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05-62P_DST OUTPUT SITE PLAN MODIFICATION_ELLINGTON ROAD_1
Successors to Petersen k Hoffman �esign ofessionals, Inc. ! civil engineers • planners • surveyors landscape architects • gis • Cps 165 South Satellite Road South Windsor, CT 06074 998 Farmington Avenue West Hartford, CT 06107 (860) 291-8755 FAX (060) 291-8757 www.designprofessionalsinc com SITS PLAT MOD., FICA ION i(r� '5 3 5�r% TL�R� eLLZ L�ZH N-- G T ��Uj eIN R nO- A 0 � �U� U, B U B A R. I S �'� TRAFFIC �a MNCNCIATES PLANNING • ENGINEERING • DESIGN 270 Amity Road Suite 130 Woodbridge, CT 06525 (203) 397-3600 FAX (203) 397-3642 ff CAPITAL STUDIO architects LLc 1379 MAIN STREET EAST 14AR MORD Cr. 06108 860.289.3262 fax 8W.289.3163 MEMWAL PARR' ROgO ST. MARC CIRCLE (Pvt) _ �ygpFC 3 S�FET O 4 � Gs A MQ�U�RF QOLv ROAD D 291 E S M O D D BURNHAM o M 7 Q DESIGN PROFESSIONALS, INC. LOCATION MAP 1 "=1000' THESE DRANIN69 ARE THE PROPERTY OF DE516N PROFESSIONALS, INC., AND HAVE BEEN PREPARED SPECIFICALLY FOR THE OMER/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 EXPRE55 WRITTEN PERMISSION OF DE516N PROFESSIONALS, INC. THESE PLANS ARE INVALID UNLESS THEY BEAR THE OR16INAL 516NATURE AND IMPRESSION SEAL OF THE PROFESSIONAL ENGINEER OR SURVEYOR. 9 TOWN OF SOUTH WINDSOR 1540 Sullivan Avenue South Windsor, Connecticut 06074 THIS SURVEY AND MAP HAVE BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-30OB-1 THRU 20-30OB-20 OF THE REGULA11ONS OF CONNECTICUT STATE AGENCIES — "MINIMUM 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 BEST OF 6WLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 2 4 2i7Oti ,2882 RICHARD P. MARTEL LIC. No. 01 DST REAI 333 WEST KANSAS TEL. --- - - TENANT DST Output, Inc. 333 WEST ELEVENTH ST., SUTE 101 KANSAS CITY, MISSOURI 64105 TEL. (916) 939-5719 TOWN OF SOUTH WINDSOR 1540 Sullivan Avenue South Windsor, Connecticut 06074 • MAP LOT N/F ABUTTER LIST 5 14 111 FARM BROOK IN. MCGU/RE ASSOC., LLC. 15 FARM BROOK LN. DBB MANAGEMENT 16 161 CARRIAGE DR. McK££, ✓OHNSON 1. MANCHESTER 06040 17 3-2 FONC/NE LN OER101, SALIH & ZYMRIJE 18 R005 JOHN FITCH BLV CONNECTICUT, STATE OF 19 1002 ELL6P`^TON RD. CONNECTICUT, STATE OF 20 100 ✓ACOU - "" LN FARINA, ANTHONY A. & DIFIORk; DON 21 L003 ELINGTON RD. CONNECTICUT, STATE OF 22 R006 ✓OHN FITCH BLV. CONNECTICUT, STATE OF 23 R007 ✓OHN FITCH BLV. CONNECTICUT, STATE OF 24 L004 ELLINGTON CONNECT/CUT, STATE OF 28 230 BURNHAM ST. MEYER GAGE COMPANY INC. 29 230 BURNHAM Sr MEYER GAGE COMPANY INC. 30 230 BURHNAM Sr MEYER GAGE COMPANY INC. 31 9 G WEST LN. GLASSMAN, ABRAHAM & BEVERI.Y TRUSTEES BLOOMF/ELD, CT 06002 34 39 SPIELMAN RD. SPIELMAN, ARTHUR E. & REVOCABLE TRUST C/O PRIOR ✓ANET S. TRUSTEES ETAL 35 3 GLEN HALLOW DR. TONUCCI, RICHARD L. & BERNICE A. ARRINGTON, 06032 36 3 GLEN HALLOW DR. TONUCCI, RICHARD L. & BERNICE A. FARMINGTON, 06032 37 PO BOX 53 MOBIL OIL CORPORATION C/O HOUSTON, TX 770010053 EXXON PROP. TAX DIV. 6 1 L005 ELLINGTON RD. CONNECTICUT, STATE OF 2 R020 ELLINGTON RD. CONNECTICUT, STATE OF 3 104 A NORTHPORT AVE BRADLEY, MORGAN J. JR. LIVING TRUST & BELFAST, ME 04915 BRADLEY MORGAN J & MARIE L TRUSTEE 4 333 WEST 11 TH ST DST REALTY CT, INC KANSAS CITY, MO 64105 7 164 SCHOOL ST. CORNEAU, KENNETH F. E. HARTFORD 06108 14 55 AIRPORT RD. CONDEV ASSOCIATES ATTN.• ANN CALARORE HARTFORD, CT 06114 17 366 BURNHAM ST. CARDONE, SAMUEL J,18 150 BOLTON RD. HAULUCC/, DOMINIC A. & MARGARET J 80LTON, 06043 19 350 BURNHAM ST. BOGU, SUSAN M. & ✓OHN J. 20 338 BURNHAM ST. COUGHLIN, DENNIS J. & MARYANN C. 21 328 BURHNA,: ° ST. COUGHLIN THERESA A LIU STERNS N & STERNS N & COUGHLIN D CO TRUST 27 333 WEST 11TH ST DST REALTY CT INC KANSAS CITY, MO 64105 12 13 L014 ✓OHN "CH BLV CONNECTICUT, STATE OF 13 26 1540 SULLIVAN AVE. TOWN OF SOUTH WINDSOR 151 8 L012 BURHNAM ST. CONNECTICUT, STATE OF Zoning Data Block ZONE: 1-291 CORRIDOR DEVELOPMENT ZONE (CD) ITEM REQUIRED/ALLOWED (CD) PROVIDED Lot Area 5 acres 50.57 acres**** Lot Width 300 ft. min. 630 ft. Lot Depth N.A. N.A. Lot Coverage N.A. N.A. Impervious Coverage 70% max.* 27.2t% Building Height 60 ft. max 36'2" Front Yard 50 ft. 236.7 ft. Side Yard 20 ft. 35 ft. Rear Yard 20 ft. — Parking Spaces 549 spaces 447/506 spaces *** *NOTE: A 5% IMPERVIOUS COVERAGE BONUS (CONSOLIDATED PARCEL) **NOTE: TOTAL BUILDING FLOOR AREA IS 301,397t sq. ft.(MAIN BUILDING), 2,940 sq. ft.(GENERATOR BUILDING) ***PARKING WAIVER REQUESTED PER SECTION 13.4.1. (102 SPACES FOR PHASE 1/43 SPACES PHASE II) ****INCLUDES THE ADDITION OF PARCEL 6-27 (TO BE COMBINED WITH PARCEL 6-4) PARKING CALCULATIONS: OFFICE SPACE: 61,240 0 4/1,000 SO. FT. = 244.96 SPACES INDUSTRIAL: 178,827 0 1 /700 SQ. F'r. = 255.47 SPACES WAREHOUSE: 61,330 0 1/1,250 SO. 17T. = 49.06 SPACES TOTAL REQUIRED PARKING = 549 PARKING REQUIRED PER CLIENT'S ANTICIPATED USE: TOTAL EMPLOYEES FOR 2 LARGEST SHIFTS = 448 EMPLOYEES PHASE I PARKING = 447 (WAIVER OF 102 SPACES) PHASE II PARKING = 506 (WAIVER OF 43 SPACES) PHASE II PARKING MAY BE CONSTRUCTED PRIOR TO PHASE I. LANDSCAPE CALCULATIONS: MINIMUM OF 10% OF INTERIOR PARKING LOT TOTAL PARKING LOT AREA = 198,822 S.F. LANDSCAPE AREA REQUIRED = 19,882 S.F. LANDSCAPE AREA PROVIDED = 31,008 S.F. (15.60%) SHEET INDEX 1 COVER SHEET N KEY MAP 2 100' SCALE INDEX 3-6 PLOT PLAN 7-10 TOPOGRAPHIC PLAN 11 SOIL EROSION & SEDIMENT CONTROL PLAN 12 DETAILS SHEET L1-L5 LANDSCAPE PLANS LP1 LIGHTING PLAN A1-A6 ARCHITECTURAL PLANS JOB: 2222 DRAWN: RAM NA1 DATE: SEPT. 2005 REV. 11 /28/05 REV. 12/08/05 SHEET 1 p DENIAL OF INGRESS AND EGRESS N /F S�6STATE OF CONNECTICUT '" S8353'17"E LR LIMIT SI �_ 11$.09' . I zo• S.Y. y \3.36' I�fISTING POND \ \ \ \ / J� \ W EA9FSIENT FOR HOHYIAY PURPODES Atr{ / IN FAVOR OF THE STATE OF COMNECTICl7T S7 �,� \ Z N� / A=01'13'3 „ ` EXrMA1f90X/ L=29.25' / / T=14.62' EX. / CROSSING OX ' SHEETS 3 & 7 9 „ ?°'sY T &' SHEETS 4 & 8 N� 89 \ �l j �� SHEETS 5 =04'37 55 0=12'13'14" R=1366.35' / E. , E, III I ;o o� �N r� 0 gin' EaST LMT F R=1366.35' L=110.46' / / y / w \ / 0 L=291.63' T=55.26' ?' / N 36" BEECH TREE T=146.37' / / / % �C; b) CH=291.07 / / �i / ; 1 C\4 CH BEARING S41'42'11"w (SEE NOTE 6) �_ # �,n� N �\ /\ O' T= H _ � 78" BEECH /// \ TREE L E.'°:T r R=1366.35 j f a LAM L 45.34�TREE EECH _ .1 _-- #%" -_� � \ gnu OmoAo ltt►a W� _ \ V 11g1i�G� ST.7" BEECH TREE IX. PETRO PIPE Si`�' � , °r 1 \� JOGGING PATH/ Z. MAPLE -1 I`l_ N F ° : ER , N+O rAKlorr MA»aq FEE _- __) zo t K E N N E TH F. C 11------ �Wj PROPOSED 2BEECH �(�( IX PET.' EX. 7 EVERGREEN #� #� JOGGING PATH TREEPIPE SI/ / t, 1 !, .q� 15" BEECH � _ H y��] (Hq�Wc TREE IX. MAILBOX,./ / ' IX. 24' MAPLE e" `4• + -T \ ✓ ` s - '�• _ F TRAP M00� RE BODE OFW • JT .. jr SEAL IX. 24' PLE T03 a. PVI: R? 414T 8' BEECH 1 LP. 7.26' NEST 510.6% TREE �1F PROPERTY LINE 111 399.r REMOVE E)=. iKALL IX, LOADING I I EX. MEADOW EXISTING JOGGING PATH---_ BEHOVE EXIST. I .RAMP DOCK a rosy / EX. 24' MAPLE p, pdryQT E7L-P 1 scR Iraa t F2" REBDP, / EXIST. JOGGNG PATH RAMP. "- 24' BEECH /O 01'0 ' oaN� 5 BAY LOADHO _ �` TREE / 18- /R:= TM CH ' r, O0 LF. TCH BRAN TREE BEECH L= 04. / EXISTING BUILDING OH EEv saes INV. INSTALL TRAP Hi. W / T 52. FF=62.83 PROP. CONC. PAD , `_ j I 24" BEECH 14. 11NC;PN RTE. 5 SIG / N _ I TREE 8' BEECH / f 24' BEECH TREE I / pry r J T- TREE 24" BEECH +. / y \INSTALL TRAP H000 �TREE ��7» / / `EX RAILROAD / TRANSFORMER PADS ' / SIG SSING I, `G T24 REEBEECH 7RBEECH TRAN F RMF1t PA DOCK - / EXIST. NERATOR BUILDING / / I N /"F TOW' J / FF:62.3# DOMINIC A. tC MAF O7 EX. AIR rnw vSYSTEM 8lT DR3 % M A U L U C O CONC. AD 9 BEECH 1Y TREE !; TREE xS 20' S.Y. CID N `� 5HEE TS 6& 10 TREES 1 N N �. LO 311.70 1E,'I', „E` I MA o Q1 S827 9'44 W •; ' I o I TI 1y 216.71• LEGEND I 1CV O EXISTING IRON PIN �^ I o EXISTING MONUMENT M/ ` R POSE ADD TI 20' UTILITY EASEMENT IN FAVOR OF / Exlsr. JocclNc PATN J�( EXISTING LIGHT POLE / 1 43,316f S.F. ' H.B.F. LAND ASSOCIATES LIMITED PARTNERSHIP, N F O ' N FF:62.83 DST REALTY CONNECTICUT, WINDSOR INC. do +: TOWN OF SOUTH WINDSOR f -� EXISTING SIGN (p I I CK); EXISTING UTILITY POLE MEYER GAGE w ----- EXISTING EASEMENT / I COMPANY, INC. 21S.Y. 1 �3 f I S86'29'53"W °��';`;F,;'��' °,IFF N F NOTES: t62.e6' / LP. NEST f< DENNIS J 0.30" NORTH OF CCRNER 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. / $ v o' ° 1 - - _ / & �-- - _ 2. NORTH IS BASED ON NAD `83. N /F M AR YAN N / \ \ - �oF,� -- 3. TOTAL SITE ACREAGE = 2,202,995 S.F. ' \ -- 1 / / TH ERESA B. COU H LI N C. 50.57 Ac. \ "/ / I °� BIN 3:COUGHLIN GAADNNE 4. SITE IS LOCATED IN ZONE X - AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOOD PLAIN PE N .- COMMUNITY PANEL #090036-0009-D REV. 2-23-01 OF THE FIRM FLOOD INSURANCE RATE MAP. O � 5. PROPERTY N/F BRADLEY, MORGAN J. JR. HAS CERTAIN RIGHTS OF ACCESS FURTHER STIPULATED IN VOL. 105, PG 336 OF THE SOUTH WINDSOR LAND RECORDS. 6. CURVE IS NOT TANGENT. ' 1 r IEXIST. JOGGING PATE EXISTING MAP REFERENCES: BUILDING 1. PROPERTY SURVEY RESURVEY PREPARED FOR DST REALTY, INC. BURNHAM STREET, TOWN LINE SOUTH WINDSOR / ....��• , I P- U 16� `III T}I SOUTH WINDSOR, CONNECTICUT BY DESIGN PROFESSIONALS, INC. JOB NO: 98-1115; 9� - , 195•70 ( "Er> t r, :Rr.ER DATE 1/2001; SCALE 1"=100'. "`"r p\M1\`" `- _ El ` 'p°" R 8 ��( EXIST HARTFORD sm 2. BOUNDARY SURVEY PREPARED FOR DST REALTY, INC. ELLINGTON ROAD, `� ` 800.83' "- - - - - S -. ____---------- SOUTH WINDSOR, CONNECTICUT BY DESIGN PROFESSIONALS, INC. JOB NO: 98-1115; DATE 1-4-99;�!- SCALE 1' =40' - - -- n/-- v --`�- - BURS,! �- T� A /STREET SIGN 3. PROPERTY SURVEY RESURVEY PREPARED FOR DST REALTY CONNECTICUT, INC. ELLINGTON ROAD, - _ - - - - - - - - _-_�- - _ -_ - ` "'n 'STOP SIGN SOUTH WINDSOR, CONNECTICUT BY DESIGN PROFESSIONALS, INC. JOB NO: 98-1115; DATE 9-16-98; - - - - - - - - - SCALE 1"=100'. ---- - ---- - - ----- 4. PROPERTY SURVEY RESURVEY PREPARED FOR DST REALTY-GGPNdEeTtCUT`IN URNHAM STREET - - - - - - - - - - - - SOUTH WINDSOR, CONNECTICUT BY DESIGN PROFESSIONALS, Imo.-LOB-N9 9$-�t15-DXcTE-i6-15-1999; SCALE 1"=50'. Ii x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE 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. REVISIONS 2 12/08/05 PER TOWN COMMENTS GBS 1 11/28/05 PER TOWN COMMENTS GBS NO. DATE DESCRIPTION BY THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. AND CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 12882 RICHARD P. MARTEL LIC. No. GRAPHIC SCALE 100 0 50 100 200 ( IN FEET ) 1 inch = 100 ft. Tel. 860.291 " 8755 Fax 860.291.8757 Alkeplamm civil engineers • planners surveyors landscape architects • gis gps 165 South Satellite Road, South Windsor, Connecticut 06074 cx. UV1 1114 J. BOGLI DESIGN.. GBS DRAWN.• MHA I CHECKED: RPMIGBS ✓Oe No.: 2222 IDA TE.• 09- 06-05 DRAWING NO.: 2222 PLOT PLAN OWNER/APPLICANT: DST OUTPUT,INC. 125 ELLINGTON ROAD SOUTH WINDSOR, CT 06074 RESURVEY PREPARED FOR: SHEET DST OUTPUT 2 W IEII LUNGTON ROAD 12 0 NOTES: 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. +o"" at" s �%` 2. NORTH IS BASED ON NAD `83. o ' r !'�Z 07-'OS0 _ _1/_ Vkd6ot 'u C�ZGU2 w m 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 3. TOTAL SITE ACREAGE = 2,202,995 S.F. px.coc AREA CODE 860 / 644-2511 50.57 Ac. 4. SITE IS LOCATED IM ZONE X - AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOOD PLAIN PER COMMUNITY PANEL # )90036-0009-D REV. 2-23-01 OF THE FIRM FLOOD INSURANCE RATE MAP. CERTIFIED MAIL 5. PROPERTY N/F BRADLEY, MORGAN J. JR. HAS CERTAIN RIGHTS OF ACCESS FL, PTUED STIPV LATED III VOL. IVS, PV 33V VF THE JVVIII YVINDSVR LAND REV VROS. 6. CURVE IS NOT TANGENT. November 29, 2005 6. An as -built plan is required prior to issuance of a Certificate of Occupancy per Section 8.1.11 of the Zoning Regulations. 7. