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HomeMy WebLinkAbout06-29P_SMITH STREET_SMITH STREETSUBDIVISION/ SPECIAL EXCEPTION �50 � Val SUO UU 1� � prepared by: i ■ esign rofessionals, inc. ■ Civil Engineers - Planners • Surveyors • CIS PO BOX 1167 South Windsor, CT 06074 (860) 291-8755 FAX (860) 291-8757 0 �F�Si 0 0 LANER ^Tpo` c fl�MllyC G GRA SitARNf7CiD C. NEAEPr iItE11M dYAl17� �'� . • AV ..� p� S 5 z SpAN�Y VIM ePNE g�g� o DRAKE COURT(Pvt) . •. EG8 6'' y 9 a GRE6WP"COro OGP R ( 1 m ` Z p4 FD0 �pvt � FF o Z� / /,Q % �1 "b A� FONCINE �/ �V L/ tJ�V / V� a � % S/ / �f (Pvt) �ba LANEco A (f► `� A� ■ DESIGN PROFESSIONALS INC. LOCH TION PLAN N. T.S. NOTES, THESE DRAWINGS ARE THE PROPERTY OF DE51GN PROFESSIONALS, INC., AND HAVE BEEN PREPARED 5PECIFICALLY FOR THE ONNER/APPLICANT FOR THI5 PROJECT. THEY ARE NOT TO BE USED FOR ANY OTHER PURPOSE OR 5Y ANY OTHER PERSON OR PER50NS NOR REPRODUCED IN ANY MANNER WITHOUT THE EXFR -55 WRITTEN PERMISSION OF DESIGN PROFESSIONALS, INC. THESE PLANS ARE INVALID UNLES5 THEY BEAR THE ORIGINAL SIGNATURE AND IMPR -55ION SEAL OF THE FROFE55IONAL ENGINEER OR SURVEYOR. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-3006-1 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 KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 12327 LAWRENCE R. GEISSLER, JR., LS. LIC. No. 17— 24— 4 17-2-5 17— 25— 6 FINAL PlLAMS TOWkii Or S0UTH ` fIiviDS0R AUTHORIZED SIGNATURE DATE: 916 A � O ail 17-3 17-4 17-5 0 w \N R LD) 5 (O-).z_R(C CO) cc 2_6 CC UU e._1 Nft 500 ) 27-15 17-6 L 17-7 ,0,�,o Wh e(e Road intersection I ` 1 1 1 MOMMIMIMINUr 11 1 SC_A_ LIE III =100' OWNER/APPLICANT CRAIG DOUGLAS NATION RECEIVED 200 SULLIVAN AVENUE SOUTH WINDSOR, CT. 06074 JUL 2 1 Zoos TEL. (8 6 0) 9 8 2— 7 5 0 0 SOUTH WINDSOR PLANNING DUT 17-17 17-8 17-16 17-9 WON Zoning Data Block ZONE: RURAL RESIDENTIAL (RR) ITEM REQUIRED/ALLOWED PROVIDED LOT 1 LOT 2 CONVENTIONAL INTERIOR Minimum Lot Area 40,000 sq. ft.* 40,369f sq. ft. 110,589t sq. ft.* Minimum Lot Width 175 ft.** 146 ft.t*** 367 ft.t** Minimum Lot Depth 200 ft. 250 ft.f 495 ft.f 50 ft. Front Yard 50 ft. Rear Yard 50 ft. 50 ft. Side Yard 20 ft. 20 ft. Lot Coverage 10% max. 10% max. *(EXCLUSIVE OF ACCESSWAY) MIN. LOT AREA FOR LOT #2 IS 80,000 S.F. MIN. PER SECTION 4.6.2.d (INTERIOR LOT— SPECIAL PERMIT REQUIRED) ** MIN. LOT WIDTH FOR LOT #2 IS 262.5 F.T. MIN. PER SECTION 4.6.2.e (INTERIOR LOT- SPECIAL PERMIT REQUIRED) ***EXISTING NON —CONFORMING RESIDENTIAL LOT SOUTH WINDSOR N/F PROPERTY OWNER(S) WITHIN 500' 1 2 3 4 5 L1 MAP LOT NAME MAILING ADDRESS 17 2-5 Kebalo, Walter P Lucyna 188 Wheeler Rd. 17 3 French, Margaret R 198 Smith St. 17 4 Antosik, Scott & Beverly A 216 Smith St. 17 5 Johnson, Aaron L & Karen 236 Smith St. 17 6 Nation, Craig D 200 Sullivan Ave. 17 7 Evergreen Walk LLC 555 Main St. Manchester, Ct 06040 17 8 Mcalees, George M & Lynn P 274 Smith St. 17 9 White, Lorraine M 302 Smith St. 17 15 Kilburn, Wayne C & Norene R 291 Smith St. 17 16 Downeast Associates LTD PRTN PO BOX 6120 Indianapolis, IN 462066120 17 17 Downeast Associates LTD PRTN PO BOX 6120 Indianapolis, IN 462066120 17 24-4 K.F. Properties LLC 175 Wheeler Rd. 17 25-6 K.F. Properties LLC 175 Wheeler Rd. 17 26-101 Larson, Burton L & Joan D 101 Kebolo Lane 17 26-102 Sullivan, Timothy P & Elaine 102 Kebalo Lane 17 26-103 Zoresky, Paula D 103 Kebalo Lane 17 26-104 Tuleja, Donald R & Elizabeth A 104 Kebolo Lane 17 26-201 Pineo, Donne M 201 Kebalo Lane 17 26-202 Delconte, Emidio J 202 Kebalo Lane 17 26-203 Hunt, Holly K 203 Kebalo Lane 17 26-204 Arcell, Celeste 204 Kebalo Lane 17 26-301 Moynihan, Margaret M 301 Kebalo Lane 17 26-302 Samsell, John S & Elaine B 302 Kebalo Lane 17 26-303 Guastamachio, Clara A 303 Kebalo Lane 17 26-304 Allison, Nancy 304 Kebalo Lane 17 26-400 K.F. Properties LLC 175 Wheeler Rd. 17 26-501 Brand, Nancy J 501 Kebalo Lane 17 26-502 K.F. Properties LLC 175 Wheeler Rd. 17 26-503 Libudri, Riccardo & Elisabetta 503 Kebalo Lane 17 26-601 Marsh, Bryan H & Sally L 601 Kebolo Lane 17 26-602 Graicerstein, Rita 602 Kebalo Lane 17 26-603 Dirrigl, Irene G 603 Kebalo Lane 17 26-604 Breton, Robert A & Vincenzo M 604 Kebalo Lane 17 26-701 Hanson, Richard W & Carol A 701 Kebolo Lane 17 26-702 Luczka, Joseph P 17 Drake Court 17 26-703 Ryan, Richard Irrvc Trust c/o Patrick J. Ryan 703 Kebalo Lane 17 26-704 Sinclair, Ann W 704 Kebalo Lane 17 26-705 King, Elizabeth 705 Kebalo Lane 17 26-706 Evans, Kenneth E & Gail G 706 Kebalo Lane 27 15 Evergreen Walk LLC 555 Main St. Manchester, CT 06040 SHEET INDEX COVER SHEET KEY MAP PROPERTY SURVEY SUBDIVISION PLOT PLAN TOPOGRAPHIC PLAN/ SEDIMENTATION & EROSION CONTROL PLAN DETAIL SHEET LANDSCAPE PLAN GCNSF1'r* � • L'Tj �a 0: 22 C E N e��`Z`� REV: JUNE 27, 2006 DATE: MAY 12, 2006 SHEET 1 G:\J0BS\2089/2089-1C0V 0 'W. NOTES: 1.) THE PURPOSE OF THE MAP IS TO DELINEATE THE BOUNDARIES AND IMPROVEMENTS OF THE PARCEL AND TO CORRECT A LATENT AMBIGUITY IN THE PROPERTY DESCRIPTION AS FIRST APPEARS IN VOLUME 118 PAGE 246 AND WAS CARRIED FORWARD. 2.) THE PROPERTY IS LOCATED IN ZONE RR. 3.) THE PROPERTY IS IN FLOOD ZONE X - AREA DETERMINED TO BE OUTSIDE THE 500-YEAR FLOODPLAIN PANEL NO 10 OF 11 COMMUNITY PANEL NUMBER 090036 0010D REVISED ON FEBRUARY 23, 2001. 4.) UNDERGROUND ENCROACHMENTS, STRUCTURES, OR SYSTEMS, IF ANY EXIST, WERE NOT A PART OF THIS SURVEY, EXCEPT AS DEPICTED OR NOTED HEREON. 5.) PERIPHERAL PROPERTY LINES OF ADJACENT OWNERS ARE FOR INFORMATIONAL PURPOSES ONLY AND ARE NOT TO BE CONSTRUED AS BEING ACCURATELY LOCATED OR DEPICTED. 6.) STONEWALLS, FENCES, AND WATERCOURSES MAY DEVIATE SLIGHTLY FROM PRINCIPLE COURSES SHOWN. 7.) SUBJECT PROPERTY IS ALSO PRESENTLY DEFINED AS LOT 6 ON SOUTH WINDSOR TAX ASSESSOR MAP 17. 8.) ANY ENCROACHMENTS ARE DEPICTED AS SHOWN. 9.) ALL MONUMENTATION FOUND OR CONTRACTED TO BE SET IS DEPICTED HEREON. 10.) WETLANDS FLAGS DELINEATED BY CONNECTICUT ECOSYSTEMS LLC ON 1/3/05 AND FIELD LOCATED BY DESIGN PROFESSIONALS, INC. ON 1/25/05. 11.) SUBJECT TO CERTAIN WELL RIGHTS AS TYPICALLY DELINEATED IN V. 1670, P. 4; V. 118, P. 246; V. 30, P. 519. 12.) TOTAL PARCEL AREA= 169,800±SF= 3.9±AC. 13.) A STREET EXCAVATION PERMIT IS REQUIRED FOR CONSTRUCTION OF DRIVEWAY(S) AND FOR WATER INSTALLATION. 14.) PROPOSED DRIVEWAY FOR LOT #2 MUST BE CONSTRUCTED AT LOCATION DEPICTED ON PLANS OR FARTHER NORTH. THE PURPOSE OF THIS LOCATION IS TO AVOID DISTURBANCE TO EXISTING MATURE EVERGREENS ALONG SOUTHERN BOUNDARY. TREES ARE TO REMAIN. 15.) DRIVEWAY DEPICTED AT MAXIMUM SLOPE=10 %. DRIVEWAYS CONSTRUCTED AT A SLOPE >10% AND LESS THAN THE MAXIMUM ALLOWABLE 15%, REQUIRES A TURNAROUND (10'X15') TO BE CONSTRUCTED TO STANDARDS FOUND IN CURRENT PUBLIC IMPROVEMENT SPECIFICATIONS. 16.) FOUNDATION DRAIN FOR LOT #1 DEPICTED 10' MINIMUM FROM PROPOSED SEPTIC TO BE CONSTRUCTED WITH APPROVED TIGHT PIPE & BACKFILLED WITH NATIVE, NON -FREE DRAINING MATERIAL. MAP REFERENCES: 1.) ALTA/ACSM LAND TITLE SURVEY, EVERGREEN WALK, LLC, BOUNDARY PLAN, BUCKLAND ROAD SOUTH WINDSOR, CT SCALE 1"=100', DATE 12/12/00 REV TO 11/27/01, SHEET 1 & 4 OF 4, FUSS & O'NEILL INC. 2.) SURVEY PREPARED FOR DONALD F. & SHARON M. BUCHANAN, SOUTH WINDSOR, CT. SCALE 1IN = 60FT. DATE JUNE 12, 1985 REV TO 7/25185, WILLIAM R. PALMBERG 3.) PROPERTY OF ANNA R. FRENCH, SMITH STREET, SOUTH WINDSOR, SCALE 1"=50' DATE SEPTEMBER, 1974, GEORGE T. PANELLA 4.) PROPERTY MAPPED FOR SEBASTIANO GALLO, SMITH STREET, SOUTH WINDSOR, CONN., SCALE 1"=40', DATE JUNE 6, 1972 REV TO DEC. 13, 1977, SHEET 1 OF 1, GRISWOLD & FUSS, INC. 5.) PROPERTY SURVEYED FOR GEORGE C. ROYCE, SMITH STREET, SOUTH WINDSOR, CONN., SCALE 1"=40', DATE SEPT. 24, 1959 REV TO APRIL 22, 1966, HAYDEN L. GRISWOLD 6.) FOR MORTGAGE PURPOSES ONLY, PROPERTY OF JAMES B. & PATRICA A. RUMMANS, NO. 236 SMITH STREET, SOUTH WINDSOR, CONN., SCALE 1"=50', DATE: JULY 27, 1978, KENNETH R. BOUD L.S. °cox sc, LEGEND IRON PIN TO BE SET 0 EXISTING IRON PIN — F — FOUNDATION DRAIN (4" PVC S=0.5% MIN) ETC ELECTRIC/TELEPHONE/CABLE TV — —PROPOSED X 115.0 PROPOSED SPOT GRADE 330— EXISTING CONTOUR —�-— PROPOSED CONTOUR EXISTING WELL TIP TEST PIT PT Q PERCOLATION TEST — EDGE OF WATER LIMITS OF 80' REGULATED UPLAND REVIEW AREA —A LIMIT OF REGULATED WETLANDS DIRECTION SURFACE FLOW EXISTING TREE LINE PROPOSED TREE LINE N/F EVERGREEN WALK, LLC (V. 1169, P. 4) ZONE: GD 0A EASEMENT TYPE GRANTOR GRANTEE ACCESS & UTILITIES EASEMENT N/F LOT 1 N/F LOT 2 ® IRRIGATION EASEMENT N/F LOT 2 N g ' r /iolU O-P &Otd-A `0&Ui4o� 9. If, for any reason, finished grading and other 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 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 roR-C', TELEPHONE (860) 644-2511 submitted prior to issuance of a Certificate of Occupancy. CERTIFIED MAIL 7004 2510 0003 9803 3902 June 22, 2006 Craig Doug Nation 200 Sullivan Avenue South Windsor, CT 06074 Dear Mr. Nation: Re: App106-29P, Nation Interior Lot We are pleased to advise you that the Planning & Zoning Commission voted on June 13, 2006, to approve with modifications a special exception to article 4.6.1 and subdivision on 4.14 acres to create one interior lot to be on property located on 250 Smith Street, RR zone as shown on plans prepared by Design Professionals, Inc., project #2089 and dated 12/12/05. This approval is subject to the following modifications: 1. Drainage and construction for this lot is subject to the approval of the Town Engineer. 2. Septic system final design must be submitted to and approved by the Environmental Health Officer prior to filing of mylars and issuance of building permits. 3. Water shall be supplied to this lot by public water. 4. This application is subject to the conditions of approval of the Inland Wetlands agency/Conservation Commission. 5. Fire Marshal's approval is required for driveway configuration. 6. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 7. All easements for conservation purposes, drainage or utilities, that may be required in connection with the approval of this lot, must be submitted on standard Town easement form where appropriate, to this Commission prior to filing the mylars and issuance of building permits. 