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HomeMy WebLinkAbout06-03P_TIGER LILY VENTURES CORP. SPECIAL EXCEPTION-SUBDIVISION PLAN_BURNHAM STREET4z w TIGER LILY VENTURES CORP. SPECIAL EXCEPTION/SUBDIVISION PLAN___ U T�R vT 0 11 NDSOR u'*-j 11 _� T R U7 DDD R NL_6 Al2% M 2 TRe I E=011 I 014N10,17w i ■ poesign , rofess1onals, Inc. V..6141%F1..w0 -.i0wwWIP 0 _ euwVruwwm >: crra watbnww +a - fnwu�wra - eau w7v8 o I landscape architects - gis • gps PO BOX 1167 South Windsor, CT 06074 (860) 291—$755 FAX ($60) 291-6757 www.designprofessionalsinc.com X A ! T DESIGN PROFESSIONALS, INC. NOTES: MI. 8~ 8 A a T p 0 a D LOCATION MAP SCALE: 1"=3000' THESE DRAWINGS ARE THE PROPERTY OF DESIGN PROFESSIONALS, INC., AND HAVE BEEN PREPARED SPECIFICALLY FOR THE OWNER/APPLICANT FOR THIS PROJECT. THEY ARE NOT TO BE USED FOR ANY OTHER PURPOSE OR BY ANY OTHER PERSON OR PERSONS NOR REPRODUCED IN ANY MANNER WITHOUT THE EXPRESS WRITTEN PERMISSION OF DESIGN PROFESSIONALS, INC. "� ��v _......__._. THESE PLANS ARE INVALID UNLESS THEY BEAR THE ORIGINAL SIGNATURE AND IMPRESSION SEAL OF THE PROFESSIONAL ENGINEER OR SURVEYOR. THIS SURVEY AND MAP HAVE 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 CONNECTIGUT ASSOCIATION OF LAND SURVEYORS INC. SEPTEMBER 26, 1996. 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. THIS MAP CONFORMS TO CLASS "D" HORIZONTAL ACCURACY. TO / BEST OF MY KNOWLEO N 3T' ' -,F THI AP I SUBSTANTIALLY COKKEC I AS NO'I ED HEREON. 12327 LAWRENCE R. GEISSLER, JR., LS. LIC. No. 7— OWNER/APPLICANT: TIGER LILY VENTURES CORP. F/K/A BRUEDAN CORP. 2 BOSTON POST ROAD WEST HAVEN, CT 06516 TFI F t9n-0 a3.3-3005 FAX. (203) 933-5232 I •--1l' AUTHORIZED SIGNATURE __ / Y k LINE PC .�. emu' ZD An„ HrK U .y �Uui IVE�8&11""SoR SOUTH WINDSOR N/F PROPERTY OWNER(S) WITHIN 500' MAP LOT NAME MAILING ADDRESS 7 4 THREE 59 BURNHAM STREET LLC 359 BURNHAM STREET EAST HARTFORD, CT 06118 7 6 JEAN F. KLEIN 78 LONG HILL ROAD 7 7 CONN. LIGHT & POWER COMPANY PO BOX 270 HARTFORD, CT 06141 7 8 TERRIE B. JONES-THOMAS 26 LONG HILL RD. 7 9 MARTIN D. & BEVERLY R. KIBBE ONE RIVER ROAD UNIONVILLE, CT 06085 7 10 JAMES E. & HOLLY K. RICHARDSON 10 LONG HILL ROAD 7 31-9 ROSERT BOCHET 700 BURNHAM STREET 8 52 CONN. LIGHT & POWER COMPANY PO BOX 270 HARTFORD, CT 06141 8 54 RICHARD W. & ROBIN K. KING ONE ROSES GROVE ROAD SOUTHAMPTON, NY 11968 8 55 EVELYN F. JOHNSON 770 BURNHAM STREET 8 56 EVELYN F. JOHNSON 770 BURNHAM STREET 8 57 EVELYN F. JOHNSON 770 BURNHAM STREET 8 58 TIGER LILY VENTURES CORP. F/K/A BRUEDAN CORP. 2 BOSTON POST RD. WEST HAVEN, CT 06516 Zoning Data Block. 7omr*. RI IRAI P;rgi 7m nAI (Pm ITEM REQUIRED/ALLOWED PROVIDED LOT 1 LOT 2 LOT 3 CONVENTIONAL CONVENTIONAL INTERIOR Minimum Lot Area 40,000 sq. ft.* 40,825 sq. ft. 72,172 sq. ft. 104,880 sq. ft. Minimum Lot Width 175 ft.** 178 ft.t 317 ft.t 495 ft.t Minimum I M I)nn+h 9017) ft. 998 ft _f 996 ft_+ 945 ft_+ Front Yard 50 ft. 50 ft. Rear Yard 50 ft. 50 ft. Side Yard 20 ft. 20 ft. Lot Coverage 10% max. 10% max. * MINI LOT AREA FOR LOT #3 IS 80.000 S F. MIN_ PER SECTION d R 9 d (INTERIOR I r)T- CPFCIAI PERAAIT RPN IIP17M ** MIN. LOT WIDTH FOR LOT #3 IS 262.5 F.T. MIN. PER SECTION 4.6.2.e (INTERIOR LOT- SPECIAL PERMIT REQUIRED) SHEET INDEX -1 11 r% r1 % /c- in C u E- C -r Iv r V k A A 0 I Le U V L. rx J I-1 G C. I/ K L I ivi A 1— LOCATION MAP /ZONING DATA BLOCK 2 1 PLOT PLAN 3 TOPOGRAPHIC PLAN FINAL: APRIL 9, 2007 REV: MARCH 23, 2007 REV: MAY 18, 2006 REV: APRIL 12, 2006 REV: FEBRUARY 23, 2006 DATE: JANUARY 3, 2006 btLEV • 1 G: \JOBS\2013\2013-cover NOTES: 1. ALL MONUMENTATION FOUND OR SET iS DEPICTED HEREON. 2. TOTAL AREA OF PARCEL = 217,877 SQ. FT. = 5.00 AC. 3. HORIZONTAL DATUM NAD '83 4. PROPERTY IS IN FLOOD ZONE X - "AREA DETERMINED TO BE OUTSIDE 500 YEAR FLOOD PLAIN AS PER FIRM PANEL 10 OF 11 - COMMUNITY PANEL 090036 0010 D MAP REVISED FEB. 23, 2001. 5. THIS LINE IS AN ORIGINAL LINE AND IS THE BASIS OF THIS SUBDIVISION. 