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Home My WebLink About05-62P_DST OUTPUT SITE PLAN MODIFICATION_ELLINGTON ROADnr=4TL -, rn) NN NN(P-17 fl AL 14 L.; �LL 91f�1_D ■ sucoaeeors to Petersen & Hoffman ■ esign rofessionals, Inc. civil engineers • planners • surveyors landscape architects • gig • gps 165 South Satellite Road South Windsor, CT 06074 999 Farmington Avenue West Hartford, CT 06107 (860) 291-8755 FAX (860) 291-8757 www.doslgnprofenionalsinc.com II., aeo � 4 l "y TRAFFIC ASSOCIATES PLANNING • ENGINEERING • DESIGN 270 Amity Road Suit* 130 Woodbridge, CT 06525 (203) 397-3600 FAX (203) 397-3642 CAPITAL STUDIO architects LLc 1379 MAW SIRERr EAST IARITORD CT. 06708 860.289.3262 fax 860.289.3163 THESE DIRV4NINSS ARE THE PROPERTy or - PREPARED SPECIFICALLY F OMER/A 1 PLICANT FOR THIS Pi'ROJECT.TTHEY ARHAVE E TO BE USED FOR ANY OTHER PURPOSE OR BY ANY OTHER PERSON OR PERSONS NOR REPRODUCED IN ANY MANNER WITHOUT THE EXPRE55 MITTEN PERMISSION OF DE51C PROFESSIONALS, INC. THESE PLANS ARE INVALID UNLESS THEY BEAR THE ORIGINAL SIGNATURE AND IMPRESSION SEAL OF THE PROPE5510MAL ENGINEER OR SURVEYOR. THIS SURVEY AND MAP HAVE BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-30OB-1 THRU 20-30OB-20 OF THE REGULATIONS OF CONNEC11CUT 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 EDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 12882 RICHARD P. MARTEL LIC. No. I DST REAL' 333 WEST E KANSAS C TEL. SI7cE M OO � T -D-) TENANT DST Output, Inc. 333 WEST ELEVENTH ST., SUITE 101 KANSAS CITY, MISSOURI 64105 TEL. (916) 939-5719 FEB 2 4 2006 r 0 OP PLAN IML ki lil r I L;.Al ' 1. 1 10 Al P 7 T n--P Tu7 �\- Dj �U'j j I LF U V 7 7 7,q-)Nr,, 7 Trzz�\ rn irzz:�\ Tfzz�) \Y/\V/ i L e. LNN Luj 6D UU A KIEY MAjf C= DATE (L UU NN NN 1(UT U 0 �' C --1 er, 1-291 CORRIDOR 0 MAP LOT N lf- ABUTTER LIST 5 14 111 FARM BROOK at. MCGU/RE ASSOC., LLC. 15 111 FARM BROOK LM DBB MANAGEMENT 16 161 CARRIAGE DR. MANCHEST£R 06040 MCK£E, JOHNSON /. 17 18 3-2 FONC/NE LN Q£R/01 SAL/H & ZYMR/✓E ROOS ✓OHN FITCH BLV. CONNECT/CUT, STATE OF 19 L002 ELLINGTON RD. CONNECT/CUT, STATE OF 20 21 100 ✓ACOUES LN L003 £L/NGTON RD. FARINA _ e;v,TunA/Y A A WORE, DON or 22 R006 JOHN F/TCH BL K CONNECTICUT, STATE OF 23 R007 ✓OHN FITCH SL V CONNECT/CUT, STATE OF 24 28 L004 ELLINGTON 250 BURNHAM ST. CONNECT/CUT, STATE OF 29 230 BURNHAM ST. MEYER GAGE COMPANY /NC. MEYER GAGE COMPANY INC. 30 3f 230 BURHNAM ST. MEYER GAGE COMPANY INC. 9 G WEST LN. SLOOMF/ELD, CT 06002 GLASSMAN, ABRAHAM & BEVERLY TRUSTEES 34 39 SPIELMAN RD. SPIELMAN, ARTHUR F. & REVOCABLE TRUST C/O PR/OR JANET S. TRUSTEES ETAL 35 3 GLEN HALLOW OR. TONUCCI, R/CHARD L. & BERNIC£ A. FARMINGTON, 06032 36 3 GLEN HALLOW DR, FARMINGTON, 06032 TONUCC/, R/CHARD L. & BERN/C£ A. 37 PO BOX 53 MOBIL OIL CORPORATION C/O 6 1 HOUSTON, TX 770010051 EXXON PROP. TAX Dw 2 L005 ELL/NGTON RD. CONNECT/CUT, STATE OF 3 R020 ELLINGTON RD, CONNECT/CUT, STATE OF 104 A NORTHPORT AVE BRADLEY, MORGAN J. JR. LIVING TRUST & B£LFAST, ME 04915 BRADLEY MORGAN ✓ & MAR/E L TRUSTEE 4 333 WEST IITH ST DST REALTY CT, INC KANSAS CITY, MO 64105 7 164 SCHOOL Sr CORNEAU, KENNETH F. E. HARTFORD 06108 14 55 AIRPORT en, ATTIC• ANN CALAFIORE w,rucr ,q$JOG%f7TES HARTFORD, CT 06114 17 18 366 BURNHAM ST. 150 BOLTON RD. CARDON£, SAMUEL ✓. MAULUCC/, DOM/N/C A. & MARGAR£T J BOLTON, 06043 19 350 BURNHAM ST. BOGL/, SUSAN M. & ✓OHN ✓. 20 338 BURNHAM ST. COUGHLIN, DENNIS J. & MARYANN C. 21 328 BURHNAM ST. COUGHLIN THERESA B. 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 FITCH BLV CONNECT/CUT, STATE OF 13 26 1540 SULLIVAN AVE. TOWN OF SOUTH WINDSOR I 151 8 L012 811RHNAU ST. CONNECT/CUT, STATE OF Zoning B431a Block ZONE: 1-291 CORRIDOR DEVELOPMENT ZONE (CD) iTEM REQUIRED ALLOWED � (CD) PROVIDED Lot Area Lot Width 5 acres 300 ft. min. 50.57 acres**** 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 CALQULATIONS, OFFICE SPACE: 61,240 0 4/1,000 SQ. FT. = 244.96 SPACES INDUSTRIAL: 178,827 0 1/700 SQ. FT. = 255.47 SPACES WAREHOUSE: 61,330 0 1/1,250 SQ. FT. = 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 1. LANDSCAPE CAI CI11 ATIONS• 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. (15.607.) 1 2 3-6 7-10 11 12 L1— L5 LP1 Al—A6 SHEET INDEX COVER SHEET N KEY MAP 100" SCALE INDEX PLOT PLAN TOPOGRAPHIC PLAN SOIL EROSION & SEDIMENT CONTROL PLAN DETAILS SHEET LANDSCAPE PLANS LIGHTING PLAN ARCHITECTURAL PLANS oh-j- "�oi�Jati_ DATE: SEPT. 2005 REV. 11 /28/05 REV. 12/08/05 WINDS, FLANKINGgas JOB: 2222 DRAWN: RAM SHEET 1 . :.(3,___.� �-�. .._,•'!1(lP�Di£'�iK�'TS�'3"'3...+r< / /i&0 P �° DENIAL OF INGRESS AND EGRESS N /F / /tip %,• �.�� 6?8'41"E STATE OF CONNECTICUT 683 U IT 20• s.Y. EXISTING POND \ \33b., y a 00, LW EASEMENT FOB HIGHWAY PURPOSES \ - - �\ D MON. IN IN FAVOR OF '(FIE aIATE OF COENECRgiT 19.61 / \ A-=01'13'3 �/' / /\ �,� CHD :36 E%rMAIC� \ / T=14.62' I I� / IX CRD.SSINGSSINC SHp ,•.I: / , LEGEND 0 EXISTING IRON PIN o EXISTING MONUMENT EXISTING LIGHT POLE -�- EXISTING SIGN C'O-> 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 F 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 SHEETS .4 RXI A=04'37'55" A=12'13'14" R=1366.35' / / E' I (0.12' SOUTH & 0.39' EAST / R=1366.35' L=110.46' OF CORNER) / y L=291.63' T=55.26' / T=146.37' b-J BQ7 N)0S9 Sryyy\ \ CH=291.07' CH BEARING S41'42'11 "w / �� P*D► r� (SEE NOTE 6) 00 h A=01'54'05" D0 MIN. R=1366.35' M L=45.34 T=22.67'Q%P. # IX. PETRO PIPE Sill -H �! �LE� D MC.:, fA 1 .IODii- 1• � � IP.ON FEE 2 MAPLE �.? SW TH M3TALL NANDIDM 9p1 , 1 / '-ORNER) AND PAVD KARNM =1 f t �. (PHASE I) / 41 _ I) �- _ EHSIND 1 +�J1 1 Lam--- C Ci C IX. PEjR)O PIPE SIGN � E%. 1 EVERCftEEN lif � � � L#�--'Jy'•-//j -'' - IX. MAILBOX /._- /% IX. 24' MAPLE �+i y. ^a &MIN ".- A 105 / LF M PVC / / / D LF'� ' 399.71• J REMOVE D)LTST. WALL 'EX. LOADING REMOVE E)OST. CONQ RAMP DOCK ' IX. 24' MAPLE RI, MIP PDST 5a-O 01'0 ' /EXIST. JOGGING PATH �LL � RAMP. / � � a DAY 1AADN0 / R= 62. / L= 04. 00 LP. TRFNCH DRAM EXIST / ING BUILDING TOP DRAIN ELL". anew T 52. INV. OUT / FF=62.83 PROP. COND. PAD /IX. JUNC pN RTE. 5 SIG /� a' PAD r7' / / N RAILROAD D TRANSFORMER PA / CROSSING / / SIGN / / Q Ex. uoacOG I TRANSF RM PAS I EXIST. NERATOR BUILDING / FF:62.3 p IX. AIR HANDUNC I�S W SYSTEM EX CONC. .-.._ 20' wy- t\ Z- I. 311 • ' O' E%. 2' PI +,++W (0.81' WE IcxA� S82'29440.12' SOI TH U OF CORN N /F MEYER GAGE COMPANY, INC. 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-�UT;••IN URNHAM STREET - - - - - - - - SOUTH WINDSOR, CONNECTICUT BY DESIGN PROFESSIONALS, IN0._,1OB-N0 98--1-1-157-DATE-"16=15-1999; SCALE 1 "=50'. x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIL- 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 IMPRESSION SEAL AND ORIGINAL SIGNATURE GBS OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY / QADE R /EpSi. TA"ND WMJ I I� ' INSTALL TRAP HOOD I (INSTALL TRAP HOC.O AD BIT DRIVE _zs' / cuaNT PI y� EX. MEADOW CURD. SAIICUT PAVEMENT, SEAL PROPOSED JOGGING L OOND. OAS (1W.) JOGGING PATH cN,r- ' TC -Z - . CX / SHEETS 5 & 9 N O Ds j GO '� ff ) � N75 34.1,. I-291 36" BEECH TREE a O IN Er) 0 } yI 18' BEECH N TREE LP. 1.78' EAST OF 0 PROPERTY LINE 18BEECH O 7REE 7' BEECH TREE I !p N /F jt KENNETH F. CORNEAU 1 BEECH 00 CNI Lo TREE TREE O 1Y BEECH'''yjj��j 0 TREE J.PROPFRTY` 8' BEECH TREE P. 1.26' WEST I I IMF EXISTINC JOGGING 24' BEECH TREE TBEECH TREE T24"HE BEECH TREE BEECH. THE N77-38--,,7 24" BEECH TREE ry / BEECH 1WP CH TREE TREE THE / 15" BEECH SHEETS 6 & 10 ---T z ' 1 --PROP.PAD •^ ' I I P I R OSE ADD 11 N 43,316t S.F. F: 62.8300 , I �26X'"` I 8 95.9 LDI�IIINC WCR � � �_ -• -"� / 20' "DE g1AVE1 DRIVE \ 9NE NNDUS .y DONWEfE jl.' f _ Z EXISTING o # BUILDING � •P 0 20' UTILITY EASEMENT IN FAVOR OF H.B.F. LAND ASSOCIATES LIMITED PARTNERSHIP, / DST REALTY CONNECTICUT, INC. Qt / TOWN OF SOUTH WINDSOR 6' B TREE EXIST. JOGGING PATH-, /2" REBAR IP B" BEECH j TREE P N /F D OMINIC A. 8c MARGARET J. J MAULUCCI y� 20' S.Y. f /!f• /� n I.P. 2.62' NOR & g(r)I S86'29 53 IN 0.16' WEST OF 01 /' P. 0.50' WEST & /� 0.30' NORTH OF CORNER N /F THERESA B. COU HLN / T / / O no �0 EXIST. JOGGING PATH\ / 50' F.Y. I.P. G,6 Sou,H TOWN LINE SOUTH WINDSOR uxT \� / ,- .- - EY. 2' IRON P 8 + 195.70 PROPERTY CORNER - i - - - - EA S i HARTFORD � soo.s3' _ s8s_ ' 3"_v_� sss29'S3"-� = = BURJ 4STRfEET SIGN aIOP SIGN 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 civil engineers , Manners surveyors Bandscape architects • gis gps 165 South Satellite Road, South Windsor, Connecticut 06074 N /F DENNIS J. W MARYANN C. COUGHLIN INDEX MORET DESIGN. GBS I DRAWN.• MHA CHECKED. • RPM, JOB NO.: 2222 DATE.• 09-06-05 G 1 WING NO.: 2222 PL 0T PLAN SUSArN M. & JOHN J. BOGLI OWNER/APPLICANT: DST OUTPUT,INC. 125 ELLINGTON ROAD SOUTH WINDSOR, CT 06074 RESURVEY PREPARED FOR: SHEET DST OUTPUT US IE L1LRNGTON ROAD SOUTH WUNDSOR CONMCTICUT C� 1X NOTES: 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. i �tpW at., / 2. NORTH IS BASED ON NAD `83. @ c')- 6• An as -built plan is required prior to issuance of a Certificate of Occupancy per Section ��pW" ,r•c 8.1.11 of the Zoning Regulations. 3. TOTAL SITE ACREAGE = 2,202,995 S.F. 