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HomeMy WebLinkAbout02-39P_AMK WELDING, DIVISION OF DYNAMIC MATERIALS CORPORATION_SULLIVAN AVENUE:aRRLC�AAIIT1: illl a!9 ?^-••.,,,,. •. S^.:ei• ".yin.•f':':MF]•,:S•7'7f';S ^1S'AdA".Si"GaA:71t7f•.a.M W. �`tAGsT.^7G. ��.yp,. 9:a IfA""_T-`,lC'YSAI7Fi.�JI .*• •T.. :i:'.. 'r .T:i',_ ': isifltlF7f'aF 7A',#ITiTiiKL'er:,u .17g7�.;:YW '6,'lAlz:K/1 1.7�d.11Gi l�r..A37'iRC4CtS.61A'i.L`YT,'-lG-=dR7: "�i'•.JCi16AdN7F"ti.TRf7f+f: ..«..549"L.+.1^..Ti.wW'JuT706'KY'SE�g"d'V'.SR�Rt. .. 'TYL'TDA.. "AL�ii 'A..iikV.lGd..JQ.."Aii.T.ty, iialr—fdAfdXxix'Ti94MY:.Q.+.S6TDafS:1TYAi::il•.,::iiY17:32iII.�1.IIiivL`-:i.1t7L'.,.i4:71�i':'Xis.Biii7:7)OC�i9A'i3.li-:Ti1'C6.71r: T.Ai`�3CRtil�19•'xi'J'�G.4!sfAYYYa1.tlY:P+W41ii7wlR AMK Welding, Division of Dynamic Materials Corporation SITE PLAN CO-) \� un3 SuRt=-j ==::I VAN AVEN--UE 0 0 U H V iN\ D 00 R U prepared by.0 ■ ■ esign ■ rofessionals, inc. ■ Civil Engineers • Planners • Surveyors • CIS N 165 South Satellite Road South Windsor, CT 06074 (860) 291-8755 FAX (860) 291-8757 MAP LOT NA ABUTTER LIST 109 3 354 EAST Sr, HEBEON, Cr 06246 WFH, LLC 4 PO BOX 101 LAVEY, ROBERT W. & BARBARA E. EAST W/NDSOR HILL, CT 06028 5 551 ASPEN RIDGE RD. DYNAMIC MATERIALS CORPORATION LAFAY£TTE, CO 80026 6 47 PATR/A RD. BURNEU,, DAVID 8 777 PROSPECT AVE. 1-3 SPERRY WOOD UM/TED PARTNERSHIP WEST HARTFORD, Cr 08105 Ito 1 305 SULLIVAN AVE. HAWKES, RAYMOND L. & BARBARA M. 2 1005 MATIANUCK AVE. SRUBAS, THEODORE F. TRUSTEE WINDSOR, CT 06095 3 1005 MATIANUCK AVE. SRUBAS, THEODORE F. TRUSTEE W/NOSOR, CT 06095 19 46 SCHWEIR RD. -CONOMOS, MICHAEL G. 20 26 SCHWEIR RD. GATOR ASSOCIATES, LLC 21 1005 MATIAMUCK AVE. SRUBAS, THEODORE F. TRUSTEE W/NDSOR, CT 06095 121 35 PO BOX 415 SHEPARD POLA INC. EAST WINDSOR HILL, CT 06028 37 PO BOX 415 CONN, NATIONAL BANK EAST WINDSOR HILL, CT 06028 41 PO BOX 415 CONN NATIONAL BANK EAST WINDSOR HILL, CT 06028 C/O NUWAY MICRO -FLAK 42 PO BOX 270 CONN LIGHT & POWER HARTFORD, Cr 43 551 ASPEN RIDGE RD. DYNAMIC MATERIALS COPR. LAFAYETTE, CO 80026 44 PO BOX 101 LAVEY, ROBERT W. & BARBARA EAST W/NDSOR HILL, CT 06028 45 PO BOX 101 LAVEY, ROB£RT W & BARBARA EAST WINDSOR HILL, CT 0602E 46 25 B CUFF SIDE DR. JEAN, GERALD F. 6• MARY MANCHESTER, CT 06040 47 10700 EVENDALE DR. NEYRA, EDWARD J. CINCINNATI, OH 45241 122 14 645 SULUVAN AVE. TOWN OF SOUTH WINDSOR 15 359 BURNHAM Sr OQ'L CARON, LLC EAST HARTFORD, CT THESE DRAWINC-5 ARE THE PROPERTY OF DB516N PROFESSIONALS, INC., AND HAVE BEEN PREPARED SPECIFICALLY FOR THE OWNER/APPLICANT FOR THIS PROJECT. THEY ARE NOT TO BE USED FOR ANY OTHER PURPOSE OR BY ANY OTHER PERSON OR PERSONS NOR REPRODUCED IN ANY MANNER WITHOUT THE EXPRESS WRITTEN PMMIS51ON OF DESIGN PROFESSIONALS, INC. THESE PLANS ARE INVALID UNLESS THEY BEAR THE OR16INAL SIGNATURE AND IMPRESSION SEAL OF THE PROFE55IONAL ENGINEER OR SURVEYOR. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-30OB-1 THRU 20-30OB-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. THIS PLAN WAS COMPILED FROM OTHER MAPS , RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION. IT IS NOT TO BE CONSTRUED AS HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE FIELD SURVEY MAY DISCLO. TO THE BES E�DM t�V LEDGE LAND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 12882 RICHARe--fr MARTEL LIC. No. KEY SCALE RECEIVED JAN 3 Z003 SOUTH WINOSORPLMNNG uryl. OWNER/APPLICANT AMK Welding, Division of Dynamic Materials Corporation 283 Sullivan Ave. P.O. Box 663 SOUTH WINDSOR, CONNECTICUT 860-289-5634 MAP 1 "= 200' _Spt.��G DE ZONING DATA BLOCK ZONE: I — INDUSTRIAL REQUIRED EXISTING PROPOSED MIN. LOT AREA 20,000 S.F. 66,725 S.F. 90,520 S.F.** MIN. LOT WIDTH 100' 215.82' 215.85' MIN. LOT DEPTH 150' 310.80' 421.09' FRONT YARD 35' 50.20' 50.20' SIDE YARD 10' 14.48' 14.48' REAR YARD NA - - MAX. BLDG. HEIGHT 40'/2 STOR. 17'6"t 19'7" MAX. % LOT COV. 50% 19.6% 22.3% MAX. % IMP. COV. 65% 54.7% 48.3% * NEW ADDITION ONLY * *COMBINED LOT AREA (121-43 & 109-5) PARKING CALCULATIONS: BUILDING GROSS FLOOR AREA = 20,240±S.F.(13,040f EXISTING BUILDING & 7,200f ADDITION) MANUFACTURING: 1 SPACE/700 S.F. G.F.A.: 20,240/700 S.F.