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1 TECHNOLOGY WAY - ZONING (2) g o- .n lealnolo5j wny ' lYpRrnu�G'gwrtS Arv�Mdu�. 4R, SPD f FH w � k I I t f t 8 F i Teen. WAW WfMal ApQW $Pp'' An'�,v'aMOM- t tw deus'� �/ SERAFINI, DARLING & CORRENTI, LLP ATTORNEYS AT LAW 63 FEDERAL STREET SALEM, MASSACHUSETTS 01970 JOHN R. SERAFINI. SR. TELEPHONE JOHN E. DARLING 978-744-0212 JOSEPH C. CORRENTI FACSIMILE KRISTIN E. KOLICK 978-741-4683 June 7, 2017rze VIA HAND DELIVERY �` t Tom Daniel, AICP, Director JUJ67072017 City of Salem °p Department f Planning and Community Development "�"U Iry 120 Washington Street E °p"rf=Nr Salem, Massachusetts 01970 Re: KAK Realty Trust One Technology Way Dear Mr. Daniel: As requested, enclosed please find two full size copies of the following: 1. Overall Exterior Elevations (Sheet A-2.0) dated May 31, 2017; and 2. Proposed Addition Exterior Elevations (Sheet A-2.1) dated May 31, 2017, both prepared by Connolly Construction Management. If you require anything further, please do not hesitate to call. Very truly yours, K Realty Tst its A t J s ph Correnti JCC:dl Enclosures cc: client • 4 SERAFINI , DARLING & CORRENTI , LLP - ATTORNEYS AT LAW 2017MAR 90 FW 63 FEDERAL STREET IS 2k SALEM, MASSACHUSETTS 01970 CITY CLERK SALEM. MASS JOHN R. SERAFINI. SR. TELEPHONE JOHN E. DARLING '976 744`0212 JOSEPH C. CORRENTI FACSIMILE KRISTIN E. KOLICN 976-741-4683 March 30, 2017 Ben Anderson, Chairman City of Salem Planning Board 120 Washington Street 3 0 c f17 Salem, Massachusetts 01970 coryDEPT, of P�At,t1jA UN173'L w4oL 11'r-w Re: Request to Amend Planning Board Decision KAK Realty Trust One Technology Way Dear Chair Anderson: On behalf of the owner of the property, we hereby request that the prior Decision of the Planning Board issuing Special Permits for Site Plan Review, Business Park Development and Wetlands and Flood Hazard District be hereby amended, pursuant to Paragraph 2 of the Decision, to allow for an addition to the existing building located at One Technology Way, as shown on the plans submitted herewith. Thermal Circuits currently operates its manufacturing facility at the site and is in need of an expansion to accommodate growing demand. The proposed addition will allow the manufacturing plant to increase its output sufficiently to meet the anticipated demand into the future. Additional parking and loading facilities are also proposed and, pursuant to Section 8.3.3 of the Zoning Ordinance, the Planning Board has the jurisdiction to determine the sufficiency of parking in the Business Park Development (BPD) District for developments over 10,000 square feet of gross building area. Currently, there are 95 existing spaces at the site and there are 137 spaces proposed. The Petitioner contends that the proposed number of spaces is more than adequate for the existing and proposed work force and any visitors to the site, which site is not open to the public. y March 30, 2017 Page Two The Thermal Circuits business, which was the first occupant of this Business Park, has been operating successfully at this location for over 20 years. The business is now choosing to expand in Salem, creating new jobs and tax revenue for the City. Wherefore, we ask the Board to favorably consider this amendment to the existing Decision to allow for such expansion. Respectfully submitted, KAK Realty Trust )B4,its Attor eph .Correnti JCC:dl CITY OF SALEM,oMAASSSAACHUSEITS KMKINGENT WILLIAM E. LUSTER ONE SALEM GREEN City Planner 01970 454M._ (SoM FAX(MM 744-5918 11 i Decision I � a0 n~ � K N Site Plan Review Special Permit L Business Park Development Special Permit Wetlands and Flood hazard District Special Permit ° ' w o� w Fafard Real Estate and Development Corporation F 290 Eliot Street x Ashland, MA 01721 m N is RE: Thermal Circuits - 58 Swampscott Road On Thursday, April 6, 1995, the Planning Board of the City of Salem held a public hearing regarding the application of The Fafard Real Estate and Development Corporation for Special Permits, under Section 7-16 Wetlands and Flood Hazard District, Section 7-17 Business Park Development and Section 7-18 Site Plan Review, of the Salem Zoning Ordinance, with respect to a proposal to construct a 52,000 s.f. building to house Thermal Circuits at 58 Swampscott Road. At a regularly scheduled meeting of the Planning Board held on April 6, 1995, the Board voted, by a vote of eight in favor, none opposed,to approve the application as complying with the requirements for the issuance of the permit with the following conditions: 1. Conformance With Plan Work shall conform with set of plans entitled, "Layout Plans for Thermal Circuits in Salem, MA," dated March 20, 1995, revised April 18, 1995, containing sheets 1-3, prepared by Fafard Real Estate and Development Corporation, 290 Eliot Street, Ashland, MA 01721. 