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HomeMy WebLinkAbout04-13P_HUDSON BAYLOR CORPORATION SITE PLAN MODIFICATION_RYE STREET1 ODIFICATION M -D rn TD) IL -A T TH D) 5 FINJ 77�9 f-V 0 1 L-A E T 00 U Lu) e.f P\,u prepared by: esign rofessionais, inc. INS Civil Engineers • Planners - Surveyors • CIS 165 South Satellite Road South Windsor, CT 06074 (860) 291-8755 FAX (860) 291-8757 MAP Lor N/F ABUTTER usr 122 1 204 W£Sr NEWBERRY RD. CULBRO SHEPARD ASSOCIATES BLOOMFI£LD Cr o5o02 2 177 RYE Sr. REICHLE, ERNESr & NICOLE K. 3 136 RYE Sr HILL. JEAN r. 4 138 RYE Sr. FOLSOA1 PROPERrY MANAGEMENT, LLC 5 PO BOX 415 SHEPARD POLA INC £ASr W/NDSOR HILL, Cr 0602E 6 PO BOX 415 SNEPARD POLA INC EAST WINDSOR HILL„ Cr 05028 7 34 W009COCK LN. WOODCOCK, JOHN J. At rRUSTEE 9 10 ABBE RD. CHARBONNEA'V ANDR£ L. 11 12 34 WOODCOCK LN. 34 WOODCOCK IN. WOODCOCK JOHN J. JR. WODDCOCI; JOHN J. JIP. 13 34 WOODCOCK LH. WOODCOCK, JOHN J. 1R., rRUSTE£ 17 STATE OF CONNFOnCUr SrAr£ OF CONNEOnCUr 123 1 369 TROY RD. GAINER, WILUAM N. & ArHENA 2 353 TROY RD. AIYERS, ANNA P. 3 333 TROY RD. GRAY, LEONARD B. JR. & SANDY B. B 1540 SfJWVAN AVE. TOWN OF SOUTH WWNDSOR 9 !1 313 TROY RD. f25 EDiY/N RD. GARNET EARL J CHARBC3NNEAU, ANDRE L. 134 46 443 RYE Sr. McCRAN JAMES R. & DORAN, ANN 47 1540 SULUVAN AVE. TOWN OF SOUTH IWADSOR 4B 204 WEST NEWBERRY RD. CULBRO SHEPARD ASSOCIATES BLOOMFIELO, CT 06002 135 51 404 RY£ Sr. AIATUUS, GEORGE W. 70 TOLLAND SrREEr CONNECTICUT SOVrHERN RAIL BLD0 6 £AST HARTFORD, Cr 06108 THESE DRAWIN65 ARE THE PR 4'ERTY OF rWlCvN PROF>^5310NALS, ING., AND HAVE VMN PREPARED SPE IPIGALLY POR THE OW�WAPPI.IGANT FOR THIS PRO.lEGT, THEY ARE NOT TO BE VOW FOR ANY OTHER PURPOSE OR BY ANY OTHER PERSON OR PERSONS NOR RLPROLWG.ED IN ANY MANNER WlTfkWr THi» EXPRESS WRITTEN PERMI53l0N OF DESI&N. PR4Mr-0410NAL.5, WO. TF-,SE PLANS ARE INVALID UNLESS THEY BEAR THE ORIOINAL SI(MATME AND IWIRMOSION SQL OF THE PROFESSIONAL ENSINEER OR SURVEYOR. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300E-•1 THRU 20-30OB-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNEC71CUT 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 EST OF MY WLEDGE AND BELIEF. THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 12882 RICHARD ARTEL LIC. No. r FINAL PLANS TOWN OF SOUTH WINDSOR AUTHORIZED SIGNATURE DATE: S) I ljo V SOUTH WINDSoR APPLICANT: i PL&NMING DEPT. HUDSON BAYLOR CORPORATION C/O HARRAL S. TENNEY, PRESIDENT 237 DUPONT AVENUE NEWBURGH, NY 12551 TEL:(845) 561--0160 FAX:(845) 562--8412 KEY SCALE: MAP 1 "= 200' i 3�P OWNER: HANDY & HARMAN REFINING GROUP, INC. P.O. BOX 1390 ATTLEBORO, MA 02073-0390 123— 8 23--9 j PLUM LANE' SC TIC a PM TREE P.LA 1i l� LANE %, J M4--- SITE-\�. zw.Wwam— Rw SXw? PNW p`r MBERLY /� y� D� V \ d1I!'Y ......J 1 2-4 5-7 8 LOCATION PLAN SCALE: 1 "= 1500' ZORIng► Data Black USE: RECYCLING/PROCESSING FACILITY ZONE: INDUSTRIAL (1) ITEM REQUIRED/ALLOWED PROVIDED Lot Area 20,000 s.f. min. 1,246,811 S.F. Lot Width 100 ft. min. 1,989.41 FEET Lot Depth 150 ft. min. 907.26 FEET Lot Coverage 50% max. 13.5% t Impervious Cov. 65% max. 31.1 Building Height 40 ft. max. 37.5 FEET Bldg. Stories 2 max. 2 stories Front Yard 35 ft. min. 143.1 FEET Rear Yard 25 ft. min. N/A Side Yard 10 ft. min. 39.0 FEET Parking 195 s aces 197 spaces PARKING REQUIREMENTS: PARKING SPACE — 9' X 18' MIN. USE (INDUSTRIAL) — 4.5 SPACES PER 1000 SF OFFICE 1 PER 1250 S.F. OF WAREHOUSE BUILDING = 171,023 S.F. OFFICE = 14,600 S.F. = 65.7 SPACES WAREHOUSE = 161,000 S.F. = 128.8 SPACES REQUIRED: 195 SPACES PROVIDED: 197 SPACES SHEET INDEX COVER SHEET/KEY MAP PLOT PLAN TOPOGRAPHIC PLAN DETAILS SHEET 1 "' �i�Ircawniacatr ' ,/ • srar� aal y F� REV: APRIL 12, 2004 REV: FEBRUARY 41, 2004 REV: FEBRUARY 2, 2004 REV: JANUARY 12, 2004 REV: JANUARY 6, 2004 REV: DEC,. 24, 2005 REV: MAY 22, 2005 REV: MAY 15, 2005 DATE: APRIL 14, 2005 DPI PROJ. # 1-755 MATCH LINE B �E UUV.J- yE STREE.g 2.57xrEw Snry xvEIPT 1.17' IR-A SZ-5-91 ' EAST OF PROPERTY CORN R ....„�,,, .�•.}6.63 .. ^---- 'Fan 174-06 S744'43'33"W , ..... ..................... -- ... ,....-•------ •-• ......_._. -- ...,..- .....- -- ._. M UN. ,.... ,.�, ...................._ .................-•. .._ _..........- -- -- -- 753.42' l I 35' F.Y. N j \ G� WF#76 9 � � I \ I S6 sr�\ 2 ` \ I \ I N/F I SHEPARD P OLA INC. ,\ LEGEND O EXISTING IRON PIN \ I a EXISTING MONUMENT -ro- EXISTING SIGN \ •----"•- EXISTING PROPERTY LINE \ I -------* REGULATED AREA \ A A A • INLAND WETLANDS NOTES: � � I N /F JOHN J. WOODCOCK JR. TRUSTEE Ss 69,E gt' \ I ♦� I 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. \ 2. AREA OF PROPERTY = 1.246,811 sq. ft. = 28.62 ac. �` 3. PROPERTY IS IN "I" ZONE. I 4. PROPERTY IS IN ZONE X - AREAS DETERMINED TO BE OUTSIDE 500 YEAR \ FLOODPLAIN AS PER FIRM COMMUNITY PANEL 090036 0002D MAP REVISED FEB. 23, 2001. 5. HORIZONTAL DATUM: NAD '83 r \ 6. REGULATED INLAND WETLANDS FIELD DELINEATED BY JOHN IANNI, HIGHLAND i \ SOILS, LLC ON MAY 20, 2003 AND FIELD LOCATED BY DESIGN PROFESSIONALS, I NC. IN SEPTEMBER 2003. \ 7. STREET LINE ALONG RYE STREET AND TROY ROAD IS NOT ESTABLISHED. \ I MAP REFERENCES: ♦ \ 1. SITE PLAN -PROPERTY OF HANDY &HARMAN REFINING GROUP, INC. 300 RYE STREET SOUTH WINDSOR, CONNECTICUT SCALE 1"=50' DATE: 6-30-99 REV. TO 7-1-99 SHEETS 1 & 2 OF 2 BY CLOSE JENSEN & MILLER, P.C. 2. PROPERTY OF CULBRO CORP. 062-260 TROY ROAD SOUTH WINDSOR. CT. SCALE 1"=100' JANUARY 1991 BY ED HALLEY AND ASSOCIATES MON oil n a rn t• 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 REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 OF THE REGULATIONS OF CONNEC71CUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT„ AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON, GRAPH. 0 4 2_9_04 SITE PLAN MODIFICATION JAS 3 12-24-03 REV. PER APPROVAL CONDITIONS KMI 1- 2 5/27/03 1 added truck seole gbs CONSTRUCTION. IN 1 5/22/03 PER TOWN COMMENTS MHA 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. 