6. WETLANDS FLAGGED AUGUST 9, 2004 BY HIGHLAND SOILS, AND LOCATED BY DESIGN PROFESSIONALS, INC. 7. POTENTIAL 8' EASEMENT / RIGHT-OF-WAY MAY BE DEDICATED TO TOWN OF SOUTH WINDSOR AS PER APPROVAL LETTER BY TOWN OF SOUTH WINDSOR PLANNING AND ZONING COMMISSION MARCH 30, 1984. 8. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION, 9. FIELD CHANGES SHALL HAVE PRIOR APPROVAL OF THE TOWN OF SOUTH WINDSOR AND/OR AGENT AND THE DESIGN ENGINEER. 10. ALL PROPOSED UTILITIES ARE TO BE UNDERGROUND. 11. 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 !N TERMS OF LEACHING AND POSES NO THREAT, PRESENT OR FUTURE, OF POLLUTION N/F CONNECTiCUT LIGHT & POWER •"S8�24'00•E 264.26' ---......`""" -------- TO SUBSURFACE WATERS OR GROUNDWATERS, MOREOVER, CLEAN TYPICALLY EXCLUDES, BUT IS NOT LIMITED TO THE EXCLUSION OF DEMOLITION OR CONSTRUCTION WASTE MATERIALS LOCATION OF L1 IT OF WF 1 COMBUSTIBLE OR NOT COMBUSTIBLE INCLUDING CONCRETE ASPHALT PAVING WETLANDS TAKE FROM MAP S87.11 OR DEBRIS, , MATERIALS OR BY-PRODUCTS, YARD WASTES, INCLUDING BRANCHES, LIMBS, BRUSH, REFERENCE # 2 WF 2 1. r SHRUBS, TREES, PARTS OF TREES, TREE STUMPS AND SIMILAR MATERIAL GROWN ON OR EMINATING FROM BULKY RUBBISH OR REFUSE, INCLUDING PUTRESIBLE SOLIDS, _ WF 3 `_ WF 4 = SEMISOLIDS OR LIQUIDS. 12. ALL STUMPS TO BE CHIPPED ON SITE, STUMPS NOT CHIPPED SHALL BE REMOVED FROM SITE, NOT BURIED. 13. EXISTING UTILITIES AS DEPICTED ON THIS PLAN ARE TAKEN FROM AVAILABLE INFORMATION. 1 THE CONTRACTOR IS TO HAVE EXISTING UTILITIES FIELD VERIFIED PRIOR TO CONSTRUCTION. I I BEFORE EXCAVATING, CONTACT "CALL BEFORE YOU DIG" AT 1-800-922-4455. 14. ALL CONSTRUCTION TO CONFORM TO TOWN OF SOUTH WINDSOR STANDARDS AND SPECIFICATIONS. 15, BURNHAM STREET DRIVEWAY ENTRANCE AND UTILITY CUTS MAY REQUIRE A PERMIT FROM THE TOWN OF EAST HARTFORD. 16, WPCA APPROVAL REQUIRED FOR SANITARY SEWER LATERAL CONNECTIONS. 17. DRIVEWAY MUST HAVE A PAVED APRON THAT EXTENDS 20 FEET MIN. FROM THE EXISTING EDGE OF PAVEMENT. 18. ANY ACTIVITY WITHIN THE 80' REGULATED UPLAND REVIEW AREA MAY REQUIRE A PERMIT FROM THE SOUTH WINDSOR INLAND WETLANDS AGENCY/CONSERVATION COMMISSION. 19. SIGHTLINE AT COMBINED DRIVEWAY >800't WEST, TO INTERSECTION; AND >800' TO THE EAST. 20. THIS MAP IS DEPENDENT UPON MAP REFERENCE #1. 21. DISCARDED DEBRIS ON SITE TO BE PROPERTLY REMOVED AND DISPOSED OF OFF -SITE. 22. ANY ACTIVITY/CLEARING BEYOND THE PROPOSED TREELINE AREAS REQUIRES A PERMIT FROM THE INLAND/WETLANDS AGENCY/ CONSERVATION COMMISSION. N/F ROBERT BOCHET 23. EXISTING 6" AND 21" PIPES ARE TO BE MAINTAINED BY THE PRESENT AND FUTURE PROPERTY OWNERS SO THAT THEY CONTINUE TO FUNCTION PROPERLY AND DO NOT ADVERSELY AFFECT OTHER PROPERTIES. 24. A SHALLOW DETENTION AREA IS TO BE CONSTRUCTED WITHIN EACH LOT TO RECEIVE SURFACE WATER CAPABLE OF STORING THE INCREASED VOLUME OF RUNOFF ASSOCIATED WITH THE CONSTRUCTION OF A SINGLE FAMILY HOME. INDIVIDUAL PLOT PLANS ARE TO BE SUBMITTED FOR EACH LOT, WHICH MUST INCLUDE THE REQUIRED STORMWATER STORAGE AREA, TO BE DESIGNED TO ACCOMODATE THE FINAL FOOTPRINT, AND WILL BE SUBJECT TO THE REVIEW AND APPROVAL OF THE TOWN ENGINEER. 25. ONE WELL iS TO BE DRILLED, TESTED AND APPROVED BY THE TOWN SANITARIAN, PRIOR TO THE RECORDING OF SUBDIVISION MYLARS. 26. EXISTING 6" PIPE TO BE REPLACED WITH 6" PVC AT EXISTING ELEVATIONS AND SLOPE. MAP REFERENCES: 1. "PROPERTY SURVEY/ RESURVEY PREPARED FOR TODD KRiNEY" BURNHAM STREET, SOUTH WINDSOR, CONNECTICUT; DATED 1-3-06; SCALE 1"=40'; PREPARED BY DESIGN PROFESSIONALS, INC. 2. SUBDIVISION PLAN. PROPERTY OF EVELYN F. JOHNSON & ELVA KIBBE. LONG HILL ACRES, SOUTH WINDSOR, CONN. SCALE 1"=100'. DATED 1-5-84 REV. 6-14-84. SHEET 1 OF 2. MAP NO. 6076-A RY rARDNFR Rr PFTFRRnN A1;g0rIATFq. aQ•„ t, 0-lesouth W GI U&0 v s 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CT 06074 '~�SOY•C�� TELEPHONE (860) 644-2511 April 12, 2006 Certified #70042510000398029585 Design Professionals, Inc. Attn: Karen Isherwood 165 South Satellite Road South Windsor, CT 06074 RE: Appl. #06-03P -- Tiger Lity