN. SCALE 1"=40', JAN. 5. 1961 CECIL W. BROOKS. 4. PROPERTY OF HENRY JOHNSON, et al., SOUTH WINDSOR, CONN. SCALE 1"=40' APRIL 27, 1959 CECIL W. BROOKS. OWNER/APPLICANT: ESTATE OF RICHARD 0. KIBBE C/0 MARTIN D. KIBBE, EXECUTOR ONE RIVER ROAD UNIONVILLE, CT 06085 TEL: (860) 673-0676 o II a 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS Z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE m INFORMATION. ALL EXISTING UTILITIES SHOULD 4 1-15-03 ADD WPCA APPROVAL LETTER ACS BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 12-12-02 ADD PZC APPROVAL LETTER MHA BY A LICENSED LAND SURVEYOR PRIOR TO 2 11-19-2002 REVISIONS PER TOWN COMMENTS RLB CONSTRUCTION. 1 11-15-02 REVISIONS PER TOWN COMMENTS JAS 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DA TE DESCRIPTION BY 0x o. �� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 M1�5011•CO�� TELEPHONE (860) 644-2511 CERTIFIED MAIL November 22, 2002 Mr. Martin D. Kibbe One River Road Unionville, CT 06085 Re: 02-6611, Kibbe Resubdivision Dear Mr. Kibbe: We are pleased to advise you that the Planning 8a Zoning Commission voted on November 19, 2002, to approve with modifications application #02-66P, Resubdivision to create 1 lot on property located on l l Long Hill Road, RR Zone as shown on plans prepared by Design Professionals, Inc. project #1656 and dated November 19, 2002, as revised. This approval is subject to the following modifications: 1. This approval is for I lot. 2. Drainage and construction for this subdivision is subject to the approval of the Town Engineer. 3. The lot shall be serviced by sanitary sewers and is subject to the approval of the Water Pollution Control Authority. 4. Water shall be supplied to this subdivision by private well. 5. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 6. Footing drains are required. Prior to the building of any structure on a lot, a topographic map, drawn to a scale of I " = 40', shall be submitted for, showing proposed contours, elevations and the location of the footing drain. No building permit will be issued until the proposed contours, floor elevations and location of footing drain has been approved by the Town Engineer. 7. Private well final design must be submitted to and approved by the Environmental Health Officer prior to filing of mylars and issuance of building permits. If there are any existing septic systems within 75 feet (including adjoining properties), or other sources of contamination, they must be located on the plan. 8. If, for any reason, finished grading and other individual tot site work is not completed, the Town Engineer shall determine the amount of a cash bond to ensure final grading and site work. This cash bond must be submitted prior to issuance of a Certificate of Occupancy. 9. Quantity estimates must be submitted to the Town Engineer (on the enclosed form) for the purpose of determining subdivision bonding. All bonds shall conform to the enclosed bond policy and shall be posted prior to filing the final plans in the Town CIerk's office. If the developer chooses to submit a Letter of Credit for a one year term, said Letter of Credit must be renewed on a yearly basis until completion of the development. If a new Letter of Credit has not been received within 30 days before the expiration date, the Commission may, at its option, call the Letter it is holding. 10. A drainage assessment fee in the amount of $50.00 shall be submitted to this Commission. 