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 8. In accordance with State Statute (CGS §14-311), no building permits will be issued until the required State Traffic Commission certificate is obtained. 9. The building street number must be included on the final plan. 10. Pavement markings must be maintained in good condition throughout the site drives and parking areas. DST Output Expansion (Phase Ill) 11. All free standing signs and/or building signs require the issuance of a sign permit before MAP REFERENCES: 333 West Eleventh Street they are erected. / Suite I01 1. PROPERTY SURVEY RESURVEY PREPARED FOR DST REALTY, INC. BURNWAM STREET, Kansas City, MO 64105 12. The Town Engineer's review comments dated November 18, 2005, must be addressed to / SOUTH WINDSOR, CONNECTICUT BY DESIGN PROFESSIONALS, INC. JOB NO: 98-1115; the Town Engineer's satisfaction. / DATE 1 /2001; SCALE 1 "=100'. Dear Madam/Sir: / 2. BOUNDARY SURVEY PREPARED FOR DST REALTY, INC. ELLINGTON ROAD, 13. Parking lot landscaping calculation must be included in zoning data table. / SOUTH WINDSOR, CONNECTICUT BY DESIGN PROFESSIONALS, INC. JOB NO: 98-1115; DATE 1-4-99; Re: App1 t105-62P, DST Output Expansion (Phase III) / SCALE 1 "=40' 14. pwaiver of parking spaces is hereby granted (102 spaces for Phase 1, 43 spaces for Phase We are rteae... In nA.,:oo . , n,.,. s.., m..__:__ o -- r•-••r•^• •� •w••� jets u,at uu rialuiutK M GWning t�omrnission voted On NOVember 22, „/' 3. PROPERTY SURVEY RESURVEY PREPARED FOR DST REALTY CONNECTICUT, INC. ELLINGTON ROAD, 2005 to approve with modifications the above referenced application for a Site Plan of / SOUTH WINDSOR, CONNEC11CUT BY DESIGN PROFESSIONALS, INC. JOB NO: 98-1115; DATE 9-16-98; Development. Black and white transparent mylars of Sheets 03-6 with the above modifications, together with SCALE 1"=100'. three blueprint copies of the entire set of plans (including landscaping and architceturals) must be pp submitted to this Commission within 30 days to be stamped and signed. The letters of approval / This approval is for the modification for 43,rth CD sf addition on property located at of this Commission as well as the Inland Wetlands Agency/Conser, :,tion Commission must be 4. PROPERTY SURVEY RESURVEY PREPARED FOR DST REALTY CONNECTICUT, INC. BURNHAM STREET, Ellington Road (easterly side of Ellington road, , northerly side of Burnham Street), I-291 CD roducedonthem / SOUTH WINDSOR, CONNECTICUT BY DESIGN PROFESSIONALS, INC. JOB NO: 98-1115; DATE 10-15-1999; zone as shown on plans prepared by Design Professionals, Inc., Job 02222, and dated September y1 SCALE 1 "=50'. 9, 2005... This approval is subject to the following modifications; 1 After the mylars have been signed by the Commission, they will be returned to you for filing in / 1. Prior to commencement of any site work, a meeting must be held with Town Staff, the Office of the Town Clerk. After fling these plans, a copy of the receipt must be submitted to - -• - - -- 2. No building permit will be issued until the final mylars have been filed in the Town Clcrk's the Planning Department. office. Sincerely, LEGEND ® EXISTING IRON PIN 3. This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission, including a bond in the amount of $5,000.00 for o EXISTING MONUMENT g / y. erosion & sediment control, a bond in the amount of $10,000.00 to ensure establishment of Patrick Kennedy, Chairman TT CVIG�TIAI I• 11/•LIT l+AI C F-A > IIIYIi uun I r V" Luc aware and plantings; and including the location of the specimen beech trees on the final Planning and Zoning Commission --a- EXISTING SIGN plan. PIG/pmm / qD.> EXISTING UTILITY POLE 4. A landscape bond in the amount of $10,000.00 is required and must be submitted prior to Enclosure - - - - - EXISTING EASEMENT filing of mylars. cc: Town Engineer Chief Building Official 5. All bonds must be in one of the forms described in the enclosed Bond Policy. Assessor Superintendent or Pollution Control Fire Marshal Design Professionals, Inc. 165 South Satellite Road, South Windsor, Cf 06074 / I.P. 0Q DENIAL OF INGRESS AND EGRESS OWNER/APPLICANT. / / / �./ /� r,,�g� DST OUTPUT,INC. / / / / �•�° 6 �\ 42S.gy� 125 ELLINGTON ROAD / / / // \a5 Q1 5 �- 2 �5 SOUTH WINDSOR, CT 06074 G i P. X. PE E\ \ \ ._ / LIMIT SIGN \ \ / `�, EXISTING POND \ 50' EASEMENT FOR HIGHWAY PURPOSES \ > ��t�'l / \\ \ •'\ IN FAVOR OF THE STATE OF CONNECTICUT \ J �\G /F• \ \ \ \ EXIST. 30' \ \ _. •,._- r - / / / � � QDc , PGG \�� �AVED DRIVE \ \ "'���••• • ` • '� • So _ ......�-_.-..----" ""� / / / � � / / /4JQ � ` ' • sty .EX- -MAILB _.OX � 1 it �CHD M �11./ / 50' EASEMENT FOR HIGHWAY PURPOSES / / IN FAVOR OF THE STATE OF CONNECTICUT / TITLE EXCEPTION SCHEDULE B SECTION 2 ITEM #13 / CHD MOM. �( / EX. LBOX BROIKEN IviON �'- Tom 01Pslaul 7d1;� m 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. OeO74 SOR cOy�ti AREA CODE 860 / 6442511 OTC4, November 2, 2002 e7n0')0A6()0nnlo7aaa��� Design Professionals, Inc. l I \ 8 Attn: Galen Semprebon MARK 165 South Satellite Road South Windsor, CT 06074 RE: Appl. #05-62P - DST Output - 125 Ellington Road,1-291 Corridor Development zone Dear Mr. Semprebon: At the October 19, 2005 regular meeting, the Inland Wetlands Agency/Conservation Commission approved application #05-62P - DST Output -12 Ellington Road _ iWA!CC application for a modification to an existing permit to expand parking facilities on property located at 125 Ellington Road,1-291 Corridor zone. This approval is subject to the following conditions: I. 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 r,ermit is valid for five veers and shaii exnire 0n 7ctoher 19 2010- Tt is tht, landowiter(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 the site. 5. A contact person shall be identified on the plans. 6. Beech trees to be located and mapped on the plans. 7. Installation of plantings in the Swale to be supervised by the consulting Environmental Scientist and should not be planted until weather permitting 8. East of the existing detention basin should be mowed only once every two years. 9. We recommend a bond in the amount of $5,000 be submitted to the Planning & Zoning Commission to ensure compliance with the Erosion and Sedimentation Control Measures. 10. We recommend a bond in the amount of S10,000 be submitted to the Pl?nning & Zoning Commission to ensure establishment of the swale and plantings. Very truly yours, INLAND WETLANDS AGENCY/ CONSERVATION COMMISSION E 'zabeth A. Warren, Chairperson Chief Building Official jj 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL PRIG 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 CONSTRI "� TION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATUREJ OF THE PROFESSIONAL ENGINEER/SURVEYOR. REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" HORIZON AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. AND CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 12882 RICHARD P. MARTEL LTC. No. GRAPHIC SCALE 40 0 20 40 80 Tel. 860.291 • 8755 Fax 860.291 • 8757 n Lnr)rLOIr �� RESURVEY PREPARED FOR: J- (Yj L ��� ^�M��� ���p13 b V ��®� ���� SOUTH H WUNDSOR CONMCnCUT i� SHEET 3 12 ( IN F ?,T i inch = 40 ft.0 2 12-8-05 PER TOWN COMMENTS GBS DESIGN.' GgS DRAWN.• MHA CHECKED.• RPM/GBS civil engineers •planners SurV@)TOGS landscape architects • gis • gps 1 E>5 South Satellite Road, South Windsor, Connecticut 06074 t 11/28/OS PER TOWN COMMENTS GBS JOB NO.: 2222 DATE.• 09-06-05 NO. DATE DESCRtPT10N $Y DRAWING NO.: 2222 PLOT PLAN LEGEND 0 EXISTING IRON PIN o EXISTING MONUMENT AIX EXISTING LIGHT POLE --o-- EXISTING SIGN Mz, EXISTING UTILITY POLE ---- EXISTING EASEMENT NOTES: 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. 2. NORTH IS BASED ON NAD '83. 3. TOTAL SITE ACREAGE = 2,202,995 S.F. 50.57 Ac. 4. SITE IS LOCATED IN ZONE X - AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOOD PLAIN PER COMMUNITY PANEL AnaMiR_nDr1a-n REV, 2-23-01 OF THE FIPM FLnnn INSIIRANI±F RATF MAP, 5. PROPERTY N/F BRADLEY, MORGAN J. JR. HAS CERTAIN RIGHTS OF ACCESS FURTHER STIPULATED IN VOL. 105, PG 336 OF THE SOUTH WINDSOR LAND RECORDS. 6. CURVE IS NOT TANGENT. MAP REFERENCES: 1. PROPERTY SURVEY RESURVEY PREPARED FOR DST REALTY, INC. BURNHAM STREET, SOUTH WINDSOR, CONNECTICUT BY DESIGN PROFESSIONALS, INC. JOB NO: 98-1115; DATE 1/2001; SCALE 1"=100'. 2. BOUNDARY SURVEY PREPARED FOR DST REALTY, INC. ELLINGTON ROAD, SOUTH WINDSOR, CONNECTICUT BY DESIGN PROFESSIONALS, INC. JOB NO: 98-1115; DATE 1-4-99; SCALE 1"=40' 3. PROPERTY SURVEY RESURVEY PREPARED FOR DST REALTY CONNECTICUT, INC. ELLINGTON ROAD, SOUTH WINDSOR, CONNECTICUT BY DESIGN PROFESSIONALS, INC. JOB NO: 98-1115; DATE 9-16-98; SCALE 1 "=100'. 4. PROPERTY SURVEY RESURVEY PREPARED FOR DST REALTY CONNECTICUT, INC. BURNHAM STREET, SOUTH WINDSOR, CONNECTICUT BY DESIGN PROFESSIONALS, INC. JOB NO: 98-1115; DATE 10-15-1999; SCALE 1"=50'. A=12'13'14" R=1366.35' L=291.63' T=146.37' CH=291.07' CH BEARING = S41'42'11 "w (SEE NOTE 6) A=01'54'05" R=1366.35- L=45.34' T=22.67' A=04'37'55" R=1366.35' L=110.46' T=55.26' I / / EX. I.P. (0,12' SOUTH & 0.39' EAST 40 OF CORNER) / EX. DQrT MON. A-' 8 EX. /POT MON. 1'/ 7- / / L } EX. CHID MO / EX. 18 MAPLE L_- EX. PETRO PIPE SIPN EX. CHD MON. _ } 14D EX. IRON F� E 24" MAPLE - / / (0.42' SOUTH INSTALL HANDICAP SIGN - r AND PAVEMENT MARKING OF CORNER) / (PHASE II) NG HANDICAP SIGN--, (TYP.) EX. PET1RO PIPE SIGN/ EX. MAILBOX o // / A=0500 R= 57 2. / L=50 .6 / T= 2 2. g /EX. JUNCTI N RTE. 5 SIG / / / EX. 8EVERGREEN /EX. 24 MAPLE � EX. 24" PLEJ / EX. 24" MAPLE EXIST. JOGGING PATH a / TRANSFORMER PAD'S EX. RAILROAD ; / CROSSING SIGN / EXIST. NERATOR BIL 1„ I.Q C0 OWNERZAPPLICANT: DST OUTPUT,INC. 125 ELLINGTON ROAD SOUTH WINDSOR, CT 06074 x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE 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 SIGNATURF OF THE PROFESSIONAL ENGINEER/SURVEI',, REVISIONS 2 12/08/05 PER TOWN COMMENTS GBS 1 11/28/05 PER TOWN COMMENTS GBS NO. DATE DESCRIPTION j BY EX. MON 33' �_ LP /V DN � i TOW: 63 3 FF: 62.3 AD t� tL - � t CONCRETE r- _-_-_ ---------'-� 1. P.- �`' 31170' EX. 2" PIPE THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. AND CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 12882 RICHARD P. MARTEL LIC. No. S82'29,g4'�W (0.81' WEST & ' t GRAVEL }t 0.12' SOUTH t Iv OF CORNER) t } MEYER GAGE COMPANY, INC. t t t t t � t GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) I inch = 40 ft, _jr, 11 =.i1:3AjjL1!j'1j1j L_- " t L_- -A t- Tel. 860.291 • 8755 Fax 860.291 • 8757 civil engineers • planners • surveyors landscape architects • gis • gps 165 South Satellite Road, South Windsor, Connecticut 06074 4�.ISTING HANDICAP SIGN (TYP.) - 39 .71' EXISTING BUILDING FF= 6 2.83 PLOT PLAN DESIGN: GBS DRAWN.• MHA CHECKED. • R Boa No.: 2222 DA TE: 09-06-05 DRAWING NO.: 2222 PLOT PLAN a 20' EX. M. S. PROP. CONC. / URB. (TYP.) / -A REMOVE U , SAWCUT D - OF PAVEMEN JOIN-T-- _---A L "- -A r-- _^J 105 L.F. 6" PVC S=0.5% REMOVE EXIST. WALL REMOVE EXIST. CONC. RAMP EX. DELIVERY SIGN (TYP.) REMOVE EXIST. RAMP. INSTALL 5 BAY LOADING - DOCK. 60 L.F. TRENCH DRAIN TOP DRAIN ELEV, 58.83 INV. OUT PROP. CONC. PAD 216.71' 1 � �55.24 (N ' OTALL TRAP ~- _T .i EX. LOADING }t DOCK t ONC. POST EX., RAMP - 0 a bD +� _ PLIMP TER - -EX. CONCRETE PAVEMENT i l EX. LOADING t DOCK t EX. AIR HANDL NG CONC. PAD }� SYSTEM y �EX.CONC. t PAD t t } tBIT DR1y' �25'--t t} t} t rn C3� I O I 3 �t 5 f v� 01 MARK zl RESURVEY PREPARED FOR: DST OUTPUT n2.5 ]E LILUNGTON ROAD SHEET 4 12 000E— REm6VE' EX. LIGHT POLE � / 7 E ST. GUIDE RAL- / / EXIST. R TAINING WALL--� VINGWALL REMOIiED ``/ J L� o _ ` � J +: Q t t t t i 55.24 (N W 5" LL TRAP OOD f f � I j 1 i 1 1 a INSTALL TRAP HOOD fI � 'l 1 1 fX. CONCRETE AVEMENT ` ,INSTALL TRAP HOOD J IPAD I I I6IT DOE I I I I i I I I I 1 i I I II 1 kn v P o, EX. MEADOW REMOVE CURB, SAWCUT EDGE OF PAVEMENT, SEAL JOINT INSTALL CONC. CURB (TYP.) XIST. JOGGING PATH PROPOSED JOGGING PATH N�7•�g, [U•O� I I I I I 1 I I I I I I I ,I .