Ventures Corp., LLC Dear Mrs. Isherwood: At the April 5, 2006 regular meeting, the Inland Wetlands Agency/Conservation Commission approved application #06-03P - Tiger Lily Ventures Corp., LLC- Burnham Street- Inland Wetland/Conservation Commission application for the construction of three single family homes, stommvater structures, and associated improvements on property located on the northerly side of Burnham Street, and easterly of Long Hill Road. RR 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 April 5, 2011. It is the landowners)/appllcant(s) responsibility to track expiration dates and notffy the Commission of a renewal request at least 65 days prior to expiration, 4. Ali 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. A positive flow from east to west shall be maintained during and after construction. 7. The limits of clearing to remain as shown on the plans and should not be disturbed unless an approval is received by IWA/CC. Very truly yours, Eligbeffi A. Warren, Chairperson INLAND WETLANDS AGENCY/ CONSERVATION COMMISSION EW:dr Chief Building Official LIMIT OF 80' REGULATED UPLAND REVIEW x �WF 1 WF 18 WF 21 \ WF 19 25.,-0- WF 2 7wfWF 6`90'X9BUILD BLE SQU RI ( ECK ``-- 5® 7 p l 1 F 10 I WF 8 9 104,21 S.F. 2.39 AT. N (EXCLUSIVE --'" ACCESSrAY) ----- - f --"�' F.Y. vF .) I 495 ZA rl4�.�, 3 Z SNET ' ......'w+•+�•"'""•w'"`• 3]33� WF. 5-2- SOUTH - 3132 ---- TOWN WINDSOR - - - -- (LAND To BE DEEDS LONE EAST HARTFORD _ - ���` �� ������ - 1 r - - -- - \ ; / - II721 I BURNHAM , /- - � � I #705 1 BURNHAM i 1 I SEE(NOTE #7 BURNHAM SURREY NO TES.- 1. THIS SURVEY AND MAP HAVE BEEN PREPARED /lV ACCORDANCE W177-1 SECTIONS 20-3008-1 THRU 20-30OB-20 OF THE REGULATIONS OF CONNECROUT STATE AGENCIES -'STANDARDS FOR SURREYS AND MAPS IN THE STATE OF CONNECTICUT" PREPARED AND ADOPTED BY THE CONNEC77CUT ASSOCIATION OF LAND SURVEYORS INC. SEPTEMBER 26, 1996. -HORIZONTAL ACCURACY MEETS CLASS A-2. -TYPE OF SURVEY IS A RESURVEY AND IS INTENDED TO DEPICT THE LOCATION OF EXISTING PROPERTY LINES WITH RESPECT TO PROPOSED PROPERTY LINES. Y I r 90')90' BUILDABLE 1 �� SQUARE -'•i g " 40,060 S.F. i j 92 AC. I s 70-Wn o-PS_0 h `ll1� 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CT 06074 �osoA•co"� TELEPHONE (860) 644-2511 CERTIFIED MAIL 7004 1160 00021060 3872 July 10, 2006 Tiger Lily Ventures Corp. F/K/A Bruodan Corp. c/o Todd Kriney 2 Boston Post Road West Haven, CT 06516 Dear Gentlemen: an Re: Appl 06-03P, Tiger Lily Ventures, LLC Subdivision d Special Exception We arc pleased to advise you that the Planning &.Zoning Commission voted on June 27, 2006, to approve with modifications the application referenced above, Tiger Lily Ventures, Resubdivision on 5 acres to create 3 lots (one interior and two frontage lots) to be known as Tiger Lily Subdivision on property located on the northerly side of Bumham Strcct, easterly of Long Hill Road, RR zone as shown on plans prepared by Design Professionals, Inc., project # 2013 and dated January 2, 2006, as revised. This approval is subject to the following modifications: 1. This approval is for 3 lots, numbered 1-3. 2. Drainage and construction for this subdivision is subject to the approval of the Town Engineer. 3. All lots shall be serviced by MDC sanitary sewer and are subject to the approval ofthe both MDC and the South Windsor Water Pollution Control Authority. 4. Water shall be supplied to this subdivision by wells. Private well final designs must be submitted to and approved by the Environmental Health Officer prior to filing of mylars and issuance of building permits. Prior to issuance ofa building permit on each lot, the water supply well must be drilled and the water tested for potability (including testing for total and dissolved lead, metals and pesticides) to the satisfaction of the Environmental Health Officer. 5. This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission. 6. Prior to commencement of any site work, a preconstruction meeting must be held with Town Staff. 7. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. WF 3 { { WF 3 35 WF 36 0 -- WF 38 i� ,�-- WF 39 WF 40 WF 41 0 0 00 WF 42 WF 43 (D WF 44 WF 45 ►I �-r I\vr. ... .. --.. I .�.,nnaAu �,. stit>-3u s a WF 46 178.30' `j �1 CN7t� (ti�J .......... eta... � �. WF 47 -NET 3415 N/F EVELYN F. JOHNSON 3134_ Y 4 OF SOUTH WINDSOR) - " _ - - __ - - - - - -T 1 BURNHAM t SEE NOTE #7 l #729 1 #737 1 BURNHAMI IBURNHAMI EASEMENT TYPE GRANTOR GRANTEE 030' ACCESS/UTILITY EASEMENT TIGER LILY VENTURES CORP. N/F LOTS 1,2&3 ©RIGHT TO DRAIN/MAINTAIN TIGER LILY VENTURES CORP. N/F EVELYN JOHNSON,LOI OWN ER/APPLICANT: TIGER LILY VENTURES CORP. F/K/A BRUEDAN CORP. 2 BOSTON POST ROAD WEST HAVEN, CT 06516 TELE. (203) 933-3005 FAX. (203) 933-5232 8. All easements for conservation purposes, drainage or utilities, that may be required in connection with the approval of this subdivision, must be submitted on standard Town easement form where appropriate, to this Commission prior to filing the mylars and issuance of building permits. All deeds for open space, public improvements and roadways must be submitted prior to request for Town acceptance; all deeds must be in accordance with the policy for accepting deeds and must be approved by the Engineering Department and Town Attorney. A quit -claim deed to the Town providing a 25' rigbt-of-way from the centerline of Burnham Street must be filed. 9. Footing drains are required for each house. Prior to the building of any structure on a lot, a topographic map, drawn to a state of 1" - 40`, shall be submitted for each lot in the subdivision, showing proposed contours, elevations and the location of the footing drains. No building permits will be issued until the proposed contours, floor elevations and location of footing drains have been approved by the Town Engineer. 10. If, for any reason, finished grading and other individual lot 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 ofOccupancy. 11. Quantity estimates must W 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 Clerk's office. 12. 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. 13. A drainage assessment fee in the amount of S 150 shall be submitted to this Commission. 14. The Town Engineer's review comments dated April 21, 2006, must he addressed to the Town Engineer's satisfaction. 15. The Fire Marshal's approval is required for driveway configuration. 16. The house on the interior lot must be constructed in the location shown on the approved plan. Any modifications other than staff -approved minor modifications will require further approval from the Commission. 17. 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. 18. Town staff shall monitor construction activities on this site to verify that all waste and debris is removed and disposed of properly. 19. Driveway maintenance agreement to be approved by town staff. If the developer chooses to submit a Letter of Credit for a one year tern, said Letter of Credit must be renewed on a yearly basis until completion of the development- I£a new Letter of Credit has not been received within 30 dyays before the expiration date, the Commission may, at its option, call the Letter it is holding. (Policy enclosed) Black and white transparent mylars of Sheets 42 with the above modifications, together with three blueprint copies of the entire set ofplans 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 October 14, 2006. After filing these plans, a copy of the receipt must be submitted to the Planning Department. Sin Iy, Patrick Kennaly Planning and Zoning Commission Enclosures cc: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal Board of Education Design Professionals, Inc. Attachments: Deed/easement policy Bonding policy Quantity Estimate Ligbting policy LEGEND IRON PIN TO BE SET ® EXISTING IRON PIN -�-- LIMIT OF REGULATED WETLANDS - - LIMIT OF 80' REGULATED UPLAND REVIEW AREA 0 MONUMENT TO BE SET s ` 