12882 RICHARD P. MARTEL LIC. No. 1 inch NO. DATE DESCRIPTION By 0,55' SOU- 1.29' EAST PROP RTY I Tel. 860.291 • 8755 ■ Fax 860.291.8757 :21 SCAM esign 20 40 gp FEET) &of essl )peels INMI C 40 ft. ® civil engineers * planners * surveyors landscape architects • gis • gps 165 South Satellite Road, South Windsor, Connecticut 06074 pLo'T PLM CERTIFIED ,, �• 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 \:.v,,:eo`•� AREA CODE 8801644-2511 Junc 3, 2003 Mr. Peter DeMallie Deign Professionals, Inc. 165 South Satellite Road South Windsor, CT 06074 Re: AM #03-23P, Hudson Baylor Corporation, Dear Mr. DeMallic: We are pleased to advise you that the Planning & Zoning Commission voted on May 27, 2003, to approve with modifications the above referenced application for a Special Exception to Section 6.1.3.7 and Site Plan of Development. This approval is to operate a recycling facility on property located a000 Rye Strack I zone as shown on plans prepared by Design Professionals, Inc., Job No. 1755 dated May 22, 2003, as revised. This approval is subject to the following modifications: I. No building permit will be issued until the final mylars have been filed in the Town Cleric's offioe. 2. An as -built plan is required prior to issuance of a Certificate of Occupancy per section 8.1.10 of the Zoning Regulations. 3. A landscape bond in the amount of $2,000.00 is required bad must be submitted prior to filing of myiara. 4. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 5. This approval does not constitute approval of the sanitary sewer, which can only be granted by the Water Pollution Control Authority. 6. Landscaping details must be finalized and approved by Town Staff. 7. The relocated driveway must be tnalizcd and subject to the review and approval oftown staff S. The number of actual trailers and trucks to boon site must be corrected. 9. EngincFring commatts of 5127103 must be addressed to the Town Engineer's satisfaction. I0. The traffic report trust be modified to correct the numbers of trailers that are part of the operation. 11_ Trucks and trailers entering and exiting the site prohibited from using Troy Road. Black and white transparent mylars of Shoct #3 and 4 with the above modifications, together with three blueprint copies of the entire set ofplans must be submitted to this Commission within 30 days to be stamped and signed. The letters of approval of this Commission must be reproduced on the mylars. After the mylars have been signed by the Commission, they will be retuned to you for filing in the Offfoo of the Town Clerk. After filing these plans, a copy of thozeceipt must be submitted to the Planning Department. Sincerely, Kevin McCann, Chairman Planning and Zoning Commission 1, Kevin McCann, Chairman of the South Windsor Planning & Zoning Commission, hereby certify that on May 27, 2003, the Planning and Zoning Commission granted to Hudson Baylor Corporation a Special Exception to Article 6.1.3.7, of the Zoning Regulations to operate a recycling facility Ott property located at 300 Rye Street, I zone as shown on plans preparod by Design Professionals, Inc. Project No. 1755 dated May 22, 2003. Assessor's Map and Parcel Number. Map #122 Parcel #8 More particularly bounded and described as follows: Beginning at a point in the southerly street Una of Rya Street, said point being ftuthex.described as a concrete monument; thence, S66.47* 240E along property now or formerly of Shepard Pola, Inc., a distance of 425.62 feet to a point; thence, 8660 41 * 29*E along property now or fomterly ofJohn 1. Woodcock, Jr., Trustee, a distance of 697.65 fed to a point; thence, N760 57* 400E along property now or formerly of Conrail, a distance of 1315.92 feet to a point; thence, N440 37* 47*W along the westerly street line of Troy Road, a distance, of 294.I2 feet to A point; thence, along a curve to the right having a central angle of26. 300 02* and a radius of 425.00 fed, along the westerly sued line of Troy Road, a distance of 196.57 fed to a point; thence, N18007* 45*W along the westerly street line ofTroy Road, a distance of416.57 fret to a point; thence, S82.560 1s* W along the southerly street lino of Rya Street, a distance of 121.02 feet to a point; thence, along a curve to the left having a central angle of 21"14* 050 and a radius of 1275.00 feet, along the southerly street line of Rye Street, a distance of 472.54 feet to a point; thence, S61042* 10*W along the southerly street line of Rye Street, a distance of 295.80 feet to a point; thence, along a curve to the left having a central angle of 130 01 * 230 and a radius of 1525.01 fed, along the southerly street line of Rye Street, a distance of 346.63 fed to a point; thence, S740 430 33*W along the southerly street line of Rye Street, a distance of 753.42 feet to a concrete monument, said monument being the point and place of beginning. OWNER OF RECORD: Handy & Haman Refining Group, Inc. Dated at South Windsor, Connecticut this In accordance with CGS Section 8-3d 6'�- 07 Kevin McCann, Chairman Planning & Zoning Commission Received for record this day of • !9_' at South Windsor, Connecticut ATTEST: APPLICANT: HUDSON BAYLOR CORPORATION C/O HARRAL S. TENNEY, PRESIDENT 237 DUPONT AVENUE NEWBURCH, NY 12551 TEL:(845) 561--0160 FAX:(845) 562--8412 OWNER: HANDY & HARMAN REFINING GROUP, INC. P.O. Box 1390 ATTLEBORO, MA 02073--0390 DESIGN.• GBS DRAWN.• MHA I CHECKED: GBS JOB ND.: 1755 DA T£: 4/29/03 DRAWING NO.: tom• /inh.a /17.56 /175,' 94 ,�4 RESURVEY PREPARED FOR: SHEET Hudson Ba y1or Corporation 2 300 RYE STIARI ST ®� 11 it71 11A� JLi �® � coNmc'�'IIIL`, 8 i S1GH��-INS � $000' IP 1. 2.57' EAST OF PROPERTY ._....� _ MATTCHLIINIEB,�� STR ET R -1 545.E i NOTE: 1. ALL MONUMENTATION FOUND OR SET 1S DEPICTED HEREON tMPRtNTED CONCRETE TEXTURED SURFACE 2. AREA OF PROPERTY = 1,246,811 sq. ft. — 28.62 oc. (SEE DETAIL) 3. PROPERTY IS IN "I" ZONE, CONSISTS OF SECTION AND TER FL60DPLA N AS PER FIRM COMMUNITY PANEL M 090036 0002D INED TO BE IMAP REVISED 60S° CROSS 12' LANEWIO'TN• FEB. 23, 2001. TEXTURED AREA OF VARYING 5. HORIZONTAL DATUM: NAD '83 6. REGULATED INLAND WETLANDS FIELD DELINEATED BY JOHN IANNI, HIGHLAND WHITE STRIPE (TYP•) SOILS. LLC ON MAY 20, 2003 AND FIELD LOCATED BY DESIG� PROFESSIONALS, I NC. IN SEPTEMBER 2003. 