= 28.91 SPACES 1 SP PER 2/3 EMPLOYEES ON LARGEST SHIFT, 25 EMPLOYEES x 2/3 SP = 16.7 SPACES REQUIRED: 28.91 SPACES - 29 SPACES PROVIDED: 29 SPACES WITH 2 HANDICAPPED SHEET INDEX aoft Ix, , it pd. J4 /rA A /�1I /P'1 l 1 rrT �! ;• r Q � P a o' 2 PLOT PLAN N NZ, M p V f- 0 3 TOPOGRAPHIC PLAN .'�SS,cEN . •�:���Q; L �s�s• 4 SEDIMENTATION & EROSION PLAN °11A°° A.1 1 FLOOR PLAN AND ELEVATIONS +.,/A iZ. +i REV1510N: OOTOBER 4, 2002 REV151ON: AUGU5T 27, 2002 4y -------- �--- DATE: .JUNE 27, 2002 1 %3 SHEET 1 E: \JOBS\1650\1650-CV2 i_'S112G:..:3'JTG:'+JR'.i.3nsLG 9L'YL^u.+2.:.,"t.`lHlw::F.:Lg.7r..VILS"S-H••"�`n�•. � •;x � t S.L'ii aral&u:':AYl::Q+ j=u �dii:s@3=EiYG"�iti'4uTJ iiYl�ir9lLiiZ•10,71tG:9. ii:.t�7eM4 (Iid::f FY'- _ Sal'211Egi7i9lliiGN:iB'r���.�...,eVq• .t®'s'.{Si',2tAi �TdS..3::{f:fE.t1'.L'3P3TZ1S._ ..:X X AMA&J�irr� �QiCG3CJY!!>a =-taxes ^' :a73G2Zu3.T.5i...ti a'"".�•. ._.� T . - . ..,s" ..T. i:.Ti&.Z7' -. :Y=4i NOTES: 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. 2. AREA OF PARCEL 1 = 66,725f sq. ft. = 1.53 ac. AREA OF PARCEL 2 = 23,795f sq. ft. = 0.54 ac. AREA OF COMBINED PARCELS = 90,520t sq. ft. = 2.07 ac. 3. PROPERTY IS IN I ZONE. 4. PROPERTY IS IN FLOOD ZONE X - AREAS DETERMINED TO BE OUTSIDE 500 YEAR FLOOD PLAIN - PER FIRM PANEL 2 - COMMUNITY PANEL NUMBER 090036 0002 D - MAP REVISED FEBRUARY 23, 2001. 5. PARCELS 1 & 2 SHALL BE COMBINED. 6 INI Awn WETI Awn I IAA,ITq IIETERAAiwP n RY CONNECTI('IT ECa1CYCTEAAC I I t^ Awn PIPI n I r)r ATP n RY nFciP_Ki • V, V I ILLV LVV/71LV V 1 vl-.Jl vlv PROFESSIONALS, INC. ON JUNE 16, 2002• MAP REFERENCE: PATRIA INDUSTRIAL PARK SULLIVAN AVENUE SOUTH WINDSOR - SCALE 1"=40' MAY 1970 - WILLIAM J. CARRINGTON GENERAL NOTES: 1. ALL CONSTRUCTION TO CONFORM TO TOWN OF SOUTH WINDSOR AND/OR UTILITY COMPANY(S) STANDARDS AND SPECIFICATIONS. 2. ALL TREE STUMPS, WOOD CHIPS AND CONSTRUCTION DEBRIS SHALL BE DISPOSED OF AWAY FROM CONSTRUCTION AREA, BURIAL OF STUMPS, WOOD CHIPS, OR DEBRIS WITHIN THE PROJECT SITE IS NOT ALLOWED. 3. THE CONTRACTOR SHALL APPLY TEMPORARY DUST CONTROL MEASURES AS NEEDED TO ACCOMPLISH CONTROL, AND MECHANICAL SWEEPERS SHALL BE USED ON NUTMEG ROAD SOUTH WHERE NECESSARY TO PREVENT DUST BUILD UP). 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. 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. 7. ALL PROPOSED UTILITIES ARE TO BE UNDERGROUND. 8. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR AND THE OWNER SHALL HAVE A PRE -CONSTRUCTION MEETING WITH THE TOWN OF SOUTH WINDSOR. 9. PROPOSED WALL MOUNTED LIGHTS TO MATCH EXISTING AND TO BE INSTALLED SUCH AS TO LIMIT LIGHT LEVELS TO A MAXIMUM OF 0.25 FOOT CANDLES AT ANY PROPERTY LINE. 0��`� T� �sa2.2v a ��� 1540 SULLIVAN AVENUE . SOUTH WINDSOR, CT 06074 �osoe.co�`' TELEPHONE 1860) 644 2511 September 17, 2002 Certified 1/70001670000189221943 Desiym Professionals, Inc. Attn: Mr. Peter DCMallic 165 South Satellite Road South Windsor, CT 06074 RE: Appl. 402-39P - AMK Welding - easterly of Patria Road and southerly of Sullivan Avenue (Assessors Map #121 & 109, parcels 43 & 5) 1 zone Dear Mr. DeMallic: At the September 4 2002 regular meeting, the Inland Vctlands Agency/Conservation Commission approved application 1102-39P - AMK Welding - 283 Sullivan Avenue -Inland WetlnadlConservation Commission application for the construction of an addition to an existm2 building and parking lot, stormwater strctures, and associated improvements on property located easterly to Patria Road and southerly of Sullivan Avenue (Assessor's Map 11121 & 109, parcels 43 1 & 5 Industrial zone. This approval is subject , b ect to the follow'in conditions: PP J 8 I. One blueprint copy of the entire set of plans and this letter reproduced thereon, must be submitted to this Commission. This mast be completed within 65 days of approval prior to any construction activity on the site. s submitted y } tt Plan to Planning & Zoning Commission shall be considered having met this requirement. 2. The application shall indemnify and hold harmless the Town of South Windsor against any liability, which might result from the proposed operation or use. 3. The permit is valid for five years and shall expire on September 4, 2007. it is the landowner(s)/applicant(s) responsibility to track expiration dates and notify the Commission of a renewal request at least 65 days prior to expiration. 