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 7. All plans used in the field by the developer must bear the stamp and authorized signature of c • ~ !� 50.57 Ac. �NOsox.�o`'`'� AREA CODE aso / 6442511 ;� - s�� I�(�'L �`;pZ.�� the Town of South Windsor. 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. OF074 4. SITE fS LOCATED IN ZONE X -AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOOD PLAIN PER oN`'� COMMUNITY PANEL #090036-0009-D REV. 2-23-01 OF THE FIRM FLOOD INSURANCE RATE MAP. 8. In accordance with State Statute (CGS §14-311), no building permits will be issusoa•cAREA CODE 860/644-2511 5. PROPERTY N/F RRAnI PY AAnI?rter eenl f io u � .,., CERTi � RT) mArr. therequiredState TrafficCommkginn non �.o; ,.:__� ed until FURTHER STIPULATED IN�VOL. 105, PGV336 OF�THEcSOUITHKWINDSORFLANOLSS RECORDS. -- •1L 9. The building street number must be included on the final plan. November 2, 2002 6. CURVE IS NOT TANGENT. November 29, 2005 10. Pavement markings must be maintained in good condition throughout the site drives and Certified #70020460000197444323 parking areas, AP REFERENCES: DST Output Expansion (Phase III) Design Professionals, Inc. 333 West Eleventh Street 11. All free standing signs and/or building signs require the issuance of a sign Attn: Galen Semprebon they are awed. gn permit before 1. PROPERTY SURVEY RESURVEY PREPARED FOR DST REALTY, INC. BURNHAM STREET, Suite 10I Road SOUTH WINDSOR, CONNECTICUT BY DESIGN PROFESSIONALS, INC. JOB NO: 98-1115; Kansas City, MO 64105 / / 165 South SatelliteRoad DATE 1 /2001; SCALE 1 "=100'. 12. The Town Engineer's review comments dated November 18, 2005, must be addressed to South Windsor, CT 06074 Dear Madam/Sir: the Town Engineer's satisfaction.2. / BOUNDARY SURVEY PREPARED FOR DST REALTY, INC. ELLINGTON ROAD, / RE: Appl. #05-62P - DST Output - 125 Ellington Road, I-291 Corridor Development SOUTH WINDSOR, CONNECTICUT BY DESIGN PROFESSIONALS, INC. JOB N0: 98-1115; DATE 1-4-99; Re: Appl i905-62P, DST Output Rgn�no; «.oi r... 13• Parking lot landscaping calculation must be included in �;n., a,* . > , / zone SCALE 1 "-4D' 14. A waiver of parking spaces is hereby granted (102 spaces for Phase 1 43 / Dear it" r. Semprebon: We are pleased to advise you that the Planning & Zoning Commission voted on November 22, 11). , spaces for Phase / 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; D�elopmen5 to pirove with modifications the above referenced application for a Site Plan of / SCALE 1 "=100'. Black and white transparent mylars of Sheets #3-6 with the above modifications, together with / / / At the October 19, 2005 regular meeting, the Inland Wetlands Agency/Conservation three blueprint copies of the entire set of plans (including landscaping and architecturals) must be / Commission approved application #05-62P - DST Output -12 Ellington Road _ 4. PROPERTY SURVEY RESURVEY PREPARED FOR DST REALTY CONNECTICUT, INC. BURNHAM STREET, This approval is for the modification for 43,316 +I- sf addition on Property submitted to this Commission within 30 da to be scam / / IWA/CC application for a modification to an SOUTH WINDSOR, CONNECTICUT BY DESIGN PROFESSIONALS, INC. JOB NO: 98-1115; DATE 10-15-1999; Ellington Road (easterly side of Ellington road, northerly side of Burnham Street),t1.91 CD stamped and signed. The letters of approval / existing permit to expand parking facilities of this Commission as well as the Inland Wetlands Agency/Conservation Commission must be / / on property located at 125 Ellington Road, I-291 Corridor zone. This approval is subject SCALE 1 "=50'. zone 5 shown on plans prepared t t Design professionals, Inc., Job #2222, and dated September reproduced on the mylars. / 9, 2005... This approval is subject to the following modifications: to the following conditions: r After the mylars have been signed by the Commission, they will be returned to you for filing in I. Prior to commencement of any site work, a meeting must be held with Town Staff. 1. One blueprint copy of the entire set of plans and this letter reproduced thereon, the Office of the Town Clerk. After filing these plans, a copy of the receipt must be submitted to / / must be submitted to this Commission. This must is completed within e days of the Pianriing Department. � - / / / 2. No building permit will be issued until the final mylars have been filed in the Town Clerk's / / / approval prior to any construction activity on the site. Plans submitted to LEGEND office. / / / Sincerely, / / / Planning & Zoning Commission shall be considered having met this requirement. EXISTING IRON PIN 3• This application is subject to the conditions of approval of the Inland Wetlands / ' 17 EXISTING MONUMENT Agency./rnnsc;yat:ov n -:,; _ �i / / ��C , / w..u,nssron, including a bond in the amount of $5,000.00 for Lj / / / / 2. The application shall indemnify and hold harmless the 'Town of South Windsor EXISTING LIGHT POLE erosion & sediment control; a bond in the amount Of$10,000.00 to ensure establishment of J(�� , / against any liability, which might result from the proposed operation or use. the swale and plantings; and including the location of the specimen beech trees on the final Patrick Kennedy, Chairman / / // -a - EXISTING SIGN Planning anal Zoning Commission plan 3. The permit is valid for five years and shall expire on October 19, 2010. It is the EXISTING UTILITY POLE / / / EXISTING EASEMENT EncPK/losure ii landowners}/applicant(s} responsibility to track expiration dates and notify 4. fi landscape bond in the amount of $10,000.00 is required and must be submitted prior to / p the filing of mylars. Enctosure / � / /� Commission of a renewal request at least 65 days prior to expiration. cc: Town Engineer / / 5. All bonds must be in one of the forms described in the enclosed Bond Policy. Chief Building Official / / // Assessor 4. All approvals , equired must be obtained and submitted prior to any activity on the / site. Superintendent of Pollution Control Fire Marshal / / / Design Professionals, Inc, 165 South Satellite Road, South Windsor, Cl' 06074 ' / 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 $10,000 be submitted to the P1noing & Zoning Commission to ensure establishment of the swale and plantings. Very truly yours, G�c'15 �\ � / / COO•SERVATLANDS AGENCY/ ION COMMISSION G`R` E 'Zabeth A. Warren, Chairperson I.P. rcp EW:dr cc: Chief Building Official Town Engineer DST Realty DENIAL OF INGRESS AND EGRESS OWNER APPLICANT: DST ONGTON INC. / y►J j / �.�g \G 125 EI_ WINDSOR, ROAD / / 42S.87.1 SOUTH WINDSOR, CT 06074 / / / / / /� �� 2Q'1 � 55 , � `---...�,• ` i / l N/F STATE OF CONNECTICUT I.P. C.H. X. PEE` \\ / Eo Fo,�p No •`,- .'� 11g I.P. ' / LIMIT IGN \ \ \ .09 ole ' \\ ' 20 S.Y. EXISTING POND \ \ 18336' \ 50' EASEMENT FOR HIGHWAY PURPOSES CHD MOr,,I. �/ / \G��P \\ \ IN FAVOR OF THE STATE OF CONNECTICUT \ � AVEDT DRIVEQi / .40 » FX- -MATLBOX,, 1 0 OCHD M i j. /' 50' EASEMENT FOR HIGHWAY PURPOSES 1 1 FAVOR OF THE STATE OF CONNECTICUT \ TITLE EXCEPTION SCHEDULE B SECTION 2 ITEM #13 I I / CHD MON. LBOX ROKEN MOB / 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISION LOCATIONS AS SHOWN ARE BASED ON AV I A LABLE INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTIUYlES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 2 12-8-05 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 11/28/05 IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE I I I II 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 KNOWLEDG PER TOWN COMMENTS Ggg E AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. PER TOWN COMMENTS GBS 12882 DESCRIPTION BY RICHARD P. MAR _FL LIC. No. GRAPHIC SCALE 40 0 20 40 80 ( IN FEET 1 inch = 40 ft. :•• • Fax 860-291-8757 civil engineers • planners surveyors landscape architects • gis • gps 165 South Satellite Road, South Windsor, Connecticut 06074 PLOT PLAN DESIGN.- GBS I DRAWN: MHA ICHECKED.- R ,Ioe No.: 2222 DATE:• 09-06-05 DRAWING NO.: 2222 PLOT PLAN RESURVEY PREPARED FOR: DST OUTPUT SHEET 11" f f f tCONMC'II`lICtUT LEGEND 0 EXISTING IRON PIN a EXISTING MONUMENT ^/ III I ING UGH T PVLE --o-- EXISTING SiGN rO-) 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 #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; Iv c ^ JV/11.L Iv 'TV 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, CONNECi1CUT BY DESIGN PROFESSIONALS, INC. JOB NO: 98-1115; DATE 10-15-1999; SCALE 1"=50'. a=-04'37'55" R=1366.35' L=110.46' T=55.26' / / EX. I.P. (0.12' SOUTH & 0.39' EAST OF CORNER) A=12*13'14" R=1366.35' L=291.63' T—_1 d6.37' � C`l�a / / i r T' `r -T j CH=291.07' CH BEARING = S41'42'11 "w (SEE NOTE 6) J EX. DST MON. A-' 8 A=01'54'05" EX. POT MON. ��7 I _ R=1366.35' / L L=45.34' EX. CHID MOi / EX. 18" MAPLE L - EX. PETRO PIPEjP_NX // <v EX. CHID MON. EX. IRON FVE 24" MAPLE(0.42' SOUTH INSTALL HANDICAP SIGNOF CORNER) / AND PAVEMENT MARKING � (PHASE II) io EXISTING / HANDICAP SIGN--_._,_, i — I— / (TYP.)J EX. PETRO PIPE SIGN// EX. SfEVERGREEN o EX. MAILBOXo// // / EX. 24" MAPLE EX. 24" M 'LE EX. 24" PLE EX. 24" MAPLE EXIST. JOGGING PATH-\ A-=05'0 ' / R=57 2. a / L=50 .6 / T=2 2. 