8. Footing drains are required for the house. Prior to the building of any structure on a lot, a topographic map, drawn to a scale of 1" = 40', shall be submitted, showing proposed contours, elevations and the location of the footing drains. No building permit will be issued until the proposed contours, floor elevations and location of footing drains have been approved by the Town Engineer. 10. 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. 1 I. An as -built plan is required prior to issuance of a Certificate of Occupancy per Section 4.13.10 of the zoning regulations. 12. Engineering comments dated 6/13/06 must be addressed to the Town Engineers satisfaction. 13. The street trees easement must be shown on the plot plan. Black and white transparent mylars of Sheets #3 with the above modifications, together with three blueprint topics of the entire set of plans must be submitted to this Commission within 30 days to be stamped and signed. The letters of approval of this Commission, as well as the Inland Wetlands Agency/Conservation 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 September 30, 2006. After filing these plans, a copy of the receipt must be submitted to the Planning Department. The attached Special Exception form must be completed and filed in the Town Clerk's office. The special exception will take effect upon filing. Sincerely, Patrick Kennedy, Chairm Planning and Zoning Commission Enclosures cc: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal Design Professionals, Inc. Attachments: Special Exception form OWNER APPLICANT DOUG NATION 200 SULLIVAN AVE. SOUTH WINDSOR, CT. 06074 TEL. (860) 982-7500 Z c x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY Z II II LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE m INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 6/26/06 IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE REVISIONS AS PER TOWN COMMENTS DESCRIPTION /F JOHNSON U1N WINDSOR BROWNSTONE N/F FND EVERGREEN WALK, LLC (V. 1169, P. 4) ock Nf / ZONE: GD ZONE: RR ISO 7- /4, B�FF�R �INF WF 1-9 WF 1-10 O \ WF 1-7 wF 1-6 � / WF 1-12 ,_— 1-5 WF WF 1-16 4 FENC WF 1—/1�i / POSTS GRANITE MO W/ REBAR FND ©/ 69oAg1 N/F MARGARET R. FRENCH 2 (V. 387, P. 114) co 0) �0CV dV f° N (o FF:110.75 GAR 108.75 TOW:109.75 BASE: 102.08 (F):100.75 � 31 GRANITE MON ATURE OAK W/ DH FND V'(TO REMAIIN TREE ('V 36. 90,x90' BUILDABLE SQUARE LTMN N LOT NM)M 357.8r 12• o N � `O 01, / \ \RItEWAY fVf��OF /PROPOSED IRRIGATION PIPE (7Z) BE INSTALLED WITHIN / EASEMENT AREA DEPICTED, CONNECTING TO EXISTING WELL AND EXTENDING TO S 10' WIFHIN PROPERTY N/F 6� 23Q 3 \ "' / a° 30HNSONAND� CAPPED/MARKED. / PARCEL A 4,336f SF 27 , TO BE DEEDED TO ABUTTER N/F AARON L. & \ KAREN JOHNSON UPON SUBDIVISION \ APPROVAL, OR CONSOLIDATED WITH LOT #2 SURVEY NO TES: 1. THIS SURVEY AND MAP HAVE BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-3006-1 THRU 20-JOOB-20 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. -HORIZONTAL ACCURACY MEETS CLASS A-2 AND VERTICAL ACCURACY MEETS CLASS T-2. -TYPE OF SURVEY IS A RESURVEY AND IS INTENDED TO DEPICT THE LOCATION OF PROPERTY LINES WITH RESPECT TO PROPOSED IMPROVEMENTS. TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. JAU �f.4=�_� - 12327 BY LAWRENCE R. GEISSLER, JR., L.S. LIC. No. N/F AARON L. & KAREN JOHNSON (V. 443, P. 211) 1' r FND so CRAIG D. NATION WF 1-4\ I (V. 1670, P. 4) WF 1-3 WF 2 168,457 sq. ft. 3.867 ac. LIMIT OF 80' REGULATED UPLAND iEW 1" PIPE FND (4) AREA OF LOT 2 TOTA : 123,750±SF 2.8f AC AREA EXCLUSIVE OF ACC 2.5t AC AREA OF ACCESSWAY: 13,161±SF 0.3t AC S86'58'43"E O IN I Y: 50' F.Y. 50' R.Y. (n O- 8' _ gpW90, BUILDABLE O 5 Z � HEMLOCK SQUARE N N 1 REP 0 o 2r 2a o n( I I HEMLO A \ I \ I o J NW o FF: 125.00 �o O GAP, 123.00 M OP. BI D VE M TOW: 124.00 BASMNT:116.33 �. (F): 115.00 7.37, / 50 F Y 18' J15 EE NO 1 O m 3t 25' + 40,369±SF it L>, 0.9f AC ,IRA 0 O 50' BUFFER LINE O z F¢- 0 00 O L0 L0 I BAR FND I Y EAST & 0.75�NO�l PROPERTY COR N/F EVERGREEN WALK, LLC PROP.10'STREET E PIT AtTe TREEEASEMENT S86°41'43'E IN FAVOR OF �5. THE TOWN OF SOUTH WINDSOR QQ1467P pAR . 'CHESIMr 146.20'Ll CHESIHLIT3 — --- --- LII,S 1" PIPE �III�IIInow=III - - -- —D I III ` III�III --- -,-M- --~SMEE III III `I I I T ZONE: DC --- ----- ----- GRAPHIC SCALE 40 0 20 40 so ( IN FEET ) 1 inch = 40 ft. REBAR FNL 4.90' EAST OF PROPEF 11**0) Tel. 860.291 • 8755 �� Fax 860. 291 • 8757 MV080Oa/ PLOT CLAN fzonaas DESIGN: JAU DRAWN.• JAU CHECKED: LRG civil engineers • planners surveyors landscape architects • gis • gps JOB ND.: 2089 DATE: 412012006 PO Box 1167, South Windsor, Connecticut 06074 DRAWING NO.: JOBS/SURVEY/2089-3PL0T �`°cox s 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CT 06074 SOR•COTELEPHONE (860) 644-2511 June 9, 2006 Certified #70042510000398029592 Design Professionals, Inc. Attn: Ms. Karen Isherwood 165 South Satellite Road South Windsor, CT 06074 RE: Appl. #06-29P - Nation Interior Lot Dear Ms. Isherwood: At the June 7, 2006 regular meeting, the Inland Wetlands Agency/Conservation Commission approved application #06-29P - Nation Interior Lot - 250 Smith Street - Inland Wetland/Conservation Commission application to create an interior lot, dwelling, yard and septic system on property northerly of Smith Street and easterly of Wheeler Drive. Rural Residential zone. This approval is subject to the following conditions: 1. One blueprint copy of the entire set of plans and this letter reproduced thereon, must be submitted to this Commission. This must be completed within 65 days of approval prior to any construction activity on the site. Plans submitted to Planning & Zoning Commission shall be considered having met this requirement. 2. The application shall indemnify and hold harmless the Town of South Windsor against any liability, which might result from the proposed operation or use. 3. The permit is valid for five years and shall expire on June 7, 2011. It is the landowner(s)/appiicant(s) responsibility to track expiration dates and notify the Commission of a renewal request at least 65 days prior to expiration. 4. All approvals required must be obtained and submitted prior to any activity on the site. 5. A contact person shall be identified on the plans. 6. Revised application and plan to be submitted to the file to reflect the additional impact within the upland review area associated with accessing the existing shallow well on the site. Nation Interior Lot June 9, 2006 Page 2 7. Abutter receipts to be submitted in order for the file to be complete. Very truly yours, rnn ), A ,l XlLI 1d ( Elizabdih A. Warren, Chairperson INLAND WETLANDS AGENCY/ CONSERVATION COMMISSION EW:dr cc: Chief Building Official Mr. Craig Douglas Nation DEPENDENT RESURVEY PREPARED FOR: CRAIG D. NA TION SOUTH WINDSOR CONNECTICUT SHEET 3, 5 N NOTES: 1.) THE PURPOSE OF THE MAP IS TO DELINEATE THE BOUNDARIES AND IMPROVEMENTS OF THE PARCEL AND TO CORRECT A LATENT AMBIGUITY IN THE PROPERTY DESCRIPTION AS FIRST APPEARS IN VOLUME 118 PAGE 246 AND WAS CARRIED FORWARD. 2.) THE PROPERTY IS LOCATED IN ZONE RR. 3.) THE PROPERTY IS IN FLOOD ZONE X - AREA DETERMINED TO BE OUTSIDE THE 500-YEAR FLOODPLAIN PANEL NO 10 OF 11 COMMUNITY PANEL NUMBER 090036 0010D REVISED ON FEBRUARY 23, 2001. 4.) UNDERGROUND ENCROACHMENTS, STRUCTURES, OR SYSTEMS, IF ANY EXIST, WERE NOT A PART OF THIS SURVEY, EXCEPT AS DEPICTED OR NOTED HEREON. 5.) PERIPHERAL PROPERTY LINES OF ADJACENT OWNERS ARE FOR INFORMATIONAL PURPOSES ONLY AND ARE NOT TO BE CONSTRUED AS BEING ACCURATELY LOCATED OR DEPICTED. 6.) STONEWALLS, FENCES, AND WATERCOURSES MAY DEVIATE SLIGHTLY FROM PRINCIPLE COURSES SHOWN. 7.) SUBJECT PROPERTY IS ALSO PRESENTLY DEFINED AS LOT 6 ON SOUTH WINDSOR TAX ASSESSOR MAP 17. 8.) ANY ENCROACHMENTS ARE DEPICTED AS SHOWN. 9.) ALL MONUMENTATION FOUND OR CONTRACTED TO BE SET IS DEPICTED HEREON. 10.) WETLANDS FLAGS DELINEATED BY CONNECTICUT ECOSYSTEMS LLC ON 1/3/05 AND FIELD LOCATED BY DESIGN PROFESSIONALS, INC. ON 1/25/05. 11.) SUBJECT TO CERTAIN WELL RIGHTS AS TYPICALLY DELINEATED IN V. 1670, P. 4; V. 118, P. 246; V. 30, P. 519. 12.) TOTAL PARCEL AREA= 169,800±SF= 3.9±AC. 13.) A STREET EXCAVATION PERMIT IS REQUIRED FOR CONSTRUCTION OF DRIVEWAY(S) AND FOR WATER INSTALLATION. 14.) PROPOSED DRIVEWAY FOR LOT #2 MUST BE CONSTRUCTED AT LOCATION DEPICTED ON PLANS OR FARTHER NORTH. THE PURPOSE OF THIS LOCATION IS TO AVOID DISTURBANCE TO EXISTING MATURE EVERGREENS ALONG SOUTHERN BOUNDARY. TREES ARE TO REMAIN. 15.) DRIVEWAY DEPICTED AT MAXIMUM SLOPE=10%. DRIVEWAYS CONSTRUCTED AT A SLOPE >10% AND LESS THAN THE MAXIMUM ALLOWABLE 15%, REQUIRES A TURNAROUND (10'X15') TO BE CONSTRUCTED TO STANDARDS FOUND IN CURRENT PUBLIC IMPROVEMENT SPECIFICATIONS. 