4. All approvals required must be obtained and submitted prior to any activity on the site. 5. A contact person shall be identified on the plan,. 6. The wet meadow area shall be plowed only once a year and will be after September 1. AMK Welding September 17, 2002 Page 2 7. We recommend a bond in the amount of S2,500 be submitted to the Planning & Zoning Commission to ensure compliance with the Erosion and Sedimentation Control Measures. Very truly yours, iNLAND NVETLANDS AGENCY/ CONSERVATION COMMISSION Fli7 A. Warren, Chairperson EW:dr cc: Chief Building Official Town Engineer A'NflK Welding `%azure 2!)&U&Ot ^Y �� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074.2786 °�snnco"� AREA CODE 860/644,2511 FAX 860/644-3781 CERTIFIED MAIL September 16, 2002 Dynamic Materials Corporation c:o Robert C. Sanborn, General Manager 283 Sullivan Avenue P.O. Box 663 South Windsor, CT 06074 Dear Mr. Sanbom: Re: Appl #02-39P, AMK Welding Site Plan Modification We are pleased to advise you that the Planning & Zoning Commission voted on September 10, 2002 to approve with modifications the above referenced application for a Site Plan of Development. This approval is for the constructio n of a 7,200 sf addition t r of property located at 283 Sullivan Avenue, I Zone as shown on plans prepared by Design Professionals, Inc. Job No. 1650, dated June 27, 2002, as revised. This approval is subject to the following modifications: I. Prior to commencement of any site work, a meeting must be held with Town Staff. 2. No building permit will be issued until the final mylars have been filed in the Town Clerk's office. 3. This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission, including a bond it, the amount of S2,500.00. 4. An as -built plan is required prior to issuance of a Certificate of Occupancy per Section 8.1.10 of the Zoning Regulations. 5. Footing drains are required if the building has a basement. 6. Landscape bond in the amount of S 1,000.00 required and must be submitted prior to filing of mylars. 7. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. R. WPCA approval is required ! If a State Traffic Commission certificate is required, no building permits will be issued until the certificate has been issued (per CGS § 14-311). 10. T'he building street number must be included on the final plan. 11. Engmeering comments dated September 10, 2002. must be addressed to the satisfaction of the Town Engineer. 12. Landscaping plan must reflect two additional maple trees to be planted. Black and white transparent mylars of Sheet 42 with the above ninditications, together wi(h three Moen nt copies of the entire set of plans must he submitted to this Commission within 30 days to he stamped and signed The letters ofapproval of this Commission as Weil as the inland Wetlands A^_encyrCunservation Commission nms; be reproduced nn the mylars. - Ater the mylars have been signed by the Commission, they will be returned to you for filing in the Office of tltc Town Clerk. After !fling these plans, a copy ofthe receipt must be submitted to the Planning Department. Very truly yours, KeN in McCann. Chairman 1'launing and Zoning Commission KNICC kah ccTown Engineer Chief Building Official Assessor Superintendent of Pollution Control Pic Marshal a Design Professwnm alZnc. _ Zo{x Z m 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD REVISIONS BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 10-4-02 PZC Comments JAS BY A LICENSED LAND SURVEYOR PRIOR TO 2 8-27-02 Town Comments JAS CONSTRUCTION. 1 7-29-02 Town Comments RA 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY To1 0_/C S_-ULl2t%L U ,6,7d� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 ~asoz•coN` TELEPHONE (860) 644-2511 November 15, 2002 Design Professionals, Inc. 165 South Satellite Road South Windsor, CT 06074 Alin: Galen Semprebon RF: AMK Welding 283 Sullivan Avenue, South Windsor, CT Dear Mr. Semprebon: The South Windsor Water Pollution Control Authority, at its regular meeting of November 6, 2002, gave approval for the connection of an additional lateral to the Tow n's sewerage system of a commercial building at 283 Sullivan Avenue, South Windsor, Cr as more specifically shown on plans entitled "Topographic Plan - AMK Welding" prepared by Design Professionals, CI', Project No. 1650, dated 6-27- 02, with revisions dated 7-29-02, 8-19-02, 8-27-02, 10.04-02 and subject to the following conditions: 1. A minimum slope of 1% is required far the new connection. 