` c) 1 x 116.— 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE { INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. li 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. REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES — "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. AND CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 12882 RICHARD P. MARTEL LIC. No. hh 2 12/08/OS PER TOWN COMMENTS GBS 1 11/28/05 PER TOWN COMMENTS GBS NO. DATE DESCRIPTION BY N7,534.78� J I I 36" BEECH TREE �o O 04 (p Vi I r O � � 18" BEECH N TREE I.P. 1.78' EAST OF / PROPERTY LINE IV 18" BEECH TREE ! (D Q) 1 7" BEECH TREE I N/F Kl:NN ETH F. CORNEAU 00n lC V) CO f O 21" BEECH rn TREE 15" BEECH � TREE 8" BEECH j I.P. 1.26' WEST TREE f OF PROPERTY LINE EXISTING JOGGING PATH---_____, I 1 /2" REBAR 24" BEECH / TREE 18" BEECH TREE 24" BEECH TREE 6" BEECH TREE 24" BEECH LEGEND TREE 24" BEECH O EXISTING IRON PIN TREE I El EXISTING MONUMENT EXISTING LIGHT POLE --v— EXISTING SIGN � EXISTING UTILITY POLE — EXISTING EASEMENT 24" BEECH 12" BEECH j TREE TREE 1 NOTES: 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. 2. NORTH IS BASED ON NAD '83. I � Q 3. TOTAL SITE ACREAGE = 2,20_,995 S.F. 50.57 Ac. O 4. SITE IS LOCATED IN ZONE X — AREAS DETERMINED TO BE OUTSIDE 500—YEAR FLOOD PLAIN PER f k COMMUNITY PANEL #090036-0009—D REV. 2-23-01 OF THE FIRM FLOOD INSURANCE RATE MAP. 1 5. PROPERTY N/F BRADLEY, MORGAN J. JR. HAS CERTAIN RIGHTS OF ACCESS ' FURTHER STIPULATED IN VOL. 105, PG 336 OF THE SOUTH WINDSOR LAND RECORDS. N/F 6. CURVE IS NOT TANGENT. 15" BEECH I DOMINIC A. & MARGARET J. TREE j MAULUCCI u� O MAP REFERENCES: 6" BEECHD ��' %v SOUTH WINDSOR. RCON ECTICU BY DESIGN VEY RESURVEY DPROFESSIONALS, FOR DST T INC. JOB UNO: H98 11AM R5ET, TREE �' Op DATE 1/2001; SCALE 1"=100'. 2. BOUNDARY SURVEY PREPARED FOR DST REALTY, INC. ELLINGTON ROAD, SOUTH WINDSOR, CONNECTICUT BY DESIGN PROFESSIONALS, INC. JOB NO: 98-1115; DATE 1-4-99; SCALE 1"=40' f� 3. PROPERTY SURVEY RESURVEY PREPARED FOR DST REALTY CONNECTICUT, INC. ELLINGTON ROAD, SOUTH WINDSOR, CONNECTICUT BY DESIGN PROFESSIONALS, INC. JOB NO: 98-1115; DATE 9-16-98; OWNER JAPPLICANT: SCALE 1"=100'. DST OUTPUT,INC. 4. PROPERTY SURVEY RESURVEY PREPARED FOR DST REALTY CONNECTICUT, INC. BURNHAM STREET, 125 ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT BY DESIGN PROFESSIONALS, INC. JOB NO: 98-1115; DATE 10-15-1999; SOUTH WINDSOR, CT 06074 SCALE 1"=50'. GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. Tel. 860.291 •8755 RESURVEY PREPARED FOR: Fax 860.291 •8757 PC6%# U trU= 9qM d)S'T ®L711rl'UT civil engineers • planners surveyors landscape architects • gis • gps 165 South Satellite Read, South Windsor, Connecticut 06074 DESIGN.• GBS I ORAWN.• MHA I CHECKED.• R, JOB NO.: 2222 1DA TE.• 09-06-05 DRAWING NO.: 2222 PLOT PLAN COMM slS !i UC lV 1L SHEET 12, TREE CONCRETE PI.P. it III I -STI TREE GRAVEL NER) 1 I i 1 P1 r n n t > I 216.71, all t I PROP. CON . PAD 6YIP.) I t It jl ON P 1 II i 1 11 I II 1 � I' II / � EXIST. JOGGING PATH i ) i I PROPOSED ADDITION i I � i 20 UTILITY EASEMENT IN FAVOR OF 43,316± S.F. t I H.Q.F. LAPARTNERSHIP, SSOCIIAS LIMITED I I N 1 I FF:62.83 DST REALTY CO NNECTICUT, & WINDSOR OD 01 1 t I I 1 � I 11 I 25' LIGHT POLE ) (TYP.) 20' S.Y. - _�__---•� ' 1 I I 16• � I � 150.0-�-0 1y S86-29'53"W I 1 � I.P. 0.50' WEST & 1 Zd t II it N CONCRETE tl IIIII _ — — — 0.30' NORTH OF CORNER LOADING DOCK j 1 / _— \ THERESA B COUGHLIN l � -T l / ' t / I 1 20' WIDE EXISTING I 1 ` GRAVEL DRIVE BITUMINOUS rh \ CONCRETE fi^r I NCN d 91 III I I can -- NO CURB— I I I � � ► I I 1 � EXIST. JOGGING PATH / r ----------------- EXISTING o _-J BUILDING— / 50' F.Y. — — I.P. 0,16' SOUTH SIGN .,�. OF PROPERTY CORNER TOWN LINE SOUTH WlNOSO�ORD RIGHT TURN ONLY -- EX. 2" IRON PIPE 1g5.70' EAST HAR 3"W PROPOSED SIGN BOLLARDS NO LEFT TURN / / .rt _ — — . — —.-" —_(SEE DETAIL) / 800 3 _— __ ---- —^—~--------`------M— a — — - -- + IZD T EE HA BUR - STREET SIGN MAP REFERENCES: 1. PROPERTY SURVEY RESURVEY PREPARED FOR DST REALTY, INC. BURNHAM STREET, SOUTH WINDSOR, CONNECTICUT BY DESIGN PROFESSIONALS, INC. JOB NO: 98-1115; DATE 1/2001; SCALE 1"=100'. 2. BOUNDARY SURVEY PREPARED FOR DST REALTY, INC. ELLINGTON ROAD, SOUTH WINDSOR, CONNECTICUT BY DESIGN PROFESSIONALS, INC. JOB NO: 98-1115; DATE 1-4-99; SCALE 1"=40' 3. PROPERTY SURVEY RESURVEY PREPARED FOR DST REALTY CONNECTICUT, INC. ELLINGTON ROAD, SOUTH WINDSOR, CONNECTICUT BY DESIGN PROFESSIONALS, INC. JOB NO: 98-1115; DATE 9-16-98; SCALE 1 "=100'. 4. PROPERTY SURVEY RESURVEY PREPARED FOR DST REALTY CONNECTICUT, INC. BURNHAM STREET, SOUTH WINDSOR, CONNECTICUT BY DESIGN PROFESSIONALS, INC. JOB NO: 98-1115; DATE 10-15-1999; SCALE 1 "=50'. Tmo LEGEND NOTES: 0 EXISTING IRON PIN 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. o EXISTING MONUMENT 3 EXISTING LIGHT POLE 2. NORTH IS BASED ON NAD `83. —v— EXISTING SIGN 3. TOTAL SITE ACREAGE = 2,202,995 S.F. CKL EXISTING UTILITY POLE 50.57 Ac. ----- EXISTING EASEMENT 4. SITE IS LOCATED IN ZONE X - AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOOD PLAIN PER COMMUNITY PANEL #090036-0009-D REV. 2-23 01 OF THE FIRM FLOOD INSURANCE RATE MAP. 5. PROPERTY N/F BRADLEY, MORGAN J. JR. HAS CERTAIN RIGHTS OF ACCESS FURTHER STIPULATED IN VOL. 105, PG 336 OF THE SOUTH WINDSOR LAND RECORDS. 6. CURVE IS NOT TANGENT. n x 111111m.- 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE 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. REVISIONS 2 12/08/05 PER TOWN COMMENTS GBS 1 11/28/05 PER TOWN COMMENTS GBS NO. DATE DESCRIPTION BY THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES — "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT' AS ENDORSED BY THE CONNECTCUT ASSOCIATION OF LAND SURVEYORS, INC. AND CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. RICHARD P. MARTEL 12882 LIC. No. Tel. 860.291 • 8755 GRAPHIC SCALE Fux 860.291.8757 40 0 20 40 so ( � IN FEET) civil engineers • planners . surveyors 1 inch = 40 it. landscape architects • gis • gps 165 South Satellite Road, South Windsor, Connecticut 06074 mmm�a.. xm»® STOP SIGN 11 PLOT PLANT DESIGN: GBS I DRAWN.• MHA I CHECKED: R JOB NO.: 2222 1 DA TE.• 09-06-05 DRAWING NO.: 2222 PLOT PLAN O1PNER/APPLICANT: DST OUTPUT,INC. 125 ELLINGTON ROAD SOUTH WINDSOR, CT 06074 RESURVEY PREPARED FOR: DST OUTPUT I.P. 2.82' NOR 0.16' WEST OF SHEET rz b 0 NOTES: 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. 2. NORTH IS BASED ON NAD '83. 3. TOTAL SITE ACREAGE = 2,202,995 S.F. 50.57 Ac. 4. SITE IS LOCATED IN ZONE X - AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOOD PLAIN PER COMMUNITY PANEL #090036-0009-D REV. 2-23-01 OF THE FIRM FLOOD INSURANCE RATE MAP. 5. PROPERTY N/F BRADLEY, MORGAN J. JR. HAS CERTAIN RIGHTS OF ACCESS FURTHER STIPULATED IN VOL. 105, PG 336 OF THE SOUTH WINDSOR LAND RECORDS. 6. CURVE IS NOT TANGENT. / / / / / - - REGULATED AREA INLAND WETLANDS MAP REFERENCES: - SOILS 1. PROPERTY SURVEY RESURVEY PREPARED FOR DST REALTY, INC. BURNHAM STREET, SOUTH WINDSOR, CONNED?ICUT BY DESIGN PROFESSIONALS, INC. JOB NO: 98-1115; DATE 1/2001; SCALE 1"=100'. 2. BOUNDARY SURVEY PREPARED FOR DST REALTY, INC. ELLINGTON ROAD, SOUTH WINDSOR, CONNECTICUT BY DESIGN PROFESSIONALS, INC. JOB NO: 98-1115; DATE 1-4-99; SCALE 1 "=40' 3. PROPERTY SURVEY RESURVEY PREPARED FOR DST REALTY CONNECTICUT, INC. ELLINGTON ROAD, SOUTH WINDSOR, CONNECTICUT BY DESIGN PROFESSIONALS, INC. JOB NO: 98-1115; DATE 9-16-98; SCALE 1 "=100'. 4. PROPERTY SURVEY RESURVEY PREPARED FOR DST REALTY CONNECTICUT, INC. BURNHAM STREET, SOU iH WINDSOR, CONNECTICUT BY DESIGN PROFESSIONALS, INC. JOB NO: 98-1115; DATE 10-15-1999; SCALE 1 "=50'.51 // 1-1 / C,`ao / /°-•�17�� � r v i c'• _- l n° % e n n r n i n n n n 41P 4- 75 LF 18" ADS S=0.5% I.. �O� Y �P EXISTING 48' 53.0 DENIAL OF INGRESS AND EGRESS / SW No. 226 x 5 - X 58.8`�P 53.41---C 362 '` X 53.24 SNET No. 2266S / ECB �/ ti GC,F.� - _ / / TF:�9.4�-,./ P �X 53.22 --' - _- -_ �59.71 �_,` _ __- __ N F � / _ _ _ _ ; _ ` _ STATE OF CONNECTICUT 5 4�. 1 N . 54. 4 / : ' - _ I ' --__ _ _ , _ _ _ =` - '�.�c-6011 _ I.P. P . 01 _ 0.01�SNET N 226P. ��TF:532 1 C.H. CONC. FE EDGE OF p(2NO _ _ '1� ' ���• 18.079 ' 9 OWNER/APPLICANT: / / / INS/: �55.36 / X. PE� \ I; \ W�CUTOFF WALL _' 48g7� \`�, '�_ DST OUTPUT,INC. / / / / / LIMIT GN \ \/ x�4s.25 �yC_ \ , x so 77- 125 ELLINGTON ROAD / / / �\ \ INV: 55.30 \ \ _ eO 20 S. Y. \� \ \ X51.4� X5T..4 SOUTH WINDSOR, CT 06074 / / / / / \, \'�\ ;� A v;•�. v GCB�o�\ \ x 59is., ,'\ EXISTING POND \\\ \ \\\ TF: 57.64/ FL: 5a.89 k-�'53 4 (S) /i / \\� \ \ ,\ \ 50 EASEMENT FOR HIGHWAY PURPOSES \ x 51.18 \ \ \ \ \ \ X 5 17 \ / / FL-54.80 (E)SNET 0. 2265 �P� ' • \ \ IN FAVOR OF THE STATE OF CONNECTICUT x 59.20 / \ I Q \48.97 ' I EXIST. 30' \ 8\. AVED DRIVE \ ` 83 I I \0_ 60.0\� 49.27 X 151.�0 1 ��F,� • • \ �� / ` \ -'S2 • I I \\ r\ -SNET Np. 226 5 � �� � I � I I, I � I \ \ \\ '57 l �X 4901 \\'�a /49.�3 / l / • X 58.45 l I / EXIST. TREEL/ / 50' EASEMENT FOR HIGHWAY PURPOSES _..,cam -MAT-LB0X/ / / _ X 591 1 I '/ � � n,_ i ��'' i,f,<I . i / I _ -- _ 35' / / ,N F% OR�O� fiHE ST7�TE E?F-OF CUT TITLE EXC�PTION SCHEDULE B _ 5f8i85SECTION 2 ITEM #13 / EX. CI3 \ / de�_STONE SEDIMENT;' \\���9.13 -) BARRIER x 58.67 \��,�� ��;� i49.¢4 �/X54,16 A 61 X. ILBO_I I\a.1 X_ / 27 LEGEND 0 EXISTING IRON PIN o EXISTING MONUMENT co� EXISTING UTILITY POLE _ =9�= = EXISTING CATCH BASIN AND PIPE PROPOSED CATCH BASIN AND PIPE PROPOSED STORM MANHOLE _ = EXISTING SANITARY MANHOLE AND PIPE EXISTING WATER MAIN AND HYDRANT -R.L- ROOF LEADER - S - SANITARY LATERAL - W - WATER LATERAL - F -FOUNDATION DRAIN --SO--- EXISTING CONTOUR -[BE]- PROPOSED CONTOUR x6t.95 EXISTING SPOT GRADE PROPOSED SPOT GRADE 4- SURFACE DRAINAGE FLOW DIRECTION EXISTING TREELINE ^ w" PROPOSED TREELINE - - - EXISTING EASEMENT BOUNDARY • 100 YEAR FLOODPLAIN BOUNDARY X 5A67 /1 1, - _ -/ X59,09 X54,51 X54.g - _ PROVIDE Q x 56.aa / ) PAVED LEAKOFF x 58.87 � � � / 66.52� / , �( (APPROX. 5'X10') \ 2 x58M 3• / // 1, 54,8 STABI E WITH �0 c , . l �, F: 58. 3 i % / ., .<54.4 x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE 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 Pi,,jR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. REVISIONS 2 12/08/05 PER TOWN COMMENTS GBS 1 11/28/05 PER TOWN COMMENTS GBS NO. DATE DESCRIPTION BY THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. AND CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. RICHARD P. MARTEL 12882 LIC. No. GRAPHIC SCALE 40 0 20 40 80 IN FEET ) 1 inch = 40 ft. Tel. 860.291 • 8755 Fax 860.291.8757 A IT 77r.�IjLuAj J9 civil engineers • planners surveyo; 3 landscape architects • gis • gps 165 South Satellite Road, South Windsor, Connecticut 06074 TOPOO G�AF'HIC PLAN DESIGN. GBS I DRAWN: MHA CHECKED: RPM, JOB NO.: 2222 DATE. 09-06-05 DRAWING NO.: 2222 PLOT PLAN \ \ 7(9 36. CHID MON. C-) CD I/ 11 � ; EXISTjNO DRAIN DI TcN r `� I . P . II - II I I I � RESURVEY PREPARED FOR: DST OUTPUT Of� 11I N 11-010M03160 CCPNN ECCTHC UT SHEET LEGEND ® EXISTING IRON PIN o EXISTING MONUMENT EXISTING UTILITY POLE EXISTING CATCH BASIN AND PIPE �!