16.) FOUNDATION DRAIN FOR LOT #1 DEPICTED 10' MINIMUM FROM PROPOSED SEPTIC TO BE CONSTRUCTED WITH APPROVED TIGHT PIPE & BACKFILLED WITH NATIVE, NON -FREE DRAINING MATERIAL. MAP REFERENCES: 1.) ALTA/ACSM LAND TITLE SURVEY, EVERGREEN WALK, LLC, BOUNDARY PLAN, BUCKLAND ROAD SOUTH WINDSOR, CT SCALE 1"=100', DATE 12/12/00 REV TO 11/27/01, SHEET 1 & 4 OF 4, FUSS & O'NEILL INC. 2.) SURVEY PREPARED FOR DONALD F. & SHARON M. BUCHANAN, SOUTH WINDSOR, CT. SCALE 1IN = 60FT. DATE JUNE 12, 1985 REV TO 7/25/85, WILLIAM R. PALMBERG 3.) PROPERTY OF ANNA R. FRENCH, SMITH STREET, SOUTH WINDSOR, SCALE 1"=50' DATE SEPTEMBER, 1974, GEORGE T. PANELLA 4.) PROPERTY MAPPED FOR SEBASTIANO GALLO, SMITH STREET, SOUTH WINDSOR, CONN., SCALE 1"=40', DATE JUNE 6, 1972 REV TO DEC. 13, 1977, SHEET 1 OF 1, GRISWOLD & FUSS, INC. 5.) PROPERTY SURVEYED FOR GEORGE C. ROYCE, SMITH STREET, SOUTH WINDSOR, CONN., SCALE 1"=40', DATE SEPT. 24, 1959 REV TO APRIL 22, 1966, HAYDEN L. GRISWOLD 6.) FOR MORTGAGE PURPOSES ONLY, PROPERTY OF JAMES B. & PATRICA A. RUMMANS, NO. 236 SMITH STREET, SOUTH WINDSOR, CONN., SCALE 1"=50', DATE: JULY 27, 1978, KENNETH R. BOUD L.S. SOILS TEST DATA TP 100-107 MARCH 10, 2006 TP 100 0-4 TOPSOIL AND LEAF LITTER 4-22 DARK BROWN SILTY LOAM 22-34 RED -TAN SILTY LOAM 34-70 COARSE SAND WITH SILT MOTTLING 22", ROOTS 42", WATER 70", NO LEDGE TP 101 0-2 TOPSOIL AND LEAF LITTER 2-26 BROWN SILTY LOAM 26-84 BROWN FINE SAND, SOME LOAM MOTTLING 27", ROOTS 37", NO WATER, NO LEDGE TP 102A 0-3 TOPSOIL AND LEAF LITTER 3-17 BROWN SANDY LOAM 17-30 SANDY GRAVEL 30-75 BROWN SILTY SAND MOTTLING 31", NO ROOTS, NO WATER, NO LEDGE TP 103 0-4 TOPSOIL 4-28 LOAM SAND 28-88 FINE SILTY SAND NO MOTTLING, NO ROOTS, NO WATER, NO LEDGE TP 104 0-4 TOPSOIL 4-28 COMPACT SAND LOAM 28-78 FINE SILTY SAND NO MOTTLING, NO ROOTS, NO WATER, NO LEDGE TP 105 0-5 TOPSOIL 5-38 COARSE GRAVEL SANDY LOAM 38-88 FINE SILT SAND NO MOTTLING, ROOTS 55", NO WATER, NO LEDGE TP 106 0-3 TOPSOIL 3-12 SAND SUBSOIL LOAM 12-42 FINE SANDY LOAM NO MOTTLING, NO ROOTS, WATER 42", NO LEDGE TP 107 0-4 TOPSOIL 4-43 SAND LOAM 43-66 FINE SAND NO MOTTLING, ROOTS 40", NO WATER, NO LEDGE DEPTH PERCOLATION TEST: OF PERC. HOLE: 24 1 INCHES TIME REAP NIG, CALC. RATE (MINUTES) (INCHES) (MIN/INCH) 2: 30 13.0 - 2:31 14.0 1.0 2:32 14.5 2.0 2:33 15.5 1.0 2:34 16.0 2.0 2:36 16.75 2.6 2:37 17.5 1.3 2:38 18.0 2.0 2: 40 18.5 4.0 2: 42 19.5 2.0 2: 44 20.0 4.0 2: 46 20.75 2.6 2: 48 dry LEGEND IRON PIN TO BE SET © EXISTING IRON PIN - F - FOUNDATION DRAIN (4" PVC S=0.5% MIN); MAINTAIN MIN. SEPARATION OF 10' FROM PROPOSED SEPTIC AREAS. SEPARATION OF 10'-25' REQUIRES TIGHT PIPE & BACKFILL WITH NATIVE MATERIAL. - ETC -PROPOSED ELECTRIC/TELEPHONE/CABLE TV �DOWNSTONE N / F X 115.0 PROPOSED SPOT GRADE EVERGREEN WALK, LLC -330- EXISTING CONTOUR -- PROPOSED CONTOUR �® (V. 1169, P. 4) EXISTING WELL / TP ® TEST PITPT FEN ® PERCOLATION TEST PO Ng>33. - EDGE OF WATER 2i�23St1i LIMITS OF 80' REGULATED UPLAND REVIEW AREA N/F -A LIMIT OF REGULATED WETLANDS EVERGREEN WALK, LLC DIRECTION SURFACE FLOW (V. 1169, P. 4) So, e� EXISTING TREE LINE �'FFFR �� WF 1-7 ai f'Y"Y� PROPOSED TREE LINE - `� o o' �� �b/ ' WF 1-8 _ \ 1" PIPE i \ FND 0V WF 1-10 �� �WF1 WF 1-12 ` t1- 1-5 i \ WF 1-17 \ WF 1-4 w 1-13 CRAIG D. NATION �09. 1-1 1 6- 0, R- 4} - - - - - _ _ ♦ \ WF 1-3 K'F r2 -1151 ,4-57 Sq. ft.---- '_ �_WF,-, A ' FENCE ` POST 3.867 C1C. .- WELL? \ �� ' ®! ' LIMIT OF 80' REGUEAiED UPLAND RE EW-94 ! O GRANITEREBM SILT FENCE (TYP) ' I �� FND \ �q'1� / \ TP1 6 y ( EASEMENT TYPE GRANTOR GRANTEE ACCESS & UTILITIES EASEMENT N/F LOT 1 N/F LOT 2 ®IRRIGATION EASEMENT N/F LOT 2 N/F JOHNSON © STREET TREE EASEMENT NATION AIG TOWN SOUTHOWINDSOR -96- U ' 1" PIPE - �-� FND -9, I bj Q 1" PIPE FND - - IAR FND YEAST & 0.75' NORTH PROPERTY CORNER REBAR FN 4.90' EAS 0 OF PROPE INSTALL RD - FL: 97.000 CREEN 101 N / F -98 - - - - _ _ T H A R S AR - -104 90'X90' ' MARGARET R. FRENCH BUILDABLE SQUARE I \ _----___-- AREA OFLOT 2T®fA Cb/ ,1 - o - - - - of " 123,750t$F t . ^N 0 CO ' J 0 _ 2.8t ACl t -11�- 00 �" co _ �; - - - _ - - - �--- -= _ - - - -AREa EXCLUSIVE OF ACC WAtY: o~ FF:110.75 i -7---- ' 2 0) GAR. 108.75 I - - .5f AC - , t TOW: 109.75 I S� - - - . AREA - ` S 1 - , OF ACCESS WAY: ' ' ,' / Ld N / F PERCOLATION TEST: 2 TOW 109.75 _ (F):100.75 _ INV. 101. _ _ _ _ - 13,41671fSF ,/ DEPTH OF PERC. HOLE: 22 INCHES / �- - - - - - - - - 0.3f AC EVERGREEN WALK, t t / 0� 08.75 •` ♦ _ EX. YlELL O LLC TIME READING CALC. RATE IHfV�f 1 UM IAt N187H or 3a- - ABANDONED) (TO BE �L EENG(E (TYp) T \ \\ / 0 - _ (MINUTES) (INCHES) (MIN/INCH) �� f _ �\FL 109.0 .0 ♦ ` 200.0- 2:50 12.5 - `APPROX. LOC. 0/ J -�q- _ '`� S86'5843'E ` Qf� GRANITE MON �O/O , MATURF OAK TRFF \ ' ,�N\ 0 A - , T 7 \ ,\ ` \ fl 2: 51 14.5 0.5 W/ DH FND '� \� (TO REMAIN) YY ECfc -1 BOTTOM ENCH=i0$,gp /cA - _gyp O _ \ 1 \ W 2:52 16.0 0.6 / - - '2.ORNFWAY�SF r (SEEINOTE fl0) TR % `\ \\ 1\\ 0 - 2:53 17.0 1 `� d � V Rio ' Now #1q) , 682po3„♦ TP- E A ® / , \1 d IQ A t N PROPOSED IRRIGATION PIPE IJ (>b RfA1,y� � \ RESERVE A O 2: 54 18.25 0.8 TO BE INSTALLED WiTHfri a - - H1 3 3 �s , \ G EASEMENT AREA DEPICTED, 20 2:5E dry CONNECTING TO EXISTING ` i' �� _ 5O//R.Y' / f WELL AND EXTENDING TO S �' ♦ ♦ _ / , TP10 t 00 10' WITHIN PROPERTY N/F 60; 3p 90'X90 TQ JOHNSON AND _ S �! ` /� '; \l �"a• \ BUILDA�L� SQUARE 104 CAPPED/MARKED. �ti12 >C� ' / �- A`'C� .� y kLMLOCK ♦ ', 1 1 =y _ j} t PARCEL A F. - \ f Q ♦ _ / i 4,336f SF HEWO'Ke (TO RE �y' 11 TO BE DEEDED TO ABUTTER N F 6 ' / - 25 "t \ ♦ - ' ' F ' I / "ARON L. & s - - _ INV. 112.90 �,/ KAREN JOHNSON UPON SUBDIVISION ,,e' � / , APPROVAL, OR CONSOLIDATED WITH LOT #2 \\\ II / GAR.123.00 M OWNER/APPLICANT DOUG NATION 200 SULLIVAN AVE. SOUTH WINDSOR, CT. 06074" TEL. (860) 982-7500 0 REBAR FND SURVEY NOTES• 1. THIS SURVEY A D MAP HA VE BEEN PREPARED IN ACCORDANCE W/TH SECTIONS 20-3008-1 THRU 20-3OOB-20 OF THE REGULA TIONS OF CONNECTICUT STA TE AGENCIES -"STAND RDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" PREPARED AND A OPTED BY THE CONNECTICUT ASSOCIA TION OF LAND SURVEYORS INC. SEPTEMSER 2 , 1996. -HORIZONTAL ACC RACY MEETS CLASS A-2 AND VERTICAL ACCURACY MEETS CLASS T-2. -TYPE OF SURVE Y IS A RESURVEY AND IS INTENDED TO DEPICT THE LOCATION OF PROPERTY LINES 1,11TH RESPECT TO PROPOSED IMPROVEMENTS jv 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS c`� R u n LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. INFORMATION. ALL EXISTING UTILITIES SHOULD m BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION, 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 6/26/06 PER TOWN COMMENTS JAU-12327 IMPRESSION SEAL AND ORIGINAL SIGNATURE \� OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION ey LAWRENCE R. GEISSLER, JR., L.S. LIC. No. OP. BI vE \ TOW: 124.00 M \ 13ASMNT:116.33 68. N/F OT 15 ` y z 12 AARON L. & KAREN JOHNSON -126- " 25'` 40,39� F (V. 443, P. 21 1) ;�. 4 r ,Q 9f AC-1E2- G.ARA----- 10�P FFEE LI�N_E _ ^ �� O \ W ' , ' - 126-1 W ANTI- / ti TRACKIN�APRON (Tp(� PROP. 10' STREET � 21' T i TREE EASEMENT 81�-- r- THE TOWN OF SOUTH WINDSOR s1 146.07' GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. -- - wh . , IFs1Nar ' t" PIPE _ -136-- PND I,--SIGHTLINE IS 500'.IN BOTH DIRECTIONS - S R Tapprox. location Of w�Ter)12- �o Tel. 860.291 • 8755 Fax 860.291.8757 lk � J � IrJ��'�J�rJ1J�IJJ civil engineers • planners • surveyors landscape architects • gis • gps PO Box 1167, South Windsor, Connecticut 06074 TOO POG�AP' CC PLANT DESIGN. ✓AU DRAWN: ✓AU I CHECKED: LRG .IoB No.: 2089 1DA TE• 412012006 DRA WING NO.: 103SISUR VEY12089- 4 TOPO Lot 2 No. of Bedrooms Proposed: 4 Perc. Test Hole Number: P-2 Percolation Rate (Min/Inch): 0-5 HF = 28 Restrictive Depth (Inches): 22 FF = 2.0 Slope (%): 10-14% PF = 1.0 M.L.S.S. (ft.) = 56 Galleys Req'd = 7 SF Effective Area Req'd (SF) = 660 Effective Leaching Area (SFAF) = 5.9 Linear Feet of Galleys Req'd = 112 Galleys Req'd = 14 PROVIDED: 2-12" LEACHING GALLERIES (56 EACH)= 112 LF TOTAL. 56' - 12" CONCRETE GALLERIES G TOP: 99.70 BOT: 98.70 INV: 99.25 D-BOX H INV. IN= 99.42 INV. OUT= 99.25 56' - 12" CONCRETE GALLERIES TOP: 99.70 BOT: 98.70 INV: 99.25 J 161' - 4" PVC @ 0.7% K 1250 GALLON SEPTIC TANK* INV. IN= 100.85 INV. OUT= 100.60 L 30'- 4"D.I. @2.1% INV 101.50 *ADD 250 GALLONS IF GARBAGE DISPOSAL IS INS-'ALLED. Lot 1 No. of Bedrooms Proposed: 4 Perc. Test Hole Number: P-1 Percolation Rate (Min/Inch): 0-5 M.L.S.S. (ft.) = N/A- (No restrictive layer) SF Effective Area Reqd (SF) = Effective Leaching Area (SFAF) _ Linear Feet of Galleys Req'd = 660 5.9 112 Galleys Req'd = 14 PROVIDED: 2-12" LEACHING GALLERIES (56 EACH)= 112 LF TOTAL. 56' - 12" CONCRETE GALLERIES A TOP: 109.50 BOT: 108.50 INV: 109.05 D-BOX B INV. IN= 109.22 INV. OUT= 109.05 56' - 12" CONCRETE GALLERIES C TOP: 109.50 BOT: 108.50 INV: 109.05 D 50' - 4" PVC @ 5.5% E 1250 GALLON SEPTIC TANK* INV. IN= 112.25 INV. OUT= 112.00 F 30'- 4"D.L @2.1% INV 112.90 *ADD 250 GALLONS IF GARBAGE DISPOSAL IS INST/ DEPENDENT RESURVEY PREPARED FOR: 250 SMRTH STREET SOUTH WINDSOR CONNECTICUT 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 4. EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE INSTALLED PRIOR TO CONSTRUCTION, WHEREVER 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 SEEDING SCHEDULE ALL DISTURBED AREA 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 10-10-10 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 SO. 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 45% PERENNIAL RYEGRASS 10% APPLY 1 POUND PER 1,000 SQ. FT. OR 45 POUNDS PER ACRE. WOOD CHIPS SHOULD BE APPLIED AT A RATE OF 500-900 POUNDS PER 1,000 SQ. 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. 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 AND STOCKPILE IN THE LOCATIONS AS SHOWN ON THE PLANS. RING SOIL 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. GRADING OF SITE, CAN BEGIN. ESTIMATED START DATE FOR CONSTRUCTION — SPRING 2006 ESTIMATED COMPLETION DATE FOR THE PROJECT — FALL 2006 OWNER,APPLICANT DOUG NATION 200 SULLIVAN AVE. SOUTH WINDSOR, CT. 06074 TEL. (860) 982--7500 z -< X II II 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE m INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR NO. I DATE REVISIONS DESCRIPTION %om ANGLE POSTS A GLE 1. SET POSTS AND EXCAVATE A 6%6" TRENCH 2. STAPLE THE SILT FENCING TO THE OS FOR STABILITY POST UPSLOPE FROM POSTS. SILT END OF THE POST AND SELF— FENCING CLEANING. 95. —WIDTH VARIES F 12" MIN. SURFACE COURSE -BITUMINOUS - 11=1 I =) �111-III 1=1 I mI I I� I1=111= �_ -III=1I I— ' 11=1 I I I� I off I� I f=i III=1I1— 1_ 1 /2�� CONCRETE, CLASS 2 RISE 1 /4" PER FT OR AS DIRECTED 3. ATTACH FILTER FABRIC TO 4. BACKFILL THE FILTER THE WOODEN POSTS AND EXTEND TRENCH AND COMPACT FABRIC IT INTO THE TRENCH THE EXCAVATED SOIL. COMPACTED BACKFILL -III—I I I,r.l I r �-III—I I I,rl i t CONSTRUCTION OF SYNTHETIC FILTER BARRIER GRAPHIC SCALE 0 ( IN FEET ) 1 inch = ft. GRAVEL BASE —� 8" DEPTH AFTER COMPACTION PLACED IN TWO COURSES CROSS SECTION BITUMINOUS CONCRETE DRIVEWAY N.T.S. 1-1/2" v 00 860-291-8755 Fox 860-291-8757 Al OWgn civil engineers • planners surveyors landscape architects • gis • gps PO Box 1167, South Windsor, Connecticut 06074 np 7A9L8" DESIGN: JAU DRAWN.' ✓AU I CHECKED: LRG ✓oB No.: 2089 DATE 412012006 DRAWING No.: JOBS/SURVEY/2089-4 TOPO 01 STONE TO BE PLACED RIC MATERIAL THRU STREET EDGE OF PAVEMENT ANTI —TRACKING APRON not to scale PROPERTY OF CRAIG D. NA TION 250 SMU Zl H S !l Rls'eE !L SOUTH WI i SOR CONNECTICUT SHEET 9 0111 LANDSCAPE NOTES: 1. ALL EXISTING TREES TO REMAIN WITHIN THE STREET TREE EASEMENT, SHALL BE SHAPED OR PRUNED AS REQUIRED BY SOUTH WINDSOR TREE WARDEN. 