2. Technical approval of the 'Town Engineering De partment. artment. 2. Final Authority approval and acceptance of the sanitary sewerage connection will be given once the sewer line has been installed and inspected by the Town staff, and based upon the written in substan tial conformance w line was installed i sauna sewer verification of the Tow n staff that said sanitary with the design plans previously approved by the Authority, and meeting all Town regulations and appropriate technical specifications relating to sanitary sewer construction. This approval letter must be superimposed on the final approval plans. Very truly yours, /t�.Grr-D Jos 'h J. Canino, Chairman Water Pollution Control Authority JJC:dd Cc: Matthew Galligan, Town Manager Michael J. Gantick, Director of Public Works Jeff Doolittle, Town Engineer Marcia Banach, Director of Planning John Collins, Chief Building inspector Dynamic Materials Corp. 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. RICHARD P. MARTEL 12882 LIC. No. COMPANY D c \ \ SIGN \ SNET #846 \ ♦ STREETAI/ 6 SIGN i R-25.00 _ _� S6 (Tot Q an 25.5 XING Se'E OP an=25.69 0=91'33'58" SNET #84 ckll ll R!//y� / � •0,� F \ G w � � APLE � \ � \ \ C'V A:y pARk/ SNET ` Nc 5024/ 74. /AlGAS/ / MAPLE Q EXISTING -� BUILDING /R_4 FF 84.04 j' ET PARCEL 1 11 / 15 �W a., R MATCH / ` N, / - ~ A \ \ \ /r O / E SNET 5174 / 0.14 SOUTH & 0.35 EAST% / OF PROPERTY LINE/ I \ / / ITI ATIOtd ARE / 4,4-f0 S.F \ / / /4 __1 ` 10 / N/F DAVID BURNETT / %%b GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. 860.291.8755 esign rofessionals, inc. ■ Civil Engineers • Planners • Surveyors " CIS 165 south satellite road • south Windsor • Connecticut 06074 INSTALL BOLLARDS 3 PriD�O�cv � 7200 S.F. L FF 84.04 9 • D W6 W1 / N6� 4g � PARCEL 2 h / A/ � 4 h� h H W8 / M N � 0 / 1R1E / GAS / SERVICE / N/F / /SPERRY WOODS LIMITED PARTNERSHIP N PLOT PLAN DESIGN: RA I DRA WN.• DUG CHECKED: RPM JOB ND.: 1650 1 DA TE: 6127102 DRAWING NO.: JOBS/1650/1650-BASSI. DWG LEGEND 0 EXISTING IRON PIN COa EXISTING UTILITY POLE _ =E:9-- = EXISTING CATCH BASIN AND PIPE - -' PROPOSED CATCH BASIN AND PIPE: _ = EXISTING SANITARY MANHOLE AND PIPE IV EXISTING 200 WATT WALL PACK LIGHTING V PROPOSED WALL PACK LIGHTING ® DUMPSTER & PAD INLAND WETLANDS REGULATED AREA -- EXISTING TREE LINE PROPOSED TREE LINE OO EXISTING MONITORING WELL `5 EXISTING DRY WELL AO EDGE OF EXISTING BITUMINOUS B� NEW TRANSFORMER SIZED FOR NEW ADDITION E� PROPOSED BITUMINOUS PAVEMENT FO END OF BITUMINOUS CURB © PROPOSED CONCRETE PAD HO PROPOSED WETLANDS MITIGATION AREA © TW 200S 200 WATT H-P SODIUM SHIELD17D WALL PACK (15' HEIGHT) (SEE GENERAL NOTE #9) OM EXISTING CATCH BASIN AND DRY WELL ON PROPOSED DUMPSTER LOCATION OWNER f APPLICANT AMK Welding, Division of Dynamic Materials Corporation 283 Sullivan Ave. P.O. Box 663 SOUTH WINDSOR, CONNECTICUT 860-289-5634 RESURVEY PREPARED FOR: SHEET AMK Welding, Division of Dynamic Mater ils Corporation 2 203 SuRfi vans Avenue 4 �r 1� �r�+�L7� �r�i �t ���+ r��i � Try+ syO Ji H i1rV' ENDSOR9 C®1�71V C 11 UC lV 11 GENERAL NOTES: 1. ALL CONSTRUCTION TO CONFORM TO TOWN OF SOUTH WINDSOR AND/OR UTILITY COMPANY(S) STANDARDS AND SPECIFICATIONS. 2. ALL TREE STUMPS, WOOD CHIPS AND CONSTRUCTION DEBRIS SHALL BE DISPOSED OF AWAY FROM CONSTRUCTION AREA, BURIAL OF STUMPS, WOOD CHIPS, OR DEBRIS WITHIN THE PROJECT SITE IS NOT ALLOWED. 3. THE CONTRACTOR SHALL APPLY TEMPORARY DUST CONTROL MEASURES AS NEEDED TO ACCOMPLISH CONTROL, AND MECHANICAL SWEEPERS SHALL BE USED ON NUTMEG ROAD SOUTH WHERE NECESSARY TO PREVENT DUST BUILD UP. 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. 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. 7. ALL PROPOSED UTILITIES ARE TO BE UNDERGROUND. 8. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR AND THE OWNER SHALL HAVE A PRE -CONSTRUCTION MEETING WITH THE TOWN OF SOUTH WINDSOR. 9. PROPOSED WALL MOUNTED LIGHTS TO MATCH EXISTING AND TO BE INSTALLED SUCH AS TO LIMIT LIGHT LEVELS TO A MAXIMUM OF 0.25 FOOT CANDLES AT ANY PROPERTY LINE. EMBANKMENT PLAT „E„ I "I'" I „ •�.� _ ��� FILTER FABRIC SECTION X-X \ (MIRAFI 140N O.A.E.) 18" MODIFIED RIP RAP 6" GRAVEL A B C D E F G H WT RIP -RAP IN TONS 10' 10' 1 3' 1 ' 1 ' 5' 1 ' 3' 12 SETTLING BASIN nts VARIES ........ ........ �............ ........ 6" LOAM & SEED 2' FILTER FABRIC MIRAFI 140s OR EQUAL GRASS SWALE CROSS SECT ON not to scale 1 -1 /2" 1 -1 /2" SEE NOTE GRAVEL BASE ` 12" DEPTH AFTER COMPACTION PLACED IN TWO COURSES CROSS SECTION BITUMINOUS CONCRETE DRIVEWAY N.T.S. NOTE: REAR PARKING AREA AND REAR ENTRANCE TO BE 4" THICKNESS FINISHED GRADE FINISH GRADE I P.V.C. BODY PLUG WITH P.V.C. SCREW PLUG P.V.C. BEND P.V.C. PIPE• 45' P.V.C. WYE - 6"\MIN PACTED SUBGRADE PIPE SIZE PER PLAN IN -LINE CLEANOUT TYPE I N.T.S. CLEANOUT RING AND COVER LeBaron LA 1 OR APPROVED EQUAL V) W Q: FLAT DIAMOND �aara� lip SURFACE DESIGN �-2. 7.5:8 tO :/2 PARTIAL BOTTOM VIEW_ OF COVFR 4 33!4--I I 3/4 -I LeBaron LA0910 CLEAN OUT & COVER z II o z 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD REVISIONS 4 10-4-02 PZC Comments JAS "' BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 8-27-02 Town Comments JAS BY A LICENSED LAND SURVEYOR PRIOR TO 2 8-19-02 Town Comments ACS CONSTRUCTION. 1 7-29-02 Town Comments RA 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 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. N I I 1 , i NOTES: 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. 2. AREA OF PARCEL 1 = 66,725f sq. ft. = 1.53 ac. AREA OF PARCEL 2 = 23,795f sq. ft. = 0.54 ac. AREA OF COMBINED PARCELS = 90,520f sq. ft. = 2.07 ac. 3. PROPERTY IS IN I ZONE. 4. PROPERTY IS IN FLOOD ZONE X - AREAS DETERMINED TO BE OUTSIDE 500 YEAR FLOOD PLAIN - PER FIRM PANEL 2 - COMMUNITY PANEL NUMBER 090036 0002 D - MAP REVISED FEBRUARY 23, 2001. 5. PARCELS 1 & 2 SHALL BE COMBINED. 6. INLAND WETLAND LIMITS DETERMINED BY CONNECTICUT ECOSYSTEMS LLC, AND FIELD LOCATED BY DESIGN / ♦ - \ \ \ W �/ SNLI #d44 PROFESSIONALS, INC. ON JUNE 16, 2002. BOLLARD ♦ 1` \ ` ♦ ` ♦ MAP REFERENCE: c \� ♦ ♦ ♦ �D ` PATRIA INDUSTRIAL PARK SULLIVAN AVENUE SOUTH WINDSOR - SCALE 1"=40' MAY 1970 . ♦ ♦ - WILLIAM J. CARRINGTON I t ,\ \ `��. `mot � � �� � �_ ♦♦ w\ _ ., SIU Nf�ANY p c /\ ` \ \ \ \ ♦ ♦ sNEr #s4s ��• �� t ...� \ \ XIST. HY STREETW, _ -� ♦ \ ♦ E2 \ SIGN- 6> \ TEX F C0.17 , , Q R -25.00 ` ♦ \ \ \ \ / Z `S(�` 1 TOt 1 � an=25.69 � _ _ � \ XING � \ I EX CB OP p-91'33'58" \ ` TF 8 27 ' \ �♦ SNET #84 Gi EX \ \ 00 /)� CV C ATF 50.s \ LEGEND SNET Ir 502 1,22 xe2.® X EXISTING IRON PIN COI EXISTING UTILITY POLE EXISTING CATCH BASIN AND PIPE Sce2,o2 \ � ,I '� ,� ,4 s � � PROPOSED CATCH BASIN AND PIPE ` = = = = EXISTING SANITARY MANHOLE AND PIPE X82,49 `-; ML-C ` 1ROE5 EXISTING 200 WATT WALL PACK LIGHTING TF 8263 83.7 $27 8.89 GAS /,' SERVICE PROPOSED WALL PACK LIGHTING O - 1 , ARGON GAS /, TANK / ®DUMPSTER & PAD - - MAPLE L �' `" \ / / R EXISTING ROOF LEADER �J Q� EXISTING a3 X82,421 - 2 �/ BUILDING m W EXISTING WATER LATERAL ` \7 FF 84.04 / A s ET A/_fz� / -� EXISTING CONTOUR PARCEL 1 -- o - PROPOSED CONTOUR i OTF 82.09 i / - R C' / l h� /^ - �r7 a / X61,95 EXISTING SPOT GRADE '� /�i .tn ' �"_ PROPOSED SPOT GRADE 81.88 CUT & MATW / / SURFACE DRAINAGE FLOW DIRECTION REGULATED AREA , .60 M CL J• c� �a29 / / INLAND WETLANDS A &41.93 �� \ / / / ,' EXISTING TREE LINE al 50 83.18 . N/F To X8242 I _ \ / ,' SPERRY WOODS LIMITED PROPOSED TREE LINE / DRAT 83. E � Q , sa OTF 82.53 \ B PARTNERSHIP OO EXISTING MONITORING WELL N 10' x 0' S 1JNG -82 W71- BASI (SE DETAIL 2 SNET � .2fNSTALL BOLLARDS � F 81.82 5174 / X81.09 / IP 1 3 PROPOSED -ADDI N �o 0.14 SOUTH & 0.35 EAST 72.00 S.F. OF PROPERTY LINE �--�1 / INV, 2.5 , '[`F 84.04 / 81.85 •► 4� / GR SSW F I' 8179MOlS / (S 9 T L) +Y CURB ' \> 5 F 90' N _ - W3 / e0 W4\ / 4 N6824' 130.85 so ,, PARCEL 2 / >80,39 h eo.40 7 77 MITI ATIO AREA �' 4 / 4,420 S.F ' ti0 / 80. , W8 X80.48 H \ [50.70o L X 0. eo 5 / \ \ I I / �S% ` / 80.57 DAVID BURNETT " BARS ® 12"O.C. PAVEMENT \ 5" THICK 4000 # CONCRETE SLAB SEE PLAN FOR DIMENSIONS o O O O 0 O o O 0 0 O O 0 o ° O o O 9" THICK PROCESSED STONE COMPACTED SUBGRADE DUMPSTER PAD DETAIL N.T.S. 860.291.8755 GRAPHIC SCALE 40 0 20 40 80 IN I&esign ofessionals, inc. i inch = 40 ft. !! Civil Engineers Planners • Surveyors • CIS 165 south satellite road south Windsor • Connecticut 06074 TOO POO GRAPHIC PLAN DESIGN. I DRAWN.