2. Amendments Any amendments to the Site P or waiver of conditions contained within shall require the approval of the Plannhtg Board. 3. Conservation Commission All work shall comply with Order of Conditions#64-152 issued by the Salem Conservation Commission, as amended. If such amendment Is determined to be significant to the Planning Board, such change shall require the approval of the Planning Board. 4. utilities a. Utility installation shall be reviewed and approved by the City Engineer prior to the issuance of a Building Permit. b. Drainage shall be reviewed and approved by the City Engineer prior to the issuance of a Building Permit. 5. Site Lialidne a. A lighting pian shall be submitted to the City Planner for review and written approval prior to the issuance of a Building Permit. b. All site lighting shall be installed and maintained in such a way so as to not reflect or cause glare on abutting properties, or which adversely affect safe vision of operators of vehicles moving on nearby streets. c. Proposed street lighting for the entrance roadway shall be reviewed and approved by the City Electrician prior to the issuance of a Buiiding Permit. 6. Landsmine a. A detailed landscaping plan and planting schedule shall be submitted to the City Planner and approved in writing prior to the issuance of a Building Permit. b. Trees shall be a minimum of 3 112" caliper. c. Sloped granite curbing shall be installed at the entrance radii to Thermal Circuits. TV-15 tied -k 15*-Wro6,z d. Toncrete curb shall be installed within the Thermal Circuits site. e. After all project landscaping is completed, and prior to the issuance of a Certificate of Occupancy, the applicant shall be required to add further landscaping if such is required by the City Planner. 7. Sienese Proposed signage shall be reviewed and approved in writing by the City Planner. 8. Board of Health All Board of Health requirements shall be strictly adherbd to. 9. Hydrants Location of hydrants shall be approved in writing by the Fire Department prior to the issuance of a Building Permit. 10. Water Test The water system shall be tested by the City of Salem's Clerk of the Works for pressure and bacteria prior to the issuance of a Certificate of Occupancy, 11. Underitround Utilities All utilities shall be installed underground. i 12. Roof Dp Equipment A detailed plan showing the location of any roof top equipment and the proposed screening shall be submitted to the City Planner prior to the issuance of a Building Permit. HVAC catalog cuts and information related to proposed decibel levels shall be submitted to the City Planner. Any potential screening shall be reviewedand approved in writing by the City Planner prior to the issuance of a Building Permit. 13. Clerk of Works A Clerk of Works shall be provided and paid for by the applicant as deemed necessary by the City Planner. 14. Maintenance a.The applicant shall employ an acceptable method or means for the holding and disposal of trash (rubbish) after site development with a copy of this method sent to the Planning Department and Health Department in writing for their approval. b.Refuse removal, ground maintenance and snow removal shall be the responsibility of the developer, his successors or assigns. c.Winter snow and ice maintenance process shall be approved by the City Engineer. d.There shall be no salt used as a de-icing agent. e.Winter snow in excess of the snow storage areas on the site shall be removed off site. 15. Construction Practices All construction shall be carried out in accordance with the following conditions: a. No work shall commence before 8:00 A.M. on weekdays and Saturdays. No work shall continue beyond 5:00 P.M. There shall be no work conducted on Sundays and holidays. Inside work of a quiet nature may be permitted at other times. b. All reasonable action shall be taken to.minimize the negative effects of construction on abutters. Advance notice shall be provided to all abutter's in writing at least 72 hours prior to commencement of construction. Notification shall also be submitted to the Planning Department. c. Maintenance of all landscaping shall be the responsibility of the developer, his successors or assigns. d. All construction shall be perforttred in accordance with the Rules and Regulations of the Planning Board, and in accordance with any and all rules, regulations and ordinances of the City of Salem. i 16. As-Built Plans As-built plans, stamped by a Registered Professional Engineer or Land Surveyor, shall be submitted to the Planning Department and Engineering Department prior to the issuance of a Certificate of Occupancy. 