2. DEBRIS AND DEAD, UNHEALTHY OR POORLY SHAPED EXISTING TREES SHALL BE REMOVED FROM PROJECT AREAS AND BUFFERING. 3. ALL AREAS DISTURBED OR DESIGNATED TO BE SEEDED SHALL RECEIVE FOUR (4) INCHES OF TOPSOIL, SOIL AMENDMENTS AND MULCH. WATER AND MAINTAIN LAWN AREAS UNTIL ALL AREAS ARE STABILZED AND ACCEPTED BY THE OWNER. 4. LAWN GRASS SEED MIXTURE: A. SEEDING MIXTURE TYPE 1 (LAWN AREAS): BLUEGRASS BLEND (3 VARIETIES) 50% OF MIXTURE CHEWINGS RED FESCUE 30% OF MIXTURE PERENNIAL RYEGRASS 20% OF MIXTURE APPLICATION RATE: 4.50LBS. PER 1000S.F. B. SEEDING MIXTURE TYPE II (LOW MAINTENANCE TOWN MIX) PERENNIAL RYE GRASS 10% OF MIXTURE CREEPING RED FESCUE 10% OF MIXTURE ALSIKE CLOVER 5% OF MIXTURE RED TOP 5% OF MIXTURE TALL FESCUE 70% OF MIXTURE APF CATI VIVI RATE: S.VVLBS PER I,VVV S.F. 5. ALL TREES AND SHRUBS SHALL MEET THE 2004 AMERICAN STANDARDS FOR NURSERY STOCK, ANSI, Z60.1 BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION OR LATEST EDITION. 6. PLANTING SEASONS: SPRING- MARCH 15 TO MAY 20 FALL- SEPTEMBER 15 TO NOVEMBER 15 7. PLANTING SEASON VARIANCE: IF SPECIAL CONDITIONS EXIST TO REQUIRE STREET TREE PLANTING OUTSIDE THE ABOVE SPECIFIED DATES, THE CONTRACTOR SHALL SUBMIT IN WRITING FOR PERMISSION BY THE TREE WARDEN. ANY VARIANCE IN THE PLANTING SEASON WILL NOT AFFECT THE ONE YEAR PLANTING GUARANTEE PERIOD. 8. STREET TREES WILL NOT BE PERMITTED UNLESS APPROVED IN WRITING BY THE TREE WARDEN. ALL LANDSCAPE DESIGN CHANGES AND SUBSTITUTIONS REQUIRE A CHANGE ORDER AND APPROVAL OF THE TOWN OF SOUTH WINDSOR. 9. PROVIDE A MINIMUM OF 12" OF PLANTING SOIL MIXTURE IN ALL SHRUB PLANTING BEDS. 10. PLANTING SOIL MIXTURE (BY VOLUME) SHALL BE EQUAL TO: A. LEAF COMPOST- 10%-12% B. COURSE SAND- AS NECESSARY C. CLAY LOAM TOP SOIL- AS NECESSARY D. SOIL AMENDMENTS- AS RECOMMENDED BY SOIL FERTILITY TESTING THROUGH THE UNIVERSITY OF CONNECTICUT. 11. SOIL MIXTURE SHALL CONTAIN THE ABOVE TO ACHIEVE THE FOLLOWING GRADATION RANGE`: A. GRAVEL -LESS THAN 10% B. COARSE/MEDIAN SAND- 55%-65% C. FIND TO VERY FINE SAND- 15%-35% D. SILT- 10%-20% E. CLAY- 15%-20_7. 12. SOIL AMENDMENTS: A. LIME SHALL BE PELLETIZED LIME MANUFACTURED TO MEET AGRICULTURAL STANDARDS AND CONTAIN A MAXIMUM OF 60% OXIDE. (I.E., CALCIUM OXIDE PLUS MAGNESIUM OXIDE) TO ACHIEVE A pH OF 6.0-6.8 FOR LAWN, TREES AND NON-ACID LOVING PLANTS. THE SOIL pH FOR ACID LOVING PLANTS SHALL BE 4.5 TO 5.3. B. FERTILIZER USED SHALL BE OF A FORMULA RECOMMENDED BY THE UCONN SOIL NUTRIENT ANALYSIS LABORATORY TESTING TO ACHIEVE THE MINIMUM RECOMMENDATIONS FOR NITROGEN PER 1000 S.F. OF LAWN AREA. APPLY ONE POUND OF 10-10-10 FERTILIZER PER 100 S.F. OF SHRUB/FLOWER BEDS. THE FERTILIZER SHALL BE A MINIMUM OF 50% ORGANIC SLOW -RELEASE COMPOSITION. C. APPLY 100 POUNDS OF LIME PER 1,000 SQUARE FEET OF LAWN AREA DISTURBED TO RAISE THE pH. APPLY 10 POUNDS OF LIME PER 100 SQUARE FEET FOR AREAS TO RECEIVE DECIDUOUS SHRUBS. NO LIME SHALL BE APPLIED TO AREAS RECEIVING EVERGREEN TREES, BROAD-LEAVED EVERGREENS OR NARROW -LEAVED EVERGREENS. DO NOT HEAVILY PRUNE THE TREE AT PLANTING PRUNE ONLY CROSSOVER LIMBS. CO -DOMINANT LEADESOME IINNYER�IORBTWIWIGSNOR AND LATEDRALRBRAANCHES MAY BE PRUNED; HOWEVER, DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN. STAKE TREES ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT SEE STAKING DETAIL. WRAP TREE TRUNKS ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT. IN THE NURSERY • AND ROTATE TREE EACH TREE MUST BE PLANTED SUCH THAT TO FACE NORTH AT THE SITE WHEN EVER %THE TRUNK FLARE IS VISIBLE AT THE TOP POSSIBLE. / OF THE ROOT BALL. TREES WHERE THE TRUNK MULCH FIY. I FLARE IS NOT VISIBLE SHALL BE REJECTED. M - 1- THE TOP DI Stl TOP OF R(TDI BALL FLUSH IV IBDU LAM B hl L' 'J. ""T1A Ei4LL WITH SOIL. "' '^` ^vv. GRADE OR 25-50 MM ((I-2 IN.) 400 MM (84b) DIAL' F'r'luff,eEf HIGHER IN SLOWLY ,PA SOIL,. z dip" 200 MM (8 IN.) _M IDO MM � IN.) HIGH EARTH SAUCER BEYOND DGE OF ROOT BALL. 50 MM (2 IN.) MULCH, DO NO PLACE MULCH IN CONTACT WITH TREE TRUNK �',', , REMOVE ALL TWINE, ROPE AND WIRE, AND MAINTAIN THE MULCH WEED -FREE FOR ' ',' BURLAP FROM TOP HALF OF ROOT BALL A MINIMUM OF ONE YEAR AFTER PLANTING. ' IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND THE ROOT BALL. CUT THE WIRE ASKET IN FOUR PLACES AND FOLD DOWN 200 MM (8 IN INTO INTO PLANTING HOLE. PLACE ROOT BALL ON UNEXCAVATED NOTE: ADIMENSIONS ASNSTYPES OF SOIL OR TAMPED SOIL. AMENDMENTS, 0(2 SOIL REPLACEMENT, TAMP SOIL AROUND ROOT BALL SEE "SOIL IMPROVEMENT DETAILS." BASE FIRMLY LY WITH BALL OTTEPRESSURNOT E IFT. lF fill[, II OT-HIT, , TOIL NOT TO SCALE N01E, THI', DETAIL ASSUMES THAT THE PLANTING SPA6E IS LARGER THAN 2400 MM (8 FT.) SQUARE, OPEN TO THE SKY, AND NOT COVERED BY ANY PAVING OR GRATING, PLANTTN5 SCHEDULE + 12" SHRUB PLANTING DETAIL NOT TO SCALE LEGEND IRON PIN TO BE SET 0 EXISTING IRON PIN — F — FOUNDATION DRAIN (4" PVC S=0.5% MIN) — ETC —PROPOSED ELECTRIC/TELEPHONE/CABLE TV X 115.01 PROPOSED SPOT GRADE 330— EXISTING CONTOUR --— PROPOSED CONTOUR EXISTING WELL TIP Q� TEST PIT PT Q PERCOLATION TEST — EDGE OF WATER LIMITS OF 80' REGULATED UPLAND REVIEW AREA —A— LIMIT OF REGULATED WETLANDS DIRECTION SURFACE FLOW EXISTING TREE LINE PROPOSED TREE LINE 3" HIGH EARTH SAUCER (TYP.) 3" STONE MULCH TO MATCH EXISTING REMOVE BURLAP AND TIES FROM TOP 1/3 BALL 1" STONE MULCH TO MATCH EXISTING GROUND COVER BEDS COMPACTED SUBGRADE (TYP.) PLANTING SOIL MIXTURE (TYP.) KEY QUANTITY SCIENTIFIC NAME COMMOM NAME SIZE TYPE REMARKS TREE TO 15 THUJA OCCIDENTALIS'NIGRN DARK AMERICAN ARBORVITAE T-4' HT. B&B 5' O.C. AC 2 AESCULUS X CARNEA'BRIOTII' RED HORSE CHESTNUT 3" CAL. B&B 50' O.C. SHRUB IV 6 ILEX VERTICILLATA WINTERBERRY 18"-24" HT. CONT. 5O.C. MP 6 MYRICA PENSYLVANICA BAYBERRY 3'-4' HT. CONT. T O.C. I NOTE: NO STREET TREES WITHIN THE STREET TREE EASEMENT DUE TO EXISTING LARGE TREES ON TOWN PROPERTY. z n n 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE m INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 6/27/06 PER TOWN COMMENTS JAU IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY N/F tVEKGKttN WALK, LLC (V. 1169, P. 4) ZONE: GD EXISTING TREES WITHIN PROPOSED 50'LANDSCAPE BUFFER EASEMENT TYPE GRANTOR GRANTEE ACCESS & UTILITIES EASEMENT N/F LOT 1 N/F LOT 2 AJtMNI U tt 4�LV L 1F INj 4I wi 1-wNIRKIGAIIVIN (DSTREET TREE EASEMENT NATION AIG SOUTHTOWN OWINDSOR N/F MARGARET R. FRENCH (V. 387, P. 114) PROPOSED TREE GRANITE MON W1 DH FND / 15-TO -J / 3-IV PROPOSED TREE LINE - SURVEY NO TES.- 1. THIS SURVEY AND MAP HAVE BEEN PREPARED IN ACCORDANCE W/TH SECTIONS 20-3008-1 THRU 20—JOOB-20 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. —HORIZONTAL ACCURACY MEETS CLASS A-2 AND VERTICAL ACCURACY MEETS CLASS T-2. — TYPE OF SURVEY IS A RESURVEY AND IS INTENDED TO DEPICT THE LOCH TION OF PROPERTY LINES WITH RESPECT TO PROPOSED IMPROVEMENTS. 3-MP ,;;74::--1 -0.3 PARCEL A 3-MP F 263� 4,336f SF 2r, TO BE DEEDED TO ABUTTER N/F AARON L. & KAREN JOHNSON UPON SUBDIVISION APPROVAL, OR CONSOLIDATED WITH LOT #2 \ LXISTING TEFL LINL N/F AARON L. & KAREN JOHNSON (V. 443, P. 211) GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. PROPOSED TREE LINE FXTSTTN(i I RFF I TNF N/F EVERGREEN WALK, LLC E)C1STING TREES AND VEGETATIVE COVER TV01f•AI 1 AIUII42f`A0C QI ICCC0 CI CIIA111"If1A1 TOWN OF SOUTH WINDSOR 'STREET TREE EASEMENT IN VOR OF THE TOWOF SOUTH---- , NDNSDR _ ` •-�i 1" PIPE FND EZ, ZONE: DC - - - - - - 860-291-8755 Fox 860-291-8757 WIg1J civil engineers • planners surveyors landscape architects • gis • gps PO Box 1167, South Windsor, Connecticut 06074 L AND�C�aPC PL1 AH DESIGN: RLB DRAWN.• RLB CHECKED: LRG ✓OB NO.: 2089 IDA TE.• 412012006 DRAWING NO.: JOBS/SURVEY12089-6LS OWNER/APPLICANT DOUG NATION 200 SULLIVAN AVE. SOUTH WINDSOR, CT. 06074 TEL. (860) 982-7500 PROPERTY OF: SHEET CRAIG D. NATION L 1 250 SMU 1i H S !1 RR EET � ?r�L'sTi�t �yU NDSOR �1+TT,�•�� Trtf+ prepared by: 13 ,Design _ 0 rofessionals, inc. Civil Engineers • Planners • Surveyors • CIS PO BOX 1167 South Windsor, CT 06074 (860) 291-8755 FAX (860) 291-8757 o 155 &AR �fA!/rye GRA G HENM 5 Y oRl� AV 00 � � ENE �� ` •�� 0 DRAKE POkcMR O COURT (Pvt) F O nl {{ 9 _ Pvt EB 01\ m \ r ' p FovW ©•En� ) v�s�a�Ecr sir �, S LAAN (EM ,t) � V J _ DESIGN PROFESSIONALS INC. LOCA T/ON PLAN N. T.S. 1' THESE DRAWINGS ARE THE PROPERTY OF DE51GN PROFE551ONAL.5, INC., AND HAVE BEEN PREPARED SPECIFICALLY FOR THE OYINER/APPLICANT FOR THIS PROJECT. THEY ARE NOT TO HE USED FOR ANY OTHER PURPOSE OR BY ANY OTHER PERSON OR FER50NS NOR REPRODUCED IN ANY MANNER WITHOUT THE )EXPRESS WRITTEN PMM155ION OF DESIGN PROFESSIONALS, INC. THESE PLANS ARE INVALID UNLE95 THEY HEAR THE ORIGINAL. SIGNATURE AND IMPRE5510N SEAT_ OF THE PROFE5510RAL ENGINEER OR SURVEYOR. 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 KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. SUBDIVISION/ SPECIAL EXCEPTION TRIEE UU LD) 5 IN\ E CC 4-Ste - cc UU zu 'd - R rr. ,., N TOWN OF SOUTH UUI-NDSOF AUTHORIZED SIGNATURE DATE: OWNER/APPLICAP I- /-N t-, ;coning Data Block ZONE: RURAL RESIDENTIAL (RR) ITEM REQUIRED/ALLOWED PROVIDED LOT 1 LOT 2 CONVENTIONAL INTERIOR Minimum Lot Area 40,000 sq. ft.* 40,369t sq. ft. 110,589t sq. ft.* Minimum Lot Width 175 ft.