11. No building permits will be issued until all modifications have been complied with, and the final plans have been filed in the Town Clerk's office. 12. In accordance with the variance granted by the Zoning Board of Appeals, a vegetative buffer must be maintained along the north property boundary. Black and white transparent mylars of Sheets #2 with the above modifications, together with three blueprint copies of the entire set of plans (including architectural elevations) must be submitted to this Commission within 30 days to be stamped and signed. The letters of approval of this Commission must be reproduced on the mylars. After mylars have been signed by the Commission, they will be returned to you for filing in the Office of the Town Clerk by March 8, 2003. After filing these plans, a copy of the receipt must be submitted to the Planning Department. Sincerely, Kevin McCann, Chairman Planning and Zoning Commission Enclosures cc: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal Attachments: Deed/easement policy Bonding policy Quantity Estimate Lighting policy N SOUTH WINDSOR CONNECTICUT CONGREGATION OF JEHOVAH'S WITNESSES, INC. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. RICHARD P. MARTEL 12882 LIC. No. N TODD dt KATHLEEN FARAGOSA 1/2- I.P. � N, FENCE 1.5' NOR 0.5' EAST - - - - --------------------- I I I.P. 5,62' WEST OF STREET LINE 0+ 1 I► I PROP. DRIVEWAY (SEE NOTE //13)_ �o, . FFGAR:110.0 P 91.56, o Z TOW .12.0 FF. I PROP. HOUSE Y vi 0 N 50' F.Y. JEXIST. DRIVE - - RURNHAM STREET L cp S IN } � I I � I i J 72.44' O J \ TOWN OF SOUTH WINDSOF 19� 9.74'195.70' DEED _ - -T0 OF EAST HARTFORD L. MON. - - - - - - - - - - - - \ t � �/.-///�,y,�,`�'.,�/,'�^` /-}J(/'j ff `/'�, fffJJJ �•''� /JJ/ t����J N • 1" / V .-'✓ / ✓ V / �- �l��I mil/ V V o S S 4 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 TELEPHONE (860) 644-2511 January 8, 2003 Design Professionals, Inc. 165 South Satellite Rd. South Windsor, CT 06074 Attn: Galen Sempirebon RE: Sewer Connection 11 Long Hill Rd. Snuth Windsor, CT Dear Mr. Semprebon: The South Windsor Water Pollution Control Authority, at its regular meeting of January 7, 2003, gave approval for the connection of property, located al I I Long Hill Road, South Windsor, CT, to the sewer system located in East Hartford, CT, as more specifically shown on plans entitled "Estate of Richard 0. Kibbe - Resubdivision Plan - Topographic Map" prepared by Design Professionals, Inc., South Windsor, CT, Project No. 1656, Drawing No. 3/3, dated 10-23-02, revised 1 t-15-02 ami 1 I-09-02, and subject to the following conditions: I. Connection permit must be obtained From MDC. 2. Payment of outlet charges and sewer assessment imposed by the MDC must be paid. 3. Street cut permit must be obtained from the Town of East Hartford. 4. Permit must be obtained from the Town of South Windsor. 5. Technical approval of the Town Engineering Department. 