9 / / CON PAD �EX. JUNCTI N RTE. 5 SIG / I / W / �EX. RAILROAD / TRANSFORMER PADS / /�, CROSSING J / SIGN 2�GC, TRANSFORMER PADS ,/ ,8) EXIST. NERATOR BUILDING OWNER APPLICANT: DST OUTPUT,INC. 125 ELLINGTON ROAD SOUTH WINDSOR, CT 06074 a 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 z 12/08/05 PER TOWN COMMENTS GBS 1 11/28/05 PER TOWN COMMENTS GBS NO. DATE DESCRIPTION ; BY EX. TOW: 631I3V T / FF 62 3 T v III CIA L_— / r — _----- 311.70 EX. 2" PIPE: (0.81' WEST & IGRAVEL II S82'2,g 44 W 0.12' SOUTH N/F OF CORNER) MEYER GAGE COMPAK,', INC. 1 I I i I � I C) I. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WiTH SECTIONS 20-300b-1 THRU 20-300b-20 OF THE RE:;ULATIONS 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. RICHARD P. MARTEL 12882 LIC. No. GRAPHIC SCALE I 40 0 20 40 BO ( IN FEET ) I inch = 40 ft. r� l L--- 1 LL-- Tel. 860.291 • 8755 Fax 860.291.8757 civil engineers • planners surveyors landscape architects • gis • gps 165 South Satellite Road, South Windsor, Connecticut 06074 N70. 389 ` \ b pp \ M. S. / PROP. CONC. / URB. (TYP.) Ek�ST Rer /o/-to � l p --- �kISTING -- HANDICAP SIGN " 399.71, EXISTI—NG BUILDING PLOT PLAN DESIGN., G65 DRAWN.• MHA CHECKED.- R JOB NO.: 2222 DA TE.• 09-06-05 DRAWING iVI 2222 PLOT PLAN a 17-- - REMOVE-!GURI8, SAWCUT DGIE OF PAVEMEN S1EA_L_ _ JOINT- _ 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 PRO'". COivC. PAD 216.71' RESURVEY PREPARED FOR: DST OUTPI t IN 55.24 (N INSTALL TRAP EX. LOADING Ii DOCK i ONC. POST EX. RAMP N I_ — CO _ PADDUMP 'TER EX. CONCRETE PAVEMENT EX. AIR HANDLING SYSTEM I' � I:I.I.I �tj�I��):� I'��s�.•�i�} -- tx.P i i I EX. LOADING 1 DOCK I _100 CONC. PAv EX. CONC. i l PAD I I I61T DO* I 25, _I 1 ii 11 I oTc 3I 5 vl 6 f 0l n MARK zl SHEET 12 w T� T R lvlbVE� Ex. i / LIGHT POLE7N iA2'i51L1 N ir"r,aY6ilS�wbq j55 £+�i� �Y�a�®•® .—..._:._ .---.— '477�=�' - .. _ . _, ... _ _ __ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ 5 IP 1 36" BEECH TREE + '� `fJ O O C> 6% N f � f O N 18" BEECH TREE I.P. 1.78' EAST OF 0 / PROPERTY LINE 18" BEECH I I TREE 3EECH TREE N/F r KENNETH F. CORNEAU f J � 00 M d- M �c N to 21 BEECH I TREE 15" BEECH TREE aD I I 8" BEECH j I.P. 1.26' WEST TREE j OF PROPERTY LINE EXISTING JOGGING PATH--_-___. 1 /2" REBAR 24" BEECH / TREE I 18" BEECH I TREE I.P. 24" BEECH TREE 6" BEECH TREE 24" BEECH j TREE LEGEND O EXISTING IRON PIN 24" BEECH o EXISTING MONUMENT TREE EXISTING LIGI i ,* ,°OLE -v- EXISTING SIGN cU> EXISTING UTILITY POLE - EXISTING EASEMENT C) I ?4" BEECH 12" BEECH r REE TREE j fJ NOTES: 1 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. 2. NORTH IS BASED ON NAD '83. I � 3. TOTAL SITE ACREAGE = 2,202,995 S.F. Q 50.57 Ac. 4. SITE IS LOCATED IN ZONE X - AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOOD PLAIN PER f COMMUNITY PANEL #090036-0009-D REV. 2-23-01 OF THE FIRM FLOOD INSURANCE RATE MAP. tt 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. 6. CURVE IS NOT TANGENT. N/F 15" BEECH DOMINIC A. & MARGARET J. TREE MAULUCCI L aY ti) q MAP REFERENCES: �� N 1. PROPERTY SURVEY RESURVEY PREPARED FOR DST REALTY, INC. BURNHAM STREET, 6 BEECH SOUTH WINDSOR, CONNECTICUT BY DESIGN PROFESSIONALS, INC. JOB NO: 98-1115; TREE p 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; 1 SCALE 1 "=40' �' 3. PROPERTY SURVEY RESURVEY PREPARED FOR DST REALTY CONNECTICUT, INC. ELLINGTON ROAD, I t. 25' �I CONCRETE 1. P.. I IPE -S vEc T & I GRA } cs I } DU TH I NER) 1 I I o ' i} t I I I W O} } � II 216.71 zl I� } o I I PROP. CON. PAD �}TYP.) I }i ON P I v I I I 1 } I I II l I I I I } I} to �} I it i � 11 } I PROPOSED ADDITION 00 I } i I I (31 43, 316± S.F. I } I }I } Q FF:62.83 I I I I zCO cn j� I I `O00 I I Y } I 00 I I I II } 25 LIGHT POLE (TYP.) I � II I 16• � I I i I / I } CONCRETE LOADING DOCK 95.99' 1 I I I -- — — L_� — --I-- } \ 1 I / 20' WIDE EXISTING GRAVEL DRIVE BITUMINOUS CONCRETE j ! # I I I I I _ � CUR8` I I � I EXIST. JOGGING PA 20' UTILITY EASEMENT IN FAVOR OF H.B.F. LAND ASSOCIATES LIMITED PARTNERSHIP, DST REALTY CONNECTICUT, INC. & TOWN OF SOUTH WINDSOR TREE 6" BEECH TREE EXIST. JOGGING PATH 20' S.Y. 15R53�77 ' _ S86'" I.P. 0.50' WEST & 0.30' NORTH OF CORNER I I I I N/I THERESA B. COI GHLIN EXISTING BUILDING / 50, F.Y. / I.P. 0.16' SOUTH TOWN LINE SDUTH �HAR SOR SIGN OF PROPERTY CORNER RIGHT TURN ONLY / — EX. 2" IRON PIPE' I 95 70' EASTFORD �.. PROPOSED SIGN / / S86 2 '53"\N S86'29'S3"W BOLLARDS NO LEFT TURN — , — — _ — (SEE DETAIL) —'—�— _ .�_ — — — _` — ----_ ----- �'i / 800.8 $f7W ..r .... _ — — — — --_— — �-�— — — — _ �— — — -- — — — — -- — —_ _ _ _------ _ ------ -- —"--- - _-............. M-STREET � 3UR�VHA `d; \ � STREET SIGN —LJ\_�---� — D--A 7:7- 00 MAP REFERENCES: LEGEND NOTES: 0 EXISTING IRON PIN 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'.y o EXISTING MONUMENT 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. EXISTING LIGHT POLE 2. NORTH IS BASED ON NAD '83. -a- EXISTING SIGN 2. BOUNDARY SURVEY PREPARED FOR DST REALTY, INC. ELLING"ION ROAD, SOUTH WINDSOR, CONNECTICUT BY DESIGN PROFESSIONALS, INC. JOB NO: 98-1115; DATE 1-4-99; SCALE 1"=40' EXISTING UTILITY POLE 3. TOTAL SITE ACREAGE = 2,202,995 S.F. - EXISTING EASEMENT 50.57 Ac. ---- 3. PROPERTY SURVEY RESURVEY PREPARED FOR DST REALTY CONNECTICUT, INC. ELLINGTON ROAD, 4. SITE IS LOCATED IN ZONE X - AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOOD PLAIN PER SOUTH WINDSOR, CONNECTICUT BY RESIGN PROFESSIONALS, INC. JOB NO: 98-1115; DATE 9-16-98; COMMUNITY PANEL #090036-0009-D REV. 2-23-01 OF THE FIRM FLOOD INSURANCE RATE MAP. SCALE 1 "=100'. 5. PROPERTY N/F BRADLEY, MORGAN J. JR. HAS CERTAIN RIGHTS OF ACCESS 4. PROPERTY SURVEY RESURVEY PREPARED FOR DST REALTY CONNECTICUT, INC. BURNHAM STREET, FURTHER STIPULATED IN VOL. 105, PG 336 OF THE SOUTH WINDSOR LAND RECORDS. SOUTH WINDSOR, CONNECTICUT BY DESIGN PROFESSIONALS, INC. JOB NO: 98-1115; DATE 10-15-1999; SCALE 1"=50'. 6. CURVE IS NOT TANGENT. 1, UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE 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 INFORMATION. ALL EXISTING UTILITIES SHOULD THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. BE FIELD VERIFIED PRIOR TO CONSTRUCTION. AND CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 2 12/08/05 PER TOWN COMMENTS GBS 1 I 11/28/05 PER TOWN COMMENTS GBS 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 12882 I® IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. RICHARD P. MARTEL LIC. No. l NO. DATE DESCRIPTION BY GRAPHIC SCALE 40 0 20 40 60 ( IN FEET ) 1 inch = 40 it. Tel. 860.291 • 8755 Fax 860.291.8757 gn 0mat' civil engineers • planners . surveyors landscape archi -L�ec'i s " gis • gps 165 South Satellite Road, South Windsor, Connecticut 06074 U) r TOP SIGN PLOT PLANT DESIGN. GBS I DRAWN. MHA 1. CHECKED.- RPM/GBS joB No.: 2222 DA TE:• 09-06-05 DRAWING NO.: 2222 PLOT PLAN E u� o 40 N 0 I.P. 2.82' NOR 0.16' WEST OF . pkTC# 3 OVrNER/APPLICANT: 4 5 DST OUTPUT,INC. 125 ELLINGTON ROAD SOUTH WINDSOR, CT 06074 MARK RESURVEY PREPARED FOR: DST OUTPLYT SHEET 0 / / / / / LEGEND NOTES: ® EXISTING IRON PIN 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. o EXISTING MONUMENT 2. NORTH IS BASED ON NAD '83. co_, EXISTING UTILITY POLE _ =P= = EXISTING CATCH BASIN AND PIPE 3. TOTAL SITE ACREAGE = 2,202,995 S.F. PROPOSED CATCH BASIN AND PIPE 50.57 Ac. PROPOSED STORM MANHOLE 4. SITE IS LOCATED IN ZONE X - AREAS rIETERMINED TO BE OUTSIDE 500-YEAR FLOOD PLAIN PER = = EXISTING SANITARY MANHOLE AND PIPE COMMUNITY PANEL #090036-0009-D REV. 2-23-01 OF THE FIRM FLOOD INSURANCE RATE MAP. - - EXISTING WATER MAIN AND HYDRANT 5. PROPERTY N/F BRADLEY, MORGAN J. JR. HAS CERTAIN RIGHTS OF ACCESS -R.L- ROOF LEADER FURTHER STIPULATED IN VOL. 105, PG 336 OF THE SOUTH WINDSOR LAND RECORDS. - S -SANITARY LATERAL 6. CURVE IS NOT TANGENT. - W - WATER LATERAL - F -FOUNDATION DRAIN -W-•- EXISTING CONTOUR / -[SE3-- PROPOSED CONTOUR x6t.95 EXISTING SPOT GRADE xei,9s PROPOSED SPOT GRADE SURFACE DRAINAGE FLOW DIRECTION / mow^EXISTING TREELINE / PROPOSED TREELINE EXISTING EASEMENT BOUNDARY • 100 YEAR FLOODPLAIN BOUNDARY - - •• REGULATED AREA INLAND WETLANDS MAP REFERENCES: - SOILS 1. PROPERTY SURVEi 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: 98-1113; 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 N0: 98-1115; DATE 10-15-1999; SCALE 1 "=50'. / PGG / � ' / IX C, EXIST. 10 WIDE RIPRAP 75 LF 18" ADS S=0.5% O I.P. 6 EXISTING 48 = DENIAL OF INGRESS AND EGRESS S p No. 226 X 5 X 58.8��` 53.41 �C 53.62 �~ 58.94 SNET No. 226.6S / ECB / TF:-59.42� -�(1/ ,/ ,Q` /' /X 53.22 r _ ___ -��, -_ - __59.71 / /F: 5 4 �/i : O // / _ x 52,98 IN .54. 4/ I \ ; T /' -- - ---- _S�- / nIVET N 2266 \� ;x �0 ac-��3o1 = S2- -_ -=�. `-x 60.01 _ �L#32 s I� I ED>FOF�- -_,`--_"� �\ 118.09' TF:5 . 1 / \ \ \ CONC. FE PONo'� OWNER APPLICANT- / + X. PEE \ \ / \ \ \ W/CUTOFF WALL / � LIMIT GN \; \ \ \ 49.25 48•g-7 � �.._ . • . � x 6o:01 DST OUTPUT,INC. • / / / / \ \ \\ .\ \ INV: 55.30 125 ELLINGTON ROAD X 51.4� x`5 .4$ 20' S. Y. SOUTH WINDSOR, CT 06074 / / / / / \\ `, GCB / / / //' o\\ \ \ X91 \\ EXISTING POND \ / TF.57.64 FL: 5S 89 49.11 F,L�53 4 (S) /i \ �� `\ \\�\ `\ \\ , 50' EASEMENT FOR HIGHWAY PURPOSES \ X 51.18 \\ x 5 tv \ / /FLy54.80 (E)j SNET o. 2265 �P� \ �� \\ `\ •�\ \\ ,� IN FAVOR OF THE STATE OF CONNECTICUT \\ i \� X 5s.2o \48.97 /` EXIST. 