** 146 ft.t*** 367 ft.t** Minimum Lot Depth 200 ft. 250 ft.f 495 ft.t 50 ft. Front Yard 50 ft. Rear Yard 50 ft. 50 ft. Sine Ynrd 20 ft. 20 ft. Lot Coverage I 10% max. 110% max. *(EXCLUSIVE OF ACCESSWAY) MIN. LOT AREA FOR LOT #2 IS 80,000 S.F. MIN. PER SECTION 4.6.2.d (INTERIOR LOT— SPECIAL PERMIT REQUIRED) ** MIN. LOT WIDTH FOR LOT #2 IS 262.5 F.T. MIN. PER SECTION 4.6.2.e (INTERIOR LOT— SPECIAL PERMIT REQUIRED) ***EXISTING NON —CONFORMING RESIDENTIAL LOT SOUTH WINDSOR N/F PROPERTY OWNER(S) 'WITHIN 500' 1 2 3 4 5 L1 MAP LOT NAME MAILING ADDRESS 17 2-5 Kebalo, Walter P Lucyno 188 Wheeler Rd. 17 3 French, Margaret R 198 Smith St. 17 4 Antosik, Scott & Beverly A 216 Smith St. 17 5 Johnson, Aaron L & Karen 236 Smith St. 17 6 Nation, Craig D 200 Sullivan Ave. 17 7 Evergreen Walk LLC 555 Main St. Manchester, Ct 06040 17 8 Mcalees, George M & Lynn P 274 Smith St. 17 9 White, Lorraine M 302 Smith St. 17 15 Kilburn, Wayne C & Norene R 291 Smith St. 17 16 Downeast Associates LTD PRTN PO BOX 6120 Indianapolis, IN 462066120 17 17 Downeast Associates LTD PRTN PO BOX 6120 Indianapolis, IN 462066120 17 24-4 K.F. Properties LLC 175 Wheeler Rd. 17 25-6 K.F. Properties LLC 175 Wheeler Rd. 17 26-101 Larson, Burton L & Joan D 101 Kebalo Lane 17 26-102 Sullivan, Timothy P & Elaine 102 Kebalo Lane 17 26-103 Zoresky, Paula D 103 Kebolo Lane 17 26-104 Tulejo, Donald R & Elizabeth A 104 Kebalo Lane 17 26-201 Pineo, Donne M 201 Kebalo Lane 17 26-202 Delconte, Emidio J 202 Kebalo Lane 17 26-203 Hunt, Holly K 203 Kebalo Lane 17 26-204 Arcell, Celeste 204 Kebalo Lane 17 26-301 Moynihan, Margaret M 301 Kebalo Lane 17 26-302 Samseil, John S & Elaine B 302 Kebalo Lane 17 26-303 Guastomachio, Clara A 303 Kebalo Lane 17 26-304 Allison, Nancy 304 Kebalo Lane 17 26-400 K.F. Properties LLC 175 Wheeler Rd. 17 26-501 Brand, Nancy J 501 Kebalo Lane 17 26-502 K.F. Properties LLC 175 Wheeler Rd. 17 26-503 Libudri, Riccardo & Elisobetto 503 Kebalo Lane 17 26-601 Marsh, Bryan H & Sally L 601 Kebolo Lane 17 26-602 Groicerstein, Rita 602 Kebolo Lane 17 26-603 Dirrigl, Irene G 603 Kebalo Lane 17 26-604 Breton, Robert A & Vincenzo M 604 Kebalo Lane 17 26-701 Hanson, Richard W & Carol A 701 Kebalo Lane 17 26-702 Luczko, Joseph P 17 Drake Court 17 26-703 Ryan, Richard Irrvc Trust c/o Patrick J. Ryan 703 Kebalo Lane 17 26-704 Sinclair, Ann W 704 Kebalo Lane 17 26-705 King, Elizabeth 705 Kebalo Lane 17 26-706 Evans, Kenneth E & Gail G 706 Kebalo Lane 27 15 Evergreen Walk LLC 555 Main St. Manchester, CT 06040 SHEET INDEX COVER SHEET KEY MAP PROPERTY SURVEY SUBDIVISION PLOT PLAN TOPOGRAPHIC PLAN/ SEDIMENTATION & EROSION CONTROL PLAN DETAIL SHEET LANDSCAPE PLAN CO NA(,! co 0 . 0 I :y O. CRAIG DOUGLAS NATION REV: JUNE 2'7, 2006 200 SULLIVAN AVENUE JUL 2 6 DATE: MAY 12, 2006 — SOUTH WINDSOR CT. 06074 Zoos V•-i't i t 2327 SQUTH WL'VDS(OR PLAAftNG DEPT. SIF�ET 1 LAWRENCE R. GEISSLER, JR., LS. LIC. No. T E L. { 8 6 0) 9 8 2— 7 5 0 0 G:\JOBS\2089/2089-1COV NOTES: 1.) THIS SURVEY AND MAP HAVE BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THROUGH 20-300b-20 OF THE REGULATIONS OF CONNECTICUT AGENCIES — "Standards for Surveys and Maps in the State of Connecticut." ON SEPTEMBER 26, 1996. IT IS A PROPERTY SURVEY, BASED ON AN INDEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY A-2. THE PURPOSE OF THE MAP IS TO DELINEATE THE BOUNDARIES AND IMPROVEMENTS OF THE PARCEL AND TO CORRECT A LATENT AMBIGUITY IN THE PROPERTY DESCRIPTION AS FIRST APPEARS IN VOLUME 118 PAGE 246 AND WAS CARRIED FORWARD. 2.) THE PROPERTY IS LOCATED IN ZONE RR. 3.) THE PROPERTY IS IN FLOOD ZONE X — AREA DETERMINED TO BE OUTSIDE THE 500—YEAR FLOODPLAIN PANEL NO 10 OF 11 COMMUNITY PANEL NUMBER 090036 0010D REVISED ON FEBRUARY 23, 2001. 4.) UNDERGROUND ENCROACHMENTS, STRUCTURES, OR SYSTEMS, IF ANY EXIST, WERE NOT A PART OF THIS SURVEY, EXCEPT AS DEPICTED OR NOTED HEREON. 5.) PERIPHERAL PROPERTY LINES OF ADJACENT OWNERS ARE FOR INFORMATIONAL PURPOSES ONLY AND ARE NOT TO BE CONSTRUED AS BEING ACCURATELY LOCATED OR DEPICTED. 6.) STONEWALLS, FENCES, AND WATERCOURSES MAY DEVIATE SLIGHTLY FROM PRINCIPLE COURSES SHOWN. 7.) SUBJECT PROPERTY IS ALSO PRESENTLY DEFINED AS LOT 6 ON SOUTH WINDSOR TAX ASSESSOR MAP 17. 8.) ANY ENCROACHMENTS ARE DEPICTED AS SHOWN. 9.) ALL MONUMENTATION FOUND OR CONTRACTED TO BE SET IS DEPICTED HEREON. 10). WETLANDS FLAGS DELINEATED BY CONNECTICUT ECOSYSTEMS LLC ON 1 /3/05 AND FIELD LOCATED BY DESIGN PROFESSIONALS, INC. ON 1/25/05. 11). SUBJECT TO CERTAIN WELL RIGHTS AS TYPICALLY DELINEATED IN V. 1670, P. 4; V. 118, P. 246; V. 30, P. 519. MAP REFERENCES: 1.) ALTA/ACSM LAND TITLE SURVEY, EVERGREEN WALK, LLC, BOUNDARY PLAN, BUCKLAND ROAD SOUTH WINDSOR, CT SCALE 1 "=100', DATE 12/12/00 REV TO 11 /27/01, SHEET 1 & 4 OF 4, FUSS & O'NEILL INC. 2.) SURVEY PREPARED FOR DONALD F. & SHARON M. BUCHANAN, SOUTH WINDSOR, CT. SCALE 11N = 60FT. DATE JUNE 12, 1985 REV TO 7/25/85, WILLIAM R. PALMBERG 3.) PROPERTY OF ANNA R. FRENCH, SMITH STREET, SOUTH WINDSOR, SCALE 1"=50' DATE SEPTEMBER, 1974, GEORGE T. PANELLA 4.) PROPERTY MAPPED FOR SEBASTIANO GALLO, SMITH STREET, SOUTH WINDSOR, CONN., SCALE 1"=40', DATE JUNE 6, 1972 REV TO DEC. 13, 1977, SHEET 1 OF 1, GRISWOLD & FUSS, INC. 5.) PROPERTY SURVEYED FOR GEORGE C. ROYCE, SMITH STREET, SOUTH WINDSOR, CONN., SCALE 1"=40', DATE SEPT. 24, 1959 REV TO APRIL 22, 1966, HAYDEN L. GRISWOLD 6.) FOR MORTGAGE PURPOSES ONLY, PROPERTY OF JAMES B. & PATRICA A. RUMMANS, NO. 236 SMITH STREET, SOUTH WINDSOR, CONN., SCALE 1"=50', DATE: JULY 27, 1978, KENNETH R. BOUD L.S. 11 o u x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY Z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE i INFORMATION. ALL EXISTING UTILITIES SHOULD m BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. N/F MARGARET R. FRENCH (V. 387, P. 114) GRANITE MON' W/ DH FND 1 r O RESAR FND BROWNSTONE FND N/F EVERGREEN WALK, LLC (V. 1169, P. 4) FENCE \ POST WELL? O GRANITE MON W/ REBAR FND N/F AARON L. & KAREN JOHNSON (V. 443, P. 211) REVISIONS TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. GRAPHIC SCALE 40 0 20 40 80 1 12327 1 inch = 40 ft. NO. DATE DESCRIPTION BY LAWRENCE R. GEISSLER, JR., LS. LIC. No. N/F EVERGREEN WALK, LLC (V. 1169, P. 4) RESAR FND 4.90' EAST & 0.75' NORTH OF PROPERTY CORNER WF 1-1 1' PIPE FND 1" PIPE (opprox. location of W r71 tRoe SNET 1407 Tel. 860.291 • 8755 Fax 860.291.8757 ovf (mals civil engineers • planners surveyors landscape architects • gis • gps 165 South Satellite Road, South Windsor, Connecticut 06074 13 N/F EVERGREEN WALK, LLC P�OPE�TY SURVEY DESIGN: DRAWN.• DUG I CHECKED: LRG JOB NO.: 2089 - DA TE 1212912005 DRAWING NO.: lobs—survev/2D7R/20R9—.sury r PROPERTY OF CRAIG D. NATION SOUTH WUNDSOR, (CONMCTEtCUT SHEET 01 NOTES: 1.) THE PURPOSE OF THE MAP IS TO DELINEATE THE BOUNDARIES AND IMPROVEMENTS OF THE PARCEL AND TO CORRECT A LATENT AMBIGUITY IN THE PROPERTY DESCRIPTION AS FIRST APPEARS IN VOLUME 118 PAGE 246 AND WAS CARRIED FORWARD. 2.) THE PROPERTY IS LOCATED IN ZONE RR. 3.) THE PROPERTY IS IN FLOOD ZONE X - AREA DETERMINED TO BE OUTSIDE THE 500-YEAR FLOODPLAIN PANEL NO 10 OF 11 COMMUNITY PANEL NUMBER 090036 0010D REVISED ON FEBRUARY 23, 2001. 4.) UNDERGROUND ENCROACHMENTS, STRUCTURES, OR SYSTEMS, IF ANY EXIST, WERE NOT A PART OF THIS SURVEY, EXCEPT AS DEPICTED OR NOTED HEREON. 5.) PERIPHERAL PROPERTY LINES OF ADJACENT OWNERS ARE FOR INFORMATIONAL PURPOSES ONLY AND ARENOT TO BE CONSTRUED AS BEING ACCURATELY LOCATED OR DEPICTED. 6.) STONEWALLS, FENCES, AND WATERCOURSES MAY DEVIATE SLIGHTLY FROM PRINCIPLE COURSES SHOWN. 7.) SUBJECT PROPERTY IS ALSO PRESENTLY DEFINED AS LOT 6 ON SOUTH WINDSOR TAX ASSESSOR MAP 17. 8.) ANY ENC:20ACHMENTS ARE DEPICTED AS SHOWN. 9.) ALL MONUMENTATION FOUND OR CONTRACTED TO BE SET IS DEPICTED HEREON. 10.) WETLANDS FLAGS DELINEATED BY CONNECTICUT ECOSYSTEMS LLC ON 1/3/05 AND FIELD LOCATED BY DESIGN PROFESSIONALS, INC. ON 1/25/05. 11.) SUBJECT TO CERTAIN WELL RIGHTS AS TYPICALLY DELINEATED IN V. 1670, P. 4; V. 118, P. 246; V. 30, P. 519. 12.) TOTAL PARCEL AREA= 169,800±SF= 3.9±AC. 13.) A STREET EXCAVATION PERMIT IS REQUIRED FOR CONSTRUCTION OF DRIVEWAY(S) AND FOR WATER INSTALLATION. 14.) PROPOSED DRIVEWAY FOR LOT #2 MUST BE CONSTRUCTED AT LOCATION DEPICTED ON PLANS OR FARTHER NORTH. THE PURPOSE OF THIS LOCATION IS TO AVOID DISTURBANCE TO EXISTING MATURE EVERGREENS ALONG SOUTHERN BOUNDARY. TREES ARE TO REMAIN. 15.) DRIVEWAY DEPICTED AT MAXIMUM SLOPE=10 %. DRIVEWAYS CONSTRUCTED AT A SLOPE >10 % AND LESS THAN THE MAXIMUM ALLOWABLE 15%, REQUIRES A TURNAROUND (10'X15') TO BE CONSTRUCTED TO STANDARDS FOUND IN CURRENT PUBLIC IMPROVEMENT SPECIFICATIONS. 16.) FOUNDATION DRAIN FOR LOT #1 DEPICTED 10' MINIMUM FROM PROPOSED SEPTIC TO BE CONSTRUCTED WITH APPROVED TIGHT PIPE & BACKFILLED WITH NATIVE, NON -FREE DRAINING MATERIAL, MAP REFERENCES: 1.) ALTA/ACSM LAND TITLE SURVEY, EVERGREEN WALK, LLC, BOUNDARY PLAN, BUCKLAND ROAD SOUTH WINDSOR, CT SCALE 1"=100', DATE 12/12/00 REV TO 11/27/01, SHEET 1 & 4 OF 4, FUSS & O'NEILL INC. 2.) SURVEY PREPARED FOR DONALD F. & SHARON M. BUCHANAN, SOUTH WINDSOR, CT. SCALE 1IN = 60FT. DATE JUNE 12, 1985 REV TO 7/25/85, WILLIAM R. PALMBERG 3.) PROPERTY OF ANNA R. FRENCH, SMITH STREET, SOUTH WINDSOR, SCALE 1"=50' DATE SEPTEMBER, 1974, GEORGE T. PANELLA 4.) PROPERTY MAPPED FOR SEBASTIANO GALLO, SMITH STREET, SOUTH WINDSOR, CONN., SCALE 1"=40', DATE JUNE 6, 1972 REV TO DEC. 13, 1977, SHEET 1 OF 1, GRISWOLD & FUSS, INC. 5.) PROPERTY SURVEYED FOR GEORGE C. ROYCE, SMITH STREET, SOUTH WINDSOR, CONN., SCALE 1"=40', DATE SEPT. 24, 1959 REV TO APRIL 22, 1966, HAYDEN L. GRISWOLD 6.) FOR MORTGAGE PURPOSES ONLY, PROPERTY OF JAMES B. & PATRICA A. RUMMANS, NO.236 SMITH STREET, SOUTH WINDSOR, CONN., SCALE 1"=50', DATE: JULY 27, 1978, KENNETH R. BOUD L.S. 4pyiN 5,, LEGEND ® IRON PIN TO BE SET ® EXISTING IRON PIN — F — FOUNDATION DRAIN (4" PVC S=0.5% MIN) — ETC —PROPOSED ELECTRIC/TELEPHONE/CABLE TV X 115.0 PROPOSED SPOT GRADE -330- EXISTING CONTOUR �� "- PROPOSED CONTOUR 0 EXISTING WELL TP ® TEST PIT PT ® PERCOLATION TEST — EDGE OF WATER LIMITS OF 80' REGULATED UPLAND REVIEW AREA -�— LIMIT OF REGULATED WETLANDS DIRECTION SURFACE FLOW EXISTING TREE LINE PROPOSED TREE LiNE N/F EVERGREEN WALK, LLC (V. 1169, P. 4) ZONE: GD WF 1-18 0 EASEMENT TYPE GRANTOR GRANTEE ACCESS & UTILITIES EASEMENT N/F LOT i N F LOT 2 IRRIGATION EASEMENT N/F LOT 2 N/F JOHNSON ®STREET TREE EASEMENT NTOWN ATION AIG OF SOUT4_)KNDSOR 9. If, for any reason, finished grading and other 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 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 TELEPHONE (860) 644-2511 submitted prior to issuance of a Certificate of Occupancy. oR•co� CERTIFIED MAIL 7004 2510 0003 9803 3902 June 22, 2006 Craig Doug Nation 200 Sullivan Avenue South Windsor, Cr 06074 Dear Mr. Nation: Re: App106-29P, Nation Interior Lot We are pleased to advise you that the Planning & Zoning Commission voted on June 13, 20M, to approve with modifications a special exception to article 4.6.1 and subdivision on 4.14 acres to create one interior lot to be on property located on 250 Smith Street, RR zone as shown on plans prepared by Design Professionals, Inc., project #2089 and dated 12/12/05. This approval is subject to the following modifications: I . Drainage and construction for this lot is subject to the approval of the Town Engineer. 