6. Final Authority approval and acceptance of the sanitary sewerage connection will be given once The sewer line has been installed and inspected by the Town staff, and based upon the written Verification of the Town staff that said sanitary sewer line was installed in substantial conformance with the design plans previously approved by the Authority, and meeting all Town regulations and appropriate technical specifications relating to sanitary sewer construction. This approval letter must be superimposed on the final approval plans, Very truly yours, J- t J seph 1. Carino, Chairman Water Pollution Control Authority JJC:dd Cc: Matthew GaIligan, Town Manager Michael J. Gantick, Director of Public Works Jeff Doolittle, Town Engineer Marcia Banach, Director ofPlarming John Collins, Chief Building Inspector Martin D. Kibbe, Executor LEGEND 0 EXISTING IRON PIN IRON PIN TO BE SET 860.291 • 8755 R E S U B D I VI S I O N PLAN RESURVEY PREPARED FOR: SHEET GRAPHIC scab - PLOT PLAN Estate of Richard 0. Kibbe 40 0 I ao as esign2 IN FEET, rofessionals, Inc ■ DESIGN.• GBSIJS I DRAW • JS CHECKED.- GBS/RP R1 Lonv Hn'11 Road i inch = 40 ft. lip 0 Civil Engineers Planners • Surveyors • CIS JOB Iva: 1656 DATE 10-23-02 3 165 south satellite road •south Windsor Connecticut 06074 DRAWING NO.: server/jobs/1656/1656-2.dwq south Windsor, Connecticut GENERAL NOTES: 1. ALL CONSTRUCTION TO CONFORM TO TOWN OF SOUTH WINDSOR STANDARDS AND SPECIFICATIONS. 2. ALL PROPOSED DRIVEWAYS SHALL HAVE A 1" LIP. 3. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION. 4. FIELD CHANGES SHALL HAVE PRIOR APPROVAL OF THE TOWN OF SOUTH WINDSOR AND/OR AGENT AND THE DESIGN ENGINEER. 5. ALL PROPOSED UTILITIES ARE TO BE UNDERGROUND. 6. MAXIMUM SLOPE OF FILL TO BE 3:1. ALL FILL MATERIAL TO BE CLEAN MATERIAL. "CLEAN FILL" MEANS UNCONTAMINATED NATURAL SOIL OR ROCK WHICH IS INERT IN TERMS OF LEACHING AND POSES NO THREAT, PRESENT OR FUTURE, OF POLLUTION TO SURFACE WATERS OR GROUNDWATERS. MOREOVER, CLEAN TYPICALLY EXCLUDES, BUT IS NOT LIMITED TO THE EXt,LUSION OF DEMOLITION OR CONTRUCTION WASTE MATERIALS OR DEBRIS, COMBUSTIBLE OR NOT COMBUSTIBLE, INCLUDING CONCRETE, ASPHALT, PAVING MATERIALS OR BY-PRODUCTS, YARD WASTES, INCLUDING BRANCHES, LIMBS, BRUSH, SHRUBS, TREES, PARTS OF TREES, TREE STUMPS AND SIMILAR MATERIALS GROWN ON OR EMINATING FROM LAND; NONPUTRESIBLE SOLID WASTES, COMBUSTIBLE OR NON-COMBUSTIBLE; AND BULKY RUBBISH OR REFUSE, INCLUDING PUTRESIBLE SOLIDS, SEMI -SOLIDS OR LIQUIDS. 7. ALL STUMPS TO BE CHIPPED ON SITE. STUMPS NOT CHIPPED SHALL BE REMOVED FROM SITE, NOT BURIED. 8. EXISTING UTILITIES AS DEPICTED ON THIS PLAN ARE TAKEN FROM AVAILABLE INFORMATION. THE CONTRACTOR IS TO HAVE EXISTING U11UTIES FIELD VERIFIED PRIOR TO CONSTRUCTION. BEFORE EXCAVATING, CONTACT "CALL BEFORE YOU DIG" AT 1-800-922-4455. 9. THE CONTRACTOR SHALL APPLY TEMPORARY DUST CONTROL MEASURES AS NEEDED TO ACCOMPLISH CONTROL. MECHANICAL SWEEPERS SHALL BE USED ON LONGHILL ROAD AND BURNHAM STREET WHERE NECESSARY TO PREVENT DUST BUILD UP. 10. A RODENT SCREEN SHALL BE INSTALLED ON THE FOUNDATION DRAIN. 11. A STREET EXCAVATION PERMIT MUST BE TAKEN OUT BY THE CONTRACTOR, FROM THE TOWN OF SOUTH WINDSOR, PRIOR TO THE INSTALLATION OF THE DRIVEWAY ON LONG HILL ROAD. 12. WPCA APPROVAL REQUIRED FOR SANITARY SEWER LATERAL CONNECTIONS. 13• DRIVEWAY MUST HAVE A PAVED APRON THAT EXTENDS 20 FEET MIN. FROM THE EXISTING EDGE OF PAVEMENT. 14. FOUNDATION TO BE EQUIPPED WITH SUMP PUMP AS REQUIRED. 15. ALL MONUMENTA71ON FOUND OR SET IS DEPICTED HEREON. 16. PROPERTY IS IN RR ZONE. 17. AREA OF PROPERTY = 39,562 S.F. 0.90 AC. 18. PROPERTY IS IN FLOOD ZONE X - AREA DETERMINED TO BE OUTSIDE 500 YEAR FLOODPLAiN AS PER FIRM COMMUNITY PANEL NUMBER 090036 0010D, MAP REVISED FEBRUARY 23, 2001. 19• HORIZONTAL DATUM - NAD '83 VERTICAL DATUM - NAVD '88 20. SITE IS WOODED. 21. THERE ARE NO REGULATED WETLANDS ON THE PROPERTY PER HIGHLAND SOILS' FIELD DETERMINATION ON 7/23/02. 