30' \ \ \\ \ \ 1C�48.83 G� / ' AVED DRIVE \ \ \\ \\ _ 6\0\ - _ 49.27 / I -SNET N�� 226 �> �1 \ I �F / \\ \� X`49.0) /49. 3 / / /X 58.45 ?k bIATLBOX/ / / EXIST. TREEL/ __� , X ,u9Jl 3 n ElFH / EASEMENT FOR_ HIGHWAY PURPOSES 35 / / / / ! �11V FM'0Rr-0DF_THE STAATE -&F-C_QNNECT CUT 9.05 TITLE EX PTION SCHEDULE B ,X1 5P,'85 SECTION 2 ITEM #13 I / / / / / f //` NU 'EX. LBOX _ \1 E o. 2263' F-'IFii! ri l li I I x 1z � v � 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 OF THE PROFESSIONAL ENGINEER/SURVEYOR. _- \ I , l i /'• '•• STONE SEDIMENT'* � yl�9.13 BARRIER x 58.67 /49.f 4 X54,16ko \ xsza° /40/ /� - \ �\ \\ ��_\� /'�� 2� ��•' i X 58.89 x5aw ^�\ / / / \ \ \ \ x 58.48 \X5Y.49 REVISIONS / / / X59,09 X54.51 X54,9 _ PROVIDE _ // / 'PAVED LEAKOFF X 58.87 x Paz /Ww/ � (APPROX. 5'X10') lj�1.' F: 5n. 3 ,' /" ^ % // / ? %fib-1•\\ 54,8 ;C54.4 STABILI�ZE, WITH 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 civil engineers • planners surveyors landscape architects • gis gps 165 South Satellite Road, South Windsor, Connecticut 06074 T©POO G�APHI� PLAN DESIGN: GBS DRA WN.• MHA I CHECKm- RPM JOB NO.: 2222 1DATE:• 09-06-05 DRAWING NO.: 2222 PLOT PLAN N/F STATE OF CONNEC11CUT I.P. Numm .ti \ \ 783,36, CHD MON. tj \ e / Q /I /L 111 ` � EXIST/NC DRq/N I I !I \ ll I I I / RESURVEY PREPARED FOR: DST OUTPUT 00112 19 I 1 M\ I\ I IIIN M1" cCONNIEC di UCUli SHEET LEGEND 0 EXISTING IRON PIN o EXISTING MONUMENT CU3 EXISTING UTILITY POLE _ =Mk = 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 ---60� EXISTING CONTOUR �- PROPOSED CONTOUR x6m EXISTING SPOT GRADE rxTL'M PROPOSED SPOT GRADE 4-- 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 rER 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 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'. 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 SURVEiOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. REVISIONS i J OWNER /APPLICANT - DST OUTPUT,INC. 125 ELLINGTON ROAD SOUTH WINDSOR, CT 06074 0=04-37155" j /-,�DJ" R=1366.35' / / SNET No. 2262 �. T=55.26' �/ �_EX. I.Pi�0.12' SOUTH & 0.3Q' A-T rs N��. �1' CORNER) WELL - RC,o s \ PD �29 R=1366.35' / / _ -60-- 19 0 t \ L=291.63' / xsucs"� `. f u92 r0. vase, CH 291.07' / T --i - S y aos2 ew' / � I , � �F CH BEARING = S41'42'11 "w /� / y / r I -� 2e TF: 55 84 i "'A' ' Sap xse 4 (SEE NOTE 6) _ �� I ��- = I �J s2„ TF: 60.29 \ Sp Rkl PROP. CONIC. / INV IN: 56.29 NG URB. (TYP, DMH / TFI 60 59 r INV UT: 56.19 9. l xmi I v:555 TF: 61.01 IN\V:56.74 ! = II e so INV: 56. 7 , �__ _ - =1- ` _l -- - - k�ST'� 2o__ew <j/�j l/ TF: 59.8\�x/ cs,.�5 x �s ��/ ory' sue/ =INV: 55.8 ' \ � 6p�o 30� = o N / I _ - - ` I / " _X. / �_ - _ - 1- �! F. 60�20-�- - _ �- - --- .�s asp G i M 0 N . A -'f'8 � I - RE A/N/NG WAL /1=01'S4 05 EX. OT\�QN. ��1 i / ` - - - L - ~ I- - - ��// IN _ M-56.20 PROP. '`C CAW iL.; ,vew l R=1366.35' �� I ! / I I- - `� - - - - /`/ - `IN 0 REMOV� RE AINING TF: 59.49 .s, 7W TQ BE/REMOVE. / _ � - - / l�T: 56_05 _ INV:55.39 x L=45.34' / / I L - - - I - - - - �- WALL WI�fHI LIMITS\ T=22.67' / �o ' ii __ �� --- (- _ __ L i- �\ ___ _-- OF WALK. _ - - I I I 1 --TF:59.2 4 / O EX. CHD MOB:. / EX. PETRO PIPE SIPN 9\ TF: 59.43yj�e EX. 18" MAPLE / 1 ` _ - _I I �� TF. 60.NV: 72 �� - -I _ _ I55.33 - _ -'` _ >- `�• 0.44 56.57 EX. /CHDI _IREMOVE- U _9N_AWCU_ DGk' vim- OF ` _ _< IIN�.Y*5•584.5.93r PAVEMEN 6.19- JOINT-` -IINV:S_6.97 T 9 - 1�x I IRON I'VE 24 MAPLE- 42' SOUTH / INSTALL HANDICAP SIGN ORNER) /�, AND PAVEMENT MARKING r _ ` _ - - I L � (PHASE II) EXISTING ` /- - _ r _ - _ I _ �I _ -i - - _ - - TF. 59.32- / /r (T P )CAP SIGnL� `� I -� - �,� _ - - i - TF,6C� 59` - - i _ _ I '- - - INV: 55.721 I- - - / i = -�' : I- ° rJ 1- - - INV: 5 7 - I r - - i �TF:i59.94 - -'`I I N 55 TF: 58,34 -7- - / °`f� I __` = (l1 1. I" "p,� / � -INV 55 \1 TF: 5 INV: 54.69 EX. PE ;RO PIPE SIGN/ / - _ L - - J _ _ / \ � _4 - \\ �F: 61.14t - _III . - X L b G -- !� INV: 57.(�9 J �- - F: 0.15 - / ) �- - -+N-V `I1V V I r : 60.20 \ ,\,\ / ` -/ 56.39 INV: 55.81 - EX. MAILBOX / // IJ \\ �� --- FISTING---- -___ INV OUT_56.49 - - - _. EX COS. WgLK 1 F: 8.54 o / EX. 24" M LE EX. 24" M LE HANDICAP SIGN - �AA_ , - _ "� TF: 60.71 (TYP.) - - AS50 _ I INV. 54.49 E PLE / INV:57.63 - - - -- --wa�K _ _ -- J IN� ALL24 - --�.-�DNc - _ I a4 '16 - - - ' �- 105 L.F. 6" PVC / T ,rr - --- _ ---- r 399.71 S=0.5% I i / EXIST. JOGGING PATH 1 i > I - lCrj / p � / I� EX. 24" MAPLE ,A 2 G� 7 A'o TRANSFORMER PADS TRANSFORMER PADS o EXIST. NERATOR BUILDING / TOW: 63 31 / FF: 62.3 / _ 0' S -y _ __ �- - , �� CONCRETE 311.70' EX. 2" PIPE II S82'29' 44„W / 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. 2 12/08/05 PER TOWN COMMENTS GBS TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 1 11/28/05 PER TOWN COMMENTS CBS 12882 N0. DATE DESCRIPTION BY RICHARD P. MARTEL LIC. No. (0.81' WEST & I' I GRAVEL I 0.12' SOUTH II I I N/F OF CORNER) I I MEYER GAGE COMPANY, INC. GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. I I I I 1 0 li I r 12" FIRE WATER LINE " DOMESTIC WATER LINE 1 I I t I I t I I II i Tel. 860.291 • 8755 Fax 860.291.8757 civil engineers • planners . surveyors landscape architects • gis • gps 165 South Satellite Road, South Windsor, Connecticut 06074 EXISTING BUILDING FF=62.8,3 7GP0QRAPaOC� PLAN DESIGN- GBS I DRAWN.• "HA I CHECKED: RPM, ✓OB No.: 2222 DATE- 09-06-05 DRAWIVG NO.: 2222 TOPOGRAPHIC 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 X. ADIN� I 1 OCK 1' I ONC. PdST EX • RAMP 1 ` 0.5 I 1 0.07 1 - 1 I � - 9.98 1 _1 11 Nd 60_42 1 00 0.97 la I EX. DUMP TER L-EX. CON1 CF PAD PAVEMENT I .P v� EX. LOADING EX. TRENCH - DOCK l DRAIN I� 59.9 II TF: 58.80 J INV: 8.18 O IIwo 5TRX SYSTEM RESURVEY PREPARED FOR: DST OUTPUT R25 ELIIsRNGTON ROAD SOUTH WINDSOR CONNECTICUT CONIC. PAD _.__._j i CONC. I PAD I IgiT C I� 25 II II II I *NT C.�. mil 7 :D' 0 9 01 0 zI PROPK CON SHEET 12 -<.';.3'7 �:2iT_c2 :,ae s�.>.. n::Y'�,'^f'-3$:.4:r'�• 111 X 55.aa / ' ' I / X59,09 X54,51 X54 9 ' � 54.8 INV: 5 .0 of / fF: 5 23 ; / i 0,08 X54,z z.• x50.9 54P ftft 'INV: 4. 88 G ' �5 i ' f / •REMOVE 'EEC.- ,'60, 4 7*87 % / • LIGHT POLE Nb%64 60.4 ,0 x / �t�t•.•60,57 7 5$I 69,03�0,11 TF:59.13 ;` INV. 54.30 60,35 'X 55,53,' / 59.29 9 x 59,62 aw ' r / / /// • 55.56 / 59.21 - / • , / N IV: 56.42 ��/ 59.14 / • ,I�O/ GUIDE R� z6 / / . EXIST. R TAINING WALL��.,' //,• , RE A/N/NG WALL l 1 r 6, O I r �, /• 59,90 � ;' 59 66 � , pro ad REMoliEO llCD r / tj-):� /, '/ • Q �/ I Q ,J l j li Y 60.44 59 �C TF; 58.60 / /� 59,62 /�vI!,' . INV. 55.48 / 56.2 Y7 6 /S„ o �':•54.So RCS /1*58.53 TF: 60 26' INV: 54.21 ,T�. �Q ��99 // 59,97 c 59,96 C�0.86 I X59, TF: 58.34 1 INV: 54.69 U`SED. STRUCTURE, /F: �8.54 - I TF: 58.16 INV, 54.49 1 14NV: 54.17 INV 55.24 (N W 6") INSTALL TRAPI,I OOD i ili I `II I � I i1 I POST 1 1,11 i 111 I 111 17 1 I I,11 ,� Illl i V� TF:58.79 �198 INV: 55.441 1 11 INSTALL TRAP HOOD ,11 1 ,I,1 I ---- X. PAVEMEN�RETE i TF:59.26 I11NV IN(12"):55.96 11NV OUT:55.76 : `INSTALL TRAP -HOOD 9 I INV=53---�-7- -G-g. - ONC. I PAD I I 1 IBIT DOE I I I i I � I I I , I I I 1. UNLESS OTHLRWISE 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 BEAR'z THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIC"!AL ENGINEER/SURVEYOR. - PROVIDE 11 PAVED LEAKOFF X 58.87 11 256 �8 (APPROX. 5'X10') /l -STABI E WITH 11 12n MOD.. 1F' 11 X54.630N -6" GRAVEL_ BA 11 ' AND NON=WOVEN l/ f FILTER FABRIC -SB,, TO TOE OF SLOPE r� X53,9 4.54 r :57 36" BEECH TREE 57.6 F ,S` 10 0 INV. 55.20-S6\X54,5 �,q�F i o 57.0 Nis CO X55,60 ', \` RELOCATE EXISTING CULVERT (12" GALLERY UNITS) 55.78 \ 18" BEECH I -,_TREE I I I I I.P. 1.78' EAST OF i j PROPERTY LINE ---- i 18" BEECH +J I III I I 1 :ONC. CURB (TYP•) TREE I / I I 7 I ' BEECH TREE ! I r >GGING PATH I 1 I1 I I I 1 �\ j ll I Ill f N/F KE I r i NNETH F. CORNEAU X59,79 ,P. / I I Ir III I ' I I I Ill I� 1lII �I I � I � III PROPOSED ' I f ' 1 CO: \ 1 , I I I (V O JOGGING PATH / 21 BEECH ( ! I I 1 I (� ' TREE I I r I + / r 1 1 / I 15" BEECH REMOVE CURB, SAWCUT TREE EDGE OF PAVEMENT, SEAL / a) I JOINT / I I r I r 8" BEECH I.P. 1.26' WEST TREE ! 'r !r I+ OF PROPERTY LINE EX. MEADOW / EXISTING JOGGING PATH----____ II I ! f I I I l f I r I 24" BEECH 1 /2" REBAR TREE i Irf Il + III i / j I r 18" BEECH l I TREE I. P. I 1 1 1 24" BEECH I i i + It] ' TREE Il ! '1 r i I 1 6>,II BEECH ll Ill �r If TREE 1 !l I Qj _-------- _ 24" BEECH EX. SMH TREE TF:61.56 24" BEECH i f I II INV: 4•w99` TREE r r I II I 1 I r r I lv ,w S I f � 1 I ww. - n I I I If I g„ PVC SANIT__-- I ARY TER LAAL *- EXIST. f 24" BEECH 12" BEECH TREE TREE I I I ' f f r I I ! lI r Z OI i 1 / Co f r I I I I / 15" BEECH i ! ' i i N/F TREE 1 f ,' 1 II p DOMINIC A. & MARGARET J. MAULUCCI \ 1 I I I I to 0 6" BEEC i r ' ll I N C° TREE j I r I iI II '� 0 r / I• r r l REVISIONS t rr I/ THIS SUR 2 1 12/08/05 PER TOWN COMMENTS GBS 1 11/28/05 PER TOWN COMMENTS GBS NO. DATE DESCRIPTION BY VEY 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 civil engineers • planners surveyors landscape architects • gis gps 165 South Satellite Road, South Windsor, Connecticut 06074 \ 2p S Y NHS 34 �8' ` \ \ O J %J LAl , IINU IKUN PIN El EXISTING MONUMENT Co., EXISTING UTILITY POLE _ =M= = EXISTING CATCH BASIN AND PIPE PROPOSED CATCH BASIN AND PIPE PROPOSED STORM MANHOLE _ = EXISTING SANITARY MANHOLE AND PIPF EXISTING WATER MAIN AND HYDRANT -R.L- ROOF LEADER - S - SANITARY LATERAL - W - WATER LATERAL - F - FOUNDATION DRAIN - EXISTING CONTOUR -�_i- PROPOSED CONTOUR x6L95 EXISTING SPOT GRADE rxTL9-51 PROPOSED SPOT GRADE 4-- 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 RASED 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 SS FUR HER STIPULATED AINLVOL. M 05, PGORGAN J336 OF THE HEESOU H RTAIN RWI DSORIGHTS FLANDERECORDS. 