• DMG I CHECKED: RPM ✓oB No.: 1650 1DATE. • 6127102 DRAWING No.: J0BS/1650/1650-BASE1.DWG EXISTING DRYWELL AO EDGE OF EXISTING BITUMINOUS O NEW TRANSFORMER SIZED FOR NEW ADDITION © SANITARY CLEAN OUT D� FUTURE SANITARY LATERAL EO PROPOSED BITUMINOUS PAVEMENT FO END OF BITUMINOUS CURB © PROPOSED CONCRETE PAD HO PROPOSED WETLANDS MITIGATION AREA © TW 200S 200 WATT H-P SODIUM SHIELDED WAIL PACK (15' HEIGHT) (SEE GENERAL NOTE #9) EXISTING CATCH BASIN AND DRY WELL NO PROPOSED DUMPSTER PAD WITH ENCLOSURE ENCLOSURE TO BE 5' CHAIN LINK FENCE WITH PRIVACY SLATS. �0 RODENT SCREEN OWNER/APPLICANT AMK Welding, Division of Dynamic Materials Corporation 283 Sullivan Ave. P.O. Box 663 SOUTH WINDSOR, CONNECTICUT 860-289-5634 RESURVEY PREPARED FOR: SHEET AMK Welding, Dif ision of Dynamic Materials Corporation 3 203 Sullivan Avenue 4 SOUTH WENDSOR9 CONMIC ICIUT M . . N OTES: 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. 2. AREA OF BOTH PARCELS = 66,725± sq. ft. = 1.53 ac. 3. PROPERTY IS IN I ZONE 4. PROPERTY IS IN FLOOD ZONE X - AREAS DETERMINED TO BE OUTSIDE 500 YEAR FLOOD PLAIN - PER FIRM PANEL 2 - COMMUNITY PANEL NUMBER 090036 0002 D - MAP REVISED FEBRUARY 23, 2001. 5. PARCELS 1 & 2 SHALL BE COMBINED. 6. INLAND WETLAND LIMITS DETERMINED BY CONNECTICUT ECOSYSTEMS LLC, AND FIELD LOCATED BY DESIGN PROFESSIONALS, INC. ON JUNE 16, 2002. MAP REFERENCE: PATRIA INDUSTRIAL PARK SULLIVAN AVENUE SOUTH WINDSOR - SCALE 1" =40' MAY 1970 - WILLIAM J. CARRINGTON EROSION CONTROL NOTES: 1. ALL EROSION CONTROL MEASURES WILL BE CONSTRUCTED IN ACCORDANCE WITH THE "GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL" BY THE CONNECTICUT COUNCIL FOR SOIL AND WATER CONSERVATION. 2. HAY BALES AS SHOWN TO BE BUTTED TIGHTLY END TO END AND STAKED IN PLACE USING TWO 2" X 2" X 36" WOODEN STAKES PER BALE. 3. ALL EROSION CONTROL MEASURES ARE TO BE MAINTAINED OR REPLACED DURING CONSTRUCTION AS NEEDED. 4. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF ALL SEDIMENTATION AND EROSION CONTROL MEASURES DEPICTED ON THE 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. 5. ANTI -TRACKING APRON TO 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. 6. EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE INSTALLED PRIOR TO CONSTRUCTION, WHEREVER POSSIBLE. 7. AREAS TO BE LEFT BARE FOR MORE THAN 15 DAYS SHALL BE TREATED WITH HAY MULCH ON TOP OF PERENNIAL RYE GRASS UNTIL FINAL GRADING AND STABILIZATION IS TO TAKE PLACE. 8. ADDITIONAL EROSION CONTROL MEASURES SHALL BE INSTALLED DURING CONSTRUCTION IF DEEMED NECESSARY OR ORDERED BY THE PROJECT ENGINEER OR THE PROPER LOCAL TOWN AGENT. 9. HAY BALES TO BE PLACED SO THE STRING DOES NOT COME IN CONTACT WITH THE GROUND. 10. CONTRACTOR TO PERIODICALLY CLEAN CATCH BASIN SUMPS AS REQUIRED DURING CONSTRUCTION. 11. IF SITE CONSTRUCTION PROGRESSES DURING WINTER MONTHS, AND BUILDING FOUNDATION IS NOT INSTALLED, THE AREA AROUND THE BUILDING LOCATION IS TO BE PROTECTED BY SILT FENCE, OR OTHER MEASURES, AS REQUIRED AS DIRECTED BY THE ENGINEER AND THE TOWN. SEEDING SCHEDULE ALL DISTURBED AREA NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH A 4" MINIMUM OF TOPSOIL, SEED AS INDICATED ON LANDSCAPE PLAN. CONDITION SOIL WITH FERTILIZER APPLIED AT A RATE OF 300 POUNDS PER ACRE OR 7.5 POUNDS PER 1,000 SQUARE FEET USING 10-10-10 OR EQUIVALENT. IN ADDITION, 300 POUNDS OF 38-0-0 PER ACRE OR EQUIVALENT OF SLOW RELEASE NITROGEN MAY BE USED FOR TOPDRESSING. APPLY GROUND LIMESTONE (EQUIVALENT TO 50 PERCENT CALCIUM PLUS MAGNESIUM OXIDE) AT THE RATE OF 3 TONS PER ACRE OR 135 POUNDS PER 1000 SQ. FT. TEMPORARY VEGETATIVE COVER SEEDING DATES: MARCH 1 TO JUNE 15 AND AUGUST 1 TO OCTOBER 1 ANNUAL RYEGRASS 100% APPLY ONE POUND PER 1,000 SO. FT. OR 40 POUNDS PER ACRE