22. PER ZBA A VEGETATIVE BUFFER TO REMAIN ALONG THE NORTHERN PROPERTY LINE. MAP REFERENCES: 1. MAP OF MARRY HILL - LONG HILL ROAD, SOUTH WINDSOR SCALE 1"=40', SEPTEMBER 1974, WILLIAM J. CARRINGTON. 2. PROPERTY OF HENRY M. JOHNSON et al., TO BE CONVEYED TO FRANK BURTON SOUTH WINDSOR, CONN. SCALE 1 "=30', APR. 1958 BY CECIL W. BROOKS. 3. PLOT PLAN FOR PETER MACDONALD, SOUTH WINDSOR, CONN. SCALE 1"=40', JAN. 5. 1961 CECIL W. BROOKS. 4. PROPERTY OF HENRY JOHNSON et al., SOUTH WINDSOR, CONN. SCALE 1"=40' APRIL 27, 1959 CECIL W. BROOKS. OWNER f APPLICANT: ESTATE OF RICHARD 0. KIBBE C/O MARTIN D. KIBBE, EXECUTOR ONE RIVER ROAD UNIONVILLE, CT 06085 TEL: (860) 673-0676 P.Y.0 &VYPZW IM7N P.v.0 SY7EE pip P. v.0 am - P. KC pw CWAOM I= summ N L.*E CLEANOUT "I TO ��mrim ;TONE TO BE PLACED RIC MATERIAL THRU STREET EDGE OF PAVEMENT ANTI -TRACKING APRON not to scale ANGLE POSTS I• SET POSTS AND EXCAVATE A Vx6' TRENCH 51 UPSLOPE POST UPSLOPE FROM POSTS. SILT FOR STABILITY FENCING AND SELF- CLEANING. 95, :jj. F 12" MIN. 2. STAPLE THE SILT FENCING TO THE END OF THE POST 3. ATTACH FILTER FABRIC TO 14. BACKFILL THE FILTER THE WOODEN POSTS AND EXTEND RENCH AND COMPACT FABRIC IT INTO THE TRENCH HE EXCAVATED SOIL. COMPACTED BACKFILL CONSTRUCTION OF SYNTHETIC FILTER BARRIER Q: n: } 1- 'O N/F ( ') I l TODD & KATHLEEN FARAGOSA + jN o N c-0,SNET 989 EXISTING FENCE ,1.5' NOR 0.5' EAST + EXIST. LAWN AREA I - % N86'34'06"E �• 1 I - I.P. 5. ST OF SIRE I I ANTI-TR CKING 19 PROP. ARBORVITAE 10 O.C.) ! Y. 20 S. 1 o I 1 I I(SEED A1L THUJA OCCIDENTAI ISr r 4'-5' HT/B&B r I ftft SILT FENCE r TYP. I (SEE DETAIL l 1 PROP. IVEWAY r .� I (SEE NO 13) 1 NO 1 ` SOUTH WINDSOR CONNECTICUT CONGREGATION OF JEHOVAH'S WITNESSES, INC. w i I I, v . p �Cq i n GAR:119.0 L6 z r t TOMf:120FF. 12 .0 0 rr6f 5I r PROP.r I t + 1 I ' HOUSE r X118.50� +� r I I V:109.0 rn NOTE r & 01� Ir W r I #10 l I 1 N r I 1 Vt 115-9 F SUMP PUMP ^�' � /44' r 71 Q v N � I 7 2 r r F.Y.18. I 50' . _ ` I 1 r r t\ „ 0:110.0 C.O. I ti� o ! r STOP SIGN o r 1 I I INV.107.96 (SEE DETjAIL) 0 ? � � TOP SIGN � 'I'p OF SOUTH HANDSOR EXIST. DRIVE EX. CL� i �`-1 I i I 0 19 4' 5.7 ' ED ` NET�15ro EAST HAIt1FOR0 \ I i - S87'tiVW- MON. I PE ]� % L ' D SIGN L I -- --- --- -^ ___0 EX. SMH ! B � ,♦j./ �./ _ t TF: 122.86 V' ��,�_-G CAPPED Y SAN. LATERAL- FL 107.1 1 STOP SKIN STOP SIGN EX. SMH _ - ' TF: 105.66 ` HELCO 3945 (CONTR. TO FIELD VERIFY) APPROX. LOC. OF GAS MAIN = -z m to 0 0 H� o 11 n 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 Z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN i INFORMATION. ALL EXISTING UTILITIES SHOULD THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. m BE FIELD VERIFIED PRIOR TO CONSTRUCTION. AND CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON, 12 11-19-2002 REVISIONS PER TOWN COMMENTS JAS CONSTRUCTION. 1 11-15-02 REVISIONS PER TOWN COMMENTS JAS 3. THIS PLAN IS INVALID UNLESS IT BEARS THE ION SEAL AND ORIGINAL SIGNATURE OFPTHE S PROFESSIONAL ENGINEER/SURVEYOR. 12882 RICHArtj P. MARTEL LIC. No. NO. DATE DESCRIPTION BY GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. 860.291.8755 esin rofessionals, inc. 0 Civil Engineers " Planners • Surveyors " CIS 165 south satellite road • south Windsor - connecticut 06074 CONSTRUCTION NOTES 1. ALL EROSION CONTROL MEASURES WILL BE CONSTRUCTED IN ACCORDANCE WITH THE "GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL" BY THE CONNECTICUT COUNCIL FOR SOIL AND WATER CONSERVATION. 