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, SOU 1H 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 VEY RESURVEY PREPARED DST SOUTH WINDSOR, CONNECTICUT ONNECTCUT BY DESIGN PROFESSIONALS, SI,TNC.OJOBCNO:U98 111 ; DATEr10-15-19,99; SCALE 1 "=50'. MPOUNA ME FL DESIGN.• GBS I DRAWN MHA CHECKED: RPMIGB JOB NO.: 2222 DA TE•• 09-06-05 DRAWING NO.: 2222 TOPOGRAPHIC OWNER/APPLICANT: DST OUTPUT,INC. 125 ELLINGTON ROAD SOUTH WINDSOR, CT 06074 RESURVEY PREPARED FOR: DST OUTPUT I► 4,NTCh, 87 8 0 MARK SHEET 91) cCORTMcCTI CUT I I I II 15" ADS 1 10" ADS FE ...,� of zl I-� I )P. CON . PAD �P.) 8 I I I 1 1, I I 1 ` 1 I I 1 1 I I I II li I I i 20 UTILITY EA ENT IN FAVOR OF I I; I-. F. LAND AS OCIATES LIMITED I 1 PAR RSHIP, 1 I DS -REALTY C NECTICUT, INC. & I I TOWN OF SO JTH WINDSOR u,ll X I I `l I 'I I O I LIGHT POLE / I (TYP.) o / � � I 10" ADS FE INV: 56.33 EXIST. JOGGING PA / l I� V: 56.66 11 - -- _ -- - --- ---------------- / ------------------------------- - �I r - - EX. SMH ' 10" ADS E � _ _ _____---------- - ------------50' F.Y. _ TF�� .9 y 2 --- -- n----- / INV:56.50--___ --- ___- ----- 10 ADS FE -- INV:45.72 77/ = -----------V � INV: 56.21 DRAINA(E S E -------- -- -- ------ / 15" RCCE �^----------- -----__-- / -ff5G----------- ---- - EX. 2" IRON PIPE G LEFT TURN --- - --- - ----------- G G G_-----_ -� METER / 800.83' _ G G G __ ----_- _�� PIT > » G ---- - _-._-- SNET4031 G - --- -_---- ----- ---� S ---rt��✓L-� I' �. G _ G - G _ �_-__--------------------- -�� ---- ---- -�� TF:59.21 Q _ EX. SMH _ _ INVV56.15 / ® G---- --- - - ----------�s�-"'""'- _------- - % _ --_-- NET 177 _ -G-- --- ------ / ��L� -- _- _ _--------------®-®--- - __---��---_�---------- _ =-"--` - EX. SMH JRNI-11 1/vl-- --_- -- INV:45.9�> - - - - -------- - _ - �1 _ ----- __ TF:_58..�8=--- % SNET 1775 TEL. POLE INV: 46.88 � - - o � EX. SMH-------� - -=-- - z EX. CL 4x4 } ----------17-15M ----- -- - \ _ ��, - SNET 4470 PLATE 11 - - - - INV: 47.47 SNET 1774 '1 I PROPOSED BOLLARD& - (SEE DETAIL) MAP REFERENCES: i'IYLYY IL IN .70aU - - J r EDGE CFF BIT. -4 - - - - - Ar 20' WIDE \ EXISTING II GRAVEL DRIVE BITUMINOUSLLj CONCRETE :3 I 11 13.1 I II / LJ _ NO CURB I z � 15" RCCE- - s INV=56.0, I I I r f w Q w 0 0 m SIGN RIGHT TURN N Y , 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 Nk.- 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 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 ccb EXISTING UTILITY POLE _ =ink = 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 -60- EXISTING CONTOUR -�}- PROPOSED CONTOUR x6L95 EXISTING SPOT GRADE UM-09 PROPOSED SPOT GRADE a= SURFACE DRAINAGE FLOW DIRECTION ' EXISTING TREELINE �^ PROPOSED TREELINE - - - EXISTING EASEMENT BOUNDARY - - 100 YEAR FLOODPLAIN BOUNDARY - - REGULATED AREA INLAND WETLANDS - -• SOILS GRAPHIC SCALE 40 0 20 40 80 ( IN FEET 1 inch = 40 ft. Tel. 860.291 • 8755 Fax 860.291.8757 civil engineers • planners surveyors landscape architects • gis • gps 165 South Satellite Road, South Windsor, Connecticut 06074 �j ____-- E X. SMH i 1 I TF:60.41 I INV: 47.61 EXIST. Jd,GGING PATH 1 / t / / f, 20' S.Y. _ / rAsk I I.P. 2.82' NORTH 0.16' WEST OF ( P. 0.50' WEST & �.30 NORTH OF CORNET I � I / I / / EX. N/F SMH �I i I I II INV: 46.67 i ' I THERESA B. COUGHLIN I I I I I I I I I I I I I 1 1 I II I � I fill I ICI fill 1 / -- -- - - - / I r/ 24" RCCE D _--__ -- ___ r/r / / TF: 59.15 INV: 45.31 _ 1. P. 0.16'_SOOU_T�' TOWN LINE SOUTH WINDSOR 'f?FP�?P�RTY CORNER EAST HARTFOA�� 195.70' EX. HYDRANT GA_5VALVE --- TF: 59.24 _ -- EX. GAS VAL_VEq CHD H � )c�' SNET No. 4471 r' SNET POLE 5345/ WITH 2 RISERS Q:) p� WITH 2 RISERS � / STREET SIGN �_n FSTOP SIGN 11 E . WAT R GATES EX. HYDRANT liT�OPOZG11111 APll HIC PLANI DESIGN.• GBS DRA,"✓N.• UHA I CHECKED: RPM, JOB NO.: 2222 1 DA TE.• 09-06-05 DRA "NG NO.: 2222 TOPOGRAPHIC OWNER/APPLICANT: DST OUTPUT,INC. 125 ELLINGTON ROAD SOUTH WINDSOR, CT 06074 RESURVEY PREPARED FOR: DST OUTPUT t�> l 1 11 \ \ 1 \ 1I'A CONNECTICUT SHEET LEGEND (0 EXISTING IRON PIN EXISTING MONUMENT 'v EXISTING UTILITY POLE _ =10k = EXISTING CATCH BASIN AND PIPE �= PROPOSED CATCH BASIN AND PIPE a 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 -W- EXISTING CONTOUR --E=- PROPOSED CONTOUR X61.95 EXISTING SPOT GRADE >;61.95 PROPOSED SPOT GRADE 4- SURFACE DRAINAGE FLOW DIRECTION ^ EXISTING TREELINE �^^ PROPOSED TREELINE - - EXISTING EASEMENT BOUNDARY 100 YEAR FLOODPLAIN BOUNDARY - - •••� REGULATED AREA INLAND WETLANDS - SOILS ------• SILT FENCE 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. / •/ 0G / J\ zz '�-,TATF nF -I irI IT SNET No. 22 6 / / _ ` - •� -� - - `� I/ XET'Ny. 2266 50'�•-'' - 5 �SP 1 \ � \`\ \ / / / / \ \\`� \•\ EXISTING POND /.� _F. � r^ x \ � .\ ••\ � 1. � _ �.E2211� '�\\ $\\ \ \ �50EASEMENT FOR HIGHWAY PURPOSES_ yt,T \ V \ \ \ \• IN FAVOR OF THE STATE OF CONNECTICUT \ \ I \ ofy = i / JCS, \ `yAYt'n Ixal+: \ /\ \ \ \` • . • ` \ / I _ py IN 00 - - c - -- GT�/ EX. RAILRO / CROSSING SNET No. 22PROVIDE 6;ts/ Al/[_ i/ .✓ \\ _ PAVED LEAKOFF` A /y \ `� � (APPROX. 5'X10') II \I I- / 81 E YA TH �SfIET No. 2262 `� \ l�/ �STAr ILRG�II - ( FILTER FABRIC WdA TO TOE OF SLOPE \ 36' BEECH TREE INV. 55.20 •••� B. IT,T'., l I ®lI o i -58- it �� '� 1 \ \ I TITCULVERT (12'GALLERY IS \ ) 17',//1 / _\`\\�\E I i TREE mac" I I I I !• 1VPlE 1` L///T / / \ / MT_ cM CURB Ltt ') SR,rdo"-c� w-LN1VRSar�AL- `\ � I / � � \ /•�F \ �y, /r // I\ `V7•/ B/EC/H TREE IX, PETRO PIPE 51 . / �*1� � EXIST. JOGGING PATH II f , I EX. 2 µo�CG \ l�r I ( u , ,60 �� % i ; I I , N /F C , 1 _l� �'C _ / S/LT FENCE i�� 11�1 t I II KENNETH E. CORNEAU PROPOSED / I _ `- 27 i I EX 1 R \ { y III JOGGING JOGGING PATH / ! I I EX PEjAO PIgE 517TREEBEECH l .G . - - - _ _ �,Vp �- 1 / ✓ / / 15• BEECH 1 i EX MAILBOI / 1 'EX. 24' M LE 24• M LE \ .d \ --� / KAlolarP 9ltN - / .„y�� Il b / REMOVE CURB, SAwCUT / ! TREE I I I I 1 _ -1 - - __ _ _ _ Ri V/ 55.24 ( 6 6") LE " - 1 IN444TTTALL TRAP{ OOD EDGE OF PAVEMENT. SEAL f S- L.F. 6' PVC 1 - tl j JOINT / / TREE BEECH I I 1 Se0.5: _11/ I� 1 / / TREE I I ',1( I 399.71 tII REMOVE EIDBT. WAIL. EX DING I I EX MEADOW EXISTING JOGGING PATH ---_I i I I / REMOVE EXIT. GONG. RAW OCK EX 24• MAPLE ' p1, ppAgM EX RAMP I / { / /'XI" `C'1 JGGNG PATH�� DIY , �I1ZEBEECH I1'1 �1 II I IJI I t / 60 L.F. TRENCH DRATREE BEECH IN / / , ` f\ • ` _ - Jl `'�N I EXISTING BUILDING TOP DRAIN ELEV. 58.83 { 1 INSTALL IPAP HOOD / 1 I , / INV. OUT FF=62.83 PROP. GONG, PAD 2244" BEECHVECH I I II) I I _ WL- q �' / ♦ l��p 24' BEECH TREE s AD 1 NnA / / l N:61.56V. TREE BEECH IINSTAL_ L TRAP ODD I / 1 1 1 NnA P III ,y , \ , / iERAI E%. �OCKMG .111REE / EXISi.�ANITA�Y t _ 12 TREE EECN 1NV.55.3 SXAWLG - - ' II , I I 1 I N / E DOMINIC A. & MARGARET J. SYSTEM E%. CONC. IPAD B%T ORI`l'E , 1 { II i I M A U L U C C 15" BEECH t �. //�TR�REEE 1 1 I Ir I 12' FIRE WATER LINE 1 I / ` \ Q { % 1 I 1 iDOMESTIC WATER LINE I I I I / \ \ \\ , TREEIt / 216.71• z � I II I PROP. CONk. PAD (TYP.) I ON P 9 EX. SMHTF: I t III 60.41 N:: 61 1f IIl o I / f/''\ �lj III III 1 I O cn I II PROPOSED ADDITION ' I I § I EXIST. JIGGING PATH I ' 43,316t S.F. I � I It/ 1 N FF:62.83 / W / / I _ II I I 1 INV. 57.15 N --- I % N /E SUSAN M. D�DRE E I 70 LF 12" HOPE - / \, I DENNIS J. J 0 H N 1 - - }�j'( \ WITH ENDS ,$.3.p.$4}� g w.dlw oocx _ I 95.99' 11-- NEW E \ \ -/..•.-"�""1 �\W12'INV/56.= ,/: 595 NEE J. BOGLI I a \ - , INV.46:7, I M A R Y A N N THERESA B. COUGHLIN C. 20' I DE Ex15n"G DRrvE �Cp 'Es COUGHLIN LL � 3 EXIST. JOGGING PAT � / 1 MAP REFERENCES: EXISTING --__`-------------__� //r-- 5�//I / /-- -_5B_�� ) BUILDING �6 __ 56- E%. yAH 1. PROPERTY SURVEY RESURVEY PREPARED FOR DST REALTY, INC. BURNHAM STREET, ^_56� _ `_ - - - - - - 50' F.Y INV.97 \ - SOUTH WINDSOR, CONNECTICUT BY DESIGN PROFESSIONALS, INC. JOB NO: 98-1115; s, \ / _ EX. s---- - - � - DATE 1/2001; SCALE 1rr=100'. RR000�d Q naTTu2E r / 1 �- - ---- ---- _`�------------ - c - 2. BOUNDARY SURVEY PREPARED FOR DST REALTY, INC. ELLINGTON ROAD, d a\tr 1 ` --- - - SOUTH WINDSOR, CONNECTICUT BY DESIGN PROFESSIONALS, INC. JOB NO: 98-1115; DATE 1-4-99; =r1� " IaFE - - ••••_-- c^ G SCALE 1"=40r c - _ - - \ Tom' G G G-G G - - ^ - -4 - p EX. GAS VALVEr '�"'' CHD AH v. `'SNET No. 4411-_-- 3. PROPERTY SURVEY RESURVEY PREPARED FOR DST REALTY CONNECTICUT, INC. ELLINGTON ROAD, - -� _ - _- - _ -� q EX. $MH I}- -- _ A /L $NEr PGLE 5345 MATH 2 RISERS SOUTH WINDSOR CONNECTICUT BY DESIGN PROFESSIONALS, INC JOB NO: 19R-111P.. nATC- 0-1a-A4. "- -- -" - � _-_-- E%-c7H %�NHli�l��_ �NET'n� �\ - c' '�f �ry Ki1H2RISERS _ --��r �'`�g,7g-�•� -7- \ SNET 17751NV..."