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 Q,Nosott ceN�k AREA CODE 860 / 644-2511 July 31, 2006 Ms. Karen Isherwood Design Professionals, Inc. I65 South Satellite Road South Windsor, CT 06074 Re: Tiger Lily Ventures Corp. Subdivision South Windsor, CT Dear Ms. Isherwood: The South Windsor Water Pollution Control Authority, at its regular meeting of July 18, 2006, approved the application as presented for connection to the Tow'n's sewerage system for a three lot residential subdivision located on Burnham Street, South Windsor, CT as more specifically shown on plans entitled "Tiger Lily Ventures Corp., Special Exception/Subdivision Plan, Burnham Street, South Windsor Connecticut"; Prepared by Design Professionals, Inc., South Windsor, CT: Sheet No.: 3/3, "Topographic Plan" Job No.: 2013, Drawing No.: G/JOBS/20I3-3.DWG, Dated: 1.3-06, with revision dates of 2-23-06, 4-12-06, and 5-18-06' , and subject to the following conditions: 1. A draft of a private easement between the property owners for the maintenance of the common sewer laterals must be obtained, reviewed and approved as to form by the Town Attorney. 2, Technical annroval of the Town Enidneerine Denartment. 3. 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 approved by the Authority, and meeting all Town regulations and appropriate technical specifications relating to sanitary sewer construction. #1,LOT#2 This approval letter must be superimposed on the final approval plans. Very truly yours, /F Joseph J. Carino, Chairman Water Pollution Control Authority JC:ead Cc: Michael J. Gantick, Director of Public Works Jeff Doolittle, Town Engineer Marcia Banach, Director of Planning Chris Dougan, Chief Building Inspector o ; ;; 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS Tel. 860.291.8755 DEPENDENT RESURVEY PREPARED FOR: SHEET z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. Fax 860.291 • 8757 ({�(�jj in n 5 4/03/07 Revised Easements LRG GRAPHIC SCALE SUBUMU�IiNV PLrtP71U`W PLOT FILMINFORMATION. ALL EXISTING UTILITIES SHOULD TIGER LILY VENTURES CCRPFIKIA RRUEIJAN CORP.r" BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 3/23/07 PER TOWN COMMENTS CJC 40 0 20 40 I 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 5-18-06 REV. PER TOWN COMMENTS KMI eta' BY A LICENSED LAND SURVEYOR PRIOR TO DESIGN. JAU DRAWN' J.4 U CHECKED: KM/ 2 4-12-05 PER APPROVAL CONDITIONS JAU I ( i+�;E"f > civil en in@ens • planners • surveyors BURNHAM ST�M1s. CONSTRUCTION. _ g P 1 2-23-06 GENERAL- PER TOWN COMMENTS KMI! Ll:� e/��i I 12327 1 inch = 40 ii: SOB No.,2p13 DA7� y-,3-ps 3. THIS PLAN IS INVALID UNLESS IT BEARS THE -2- landscape architects gis gps�f ��if�/q��, `A\ q({p[�[ /�o.•q''��\�, qf�\�, ��},�y ��•y�- fp• q,��- 1-I,fnnCCCInAI CC AI AAIn nDlnIA1AI CIMIATIIDC 1 A\AIDCAInC D f`CICCI CD ID 1 C _ LIC. No. ' f7!'\ ��.. •11 M-7 c....4, to/i...r e.�.- (•air.,.. e..l:....i n�n-7A .-.-....... . -. - /.--- /___ -s - �...� \=Ore l�,rr VV,NDRO11\ lV\S1�T\gMCTff�U RLJ 1-1 JLAL AIVV VRI VIIVAL JI VIVAIV,\L LA'fl\LIVVL 1\. VLIJJLLI\, VI\., L.J. OF .THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION I_ BY( r-v avx I Iv /, JllUlll ..11IVO\JI, VV111IrVi1V4� vvv, 1 UKAW/Nfi' Nu.: (J/tIUfJS/LU73-LUYy(� i y i/ LEGEND 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 AGENT. 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. WIDTH VARIES SURFACE COURSE -BITUMINOUS CONCRETE, CLASS 2 RISE 1/4" PER FT OR 1-1/2" AS DIRECTED N/F CONNECTICUT LIGHT & POWER f \ GRAVEL BASE 8" DEPTH AFTER COMPACTION NOTES: PLACED IN TWO COURSES CROSS SECTION 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. BITUMINOUS CONCRETE DRIVEWAY 2. TOTAL AREA OF PARCEL = 217,877 SQ. FT. = 5.00 AC. i :° "2's4.as `�-"---- ' N.T.S. ' 46.5.3' Z UnDl7nNITAI IIATI IAA NlAfl 1R3 r , , isSFi7•j1' fi I VERTICAL DATUM NAVDV'29 LOCATION ur L 1 „ , W, \ �• �� c1 WETLANDS TAKE FROM MAP S�WS9 ' s� �8 REFERENCE # 2 4. PROPERTY IS IN FLOOD ZONE X - "AREA DETERMINED TO BE OUTSIDE 500 YEAR FLOOD PLAIN AS PER FIRM PANEL 10 OF 11 - COMMUNITY PANEL 090036 0010 D MAP REVISED FEB. 23, 2001. 