7..STREET LINE ALONG RYE STREET AND TROY ROAD IS NOT ESTABLISHED. MAP REFERENCES: ti 1. SITE PLAN — PROPERTY OF HANDY & HARMAN REFINING JOUP, INC. 300 z R � � � 1540 SULLIVAN AVENUE •SOUTH WINDSOti. CONN. 06074 RYE STREET SOUTH WINDSOR, CONNECTICUT SCALE 1"-50' DATE: 6-30-99 1�%Ogot,LOP�� AREA 00DE8601644-2511 REV. TO 7-1-99 SHEETS 1 & 2 OF 2 BY CLOSE JENSEN MILLER, P.C. 2. PROPERTY OF CULBRO CORP. 062-260 TROY ROAD SO WINDSOR, CT. SCALE 1"=100' JANUARY 1991 BY ED HALLEY AND ASSOCI TES CERTIMDMAIL March 29, 2004 EX. BIT. PAVEMENT TO RE AIN Ru xa Bea 4orCorprafiont I1ludson Bsylort:orpora#ion nue EX. BIT PAVEMENT TO BE REPAVED 237Dupont Newburgh, NYY 125 lzssl Re: Appl #J.Wl3P,Audson Baylor Corporation, Site Plan Modification EX. GRASS AREA TO REM N Dear Mr. Tenney: QE X . GRASS AREA TO BE P VED We are pleased to advise you that the Planning & Zoning Commission voted on March 23, 2004, to approve with modifications the above referenced application for Site Plan of Development EX. FENCE TO REMAIN Modification. This approval is for the addition of a railroad spur and parking lot modifications on property a E X , INTERIOR FENCE /GATE TO BE REMOVED l at 300 Rye Street, I Zone as shown on plans prepared by Design Professionals, Inc, Job No. 1755, dated February 9, 2004, as revised. This approval is subject to the following �G PROPOSED FENCING i modifications: I . Prior to commesaI of any site work, a meeting must be held with Town SuA PROP. EDGE OF P A V E M E N 2, No building permit will be issued until the final mylars have been filed in the Town Cleric's office. j 3. An as -built plan is required prior to issuance of a Certificate of Occupancy per Section u.I I LEGEND 11 of the Zoning Regulations. 0 EXISTING IRON PIN �• All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. a EXISTING MONUMENT 5. The land between the property boundarics•and Rye Stroettiroy Road to be quit -claimed to j —a— EXISTING SIGN the Town of South Windsor. ^--W----^--- EXISTING PROPERTY LINE Black and white. tmnspm=tmylarsof Sheet #3with the above modifications, together with three ---- • REGULATED AREA blueprint copies ofthe entire•set ofptans must be submitted to this Commission within 30 days A A A INLAND WETLANDS to be stamped and signed. The letters of approval of this Commission must be reproduced on the mylars. iAfter the mylars have been signed by the Commission, they will be returned to you for filing in \ the Office of the Town Clerk. After filing these plans, a copy of the receipt must be submitted to \ ` the Planning Department. Sincady, \ \ \ Timothy H. Wentzell, Chairman Planning and Zoning Commission \ THW%kak oc: Town Boginux \ Chief Building Official Assessor \ Superintendent of Pollution Control )wire Marshal ♦ ` \ 11 Design Professionals, Inc. N /F JOHN J. WOODCOCK `\ JR. TRUSTEE ` APPLICANT: HUDSON BAYLOR CO PORATION C/O HARRAL S. TENNEA PRESIDENT 237 DUPONT AV NUE ` \ NEWBURGH, NY 2551 \ TEL:(845) 561--V160 FAX:(845) 562-- 412°5' SOUTH & 10' S.Y. _ 1.29 EAST OF PROPERTY CORNER.,��..........,,,..,,,...,....,...,.,.�,..,...r,r.......�,,"..��, R���•1$43�G 101 OWNER: 1 INSTALL #10 SWITCH HANDY & HARMAN REFININE GROUP, INC. P.O. BOX 139 ATTLEBORO, MA 02043--0390 of Z A �95.Su ' @LP 0 ---PROPOSED GATE: C --ROAD CROSS SECTION CONSISTS OF 3' SHOULDERS AND 12' LANES -_ (TOTAL WIDT)q 15 F 12 TRAILER PARKING X� � BIT y 71 1 IT I I` 71 FLAG PO 0 _ DOOR DOOR o FF:87.94 a n o 0 C oLP 4e AIR SCRUBBER 11 D PAD LP . 9 TRUCK & SIT TRAILER PARKING ..F 7EF 3_L7;' 5 :J a a m c> r� LP* i' 30 TRUCK & TRAILER PARKING F 0• • rn E A rn RESERVE 2 PARKING MATCHLINE Ft AREA BIT, REPAVED BIT. PAVEMEN (NOT REQUIRED TO BE BUILT) PROPOSED R1 575.00 RAIL SIDING `'163;,58 N /F 1315.92' CON ECTI CU T SOUTHERN RAIL CONCRETE V� 0 60'R 4. fl�tlil;• '.'. . 60'R D FF- 88.10 PROPOSED PROCESS AREA 10 TRUCK & TRAILER PARKING EXISTING BUILDING l MA TCHLINE B log o � • i C CONCRETE 0 PAD •• SHED za U • 0 0- • WATER TANK DOOR I— w o a CON 00- 2 TRAILERS D i BIT CONC i CONC FF: 88.08 CONC o i a w OH BEAM a U BENCH MARK CONC FINISHED FLOOR OF EX. BLDG Cam? DOORWAY ELEV. 88.02 RELOCATED EASiING DOOR PROP O,H DOOR VE THROUGH PROPOSED WALL OPENING FOR CONVEYOR (DETAILS TO BE PROVIDED TO RAILROAD EX. DOOR TO BE ENgNEERING DEPT. FOR FF.88.02 RELOCATED APPR0 PRIOR 70 CDNSTRUCTION) BLDG TO CL TRACK Pam' 0•H 8.35' FF:88.05 DOOR PROPOSED O.H B 30'R D DOOR BLDG T TO CL TRACK R& -SIDING w nt�LG 1�AII• SrgnpN �L +47k 3IN 9 �O- �� G,o 9 9 �O TRAILERS wF#s <: 0 U 0 0 CONC v o0 E� CONCRETE T i I i i MATCHLINE FOR aEPAvEED TO EX. I BIT. PAVEMENT a 1 5'R BOLLARD - (TYP.) D i SC we 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCAMONS 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 UN'�ESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-•300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP 1S SUBSTANTIALLY CORRECT AS NOTED HEREON. 12882 RICHARD P. MARTEL LIC. No. 40 GRAPHIC S40 CALE 80 �' Tel. 860 - 291 - 875� Fax 860. 291 • 8757 es ,ar' � , � rof ess'ona inc. � [ LOIr PUN r3 r�civ N RESURVEY PREPARED FOR: .�axdsoxx Baylor Corpora rio.� 300 RYE STREET SOUTH WUNDS® C���'ICIICIU'B` SHEET 5 4-72-04 PZC APPROVAL/FINAL PLANS JAS 3 4 2-0-04 SITE PLAN MODIFICATION JAS 3 12-24-03 REV, PER APPROVAL CONDITIONS KMI IN ) 1 inch = 40 ft. 2 5/27/03 odded truck score qbs DES/GIN. GBS DRAWN MHA CHECKED. GBS ® � civil engineers •planners •surveyors landscape architects • g s gpS 165 South Satellite Road, South Windsor, Connecticut 06074 i 5/22/03 PER TOWN COMMENTS MHA JOB No.: 7755 DAiE' 4129/03 NO. DATE �ESC�!<rT��N BY IR.� DYING No.: 'ohs 1755 1755_2to4 NOTES: 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. 2. AREA OF PROPERTY = 1,246,811 sq. ft. = 28.62 ac. 3. PROPERTY IS IN "I" ZONE. 4. PROPERTY IS IN ZONE X - AREAS DETERMINED TO BE OUTSIDE 500 YEAR FLOODPLAIN AS PER FIRM COMMUNITY PANEL 090036 0002D MAP REVISED i FEB. 23, 2001. 5. HORIZONTAL DATUM: NAD '83 6. REGULATED INLAND WETLANDS FIELD DELINEATED BY JOHN IANNI, HIGHLAND SOILS, LLC ON MAY 20, 2003 AND FIELD LOCATED BY DESIGN PROFESSIONALS, i NC. IN SEPTEMBER 2003. i 7. STREET LINE ALONG RYE STREET AND TROY ROAD IS NOT ESTABLISHED, MAP REFERENCES: 1. SITE PLAN - PROPERTY OF HANDY & HARMAN REFINING GROUP, INC. 300 iRYE STREET SOUTH WINDSOR, CONNECTICUT SCALE 1"=50' DATE: 6-30-99 REV. TO 7-1-99 SHEETS 1 & 2 OF 2 BY CLOSE JENSEN & MILLER, P.C. 2. PROPERTY OF CULBRO CORP. 062-260 TROY ROAD SOUTH WINDSOR, CT. SCALE 1"=100' JANUARY 1991 BY ED HALLEY AND ASSOCIATES i MA TCH LF INE B sT"R d R Q 13.01' 23„ R;1525.Qr �...."'""...» �'...' 