� TEL. POLE ``(( % SIREE, r , - v-III .�, v n , a- I v- �EJ, - �_,�- -- � V: 46Ej- Bg '•y V o ` 1 T \ U1 /+-STOP SIGN IGN SCALE 1 "=1 OGr. J _ _ - - - - '- - ^ E%. $MH �- SNET 4470 EX. IL 44 1 SNET 1774 PLATE y AIRGATES 4. PROPERTY SURVEY RESURVEY PREPARED FOR DST REALTY CONNECTICUT, INC_BURNHAM-STREE-T - - - " - _ - _ _ - - - - - - - -' "- - ' E SOUTH WINDSOR, CONNECTICUT BY DESIGN PROFESSIONALS, INC. JOB NO: 98-1115; DATE 10-115-199.9; --- / WvB / /EX. RXILROAD / / // TRANSF( INO / W / FF:623 j oEx15T. NERATO!? BUILDIN / WuA l `\ d 1 co � Pal /F MEYER GAGE COMPANY, INC. OWNER APPLIC ANT: DST C)UTPUT,INC. 125 ELLINGTON ROAD Alt <-.:. 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 UNDERGPOUND. 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, BRUSH, SHRUBS, TREES, PARTS OF TREES, TREE STUMPS AND SIMILAR MATERIALS GROWN ON OR EMINATING FROM LAND; NONPUTRESIBLE SOLID WASTES, COMBUSTIBLE OR NON-COMBUSTIBLE; AND BULKY RUBBISH OR REFUSE, INCLUDING PUTRESIBLE SOLIDS, SEMI -SOLIDS OR LIQUIDS. 10. ALL STUMPS TO BE CHIPPED ON SITE. STUMPS NOT CHIPPED SHALL BE REMOVED FROM SITE, NOT RURIFD, 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 EROSION 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 REPLACED 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 m.,TALLED DURING CONSTRUCTION IF DEEMED NECESSARY OR ORDERED BY THE PROJECT ENGINEER OR THE PROPER LOCAL TOWN AGENT. 11. HAYBALES TO . r 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 HAYBALES AND FILTER FABRIC AS DEPICTED IN THE DETAILS. 8. PREPARE SUBGRADE FOR PAVING AND CURBING AND PREPARE DISTURBED AREAS FOR LOANING 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 Flow WIN LD-1--) 6�62 6" CT D.O.T. 2" STONE TO BE PLACED z OVER FILTER FABRIC MATERIAL (XJ SEE SEDIMENT AND EROSION o I SHEET FOR PAVEMENT WIDTHS ruol I c-rocmT EDGE OF PAVEMENT I FI F\ V J 11A E. C. I ANTI -TRACKING APRON not to scale ANGLE POSTS 1. SET POSTS AND I 2. STAPLE THE SILT 5' ANGLE UPSOS EXCAVATE A 6%6" TRENCH FENCING TO THE FOR STABIUTY[95 POST UPSLOPE FROM POSTS. SILT END OF THE POST AND SELF- FENCING I CLEANING. ' L% S 12" MIN. ' 3. ATTACH FILTER FABRIC TO 4. BACKFlLL THE FILTER THE WOODEN POSTS AND EXTEND TRENCH AND COMPACT FABRICIT INTO THE TRENCH THE EXCAVATED SOIL COMPACTED BACKFlLL J1= l �.1l�Tl�J1�11 Ill= t �i.l�ll � -I I III-III-III=III- -I I I I I I-1 IlrlI- 111 tI1J -ll1�J1 _�11- -I-III-1 I I-1 I I CONSTRUCTION OF SYNTHETIC FILTER BARRIER EARTH OR STONE ANCHOR PILE CB GRATE FILTER FABRIC _ II. I FILTER SUBGRADE SUBGRADE FABRIC I CB TOP NOTE: REMOVE CB GRATE. PLACE FILTER FABRIC REPLACE GRATE TAKING CARE u N(�T l-(� f)AMAC,E FII TFF2 FABF2IC: ANCHOR W/STONE OR EARTH PILE. CATCH BASIN GRATE SEDIMENTATION CONTROL not to scale a9 V10 ill Haybale Installation at Catch Basins Storm Sewer Str - ture Flow Anchor with two 2"x2%3' Stakes in each bale. 3.• � r Mgx�Mv WHERE RO k SS p" FNr PAVEMENT 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 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. FJAVLMLN I CRUSS SEC I ION N.T.S. ..O_.O. O. 0. .0.....p.....:.......0....... 0'0. JOGGING PATH DETAIL N.T.S. PROVIDE CROWN/CROSS SLOPE TO PROVIDE POSITIVE DRAINAGE OF PATH SURFACE 4000 PSI CONCRETE (SEE SIDEWALK \ 1 DETAIL) 6" 11 J J Val Q<J/°° 15" o 6" Min o oW 8 E� o m °o ° P CL a o 0 OAP �F��P\ ° o <M ° °°�P °o 0 NOTE: USE PROCESS GRAVEL UNDER CURB TYPICAL CONCRETE CURB. DETAIL N. T.S. "- 3" STONE DUST FILTER FABRIC WHERE REQUIRED LAWN/ STREETS/ STREETS/ LAWN/ CROSS-COUNTRY PAVED AREAS PAVED AREAS CROSS-COUNTRY 6" Min. +� No SEE PAVEMENT DETAIL SEE PAVEMENT DETAIL 4" Min. screened topsoil �I /� 0 Approved granular non -organic backfill 0 I I- 12" � 1 material placed and compacted in one D 12» -I foot (max.) lifts. Suitable backfill material "Ho-Pac" or tomped Metropolitan District O 0 10' 0 General Statute O 0. O per specifications and as ordered by the engineer. Q Warning tape per Conn. section 16-345, as amended, placed 12" (min.) to 24" (max.) above the top of I Q the pipe. Q I_ _ C Q 111 Q Bank Run Gravel fill Coarse gravel sand or Placed and compacted in 6" layers. No stone Q. O' - 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 1 d 4 Q. Pipe, as specified .. . 12" Gl 4. d 4 1/2 O.D. PIPE .a. 4 4 4 4. '4 .d 4: .4. 4' Metropolitan District Approved P1/2 Filter Fabric Envelope O.D. PIPE 4 p . .4 Q (12' Min. overlap) 1/2 O.D. 4 4 K I 4 4 3/4" Crushed stone bedding material in directed by I 1/2 O.D. DIDE 4 4 4 4 rock excavation or as the engineer. The material shall DIDE 6" Min. Q 4 4 Q 4 Q d 4 meet D.O.T. M.01.01.21 for 3/4" stone. Backfill to centerline of 4 Q 4 a Q a Q 4 Q 4 6" Min. �- 1 pipe when using Polyethylene or A.B.S. pipe. 17 EXISTING PAVEMENT r�L_: 4.9" 12" O.D.I E 12" 3/4" Crushed Stone to Top of Pipe Varies - min. 2D 12" PIE 12" - TYPICAL SANITARY SEWER TYPICAL STORM DRAIN (Utilizing filter fabric envelope of PVC pipe) PIPE TRENCH SECTION N.T.S. SAW 6Uf ANB SEAL JOINT WITH TACK COAT M 04.01 1' 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 CONCPFTE BINDER COURSE ( OR MATCH EXISTING, IF GREATER) M 04 6' (COMPACTED) PROCESSED TRAPROCK 4. ' . ': i T . •• BASE.- M 05,01. .:I.c•:�.i.'y 6' (COMPACTED) PROCESSED GRAVEL y' ''` ' :.';:- SUBASE OVER 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 SECTI❑N PERMANENT PAVEMENT PATCHING DETAIL NOT TO SCALE I Varies i I I CHANNEL SECTION 00 000�0000�0000000� o0 6 1 PLAN VIEW - I- -- 19.70" --I 3919„ slope 0.6% (nom. 1 meter) 090 POLY -DRAIN SIDE VIEW OF CHANNEL POLYDRAIN CHANNEL HEAVY DUTY IN -LAY GRATE LOCK DOWN BOLT BEDDING CONCRETE \� a 4 . 71P7. .Ae Min.A. 4"PREFORMED ---T ----------- ILI, Ir CUTOUT OUTLETS SIDE VIEW 6" PREFORMED INSTALLATION CATCH BASIN CUTOUT OUTLETS &§�_ CAST IRON HANDLE r8�.5" L 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" loll 85 lb 2 HOOKS 22" 16" 12" 100 Ib 2 HOOKS 25" -1 7" -15" I �7 Ib 2 HOOKS 28" 1 20" 181,1 155 lb 2 HOOKS CATCH BASIN TRAP HOOD not to scale A APPLICATION OF GR 1'-7 3/8"'-•� PVMT. CROSS -SLOPE T_ W W J W 2 N O V) r I N No L w w Z ULd to �=w N~W FIJJJZ NOTES: 1. ALL EXTERIOR WALLS OF CATCH BASIN WILL BE FACED, PAINTED AND GROUTED WITH CEMENT 2. LADDER RUNGS SHAI I BE F; - 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. WHERE 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. l'-1 5/8" f- - 4'-8 3/z" --I BRICK LEVELERS 1 2-8 3 4 1 o a. 3-5/8" W I O �Z '-CLASS 'C CONC. w OR PRECAST CONC. BLOCK 4'-4" CLASS 'C' CONC. 5'-0. 4' -I SECTION B-B SECTION A -A / �55 G AC 6 AF d AS / / V S � ro / 500 NSA G - \ -- /li - (1 60c P� e 'LIMIT I LEGEND 0 EXISTING IRON PIN / / %,' 50 � o EXISTING MONUMENT / / FiON�\• �\ SC . LIMIT OF WETLANDS 20 • - - 80' UPLAND REVIEW AREA / / 50 / I V NS / �\ 80 LAWN SXC N EX/STING HV EXIST. 30' POND O�� / •' AVED DRIVE \ �'0 e 200 ARU RON / LAWN V 20 IV 18 SIC -MAILBOX EXIST. TREEL/NE / EXIS TING TREEL/NE / 3 8 HV 10 REMO VE �c , F HV 7 RCP ELOCA TE EXISJ EX. LBOX R TING MS SEEDING PINE AF. %%20 r' S A� -- - -- _ MIXTURE —A C IV '� 2, p c PROPOSED �.qS � or PROPOSED � 30 ,� �e ,� ,� —PN 18 �s'T�io� r S LMID i,A AF �/ AR N 47 \ l l 'Y 0 o �CXS IV AS �o4� o AR 1- QI 20 1 _ ARU SIC i ° Aso 0, AF —RCP\ o N -20 r A _ -��- ° ^ ^ N M20 P INING W \ _ — CSX 3 \ /2b 12 t., 5 _PA PA VIC SC PA \ 2-0 j x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY w LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD co BE FIELD VERIFIED PRIOR TO CONSTRUCTION. W 0 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD Lno °D w 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 -Fli lit i '18 �M P 3 = 35 =, MID 0 30 50 �� \\� VPS CAE 1 1 I I I I I I I I , 140 I / CA / / / 30 CSX 20 PP 6 AC VIC LANDSCAPE LEGEND: XISTING LANDSCAPE PLANTINGS ROPOSED LANDSCAPE PLANTINGS L A NDSCA PL - NOTES: 1. SEE SHEET L5 FOR LANDSCAPE PLANTING SCHEDULE. 2. SEE SHEET L5 FOR LANDSCAPE NOTES AND DETAILS. 3. SEE SHEET LP1 FOR SITE LIGHTING. 4. COORDINATE LANDSCAPE IRRIGATION REMOVAL AND REPLACEMENT WITH OWNER AND IRRIGATION CONTRACTOR. "WIN Tel. 860.291 • 8755 GRAPHIC SCALE , Fax 860.291.8757 LANDSCAPE PLAN 40 0 20 40 80 a sign ro f e s s i on a Is n e■ IN FEET WN. DESIGN: RL8 DRA• MHA CHECKED. RLS 1 inch = 40> ft. I civil engineers • planners surveyors landscape architects • gis • gps JOB NO.: 2222 DATE.• 9-8-05 165 South Satellite Road, South Windsor, Connecticut 06074 DRAWING No.: 222/222—L 1—L4.DWG .�. 