= PROPOSED CATCH BASIN AND PIPE PROPOSED STORM MANHOLE _ = EXISTING SANITARY MANHOLE AND PIPE EXISTING WATER MAIN AND HYDRANT -R.L- ROOF LEADER - S - SANITARY LATERAL - W - WATER LATERAL - P -FOUNDATION DRAIN -80-- EXISTING CONTOUR -{�- PROPOSED CONTOUR x6L95 EXISTING SPOT GRADE rx-6L9-51 PROPOSED SPOT GRADE SURFACE DRAINAGE FLOW DIRECTION EXISTING TREELINE PROPOSED TREELINE - - - EXISTING EASEMENT BOUNDARY 100 YEAR FLOODPLAIN BOUNDARY - - REGULATED AREA INLAND WETLANDS -• SOILS NOTES: 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. 2. NORTH IS BASED ON NAD `83. 3. TOTAL SITE ACREAGE = 2,202,995 S.F. 50.57 Ac. 4. SITE IS LOCATED IN ZONE X - AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOOD PLAIN PER COMMUNITY PANEL #090036-0009-D REV. 2-23-01 OF THE FIRM FLOOD INSURANCE RATE MAP. 5. PROPERTY N/F BRADLEY, MORGAN J. JR. HAS CERTAIN RIGHTS OF ACCESS FURTHER STIPULATED IN VOL. 105, PG 336 OF THE SOUTH WINDSOR LAND RECORDS. 6. CURVE IS NOT TANGENT. MAP REFERENCES: 1. PROPERTY SURVEY RESURVEY PREPARED FOR DST REALTY, INC. BURNHAM STREET, SOUTH WINDSOR, CONNECTICUT BY DESIGN PROFESSIONALS, INC. JOB NO: 98-1115; DATE 1/2001; SCALE 1"=100'. 2. BOUNDARY SURVEY PREPARED FOR DST REALTY, INC. ELLINGTON ROAD, SOUTH WINDSOR, CONNECTICUT BY DESIGN PROFESSIONALS, INC. JOB NO: 98-1115; DATE 1-4-99; SCALE 1 "=40' 3. PROPERTY SURVEY RESURVEY PREPARED FOI; DST REALTY CONNECTICUT, INC. ELLINGTON ROAD, SOUTH WINDSOR, CONNECTICUT BY DESIGN PROFESSIONALS, INC. JOB NO: 98-1115; DATE 9-16-98; SCALE 1 "=100'. 4. PROPERTY SURVEY RESURVEY PREPARED FOR DST REALTY CONNECTICUT, INC. BURNHAM STREET, SOUTH WINDSOR, CONNECTICUT BY DESIGN PROFESSIONALS, INC. JOB NO: 98-1115; DATE 10-15-1999; SCALE 1 "=50'. 0=04'37'55" /- R=1366.35' / / / �SNET No. 2262 L=110.46 ----! EX. I-R,�0.12' SOUTH & 0. T=55.26 C�' WELL i y- 5 0, CORNER) e a=12'13' 14" R=1366.35' L=291.63' T=146.37' CH=291.07' CH BEARING = S41'42'11"w (SEE NOTE 6) A=01'54'05" R=1366.35' L=45.34' T=22.67' EX. PETRO PIPE SIPN / EX. PETRO PIPE SIGN/ i I/ I / EX. MAILBOXo// / t / / t / / tl/ / / Ar-05'0 R=57 / L=50 .6 J T= 2 2. / !EX. JUNCT16IN RITE. 5 SIG �0V i / /�EX. RAILROAD �. CROSSING J / SIGN U � O OWNER f APPLICANT: DST OUTPUT,INC. 125 ELLINGTON ROAD SOUTH WINDSOR, Cf 06074 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE 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. REVISIONS 2 12/08/05 PER TOWN COMMENTS GBS 1 11/28/05 PER TOWN COMMENTS GBS NO. DATE DESCRIPTION BY THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-30015-1 THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. AND CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. RICHARD P. MARTEL 12882 LIC. No. GRAPHIC SCALE 40 0 20 40 80 IN FEET 1 inch = 40 ft. Tel. 860.291 • 8755 Fax 860.291.8757 e411 _ �1 IJ�J,�i��J�/J�1 civil engineers . planners surveyors landscape architects • gis • gps 165 South Satellite Road, South Windsor, Connecticut 06074 'Topcalapao� pLa� DESIGN: GBS DRAWN.• MHA I CHECKED: RPM, JOB NO.: 2222 IDATE.• 09-06-05 DRAWNG NO.: 2222 TOPOGRAPHIC RESURVEY PREPARED FOR: DST OUTPUT X5%% i /V LING WA REMOVE. _ 4-5-8-53 IN*:•54.99 j ` I V�TF: 5 8.3 4 INV:54.69 I F: 8.54 I NV-V- 54. 49 �i INV 55.24 1 INgTALL THE 9, \ ADIN� II 11 OCK � I�-ONC. POST 0,07 61AR01 _ d 1 9,98 1 11 60,42 1 0.97 EX. DUMP TER _A.�-EX. CONCF t FAVEMENyT PAD I 1 EX LOADING 1 11 DOCK � 59,9 A U ,- 5-9.71X `�I lMl �G IM CONC. I PAD I IgIT C I� 25 I I I I I I I *NT Q�, DI 7 v' 9 q 0 ZI -PROP• CON SHEET X 5&67 / I X54.51 X54,9 \ X59.09 --_ X WAG / \ c F: 58. 3 / �r-� // \ \'1 54.8 X54,4 INV: 5 0 f `� / 0,08 • / TF: 5 /23 I / .' Sao.. ` ♦ �,: INV: 4.88 Xm" �� Q. f �� / I'/ /- .REMOVE � 'EEC.• 60,74 S6 87 LIGHT POLE ' 6 5 7>bjQ�64 60,4 4 ,0 �XM.57 55 7 xsass J 60,47 0 I 6�p.030.11 I I 59.0 TF: l 59.13 // _ I (,X55,53ft60. r / r I INV• 54.30 . � /� 35 �� 59.29 / �� ,' 55.56 : X 59.62 59.21 .� ! 1 ' •11 l / / c� �� I X5 1 - / _G 7 Pzl/ / I X5627\ / / `� / ? d /�/ TF: 59.14 �` // ¢ / ( s / // INV: 56.42 N r� _ O/ p EXIST. T. GUIDE RA'. L / I/�� 2a i N/ �R TAINING WALL;-1 - /• r / l I 1 10 6. Cb RE AlNING WALL / u, l T / lL- / xT0 Bf/ REMOliEO J I �% �' ' , /^ / . / Sis , / I V 4 , �.. . r I/ . // / A- / i y'jao.44 \ { - '..` TF' 58.60 59.62 �- 59 X _ / �/ / � _INV: 55.48 o -1 z94 -•58.53 TF: 60 26- 59, 3 //; F�: 58.67 �/ E; INV: 54.21 � 61.1 \Y: 54.99 i 59.(, . 08-1Rk: 55.82 I I 59.96 I I 9.24Li °Fs�?y° 6.5 X�'9,35 60, ,8& X59.79 X59.24 TF: 58.34 1 INV:54.69 1 PROP \\ F\ 8.54 �554.49 D STRUCTURE TF INV- 58.16 '&D' „1 NV. 54.17 �W INV 55.24 (N 6") INSTALL TRAPII OOD IIII II POST I jll 1 I I I .07 III I I,`II I TF:58.79 59.98 I; INV: 55.441 II INSTALL CRAP HOOD I1� I I �II � .�-Ex. coNcl-:,_ rE I,II TF: 59.26 PAVEMENT INV IN(12"):55.96 1 IINV OUT:55.76 \ , AtIN STALL TRAP _HOOD _ I _ NG 1{t 1 L9.9 1..ZI - I P CONIC.I PAD IBIT DROE I I ; 1 I � � I I I I I I I ' II n x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE 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 1116- OF THE PROFESSIONAL ENGINEER/SURVEYOR. 1\L1V1\.'VL liVl\U, )m VV%,V I EDGE OF PAVEMENT, SEAL JOINT EX. MEADOW REVISIONS PROVIDE PAVED LEAKOFF X 58.87 11 (APPROX. 5'X10') II I STABIU,7E, WITH II U E.63ON 6' GRAVEL BA II AND NON --WOVEN II FILTER FABRIC -- s- II TO TOE OF SLOPE 4.54 X53.9 'S6` 36" BEECH TREE �o 57.6 5 S���F N . INV. 55.20 'S6-X54 ) 57.0 - I CO � I r >: <55.60 RELOCATE EXISTING CULVERT '12" GALLERY UNITS) 18" BEECH��� .78 I I I cry O cp rn TREE I I I.P. 1.78' EAST OF j PROPERTY LINE 1 1 1 I I 1 18" BEECH i l TREE JC. CURB (TYP.) 7" BEE/CH TREE ;GING PATH 1 I I I I I N/F KENNETH F. CORNEAU /. P. / I I r 11 I I I I I !� I I I I 0 4')am 00 N O I 21 " BEECH + I I r I N H / TREE I I I 1 1 1 I 15" BEECH � TREE I ! I i j + ! I I III it I / ' I I I I I I 8" BEECH I 1 + I I.P. 1.26' WEST / TREE I i I i t i OF PROPERTY LINE / I � I I I � EXISTING JOGGING PATH_ I I I I I I I i 1 I I I I I I I I I I I II I \ 1 /2" REBAR 24" BEECH TREE I r I I r I I III I n 18" BEECH q TREE 1 i I II r I I I I I ! ! I I I 11 I j II I. P. 24" BEECH TREE 11 1 I I I I 6"� BEIf1 ECHTREE 24" BEECH I I 1 1 EX. SMH TREE ' r! TF:61.56 24 BEECH I I INV: 4�9 9 TREE 11 I S �' i-- C.O. I I r I I I I SANITARY �-ATER?t- - - I + 24" BEECH 12" BEECH TREE TREE r l II 2 12/08/05 PER TOWN COMMENTS CBS 1 11/28/05 PER TOWN COMMENTS CBS NO. DATE DESCRIPTION BY f l I � o ! f CO U' rl I I I I I I I I I I i I I / 15" BEECH II I i i i N F II / I I � I III 3 DOMINIC MAULUCCRGARET J. TREE IIIn O I zo \ 6" BEEC I I I I I I r\ N / TREE I THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. AND CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. RICHARD P. MARTEL 12882 LIC. No. GRAPHIC SCALE 40 0 20 40 80 IN FEET ) 1 inch = 40 ft. Tel. 860.291 • 8755 Fax 860.291 • 8757 - � �o f J �-J�JJJ�i� civil engineers • planners surveyors landscape architects • gis gps 165 South Satellite Road, South Windsor, Connecticut 06074 LEGEND 0 EXISTING IRON PIN o EXISTING MONUMENT EXISTING UTILITY POLE EXISTING CATCH B " "IN AND PIPE PROPOSED CATCH BASIN AND PIPE PROPOSED STORM MANHOLE _s = EXISTING SANITARY MANHOLE AND PIPE EXISTING WATER MAIN AND HYDRANT -R.L.- ROOF LEADER - S - SANITARY LATERAL - W - WATER LATERAL - F - FOUNDATION DRAIN --GO - EXISTING CONTOUR -®- PROPOSED CONTOUR x6L95 EXISTING SPOT GRADE I' L PROPOSED SPOT GRADE SURFACE DRAINAGE FLOW DIRECTION EXISTING TREELINE �^^ PROPOSED TREELINE - - - EXISTING EASEMENT BOUNDARY - 100 YEAR FLOODPLAIN BOUNDARY -• - •••� REGULATED AREA INLAND WETLANDS - -� SOILS NOTES: 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. 2. NORTH IS BASED ON NAD '83. 3. TOTAL SITE ACREAGE = 2,202,995 S.F. 50.57 Ac. 4. SITE IS LOCATED IN ZONE X - AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOOD PLAIN PER COMMUNITY PANEL #090036-0009-D REV. 2-23-01 OF THE FIRM FLOOD INSURANCE RATE MAP. 5. PROPERTY N/F BRADLEY, MORGAN J. JR. HAS CERTAIN RIGHTS OF ACCESS FI IPTI-IEP CTIPIr11 ATEn im wrm 10r, PG 336 nP TWP C I ITH W N1nCnR I ANn RECnRnS, 6. CURVE IS NOT TANGENT. MAP REFERENCES: 1. PROPERTY SURVEY RESURVEY PREPARED FOR DST REALTY, INC. BURNHAM STREET, SOUTH WINDSOR, CONNECTICUT BY DESIGN PROFESSIONALS, INC. JOB NO: 98-1115; DATE 1/2001; SCALE 1"=100'. 2. BOUNDARY SURVEY PREPARED FOR DST REALTY, INC. ELLINGTON ROAD, SOUTH WINDSOR, CONNECTICUT BY DESIGN PROFESSIONALS, INC. JOB NO: 98-1115; DATE 1-4-99; SCALE 1"=40' 3. PROPERTY SURVEY RESURVEY PREPARED FOR DST REALTY CONNECTICUT, INC. ELLINGTON ROAD, SOUTH WINDSOR, CONNECTICUT BY DESIGN PROFESSIONALS, INC. JOB NO: 98-1115; DATE 9-16-98; SCALE 1"=100'. 4. PROPERTY SURVEY RESURVEY PREPARED FOR DST REALTY CONNECTICUT, INC. BURNHAM STREET, SOUTH WINDSOR, CONNECTICUT BY DESIGN PROFESSIONALS, INC. JOB NO: 98-1115; DATE 10-15-1999; SCALE 1 "=50'. TOPOC�G�AFMCC� PLAN DESIGN: GBS DRAWN: UHA I CHECKED. • RPM, JOB NO.: 2222 DATE.• 09-06-05 DRAWING NO.: 2222 TOPOGRAPHIC OWNER/APPLICANT: ►TCe�+ DST OUTPUT,INC. 7 125 ELLINGTON ROAD 8 SOUTH WINDSOR, CT 06074 MARK RESURVEY PREPARED FOR: DST OUTPUT 1'� 1�I.I.1:�(;'1��): • 1'�<�).��II� CCONMICTU ClUT 6►yiixam [E Q 1 to u I I I' I I N II I 1 1 I I I 1 i I it 1 II I OD OD 6 � �II III 11, II I I 11 , 1', '1 'I I III I 1 1 I 1 I � '1 I� I� I' �I EXISTING Z o �. R BU LUING MAP REFERENCES: ' Nit- r12I V Vr V J6 O 20' WIDE \ EXISTING ' II I GRAVEL DRIVE BITUMINOUS \ CONCRETE Z II I II LLj Z 15" RCCE _ NO CURB I II �/ J INV=56.4y I I I I � �' 10" ADS FE 15" ADS i ' # II INV: 56.33 I 1 10" ADS FE 11 ' 20 DS i i I I I I I I ti I i / EXIST. JOGGING PA / / Q j / "o � L- --EX. SMH �I TF• 60.41 / INV:47.61 r� rr r� rr rr i ITILITY EA ENT IN FAVOR OF EXIS 1. JU,GGING PATH / / / F. LAND AS OCIATES LIMITED PAR RSHIP, 'REALTY C SONECTICUT, INC. DOWN OF TH WINDSOR 3 o/ l I� V: 56.66 II '--------------_ ---- ----- ----------------------- - - ---- ---------------------- EX. SMH ' \ 10" ADS E ��--- II - - \----------10�'-ADS FE _ ___--------------- - - N�"7 _ _ _ 50 F.Y. - TF�-9 / INV:56.5G___ _ __ __ --- DRAINAGE SWALE INV:45. / - INV:56.21 - SIGN /15" RCCE-----------_ __-- _----------------------` - RIGHT TURN N Y / - 11 ------ _ - ------ EX. 2 IRON PIP - - - _ -- PROPOSED SIGN BOLLARDS, NO LEFT TURN - (SEE DETAIL) -1 / / -- G _ METER / 800.83' G G _ PIT / SNET 4031 + _. G G -- -� l=-- -- - "'� -- J TF:59.21 G G --__-------- ---------- _-------= EX. SMH -_ �� INVT5615 G - - - -`' � /'!i=TR T �-3��' -- NET 177� �- - EX. SMH � JRNHA - - - - INV:45.98 TEL. POLE A A 1 - - -- - ---" - TF:�8-.8=.--.-- _ _ _ T -� SNET 1775 -=-- - _ __ ---- INV:46.88 o EX. SMH __----� =-=_-----� SNET 4470 EX. CL 4x4 --- _- F-61-17--------- - \ - T� PLATE ----- ------ INV:47.47 SNET 1774 r 1. PROPERTY SURVEY RESURVEY PREPARED FOR DST REALTY, INC. BURNHAM STREET, SOUTH WINDSOR, CONNECTICUT BY DESIGN PROFESSIONALS, INC. JOB NO: 98-1115; DATE 1/2001; SCALE 1"=100'. 2. BOUNDARY SURVEY PREPARED FOR DST REALTY, INC. ELLINGTON ROAD, SOUTH WINDSOR, CONNECTICUT BY DESIGN PROFESSIONALS, INC. JOB NO: 98-1115; DATE 1-4-99; SCALE 1 "=40' 3. PROPERTY SURVEY RESURVEY PREPARED FOR DST REALTY CONNECTICUT, INC. ELLINGTON ROAD, SOUTH WINDSOR, CONNECTICUT BY DESIGN PROFESSIONALS, INC. JOB NO: 98-1115; DATE 9-16-98; SCALE 1"=100'. 4. PROPERTY SURVEY RESURVEY PREPARED FOR DST REALTY CONNECTICUT, INC. BURNHAM STREET, SOUTH WINDSOR, CONNECTICUT BY DESIGN PROFESSIONALS, INC. JOB NO: 98-1115; DATE 10-15-1999; SCALE 1 "=50'. NOTES: 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. 2. NORTH IS BASED ON NAD '83. 3. TOTAL SITE ACREAGE = 2,202,995 S.F. 50.57 Ac. 4. SITE IS LOCATED IN ZONE X - AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOOD PLAIN PER COMMUNITY PANEL #090036-0009-D REV. 2-23-01 OF THE FIRM FLOOD INSURANCE RATE MAP. 5. PROPERTY N/F BRADLEY, MORGAN J. JR. HAS CERTAIN RIGHTS OF ACCESS FURTHER STIPULATED IN VOL. 105, PG 336 OF THE SOUTH WINDSOR LAND RECORDS. 