5. THIS LINE IS AN ORIGINAL LINE AND IS THE BASIS OF THIS SUBDIVISION. 1 ' -LIMIT OF 80' REGULATED 6. WETLANDS FLAGGED AUGUST 9, 2004 BY HIGHLAND SOILS, AND LOCATED BY DESIGN PROFESSIONALS, INC. - " UPLAND REVIEW , 7. POTENTIAL 8' EASEMENT / RIGHT-OF-WAY MAY BE DEDICATED TO TOWN OF SOUTH WINDSOR ® / DEC AS PER APPROVAL LETTER BY TOWN OF SOUTH WINDSOR PLANNING AND ZONING , ' :�5 e COMMISSION MARCH 30, 1984. _ o \A T 114.0 8. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION. N •.�•' G R. 113.0 ' 9. FIELD CHANGES SHALL HAVE PRIOR APPROVAL OF THE TOWN OF SOUTH WINDSOR AND/OR ®; EXCAVATE ♦ ¢ (): 105.0 ♦ r AGENT AND THE DESIGN ENGINEER. , TO PROVIDE 4 1 4,219 F, SP (): 104.0 1900 CIF MIN. , o O o ` 10. ALL PROPOSED UTILITIES ARE TO BE UNDERGROUND. / STORAGE VOLUME: ' ~REX ICLUSII TEM0 30 LX75 WX1.0 DEEP , ��� � Y ,? i (TYP,)' AC�E$SW OPSOIL ' 11. MAXIMUM SLOPE OF FILL TO BE 3:1, ALL FILL MATERIAL TO BE CLEAN MATERIAL. Io ' /.. -® (SEE NOTE STOCKPILE "CLEAN FILL" MEANS UNCONTAMINATED NATURAL SOIL OR ROCK WHICH IS INERT C` IN TERMS OF LEACHING AND POSES NO THREAT, PRESENT OR FUTURE, OF POLLUTION TO SUBSURFACE WATERS OR GROUNDWATERS, MOREOVER, CLEAN TYPICALLY EXCLUDES,, - ---;�-~--'�" •- , .f BUT IS NOT LIMITED TO THE EXCLUSION OF DEMOLITION OR CONSTRUCTION WASTE MATERIALS OR DEBRIS, COMBUSTIBLE OR NOT COMBUSTIBLE, INCLUDING CONCRETE, ASPHALT, PAVING OD ✓ , GRADE TO DRAIN WASTES, INCLUDING BRANCHES LIMBS BRUSH, :� ' . 1 Ta DE 10 -4ft ,,,"A GRADE TO DRAIN v • 5 , MATERIALS OR BY-PRODUCTS, YARD WA � /•• SHRUBS, TREES, PARTS OF TREES, TREE STUMPS AND SIMILAR MATERIAL GROWN ON , D ,�„ ®,'s,� D �° 178.40 OR EMINATING FROM BULKY RUBBISH OR REFUSE, INCLUDING PUTRESIBLE SOLIDS, N/F ROBERT �OCHET v •/ •• SEE NOTE #5 �' N86'12'0 c� •� ��I SEMISOLIDS OR LIQUIDS, d ' ~ SEE E 5 12. ALL STUMPS TO BE CHIPPED ON SITE, STUMPS NOT CHIPPED SHALL BE REMOVED FROM 317.02' `` TROApETEN RAI REA ' 00 + ` SITE, NOT BURIED. �: 2' WIDE TEMP. � 'YJ��°° ' z so TOPSOIL rn 13. EXISTING UTILITIES AS DEPICTED ON THIS PLAN ARE TAKEN FROM AVAILABLE INFORMATION. wt �� } .Il► TEMP. 5°' R.Y. XCAVATE ® d THE CONTRACTOR IS TO HAVE EXISTING UTILITIES FIELD VERIFIED PRIOR TO CONSTRUCTION. C , •, _ - - - ~ ' ~ _ ""'TOP' I � P PROP. SILT 0 PROVIDE BEFORE EXCAVATING, CONTACT "CALL BEFORE YOU DIG" AT 1-800-922-4455. _ - - __._ 3100 CIF MIN. r 14. ALL CONSTRUCTION TO CONFORM TO TOWN OF SOUTH WINDSOR STANDARDS AND 5° R.Y. STOCKP LE s 4., FENCE (TYP.) 'STORAGE VOLUME SPECIFICATIONS. '� �r EXCAVATE `� ® � 75' � � BOTTOM, 100'4X32' 1 EP ,,TO PROVIDE I (IYP.) NOT 15. BURNHAM STREET DRIVEWAY ENTRANCE AND UTILITY CUTS MAY REQUIRE A PERMIT FROM THE '� • `1900 CF MINI 75° '1 � ' #24 ' ' TOWN OF EAST HARTFORD. •••� ® STORAGE VOLUME: 2 r Y 1 N , � � , BOTTOM: 80 LX25 W VDEEP (TYP.) 7 16. WPCA APPROVAL REQUIRED FOR SANITARY SEWER LATERAL CONNECTIONS. (SEE NOTE , 6963 S.F. 0 0,0 0 S,F. ' 17. DRIVEWAY MUST HAVE A PAVED APRON THAT EXTENDS 20 FEET MIN. FROM THE EXISTING '�` #24) • '1 60 A TOW: 111. 92 �� N FF• 112 0 00 N/F EVELYN F. JOHNSON ® IRON PIN TO BE SET EXISTING IRON PIN - F - FOUNDATION DRAIN (FINAL DESIGN MAY REQUIRE SUMP PUMP) - S1 - PROPOSED 6" SANITARY LAT. (LOT#1) - S2 - PROPOSED 6" SANITARY LAT. (LOT#2) - S3 - PROPOSED 6" SANITARY LAT. (LOT#3) OC.o. CLEAN -OUT (TYP.)(SEE DETAIL) X 115.0 PROPOSED SPOT GRADE - 334- - EXISTING CONTOUR -0_20•-" PROPOSED CONTOUR PROPOSED WELL (SEE NOTE#25) _ = EXISTING SANITARY MANHOLE AND PIPE EDGE OF WATER LIMITS OF 80' REGULATED UPLAND REVIEW AREA --A-- LIMIT OF REGULATED WETLANDS DIRECTION SURFACE FLOW EXISTING TREE LINE f-Y-Y-\ PROPOSED TREE LINE (SEE NOTE #22) OSP SUMP HOLE AND PUMP (FOUNDATION DRAINAGE) EDGE OF PAVEMENT. 