174.06 Tan- AQ EX. BIT. PAVEMENT TO REMAIN OB EX. BIT PAVEMENT TO BE REPAVED OC EX. GRASS AREA TO REMAIN OD EX. GRASS AREA TO BE PAVED EO EX. FENCE TO REMAIN EX. INTERIOR FENCE/GATE TO BE REMOVED OG PROPOSED FENCING UH PROP. EDGE OF PAVEMENT LEGEND Q EXISTING IRON PIN o EXISTING MONUMENT -�- EXISTING SIGN ---- EXISTING PROPERTY LINE REGULATED AREA A A INLAND WETLANDS # APPLICANT: HUDSON BAYLOR CORPORATION C/0 HARRAL S. TENNEY, PRESIDENT 237 DUPONT AVENUE NEWBURGH, NY 12551 TEL:(845) 561-0160 FAX:(845) 562-8412 OWNER: HANDY & HARMAN REFINING GROUP, INC. P.O. BOX 1390 ATTLEBORO, MA 02073--0390 o n x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE m INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. J LP / PROPOSED GATE P PVSMs p NIAD MNZ�g.Np S�p� �6 �OpsO�� T \IASI Pt- �mrq'Q Eyw E gyE --ROAD CROSS SECTION CONSISTS — OF 3' SHOULDERS AND 12' LANES —(TOTAL WIDTH 30'). _ SIGN -'—�0 nft I@* F G 0 405" _ 1WF �,,,,,,,.•�" Ton=239.01 C:) ..a WF#32 � I WF " #29 S82 56'15"W F#3p fiu,.. . •_ $OQ PR � WF#34 MwF#I ro) G _ 35' F.Y. i III{11144 II{11{I ® BIT O I i � 3 POADc rn -_ N 3 "�35 F Y• � � 3 O i A TCH LINE C � � w . GATE z U w Y 44 [Y F- Z ~ U U Z o O N Zp O iO a- Q U U m m 3 U •• ••Odd o ••3OVd Od 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 - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 12882 RICHARD P. MARTEL LIC. No. 5 4-12-04 PZC APPROVAL/FINAL PLANS JAS 4 2-9-04 SITE PLAN MODIFICATION JAS 3 12-24-03 REV. PER APPROVAL CONDITIONS KMI 2 5/27/03 added truck scale 9bs 1 5/22/03 PER TOWN COMMENTS MHA NO. DATE DESCRIPTION BY GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) I inch = 40 ft. O DOOR DOOR e wF I "rr 1 5 #36 ® WF#37 �' `� wj, i �#3 F#� WP#4 MA TCH LINE B ' WF kR0 T _ — �•/' Dc i I Kf//17 KP#27 I�w� OCONCRETE PAD ,+,� `� U wF8 WF 1 #19 WF 2 .0,00 .% i i� CIO to f -''- a' 02 �• �/ i © 25 (0 a ui Z _ Q V) rK J Q n � z t W W o / � I O 1 C)o � w Fzm � �� • w < -a' a _j OR w�0 z • Z O OHD U • . GATE t I—► 1 Q Tel. 860.291 • 8755 Fax 860.291 •8757 PLOT PLUM esign f rof ess ion als , i ne■ DESIGN.' GBS DRAWN.• MHA CHECKED.GBS civil engineers • planners surveyors landscape architects gis gps JOB NO.: 1755 DA TE.• 4129103 165 South Satellite Road, South Windsor, Connecticut 06074 URA WING NO.: a.• Abbs/1755/1755 2to4 RESURVEY PREPARED FOR: Hudson Ba ylor Corporation 300 RYIE STREET SOUTH[ WUMSOR,� iCoNMICTIItCtUT SHEET 4 / MON. I SiGNTtINE 1,000' 17 — — — — — — — " — :±2.57' E1AST tOFPRERY R T17�®RN , SMEET-� ZE2 SNET1719 773ZF- c� 5NET1716 w r - - _ S7 �� ... ��+ t SNET1A22 I i i ------- 35' F.Y. WF4176 i NOTES: \ ` , 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. S \ 2. AREA OF PROPERTY = 1.246,811 sq. ft. 28.62 ac. ?SR1c^r, \ ` 3. PROPERTY IS IN "I" ZONE. s?, s, \ \ I 4. PROPERTY IS IN ZONE X - AREAS DETERMINED TO BE OUTSIDE 500 YEAR \ r FLOODPLAIN AS PER FIRM COMMUNITY PANEL 090036 0002D MAP REVISED- FEB. 23, 2001. 5. HORIZONTAL DATUM: NAD '83- / I 6. REGULATED INLAND WETLANDS FIELD DELINEATED BY JOHN IANNI, HIGHLAND \70. SOILS, LLC ON MAY 20, 2003 AND FIELD LOCATED BY DESIGN PROFESSIONALS. Sy 1 NC. IN SEPTEMBER 2003. ` \ �p� 7. STREET LINE ALONG RYE STREET AND TROY ROAD IS NOT ESTABLISHED. \ MAP REFERENCES: \ r/ / I 1. SITE PLAN - PROPERTY OF HANDY & HARMAN REFINING GROUP, INC. 300 \ t RYE STREET SOUTH 1MNDSOR, CONNECTICUT SCALE 1"=50' DATE: 6-30-9n REV. TO 7-1-99 SHEETS 1 & 2 OF 2 BY CLOSE JENSEN & MILLER, P.C. 2. PROPERTY OF CULBRO CORP. 062-260 TROY ROAD SOUTH WINDSOR, C1 SCALE 1"=100' JANUARY 1991 BY ED HA" EY AND ASSOCIATES LEGEND O EXISTING IRON PIN d EXISTING MONUMENT EXISTING UTILITY POLE -�- EXISTING SIGN _ = EXISTING CATCH BASIN AND PIPE PROPOSED CATCH BASIN AND PIPE PROPOSED STORM MANHOLE AND PIPE - - EXISTING SANITARY MANHOLE AND PIPE � O EXISTING WATER MAIN AND HYDRANT {� EXISTING MONITOR WELL 330— EXISTING CONTOUR I-"33n I PROPOSED CONTOUR x6> ss EXISTING SPOT GRADE ® PROPOSED SPOT GRADE EXISTING TREELINE -- EXISTING PROPERTY LINE REGULATED AREA • • A INLAND WETLANDS - - - - M PROPOSED SILT FENCE APPLICANT: HUDSON BAYLOR CORPORATION C/O HARRAL S. TENNEY, PRESIDENT 237 DUPONT AVENUE NEWBURGH, NY 12551 TEL:(845) 561--0160 FAX:(845) 562--8412 OWNER: HANDY & HARMAN REFINING GROUP, INC. P.O. BOX 1390 ATTLEBORO, MA 02073--0390 REV. 11 4-12-04 PZC APPROVAL/FINAL PLANS JAS REV. 10 2-9-04 SITE PLAN MOD —RAIL SPUR, ADD'L PAVING, VORTECH GBS REV. 9 2-2-04 GENERAL REVISIONS GBS V. 8 1-26-04 GENERAL REVISIONS GBS REV, 7 1-14-04 CHANGE ORDER NO, 1 JAS REV. 6 1-12-04 REVISED ENTRANCE DRIVE GBS ♦ ♦ I♦ ♦ �t � t t 1 t � \ 1 I1 t ------ ♦ N/E JOH N J. WOODCOCK t JR. TRUSTEE ss 1 \ AC EX. BIT. PAVEMENT TO REMAIN �B EX. BIT PAVEMENT TO BE REPAVED CC EX. GRASS AREA TO REMAIN DO EX. GRASS AREA TO BE PAVED I EO EX. FENCE TO REMAIN O EX. INTERIOR FENCE/GATE TO BE REMOVED � OG PROPOSED FENCING I OH PROP. EDGE OF PAVEMENT � o„x z A 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. REVISIONS 5 1-6-04 REVISED ENTRANCE, PARKING, ETC. GBS 4 12-24-03 REV. PER APPROVAL CONDITIONS KMI 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 7-10-03 ADD BLD. IMAGE KMI BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 2 5/27/03 added truck scale gbs 1 5/22/03 PER TOWN COMMENTS MHA 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. 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 - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY T-2. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. RICHARD P. MARTEL 12882 LIC. No. 1NE, A _._ ♦ ` � _= `_.C._.�. `� �1T_T _. � _i `VWVF CB R US a ' INV. \7�8��'�6t IOW t `mayINkV.. `♦. W� WF#2? © l CONCRETE ', - ,+ '`� ♦ - �1 ` t , ` r a 1 PAD 0o t LTI 1 O MONITOR ,IN WATER UTOFF WELL 6 t2--•- 2.5' IA Y.D.tt, = 8.02' WATER SHU FF• 8' PV DROP s SHED IN ER TOP=86.22''� `� ► t �'� + t `,►t t 1'�1�19 `� lN)' ,t 10 .I t w o d I MONITOR WELL 5 00 O t 1 t+ t WATER TANK I ' ,+ ' t t t 1+ I t t ' , WF t ¢ DOOR t 1 t t` tt ++ tt,�t�tt►t tt tt �'t F#23 UW z o 2 TRAILERS �' - it t BIT t ol CONC + t M0141TOR r WELL 4 1 I t CONC 1 ' ► t t , �It FF:88.08 \ `� CONC ' + + t t , ► ` t t t ' I I r r r r ` 1 - � �s r t _ _ CB w OH BEAM r ` ,, r I l r l r t t� 12" DS T.F.=61.78' WW*6' j INV. 59.92' 12" ADS IN INV.=59.3' 12"ADS OUT INV.=59.1' o t �/ !r►trfrrrlrr�F�66i � r1� �______ ' ♦ ll Fh�0 �0' '/�r �rr /r lI // F 0' MONITOR w WELL 2 �q ,� ��/ � i � / , J'� \ -A TRAILERS oo\ 5' i (3 1 /' i //',, 12" CMP // \ o t d INV.=82.2' t - _ 1Z_ C P4. a �r=f� INV.