2. Septic system final design must be submitted to and approved by the Environmental Health Officer prior to filing of mylars and issuance of building permits. 3. Water shall he supplied to this lot by public water. 4. This application is subject to the conditions of approval of the Inland Wetlands agency/Conservation Commission. 5. Fire Marshal's approval is required for driveway configuration. 6. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 7. All easements for conservation purposes, drainage or utilities, that may be required in connection with the approval of this lot, must be submitted on standard Town easement form where appropriate, to this Commission prior to filing the mylars and issuance of building permits. 8. Footing drains are required for the house. Prior to the building of any structure on a lot, a topographic map, drawn to a scale of P = 40', shall be submitted, showing proposed contours, elevations and the location of the footing drains. No building permit will be issued until the proposed contours, floor elevations and location of footing drains have been approved by the Torun Engineer. 10. 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. 11. An as -built 11 an is required prior to issuance of a Certificate of Occupancy per Section 4.13.10 of the zctting regul idons. 12. Engineering comments dated 6/13/06 must be addressed to the Town Engineers satisfaction. 13. The street trees easement must be shown on time plot plan. Black and white transparent mylars of Sheets #3 with the above modifications, together with three blueprint copies of the entire set of plans must be submitted to this Commission within 30 days to be stamped and signed. The letters of approval of this Commission, as well as the Inland Wetlands Agency/Conservation 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 September 30, 2006. After filing these plans, a copy of the receipt must be submitted to the Planning Department. The attached Special Exception form must he completed and filed in the Town Clerk's office. The special exception will take effect upon filing. Sincerely, Patrirh Kewi dy, Chairman Plarming and ironing Commission Enclosures cc: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal Design Professionals, Inc. Attachments: Special Exception form OWNER f APPLICANT DOUG NATION 200 SULLIVAN AVE. SOUTH WINDSOR, CT, 06074 TEL. (860) 982--7500 z - X 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY oil 11 LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE — n INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD eY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 6/26/06 IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR NO. DATE REVISIONS AS PER TOWN COMMENTS DESCRIPTION N/F MARGARET R. FRENCH (V. 387, P. 114) GRANITE MON W/ DH FND / 1 a /PROPOSED IRRIGATION PIN To BE INSTALLED WITHIN / EASEMENT AREA DEPICTED, CONNECiING TO EXISTING / WELL AND EXTENDING TO 1o, WITHIN PROPERTY N/F }OHNSON AND S WF 1-4 CRAIG D. NATION J %7 1-16'149 / ® - CAPPED/MARKED. / - PARCEL A F 263® 4,336t SF 27 , TO BE DEEDED TO ABUTTER N/F AARON L. & KAREN JOHNSON UPON SUBDIVISION APPROVAL, OR CONSOLIDATED WITH LOT 42 SURVEY NO TES: I. THIS SURVEY AND MAP HAVE BEEN PREPARED IN ACCORDANCE WITH SEC77ONS 20-3008— 17HRU 20—JO08-20 OF THE REGULA TIONS OF CONNEC77CUT STA TE AGENCIES —"STANDARDS FOR SURVEYS AND MAPS IN 77YE STATE OF CONNEC 77CU 7- PREPA RED ANO ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. SEPTEMBER 26, 1996. —HORIZONTAL ACCURACY MEETS CLASS A-2 AND VERTICAL ACCURACY MEETS CLASS T—Z —TYPE OF SURVEY IS A RESURVEY AND IS INTENDED TO DEPICT THE LOCATION OF PROPERTY LINES WITH RESPECT TO PROPOSED IMPROVEMENTS. TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. .1 JAU 12327 BY 1 LAWRENCE R. GEISSLER, JR., L.S. LIC. No. 1-14 N/F AARON L. & KAREN JOHNSON (V. 443, P. 211) WF 1­3 WF 2 1689457 sq. fit. —WF 1-1 3.867 ac. LIMIT OF Rn' Arrn„, .•.,-...._. 1 , N/F EVERGREEN WALK, LLC PROP. 10' STREET TREE EASEMENT IN FAVOR OF THE TOWN OF SOUTH WINDSOR _j - _ 1" PIPE will nwoulll�lff - ` - - _ END' - - : ,�I rlfllf t1'�111 ---uldlE/Ci� �III�IIIW ZONE: DC --- - - - GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. Tel. 860.291 • 8755 Fax 860.291 • 8757 I( D D V080wnrx W PLO U PL M civil engineers • planners surveyors landscape architects • gis • gps PO Box 1167, South Windsor, Connecticut 06074 DESIGN: JAU I DRAWN.• ✓AU I CHECKED: LRG JoB No.: 2089 IDA TE:412012006 DRAWING NO.: JOBS/SURVEY/2089-3PLOT tQ,,N Se4 5 1540 SULLIVAN AVENUE e SOUTH WINDSOR. CT 06074 k'h�SOR•COv�� TELEPHONE (860) 644-2511 June 9, 2006 Certified #70042510000398029592 Design Professionals, Inc. Attn: Ms. Karen Isherwood 165 South Satellite Road South Windsor, CT 06074 RE: Appl. #06-29P — Nation Interior Lot Dear Ms. Isherwood: At the June 7, 2006 regular meeting, the inland Wetlands Agency/Conservation Commission approved application #06-29P — Nation Interior Lot — 250 Smith Street — Inland WetlandlConservation Commission application to create an interior lot, dwelling, yard and septic system on property northerly of Smith Street and easterly of Wheeler Drive. Rural Residential zone. This approval is subject to the following conditions: 1. One blueprint copy of the entire set of plans and this letter reproduced thereon, must be submitted to this Commission. This must be completed Within 65 days of approval prior to any construction activity on the site. Plans submitted to Planning & Zoning Commission shall be considered having met this requiremen`. 2. The application shall indemnify and hold harmless the Town of South Windsor against any liability, which might result from the proposed operation or use. 3. The permit is valid for five years and shall expire on June 7, 2011. It Is the landowner(s)/applicant(s) responsibility to track expiration dates and notify the Commission of a renewal request at least 65 days prior to expiration. 4. All approvals required must be obtained and submitted prior to any activity on th 3 site. 5. A contact person shall be identified on the plans. 6. Revised application and plan to be submitted to the file to reflect the additional impact within the upland review area associated with accessing the existing shallow well on the site. Nation Interior Lot June 9, 2006 Page 2 7. Abutter receipts to be submitted in order for the file to be complete. Very truly yours, ftl/ 1 lq 4-�h A - 11)AII l4_ Id r Elizabdth A. Warren, Chairperson INLAND WETLANDS AGENCY/ CONSERVATION COMMISSION EW:dr cc: Chief Building Official Mr. Craig Douglas Nation psi DEPENDENT RESURVEYPREPARED FOR: SHEET � C AIR"1Ds NA 250 8MR Ll H 8 1S "Rl.L E JS 1L5 SOUTH TH WrnMSOR l ICTCVr NOTES: 1.) THE PURPOSE OF THE MAP IS TO DELINEATE THE BOUNDARIES AND IMPROVEMENTS OF THE PARCEL AND TO CORRECT A LATENT AMBIGUITY IN THE PROPERTY DESCRIPTION AS FIRST APPEARS IN VOLUME 118 PAGE 246 AND WAS CARRIED FORWARD. 2.) THE PROPERTY IS LOCATED IN ZONE RR. 3.) THE PROPERTY IS IN FLOOD ZONE X - AREA DETERMINED TO BE OUTSIDE THE 500-YEAR FLOODPLAIN PANEL NO 10 OF 11 COMMUNITY PANEL NUMBER 090036 0010D REVISED ON FEBRUARY 23, 2001. 4.) UNDERGROUND ENCROACHMENTS, STRUCTURES, OR SYSTEMS, IF ANY EXIST, WERE NOT A PART OF THIS SURVEY, EXCEPT AS DEPICTED OR NOTED HEREON. 5.) PERIPHERAL PROPERTY LINES OF ADJACENT OWNERS ARE FOR INFORMATIONAL PURPOSES ONLY AND ARE NOT TO BE CONSTRUED AS BEING ACCURATELY LOCATED OR DEPICTED. 6.) STONEWALLS, FENCES, AND WATERCOURSES MAY DEVIATE SLIGHTLY FROM PRINCIPLE COURSES SHOWN. 7.) SUBJECT PROPERTY IS ALSO PRESENTLY DEFINED AS LOT 6 ON SOUTH WINDSOR TAX ASSESSOR MAP 17. 8.) ANY ENCROACHMENTS ARE DEPICTED AS SHOWN. 9.) ALL MONUMENTATION FOUND OR CONTRACTED TO BE SET IS DEPICTED HEREON. 10.) WETLANDS FLAGS DELINEATED BY CONNECTICUT ECOSYSTEMS LLC ON 1/3/05 AND FIELD LOCATED BY DESIGN PROFESSIONALS, INC. ON 1/25/05. 11.) SUBJECT TO CERTAIN WELL RIGHTS AS TYPICALLY DELINEATED IN V. 1670, P. 4; V. 118, P. 246; V. 30, P. 519. 12.) TOTAL PARCEL AREA= 169,800±SF= 3.9±AC. 13.) A STREET EXCAVATION PERMIT IS REQUIRED FOR CONSTRUCTION OF DRIVEWAY(S) AND FOR WATER INSTALLATION. 14.) PROPOSED DRIVEWAY FOR LOT #2 MUST BE CONSTRUCTED AT LOCATION DEPICTED ON PLANS OR FARTHER NORTH. THE PURPOSE OF THIS LOCATION IS TO AVOID DISTURBANCE TO EXISTING MATURE EVERGREENS ALONG SOUTHERN BOUNDARY. TREES ARE TO REMAIN. 15.) DRIVEWAY DEPICTED AT MAXIMUM SLOPE=10 %. DRIVEWAYS CONSTRUCTED AT A SLOPE >10% AND LESS THAN THE MAXIMUM ALLOWABLE 15%, REQUIRES A TURNAROUND (10'X15') TO BE CONSTRUCTED TO STANDARDS I=OUND iN CURRENT PUBLIC IMPROVEMENT SPECIFICATIONS. 