WITH ANCHORED HAY MULCH AT 2 TONS PER ACRE. PERMANENT VEGETATION COVER SEEDING DATES: APRIL 1 TO JUNE 1 AND AUGUST 15 TO SEPTEMBER 1 USE THE FOLLOWING MIXTURE: KENTUCKY BLUEGRASS 45% CREEPING RED FESCUE 45% PERENNIAL RYEGRASS 10% APPLY 1 POUND PER 1,000 SQ. FT. OR 45 POUNDS PER ACRE. WOOD CHIPS SHOULD BE APPLIED AT A RATE OF 500-900 POUNDS PER 1,000 SO. FT. OR 10-20 TONS PER ACRE. Zone Biofilter Swale Mitigation Wetland Mitigation Plants Scientific Name Alasma plantago-aquataca Acorus calamus Carex stricta Eleocharis palustris Eupatorium perfoliatum Iris versicolor Juncus canadensis Poa palustris Scirpus atrovirens Scirpus cyperinus ANGLE POSTS 1. SET POSTS AND 2. STAPLE THE SILT A A GLE OS EXCAVATE A 6"x6" TRENCH FENCING TO THE FOR STABILITY POST UPSLOPE FROM POSTS. SILT END OF THE POST STRAW BALE AND SELF- FENCING 1. EXCAVATE A TRENCH 4" DEEP AND THE WIDTH OF A411 2. PLACE AND STAKE STRAW CLEANING. STRAW BALE. BALES, TWO STAKES PER BALE. 9512" MIN. BINDING WIRE OR TWINE -1 �I�TAKE T '-III-1 I I-1 I I_ n PACKED STRAW 3. ATTACH FILTER FABRIC TO 4. BACKFILL THE FI'LTERTHE WOODEN POSTS AND EXTEND TRENCH AND COMPACT FIT INTO THE TRENCH THE EXCAVATED SOIL. PLAN VIEW COMPACTED BACKFILL COMPACTED 4. BACKFILL AND COMPACT 3. WEDGE LOOSE STRAW I( I( THE EXCAVATED SOIL AS BACKFILL BETWEEN BALES TO CREATE i �( i S ,S SHOWN ON THE UPHILL SIDE A CONTINUOUS BARRIER. I( I( OF THE BARRIER TO PRE- i S �( i i �( VENT PIPING. I I I l I-IIIIr ITI_� �- I I I �I I I� 11= I� I - CONSTRUCTION OF SYNTHETIC FILTER BARRIER A I II►PII'IIII$II WTIIII71 d IIIPI171IIgIl III�II�IIIgII III�fI'►III�11 III�II�III�I1 I BOTTOM OF DRAINAGE WAY PLAN VIEW llllj / B ����III/ III II'Illl II III II�1II II CROSS-.• 0 NOTE: ELEVATION AT POINT A SHOULD BE HIGHER THAN ELEVATION AT POINT B. Maintenance and Operation: The following maintenance operations will be required to ensure the proper and efficient operation of the Storm Water System, and Mitigation area. The following maintenance schedule is intended to be a minimum guide, and additional inspections and maintenance measures may be required following large storm events that could cause the deposition of excess debris in the system. Pipe Outlet Location: The roofleader pipe outlet shall be inspected annually and Common Name cleaned of silt and/or debris. Any erosion shall be stabilized as required. New England Wetmix Catch Basins/Drywell: The Catch Basins/Drywell shall be inspected annually. The sumps shall be cleaned when the depth of material within the sumps reaches 1'. Water plantain Pavement Sweeping. The parking lot shall be swept at a minimum of twice Sweetflag per year. Once in the spring shortly after the end of the snow season, Tussock sedge and once in the fall after the leaves have fallen. Spike rush Mitigation Area: The Mitigation Area shall be inspected twice yearly. Boneset Any trash or debris that accumulates within the Mitigation Area shall be Blue flag iris removed. The mitigation area shall be inspected yearly for the first Canada rush three years to insure that the area is functioning as intended. Fowlbluegrass Settling Basin & Swale: The Settling Basin & Swale shall be inspected twice yearly. All large woody growth that may affect the flow of water or the stability of the basin & Dark green bulrush swale shall be removed. The basin & swale shall also be inspected after any large flows pass through. The riprap shall be re -arranged and added to as required to Woolgrass maintain the design as per the design plans. Any erosion within the swale shall be stabilized. Notes: 1. Plants to be established at-3 foot on -center spacing. 2. Sixty plants of each species to be planted (600 total plants). 3. Species selection dependent upon availability. 4. Wetmix to be seeded at a rate of 1 pound/2500 square feet. 5. Wetmix and plants available from New England Wetland Plants (413 256-1752) Swale Seeding: In addition to above, add 3-4 Ibs per 1,000 s.f. of Tall Fescue Z Ix 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS Z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE m INFORMATION. ALL EXISTING UTILITIES SHOULD 4 10-4-02 PZC Comments JAS BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 8-27-02 Town Comments JAS BY A LICENSED LAND SURVEYOR PRIOR TO 2 8-19-02 Town Comments ACS CONSTRUCTION. 