6. CURVE IS NOT TANGENT. Ii x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE 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. REVISIONS 2 12/08/05 PER TOWN COMMENTS GBS 1 11/28/05 PER TOWN COMMENTS GBS BY NO. DATE DESCRIPTION THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-30015-1 THRU 20-30015-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. AND CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. RICHARD P. MARTEL 12882 LIC. No. LEGEND 0 EXISTING IRON PIN o EXISTING MONUMENT Cw EXISTING UTILITY POLE _ =9!1-- = EXISTING CATCH BASIN AND PIPE PROPOSED CATCH BASIN AND PIPE PROPOSED STORM MANHOLE _ =0= = EXISTING SANITARY MANHOLE AND PIPE _ t _ EXISTING WATER MAIN AND HYDRANT -R.L- ROOF LEADER - S - SANITARY LATERAL - w - WATER LATERAL - F -FOUNDATION DRAIN -SO-- EXISTING CONTOUR �- PROPOSED CONTOUR xcLss EXISTING SPOT GRADE r=_9q PROPOSED SPOT GRADE 4- SURFACE DRAINAGE FLOW DIRECTION EXISTING TREELINE PROPOSED TREELINE - - EXISTING EASEMENT BOUNDARY • - 100 YEAR FLOODPLAIN BOUNDARY - - REGULATED AREA INLAND WETLANDS - SOILS GRAPHIC SCAJ 40 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. Tel. 860.291 • 8755 ���j Fax 860.291 • 8757 _ �1 M/Jf 1cmals civil engineers • planners • surveyors landscape arc6:'tects • gis • gps 165 South Satellite Road, South Windsor, Connecticut D6074 i �(O 20' S.Y. P. 0.50' WEST & ' I .30' NORTH OF CORNER r � r / EX. SMH TF: i II THERESA B. COUGHUN INV6.6:46.6 7 '' / I III I � � I I N I O I N� ' I �I� I I 24" RCCE ' lI --------------- EX. SMH------- -I�/// TF: 59.15 ------ - - -' , INV:45.31 -__ I.P. 0.16'_S0IJJ�-- -CIF €RriPERT`,' CORNER TOWN LINE SOUTH WINDSOR HAR195.70' �.. -- EX. HYRAN G �TlAST - - - - ••..• .r » G G _GA `VALVE _.- -� FX-C��- ----- TF:59.24 y-��--- _ 4NV: 5Cr 6-4- - - -` O EX. GAS VALVE-qj - -- CHD H ( 1cQ' SNET No. 4471 SNET Fa LE 5345 WITH 2 RISERS Q) WITH 2 RISERS > 3 /STREET SIGN �n FSTOP SIGN II WATIIR GATES EX. HYDRANT TOPOCPAPHIC PLAN DESIGN- GBS DRAWN.• MHA I CHECKED: R JOB NO.: 2222 IDA 7F.- 09- 06- 05 DRAWING NO.: 2222 TOPOGRAPHIC OWNER/APPLICANT: DST OUTPUTJNC. 125 ELLINGTON ROAD SOUTH WINDSOR, CT 06074 RESURVEY PREPARED FOR: DST OUTPUT MI I 1 \A\ I I \ II�� CONNECTICUT I.P. 2.82' NORTH 0.16' WEST OF C SHEET 10 f� EXISTING IRON PIN ❑ EXISTING MONUMENT '._ EXISTING UTILITY POLE _ 421-- = EXISTING CATCH BASIN AND PIPE --M— PROPOSED CATCH BASIN AND PIPE =-(M=- PROPOSED STORM MANHOLE _ = EXISTING SANITARY MANHOLE AND PIPE EXISTING WATER MAIN AND HYDRANT —R.L— ROOF LEADER - - SANITARY LATERAL — WAItK LA'ItKAL — F — FOUNDATION DRAIN - 50 -- EXISTING CONTOUR PROPOSED CONTOUR EXISTING SPOT GRADE a• PROPOSED SPOT GRADE eQ URFACE DRAINAGE FLOW DIRECTION EXISTING TREELINE '^^ PROPOSED TREELINE - - EXISTING EASEMENT BOUNDARY 100 YEAR FLOODPLAIN BOUNDARY - - REGULATED AREA INLAND WETLANDS — — SOILS ------• SILT FENCE 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. 2. NORTH IS BASED ON NAD '83. 3. TOTAL SITE ACREAGE = 2,202,995 S.F. 50.57 Ac. 4. SITE IS LOCATED IN ZONE X - AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOOD PLAIN PER COMMUNITY PANEL #090036-0009-D REV. 2-23-01 OF THE FIRM FLOOD INSURANCE RATE MAP. 5. PROPERTY N/F BRADLEY, MORGAN J. JR. HAS CERTAIN RIGHTS OF ACCESS FURTHER STIPULATED IN VOL. 105, PG 336 OF THE SOUTH WINDSOR LAND RECORDS. 6. CURVE IS NOT TANGENT. MAP REFERENCES: /y VF y\P / QQ- / SNET No. 22§SP 6�i MIT SIrt / / a /\ \ \ �\ \ \• EXISTING POND \ \ / J V•` \ \ \\ \ \ \\ 5V EASEMENT FOR HIGHWAY PURPOSES A \, A• IN FAVOR OF THE STATE OF CONNECTICUT If Al EX / CROBSWC 9i' SNET N...21 / ,X \ �9fIET No. 2262 \J Ial I \ EX. PETRO PIPE ! / EX.,. /PE O PSIGN/ EY MAILBOX, � II 1 J/IX.q.s / r \\ /EX. RAILROAD / / CROSSING LIST. I N/F MEYER GAGE COMPANY, INC. 1. PROPERTY SURVEY RESURVEY PREPARED FOR DST REALTY, INC. BURNHAM STREET, r C SOUTH WINDSOR, CONNECTICUT BY DESIGN PROFESSIONALS, INC. JOB NO: 98-1115; DATE 1/2001; SCALE 1"=100'. III 2. BOUNDARY SURVEY PREPARED FOR DST REALTY, INC. ELLINGTON ROAD, ,mod SOUTH WINDSOR, CONNECTICUT BY DESIGN PROFESSIONALS, INC. JOB NO: 98-1115; DATE 1-4-99;°"'M°:1u SCALE 1"=40' l 3. PROPERTY SURVEY RESURVEY PREPARED FOR DST REALTY CONNECTICUT, INC. ELLINGTON ROAD, \ SOUTH WINDSOR, CONNECTICUT BY DESIGN PROFESSIONALS, INC. JOB NO: 98-1115; DATE 9-16-98; SCALE 1 "=100'.- 4. PROPERTY SURVEY RESURVEY PREPARED FOR DST REALTY CONNECTICUT, INC. BURNHAM-STREET- SOUTH WINDSOR, CONNECTICUT BY DESIGN PROFESSIONALS, INC. JOB NO: 98-1115; DATE _ 10-15-1999;--- SCALE 1 "=50'. - - - - - - - - - - - ,i x 1. UNLESS OTHERWISE NOTED, EXISTING I"' LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE 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. REVISIONS 2 12/08/05 PER TOWN COMMENTS GBS 1 11/28/05 PER TOWN COMMENTS GBS NO. DATE DESCRIPTION BY THIS PLAN IS FOR SEDIMENTATION AND GRAPHIC SCALE EROSION CONTROL ONLY, AND IS NOT TO '! 50 '0� 2� BE USED FOR UTILITIES CONSTRUCTION. 1 ch 00 ft. J ro N/F CONNECTICUT 55.20 - -gB- ING CAVE ITS) \ �60 \ \ \ \ / 7REE BEE I I I I � I I I /// 7' BE . TREE I I I I I 1 / III III I / �II III CE (TY°) l i 111 iI 1111 KENNETH F. CORNEAU I I III � 11 TREE BEECH 1 1 I l l I11 � / TREE EECH I I I ( 1 Cu II I11 BR�BEECH I I I I / ! III EXISTING JOGGING PATH---_ / Ill III / /'iEECH IIII I I I—� �yT III■ TREE BEECH J� f i i Ill 244"BEECH TR III /O )BR B€EGH EX. SMH / TREE BEECH II Ir / TF:61,56 24• BEECH )I I I 1 1 INV:48.99 TREE I I ` Y 24 EEGH ; BEECH II / 111 III a DOMINIC I / I f � i1 1 I r/ , 1 III I TREE BEECH \ 6• BEEC I TREE I � III IIII! 1 1 ! ll "'I 1 EX. l i I I I TF: 60.41 \ I�47.6:47.61 c GAS VAL1� :p, r fHD AH �,�`�'SNET No 4471 /I SNET P,E1E SJ45 „17H 2 RISERS P VATH 2 RISERS STREET SIGN JIDP SIGN Tel. 860-291- 8755 CO) Fax 860.291 •8757 3LS01N[E1lVTli-rv1 Il 0(DH o BOO 8DOH C0HTrnR-)0L PLAN pcivil engineers • planners surveyors landscape architects • gis • gps 165 South Satellite Road, South Windsor, Connecticut 06074 DESIGN. GBS I DRAWN. MHA I CHECKED: R JOB NO.. 2222 1 DA TE.• 09-06-05 DRAWWNG NO.: 2222-E-S PLAN. dwa N/F A. &- MARGARET MAULUCCI AU1/AIE-rR /ADDI I DSTL11AAIT. IOUTPUT INC. 125 ELLINGTON ROAD SOUTH WINDSOR, CT 06074 RESURVEY PREPARED FOR: DST OUTPUT CONNECTICUT SHEET 11_ 12 I GENERAL NOTES: 1. ALL CONSTRUCTION TO CONFORM TO TOWN OF SOUTH WINDSOR STANDARDS & SPECIFICATIONS. 2. ALL PROPOSED CATCH BASINS ARE TO HAVE 2 FT. SUMPS. 3. THE PROPOSED ENTRANCE DRIVE SHALL HAVE A 1.5" LIP AT BURNHAM STREET. 4. CONTRACTOR SHALL DETAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION. 5. FIELD CHANGES SHALL HAVE PRIOR APPROVAL OF THE TOWN OF SOUTH WINDSOR AND/OR AGENT AND THE DESIGN ENGINEER. 6. CATCH BASIN TOPS SHALL NOT BE CEMENTED DOWN UNTIL FINAL GRADES ARE SET. 7. ALL PROPOSED UTILITIES ARE TO BE UNDERGROUND. 8. UNLESS OTHERWISE NOTED OR SPECIFIED, ALL STORM DRAINAGE CONSTRUCTION SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE STATE OF CONNECTICUT "STANDARD SPECIFICATIONS FOR ROADS, BRIDGES, AND INCIDENTAL CONSTRUCTION, FORM 814," OR MOST CURRENT ISSUE. PERTINENT CONSTRUCTION DETAILS THAT ARE NOT INCLUDED WITH THESE DRAWINGS SHALL CONFORM TO THE STATE OF CONNECTICUT, DEPARTMENT OF TRANSPORTATION STANDARD ROADWAY DETAILS. 9. MAXIMUM SLOPE OF FILL TO BE 3:1. ALL FILL MATERIAL TO BE CLEAN MATERIAL. "CLEAN FILL" MEANS UNCONTAMINATED NATURAL SOIL OR ROCK WHICH IS INERT IN TERMS OF LEACHING AND POSES NO THREAT, PRESENT OR FUTURE, OF POLLUTION TO SURFACE WATERS OR GROUNDWATERS. MOREOVER, CLEAN TYPICALLY EXCLUDES, BUT IS NOT LIMITED TO THE EXCLUSION OF DEMOLITION OR CONSTRUCTION WASTE MATERIALS OR DEBRIS, COMBUSTIBLE OR NOT COMBUSTIBLE, INCLUDING CONCRETE, ASPHALT, PAVING MATERIALS OR BY-PRODUCTS, YARD WASTES, INCLUDING BRANCHES, LIMBS, DDucu CUM- Torre owD oc -1- Vr\VJI,, -1-1r IRGGJr VA -a Ur IRLLJ, IREE STVMPJ AND SIMILAR MATERIALS GROWN ON OR EMINATING FROM LAND; NONPUTRESIBLE SOLID WASTES, COMBUSTIBLE OR NON-COMBUSTIBLE; AND BULKY RUBBISH OR REFUSE, INCLUDING PUTRESIBLE SOLIDS, SEMI -SOLIDS OR LIQUIDS. 10. ALL STUMPS TO BE CHIPPED ON SITE. STUMPS NOT CHIPPED SHALL BE REMOVED FROM SITE, NOT BURIED. 11. EXISTING UTILITIES AS DEPICTED ON THIS PLAN ARE TAKEN FROM AVAILABLE INFORMATION. THE CONTRACTOR IS TO HAVE EXISTING UTILITIES FIELD VERIFIED PRIOR TO CONSTRUCTION. BEFORE EXCAVATING, CONTACT "CALL BEFORE YOU DIG" AT 1-800-922-4455. 12. THE CONTRACTOR SHALL APPLY TEMPORARY DUST CONTROL MEASURES AS NEEDED TO ACCOMPLISH CONTROL, AND MECHANICAL SWEEPERS SHALL BE USED ON BURNHAM STREET WHERE NECESSARY TO PREVENT DUST BUILD UP. 13. PARCEL N/F UNDER THE CONTROL OF DST REALTY-CONNECTICUT, INC. 14. PARCEL ZONE IS THE 1-291 CORRIDOR DEVELOPMENT (CD). 15. STORM DRAINAGE PIPES WITHIN PROPOSED PARKING LOT SHALL BE RCP. SEDIMENTATION AND EROSI"' CONTROL NOTES: 1. PRIOR TO THE START OF CONSTRUCTION, FILTER FABRIC BARRIERS OR HAYBALES SHALL BE INSTALLED IN CONFORMANCE WITH "GUIDELINES FOR SOIL EROSION AND SEDIMENTATION CONTROL" AS PUBLISHED BY THE SOIL CONSERVATION SERVICE. SUCH MEASURES SHALL BE MAINTAINED IN PLACE UNTIL SUITABLE PERMANENT VEGETATION IS ESTABLISHED. 2. 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. 3. HAYBALES AS SHOWN TO BE BUTTED TIGHTLY END TO END AND STAKED IN PLACE USING TWO 2" X 2" X 36" WOODEN STAKES PER BALE. 4. ALL EROSION CONTROL MEASURES ARE TO BE INSPECTED, MAINTAINED OR REPLACED ON A WEEKLY BASIS OR WITHIN 24 HOURS OF A STORM EVENT. 5. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF ALL SEDIMENTATION AND EROSION CONTROL MEASURES SHOWN ON THESE PLANS. THIS RESPONSIBILITY INCLUDES IMPLEMENTATION AS WELL AS MAINTENANCE. ANY PROPOSED CHANGES TO THIS PLAN MUST BE APPROVED BY THE ENGINEER AND/OR THE PROPER LOCAL TOWN AGENCY. 6. ANTI -TRACKING APRON SHALL BE INSPECTED REGULARLY TO ENSURE PROPER OPERATION. STONE TO BE ADDED TO OR P.FPLACED AS REQUIRED, AND CONTRACTOR WILL BE RESPONSIBLE TO SWEEP EXISTING ROADS AS REQUIRED. 7. EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE INSTALLED PRIOR TO CONSTRUCTION, WHEREVER POSSIBLE. 8. 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. 9. ALL DISTURBED SLOPE AREAS IN EXCESS OF 3:1 SHALL IMMEDIATELY RECIEVE MULCH AND TEMPORARY SEEDING IN ACCORDANCE WITH THE FOLLOWING APPLICATION RATES: MULCH: RATE: HAY OR STRAW 90# / 1000 S.F. TEMPORARY SEEDING: RATE: PERRENIAL RYEGRASS 1,0# / 1000 S.F. 10. ADDITIONAL EROSION CONTROL MEASURES SHALL BE INSTALLED DURING CONSTRUCTION IF DEEMED NECESSARY OR ORDERED BY THE PROJECT ENGINEER OR THE PROPER LOCAL TOWN AGENT. 11. HAYBALES TO BE PLACED SO THAT STRING DOES NOT COME IN CONTACT WITH THE GROUND. 12. CONTRACTOR SHALL PERIODICALLY CLEAN CATCH BASIN SUMPS AS REQUIRED DURING CONSTRUCTION. 13. AN APPROVED EROSION CONTROL BOND IS REQUIRED BEFORE THE START OF ANY CONSTRUCTION ACTIVITY. 14. THE CONTRACTOR SHALL SPRAY WATER AND APPLY TEMPORARY DUST CONTROL MEASURES AS NEEDED TO ACCOMPLISH CONTROL. MECHANICAL SWEEPERS SHALL BE USED ON BURNHAM STREET WHERE NECESSARY TO PREVENT BUILD UP. CONSTRUCTION SEQUENCE 1. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR AND THE OWNER SHALL HAVE A PRE -CONSTRUCTION MEETING WITH THE TOWN OF SOUTH WINDSOR. 2. THE SURVEYOR SHALL STAKE -OUT THE LIMITS OF CLEARING AND GRADING. 3. INSTALL ANTI -TRACKING APRONS AS DEPICTED HEREON. THE CONTRACTOR SHALL COORDINATE WITH THE THE PROPER AGENCIES FOR RELOCATION OF ANY UTILITIES OR SIGNS. 4. INSTALL EROSION AND SEDIMENTATION CONTROL MEASURES AT LIMITS OF CLEARING AND GRADING. 5. CLEAR AND GRUB AREAS AS SHOWN ON PLANS AND AS DELINEATED IN THE FIELD. 6. 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. 7. INSTALL STORM DRAINAGE. PROTECT TOP OF CATCH BASINS WITH HAYBAI rS AND FILTER FABRIC AS DEPICTED IN THE DETAILS. 8. PREPARE SUBGRADE FOR PAVING AND CURBING AND PREPARE DISTURBED AREAS FOR LOAMING AND SEEDING. 