=6 /J7' o _12" CMP---k -__-- J (N) INV.=80.0' IN (S) INV.=79.5' - - #6� �Nx� OUT INV.=79.5' 't —w WATE SHUTOFF t o t CL CB W�#61 / t T.F.=86.06' 1 ` / t _ ` 12" CMP IN V.=79.1' tt tttt� 12' CMP OU INV.=79.Oi WF , + t , , 3 O \ t CON o o �, t A 1 tv6ot `� 1 wcik c tt W- -•4 WATER SHUTdfF t CONCRETE, ♦ ,, +, '` , `� ' ` • ® MONITOR 1 \ \ ``WF1144` 4g (' WELLt 3 I ` �� ,� ,�(PO GATE , • WATER SHUTOFF46 1 CONC PAD o `, tt ` ♦� ♦ `� `` `\ WF#49 RELOCATED t , , �` ` , WF MING DOOR #560 18" CID t t ` , t , t ♦ INV.= .99 EX. CB t f t t t ♦ �i TF:82.96 t ! t` t %'c c INV:80.26 , t 1 ` ` 15" RCP T.F.= 83' ` ` ♦ 54 NV.,7j O \` 18" RC IN INV.=68.5' .DG TO H t r ♦ \ \ r TRACK t . MATCHUNE FOR I ` ` ` w WF 2' �, 1$ RCP UT INV.=68.4' 35' t PROP. BIT. �t ` ` ; , #52 "s. #7S ,. FF: 88.05 REPAVEtl TO EX. WF#s0 1 `. ,H [ BIT. PAV�MENT , �. ` ` ` _ \ #s9 CB\\ >R ` � ` + ' �� ` ` - T. -73.42 36 84 / , ,t I ``74 CP IN 12" PP IN If 1 12" RCP fCLASS V) rr I#70 18" RC OUT >{°• /. 46 LF 0 S=0.5% ! ,R .' i 10' S.Y. A& TyF ��ETOLLARD #7 - - 90 I N F _ _ _ � `�#73 _SILT-1CB1- - � _,,,. 1 � / 11'F#72 0 _ _ _ _ (�C O N E C©_TI C Up-- N. _--�T---lam="_, .�_� � -- -- ^___ �� s.Z� T f�, J-�[ A� � =� - --` �,--- 3--5 Tel. 860.291 • 8755 (1 Fax 860.291 • 8757 GRAPHIC SCALE ° 20 e�sign o rof essionals, inc. (� FEET } S 1 inch = 40 civil engineers • planners surveyors ft" � landscape architects • gis gps 165 South Satellite Road, South Windsor, Connecticut 06074 TOPOCI�APH�IC PLAN DESIGN. • GBS DRA;W.• MHA I CHECKED: GBS joB No.: 1755 1 DA 0 4/29/03 DRAWING NO.: o.• /iobS/1755/1755_5to7 RESURVEY PREPARED FOR: Hudson Baylor Corporation 300 RYE STREET SOUTH VV AAV Ji SOR® CO MIC 11. EC t1JT '.=70.4 \ =71.5' �V.=69.9' SHEET 5 S 8 ' pinu5 n White YD ` ` ' I I I L I I I I I 1 i ( I 6` �' ` ♦ . \ `` ♦ ` ` \ i ' f / �1725 ',�. Zg5• 6' (E°stet �♦ ♦ ♦ ` \ 6" PVC IN INV.=76.7' ♦ ♦ ` G ' ' '� y 4, I „ tea 12" CMP IN INV.=76.6' A BIT a .IL ♦ \` \� .R./ i.r, \ ♦ �, �ti �"' 3� G -r �� fi 24" CMP IN INV.=76.6' p �♦ `� \� , ` \WF MATCH LINE-B / ' _ / „ -�� - - _ I_ H ��'' I t t 30" CMP OUT INV. = 76.4' .r . 724 ..I --•- Cal ' �� wl+ I� I I I `_rr \ �� \`��TF~-8•���6' `\� ``, 1, t r `�\ ' ___ _ _--_,~".....G �� '��' gR�g,11 �2 /� ��'? YD 5.80' \ (1 s r I i i 6,. I. r �` , ,O TLINE _ 1. - FLAG PO - -B�PVC MJ `& Od1T ♦ ` ��00 �� ••• `N°y // TF•_ VC C o . �t t , t 1 SIGH , - _ �{ -'' N1dkY ./� ��„ 1 t- - - - WATER ICI- T_ - 10 C.I - y . , . -� f_ rn ouO 9 odd s �. TO 83.6' ® �+ - -' AREA R G --~ o us K ° wo u & ONt INV.= WATER ASH TOFF I ' rr o f g- C WaY 5tf°b ,nei \ C �./ ` . ♦ \`\` ♦ t _ 11723 (M'tlKy ./ J Qinue White P WELL 13 \ d y A O r I .; ,,, \\ \, •\ �` , f ,t� t ��� 13 tern \ i - r , r _------ -- p 13' 01 23" ,�..� (Eas �o LP �� ��., , , DOOR DOOR , ♦ ` , , \ \ t IP nV 1.47' _ _ R=1525.01 � COL a y � � r + � ` \ ♦ , \ � ♦ ` t 2.57' EAST OFPRDPERTYORN R� ter•.•..+••• 46.63 ■ \+� - I ®:" r + ` ` ` .... -- _ 'tan-174.06 � \�, 4 o PR'�OSED 'C ' p ET1721 t _______________ i �`�� PROPOSED GATE _ I •; . ! ° ®i t MODEL 7000iT I \ ` ♦ ♦ • �� t \ - --� % r t� t FF: 87.94 � 1' t SNET17/22 �, CL CB �FH6.93 ' PROPOSED ` 6`\PV� „' �y DRAINAGE C .CB :79.97 ' ' INV.L 78 '`� PV 12' PVC I INV.=79.4' Ir n o� - - -`� 14 S MANHOLE ° ` ` t "V.� ♦ = C CONCRETE \ \ . -�--- Cal. - 8.00 - 12' CMP 0 T INV. 77 8 - 0 I, o O ` �L, < t ` _ \ 'l�/,ilkY 8&8_11 �2 ` 2 0 7, - I I rl PAD e ` � 6�\�'u��� 1 1 O o G _ 0 '+ MONITOR . ' �8122; �,� \\� t ► ♦ ROAD CROSS SECTION CONSISTS I WELL 6 lar�' \ `` \ \ \ \�`` t t 3_ Cornus KOUSO ♦ � - OF 3' SHOULDERS AND 12' WATER UTOFF ��,, Da�wood) 6&B-6 NT. ♦ '/ . LANES + „ 12:- 2.5' IA Y.D. (Milky `I`IOy Abies, ♦ 8 \ CQ- (TOTAL WIDTH 30').\ t t tt 6_ picea Spruce)/) 3 ` _ N°rWQy ♦ � \ c ( ' \ ♦ . r '' 1 108' PV 8 DROP \\ `\ t► +1,,', �t, ►, r g&Bc6 H5. �♦�♦ ` !"j ♦ • ♦ _ I t LJr' 6 N SHED IN ER TOP=86.22' `' , t t ► , t Us ` ° • I- ' WATER SHU FF ` ` p t't t t 1 7- PInUS Strobhe Pine) `♦ ♦♦ ?� l 5 -- I ATE ` ° 12 'TRAILER (Eastern 1 . CON . , w t o t f ` IMPRINTED RFAC� ♦ ° ° PARKING SMH I w .1 ♦ TF: 87.49 0 It + t `t ►+ i 1 ` TEXTURED SU ♦ ♦ s s1► ° - ` a ( 11`1V: 80.17 I � � (SEE DETAIL) ♦ ■ ■ ■ ■ ■`■ r ■ ass Know ■ ■ ■ ■ ■ ■ I �r 5_ Piceo Abies, A - o , MONITOR ' `t ' O N d WELL 5 O TS OF � CONSIS T' �� t CROSS SECTION AND CENTER ' ^t `t BNorWay Spruce) S WATER TANK 00 `t, t`t ' t 1 ROAQ CR t 12 LANE WIDTH _ + ( - A ( NOTES: ' SHOULDER _ OF V PRYING - , - _ ♦ , - O P t t W 6 - \ ` ` , m DOOR � � t '► t t' t 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED H EON. UREA AREA _ _ 6' HT. + TEXT ' ' - _ - B&B- WATER S�HUTOFiF ,ttt,tt 5_ Piceo Able', ) 2. AREA OF PROPERTY = 1,246,811 sq. ft. = 28.62 ac (Nor"'°Y t Kousa �- E `t' ►► t► ` 1ttt� w 3. PROPERTY IS IN "I" ZONE. 3_ Cornus - - - - - - _ _ _ I 11 U r t t t t WHITE STRIPE ( , Milky WtlY , ,� AIR ECRU ER o ¢ CON �r t►►, ,', 00 11�2 Cal. D AD I _ 4. PROPERTY IS IN ZONE X - AREAS DETERMINED TO JE OUTSIDE 500 YEAR B8M. 1- 0 2 FLOODPLAIN AS PER FIRM COMMUNITY PANEL 090036 02D MAP REVISED B&B-6 (Milky `) t LP I i 1 v 4 , _ ` - r t t tt FEB. 23, 2001. Strobus Wood) I - 5_ Pinus pine) t Q°9 ` 1+ ,' � ` ., 2 TRAILERS or + 1 •� t t t , (Eastern White 1 + `, 11 9 TRUCK & 5. HORIZONTAL DATUM: NAD 83 SILT t ` BIT TRAILER PARKING ' BIT FENCE 1 1 \ 6. REGULATED INLAND WETLANDS FIELD DELINEATED BY JOHN IANNI, HIGHLAND FEN I 1 t r r t 03 AND FIELD LOCATED BY �ESIGN PROFESSIONALS, 1 + �/ 1t r , - SOILS, LLC ON MAY 20, 20 TYP •) + t o I NC. IN SEPTEMBER 2003, CONC t I 7. STREET LINE ALONG RYE STREET AND TROY ROAD I NOT ESTABLISHED. 1 + r c r f + CON RET� r ' MO ITOR LEGEND t r r + o, �, WE L 4 MAP REFERENCES: 1 r 1 r (� EXISTING IRON PIN 1 r r - I 11 r - PROPERTY OF HANDY & HARMAN REFI ING GROUP, INC. 300 ' D y, D r t i 1. SITE PLAN R O EXISTING MONUMENT 1 m r I ' CONc t + RYE STREET SOUTH WINDSOR, CONNECTICUT SCALE 1 50' DATE: 6-30-99 1 + ' °jo r ++ xFF:88.10 r. CONC -1-99 SHEETS 1 & 2 OF 2 BY CLOSE JE EN & MILLER, P.C. � EXISTING UTILITY POLE 1 + ' BIT. C t ` REV. TO 7 + i _ DM FF: 88.08 2. PROPERTY OF CULBRO CORP. 062-260 TROY ROAD SOUTH WINDSOR, CT. -a- EXISTING SIGN + ICL i _ F. = 87.17' SCALE 1"=100' JANUARY 1991 BY ED HALLEY AND A SOCIATES = = EXISTING CATCH BASIN AND PIPE \ , r ��°r 18", CMP IN INV.=79.1I +� � t -•� PROPOSED CATCH BASIN AND PIPE �� + M ; 2 POUT INV.