1 7-29-02 Town Comments RA 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE \ OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY I I I 1 I W ` \ \ CbMPANY SI �N \ i � _ \ \ _ \ \ \ i i i SNET #846 \ \ \\ \ \1 \ STREET _ -�.". \ \ \ ®i EXIST. HYD 2 I TEX FCo.17 a i�\\\\ \\ �✓ S6 0-0 L� _ \ XING 1'S8'� / Ex ce OP � - _ � \ TF 727 p(eN \ I - C SNET #84 OEX CIV APLE TF 80 *8 // y ' SNET . \ X81,63 / ' / 5024 _ S<82.02 i \ \� 23095 C 1R1E 3 e ' X82.49 - L-C / i \ / ' l8 ' .89 / GAS / �\ TF 82.630 83.7 $247 /gRGON GAS / i' SERVICE \TANK D MAPLE / O\ EXISTING // X82.42� �- -/ QBUILDING UIIFF DI G � \ / / \ \� / l ET /\ I PARCEL 1 \/� O 11/OTF 82.09 , -_R i / i \ / \ 829 �1.�52 83. , N/F GORADE X82 z I SPERRY WOODS LIMITED DRAU O ». (9 \ \ ,' E i as TF 82.53 \ \ PARTNERSHIP /0• x 0' S NG W11 12 S 0, E -82 IN L - - - - - - - - - 82- - - - - B / ' BAST (SE DETAIL INSTALL BOLLARDS W2 SNET Few 81.82 5174 / F 'Z X81.09 W1 / 1 0.14 SOUTH & 0.35 EAST 13 PROPOSED yADDI �o 7200 S.F. OF PROPERTY LINE/ i p INV, y L , 'FF 84.04 - i GR S BITIMINOUS J CURB \> 90.7 eo. W4 ♦ ♦ /Qy,4 �Q / X 1 ' W7 &2 80 / 3D,00 PARCEL 2 X80.39 / e0.40 7,5,7� $1 MI11GATIO �EA ' 4,4�0 S.F. J / H W8 X80.48 NST TOPSOIL / �` � ♦ � X 0�1� 90.50 MINIMUM AMENDED WITH �I \ 30% COMPOSTED ORGANIC MATTER. I X80,8„ s W9 ��• s N/F �18 �O. 5 J7 / / ♦ v'0 DAVID BURNETT \ \ %%b� - / // \ _�C81,39 THIS PLAN IS FOR SEDIMENTATION AND GRAPHIC SCALE 40 0 20 40 80 EROSION CONTROL ONLY, AND IS NOT TO BE USED FOR UTILITIES CONSTRUCTION. 1 �h=40 ft. 860.291.8755 esign 11 I rofessionals, inc, 1.1 Civil Engineers • Planners • Surveyors • CIS 165 south satellite road • south Windsor • Connecticut 06074 Sedir7�er�t & Er4510r1 Plan DESIGN. I DRAWN.• DUG I CHECKED: RPM JOB NO.: 1650 1DA TE 6127102 DRAWING NO.: JOBS/1650/1650-BASE1. DWG LEGEND ® EXISTING IRON PIN coa EXISTING UTILITY POLE _ =E�= = EXISTING CATCH BASIN AND PIPE PROPOSED CATCH BASIN AND PIPE _ _ _ = EXISTING SANITARY MANHOLE AND PIPE I% EXISTING 200 WATT WALL PACK LIGHTING V PROPOSED WALL PACK LIGHTING ® DUMPSTER & PAD _ = R = _ EXISTING ROOF LEADER w EXISTING WATER LATERAL '--ago EXISTING CONTOUR �- PROPOSED CONTOUR X61,95 EXISTING SPOT GRADE -® PROPOSED SPOT GRADE <= SURFACE DRAINAGE FLOW DIRECTION REGULATED AREA INLAND WETLANDS - - - - SILT FENCE EXISTING TREE LINE PROPOSED TREE LINE O° EXISTING MONITORING WELL EXISTING DRY WELL AO EDGE OF EXISTING BITUMINOUS © NEW TRANSFORMER SIZED FOR NEW ADDITION © SANITARY CLEAN OUT DO FUTURE SANITARY LATERAL E� PROPOSED BITUMINOUS PAVEMENT F� END OF BITUMINOUS CURB GO PROPOSED CONCRETE PAD HO PROPOSED WETLANDS MITIGATION AREA JQ SILT FENCE © TIN 200S 200 WATT H-P SODIUM SHIELDED WALL PACK (15' HEIGHT) MO EXISTING CATCH BASIN AND DRY WELL O PROPOSED DUMPSTER LOCATION 0� RODENT SCREEN OWNER/APPLICANT AMK Welding, Division of Dynamic Materials Corporation 283 Sullivan Ave. P.O. Box 663 SOUTH WINDSOR, CONNECTICUT 860-289-5634 RESURVEY PREPARED FOR: SHEET AMK Welding Division of Dynamic Materials Corporation 4 7,03 SuRfi vara Avenue 4 SOUTH WUNDSOR9 (CONNIECTFICUT 0 FLOOD' PLAN. SCALE: NONE 11 EX15TIN& MTL. 51DING 1111111mil ELEVATION ''All 5GALE: NONE RAKE FASGIA 12 ELEVATION. IIBII 5GALE: NONE EL EVATT I ON. IIG II 5GALE: NONE ELEVATION. IID 11 5GALE: NONE EXISTING BLOCK METAL SIDING PANELS TO MATCH EXISTING I wr_r A I --I V�l I k II -- G [7 �o. •rr • r• � r ltttltitllltittttl Iitllti�tltltltilltltllttlllttJIIIII(I�tlttttt►lltNlllttttllllt 11111111111111�1111111111111111 �����.� '' APPROX. :X15TIN& BLOCK 7HIs DRAVM IS 7HE PROPERTY OF PEWER BUE.DM INO. 7HE USE; RE -FUSE OR REPRODUC t0N OF WIS DRAMlI 4 FOR ANY PURPOSE WAY5W" V9rrH UT AN b0ii5�*kftbi AdREBIENT BETWEEN PEU E78R BU DERS, MC: IS PROEN8M. ROM 7D USE 7HE WFORMiAMON ON 7M SHEET ARE NOT 7RANSFEM UN7M. PAYMENT HAS BEEN REGENED FOR SERVICES RENDERED. ANY RKiM SO CROM ARE NON-IRANSFERREABLE TO 07M PARM WTHOUT VE PRIOR WRMEN CONSENT OF PEUEM 01H8 PfllE'tI M BU!lDERS; INM FEVISIONS, v S O O N O ■ V W Q J D ca ce uj LLI .J J W c m w I ar"^«' A5 NOTED I cacti gr, A-1