9. PLACE PAVEMENT, CURBING, AND LOAM. SEED AND MULCH OR HYDROSEED ACCORDING TO SEEDING SCHEDULE. ESTIMATED START DATE FOR CONSTRUCTION - SPRING 2006 ESTIMATED COMPLETION DATE FOR THE PROJECT - FALL 2006 li x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE 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. OWNER/APPLICANT: DST OUTPUT,INC. 125 ELLINGTON ROAD SOUTH WINDSOR, CT 06074 2 12/08/05 1 11 /28/05 NO. DATE REVISIONS PER TOWN COMMENTS PER TOWN APPROVAL DI_ SCRIPT/ON PAVEMENT eke 3 1 MAk/yU O wHeRf RO k 8S Res � evT 6" CT D.O.T. 2" STONE TO BE PLACED z OVER FILTER FABRIC MATERIAL RO SEE SEDIMENT AND EROSION SHEET FOR PAVEMENT WIDTHS u� BASE COURSE: 6" PROCESSED AGGREGATE WEARING SURFACE: 2 1/2" BITUMINOUS CONCRETE PLACED IN TWO LAYERS NOTE: THE MAIN DRIVE AND DRIVE TO LOADING DOCKS SHALL HAVE A 4" BITUMINOUS CONCRETE Ah WEARING SURFACE PLACED IN TWO LAYERS AND AN 8" PROCESSED AGGREGATE. THE CONCRETE PAVEMENT SECTION SHALL HAVE 5' OF CONCRETE ON 8" PROCESSED AGGRETATE BASE. THRU STREET EDGE OF PAVEMENT PAVEMENT CROSS SECTION N.T.S. ANTI -TRACKING APRON not to scale ANGLE POSTS 1. SET POSTS AND 1 2. STAPLE THE SILT 5• GI-E O S EXCAVATE A 6"x6" TRENCH FENCING TO THE FOR STABILITY POST UPSLOPE FROM POSTS. SILT END OF THE POST AND SELF- FENCING CLEARING. 95, 12" MIN. l 3. ATTACH FILTER FABRIC TO 4. BACKFlLL THE FILTER THE WOODEN POSTS AND EXTEND TRENCH AND COMPACT FABRIC�I IT INTO THE TRENCH I THE EXCAVATED SOIL. COMPACTED BACKFlLL �TJ�_Ll� I I� III -III -III -III- I I�- I I�I I I -I 11- I I I- -lll= CONSTRUCTION OF SYNTHETIC FILTER BARRIER SUBGI<ADE ! EARTH OR STONE ANCHOR PILE CB GRATE FILTER FABRIC Fit TIP, SU BGR t , FAIJKIC CB TOP NOTE: REMOVE CB GRATE. PLACE FILTER FABRIC REPLACE GRATE TAKING CARE NOT TO DAMAGE FILTER FABRIC ANCHOR W/STONE OR EARTH PILE. CATCH BASIN GRATE SEDIMENTATION CONTROL not to scale ® Storm Sewer Structure Flow Haybale Installation at Catch Basins GBS GBS BY Anc for with two 2"x2"x3' Stakes in each bale. .0 ..0....o.......0... JOGGING PATH DETAIL N.T.S. PROVIDE CROWN/CROSS SLOPE TO PROVIDE POSITIVE DRAINAGE OF PATH SURFACE 4000 PSI CONCRETE �6 (SEE SIDEWAI K A { DETAIL) J 6" J Y0 LU 15" Va_2 ¢MJ/ MF O 00 J I o p -•-I ., Min o o� ° 8 oofo o D: I- ° �O0P5�1 PG VP� o � G P lkw oo NOTE: USE PROCESS GRAVEL UNDER CURB TYPICAL CONCRETE CURB DETAIL N.T.S. 3" STONE DUST FILTER FAI3RIC WHERE REQUIRED LAWN/ STREETS/ STREETS/ LAWN/ CROSS-COUNTRY PAVED AREAS PAVED AREAS CROSS-COUNTRY go 6" Min. SEE PAVEMENT DETAIL SEE PAVEMENT DETAIL screened topsoil �l- Approved granular non -organic backfill material placed and compacted in one 4 Min. I� Q Q O 12" ( Q 12" -i . foot (max.) lifts. Suitable backfill material "Ho-Pac" or 0 Q 0 Warning tape Conn. General Statute °0 O ' ' 0. O tamped per Metropolitan District specifications and as ordered by the engineer. Q per - 4 amended laced 12" section 16 3 5, as p �. 0 I ' Q (min.) to 24" (max.) above the top of the Q ° 1 pipe. Bank Run Gravel fill 0 0 0. Coarse gravel sand or Placed and compacted in 6" layers. No stone Q O _ O. Q fine gravel suitable for backfill over pipe, larger than 1 1/2". 2' Min. 1 Compacted in accordance Material shall meet with District Requirements D.O.T. M.02.05 Pipe, as specified . 12" a. °.a.`�.a. Via.�.'a`. Metropolitan District Approved 1/2 or) - p 4. a Filter Fabric Envelope (12' Min. overlap) I PIPE 1 / a 4 4 4 4 3/4" Crushed stone bedding material in directed by 1/2 O.D. PIPED 4 4 4 4 4 4 rock excavation or as the engineer. The material shall PIPE 6" Min. Ij 4 4 4 4 4 Q 4 Q 4 meet D.O.T. M.01.01.21 for 3/4" stone. Backfill to centerline of 4 d Q d 4 d 4 d 4 d q 6" Min. ` pipe when using Polyethylene or A.B.S. pipe. 7-7 12" 0 12" 3/4" Crushed Stone PIE Varies - min. 21 to Top of Pipe - 12" PI 1E 12" TYPICAL SANITARY SEWER (1 ifiliTinn filter fabric envelope of PVC nnnl TYPICAL STORM DRAIN PIPE TRENCH SECTION N.T.S. EXISTING PAVEMENT 6.1" 4.9" SECTION i Varies I I CHANNEL SECTION 19.70" 00 00000000�00000000 00 6 PLAN VIEW -L I-- 19.70" -I I I 1. 4" I I I $. SAW 6UT AND SEAL JOINT WITH TACK COAT M 04,01 V OR 1 1/2' (COMPACTED) CLASS 2 BITUMINOUS CONCRETE SURFACE COURSE (OR MATCH EXISTING, IF GREATER) M 04 2' OR 1 1/2' (COMPACTED) CLASS 1 OR 2 BITUMINOUS CONCRETE BINDER COURSE ( OR MATCH EXISTING, IF GREATER) M 04 6' (COMPACTED) PROCESSED TPAPROCK BASE.- M 05.01. 6' (COMPACTED) PROCESSED GRAVEL SUBASE nVER COMPACTED SUBGRADE (TRENCH BACK FILL> M.02- GRADE, B (OR PROCESSED TRAPROCK) NOTES 1. ALL SAW CUT AND SEALED JOINTS TO BE EITHER PARALLEL WITH, OR PERPEN- DICULAR TO, THE CENTERLINE OF THE PIPE. 2. ALL MATERIALS ARE TO MEET FORM 814A, AS AMENDED PERMANENT PAVEMENT PATCHING DETAIL NOT TO SCALE 39.19" slope 0.6% (nom. 1 meter) 090 POLY -DRAIN �•Ji SIDE VIEW OF CHANNEL POLYDRAIN CHANNEL HEAVY DUTY IN -LAY GRATE LOCK DOWN BOLT BEDDING CONCRETE vQ .p. ° Q i 22.5"-M Min' Min. © . Q 77 4"PREFORMED CIITOUT OUTLETS SIDE VIEW 6" PREFORMED INSTALLATION CATCH BASIN CUTOUT OUTLETS TRENCH DRAIN DETAIL N.T.S. Tel. 860.291 • 8755 Fax 860.291 • 8757 �J rJl� civil engineers planners surveyors landscape architects • gis gps 165 South Satellite Road, South Windsor, Connecticut 06074 DE=TAILS DESIGN: GBS DRAWN.• RAM CHECKED: GBS ✓oB No.: 2222 DATE 09-06-05 DRAWING NO.: 2222 DF. TAILS N T Q L B CAST IRON HANDLE ---� 6.5" A B PIPE SIZE WT. LBS. SETTING METHOD 16" 12" TO 6" 70 lb 2 HOOKS 18" 12" 8" 75 lb 2 HOOKS 20" 12" 10" 85 lb 2 HOOKS 22" 16" 12" 100 lb 2 HOOKS 25" 1 17" 1 15" 135 lb 2 HOOKS 28" 20" 1 18" 155 Ib 2 HOOKS CATCH BASIN TRAP HOOD not to scale Ft 4. uI ) A L. - 4'-4" ..........1 APPLICATION OF GRADE-\ V-7 3/8"" -PVMT. CROSS-SLOPPPE I 0 CO Lu 1 2 W 2 N (0 v) 1 0 Ln L wow �Utn 11__ oFw !\� Of J Z NOTES: 1. ALL EXTERIOR WALLS OF CATCH BASIN WILL BE FACED, PAINTED AND GROUTED WITH CEMENT. 2. LADDER RUNGS SHALL BE PRO- VIDED IN CATCH BASIN WHERE HEIGHT OF STRUCTURE EXCEEDS 8 FEET. 3. IN SANDY SOILS APPLY DAMP - PROOFING ON ALL FOUR WALLS. 4. RED BRICK NOT TO BE USED. 5. WHEF;E PRECAST CONCRETE UNIT IS USED FOR SUMP THE TOP OF THE UNIT SHALL BE AT LEAST 6" BELOW THE BOTTOM OF THE PIPE OUTLET FROM THE CATCH BASIN. 6. WHERE MASONARY CONCRETE UNITS ARE USED CORBELLING WILL BE PERMITTED. MAX. CORBEL TO BE 3". NO PROJECTION SHALL EXTEND IN- SIDE OF LIMITS. 7. ADJUST FRAME ELEVATION WITH BRICKS 6" TO 12" 8. PROVIDE MINIMUM 2'-0" OF COVER OVER PIPE AT BELLS 9. PROVIDE 6" OF 3/4" TRAPROCK UNDER EACH STRUCTURE AT BASE. 1'-1 5/8" �-•- 4'-8 3/4" BRICK LEVELERS = 1 2-8 3/4 1 o w 3-5/ 0 I o z ED a - -'-CLASS 'C CONC. w �' OR PRECAST CON(. 0 BLOCK 4'-4„ CLASS 'C' CON(. 5'-4' - SECTION B-B SECTION A -A TYPE 'C' CATCH BASIN DETAIL N.T.S. 3-5/8'° PREPARED FOR: DST OUTPUT R25 J.['eL LeU G Jl OAS R0AD SOUTH WU DSOR cCONNiECTI CIUT SHEET 12 / UN miw xB�stz _,.S:S iiJ@X{��:TF::i.:7t`L lR.t �;'.:'"S'. •;R�Y^i.�' . _ ";Sa:" w.m..n.,...._'.':'.;,'tYsCS'SS:..u__a._. "_:�'iC:..:aii.2:k..�-:..¢:. ..'�i4CER'.G"RiSi1�Yf.Aa:�ilii6f?b+.il�ik'iMti:':';.�G.'�'1f�Ldd<...'�'^'&:�e.,�fl",�t�.i_.,d�1E::1c"+waRx�� s•,ucd.�,-.. ®...��:._a1rLTA'^'. ...•eOGu: psi" 4R'it�4.' LANDSCAPE LEGEND: EXISTING LANDSCAPE PLANTINGS PROPOSED LANDSCAPE PLANTINGS LANDSCAPE NOTES: 1. SEE SHEET L5 FOR LANDSCAPE PLANTING SCHEDULE_. 2. SEE SHEET L5 FOR LAINDSCAPE N^vTES AND DETAILS. 3. SEE SHEET LP 1 FOR SITE LIGHTING. 4. COORDINATE LANDSCAPE IRRIGATION REMOVAL AND REPLACEMENT WITH OWNER AND IRRIGATION CONTRACTOR. LEGEND 0 EXISTING IRON PIN o EXISTING MONUMENT LIMIT OF WETLANDS • - - 80' UPLAND REVIEW AREA OWNER/APPLICANT: DST OUTPUT,INC. 125 ELLINGTON ROAD SOUTH WINDSOR, CT 06074 o i1 ii zz m 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD REVISIONS BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO 2 12/08/05 PER TOWN COMMENTS CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE 1 11/28/05 PER TOWN COMMENTS NO. DATE DESCRIPTIObi OF THE PROFESSIONAL ENGINEER/SURVEYOR. GBS GBS GRAPHIC SCALE 40 0 20 40 BO ( IN FEET ) I inch = 40 ft. Tel. 860.291 • 8755 Fax 860.291.8757 �CprofessiGnals, esign ine, civil engineers • planners surveyors landscape architects • gis • gps 165 South Satellite Road, South Windsor, Connecticut 06074 L A nMDSCaPIrE PLAN DESIGN.• RLB I DRAWN.• MHA CHECKED: RLB 10B NO.: 2222 1 DA TE.- 9-8-05 1 DRAWING NO.: 2221222—L >—L 4. D WG RESURVEY PREPARED FOR: DS'T OUTPUT LLLL l!) l 1 I I \\ I h) � l!) I. lLO NEC 11 UC\1J ll 1ViIII` r 7�AJQ S Y 3—MS AF / 40 VPS�oc \ Ov / \ '/ • / 1 HV )qV CXS �� G,c; 29 I �/� `s�',�Ei{i 20 f I:ib i \ f ' - 36",�,13, ECH REE AU ARU _ PA / ° ./��r ° INV. 55.20 !l/ ��► .QFj. U� Fjl / - PA , , - :ir 7 ` , 11 ;1 �i v VA AF 12 \+r , ,P\ l IN t /C �� _� ,. YI/� \ nn\ .• �. \ \ \ i^\ _ /1 I \ l /t� 1 I (22 PAtr;� erq, / ze , MP E INING W j \\ _ _ I- _. N -2— ` /� � �� ° / l ' � �� i' vv TREE BEECH L / CSX , / 3 ° °/YP42 \ , \ , y° PA 12 � — — PA PA \ VC SC � � j � � MULCH \ i \ A. ::+�'•.;; � � � -��', - _ / � \ / / it >, 18 BEECH PA I- i _I 20 j R E - -•PA 0 I 7" BEECH, TREE -\ EXIST. JOGGING PATH - PA _ _ _ _ _ -- .. �• ... � SEEDING PA ; -- TYPE l l 1 00 n Jq: !0 "� SEEDING MIXTURE TYPE. l/ F21" BEECH OR I I f % �' � , f / � TRFE � p 1 _ _ G PA AREAS DISTURBED OUT TSIDE PA TH Ex Co C WAL ---'"` / ,l i 15" BEECH / ► TREE'"r A S 8„ BEECH TREE / J ► 399.71 120 \ ' /, / / I BW ��, �/ EX. MEADOW EXISTING JOGGING PATH-----__�\\ REMOVE EXIST. WALL 1 i / I REMOVE EXIST. CONC. RAMP` .,.ONC. POST EX. DELIVERY SIGN (TYP.) _. ` REMOVE AND REL OCA TE 1 I I / REMOVE EXIST. RAMP. - - EXISTING PINES (2—PN) 1 / 24" BEECH INSTALL 5 BAY LOADING / \ _ I TREE DOCK. 15—C E u / T8" BEECH f I j I I E ' N _ LAWN PROP. CONC. PAD � ..\ _ PN 24" BEE&-, ' TREE < EXISTING BUIDING \,j/`�;. _ \ / �-� TREE F.F = 62.83 - - - >¢c \� �� �\ \ 24" BEECH \\ / \ TREE 24\ \ EX. DUMP TER —EX. CONCRETE ' REMOVE AND ADJUST LANDSCAPE �c ���// \\ � BEECH \\ PAD PAVEMENT \ \ 1 EXISTING SHRUBS AS REQUIRED FOR ,- �- — — — ^ S ` \\\ N W LOADING DOCK Z, ' _--_-t / 24" B 12" BEECH �\ \\--•.��; C.O. TREEEE;, C.O. EXIS��G SANS I o � I LEGEND G / --•1 1 Q 0 EXISTING IRON PIN ' I 1 Q L, EXISTING MONUMENT 399.71 > / 1 1 O - �. LIMIT OF WETLANDS \\ - 80' UPLAND REVIEW AREA LANDSCAPE LEGEND: 11 wm_�_ XISTING LANDSCAPE PLANTINGS 15" BEECH 1 \i l PROPOSED LANDSCAPE PLANTINGS „i TREE 1 \ \ ` I 1 6" BEECH i iN cv z \ \� i ; / I TREE i 'I 0 LANDSCAPE NOTES. 1. SEE SHEET L5 FOR LANDSCAPE INSCHEDULE. 2. SEE SHEET L5 FOR LANDSCAPE NOTES ANDDITAILS. \ 3. SEE SHEET LP1 FOR SITE LIGHTING. / l l 4. COORDINATE LANDSCAPE IRRIGATION REMOVAL AND I I SEEDING I j REPLACEMENT WITH OWNER AND IRRIGATION CONTRACTOR. ,''/ !1 ► MIXTURE I I i TYPE l ���� � / � � Z�TC�. OWNER APPLICANT: i 2 1 DST OUTPUT,INC. 125 NO AD SOUTH WINDSOR,CT6074 MARK o u u 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS Tel. 860.291 • 8755 RESURVEY PREPARED FOR: SHEET z m LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD FIELD VERIFIED PRIOR TO CONSTRUCTION. GRAPHIC SCALE Fax 860 291 8757 L�pi��C�ppG p�p� CBE D T OUTl �,i,JT ALL UTILITIES ARE TO BE STAKED IN THE FIELD 40 0 20 40 80 gesign . ■ III2. 1IIIIl �, 3 BY S LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. IN FEET 1 Ofessionais inc. DESIGN: RLB DRAWN.• MHA CHECKED. RLB � �, IELLR V GTON ROAD 2 12/08/05 PER TOWN COMMENTS GBS 3. THIS PLAN IS INVALID UNLESS 1, BEARS THE IMPRESSION 1 11/28/05 PER TOWN COMMENTS GBS 1 inch = 40 ft. �� �� civil engineers • planners • surveyors landscape architects iS S p g • gh JOB NO.: 2222 DATE.• 9-8-05 L 5 SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY 165 South Satellite Road, South Windsor, Connecticut 06074 DRAWING NO.: 222 222-L1-L4.DWG �- °"��'' '' �" �l�iw°y®_"' ��1�7b�1lr�Jl��.IV li 399, T ' I 41- LANDS PE LEGEND: CO STING LANDSCAPE PLANTINGS ,y��tli�yd PR OSED LANDSCAPE PLANTINGS 12" FIRE WATER LINE LANDSCA E NO TrS.