1 ` Q' ,D K ` o GAR: r 110.0 ' 18. ANY ACTIVITY WITHIN THE 80' REGULATED UPLAND REVIEW AREA MAY REQUIRE A PERMIT TOW: 109.0 I FF:.110.0 ` _ - BSMT:103. ' I FROM THE SOUTH WINDSOR INLAND WETLANDS AGENCY/CONSERVATION COMMISSION. _ _ _-,� •'•J GAR:' 108.0 5): ;101.0 l ` 19. SIGHTLINE AT COMBINED DRIVEWAY >800 t WEST, TO INTERSECTION; AND >800 TO THE EAST. ` 1i: 3 , 20. THIS MAP IS DEPENDENT UPON MAP REFERENCE #1. 99.0 , / r E I 21. DISCARDED DEBRIS ON SITE TO BE PROPERTLY REMOVED AND DISPOSED OF OFF -SITE. F.Y. l ._-..--�- . c � � � - , , ' ' 22. ANY ACTIVITY/CLEARING BEYOND THE PROPOSED TREELINE AREAS REQUIRES A PERMIT FROM r _ . OP OF 6" PVC PIPE ROP. BIT. DRIVE. THE INLAND/WETLANDS AGENCY/ CONSERVATION COMMISSION. // _ �---- "'� -- ~ �i`f sue► I 23. EXISTING 6" PIPE AND 21" CMP UNDER BURNHAM STREET ARE TO BE MAINTAINED " " G ;ADE KO DRASN-GRADE TO DRAIN sue► LEv. 100.91 • \ OP O 6 CLA` T I DETENTION AR , TO DETENTION AR r� Irr loll >ol• ` INVERT 21 CMP - BY THE PRESENT AND FUTURE PROPERTY OWNERS SO THAT THEY CONTINUE TO I9a.o1 ELEV. 10 ELE , Y ; .1. r�+ 1.. - - ,■ �trx s =0.24 FUNCTION PROPERLY AND OTHER PROPERTIES ARE NOT ADVERSELY AFFECTED. , - " ~ ai.............................../ �... - E 24. A SHALLOW DETENTION AREA IS TO BE CONSTRUCTED WITHIN EACH LOT TO RECEIVE SURFACE WATER CAPABLE OF STORING PPROX. LOC.-EX. SAN. LATERAL THE INCREASED VOLUME OF RUNOFF ASSOCIATED WITH THE CONSTRUCTION OF A SINGLE FAMILY HOME. INDIVIDUAL PLOT PLANS , ARE TO BE SUBMITTED FOR EACH LOT, WHICH MUST INCLUDE THE REQUIRED STORMWATER STORAGE AREA, TO BE DESIGNED ` " , �ELE •24" - T.\ f•..:-r•^SNET _X. 8" SAN. SEWER MAIN (S=0.38%) - EX. SAN. TO ACCOMODATE THE FINAL FOOTPRINT, AND WILL BE SUBJECT TO THE REVIEW AND APPROVAL OF THE TOWN ENGINEER. , _ - ---�- a•-�2g 3415 -tOs _ _ _ _ _ _ - _�' 3_133 <LT1�.Cifr2," - - / \, 10't TO S2 -- - - - - - - FL: 94.42f FOUNDATION DRAINAGE MAY REQUIRE A SUMP PUMP. SNET } / - ,, - - - - - - - 25. ONE WELL IS TO BE DRILLED, 3i32 _ _ - '� 0 TO S3 , _ - i #745 (NOT FIELD VERIFIED) TESTED AND APPROVED BY THE TOWN SANITARIAN, TOWN SOUTH WINDSOR - \ '� / I BURNHAM PRIOR TO THE RECORDING OF SUBDIVISION MYLARS. LINE EAST HARTFORD _ -� -- �`= EX. SAN. -PROP. AN. LATE - 'I I LOT #1 PROP. s SAN. „ » ' -- LOT #2 PROP I SAN - APPRO� Ft. 9�.82f APPROX. LOC. SAN. LATERAL LAT.=96.1± 26. EXISTING 6 PIPE TO BE REPLACED WITH 6 PVC AT EXISTING ELEVATIONS AND SLOPE. _-- �--- FL 93.0 #- #729 #737 - LAT, FL 96.1 #721 PROP. AN. LATEWL BURNHAM BURNHAM FL: 93.3 t 6"CLAY PIPE FL:100.2t 6 CY PIPIIE- 99.8E BURNHAM _ - - - FL: 93.1 t CLEARANCE: 3.5 f SEEDING SCHEDULE - � CLEARANCE: 3.2'± - PROP. ANTI -TRACKING � `- J � � j �705 BURNHAM APR N (SEE DETAIL) BURNHAM LOT #3 PROP. 6SAN. TOP PIPE=100.4t' ALL DISTURBED AREA NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH A 4" MINIMUM OF ` APPROXIMATE LOCATION FG DRIVE=105.75=LAT.=94.3t TOPSOIL, SEED AS INDICATED BELOW. CONDITION SOIL WITH FERTILIZER APPLIED AT THE OF EXISTING STORMWATER 5.3'f clearance over RATE OF 300 POUNDS PER ACRE OR 7.5 POUNDS PER 1,000 SQUARE FEET USING 10-10-10 LEAKOFF 6"CLAY PIPE FU99.9t 6" clay pipe OR EQUIVALENT. IN ADDITION, 300 POUNDS OF 38-0-0 PER ACRE OR EQUIVALENT OF SLOW CLEARANCE:5.6't RELEASE NITROGEN MAY BE USED FOR TOPDRESSING. APPLY GROUND LIMESTONE (EQUIVALENT OWNER/APPLICANT: TO 50 PERCENT CALCIUM PLUS MAGNESIUM OXIDE) AT THE RATE OF 3 TONS PER ACRE OR 135 TIGER LILY VENTURES CORP. F/K/A BRUEDAN CORP. POUNDS PER 1000 SQ. FT. 2 BOSTON POST ROAD PERMANANT VEGETATION COVER WEST HAVEN, CT 06516 CONSTRUCTION SEQUENCE SEEDING DATES: APRIL 1 TO JUNE 1 AND AUGUST 15 TO SEPTEMBER 1 TELE. (203) 933-3005 1. INSTALL EROSION AND SEDIMENTATION CONTROL MEASURES AS DEPICTED ON THE PLAN. USE THE FOLLOWING MIXTURE: MAP REFERENCES: FAX. (203) 933-5232 2. CLEAR AND GRUB AREAS AS DEPICTED ON THE PLANS AND AS DELINEATED IN THE FIELD. SEE NOTE #22. KENTUCKY BLUEGRASS 45% 3. REMOVE TOPSOIL FROM AREAS OF DISTURBANCE AND STOCKPILE IN THE LOCATIONS AS SHOWN ON CREEPING RED FESCUE 45% " " - _ - - - PERENNIAL RYEGRASS 10% 1. PROPERTY SURVEY/ RESURVEY PREPARED FOR TODD KRINEY BURNHAM STREET, THE PLANS. RING SOIL STOCKPILES