163 36 i/ I I I I -57 I 3 I o o i I � V51b N 18BEECH " TREE I I I OWNER/APPLICANT: I DST OUTPUT,INC. I 125 ELLINGTON ROAD SOUTH WINDSOR, CT 06074 RESURVEY PREPARED FOR: DST OUTPUT N w Z R 3 MIJ If \_4CO o ' �, HV Ill \ If AR AR \ _ 20 I ' \ I ' 36"� ECH REE Nis A PA o 0 ARU - � � / rn ,p i l l INV. 55.20 ;� PA C 3 \ / I I o �I �J 4 y� F /�T A S f P/'I Vf S \ \} (22 / 26 PA CO • ^ MP INING W \\ ' / _ ,• \ O L \ 20 , / /• i \\ N 2—CK-- _ \� • • o P CSX / / `` //_/• PA 18 BEECH y K 3 \ 2b 12 /i y PA I TREE PA MULCH � .. t i 8E PA �\r � 1 BEECH 20 // I R E MP PA I If 7 BEECH/ TREE EXIST. JOGGING PATH - -- I i I I / If PA - - SEEDING G _ � MIXTURE ; ,� _ - - - 2 --- / I / a0 PA ; -- TYPE l ,,' j • PACN ; 1)0 zo SEEDING AAIXTURE TYPE- Il FOR �s I 21 BEECH V) 1 _ _ G PA AREAS DISTURBED OUTSIDE TREE+I K ; PA TH i j 15" BEECH ! CON_... ,,.,_ / I I , I TREE / GAS RVIC ; 8" BEECH i / I /TREE / 1 399.71 120/ \/ I // ' EXISTING JOGGING PATH` BW EX. MEADOW , / / , % � � I REMOVE EXIST. WALL ; / / / REMOVE EXIST. CONC. RAMP ' l / / i ; ; ' / � ONC. POST SIGN(TYP.) DELIVERY I I REMOVE AND REL OCA TE ,� ; ; ; ; , REMOVE EXIST. RAMP. - -' ' ' i i 24 BEECH INSTALL 5 BAY LOADING � \ _ ; EXISTING Pr VES (2—PN) �' TREE ' DOCK. 0 15—CAE ; ; ; l \ - 5—�n 18" BEECH I ;/ �' TREE , I N - LA Wl�l PROP. CONC. PAD _ 4 I PIN 24" BEECH TREE � EXISTING GUIDING \ /' f^� ��—�6" BEEC�k-I I F.F = 62.83 TREE \\ i I EX. CONCRETE --------1 ��'/ \\ TREE \\\ \� X. DUMP TER PAVEMENT REMOVE AND ADJUST LANDSCAPE do ' \ TR BEECH P AD � ' ---- \ TR EEC EXISTING SHRUBS AS REQUIRED FOR ,- �- —�S ` NEW LOADING DOCK � I 24" BEE�ki�, 12" BEECH I c.o. TREE \EE C.O. / �t 6x1snNG j SANS LEGEND / I Q ® EXISTING IRON PIN 0 EXISTING MONUMENT 399.71x / I ' ` �\ O - ��' LIMIT OF WETLANDS - 80' UPLAND REVIEW AREA i LANDSCAPEXISTILEGEND., LANDSCAPE PLANTINGS j I PROPOSED LANDSCAPE PLANTINGS 15" BEECH , TREE I \ 3 ",In'% o 6" BE I ►� . TREE ; i v LANDSCAPE NOTES.' 1. SEE SHEET L5 FOR LANDSCAPE PLANTING SCHEDULE. 2. SEE SHEET L5 FOR LANDSCAPE NOTES AND DETAILS. 3. SEE SHEET LP1 FOR SITE LIGHTING. \ 4. COORDINATE LANDSCAPE IRRIGATION REMOVAL AND I SEEDING REPLACEMENT WITH OWNER AND IRRIGATION CONTRACTOR. I I MIXTURE ►' - ' OWNER APPLICANT: TYPE 2 1 DST OUTPUTJNC. AD SOUTH W N SOR, CT 00 074 MARK o II x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS Tel. 860.291 • 8755 RESURVEY PREPARED FOR: SHEET z LOCATIONS AS SHOWN, ARE BASED nN AVAILABLE Fax 860 291 8757 rn INFORMATION. ALL EXISTING UTILITIES SHOULD GRAPHIC SCALE a �gn LANDSC CPC PLAN DST OUTPUT BE FIELD VERIFIED PRIOR TO CONSTRUCTION. qp p 20 qp gp r �: 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD ■ oessionals one L3 BY A LICENSED LAND SURVEYOR PRIOR TO 2 12/08/05 PER TOWN COMMENTS GBS IN FEET DESIGN: RLB DRAWN.• MHA CHECKED: RLB R25 IELLRN TON ROAD CONSTRUCTION. C ) civil engineers • planners surveyors I THIS PLAN IS INVALID UNLESS IT BEARS THE 1 11/28/05 PER TOWN COMMENTS GBS 1 inch = 40 ft. landscape architects is s JOB NO.: 2222 DATE.• 9-8-05 L5 IMPRESSION SEAL AND ORIGINAL SIGNATURE 1 p g gp ttJ'"'H WIINDSOIIB OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY 165 South Satellite Road, South Windsor, Connecticut 06074 ORAW/NG NO.: 222/222-L1-L4.DWG SOUTH y CONNEC IC d!. no 399.71 T I � _ LANDS PE LEGEND: E STING LANDSCAPE PLANTINGS PR OSED LANDSCAPE PLANTINGS If 12" FIRE WATER LINE DOMESTI�TER LINE ��' `� ; LANDSCA ENOT�S' 1. SEE SHEET L FOR LANDSICAPE PLANTING SCHEDULE. 2. SEE SHEET L5 FOR LANDSCAPE NOTES AND DETAILS. 3. SEE SHEET L FOR SITE LIGHTING. 4 ON REMOVAL AND RAC MENTHOWN APE IIR AND COORDINATE IDC1 IRRIGATION CONTRACTOR. SS DING I MIXTURE TYPE l '' I � PROP. CON. PAD TYP. � /� r I ' ► I I� I I r � ,- 111 i I � I 00 / i I I I I PROPOSED ADDITION I I ► + I / I I 43, 316 ± S.F. / I ►, FF: 62.83 I SEEDING MIXTURE TYPE ll FOR ALL ARZ-.AS CC) 41- w 90I I� I + D S 7,URBED OU TSIDE OF + DRI Vf II I t . . I LIGHT POLE INV. 5715 / t r (TYP.) % I I ! I t1 16 • I/ I // 1 GAF- Z 70 LF. 12" HDPE \.. D o WITH BENDS �0.5;'Q NEW 12" INV. 56.80 — — n '� � � J � • :.: yY .. -_..�-- -- _ -- — — � SEEDING OF BIT. ,--'__ _ D - --- - MIXTURE \ go / EEDI �G MIXTURE TYPE lr L�CS FOR A L�- L AREAS DISTURBED OU TSIQE OF 8 r v DRI VE I � r ' \ o 1, 50 2 AF `V 1 Sc )IUD NG `30 VP Lij l y1 \ I N' N Y PROPOSEQ r \ BOLLARDSI I \T Vu I� \ (SEE DETAIL) \ 1 5 I J r TER l YT L ' 1PPN/V\5 / V• G ---------------- \1/, SC ---�— G — - T j()7 Oil ii 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE n INFORMATION. ALL EXISTING UTILITIES SHOULD REVISIONS " BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE iU BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO 2 12/08/05 PER TOWN COMMENTS CBS CONSTRUCTION. 1 11/28/05 PER TOWN COMMENTS I CbS 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAI SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION ICY 5 C- ,1 L S 50' F.Y. 360783 -= G S A I r) VP FP 15" BEECH TREE \ 6" BEECH TREE 60 V L 2 AS 8 ' r, / / ��r I / / c/r V `� 20 C% v . _ 5 50 �L —J0 2 1 A C VC LB s 40 20 V UP GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) i inch = 40 ft. S \ ' � r r / � r \ r r I / EXISY �OGG�IN TH r l / � 25 SL � 1 2 I ' QP 20' S.Y. i 1-30 I 15 0. SXC / 5 / 4 /-` LEGEND / 0 EXISTING IRON PIN o EXISTING MONUMENT / A C i t -- J EX / - - --� SOUI/ TOWN LINE �YINDSOR 195.70 EX. HYDRANT EAST HARTFORD -fy 1t'9 . "" .... �-3'-aAI-G G G _ _ VALVE s - - — EX. GAS VALE CHD HO 4STREET SIGN ATC OWNER/APPLICANT: STOP SIGN DST OUTPUT,INC. z 1 125 ELLINGTON ROAD T s SOUTH WINDSOR, CT 06074 MARK Tel. 860.291 • 8755 Fax 860.291 - 8757 LA^ �,DSC „ PE PLAN esign w �L,1a� rofessionals, inc. l�E 1�'N.RLB DRAWN MHA RL8 civil engineers • planners surveyors landscape architects •gps ✓OB NO.: 2222 DATE.- 9-8-05 165 South Satellite Road, South Windsor, Connecticut 06074 DRAW/NG NO.: 222/222-L1-L4.OWG RESURVEY PREPARED FOR: DST OUTPUT n25 IE LILUNGTON ROAD SOUTH WUNDSOR9 CONNIEtCTUCUT SHEET WIRE OR CABLE SIZES SHALL BE AS FOLLOWS: TREES UP TO 65 MM (2.5 IN.) CALIPER - 14 GAUGE 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 FNOIIGH TO ACCOMMODATE 35MM (1.5 IN.) OF GROWTH AND BUFFER ALL BRANCIES 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 HOSE GALVANIZED WIRE OR CABLE - TWIST WIRE TO TIGHTEN. TURNBUCKLES FOR TREES OVER 150 MM (6 IN.) CALIPER. 750 MM (30 IN,) LONG - WOOD STAKE. ALL STAKES SHALL BE DRIVEN OUTSIDE THE EDGE OF THE ROOT BALL. PLASTIC FLAGGING OR OTHER VISUAL MARKER ON EACH WIRE. OPTIONAL METAL DRIVE ANCHORS, FINSTALLED PER MANUFACTURERS DIRECTIONS. 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 SHALL BE REMOVED NO LATER THAN THE END OF THE FIRST 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. • TREES WITH POOR -QUALITY ROOT BALLS OR ROOT BALLS THAT HAVE BEEN CRACKED OR DAMAGED. REJECT RATHER THAN STAKE • TREES THAT HAVE GROWN TOO CLOSE TOGETHER IN THE NURSERY, RESULTING IN WEAK TRUNKS. REJECT RATHER THAN STAKE. 0 PLANTING PROCEDURES THAT DO NOT ADEQUATELY TAMP SOILS AROUND THE ROOT BALL. CORRECT THE PLANTING PROCEDURE. 0 ROOT BALLS PLACED ON SOFT SOIL. TAMP SOILS UNDER ROOT BALL PRIOR TO PLANTING. • ROOT BALLS WITH VERY SANDY SOIL OR VERY WET CLAY SOIL. STAKING ADVISABLE. 0 TREES LOCATED IN A PLACE OF EXTREMELY WINDY CONDITIONS. STAKING ADVISABLE. NOTES 1. STAKE OR GUY TREES ONLY WHEN NECESSARY FOR SPECIFIC SITE CONDITIONS AND WITH APPROVAL OF OWNERS REPRESENTATIVE. 2. TREE WRAP TREES ONLY WHEN NECESSARY FOP 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 PL^NTING OF THE TREE IN THE IMPROVED SOIL, SEE "TREE PLANTING DETAIL." LOAMY SOIL TAMP SOIL AROUND ROOT BALL _i 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 Z Ti1.1ES 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 BLOM 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. FT� DO NOT HEAVILY PRUNE THE TREE AT PLANTING PRUNE ONLY CROSSOVER LIMBS, CO -DOMINANT LEADERS, AND BROKEN OR DEAD 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. MARK THE NORTH SIDE OF THE TREE_ IN THE NURSERY, AND ROTATE TREE TO FACE NORTH AT THE SITE WHEN EVER POSSIBLE. SET TOP OF ROOT BALL FLUSH TO GRADE OR 25-50 MM (1-2 IN.) - HIGHER IN SLOWLY DRAINING SOILS. E"'i TREE MUST BE PLANTED SUCH THAT THE TRUNK FLARE IS VISIBLE AT THE TOP OF THE ROOT BALL. TREES WHERE THE TRUNK FLARE IS NOT VISIBLE SHALL BE REJECTED. DO NOT COVER THE TOP OF THE ROOT BALL WITH SOIL. 200 MM (8 IN.) I 'LAG MIA 4 IN.) HIGH EARTH SAUCER ' SETOND 8GE OF ROOT BALL. 50 MM (Y IN.)_ MULCH. DO NO PLACE r r'r, MULCH IINv TACT ,'," WITH TREE TRUNK. + + + + + + MAINTAIN THE MULCH WEED -FREE FOR " E A MINIMUM OF ONE YEAR AFTER r ''' "�� REMOVE ALL TWINE, ROPE AND WIRE. AND ... BURLAP FROM TOP HALF OF ROOT AND PLANTING. ' +'r+'' IF PUNT IS SHIPPED WITH A WIRE BASKET AROUND THE ROOT BALL, CUT THE WIRE BASKET IN FOUR PLACES AND FOLD DOWN 200 MM (8 IN INTO PUNTING HOLE. NOTE: FOR D114ENSIONS OF PLACE R OR TAMPED SPILL ON UNEXCAVATED PLANTING AREAS TYPES OF SOIL AMENDMENTS, O� SOIL REPLACEMENT, SEE "SOIL IMFROVEMENT DETAILS." TAMP SOIL AROUND ROOT BALL 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 PLA,. i . F n blf E6 THAW -40- Y!.! (,3 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 SO, MIXTURE (TYP.) DEPTH - 12' MIN.) BALL DIAMETER + 12' LANDSCAPE NOTES: 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 FE'- CUE 30% OF MIXTURE PERENNIAL RYEGRASS 10% OF MIXTURE CREEPING RED FESCUE 10% OF MIXTURE APPLICATION RATE: 4.50LBS. PER 1000S.F. B. SEEDING MIXTURE TYPE II (LOW MAINTENANCE) PERENNIAL RYE GRASS 10% OF MIXTURE CREEPING RED FESCUE 10% OF MIXTURE ALSIKE CLOVER 5% OF MIXTURE RED TOP 5% OF MIXTURE TALL FESCUE 70% OF MIXTURE APPLICATION ' 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 LANCER PERENNIAL SWEET PEA 4% OF MIXTURE ANNUAL RYGRASS 10% OF MIXTURE APPLICATION RATE: 3.50LBS PER 1,000 S.E. 