- DOMESTIC,- ATER LINE \� + �' I 1. SEE SHEET L OR LAND APE PLANTING SCHEDULE. _ �' I I 2. SEE SHEET L5 FOR LAND`�CAPE NOTES AND DETAILS. � I 3. SEE SHEET L FOR SITE LIGHTING. —__—__— `1 4. COORDINATE L DSCAPE I RIGATION REMOVAL AND REPLACEMEN ITH OWNS AND IRRIGATION CONTRACTOR. I I SEEDING r I MIXTURL�- I PROP. CON . PAD (TYP.,� CIO I I I � r I CO '! I PROPOSED ADDITION / / 43, 316± S.F. F F: 62.83 SEEDING AWX TURF TYPE ZY en 90, �o I I �j DISTURBED C)U TSIDE OF I DRI VE j LIGHT POLE I I \ I r I INV. 57.15 t (TYP.) 16. z / o70 LF. 12" HDPE j D ° WITH BENDS 5=0.5 � � I � J � �.��": � � NEW 12" INV. 56.80 — � __--- c� ) \ �_ — — — SEEDING -_-- — EDG OF B ,, —----.__,A�--- MIXTURE 60 !1 / 1 / t / 15" BEECH 1 ' TREE \ / 6 BEECH TREE /\ r S/ \ 1 r \ I / � r r / ,r / E X I S Y/ VOG\ IN 25 l 4 2 QP I r / I 20' S.Y. 0 r r r^ f r ,30 I 15 p\ SXC / �5 / LEGEND / / ? ® EXISTING IRON PIN I/ o EXISTING MONUMENT AF TYPE l '' \ � VL 80 / EEDING MIXT URE TYFE ll ' J / GCS FOR ALL AREAS I �\ U1.S 1 Um�t U UU �.5/Vt Ul` \\ i \\v� J 3 11 l8 \ 1 AS till AS t QP DRI V/E J V �7 _ 5C 1AS FV J/ I \ ` '30 z VP _ \ XJ ' \ z `40 w � ` /M N JILDING-- 4 V JRN 1 N Y \v A � PROPOSE BOLLARDSI I \ T, I�URN, (SEE DETL) I f :, J 1 M TER I T,PP 25 C 800.83 5 G � G � ow �5 z-cx Oil II v 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD REVISIONS m BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO 2 12/08/05 PER TOWN COMMENTS GBS CONSTRUCTION. t 11/28/05 PER TOWN COMMENTS GBS 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION EY G 50 A //n 1 20 ` CAE L S 50 F.Y. _ rr� IV 5 50 `30 25 A /' I/r LB S / tG G I G—! G G W W 10 40 20 /V VP A llP GRAPHIC SCALE 40 0 20 40 Bo I ( IN FEET ) 1 inch = 40 ft. l -- 100 VT 40 I � � EX. �- - —E — ti TOWN LINE SOUP%WINDSOR / �" EAST HARTFORD 195.70' -b/ — EX. HYDRANT —S VALVE - - EX. GAS VALE CHDV0`°' y STREET SIGN 4p,TC� OWNER/APPLICANT: STOP SIGN 2 1 DST OUTPUT,INC. 3 125 ELLINGTON ROAD SOUTH WINDSOR, CT 06074 .... � � ... T�... MARK Tel. 860.291 • 8755 � Fax 860.291.8757 L�1�1MDOCG1PG �LQ�l ffl ,,esmign of esslols, MCC] civil engineers • planners surveyors DES/GN. RLB DRAWN MHA CHECKED: RLB landscape architects • gis • gps JOB NO.: 2222 DATE.• 9-8-05 165 South Satellite Road, South Windsor, Connecticut 06074 DRAW/NG NO.: 2221'222-L1-L4.DWG `30 SD RESURVEY PREPARED FOR: DST OUTPUT R25 liellelLsllN'lUJTON ROAD SOUTH WINDSOR9 CONN ECTIIC UT SHEET Lf 4 I WIRE OR CABLE SIZES SHALL BE AS FOLLOWS: TREES UP TO 65 MM (2 5 IN) CAI IPFR - 14 r.Allr_.F TREES 65 MM (2.5 IN.)_TO 75 MM (3 IN.) CALIPER - 12 GAUGE TIGHTEN WIRE OR CABLE ONLY ENOUGH TO KEEP FROM SLIPPING. ALLOW FOR SOME TRUNK MOVEMENT. PLASTIC HOSE SHALL BE LONG ENOUGH TO ACCOMMODATE 35MM (1.5 IN.) OF GROWTH AND BUFFER ALL BRANCHES FROM THE WIRE. TUCK ANY LOOSE ENDS OF THE WIRE OR CABLE INTO THE WIRE WRAP SO THAT NO SHARP WIRE ENDS ARE EXPOSED. INSTALL THREE GUY WIRES PER TREE, SPACED EVENLY AROUND THE TRUNK. 13 MM (0.5 IN.) DIAM. PLASTIC FLAGGING OR OTHER VISUAL PLASTIC HOSE MARKER ON EACH WIRE. GALVANIZED WIRE OR CABLE TWIST WIRE TO TIGHTEN. OPTIONAL METAL DRIVE ANCHORS TURNBUCKLES FOR TREES OVER INSTALLED PER MANUFACTURERS 150 MM (6 IN.) CALIPER. 750 MM (30 IN.) LONG WOOD STAKE. ALL STAKES SHALL BE DRIVEN OUTSIDE THE EDGE OF THE ROOT BALL ASSURE THAT THE BEARING SURFACE OF THE PROTECTIVE COVERING OF THE WIRE OR CABLE AGAINST THE TREE TRUNK IS A MINIMUM OF 12 MM (0.5 IN.). REMOVE ALL STAKING AS SOON AS THE TREE HAS GROWN SUFFICIENT ROOTS TO OVERCOME THE PROBLEM THAT REQUIRED THE TREE TO BE STAKED. STAKES SHAII RF RFMOVFn Nn IATFR THnn1 THE END QF THE noel GROWING SEASON AFTER PLANTING. TREES NORMALLY DO NOT NEED TO BE STAKED AND STAKING CAN BE HARMFUL TO THE TREE. STAKING SHOULD BE DONE ONLY WITH THE APPROVAL OF THE LANDSCAPE ARCHITECT IF IT IS EXPECTED THAT THE TREE WILL NOT BE ABLE TO SUPPORT ITSELF. THE FOLLOWING ARE REASONS WHY TREES DO NOT REMAIN STRAIGHT. o TREES WITH POOR -QUALITY ROOT BALLS OR ROOT BALLS THAT HAVE BEEN CRACKED OR DAMAGED. REJECT RATHER THAN STAKE. o TREES THAT HAVE GROWN TOO CLOSE TOGETHER IN THE NURSERY, RESULTING IN WEAK TRUNKS. REJECT RATHER THAN STAKE. o PLANTING PROCEDURES THAT DO NOT ADEQUATELY TAMP SOILS AROUND THE ROOT BALL. CORRECT THE PLANTING PROCEDURE. o ROOT BALLS PLACED ON SOFT SOIL. TAMP SOILS UNDER ROOT BALL PRIOR TO PLANTING. o ROOT BALLS WITH VERY SANDY SOIL OR VERY WET CLAY SOIL. STAKING ADVISABLE. o TREES LOCATED IN A PLACE OF FXTRFMFLY WINnY Onm lfwu CTAWWr AN ADIC NOTES 1. STAKE OR GUY TREES ONLY WHEN NECESSARY FOR SPECIFIC SITE CONDITIONS AND WITH APPROVAL OF OWNER'S REPRESENTATIVE. 2. TREE WRAP TREES ONLY WHEN NECESSARY FOR SPECIFIC TREES OR WHEN IT IS IMPOSSIBLE TO PLANT TREE WITH THE TRUNK ORIENTED IN THE SAME NORTH ORIENTATION AS IN THE NURSERY. TREE STAKING DETAIL TREES 75MM (3 IN.) CALIPER OR LARGER NOTE: FOR DETAILED REQUIREMENTS - RELATED TO THE PLANTING OF THE TREE IN THE IMPROVED SOIL, SEE "TREE PLANTING DETAIL." LOAMY SOIL TAMP SOIL AROUND ROOT 84L r' BASE FIRMLY WITH FOOT PRESSURE THE SO THAT ROOT BALL DOES NOT SHIFT. BACK FILL WITH EXISTING SOIL. IN SANDY LOAM SOILS, ADD 20% MAX. BY VOLUME COMPOSTED ORGANIC MATERIAL TO THE EXISTING SOIL. 1:1 SLOPE ON SIDES OF ' . PLANTING HOLE. • �"�^ UNEXCAVATED OR 2 TIMES COMPACTED MOUND BALL DIAMETER UNDER THE ROOT BALL TO PREVENT SETTLEMENT. LOAMY SOILS INCLUDE THE FOLLOWING USDA TEXTURAL CLASSIFICATIONS AND HAVE A CLAY CONTENT OF BETWEEN 15 TO 27%: LOAM, SANDY LOAM AND SILT LOAM. NOTE THAT SOILS AT THE OUTER LIMITS OF THE LOAM CLASSIFICATIONS MAY PRESENT SPECIAL PLANTING PLANTING PROBLEMS NOT ANTICIPATED BY THIS DETAIL. LOAMY SOILS ARE DEFINED AS GRANULAR OR BLOCKY FRIABLE SOILS, A MIXTURE OF SAND, SILT AND CLAY PARTICLES WITH A MINIMUM OF 1.5% BY DRY WEIGHT ORGANIC MATTER. THE SOL MUST NOT BE SO COMPACTED AS TO IMPEDE ROOT GROWTH OR DRAINAGE. THE SOIL STRUCTURE SHALL NOT BE PLATY OR MASSIVE, THE SOIL MUST BE TESTED FOR TEXTURE, DRAINAGE CAPABILITY, PH, AND NUTRIENT VALUES PRIOR TO DETERMINING PLANT SELECTIONS AND ANY ADDITIONAL SOIL IMPROVEMENTS. SOIL IMPROVEMENT DETAIL TREES PLANTED IN NON RESTRICTED SOIL CONDITIONS NOTE: THIS DETAIL ASS MES THAT THE AREA OF LOAMY SOIL AVAILABLE TO EACH TREE IS A MINIMUM OF 45 SQ. M (500 SQ. DO NOT HEAWLY PRUNE THE TREE AT PLANTING PRUNE ONLY CROSSOVER LIMBS CO-DOMINANT LEADERS, AND BROKEN OR DEALS BRANCHES. SOME INTERIOR TWIGS AND LATERAL BRANCHES 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. EVER SET TOP OF ROOT BAIL FLUSH TO GRADE OR 25050' (1-2 IN.) HIGHER IN SLOWLY D ING SOILS. THAT TOP 200 MM (8 IN.) -T•.Y�I rr� 100 MM (4 IN.) HIGH EARTH SAUCER ',�,'+'+" BEYOND EDGE OF ROOT BALL. 50 MM (Y IN MULCH. DO NO PLACE , ,' r , ,, r MULCH Illvv C%ACT WITH TREE TRUNK. �rrr� ���+I"71L �„ "REMOVE ALL TWINE, ROPE AND WIRE, AND MAINTAIN THE MULCH WEED -FREE FOR A MINIMUM OF ONE YEAR AFTER ',,','BURLAP FROM TOP HALF OF ROOT BALL PLANTING. T' IS SHIPPED WITH A WIRE BASKET AROUND OT BALL, CUT THE WIRE BASKET IN FOUR PLACES LD DOWN 200 MM (8 IN.) INTO PLANTING HOLE. NOTE: FOR DIMENSIONS OF ROOTED BALL ON UNEXCAVATED PLANTING AREAS, TYPES OF SOILAMENDMENTS, OR SOIL REPLACEMENT, AROUND ROOT BALL SEE "SOIL IMPROVEMENT DETAILS." BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOT BALL DOES NOT SHIFT. NOTES 1. NO MULCH WITHIN 3' OF TREE. PLEASE REFER TO INTRODUCTION AND USE CRITERIA PRIOR TO USING THIS DETAIL. TREE PLANTING DETAIL B&B TREES IN ALL SOIL TYPES NOTE: THIS DETAIL ASSUMES THAT THE PLANTING SPACE IS LARGER THAN 2400 MIA (B FT.) SQUARE, OPEN TO THE SKY, AND NOT COVERED BY ANY PAVING OR GRATING. 3' HIGH EARTH SAUCER (TYP.) 3' SHREDDED BARK MULCH REMOVE BURLAP AND TIES FROM TOP 1/3 BALL 1' SHREDDED BARK MULCH GROUND COVER BEDS COMPACTED SUBGRADE (TYP.) PLANTING SOI{{. MIXTURE (TYP.) DEPTH - 12* MIN.) BALL DIAMETER + 12' LA VOSlnii APE IVV T t5: 1. ALL EXISTING TREES TO REMAIN SHALL BE SHAPED OR PRUNED WITHIN THE NEW DEVELOPMENT AND ALONG THE PERIMETER OF CONSTRUCTION LIMIT AS REQUIRED BY OWNER'S REPRESENTATIVE. 2. DEBRIS AND DEAD, UNHEALTHY OR POORLY SHAPED EXISTING TREES SHALL BE REMOVED FROM WITHIN THE LIMITS OF CONSTRUCTION. 3. COORDINATE WITH OWNER'S REPRESENTATIVE FOR ALL EXISTING TREES TO BE REMOVED AND RELOCATED. 4. ALL AREAS 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 OWNER'S REPRESENTATIVE. ALL AREAS DISTURBED BY CONSTRUCTION AND NOT OTHERWISE PAVED OR RECEIVING A SPECIFIC SURFACING, SHALL BE SEEDED. 5. LAWN GRASS SEED MIXTURE: A. SEEDING MIXTURE TYPE 1 (LAWN AREAS): BLUEGRASS BLEND (3 VARIETIES) 50% OF MIXTURE CHEWINGS RED FESCUE 30% OF MIXTURE PEREI11N111AL RYEGRASS 10/0 OF MIXTURE CREEPING RED FESCUE 10% OF MIXTURE APPLICATION RATE: 4.50LBS. PER 1000S.F. B. SEEDING MIXTURE TYPE II (LOW MAINTENANCE) PERENNIAL RYF GRASS 11107' I V/0 nL- VI AAIVTI ITDC IVI/\ I UI\L_ CREEPING RED FESCUE 10% OF MIXTURE ALSIKE CLOVER 5% OF MIXTURE RED TOP 5% OF MIXTURE TALL FESCUE 70% OF MIXTURE APPLICATION F .TE: 5.00LBS PER 1,000 S.F. C. SEEDING MIXTURE TYPE III (SLOPES) TALL FESCUE 50% OF MIXTURE BIG BLUESTEM 10% OF MIXTURE LITTLE BLUESTEM 20% OF MIXTURE INDIAN GRASS 6% OF MIXTURE LAIVCER PERENNIAL SWEE I PEA 4% OF MIXTURE ANNUAL RYGRASS 10% OF MIXTURE APPLICATION RATE: 3.50LBS PER 1,000 S.F. D. SEEDING MIXTURE TYPE IV (WILD FLOWERS), WHERE INDICATED SEE WILD FLOWER MIXTURE AND SEEDING RATES ON THIS SHEET. E. FOR TEMPORARY SEEDING MIXTURE AND SEEDING RATES, SEE EROSION CONTROL DRAWINGS. 6. SEEDING PERIODS: SPRING- MARCH 15 TO JUNE 10 FALL- AUGUST 1 TO OCTOBER 1 7. SEEDING AREAS TO BE HYDROMULCHED WITH CONWED 3000 OR APPROVED EQUAL AT THE RATE OF 1200 LBS. PER ACRE. 8. ALL TREES AND SHRUBS SHALL MEET THE AMERICAN STANDARDS FOR NURSERY STOCK, ANSI, Z60.1-2004 BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION. 9. PLANTING SEASONS: SPRING- MARCH 15 TO JUNE 10 FALL- SEPTEMBER 15 TO NOVEMBER 15 10. PLANTI�;G SEASON VARIANCE: IF SPECIAL CONDITIONS EXIST TO REQUIRE PLANTING OUTSIDE THE ABOVE SPECIFIED DATES, THE CONTRACTOR SHALL SUBMIT IN WRITING FOR PERMISSION BY THE OWNER'S REPRESENTATIVE. ANY VARIANCE IN THE PLANTING SEASON WII L NOT AFFECT THE REQUIRED ONE YEAR PLANTING GUARANTEE PERIOD. 11. SUBSTITUTION OF PI ANTS WILL NOT BE PP_P �AITTED I INH E55 APPROVED IKI A1DVVI\171NG BY THE OWNER'S REPRESENTATIVE. 12. PROVIDE A MINIMUM OF 12" OF PLANTING SOIL MIXTURE IN ALL PLANTING BEDS. 13. PLANTING SOIL MIXTURE (BY VOLUME) SHALL BE EQUAL TO: A. BARK MULCH- 10%-12% B. COURSE SAND- AS NECESSARY C. CLAY LOAM TOP SOIL- AS NECESSARY D. SOIL AMENDMENTS- AS RECOMMENDED BY TESTING SOIL MIXTURE SHALL CONTAIN THE ABOVE TO ACHIEVE THE FOLLOWING GRADATION RANGE: A. GRAVEL -LESS THAN 10% B. COARSE/MEDIAN SAND- 55%-657. C. FINE TO VERY FINE SAND- 15%-35% D. SILT- 10%-20% E. CLAY- 15%-20% 14. 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). B. FERTILIZER SHALL BE OF A FORMULA INDICATED OR AS MODIFIED BY REQUIRED SOIL TESTING BY A CERTIFIED LABORATORY. FERTILIZERS SHALL BE A MINIMUM OF 50% ORGANIC SLOW -RELEASE C,,,IVIPOSITION. C. LAWNS: -100 LBS. OF LIMESTONE PER 1,000 S.F. A MAXIMUM OF 50 LBS. PER APPLICATION ALLOWED. -APPLY LIMESTONE IN A MINIMUM OF TWO (2) APPLICATIONS PRIOR TO FINISH GRADING. -INCORPORATE LIMESTONE INTO TOP 4 INCHES OF TOPSOIL WITH EACH APPLICATION. -INCORPORATE 0-46-0 FERTILIZER AT THE RATE OF 10 LBS. FLR 1,000 S.F. INTO TOP 4 INCHES OF TOPSOIL PRIOR TO FINISH GRADING. -INCORPORATE 5-10-5 FERTILIZER AT THE RATE OF 20 LBS. PER 1,000 S.F. INTO TOP 4 INCHES OF TOPSOIL AFTER FINISH GRADING. D. TREES: -10 LBS. OF LIMESTONE PER 100 S.F. OF ROOT AREA PER TREE.