16.) FOUNDATION DRAIN FOR LOT #1 DEPICTED 10' MINIMUM FROM PROPOSED SEPTIC TO BE CONSTRUCTED WITH APPROVED TIGHT PIPE & BACKFILLED WITH NATIVE, NON -FREE DRAINING MATERIAL. MAP REFERENCES: 1.) ALTA/ACSM LAND TITLE SURVEY, EVERGREEN WALK, LLC, BOUNDARY PLAN, BUCKLAND ROAD SOUTH WINDSOR, CT SCALE 1"=100', DATE 12/12/00 REV TO 11/27/01, SHEET 1 & 4 OF 4, FUSS & O'NEILL INC. 2.) SURVEY PREPARED FOR DONALD F. & SHARON M. BUCHANAN, SOUTH WINDSOR, CT. SCALE 1IN = 60FT. DATE JUNE 12, 1985 REV TO 7/25/85, WILLIAM R. PALMBERG 3.) PROPERTY OF ANNA R. FRENCH, SMITH STREET, SOUTH WINDSOR, SCALE 1"=50' DATE SEPTEMBER, 1974, GEORGE T. PANELLA 4.) PROPERTY MAPPED FOR SEBASTIANO GALLO, SMITH STREET, SOUTH WINDSOR, CONN., SCALE 1"=40', DATE JUNE 6, 1972 REV TO DEC. 13, 1977, SHEET 1 OF 1, GRISWOLD & FUSS, INC. 5.) PROPERTY SURVEYED FOR GEORGE C. ROYCE, SMITH STREET, SOUTH WINDSOR, CONN., SCALE 1"=40', DATE SEPT. 24, 1959 REV TO APRIL 22, 1966, HAYDEN L. GRISWOLD 6.) FOR MORTGAGE PURPOSES ONLY, PROPERTY OF JAMES B. & PATRICA A. RUMMANS, NO. 236 SMITH STREET, SOUTH WINDSOR, CONN., SCALE 1"=50', DATE: JULY 27, 1978, KENNETH R. BOUD L.S. SOILS TEST DATA TP 100-107 MARCH 10, 2006 TP 100 0-4 TOPSOIL AND LEAF LITTER 4-22 DARK BROWN SILTY LOAM 22-34 RED -TAN SILTY LOAM 34-70 COARSE SAND WITH SILT MOTTLING 22", ROOTS 42", WATER 70", NO LEDGE TP 101 0-2 TOPSOIL AND LEAF LITTER 2-26 BROWN SILTY LOAM 26-84 BROWN FINE SAND, SOME LOAM MOTTLING 27", ROOTS 37", NO WATER, NO LEDGE TP 102A 0-3 TOPSOIL AND LEAF LITTER 3-17 BROWN SANDY LOAM 17-30 SANDY GRAVEL 30-75 BROWN SILTY SAND MOTTLING 31", NO ROOTS, NO WATER, NO LEDGE TP 103 0-4 TOPSOIL 4-28 LOAM SAND 28-88 FINE SILTY SAND NO MOTTLING, NO ROOTS, NO WATER, NO LEDGE TP 104 (_ 4 TOPSOIL 4-28 COMPACT SAND LOAM 28-78 FINE SILTY SAND NO MOTTLING, NO ROOTS, NO WATER, NO LEDGE TP 105 0-5 TOPSOIL 5- 38 COARSE GRAVEL SANDY LOAM 38-88 FINE SILT SAND NO MOTTLING, ROOTS 55", NO WATER, NO LEDGE TP 106 0-3 TOPSOIL 3-12 SAND SUBSOIL LOAM 12-42 FINE SANDY LOAM NO MOTTLING, NO ROOTS, WATER 42", NO LEDGE TP 107 0-4 TOPSOIL 4-43 SAND LOAM 43-66 FINE SAND NO MOTTLING, ROOTS 40", NO WATER, NO LEDGE PERCOLATION TEST: 1 DEPTH OF PERGDEPTH OF HOLE: 2424 INCHES TIME RE.4DI!•!G CALC. RATE (MINUTES) (INCHES) (MIN/INCH) 2: 30 13.0 - 2:31 14.0 1.0 2: 32 14.5 2.0 2: 33 15.5 1.0 2: 34 16.0 2.0 2: 36 16.75 2.6 2:37 17.5 1.3 2: 38 18.0 2.0 2: 40 18.5 4.0 2: 42 19.5 2.0 2: 44 20.0 4.0 2: 46 20.75 2.6 2: 48 dry LEGEND ® IRON PIN TO BE SET EXISTING IRON PIN - F - FOUNDATION DRAIN (4" PVC S=0.5% MIN); MAINTAIN MIN. SEPARATION OF 10' FROM PROPOSED SEPTIC AREAS. SEPARATION OF 10'-25 REQUIRES TIGHT PIPE & BACKFILL WITH NATIVE MATERIAL. - ETC —PROPOSED ELECTRIC/TELEPHONE/CABLE TV BROWNSTONE N / X 115.0 PROPOSED SPOT GRADE FND 330- EXISTING CONTOUR EVERGREEN WALK, LLC -C- PROPOSED CONTOUR (V. 1169, P. 4) EXISTING WELL / ��`� TP TEST PIT""� / PT FEN ® PERCOLATION TEST PD N6�, 33. EDGE OF WATER 2�y 23sryt�i LIMITS OF 80' REGULATED UPLAND REVIEW AREA N/F - A LIMIT OF REGULATED WETLANDS EVERGREEN WALK, LLC / ®� DIRECTION SURFACE FLOW (V. 1169, P. 4) EXISTING TREE LINE &UFFeR CINF _ _ wF,_7 PROPOSED TREE LINE u�/ M /� \ rP-s _ - ` o o'. 1" PIPE O FND t-s \, C> •\ wl 1_G WELL? 0 EA5EMENI TYPE GRANIUR GRANItE ACCESS & UTILITIES EASEMENT N F LOT 1 N/F LOT 2 ® IRRIGATION EASEMENT N/F LOT 2 N/F JOHNSON ®STREET TREE EASEMENT NATION AIG S WF 1-18 /® WF 1-17 / A,' ,_t3 CRAIG D. NATION \�`�'-4 �A5 �,�� , _ (V. 16-70; -R.--4�_--- YF ,�1 _ S19-10 /'✓ 1- _ 1NFy, .1158 457 sq. ft. - - a• FENCE / % % /� POST 56`�AAS �� _ 3.867 aco - / Spy _ - - - _ 1 ~TIP ^ ~ LIMIT OF 80`RE(;UE1 AIM UPLAND RE E:W-9� GRANITE MON 51LT FENCE (TYP) ' - W/ REBAR _ \ FND i 10 1" PIPE S�_ FND OWN OF WINDSOR INSTI,LL R N/F ,' ��~ ` ` - -soma` ^, ` ' - _ _ T NA --ID4- O BUILDABLE SQUARE I , ' ` ypb MARGARET R. FRENCH Ia .3c,._. �- -IOB (V. 387, P. 1 14) 36.00 _ _ / ' ,' ' ' ,I \ - _ - - -- AREA OFLOT 2TOfA '/'�/ -� --ne " PERCOLATION TEST: 2 DEPTH OF PERC, HOLE: 22 INCHES TIME READING CALC. RATE (MINUTES) (INCHES) (MIN/INCH) 2: 50 12.5 - 2: 51 14.5 0.5 2: 52 16.0 0.6 2:53 17.0 1 2:54 18.25 0.8 2: 55 dry OWNER/APPLICANT DOUG NATION 200 SULLIVAN AVE. SOUTH WINDSOR, CT. 06074 TEL. (860) 982-7500 0 REBAR FND ,00 � �ory 'COO ~ I " - / 0I FF: 110.75 GAR.108.75 TOW: 109.75 �i. BASE: 102.08 (F):100.75 1011175 ,\� 77 GRANITE MON GOJ/ W/ DH FND / ��'• APPROX Inc. MATURE OAK TREE (TO RENAIN) FA 123,750±SF .'' i ; r' "� ,' a - - - - - - - -AREa EXCLUSIVE ' -- - OF ACC WAS': s -t�'SR�a` �Ol F.Y,4' us-!" ---__ 2.5-+AC -" 7" �• AREA OF AC'CESSWAY: INV. 101,,50.3± - AC EX WELL (o BE SIL ) wdE TYP `r-- ` 0' �, -......,...,Q S865,,,. g-8.43.E - o J yYSA eteoj j�1 i �iL BOTTOM ENCH=108 tp ORI+EWAY ' _, o � (�' (SEE 0' i. TP, .fSf MOTE dra Goo NOte �}g) ` / \ -.I PROPOSED IRRIGATIONP ) 2p�3�I' TO BE INSTALLEDNtliT Q - ' 32 S '-'^'^�s - EASEMENT AREA DEPICTED. ` , ` �C"-" - -� / I'P 1 �✓ CONNECTING FE WELLAND EXTENDING TOO .1 S � ,'23 ' � ' � ` C7 ` � ` / �• TP10 i� I � 10, WITHIN PROPERTY N/F 6 0 {���2�et_n}yt"y \ _ 90`X / rV JOHNSON AND DO 3g' ~ BUILD , f AgLf SQUARE N I CAPPED/MARKED. /11� 63 ' ` / Q-/ •�� •� I�xLOCK ` In SURVEY NOTES - I. THIS SURVEY AND MAP HAVE BEEN PREPARED IN ACCORDANCE W/TH SECTIONS 20-3008-1 THRU 20-300B-20 OF THE REGULATIONS OF CONNEC77CUT STATE AGENCIES -'STANDARDS FOR SURVEYS AND MAPS IN THE STA7F OF CONNECTICUT" PREPARED AND ADOPTED BY THE CONIVEC77CUT ASSOCIA770N OF LAND SURVEYORS INC. SEPTEMBER 26, 1996. -HORIZONTAL ACCURACY MEETS CLASS A-2 AND VERTICAL ACCURACY MEETS CLASS T-2. -TYPE OF SURVEY IS A RESURVEY AND IS INTENDED TO DEPICT THE LOCA77ON OF PROPERTY LINES WITH RESPECT TO PROPOSED IMPROVEMENTS. o n x K 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD I REVISIONS TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. m BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD i BY A LICENSED LAND SURVEYOR PRIOR TO - CONSTRUCTION. I I i 6/26/06 PER TOWN COMMENTS JAU 3, THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEI R/SURVEYOR. C',(f4 L r�,t,L(� �('�tiZ-( 12327 LAWRENCE R. GEISSLER, JR., L.S. LIC. No. NO. DATE DESCRIPTION BY PARCEL A ,yam' 26�` HEN K `� ✓ ` Q � _---. i' + 4,336f SF 2y, ' (TO R o� s� TO BE DEEDED TO ABUTTER NI/5" 25 F , KAREN JOHNSON UPON SUED 4RON L. & . '' _ _ _ ~ INV. 112.90 / APPROVALVISION se , OR CONSOLIDATED WITH LOT' #2 N/F AARON L. & KAREN JOHNSON 25' (V. 443, P. 211) GRAPHIC SCALE 40 0 20 40 60 (INS') 1 inch = 40 ft. FF. 125.00 GAR. 123.00 i \ TOW: 124.00 !� � \ BILSPWT:116.33 8. _(0' D59Q. 1" PIPE FND J AR FND \ Y EAST & 0.7V NORTH PROPERTY CORNER EVERGREEN WALK LLC 15� ', '\110,349lqF 12 %Q.9f AC ANTI-TRACKIN APRO ((Ty -_ 2" -1 PROP.Io'srrzEEr TREE EASEMENT" IN FAVOR OF V 146.07, .� -�=-'- - - " THE TOWN OF SOUTH WINDSOR H:STMfi 432B(-C) - $ s 43 1° PIPE _ - -136-PND 4`SIGHTLINE IS S01 BOTH DIRECTIONS -_=- ipT i� Opprox. location of wafer) -- Tel. 860.291 • 8755 Fax 860.291.8757 civil engineers . planners • surveyors landscape architects • gis gps PO Box 1167, South Windsor, Connecticut 06074 REBAR FN 4.90' EAS OF PROPE T�POG�AP(C PLA� DESIGN. JAU DRAWN.• ✓AU I CHECKED: LRG JOB No.: 2089 DA TE: 4/20/2006 DRA WIVG NO.: 108SISUR VEY12089- 4 TOPO Lot 2 No. of Bedrooms Proposed: 4 Pere. Test Hole Number. P-2 Percolation Rate (Min/Inch): 0-5 HF = 28 Restrictive Depth (Inches): 22 FF = 2.0 Slope (%): 10-14% PF = 1.0 M.L.S.S. (ft.) = 56 Galleys Reqd = i SF Effective Area Reqd (SF) = 660 Effective Leaching Area (SFAF) = 5.9 Linear Feet of Galleys Reqd = 112 Galleys Req'd = 1- PROVIDED: 2-12" LEACHING GALLERIES (56 EACH)= 112 LF TOTAL. 56' - 12" CONCRETE GALLERIES G TOP: 99.70 BOT: 98.70 INV: 99.25 D-BOX H INV. IN= 99.42 INV. OUT= 99.25 56' - 12" CONCRETE GALLERIES TOP: 99.70 BOT: 98.70 INV: 99.25 J 161' - 4" PVC @ 0.7% I( 1250 GALLON SEPTIC TANK* INV. IN= 100.85 INV. OUT= 100.60 L 30'- 4"D.I. @2.1% INV 101.50 *ADD 250 GALLONS IF GARBAGE DISPOSAL IS INSTALLED. Lot 1 No. of Bedrooms Proposed: 4 Pere. Test Hole Number: P-1 Percolation Rate (Min/Inch): 0-5 M.L.S.S. (ft.) = N/A- (No restrictive layer) SF Effective Area Reqd (SF) = Effective Leaching Area (SFAF) _ Linear Feet of Galleys Reqd = 660 5.9 112 Galleys Reqd = 1- PROVIDED: 2-12" LEACHING GALLERIES (56 EACH)= 112 LF TOTAL. 56' - 12" CONCRETE GALLI-RIES A TOP: 109.50 BOT: 108.50 INV: 109.05 D-BOX B INV. IN= 109.22 INV. OUT= 109.05 56' - 12" CONCRETE GALLERIES C TOP: 109.50 BOT: 108.50 INV: 109.05 D 50' - 4" PVC @ 5.5% E 1250 GALLON SEPTIC TANK INV. IN= 112.25 INV. OUT= 112.00 F 30' - 4" D. I. @ 2.1 % INV 112.90 *ADD 250 GALLONS IF GARBAGE- DISPOSA_ IS INSTALLED. PREPAREDDEPENDENT RESURVEY •• 250 SMETH STREET SOUTH 'III WINDSOR C01 I I l c ( off SHEET :r I.K t CONSTRUCTION NOTES 1. ALL EROSION CONTROL MEASURES WILL BE CONSTRUCTED IN ACCORDANCE WITH THE "GUIDELINES FOR -SOIL EROSION AND SEDIMENT CONTROL" BY THE CONNEC11CUT 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 4. EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE INSTALLED PRIOR TO CONSTRUCTION, WHEREVER 5. AREAS TO BE LEFT BARE FOR MORE THAN 15 DAY s SHAI I RF TRFATFn WITH Al" I"IFn WOOD "� MULCH a V.L. ...,,,,, jyj, 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 SFFnII! (rHFni 11 F ALL DISTURBED AREA 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 10-10-10 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 45% 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 SQ. 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 SQ. FT. OR 40 POUNDS PER ACRE WITH ANCHORED HAY MULCH AT 2 TONS PER ACRE. 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 AND STOCKPILE IN THE LOCATIONS AS SHOWN ON THE PLANS. RING SOIL 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. GRADING OF SITE, CAN BEGIN. ESTIMATED START DATE FOR CONSTRUCTION - SPRING 2006 ESTIMATED COMPLETION DATE FOR THE PROJECT - FALL 2006 OWNER f APPLICANT DOUG NATION 200 SULLIVAN AVE. SOUTH WINDSOR, CT. 06074 TEL. (860) 982-7500 z _< x II II 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE m INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. I DATE REVISIONS DESCRIPTION AN POSTS 1. SET POSTS AND 5' ')PS EXCAVATE A 6"x6" TRENCH FOR STABILITY POST UPSLOPE FROM POSTS. SILT AND SELF- FENCING CLEANING. 95' �w F 12" MIN. 2. STAPLE THE SILT FENCING TO THE END OF THE POST 3. ATTACH FILTER FABRIC TO 4. BACKFlLL THE FILTER THE WOODEN POSTS AND EXTEND TRENCH AND COMPACT FABRIC IT INTO THE TRENCH THE EXCAVATED SOIL. COMPACTED BACKFlLL \ — ON IMP- m CONSTRUCTION OF SYNTHETIC FILTER BARRIER - WIDTH VARIES SURFACE COURSE-BITUMINOUS- 1-1/2" CONCRETE, CLASS 2 RISE 1 /4" PER FT OR AS DIRECTED GRAPHIC SCALE 0 ( IN FEET > 1 inch = it. GRAVEL BASE —� 8" DEPTH AFTER COMPACTION PLACED IN IwV COURSES CROSS SECTION BITUMINOUS &ONCRETE DRIVEWAY N.T.S. 1-1/2" a OD Tel. 860.291 • 8755 �qn Fax 860.291.8757 civil engineers • planners surveyors landscape architects • gis • gps IPO Box 1167, South Windsor, Connecticut 06074 DETAfLS DE -SIGN: JAU I DRAW. 1AU I CHECKED. • LRG J08 NO.: 2089 IDA TE.