=7 9' x OH BEAM PROPOSED STORM MANHOLE AND PIPE ` + MONITOR Ao w t I WELL 9 3ti ,,� ' z -OS - - EXISTING SANITARY MANHOLE AND PIPE J + b MONITOR Q r WELL 7yo 0 5 0 1 r + - TF: 86.00t ® t{ 'Al r - _ EXISTING WATER MAIN AND HYDRANT . + n - gfl�2 SMH II•, J 81.60 l� EXISTING MONITOR WELL ,' I ', RESET i` ER CHi1TCtFF 8"E l c� MONITORING - - - _ p 1 I MONITOR i t WELL TOP = 1 WELL 2�q 330- EXISTING CONTOUR ' > ' PROPOSED CONTOUR ' � � `t � __ ,.'.� f�CSNIiOR � • • •.. � � �'I y �p� ,��,� �, I ' I LP ` 30 TRUCK & vYLL 8. ', : ' • .. ' s X61.95 EXISTING SPOT GRADE ,' r + TRAILER PARKING 1 PROPOSED SPOT GRADE F 0 T. CB TRAILERS l I t (03 ' �5�• D. o T.F.=87.25' �S 12`' P� �, ter IN .� I I 5�.f 6" PVC IN INV.=82.2' ° - `--' \ ►rt,� Ao EX. BIT. PAVEME T TO REMAIN EXISTING TREELINE , _ ��. • a 12"-AMP EXISTING PROPERTY LINE ' I t 9" PVC IN (N) INv.=Bo.o' (! _ - _ _ _ - - WP#s \•�� ��- B EX. BIT PAVEMENT TO BE REPAVED + t � PROPOSED PROCESS ;2" CMP IOUTSINV.v79.5'S + r ' ' �p ARE r -y�- - WATE SHUTOFF \, REGULATED AREA , + + .0 AREA ' C EX. GRASS AREA TO REMAIN • s INLAND WETLANDS + 10 TRUCK & O t I - TRAILER PARKING EXISTING BUILDING 11 1 T. CB 't►,t 1 T.F. = 86.06' t PROPOSED SILT FENCE I t ' I D EX. GRASS AREA TO BE PAVED 0 1 12„ CMP O �V,=79.1'9'i+ t1 O 12 CMP OUINV.=79.Ot o - , r 1 CON o 0 t E EX. FENCE TO RdM AI N +, o , F EX. INTERIOR FE CE/GATE TO BE REMOVED x E ` MC�N OR \ ` 1 ' 0 o o Wf4L 1 t t t t A r m �` o G PROPOSED FENCI G � � W � WATER SHUTOFF \ ` 1 t v 1 CONCRETE t `t MONITOR BIT. CURB. 1 ` t t N T WELL 10 M t . H PROP. EDGE OF AVEME _ y ONILUL TO MONITOR - - - WELL 80 ® GATEE ® WELL► 3 s6s�� APPLICANT: ---_________ p t` r� w 9�6S 9c� \, t 1 - ( (��03 ROOF LEADERS ; ' � WATER SHUTOF t ` HUDSON BAYLOR CORPORATION 0 HARRAL S. TENNEY, PRESIDENT `' t I (TYPICAL) t ► �/ 8" WATER LIUE- coNC PAD ' 7 DUPONT AVENUE \ 2?J -�--- BENCH MARK t _ GAT FINISHED FLOOR OF NEWBURGH, NY 12551 ,- • 6 o EX. BLDG @ DOORWAY `o . N / F � 016 0 � , ♦ 60'R � C ELEV: 88.02 n t '► TEL.(845} 561 , JOH N J. FAX: 845 562-8412 RESERVE •° '•� 8�'89 86z9• 95 RELOCA,ED �� r ll SUNG DOOR , � � ` ! ` ` 121 P AR K i N G o` MATCHLINE FOR PROP. • : � '�.� �2 1 � + BIT. REPAVED 0 �♦ c, • • ' o BIT. PAVEMENT AREA lv •'arT' TRUSTEE OWNER: s, HANDY & HARMANTO \ \ ` 17I-Inl 11\1 r" rZ P 11 I I PINr_ �' \ ` .� `, ` ` . ■ �` ■ i I ♦ ' T �� S K I R • t 87.31 EXIST. ,WATER LINE 87.2 ' ••• DEPTH BELOW TOP OF ' • 60'R RAIL- 58' TO BE � D ENCAS D INTCONCRZTE DOOR PROP THO.ROUGH F VE THROUGH PROPOSED WALL OPENING FOR CONVEYOR (DETAILS 13E PROVIDED 70 PRIOR TO RAILROAD FOR ►(/'j-j\\) rr. oo ,,, IX' DtR�R W.k7 BE -I VAPPROVEL ENGINEERING PRIOR . 1 �� 1 1 �� 4 , EX. CB J TF: 82.96 a.,Q INV:80.26 , t • N 0 T REQUIRED '. ' CL TRACK 1 r PROP. BIT. P.O. B 0 X 13 9 0 • �� �3 $6 C PROPOSED O.H 8.35 FF: 88.05 ` REPAVECI TO EX. ', I MA 02073--0390 • T E BUILT) .., , , ■ ■ ■ ■ r o I ATT L E B 0 R 0, ,+ 8 I DOOR D PROPOSED BIT: PavMENT I RA 1 6 rr © 30•R BLQ� TO �12 k55 �3b 84 ,I i `► \ ACK ; 52 OOR POSED \ 75A0 J • • 8..'TANG N�•' �gA • PRO R�5 g,58 ' 7 x84.73 84. X94. 2 xt3a. as2 f 12" RCP 'CLASS V) \ SILT ■ \RAIL SIDING L-16 s4.9 •r 46 LF 0 S=0.5% ! FENCE • * `k ♦ 1�82.35 �� ..•,g�� i.' egg• pc C:I: a+J1{YEF- E. a2•' �' p • + j (T�) ♦+•• ♦4. if --- -- - --- 'MONITOR �rO , o, 1 k 'R 1 MON p • ♦ • • ` WELL 12=_ ►-"��OLLARD ' 0.55' SOUTH & 10 S.Y. rT_ • �■ ■ y� y2 !p -r - 1.29 EAST OF k•••° N� �' _ _ N76'57'40"E r tk ■ --- - -------- -- - _ ..�^-. PROPERTY CORNER•"•• -.,. _ "-'- _ - - - - - - - - _ _ - _ - _ !i _ _ _ 84 - �.. �.._._ o i 315.92' ■ ■ _ - 86 2" RCP SILT • ' " fl REV. 12 4-12-04 PZC APPROVAL/FINAL PLANS JAS REV. 11 4-2-04 REVISE SANITARY MHA REV. 10 2-9-04 SITE PLAN MOD -RAIL SPUR, ADD'L PAVING, VORTE H GBS REV. 9 2-2-04 GENERAL REVISIONS GBS REV. 8 1-26-04 GENERAL REVISIONS GBS REV. 7 1-14-04 CHANGE ORDER NO. 1 JAS V. 6 1-12-04 REVISED ENTRANCE DRIVE GBS �! 1NG • • N 1 87 - - ' n N 86 12 RCP (CLASS V PCB2 i _ - f'C81 - A\\- 4s, ••• p 10' II - 1-m �' - - _-IF-84.00 - - °------- -- --------4 � _ TF'8 Je -o RAronlb k3 r • • • W - - - EX LL i5 SILT - - - 143 LF C� S=0.5% _ _ _ IF:8 Q _ CL0 S' 57. `(DT.) .-. 0.50 C 0 _ ' INV: 82.O�b' - _ - - - - - SILT INV: 81.27 _LF ®c'' -0.5°7 TYP �Nz INSTALL #10 SWITCH ■ ■ � r� o C C N-E C TI CUT FEN ENS A�q N Lj k TN1N {TYP) (TYPFENC E t _ ._ _ ^ ._. _. _._ _ - ` __ _ _ _ - - - - - - - o r■■■■■■■■■-:10�3� r� r ONZ--------------------- - - - - -> - --- _ - - - - --"O-" _--�('__ of---- -.-�•�✓- Q�-�1 -�■■ ■■ ■�■■■■ ��+--_�---0 \I\- i><cAI-q_^--_�-��_�_ ��a ___ 'i _- �o+----�---- �91_--.�c,�°t_ ���jo----�p�6 �'?,0 -- �p(�----p`v-- �o, p�0 R;�---iF�a__-tk-J'- y,3___ 84 Tel. 860.291 • 8755 RESURVEY PREPARED FOR: SHEET 1 THRU 20-300b-20 7 z r x z a 11 m 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 THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b- OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 12882 LIC. No. RICHARD P. MARTEL GRAPHIC SCALE 40 o zo 40 80 Fax 860. 291 • 875 ® ® e i �������� ���. ® civil engineers planners surveyors ® landscape architects gis gps 165 South Satellite Road, South Windsor, Connecticut 06074 �1 O p ���({�j'an� nn /1 jW u N U=' 1V- AIM j 1 ��t ®. Ba ylor Corpora ir'or� Hudson }}'��jj��°�j(� 300 ICY STREET ���°�®®������� 8 4 2-9-04 SITE PLAN MODIFICATION JAS ( Rd ��� 1 inch = 40 ft. DESIGN.' GBS DRAWN.• MHA CHECKED: GBS 3 12-24-03 REV. PER APPROVAL CONDITIONS KMI JOB NO.: 1755 DATE:• 4129103 2 5/27/0 3 added truck scale 9bs 1 5/22/03 PER TOWN COMMENTS MHA®��� DRAW/NG NO.: : ObS 1755 1755_5to7 N0. DATE DESCRIPTION BY t I SN��1728N _ ..--r-G SNET 1 12," WATER M Imo- _I'll'A _t -_ r 1�s_-%_ (f� t -_11 ! r SMN 0 ' \ i �SNE '1 .., 'S�/30_.. _ If' 165.5 � . � c�•%t` J 729 ` WF ak CD ` f ~ I ( - - I - _ - Rg OPpE9 ♦ v g5.90 .--'NE�1728 \C, 21' 14 0 \ t. \ `\t\ (� WF z~ - -. �WF 1� �Wpf5 2t,EN� NA 0 pONC 6) ,� 5 �N� 30 ' ` ♦. \ ,-+ ` ` t S& a C CB t P I'pNO �yt'� ram, GN �''""" C,�. Tan=239.�0 t , ` t 1'1' `� i' 1 .- 1 � t # ♦ \ 'C"' '15'� T.F -49 99' y MpV� G Spii ' 'CP�gS% I ^ I �, " `` �. \ \ �, �♦ WF t\ F \ `\ \ \\` \ \ \ � � \\ ;�1�" , \ 916 (RUSTED) t T.F. B' �X • SOP � - � \ ` . � # � \ � �. y�ia\ F REST A1-i MIN• ,� +v1E �`{t' • 1 A� EVERGt�f:EPfS ♦ \ �JQ�.