(NO LIME FOR EVERGREEN TREES) -APPLY LIMESTONE PRIOR TO TREE INSTALLATION. -INCORPORATE LIMESTONE INTO TOP 4 INCHES OF TOPSOIL WITH EACH APPLICATION. -INCORPORATE 10-10-10 FERTILIZER AT THE RATE OF 0.50 LBS. PER 100 S.F. FOR EVERGREENS AND 1 LB. PER 100 S.F. FOR DECIDUOUS TREES INTO TOP 4 INCHES OF SOIL AFTER PLANTING. E. DECIDUOUS SHRUBS: -10 LBS. OF LIMESTONE PER 100 S.F. FOR INITIAL APPLICATION. -APPLY LIMESTONE PRIOR TO FINISH GRADING. -INCORPORATE LIMESTONE INTO TOP 4 INCHES OF TOPSOIL . -INCORPORATE 10-6-4 FERTILIZER AT THE RAT1- OF 1 LBS. PER 100 S.F. INTO TOP 4 INCHES OF TOPSOIL PRIOR TO FINISH GRADING. F. EVERGREEN SHRUBS: -NO LIMESTONE FOR INITIAL APPLICATION. -INCORPORATE 5-10-5 FERTILIZER AT THE RATE OF 0.50 LBS. PER 100 S.F. INTO TOP 4 INCHES OF TOPSOIL PRIOR TO FINISH GRADING. G. PERENNIALS/GRASSES: -10 LBS. OF LIMESTONE PER 100 S.F. FOR INITIAL APPLICATION. -APPLY LIMESTONE PRIOR TO FINISH GRADING. -INCORPORATE LIMESTONE INTO TOP 4 INCHES OF TOPSOIL. -INCORPORATE 5-10-5 FERTILIZER AT THE RATE OF 4 LBS. PER 100 S.F. INTO TOP 4 INCHES OF TOPSOIL PRIOR TO FINISH GRADING. SUPPLEMENT SAME RATE IN 6-8 WEEKS FOLLOWING INTIAL PLANTING OF PERENNIALS/GRASSES. 15. EXISTING WETLANDS ACCIDENTLY DISTURBED DURING CONSTRUCTION SHALL BE ROTO-TILLED TO A MINIMUM DEPTH OF 4 INCHES AND RESEED EU/REPLANTED WITH NEW ENGLAND WETMIX OBTAINED THROUGH NEW ENGLAND WETLAND PLANTS, INC., AMHERST, MA. 16. EXISTING LANDSCAPE AND LAWN IRRIGATION SYSTEM TO BE COORDINATED WITH NEW CONSTRUCTION OF BUILDING ADDITION AND NEW PLANTINGS. 000DINATE WITH OWNER AND THEIR LANDSCAPE AND IRRIGATION CONTRACTOR FOR ANY MODIFICATIONS NECESSARY. SHRUB PLANThNG NOT TO SCALE Ii x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS N w LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE o 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. 2 12/08/05 PER TOWN COMMENTS GBS 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 11/28/05 PER TOWN COMMENTS GBS RICHARD L BOSTON IMPRESSION SEAL AND ORIGINAL SIGNATURE LIC'=NSED LANDSCAPE ARCHITECT OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY CONNECIICUT LICENSE NO. 568 WILDFLOWER MEADOW MIXTURF 1. MEADOW MIXTURE SHALL BE EQUAL TO NEW ENGLAND WILDFLOWER MIXTURE AVAILABLE THROUGH NEW ENGLAND WET PLANTS INC AMHERST MASSACHUSETTS (413-256-1752). ALTHOUGH THE MIXTURE INDIVIDUAL PERCENTAGES WILL VARY SLIGHTLY THE MIX INCLUDES THE FOLLOWING SPECIES: MEADOW FESCUE FESTUCA PRATENIS LANCE -LEAVED COREOPIS COREOPUS LANCEOLATA LITTLE BLUESTEM ANDROPOGON SCOPARIUS PARTRIDGE PEA CHAMAECRISTA FASCILATA INDIAN GRASS SORGHASTRUM NUTANS ROUNDHEAD BUSH COVER LESPIDESA CAPITATA WILD BLUE LUPINE LUPINUS PERENNIS BLACK-EYED SUSAN REDBECKIA HIRTA PURPLE CONEFLOWER ECHINACEA PURPUREA CANADA WILD RYE ELYMUS CANADENSIS OX-EYE SUNFLOWER HELIOPSIS HELIANTHOIDES CANADA GOLDENROD SOLIDAGO CANADENSIS NEW ENGLAND ASTER ASTER NOVAE-ANGILAE BLUE VERVAIN VERBENA HASTATA BEARD TONGUE PENSTAMON DIGITALIS SHOWY TICK -TREFOIL DESMODIUM CANADENSE BUTTERFLY MILKWEED ASCIEPIAS TUBEROSA COMMON MILKWEED ASCIEPIAS SYRIACA GRASS -LEAVED GOLDENROD EUTHAMIA GRAMINIFOLIA ZIG-ZAG ASTER ASTER PRENANTHOIDES BUSH CLOVER LESPEDERA BICOLOR VVILD BERGAMOT MONARCIA FISTULOSA I ANM�r.APF P! ANITINIr �rI�P-ni II F I- i L_ I % 1 v 1 1 I v v %.J \_/ I I I. L/ l/ L_ L- QTY. KEY BOTANICAL NAME COMMON NAME SIZE FOR WILDFLOWER/GRASS AREAS, WILDFLOWER MIX TO BE USED WITH PERENNIAL RYEGRASS AT THE FOLLOWING BLEND: WILDFLOWER MIX: 2 OZ. PER 1000 S.F. PERENNIAL RYEGRASS: 1 LB. PER 1000 S.F. TYPE REMARKS: PLANTS AT MATURITY MEL.;2 5 AR ACER RUBRUM 'FRANKSRED' RED SUNSET MAPLE 2"- 21/2" CAL. B&B PLANT AS SHOWN (75'HT-40W) 2 AS ACER SACCHARUM 'GREEN MOUNTAIN' 'GREEN MOUNTAIN' SUGAR MAPLE 3" CAL. B&B PLANT AS SHOWN (75'HT-40W) 8 AG AMELANCHIER CANADENSIS,VAR. 'AUTUMN BRILLANCE' SHADBLOW 8'-10' HT CONT. SINGLE -STEM (20'HT-15V 8 CK CORNUS KOUSA KOUSA DOGWOOD 11/2"-2" CAL. B&B PLANT AS SHOWN (20'HT-20'W) 4 MS MALUS 'SPRING SNOW' SPRING SNOW CRABAPPLE 2" CAL. B&B PLANT AS SHOWN (20'HT-20'W) 11 PA PLATANUS X ACERFOLIA 'BLOODGOOD' 'BLOODGOOD' LONDON PLANETREE 3" CAL. B&B PLANT AS SHOWN (70'HT-60'W) UNIFORM PLANTINGS IO PC PYRUS CALL ERYANA ARISTOCRAT PEAR 3" CAL. B&B PLANT AS SHOWN (30'HT-20'WI) BSMEEN TREES I3 I AF I ABIES FRASERI FRASER RR 7'_R' uT RAOR vwls 101 AMT AC Cunu"ml I VI141 ,%%a V11v WTV% /A=1u-r_nm1uA `Td 111-GJ nJ 2 PG PICEA GLAUCA WHITE SPRUCE 6' HT B&B PLANT AS SHOWN (40'HT-15'W) 8 PN PINUS NIGRA AUSTRIAN PIP1- 5'-6' HT B&B PLANT AS SHOWN (60'HT-30'W) 3 PN PINUS NIGRA AUSTRIAN PINE EXISTING SPADE RELOCATE (60'HT-30'W) 1 PP PICEA PUNGENS 'GLAUCA' COLORADO BLUE SPRUCE 6'-7' HT B&B PLANT AS SHOWN (80'HT-40'W) ,SLLL�LIBS 4 CAE CORNUS ALBA, VAR. VARIEGATED DOGWOOD EXISTING B&B RELOCATE 6' O.C. (6'HT-6'W) 5 CAE CORNUS ALBA, VAR. VARIEGATED DOGWOOD 24"-30"' HT B&B 5' O.C. (6'HT-6'W) 8 CS CORNUS SERICEA REDOSIER DOGWOOD 2'-3' HT CONT. 6' O.C. (6'HT-6'W) 10 IV ILEX VER11CILLATA 'SPARKLEBERRY 'SPARKLEBERRY WINTERBERRY EXISTING B&B RELOCATE 8' O.C. (10'HT-1O'W) 5 JH JUNIPEROUS HORIZONTALIS,VAR. PRINCE OF WALES JUNIPER 18"-24" SPRD CONT. PLANT AS SHOWN (12"HT-6'W) 12 RCP RHODODENDRON 'CATAWBIENSE 'PINK' CATAWBIENSE PINK RHODODENDRON 24"-30"' HT CONT. PLANT AS SHE,,v'N (8'H7-8'W) 7 VDP VIBURNUM DENTATUM GROU MOVERS NORTHERN ARROWOGD 18"-24" HT CONT. 5' O.C. (1O'HT-1O'W) 2 CA CALAMAGROSTIS X ACUTIFLORA, VAR. K. FOERSTER FEATHER REED GRASS #2 CONT. AS SHOWN (5'HT-2'W) 7 PA3 PENNISETUM ALOPECURIODES 'HAMELIN' HAMELIN FOUNTAIN GRASS #1 CONT. 24" O.C. (3'HT-2'W) Tel. 860.291 • 8755 Fax 860.291.8757 C pesign , ofessionah, inc.- m civil engineers • planners surveyors landscape architects • gis gps 165 South Satellite Road, South Windsor, Connecticut 06074 DESIGN: RLB DRAWN.• MHA I CHECKED: RLB ,lo,6 No.: 2222 DATE• 9-8-05 DRAWING NO.: 2222/2222-L5. DWG PREPARED FOR: DST OUTPUT SOUTH WINDSOR OWNER APPLICANT: DST OUTPUT,INC. 125 ELLINGTON ROAD SOUTH WINDSOR, CT 06074 cCONN ECTU CLYr L5 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO GRAPHIC SCALE CONSTRUCTION. '0 0 20 40 2 12/08/05 80 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 11 28 05 PER TOWN COMMENTS GBS IMPRESSION SEAL AND ORIGINAL SIGNATURE / / PER TOWN COMMENTS GBS ( OF THE PROFS SIONAL ENGINEER/SURVEYOR. W FEET NO. I DATE DESCRIPTION BY 1 inch = 40 ft. Tel. 860.291 • 8755 Oes' Fax 860.291.8757 orofassionalso inc, no civil On6ineers • planners surveyors landscape architects • gis • gps 165 South Satellite Road, South Windsor, Connecticut 06074 LIGHTING NOTES 1. L/GH77NG FIXTURES (BS) EX/S77NG BOLLARD 'tIGHT, 7OW METAL HALIDE (MH), SOVARE,42' H; 7HE MCGRAW--ED/SON S£RI S BY COOPER L/GHTNG, COLOR • COOPS (SA) EXIS77NG LIGHT, POLE-MOUNIFn I nnnw iic-rw. _ —1 •0--wrr me /nL n"#fj jL/C (Mfl/ GDOP W/ R5 DIS7R/BU770N, 39' POLE. ON 24" CONC. BASE. (SB) EX/S77NG LIGHT,POLE-MOUN7Tt7, 40OW METAL HALIDE (MH) COOPEI W/ R3 D/S77?18U770N, 23' POLES ON 24" CONC. BASE. (SB-1) PRE--nSED POLE MOUN7FD LIGHT, 40OW METAL HALIDE (MH) CO( W/ R3 DIS7R/BU770N, 23' POLE ON 24' CONC. BASE: (SC) EX/SANG LIGHT, WALL-MOUIV7F0, 25OW METAL HALIDE (MH) COOPE! MCJNTED 20' ABOVE FIN/S Y fZ,OOR (SD) EX/SANG DOOR LIGHT, WALL -MOUNTED, 7OW METAL HALIDE (MH) CC MOUNTED 10' ABOVE FINISH FLOOR. (SD-1) PROPOSED DOOR LIGHT, WALL-MOUN71F0, 7OW METAL HALIDE (Mh! MOUNTED 10' ABOVE f7NISH FLOOR. (Sr) E)ISTING WALL -MOUNTED LIGHT W/ BUILDING ARM MOUNT, 250W ME L/GHIJNG, W/ R3 D/S7R/BU770N, M0UN7ED 20' ABOW RN/SH GRADE. (SF-1) EXIS77NG WALL -MOUNTED LIGHT WIBUILDING ARM MOUNT, 250W 1 COOPER LIGHANG, W/ R3 D/STR/BU770N, TO BE RELOCA7ED. MOUI (SF-2) NEW WALL -MOUNTED LIGHT W/ -7UILD/NG ARM MOUNT, 25OW META COOPER LIGHTING, W/ R3 D/STR/BU770N, TO BE RELOCA W MOUN 2. LIGH77NG RVURES AND POLES 70 B£ COLOR. COOPER SrL VER. 3. 7HE SQUARE TAPERED POLE, MODEL DS220, s)YALL BE 7NE OUTPUT mr-mi BY VALMONT /NDUVR/ES: COLOR. COOPE7? S/L VFR. 4: WALL-MOUMVIEE0 LIGHT F/XIURES 7o 9E COLOR.• BLACYI. 5. ALL NEW FTX7URES SHALL BE FULL CUT-OFF LUMINAIRES W# 7H NO LIGHT E 70 NADIR. 8. ALL EXIS77NO F/X77/RES S)yALL REAfA/N UNLESS 07NE7��1'SE N07ED DOOR LIGHT COOPER SD-Ml —:) 70H WALL-MOUIVTED LIGHT N. T. S ANCHOR PLATE POLE BUSHING 1 ,� (ANCHOR BOLTS NO. ANp PLAN TYPICAGL)PER MANUFACTURER HAND HOLE PATH GASKET ED COVER 0 TERMINATE I B BARE COPPER FLANGE COVER ON GROUND 4UG INSIDE POLE BUSHING ANCHOR BOLTS AS 1• CHAMFER I ANCHOR PLATE RECOMMENDED BY THE LIGHT POLE WEEP HOLE MANUFACTURER 116 BARE COPPER 24• GRADE CONCRETE BASE -_- GROUND CLAMP 30' REBAR REFER TO REFER TO NOTE 3 NOTE 3 CONDUIT GROUND ROp I_ REFER TO__I f NOTE 3 �l NOTES' 1. MAINTAIN 3' CLEARANCE BETWEEN GROUND ROD AND REBARS AND/OR TIES 2. POLE BASE BY GENERAL CONTRACTOR. 3. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL REQUIREMENTS OF POLE 13ASE POLE BASE DETAIL NOT TO SCALE LO0LI LI U 9U V u I!' Lli z1Ll V DESIGN, RLB DRAWN.• MHA CHECKED.- RLB JOB NO.: 22.22 DRAWING NO.: DATE.• 9-8-05 LP. DWG 3" SQUARE TAPPERED TUBE POLE SOU RESURVEY PREPARED FOR: DST OUZpr77 MUM WUND,90rp M u a a m w ------- r cd n! o � N bA 0 (D ------ Q NOT TO 50ALE FAR"i"IAL FLOOR PLAN SCALE: in6° , r-o° _--.--------------^-----^----------------------- -------- ---^-- '---- '--------- ^------' ----- —�. �. ^ ___------ ---------------------- ___- ------ ------ - - _----__ -o _ _ it I 1 I -i 14 t I t I I III I I t I I I itI I I I I I III I I t, UI I I I I I I { I,I I I I I II I { 1 I I I I it -- - - - - -- - - - -I- - - - - - I - - - - -- 1 - ' - -- t _ --- + 1 , ~� til �j I I I ► �{ I I I I f I 1 I .. t 1 I 11 I I VI _ I _ _ _ _ -— 1 11 I II't20P05D IN17U5TRIAL 11t ADDITIONit 'I 1 H �1 { I I I I ( UI I I I j I I Ij 1 I i I I 1 i I I I j j j 5 I I t 1 :1 1 f II 1 1 I 11� I I I t I 1 f-- ---- 11 1 j I I I ❑ I t III I i u 1 1 I r— { ® 1 1 1 - - - - - - - - - - - - 0 0F0 I I I Ot I 0 �- - - MOGATO OI ICI5. COORD. REWN L Cf EXISTIM EMIPMENT. --- I I 1 I I , I 1 1 I 11 I_N 401-011 40t-0N V-01 A01-011 0' 0" 4^,-ON 40t ^N 1-yN It 'iV 'V "R/'V _ 'N 'V 'V JJ (WH) CxCx CDP) CC 5;5 AA A NORTH CAPITAL art.hitects LLC 1379 MAIN STREET EAST HARTFORD Cr. 06108 860.289.3262 fax 860.289.3163 date 305EPT05 drawn JRp/pM scale /t5 NOTED checked PM project no. 0540 A 0 Ito I NOT TO 5,AI..P PARTIAL FLOOR PLAN SCALE: 1/ " = V-011 II lJl 1 I I II I I I I I I Ff I""` vowu 1 11 O O I 1 Lunn vo.uu l i 1 a 1( II { { H Inil III vl u l i u O O 1L RIF LI --.I H JAM== Q 318V1 h a o a a El s � 3'10V1 I� pig ® 2� 1 ® ED ED f � a 310V1 o o D o p=j a im - � � R and MXATE �o o 0 o a r O O Y O o O 4 NE { OIL DOM LOADING DUCK BA 5 O O o O O 4 )lIIDIQ o� o� �-Q °c __J PRCfo%D RETAINM WALL. S� o� o L__ L Lu V711�7 1-O LI G11 w 11 D 4 :D3 M .A v a a ci TOP OF WALL ELEV 140'-101/2" p V 0 CD eo n, 0 V 5OUTH Ek (13) (6) l il) t� (;Y_,_� w A /IffpTT - REZE 14 PRECAST WALL PANELS FROM EAST WALL AT LINE 8 EN PANE, REUSE 8 PRECAST hIALL PANELS FROM EAST MLL AT LINE 8 4 NEW PANELS TOP OF WALL 140-101/2" TOP OF WALL LINE C` RC` OTT&Z SIDE OF 128'-0' AT EAST SIDE , Q TERIOR ELEVATION SCALE: 1/16" = 1'-o" SCALE: 1116" - 1 `-o" re -A nn � NEW PREF1113. INSULATED METAL PANEL BEYOND TO MATCH EXI5T; NEW MECHANICAL ROOF SCREEN. TOP OF WALL 140-10 I/2' NEW CORNER PRECAST PANEL NEW BVILDING ADDITION - WILL ExiSTING BUILDING x REUSE 21 PRECAST WALL PANELS FROM 50U1'H WALL AT LINE E-E EX15T. METAL PANEL 5101NG TO REM] . RENK)YE 1~X15r. CORNER PANS.. T3 F-1 9 iI Ix / 71 .. .• ... , ' 17 RELCXATE EXI5T. LIGHT FIXTURE. EX15T. RELOCATED PRECAST PANEL WITH PAINTED HX DOOR; FW 11 E aid HARDWARE. ,a x v �. T7JJ.V Y`I WALL SECTIONS AL.ts 4P NU 1 17-U o v O� 305EPT05 JRPIPM A5 NOTED PM 0540 NOT TO 5GALE PARTIAL ROOF PLAN �c..ALt:: NORTH 0 ITSJmng � c KEYPLAN WT i0 SCALE 1 mw,� WL.Nwc , SCALE: Wo" = P-0" �f Pf I NORTH