• 412012006 DRAWNG NO.: JOBS/SUR VEY12089— 4 TOPO >TONE TO BE PLACED RIC MATERIAL THRU STREET EDGE OF PAVEMENT ANTI -TRACKING APRON not to scale PROPERTY OF CRAIG D. NATION 0 SWTH STREET SOUTH WI\111SOR < O\\! l lCl 1 SHEET 5 LANDSCAPE NOTES: 1. ALL EXISTING TREES TO REMAIN WITHIN THE STREET TREE EASEMENT, SHALL BE SHAPED OR PRUNED AS REQUIRED BY SOUTH WINDSOR TREE WARDEN. 2. DEBRIS AND DEAD, UNHEALTHY OR POORLY SHAPED EXISTING TREES SHALL BE REMOVED FROM PROJECT AREAS AND BUFFERING. 3. ALL AREAS DISTURBED OR DESIGNATED TO BE SEEDED SHALL RECEIVE FOUR (4) INCHES OF TOPSOIL, SOIL AIVIr_ VDIVIEIV IS AND NIULh.H. YYA IER AND IVI%111V IAIIN LAWN AREAS UNTIL ALL AREAS ARE STABILZED AND ACCEPTED BY THE OWNER. 4. LAWN GRASS SEED MIXTURE: A. SEEDING MIXTURE TYPE 1 (LAWN AREAS): BLUEGRASS BLEND (3 VARIETIES) 5n7_ OF MIYTIIPE CHEWINGS RED FESCUE 30% OF MIXTURE PERENNIAL RYEGRASS 20% OF MIXTURE APPLICATION RATE: 4.50LBS, PER 1000S.F. B. SEEDING MIXTURE TYPE 11 (LOW MAINTENANCE TOWN MIX) PERENNIAL RYE GRASS 10% OF MIXTURE CREEPING RED FESCUE 10% OF MIXTURE ALSIKE CLOVER 5% OF MIXTURE RED TOP 5% OF MIXTURE TALL FESCUE 70% OF MIXTURE APPLICATION RATP"• � nnl ac DC'p , nnrn c C, r I" � VVL.VJ 1- L-1\ I,V\JV J.1 . 5. ALL TREES AND SHRUBS SHALL MEET THE 2004 AMERICAN STANDARDS FOR NURSERY STOCK, ANSI, Z60.1 BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION OR LATEST EDITION. 6. PLANTING SEASONS: SPRING- MARCH 15 TO MAY 20 FALL- SEPTEMBER 15 TO NOVEMBER 15 7. PLANTING SEASON VARIANCE: IF SPECIAL CONDITIONS EXIST TO REQUIRE STREET TREE PLANTING OUTSIDE THE ABOVE SPECIFIED DATES, THE CONTRACTOR SHALL SUBMIT IN WRITING FOR PERMISSION BY THE TREE WARDEN. ANY VARIANCE IN THE PLANTING SEASON WILL NOT AFFECT THE ONE YEAR PLANTING GUARANTEE PERIOD. 8. STREET TREES WILL NOT BE PERMITTED UNLESS APPROVED IN WRITING BY THE TREE WARDEN. ALL LANDSCAPE DESIGN CHANGES AND SUBSTITUTIONS REQUIRE A CHANGE ORDER AND APPROVAL OF THE TOWN OF SOUTH WINDSOR. 9. PROVIDE A MINIMUM OF 12" OF PLANTING SOIL MIXTURE IN ALL SHRUB PLANTING BEDS. 10. PLANTING SOIL MIXTURE (BY VOLUME) SHALL BE EQUAL TO: A. LEAF COMPOST- 10%-12% B. COURSE SAND- AS NECESSARY C. CLAY LOAM TOP SOIL- AS NECESSARY D. SOIL AMENDMENTS- AS RECOMMENDED BY SOIL FERTILITY TESTING THROUGH THE UNIVERSITY OF CONNECTICUT. 11. SOIL MIXTURE SHALL CONTAIN THE ABOVE TO ACHIEVE THE FOLLOWING GRADATION RANGC: A• GRAVEL -LESS THAN 10% B. COARSE/MEDIAN SAND- 55%-65% C. FIND TO VERY FINE SAND- 15%-35% D. SILT- 10%-20% E. CLAY- 15%-20% 12. SOIL AMENDMENTS: A. LIME SHALL BE PELLETIZED LIME MANUFACTURED TO MEET AGRICULTURAL STANDARDS AND CONTAIN A MAXIMUM OF 60% OXIDE. (I.E., CALCIUM OXIDE PLUS MAGNESIUM OXIDE) TO ACHIEVE A pH OF 6.0-6.8 FOR LAWN, TREES AND NON-ACID LOVING PLANTS. THE SOIL pH FOR ACID LOVING PLANTS SHALL BE 4.5 TO 5.3. B. FERTILIZER USED SHALL BE OF A FORMULA RECOMMENDED BY THE UCONN SOIL NUTRIENT ANALYSIS LABORATORY TESTING TO ACHIEVE THE MINIMUM RECOMMENDATIONS FOR NITROGEN PER 1000 S.F. OF LAWN AREA. APPLY ONE POUND OF 10-10-10 FERTILIZER PER 100 S.F. OF SHRUB/FLOWER BEDS. THE FERTILIZER SHALL BE A MINIMUM OF 50% ORGANIC SLOW -RELEASE COMPOSITION. C. APPLY 100 POUNDS OF LIME PER 1,000 SQUARE FEET OF LAWN AREA DISTURBED TO RAISE THE pH. APPLY 10 POUNDS OF LIME PER 100 SQUARE FEET FOR AREAS TO RECEIVE DECIDUOUS SHRUBS. NO LIME SHALL BE APPLIED TO AREAS RECEIVING EVERGREEN TREES, BROAD-LEAVED EVERGREENS OR NARROW -LEAVED EVERGREENS. 00 NOT HEAVILY PRUNE THE TREE AT PLANTING PRIJIJE ONLY CROSSOVER LIMBS. CO-OOMINANT LEADERS, AND BROKEN OR DEAD BRANCHES SOVE INTERIOR TV.IGS AND LATERAL BRANCHES MAf BE PRUNED: HOWEVER, DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EYTEND TO THE EDGE OF THE CROWN. 'TAKE. TREES ONLY UPON THE APPROVAL OF THE LA14DSCAPE ARCHITECT SEE STAKII:G DETAIL WRAP TREE TRUNKS ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT MARK THE NORTH SIDE OF THE THE R! THE NURSERY, AND ROW TREE EACH TREE MUST BE PUNTED SUCH THAT TO FACE NORTH AT THE SITE WHEN EVFP. THE TRUNK FLARE IS VISIBLE AT THE TOP POSSIBLE OF THE ROOT BALL TREES WHERE THE TRUNK MULCH RING FLARE IS NOT VISIBLE SHALL BE REJECTED SET TOP OF ROOT FALL FLUSH TO 1800 MM (6 FT. DIA.M. MIN. DO NOT COVER THE TOP OF THE PON GRADE OR 25-50 MIA (1-2 IN.) .400 E91 (80.) D0. PREFERRED BALL VATH SOIL HV7HER IT SLOWLY DRA ITNG SOILS. 200 MIA (8 IN.) 100 MM (A IN.) HIGH EARTH SAUCER 50 L.!!A (2 IIl.) HULCH. DO NO PUCE , + BEY014D EDGE OF ROOT BALL MULCH ISl COfLT,1CT Y1ITH TREE 1RUNY.. + ` REMOVE ALL TWINE. ROPE AND WIRE, AND M.AINTAlN THE MULCH WEED -FREE FOR , ', +� ' ' +' ° + +.: + ',' BURLAP FROA! TOP HALF OF ROOT BALL F M!NIHUM OF ONE YEAR AFTER ' ' ' + ' , + + PfA1JJIRC•. ' IF PLANT IS SHIPPED WITH A VARE BASKET AROUND THE ROOT BALL. CUT THE WIRE BASKET IN FOUR PLACES AND FOLD 00Wtt ?00 MM (8 ul. 04i0 PLANTING HOLE PUCE ROOT BALL ON UNEXCAVATED NOTE: FOR DIMENSIONS OF OR TAMPED SOIL. PLANTING AREAS TYPES OF SOIL AMENDMENTS, 0� SOIL REPLACEMENT, TAMP SOIL AROUND ROOT BALL SEE "SOIL IMPROVEMENT DETAILS." BASE FIR LY WITH FOOT P ESSURION ISO FT NOTES 1, NO MULCH WITHIN 3. OF TREE TREE PLANTING DETAIL NOT TO SCALE NOTE. THE; DETAIL ASSUMES THAT THE PLANTR.G SPACE IS LARGER THAN 2400 LIM (8 FT.) SQUARE. OPEII TO THE SKY, AND NOT COVERED BY ANY PAVING OR GRATING PLANTTNG SCHEDULE KEY TREE TO AC SHRUB IV MP QUANTITY SCIENTIFIC NAME COMMOM NAME + 12" SHRUB PLANTING DETAIL NOT TO SCALE 15 THUJA OCCIDENTALIS'NIGRA' DARK AMERICAN ARBORVITAE 2 AESCULUS X CARNEA'BRIOTH' RED HORSE CHESTNUT 6 ILEX VERTICILLATA WINTERBERRY 6 MYRICA PENSYLVANICA BAYBERRY SIZE TYPE REMARKS 3'-4' HT. B&B 5' O.C. 3" CAL. B&B 50' O.C. 18"-24" HT. CONT. 5' O.C. Y 4' HT. CONT. T O.C. NOTE: NO STREET TREES WITHIN THE STREET TREE EASEMENT DUE TO EXISTING LARGE TREES ON TOWN PROPERTY. LEGEND ♦ IRON PIN TO BE SET v EXISTING IRON PIN - F - FOUNDATION DRAIN (4" PVC S=0.5% MIN) - ETC -PROPOSED ELECTRIC/TELEPHONE/CABLE TV X 115.01 PROPOSED SPOT GRADE `I)Q�_ EXIS I IIVG CVIN 1 VUR '-152-D-- PROPOSED CONTOUR e EXISTING WELL TIP Z TEST PIT PT 0 PERCOLATION TEST - EDGE OF WATER LIMITS OF 80' REGULATED UPLAND REVIEW AREA -A LIMIT OF RF(,Ill ATFD WFTLANI)S DIRECTION SURFACE FLOW EXISTING TREE LINE f"Y'Y"Z PROPOSED TREE LINE 3" HIGH EARTH SAUCER (TYP.) 3" STONE MULCH TO MATCH EXISTING REMOVE BURLAP AND TIES FROM TOP 1/3 BALL 1" STONE MULCH TO MATCH EXISTING GROUND COVER BEDS COMPACTED SUBGRADE (TYP.) PLANTING SOIL MIXTURE (TYP.) N/F EVERGREEN WALK, LLC (V. 1169, P. 4) ZONE: GD ZONE: RR »`i w EXISTING TREES WITHIN N/F 3 PROPOSED 50' LANDSCAPE \` " � BUFFER EVERGREEN WALK, LLC (V. 1169, P. 4) t1-9 F1-7 1' PIPE ZONE: GD 0) � ��' /\ FND WF 1-100 \ • EXISTING TREES WITHIN PROPOSED 50'LANDSCAPE BUFFER N*X EASEMENT TYPE GRANTOR GRANTEE ACCESS & UTILITIES EASEMENT N/F LOT 1 N/F LOT-2 ® IRRIGA110N EASEMENT N/F LOT 2 N/F JOHNSON ©STREET TREE EASEMENT N7F NATION _CRAIG TOWN SOUTHOWINDSOR N/F MARGARET R. FRENCH (V. 3871 P. 114) 3 �, /C PROPOSED TREE LINE -- / CV GRANITE MON '?O,Q / W/ DH FND >' / / 15-TO / 3-IV --� WIF 1-5 1� 1 5 VF 1-17 • \\ • WF 1-4 �N WF 1-13 CRAIG D. NATION � IWF 1-16 . \�\�14 4'-14 � (V 1670 P 4) VF 1-3 FEN POSIT c�g°Aa%. / GRANITE MO --• W/ REBAR �/ 3 FND ©\� 69,Ag1 / 90 m, (IV BUILDABLE SQUARE 36.00 O O 0 o 00 Y00 N � �o~ FF: 110.75 0) GAR 108.75 TOW:109.75 BASE: 102.08 (F):100.7S 3s.nn' mwww S� o KOX. IAC \� \ (J1` 1 LIRE OAK TREE REMAIN) \ 12 OP1 Qj OFl�2I/ N01F i14) PROPOSED TREE LINE 3_N S 0• D 3� `rn �� 3-MP ��� PARCEL A 3-MP F 4,336E SF ?y, TO BE DEEDED TO ABUTTER N/F AA L. & KAREN JOHNSON UPON SUBDIVISION APPROVAL, OR CONSOLIDATED WITH LOT #2 CXISTING TEE LINE SURREY NOTES.• 1. THIS SURVEY AND MAP HAVE BEEN PREPARED IN ACCORDANCE WITH SEC77ONS 20-3008-1 THRU 20-300B-20 OF THE REGULATIONS OF CONNE077CUT STATE AGENCIES -'STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNEC77CUT" PREPARED AND ADOPTED BY THE CONNEC77CUT ASSOCIA 110N OF LAND SURVEYORS INC. SEPTEMBER 26, 1995 -HORIZONTAL ACCURACY MEETS CLASS A-2 AND VERTICAL ACCURACY MEETS CLASS T-2. -TYPE OF SURVEY IS A RESURVEY AND /S INTENDED TO DEPICT THE LOCATION OF PROPERTY LINES WITH RESPECT TO PROPOSED IMPROVEMENTS. N/F AARON L. & KAREN JOHNSON (V. 443, P. 211) � wF 2 1 F38;457 ��, ft• -,-, 3.867 ac. LIMIT OF 80, REGULATED UP A D REEW �I I- LXIS 11\6 RILL L1NL O V) 0 AREA OF LOT 2 TOTA ; N 123,750fSF 2.8t AC AREA EXCLUSIVE OF ACC •,--�.BgB�'�-,--- ____ WAY: 50' F.Y. 2.5E AC _j AREA OF ACCESSWAY: 13,161fSF 0.3E AC S86 58', 11 1" PIPE I FND 0 1" PIPE FNu AR FNO >' EAST & 0.75' NOR PROPERTY CORNER PROPOSED TREE LINE FXTSTTNG TRFF I TNF- N/F EVERGREEN WALK, LLC i< V , to Ha ----- 50' R.Y. 9OW90' ----^ } � \� _ OQ \ i BUILDABLE SQ()gRE C 4 L0 �p a 24 OAK 21' H j I I0 W FF: 12S.00 Lip GAR.123.00 M r \ BI D VE �• TOW:124.00 BASMNT:116.33 + ,. . (0: 115.00 7.37' / 50 F. . 18' EE NO #15 T 25' 1 40,369±SF w ' 0.9t AC Ix,4 6 j{.,{{ �••• LINE 4 0)) c O _FFER (n 2-AC"` c " �OP. 10' STREET EX. SIT $ :, S86' ;3•E kz 2APLE _ 7REE EASEMENT SIN FAVOR OF --- - - a ...25�QQC • *, - „ _ •-• _ E TowN of sarrr+ wmE>SaR AR . `� t 4Cr;1$' a,Es nMr © \ $ 10' STREET TREE EASEMWr IN, ( 86'4.1 FAVOR OF THE TOWN ZSOM PIWPEINDSOR FIND mumIII`I1IwmmIII' ZONE: DC------ REBAR FNL 4.90' EAST OF PROPEF ,qw / ZONE: GD ZONE: RR TYPICAL LANDSCAPE BUFFER ELEVATION NOT TO SCALE OWNER APPLICANT DOUG NATION 200 SULLIVAN AVE. SOUTH WINDSOR, CT. 06074 TEL. (860) 982-7500 z-.x !! !I 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS Tel. 860.291 •8755 PROPERTY OF: z m LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. GRAPHIC SCALE 40 0 20 •40 80 Fox 860 291 • 8757 L MOS"C� PLAN CRAIG' D. NATION 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD ,gn L I ED BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IN FEET 1 inch = 40 ft. civil engineers��planners • surveyors landscape DESIGN. RLB DRAWN. RLB CHECKED.• LRG ��® ����� ������ 1 6/27/06 PER TOWN COMMENTS JAU 2089 412012006 IMPRESSION SEAL AND ORIGINAL architects • gis • gps roe No.. DATE.• NO. DATE T DESCRIPTION ION BY DRAWING NO.: JOBS SURVEY 2089-6LS SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. PO Box 1 167, South Windsor, Connecticut 06074 7r7rn t mtfn�7m� n� ,ry n�trn TrT+t1+ SOUTH H vtv' u1�11�SOR CO1,\MC �t u.0 11