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. PLANTING 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 WILL NOT AFFECT THE REQUIRED ONE YEAR PLANTING GUARANTEE PERIOD. 11. SUBSTITUTION OF PLANTS WILL NOT BE PERMITTED UNLESS APPROVED IN WRITING 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 RECOMMENCED BY TESTING SOIL MIXTURE SHALL CONTAIN THE ABOVE TO ACHIEVE THE FOLLOWING GRADATION RANGE: A. GRAVEL -LESS THAN 10% B. COA,,SE/MEDIAN SAND- 55%-65% 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 MAGNF`'IUM 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 COMPOSITION. 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. PER 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 I.IMESTQNE 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 RATE 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 RESEEDED/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 PLANTING NOT TO SCALE I� x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS � ,,T,, LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE o a � INFORMATION. ALL EXISTING UTILITIES SHOULD `' Ln 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 ,NJ IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION gy LICENSED LANDSCAPE ARCHITECT CONNECTICUT LICENSE NO. 568 WILDFLOWER MEADOW MIXTURE 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 LESPEDESA CAPITATA WILD BLUE LUPINE LUPINUS PERENNIS BLACK-EYED SUSAN REDBECKIA HIRTA PURPLE CONEFLONNER ECHINACEA PURPURE_A 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 WILD BERGAMOT MONARCIA FISTULOSA LANDSCAPE PLANTING SCHEDULE- QTY. KEY BOTANICAL NAME COMMON NAME SIZE NOTE: 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 QPAA ARLCC• DI AAITC` AT LIATI MTV 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-15'W) 8 CK CORNUS KOUSA KOUSA DOGWOOD 11/2"-2" CAL. B&B PLANT AS SHOWN (20'I-IT--20'W) 4 MS MALUS 'SPRING SNOW S-RING SNOW CRABAPPLE 2" CAL. B&B PLANT AS SHOWN (20'HT-20'W) 11 PA PLATANUS X ACERFOLIA 'BLOODGOGJ' 'BLOODGOOD' LONDON PLANETREE 3" CAL. B&B PLANT AS SHOWN (70'HT-60'W) 0 I PC I PYRUS CALLERYANA ',REEN ARISTOCRAT PEAR 3" CAL. I B&B Ui'�M-UKM PLAN IING5 PLANT AS SHOWN (30'HT-20'W) EVER TREES 3 AF ABIES FRASERI FRASER FIR 7'-8' HT B&B PLANT AS SHOWN (45'HT-25'W) 2 PG PICEA GLAUCA WHITE SPRUCE 6' HT B&B PLANT AS SHOWN (40'HT-15'W) 8 PN PINUS NIGRA AUSTRIAN PINE 5'-6' HT B&B PLANT AS SHOWN (60'HT-30'W) 3 PN PINUS NIGRA 1 PP 'GLAUCA' AUSTRIAN PINE EXISTING SPADE RELOCATE (60'HT-30'W) PICEA PUNGENS SHRUja COLORADO BLUE SPRUCE 6'-7' HT B&B PLANT AS SHOWN (80 HT-40 W) 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) CS CORNUS SERICEA 'SPARKLEBERRY REDOSIER DOGWOOD 2'-3' HT CONT. 6' O.C. (6'HT-6'W) 10 IV ILEX VERIICILLATA 'SPARKLEBERRY WINTERBERRY EXISTING B&B RELOCATE 8' O.C. (10'HT-10'W) 5 JH JUNIPEROUS HORIZONTAUS,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 SHOWN (8'HT-8'W) 7 VDP VIBURNUM DENTATUM GROU IDCOVERS NORTHERN ARROWOOD 18"-24" HT CONT. 5' O.C. (10'HT-10'W) 2 CA CALAMAGROS71S 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 design rofessionals, ins:. civil engineers • planners surveyors landscape architects • gis gps 165 South Satellite Road, South Windsor, Connecticut 06074 L�QMn DEC APLE DI TG1BLO DESIGN: RLB I DRAWN.• MHA I CHECKED: RLB JOB NO.: 2222 DATE 9-8-05 DRAWING NO.: 2222/2222-L5. DWG PREPARED FOR: DST OUTPUT SOUTH WHNDSOR OWNER/APPLICANT: DST OUTPUT,INC. 125 ELLINGTON ROAD SOUTH WINDSOR, CT 06074 cCONNEC RIC UT L5 T L5 LIGHTING NOTES ___---- 216.71 F i i I I - ON P ( P. 1 I I I I I I I I PROPOSED ADDITION 43, 316± S.F. I FF: 62.83 t t t � t � t t 00 t 00 t t t tt I N V. 57.15 t t t / / / N C �`'�R-X C 95.99 _ I � GE OF BIT. EU INSTALL CONC. CURB (TYP.) ST. JOGGING PATH PROPOSED JOGGING PATH I t I t I t I I I / I I , I II I I ► , I I � SV-1 I I \-PROP. CON . PAD (TYP,/ 7//0 LF. 12" HDPE --� WITH BENDS 9-0.57.` META! 91)" IAITI cn ran S� - IVGYY IG IINV. 00.0U t I v cx 0 II II 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS co LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE ;w INFORMATION. ALL EXISTING UTILITIES SHOULD 00 A w BE FIELD VERIFIED PRIOR TO CONSTRUCTION. C" 0 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 00 w BY A LICENSED LAND SURVEYOR PRIOR TO 2 12/08/05 PER TOWN COMMENTS GBS CONSTRUCTION. 1 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 OFSCRIPTION BY / I � I /1� If / 20 UTILITY EA S ENT IN FAVOR OF / F. LAND AS OCIATES LIMITED PAR RSHIP, j DS REALTY C NECTICUT, INC. I I OWN OF SOUTH WINDSOR I I I I / l I � GRAPHIC SCALE 40 0 20 40 80 IN FEET 1 inch = 40 ft. Tel. 860 -291 - 8755 Fax 860 " 291 - 8757 resign ofessionals, inc. civil engineers • planners surveyors " landscape architects • gis gps 165 So_I+.h Satellite Road, South Windsor, Connecticut 06074 1. LIGH77NG RX7i1R1ES (BS) EXIS77NG BOLLARD LIGHT, 7OW METAL HALIDE (MH), SQUARE, 42" HT., THE McGRAW-EDISON SERIES BY COOPER LIGHTING, COL OR.• COOPER SIL VER. (SA) EXISTING LIGHT, POLE-McwTED, 1,v00W METAL HALIDE (MH) COOPER LIGH77NG, W/ R5 DIS 7RIBU 770N, 39' POLES ON 24" CONC. BASE. (SB) L-XIS77PIG LIGHT, POLE -MOUNTED, 40OW METAL HALIDE (MH) COOPER LI6H77NG, W/ R3 DIS 77?IBU 770N, 23' POLES ON 24" COYVC. BASE. (SB-1) PROPOSED POLE -MOUNTED LIGHT, 40OW METAL HALIDE (MH) COOPER LIGH77NG, W/ R3 D/S77?011770N, 23' POLE ON 24" CONC. BASF. (SC) EXIS77NG LIGHT, WALL -MOUNTED, 25OW METAL HALIDE (MH) COOPER LIGH77MG MOUNTED 20' ABOVE FINISH FLOOR. (SD) EXIS77NG DOOR LIGHT, WALL -MOUNTED, 7OW METAL HALIDE (MH) COOPER LIGH77NG, MOUN7FD 10' ABOVF FINISH FLOOR. (SD-1) PROPOSED DOOR LIGHT. WALL-MOUN7F0, 7OW METAL HALIDE (MH) COOPER LIGHTING, MOUN7FD 10' ABOVF FINISH FLOOR. (SF) EXISTING WALL -MOUNTED LIGHT W/ BUILDING ARM MOUNT, 25OW METAL HALIDE (MH) COOPER LIGHTING, W/ R3 DIS7R/BUTRON, MOUN7FD 20' A80VLF FINISH GRADE. (SF-1) EXISTING WALL-MOUN7FC LIGHT W/ &U,"-,DING ARM MOUNT, 25OW METAL HAUDE (MH) COOPER LIGH7RNG, W/ R3 DIS77RIBU770N, TO BE RELOCA7FD, MOUNT 20' ABOVE FINISH GRADE. (SF-2) NEW WALL-MOUN7FD LIGHT W/ BUILDING ARM MOUNT, 25OW METAL HALIDE (MH) c0<JPFi4 I /r;HT7Nr W/ R3 D/STR/BUTIG,Yt TO BE RELOf,A 7ED. MOUNT 20' ABOVE FINISH GRADE. 2. LIGH77NG RX7URES AND POLES 70 BE COLOR.- COOPER S/L VFR, J. 7HE SOUARE T � "'ERED POLE, MODEL DS220, SHALL BE 7HE OU7PUT 7FCHNOLOGIES SERIES BY VALMONT INDU57RIES COLOR.- COOPER SIL VERZ 4. WALL -MOUNTED LIGHT RX77/RES 70 BE COLOR,- BLACK. 5. ALL NEW RX7URES SHALL BE FULL CUT-OFF LUMINAIRES jWTH NO LIGHT EMISSION ABOVF 75 DEGREE 70 NADIR. 6. ALL EXIS77NG R/X77/RES SHALL REMAIN UNLESS OTHERWISE NOTED. ,� —T 10, 6 • 7/8, 0 4 DOOR L.16K COOPER SD-MHGP-70H WALL —MOUNTED LIGHT N. T S ANCHOR PLATE POLE BUSHING (ANCHOR BOLTS NO, AND PLAN 1 A A' TCONFIG. PER YPICAL) MANUFACTURER HAND HOLE PATH t�/1''1 GASKETEO COVER TERMINATE Iff BARE COPPER U ON GROUND LUG INSIDE POLE FLANGE COVER BUSHING ANCHOR BOLTS AS 1" CHAMFER ANCHOR PLATE RECOMMENDED BY WEEP HOLE THE LIGHT POLE MANUFACTURER i(8 BARE COPPER 24" CRADE CONCRETE BASE - GROUNDCLAMP 30" REFBER TO REFER TO NOTE 3 NOTE 3 CONDUIT 1 2"x8'-0" - LfMPEP, CLAD f./'�' PEFER TO GROUND ROD NOTE 3 CiQ.IES� 1. MAINTAIN 3- CLEARANCE BETWEEN GROUND ROD AND RtBARS ANU/QR TIES 2. POLE BASE BY GENERAL CONTRACTOR. 3. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL REQUIREMENTS OF POLE BASE POLE BASE DETAIL NOT TO SCALE LIG TING PLAN DESIGN: RLB DRAWN.• MHA I CHECKED: RLB ✓o6 No.: 2222 1DA TE. 9-8- 05 DRAWING NO.: 222/222-LP.DWG LIGHT POLE WITH LIGHT N. T. S OWNER/APPLICANT. DST OUTPUT,INC. 125 ELLINGTON ROAD SOUTH WINDSOR, CT 06074 RESURVEY PREPARED FOR: .DST OUTPUT 10 1 1 W2A I I \ I 1w, ,. CONNIECTUCUT SHEET 11 NOT TO 5GA E NORTH PARTIAL FLOOR PLAN $CALL: iA(o". ^ V_01' ,11 NOT TO SCALE PAFOR"'INAL FLOOR PLAN SCALE, mo , v-m• NORTH PT T architects LLC 1379 MAIN Stt<EET EAST IUR TFORD Cr. 06108 860.289.3262 fax 860.289.3163 date 305EPTO5 drawn JRP/pM scale A5 NOTED checked PM project no. 0540 a .V) w V i.< t o TOP OF WALL ELEY.140'-101/2r p v 0 0 sz, 0 U SOUTH D C1'2� II) no ns am, C(o n n rel n RE ME 14 PRECAST WALL PANELS FR L EAST L^IAL L AT LINES J EN P REUSE 5 PRECAST WALL PANEL5 FROM EAST WALL AT LINE 8 I 4 NFA PANELS TOP OF WALL LINE OF ROOF OMR SIDE OF - - 140'-101/20 El U M M R IL._! F-1 i.._ 1 0 TOP OF WALL. 12W-01 AT EAST 51M FIE TERIOR ELEVATION SCALE: 146" = 1'-0" nKK nij nHW (EE nm) ncr- n55 Z97, - I l TN PREFIN. INSULATED METAL PANEL BEYOND TO MATCH EXIST. NF.W MECWIGAL ROOF SCRIM. TOP OF WALL 140t-101/24 NEW i3UILDiNG AD MON - WILL EXISTLNG BUILDING � a v H REUSE 21 PREGAST WALL PANGS FROM 50UM WALL AT LINE E-E r REMOVE EX15T. CORNER PANEL EX15T. METAL PANEL 5101% TO REMA! /Xxx NEW CORNER PRECAST PANEL rx r4 .... •' 0/ i o rL RELOCATE EX15T. LIGHT FIXTURE. EX15T. RELOCATED PRECAST PANEL WITH PAINTED H.M. rNY Mk r- ffd HAiZfJWARE. a x' u .■.. I mom. "W t i t •.w R A "a Som ♦ ."a t == rt. ! w arm. jww 1 it ♦ • R ♦ 1 M+l I 21 date 305EPT09, drawn ,1R?IPM scale A5 NOTED Q u m WALL SECTIONS 2^ A I t' A^ ♦ 1 �.►.1�... NOT TO eCALE PARTIAL ROOF PLAN CAPITAL STUDIO NORTH bmcY otno� r O'�mo Cmf� bm� o h'o't . . ' L. ppoppe o(�o ` ' L. L. . KEYPLAM NOT TO 50ALE NORTH PARTIAL ROOF PLAN SCALE: IA(o" = I `-0"