� ♦ ` 4 `\ �. "'" t t t \ \ \\ t\ ` #9 �♦` ` fi - _ ry- tN tvv ERSP6RSE APlN1E�0� NOSCAPE _ - F .pFZ ��- i t t `\ \ \ 14SP `Q ♦ \` ♦�'tVF 1 27 / >I i (O EXIS itNG R _ -; -. ^- _-'. - -- •- V1 �� ♦ ♦ WF I` - -"_ '� WF#2$ t \� \ - ��\ ► t - _ _ _ ] 3 ___ S gE --- -- 36 F.Y. . \ . \ #`3�----\\--�e = r t t IN 5MH 9p 1 n �� trobus B&B-6'HT. .``.` `` `♦ ♦ \ WF0 t \ �5.�"`� 1` - \t t (F iF.85' I 00 30- Pinus S ) \ ` #36_ - - - - _ ` ` ` 30" RCP 8 / 36" i✓tY„ I White Pine ` \ \ WF _ - "` _ - / A ■ (Eastern ` ` _ "�- - -r : ' �\ ` V -',4 = t ' Sl�tiT1725 -� - '-�_ ` `t� _ - _ } % cn \ i ::N ?- � \ -` �4 � - ` \ t \ `� � H 6a?\ 94 ` , `N .- 4.83'♦ ♦ , � ( ` INV.-44.27' i -'"�` ` � ` ♦ ♦ . ` \ \ \ (RIISTED� \ ♦ ` � ♦ , t\ i WF�r3 R lama Pik ♦ ♦ \ \ ------------ 1 t to SIGN Pinus S tie ° t I I ( T. L I I I' rZpJ�j.P+O ' 6- rE�SterC\ �h �•- _�� T.F.-85.54' ' �` ` \ `� ` ` ` `. .'` \ \\ \ ` I 5NE 172 •r �Z, \ ��'� - D ��Q s tt W 6" PVC IN INV.= 76. h ...t p \ ` �Tc*_9\\ ♦IN�.r�io t 12" CMP IN tNV.-76.6' �i BIT aMA II tt 24" CMP IN INV.=76.6' TCC•1-.� LINE y tt . -3-0•' CMP OUT INV. = 76.4' --�--�-• ♦"-�---�• ?C .. e_""y i _ 1'12A�� ,.... ._.. ..�. -- ;��,--•---•- t t 1 I1 1 'I I 1 I _' ` . ` ♦ \C8 \ ♦ \ \ ♦ \ \ ` ` �r tt \ ♦ ♦#S -�'' r -- ��\�5�11 JZ '"fir �b2� YD 5.80' ��\ I FLAG' PO 6" C.I. _ r ♦` `8 PVC IN OUT . �O \ t\ \ ` ♦ \ `. - - - I �+-- _ WA"CER !CE" _ -_ 1 C.li --Y ♦ ` \ \ \ \ , \ -Q ousel �ooa) IN �. V.=83.6 o t t ` - TRANS R , o �` `` ♦ ♦ ♦ \ `\ `\ \ \\ \ . \ ` \ tt w oo/ �/ P & } 13 WATE iSH TOFF t t AREA ! ♦ \ �� ` ♦ ; \ Strobl'- e MONlTO ♦ ` * � , 723 ����' Pinu White L4. eA � �` \ �\ \\\\ ♦ \\� t \ \ ♦ ° t i DOOR ` ` ` .13' LP �a„ g t DOOR , ; ; ` \ \ \ t \ \ \ 6,13 Woy B&B--11 /2" 8.00 o 'MY ♦ /1 7•S3 CornusNQy dog ood) ♦ N. (Milky 6_ Picea Able ruB �5-6 HT' ;\� / $ 3 `, oco I Sp + 1 � 1 (N ♦ Strob ,S B • ` • 7 Pinus White pine) . t E / ` ~ • . _ -rtl - NOTES: 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. LEGEND 2. AREA OF PROPERTY = 1,246.811 sq, ft. = 28.62 ac. 3. PROPERTY IS IN "I" ZONE. 0 EXISTING IRON PIN 4. PROPERTY IS IN ZONE X - AREAS DETERMINED TO BE OUTSIDE 500 YEAR El EXISTING MONUMENT FLOODPLAIN AS PER FIRM COMMUNITY PANEL 090036 0002D MAP REVISED EXISTING UTILITY POLE FEB. 23, 2001. --v- EXISTING SIGN 5. HORIZONTAL DATUM: NAD '83 = = EXISTING CATCH BASIN AND PIPE -6. REGULATED INLAND WETLANDS FIELD DELINEATED BY JOHN IANNI, HIGHLAND - - PROPOSED CATCH BASIN AND PIPE SOILS, LLC ON MAY 20, 2003 AND FIELD LOCATED BY DESIGN PROFESSIONALS, PROPOSED STORM MANHOLE AND PIPE I -:NC. IN SEPTEMBER 2003. - -ems - - EXISTING SANITARY MANHOLE AND PIPE 7. STREET LINE ALONG RYE STREET AND TROY ROAD IS NOT ESTABLISHED. Y D AND HYDRANT EXISTING WATER MAIN MAP REFERENCES: EXISTING MONITOR WELL 1. SITE PLAN - PROPERTY OF HANDY & HARMAN REFINING GROUP, INC. 300 RYE STREET SOUTH WINDSOR, CONNECTICUT SCALE 1"=5W DATE: 6-30-99 330- EXISTING CONTOUR REV. TO 7-1-99 SHEETS 1 & 2 OF 2 BY CLOSE JENSEN & MILLER, P.C. EMU PROPOSED CONTOUR 2. PROPERTY OF CULBRO CORP. 062-260 TROY ROAD SOUTH WINDSOR, CT. xe6.00 EXISTING SPOT GRADE SCALE 1"=100' JANUARY 1991 BY ED HALLEY AND ASSOCIATES ® PROPOSED SPOT GRADE EXISTING TREELINE --------- EXISTING PROPERTY LINE _ - --- REGULATED AREA A • ----A - INLAND WETLANDS - - - nor -4 PROPOSED SILT FENCE �A EX. BIT. PAVEMENT TO REMAIN BO EX. BIT PAVEMENT TO BE REPAVED OC EX. GRASS AREA TO REMAIN UD EX. GRASS AREA TO BE PAVED Q EX. FENCE TO REMAIN Q EX. INTERIOR FENCE/GATE TO BE REMOVED �G PROPOSED FENCING �H PROP. EDGE OF PAVEMENT REV. >12 4-12-04 PZC APPROVAL/FINAL PLANS JAS REV. 11 4-2-04 REVISE SANITARY AND VORTECH UNIT MHA REV. 10 2-9-04 SITE PLAN MOD -RAIL SPUR, ADD'L PAVING, VORTECH GBS REV:'9' 2-2-04 GENERAL REVISIONS GBS REV. 8' 1-26-04 GENERAL REVISIONS GBS REV. 7- 1-14--04 CHANGE ORDER NO. 1 JAS REV. 6 1-12-04 REVISED ENTRANCE DRIVE GBS 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 APPLICANT: HUDSON BAYLOR CORPORATION C/O HARRAL S. TENNEY, PRESIDENT 237 DUPONT AVENUE NEWBURGH, NY 12551 TEL:(845) 561--01 60 FAX:(845) 562-8412 PROPOSED GATE E --ROAD CROSS SECTION CONSISTS -" OF 3' SHOULDERS AND 12' LANES - (TOTAL WIDTH 30'). - }PROPOSED -� - ' , ; � . \ • ` ` . 2 VORTECH UNIT ` \ ` ` ♦ ` t t \ MODEL 7000 1 . ♦ ; .�' ` `�` ' t t 1 U tr \ FF:87.94 \``` SMH _ \\ CL CB -IF- 6.93 t DRAINAGE T.F .=88.0 ' : 79.97 PROPOSED a \\ NV 8 \tV �V' t ; �` \ K,�t- 12" PVC I INV.=79.4'i „ MANHOLE of - _ \� tt��\"t`\`'� \\t #17 1 d ` ♦ y \ \ \ , , � 12' CMP 0 T INV.=77 8 _ I ®" p CONCRETE PAD \ �� \ \� ` \ MONITOR �. \IN t8�.22; `\N\ \\` t % \ W tI WATER S UTOFF WELL 6 ` \\ \ \ % 2.5' IA Y.D. \ t t \\ \ + \\ t t t\1 t tt tt F = 8.02 \ \ \ `t t ,N t I SHU FF ' PV DROP OWNER: HANDY & HARMAN REFINING GROUP, INC. P.O. BOX 1390 ATTLEBORO, MA 02073--0390 GENERAL NOTES: 1• SET POSTS AND 2. STAPLE THE SILT ANGLE POSTS GLE S EXCAVATE A VW TRENCH FENCING TO THE WIDTH VARIES 5• O POST UPSLOPE FROM POSTS, SILT END OF THE POST FOR STABILITY AND SELF- FENCING SURFACE COURSE -BITUMINOUS CLEANING, CONCRETE, CLASS 2 - 2 BASE COURSE -BITUMINOUS VADTH VARI CONCRETE, CLASS 1 - 2' 1-1 2" 4" PROCESSED TRAPROCK BASE -r � ' ' •. 'P FILTER TO 4. ILL THE �y P PP V a q: 6 4 o FILTER THE WOODEN POSTS AND EXTEND TRENCH COMPACTF/7/77// FABRICS 7 &V OATH£ TRENCH THE EXCAVATED SOIL. CONSTRUCTION OF SYNTHETIC FILTER BARRIER STANDARD PRECAS CONCRETE UNIT 2 12 2'-•8 3 V �4 .. 7 5/8"C J iV j 8" GRAVEL SUBBASE ----/ BITUMINOUS CONCRETE DRIVEWAY N.T.S. CAST -IN -PLACE 7" CONCRETE SLAB, 4000 PSI IMPRINTED WITH COBBLESTONE PATTERN (PROVIDE CONTRACTION JOINTS AT 15' SPACING) �- 6"x6" WIRE MESH PAVEMENT REINFORCEMENT PAVEMENT 8" COMPACTED PROCESSED GRAVEL OVER COMPACTED SUBGRADE IMPRINTED CONCRETE TEXTURED SURFACE SECTION NITS CONCRETE OR BRICK INVERT 10 13/I6" Z B B FINISHED /1GRADE 1'- 8 3/8" _ _� '-, ,_ STREETS/ LAWN/ i " 3" PAVED AREAS CROSS-COUNTRY a'-e ____�s js = 3-4" CLASS C CONCRETE OR PRECAST UNIT SECTION A -A SECTION B-B NOTES: 1, ALL EXTERIOR WALLS OF CATCH BASIN WILL. BE FACED, PAINTED AND GROUTED WITH CEMENT. 2. LADDER RUNGS SHALL BE PRO- VIDED IN CATCH BASIN WHERE A HEIGHT OF STRUCTURE EXCEEDS 8 FEET. 3. IN SANDY SOILS APPLY DAMP - a a d PROOFING ON ALL. FOUR WALLS. v I Ito C1 4. RED BRICK NOT TO BE USED. 5. WHERE PRECAST CONCRETE UNIT 1S USED FOR SUMP THE TOP OF THE UNIT SHALL BE AT LEAST 6- BELOW THE BOTTOM OF THE 5' 4" ----- I PIPE OUTLET FROM THE CATCH BASIN. Co 6. WHERE MASONARY CONCRETE UNITS ARE USED CORBELLING WILL BE PLAN VIEW PERMITTED. MAX. CORBEL TO BE 3". NO PROJECTION SHALT. 