2. ALL EROSION CONTROL MEASURES ARE TO BE MAINTAINED OR REPLACED DURING CONSTRUCTION AS NECESSARY. 3. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF ALL SEDIMENTATION AND EROSION CONTROL MEASURES SHOWN ON THESE PLANS. THIS RESPONSIBILITY INCLUDES IMPLEMENTATION AS WELL AS MAINTENANCE. ANY PROPOSED CHANGES TO THIS PLAN MUST BE APPROVED BY THE ENGINEER AND/OR THE PROPER LOCAL TOWN AGENCY. 4. EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE INSTALLED PRIOR TO CONSTRUCTION, WHEREVER POSSIBLE. 5. AREAS TO BE LEFT BARE FOR MORE THAN 15 DAYS SHALL BE TREATED WITH AIR DRIED WOOD CHIP MULCH OR SEEDED WITH PERENNIAL RYE-GRASS UNTIL FINAL GRADING AND STABILIZATION IS TO TAKE PLACE. 6. ADDITIONAL EROSION CONTROL MEASURES SHALL BE INSTALLED DURING CONSTRUCTION IF DEEMED NECESSARY OR ORDERED BY THE PROJECT ENGINEER OR THE PROPER LOCAL TOWN AGENT. 7. FROZEN MATERIAL SHALL NOT TO BE USED FOR FILL NOR SHALL FILL BE PLACED OR COMPACTED ON FROZEN GROUND. CONSTRUCTION SEQUENCE 1. INSTALL EROSION AND SEDIMENTATION CONTROL MEASURES AS DEPICTED ON THE PLAN. 2. CLEAR AND GRUB AREAS AS DEPICTED ON THE PLANS AND AS DELINEATED IN THE FIELD. 3. REMOVE TOPSOIL FROM AREAS OF DISTURBANCE. RING STOCKPILES WITH SILT FENCE IMMEDIATELY AFTER CREATION. ESTABLISH VEGETATION ON SOIL THAT IS TO BE STOCKPILED FOR LONGER THAN 30 DAYS. REFER TO SEEDING SCHEDULE FOR VEGETATIVE COVER OF DISTURBED AREAS. 4. AFTER ALL SITE WORK IS COMPLETED INCLUDING SPREADING OF TOPSOIL AND SEEDING, THE CONTRACTOR SHALL CLEAN ANY SILT OR DEBRIS FROM ALL STRUCTURES AND PIPES. PIPES SHALL BE CLEANED BY WATER -JETTING AS NEEDED. ESTIMATED START DATE FOR CONSTRUCTION - SPRING 2003 ESTIMATED COMPLETION DATE FOR THE PROJECT - FALL 2003 SEEDING SCHEDULE ALL DISTURBED AREAS NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH A 4" MINIMUM OF TOPSOIL, SEED AS INDICATED BELOW. CONDITION SOIL WITH FERTILIZER APPLIED AT THE RATE OF 300 POUNDS PER ACRE OR 7.5 POUNDS PER 1,000 SQUARE FEET USING 10-10-TO OR EQUIVALENT. IN ADDITION, 300 POUNDS OF 38-0-0 PER ACRE OR EQUIVALENT OF SLOW RELEASE NITROGEN MAY BE USED FOR TOPDRESSING. APPLY GROUND LIMESTONE (EQUIVALENT TO 50 PERCENT CALCIUM PLUS MAGNESIUM OXIDE) AT THE RATE OF 3 TONS PER ACRE OR 135 POUNDS PER 1000 SQ. FT. PERMANANT VEGETATION COVER SEEDING DATES: APRIL 1 TO JUNE 1 AND AUGUST 15 TO SEPTEMBER 1 USE THE FOLLOWING MIXTURE: KENTUCKY BLUEGRASS 45% CREEPING RED FESCUE 457. PERENNIAL RYEGRASS 10% APPLY 1 POUND PER 1,000 SO. FT. OR 45 POUNDS PER ACRE. WOOD CHIPS SHOULD BE APPLIED AT A RATE OF 500-900 POUNDS PER 1,000 $0. FT. OR 10-20 TONS PER ACRE. TEMPORARY VEGETATIVE COVER SEEDING DATES: MARCH 1 TO JUNE 15 AND AUGUST 1 TO OCTOBER 1 ANNUAL RYEGRASS 100% APPLY ONE POUND PER 1,000 SO. FT. OR 40 POUNDS PER ACRE WITH ANCHORED HAY MULCH AT 2 TONS PER ACRE. LEGEND 0 EXISTING IRON PIN i IRON PIN TO BE SET ` 1) EXISTING UTILITY POLE -Cs�-- EXISTING SANITARY MANHOLE AND PIPE ® PROPOSED WELL EXISTING TREE LINE PROPOSED LIMITS OF CLEARING -330- EXISTING CONTOUR EK0"- PROPOSED CONTOUR X115.0 PROPOSED SPOT GRADE - F - PROPOSED FOUNDATION DRAIN PROPOSED SURFACE FLOW TOOP©G�/�PH�IC; PL _N DESIGN.• KIIJS I DRAW: MHA/JS I CHECKED.• G ✓oB No.: 1656 DATE:• 10-23-02 DRAWING NO.: server/iobs/1656/1656-3. d RESURVEY PREPARED FOR: Estate of Richard 0. Kibbe RR Long H1011 Road South Wi>m&or, tomecdcu t SHEET 11 93