WITH SILT FENCE IMMEDIATELY AFTER CREATION. ESTABLISH APPLY 1 POUND PER 1,000 SO. FT. OR 45 POUNDS PER ACRE. WOOD CHIPS SHOULD BE APPLIED SOUTH WINDSOR, CONNECTICUT; DATED 1-3-06; SCALE 1 =40; PREPARED BY DESIGN PROFESSIONALS, INC. VEGETATION ON SOIL THAT IS TO BE STOCKPILED FOR LONGER THAN 30 DAYS. REFER TO SEEDING AT A RATE OF 500-900 POUNDS PER 1,000 SQ. FT. OR 10-20 TONS PER ACRE. SCHEDULE FOR VEGETATIVE COVER OF DISTURBED AREAS. NO STORMWATER SHALL BE DISCHARGED 2. SUBDIVISION PLAN. PROPERTY OF EVELYN F. JOHNSON & ELVA KIBBE. LONG HILL ACRES, TO THE BASIN UNTIL THE BASIN IS STABILIZED. TEMPORARY VEGETATIVE COVER SOUTH WINDSOR, CONN. SCALE 1"=1001. DATED 1-5-84 REV. 6-14-$4. SHEET 1 OF 2. MAP NO. 6076-A 4. GRADING OF SITE, CAN BEGIN. BY GARDNER & PETERSON ASSOCIATES. SURVEY NO 5. AFTER ALL SITE WORK IS COMPLETED INCLUDING SPREADING OF TOPSOIL AND SEEDING, THE CONTRACTOR SEEDING DATES: MARCH 1 TO JUNE 15 AND AUGUST 1 TO OCTOBER 1 SHALL CLEAN ANY SILT OR DEBRIS FROM ALL STRUCTURES AND PIPES. PIPES SHALL BE CLEANED BY ANNUAL RYEGRASS 100% 1, THIS SURVEY AND MAP HAVE BEEN PREPARED IN ACCORDANCE WT1 SECTIONS WATER -JETTING AS NEEDED AND CATCH BASIN SUMPS SHALL BE CLEANED BY MANUAL EXTRACTION APPLY ONE POUND PER 1,000 SQ. FT. OR 40 POUNDS PER ACRE WITH ANCHORED HAY MULCH 2O-3008-1 77-IRU 20-3008-20 OF THE REGULATIONS OF CONNEC77OUT STATE OR SUCTION LINES AS NEEDED. AT 2 TONS PER ACRE. AGENCIES -"STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNEC77CU7- 6. NOTE: CONSTRUCTION OF BUILDINGS TO COMMENCE ONCE GRADING OPERATONS IN AREAS OF PREPARED AND ADOPTED BY THE CON1VECTICUT ASSOC/AT/ON OF LAND SURVEYORS FOUNDATIONS ARE COMPLETE. CONSTRUCTION OF FOUNDATIONS TO BE COMPLETED AS PART OF OVERALL INC. SEPTEMBER 26, 1996. SITE WORK. COMPLETION OF BUILDINGS TO BE DONE IN PHASES AS ECONOMIC CONDITIONS DICTATE. -HORIZONTAL ACCURACY MEETS CLASS A-2 AND VER77CAL ACCURACY MEETS CLASS T-2. -TYPE OF SURVEY IS A RESURVEY AND IS INTENDED TO DEPICT THE LOCATION OF ESTIMATED START DATE FOR CONSTRUCTION - SPRING 2006 00110rrnry / Mlrc W177-� PC- Tn Pl?nP().SFIJ IMPROVFMFNTS FSTIAAATFn (:nAAP1 FT10M nATF FOR TidF PPr1.IFrT - FAI I �nnR 111-1 L/... •."• "'"' ..�v....v. - . I- ---- '---. .._.-...------ ANGLE POSTS 1. SET POSTS AND 2. STAPLE THE SILT 5• ANGLE O S EXCAVATE A 6%6' TRENCH FENCING TO THE POST UPSLOPE FROM POSTS. SILT END OF THE POST FOR STABILITY FENCING AND SELF- CLEANING. b/. 95 F 12" MIN. 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 fff CONSTRUCTION OF SYNTHETIC FILTER BARRIER ;TONE TO BE PLACED RIC MATERIAL THRU STREET EDGE OF PAVEMENT ANTI -TRACKING APRON not to scale SNET 3116 0 m 1N UWE C E GUT TYPE E I NOT TO SCALE PIPE SIZE PER PLAN z -C X 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS Tel. 860.291 •8755 DEPENDENT RESURVEY PREPARED FOR: SHEET z II II LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. Fax 860.291 • 8757 D 4 4-9-07 FINAL PLANS KMI GRAPHIC SCALE �In TOPOGRaPM m INFORMATION. ALL EXISTING UTILITIES SHOULD TIGER LILY (VENTURES CORP.FIK/A BRUEDAN CORP. BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 3-23-07 PER TOWN COMMENTS CJC 40 0 2_11D �40 80 PLM _w 3 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 5-18-06 REV. PER TOWN COMMENTS KMI BY A LICENSED LAND SURVEYOR PRIOR TO DES/GN.• JAU DRAWN: EAU CHECKED.' KMI 2 4-12-06 PER APPROVAL CONDITIONS JAU (IN ' ) Civil engineers lanners serve ��•� ]BURNHAM 3TREET CONSTRUCTION. - $ P Y 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 2-23-os GENERAL- PER TOWN COMMENTS KMI ��/'�,�__ _ 12327 1 inch = 40 ft, landscape architects • gis • gps ✓OB No.: 2013 DATE 1-3-06 IMPRESSION SEAL AND ORIGINAL SIGNATURE Ain r%A'= nccnDIDT1nAl RY LAWRENCE R. GEISSLER. JR.. L.S. LIC. No. PO Box 1167, South Windsor, Connecticut 06074 ORADWNG NO.: G//ORSS/2013-3DWG SOUTH � `�®� �'®��� ' ���� ® I Ut' THE PROFESSIONAL tNtilNttK/JUK Vt TVK. i )VV. I Lf11C I ti�..wn,r „vry I +.�. I -����------ --�------�-• ----• ---- �.-� 1 ;