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. TYPE 'C-rL' CATCH BASIN not to scale BLDG FF 60" FROM BL DG FF TO SUBGRADE j FILTER FABRIC-� OVER BALLAST SS 'C' CONCRETE PRECAST UNIT SEE PAVEMENT DETAIL I 4 Min. APPROVED GRANULAR NON -ORGANIC �%"�" BACKFILL MATERIAL PLACED AND t COMPACTED IN ONE FOOT (MAX.) LIFTS �• .� 12 o O: WARNING TAPE PER CONN. GENERAL (D 0 STATUTE 16-345, AS AMENDED, O " - PLACED 12" (MIN.) TO 24" (MAX.) �• ABOVE THE TOP OF THE PIPE. �. BANK RUN GRAVEL FILL PLACED AND COMPACTED a 0 IN 6" LAYERS. NO C) STONE LARGER THAN 1-1/2". MATERIAL SHALL MEET D.O.T. . . 1. . . f 12" PIPE, AS SPECIFIED—_ M.02.05 3/4" BROKEN TRAPROCK 3/4" CRUSHED STONE BEDDING MATERIAL IN ROCK EXCAVATION OR AS DIRECTED BY THE ENGINEER. THE MATERIAL SHALL MEET D.O.T. M.01.01.21 FOR 3/4" STONE. BACKFILL TO CENTERLINE OF PIPE WHEN USING POLYETHYLENE OR A.B.S PIPE. C.L. RAILROAD TRACK FACE OF BLDG 42" FROM BLDG FF TO TOP OF RAIL FACE OF BLDG TO FLANGEWAY TIMBER ISiD6 RAIL 1 6' I S=570AX) I I -TOP OF RAIL / FILTER FABRIC I OVER BALLAST SUBGRADE TOP OF RAIL I BEGIN 18" FROM TOP OF RAILI 12' (MIN. WIDTH) I IDTH OF RAILROAD TIE I TYPICAL RAILROAD CROSS SECTION (PAVED LOCATIONS) N.T.S. o Q 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE m INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. REVISIONS NO.I DATE I DESCRIPTION 1/2 O.D. PIPE 1 /2 O.A. . . PIPE a Q Q Q� d 6" Min. 12„ O.Q. 12" PIPE TYPICAL STORM DRAIN TRENCH SECTION NOT TO SCALE . - . FLOW SECTION A --A STANDARD M.H. FRAME AND COVER _______--ADJUST TO GRADE WITH MAX. OF FOUR COURSES OF CONC. BRICK 3'-0"D 0 �• Q L 16"TYP PRECAST REINFORCED CONCRETE MANHOLE ECCENTRIC CONE. v�i LL 5.. -'-/-ALUM. cx STEP REINFORCED CONCRETE MANHOLE SECTIONS NTH w w "0 RING" JOINTS N ay Q _ 5„ a< A 4'--0" DIA A REINFORCED CONCRETE I MANHOLE BASE d• z •- FLOW j R F 7' ..- CONCRETE OR BRICK MORTAR INVERT 6" 3/4" CRUSHED STONE FOUNDATION 5 1 /16" 1 L8 1 /4" 24 3/4"__j RUNNING BOND COBBLESTONE PATTERN N TS 14"X10" FORGED ALUMINUM SAFETY RUNG MANHOLE STEPS 16"O.C. TOP STEP TO BE 4" BELOW FRAME SECTION B--B REINFORCED PRECAST CONCRETE MANHOLE not to scale C.L. RAILROAD TRACK FLANGEWAY TIMBER TOP OF BIT. PAVEMENT I / S-5%(MAX) WEDGE OF PAVEMENT EXISTING GRAD I TOP OF RAIL EXISTING RADE I � i I ;� ��---ASPHALT (4" LAYER) BALLAST • , . \``-- PROCESSED AGGREGATE (4" LAYER) f' ~-- GRAVEL (8" LAYER) I SUBGRADE ! BEGIN 18" FROM TOP OF RAIL j I 12' (MIN. WIDTH) I l 88' f I IDTH OF RAILROAD T!E APPLICANT: HUDSON BAYLOR CORPORATION C/O HARRAL S. TENNEY, PRESIDENT 237 DUPONT AVENUE NEWBURGH, NY 12551 TEL:(845) 561---0160 FAX:(845) 562--8412 TYPICAL RAILROAD CROSS SECTION (UNPAVED LOCATIONS) N.T.S. OWNER: HANDY & HARMAN REFINING GROUP, INC. P.O. BOX 1390 ATTLEBORO, MA 02073--0390 1. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR AND THE OWNER SHALL HAVE A PRECONSTRUCTION MEETING WITH THE TOWN OF SOUTH WINDSOR. 2. ALL CONSTRUCTION TO CONFORM TO TOWN OF SOUTH WINDSOR STANDARDS AND SPECIFICATIONS. 3 ALL PROPOSED CATCH BASINS ARE TO HAVE 2' SUMPS. 4 CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION. 5 FIELD CHANGES SHALL HAVE PRIOR APPROVAL OF THE TOWN OF SOUTH WINDSOR AND/OR AGENT AND THE DESIGN ENGINEER. 6 CATCH BASIN TOPS SHALL NOT BE CEMENTED DOWN UNTIL FINAL GRADES ARE SET. 7 ALL PROPOSED UTILITIES ARE TO BE UNDERGROUND. 8 UNLESS OTHERWISE NOTED OR SPECIFIED, ALL ROADWAY AND STORM DRAINAGE CONSTRUCTION SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE TOWN OF SOUTH WINDSOR PUBLIC IMPROVEMENT SPECIFICATIONS . AND 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 ALL STUMPS TO BE CHIPPED ON SITE. STUMPS NOT CHIPPED SHALL BE REMOVED FROM SITE, NOT BURIED. 10 EXISTING UTILITIES A -� 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. 11 THE CONTRACTOR SHALL COORDINATE WITH THE PROPER AGENCIES FOR THE RELOCATION OF OF ANY UTILITIES OR SIGNS. 12. THE CONTRACTOR SHALL APPLY TEMPORARY DUST CONTROL MEASURES AS NEEDED TO ACCOMPLISH CONTROL. MECHANICAL SWEEPERS SHALL BE USED ON RYE STREET WHERE NECESSARY TO PREVENT DUST BUILD UP. 13 PROPOSED STORM DRAINAGE PIPES SHALL BE 12", RCP CONFORMING TO ASTM D--3034 SDR--35 OR ASTM D--3033. 14 AFTER ALL SITE WORK IS COMPLETED, THE CONTRACTOR SHALL CLEAN ANY SILT OR DEBRIS FROM ALL STRUCTURES AND PIPES. PIPES SHALL BE CLEANED BY WATER -JETTING AS NEEDED AND CATCH BASIN SUMPS SHALL BE CLEANED BY MANUAL EXTRACTION OR SUCTION LINES AS NEEDED. ESTIMATED START DATE FOR CONSTRUCTION -- SPRING 2004 ESTIMATED COMPLETION DATE FOR THE PROJECT -- FALL 2004 SEDIMENTATION AND EROSION CONTROL NARRATIVE 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. HAYBALES TO BE PLACED SO THAT STRING DOES NOT COME IN CONTACT WITH THE GROUND. 5. ALL EROSION CONTROL MEASURES ARE TO BE MAINTAINED OR REPLACED DURING CONSTRUCTION AS NECESSARY. 6. 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. 7. EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE INSTALLED PRIOR TO CONSTRUCTION, WHEREbtR POSSIBLE. 8. AREAS TO BE LEFT BARE FOR MORE THAN 15 DAYS SHALL BE TREATED WITH AIR DRIED WOOD SHIP 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 RECEIVE MULCH AND TEMPORARY SEEDING IN ACCORDANCE WITH THE FOLLOWING RECOMMENDED APPLICATION RATES: MULCH: RATE: HAY OR STRAW 90# / 1000 S.F. TEMPORARY SEEDING: RATE: PERENNIAL RYEGRASS 1.0# / 1000 S.F. 10. ADDITIONAL EROSION CONTROL MEASURES SHALL BE INSTALLED DURING CONSTRUCTION IF DEEMED NECESSARY OR ORDERED BY THE PROJECT ENGINEER OR THE PROPER LOCAL TOWN AGENT. 11. CONTRACTOR SHALL PERIODICALLY CLEAN CATCH BASIN SUMPS AS REQUIRED DURING CONSTRUCTION. 12. AN APPROVED EROSION CONTROL BOND IS REQUIRED BEFORE THE START OF ANY CONSTRUCTION ACTIVITY. 13. FROZEN MATERIAL SHALL NOT BE USED FOR FILL NOR SHALL FILL BE PLACED OR COMPACTED ON FROZEN GROUND. Tel. 860.291 • 8755 P® Fax 860.291 • 8757 Dlr tl ALS SHT rofessionals-, esig � Imne, DES/GN.•GBS/JAS DRAbYIV.• MHA CHECKED: GBS N civil engineers • planners surveyors 71 --- landscape architects • gis • gps J08 NO.: 7755 DA7E: 219104 165 South Satellite Rood, South Windsor, Connecticut 06074 1 DRAWING NO.: o:ljobs/1755/7755_8 RESURVEY PREPARED FOR: Hudson Ba y1or Corpora don 300 R YIE STREI' T SOUTH W RMBGP,..q cC®NMCM CtUT SHEET /8b