17. Violations Violations of any condition may result in revocation of this permit by the Planning Board. .j I hereby certify that a copy of this decision and plans have been filed with the City Clerk and copies are on file with the Planning Board. The Special Permit shall not take effect until a copy of this decision bearing the certification of the City Cleek drat twenty(20) days have elapsed and no appeal has been filed or that if such appeal has been filed, and it has been dismissed or denied, is recorded in the Essex South Registry of Deeds and ser indexed under the name of the owner of record or is recorded on the owner's Certificate of Title. The fee for receiding or registering shall be paid by the owner or applicant. Walter B. Power, III /3• Chairman c c� A G i MAY 16 11% hereby cert" •ram fy thOt 20_ddya have expired and that a dateAws"Iristrvment was r®aeived, office P1O gppPAt has'been Mad in chis A Trve. raPy AITMTr CITIa G9MY: Salem, Mav i •� 313340 X SOM REGISTRY DIST'RIC 1 .__.................. ' FECIEVED� f� ' SERAFINI , DARLING & CORRENTI, LLP IECEIVE ®- ATTORNEYS AT LAW APR 26 2017 63 FEDERAL STREET SALEM, MASSACHUSETTS 01970 DEPT. OF PLANNING & COMMUNITY DEVELOPMENT JOHN R. SERAFINI. SR. TELEPHONE JOHN E. DARLING April 26, 2017 978-744-0212 JOSEPH C. CORRENTI FACSIMILE KRISTIN E. KOLICK 978-141-4683 VIA HAND DELIVERY Amanda Chiancola, Staff Planner City of Salem Department of Planning and Community Development 120 Washington Street Salem, Massachusetts 01970 Re: Request to Amend Planning Board Decision KAK Realty Trust One Technology Way Dear Ms. Chiancola: Enclosed for filing in connection with the above referenced matter, please find the following: 1. Three (3) full-sized sets of Landscaping Plans dated January 25, 2017, prepared by Hayes Engineering, Inc. and Connolly Brothers, Inc.; 2. Three (3) full-sized sets of Exterior Lighting Plans dated January 25, 2017, prepared by Hayes Engineering, Inc. and Connolly Brothers, Inc.; and 3. Three (3) full-sized sets of Civil Plans to include Existing Conditions, Site Plan and Detail Sheet revised April 26, 2017 prepared by Hayes Engineering, Inc. If you require anything further, please do not hesitate to call. Sincerely, j� Kristin KolicK KEKAI Enclosures cc: client PLANNING DESIGN CONSTRUCTION Li 5 --------._. 5 L ------ --------- ------------- ---- --- - - - _____ —________ -------------- 1 �EA5T ENATION I 1NORTH ELEVATION I jj gT ELEVATION �1 4 JgRTH ELEVATION I O F --------------- -_ ------- ----------------------`'-�-•-__-- 5 !_BT ELEVATION I r I 08 -------------------------------- - ML: 3 S f WEST ELEVATION GONTD I 6 jgUTH ELEVATION o i Of o m } = E Mob H Q' ( O c xmzr•a uua: m -�-----------------------_____________ cxerxvn. g sP.O SED ADDITION q Lrt� E% ERIOR ELEVATIONS 7 OVERALL WEST ELEVATION 1KgPLAN I A-2.0 SERAFINI , DARLING & CORRENTI , LLP ATTORNEYS AT LAW 63 FEDERAL STREET SALEM, MASSACHUSETTS 01970 JOHN R. SERAFINI. SR. TELEPHONE JOHN E. DARLING 976-744-0212 JOSEPH C. CORRENTI FACSIMILE KRISTIN E. KOLICK 976-741-4663 June 1, 2017 VIA HAND DELIVERYR E C TE 11 Tom Daniel, AICP, Director JUN 012017 City of Salem Department of Planning and Community Development cEFT, OF PL NNONI, 120 Washington Street COMMUNITY DEVELOPMENT Salem, Massachusetts 01970 Re: Decision dated May 11, 2017 entitled "Amendment to Decision Issuing a Site Plan Review Special Permit, Business Park Development Special Permit and Wetlands and Flood Hazard Overlay District Special Permit' (the "Decision") Dear Mr. Daniel: In accordance with Paragraph 2 of the Decision, attached please find amended Exterior Elevations to the proposed addition approved by the Planning Board. The purpose of the Amended Elevations is to create a second floor mezzanine office space along a portion of the building to allow for relocation of the existing office support staff from the main floor of the plant. The additional main floor space that will be created by this relocation allows for better and lower cost flow layout to the QA and shipping departments. The proposed mezzanine space creates a bump up into the roof area to a portion of the building as shown on the attached plans. There is no change to the building footprint, parking layout, landscaping, lighting, drainage or traffic caused by this amendment. The number of employees will not change, nor will the planned production of product. All conditions of the Board of Health, Fire Department, Building Inspector and City Engineer will remain unchanged and in full force and effect. This proposed amendment is to simply allow for additional main floor space creating a better layout of the equipment needed for the new job production. We respectfully request an expedited review of this amendment with the hope that we need not return to the Planning Board. Should you require any additional information or have any questions, please let us know and we will respond immediately to your request. Very truly yours, KAK Realty Trust By its Attorn CJ oseph C. Correnti JCC:dl Enclosures cc: client S t F SERAFINI, DARLING & C0�2�R'ENT'I;' LLPP 3 COMMUNiPr _wlPMENT ATTORNEYS AT LAW 63 FEDERAL STREET SALEM, MASSACHUSETTS 01970 JOHN R. SERAFINI, SR. TELEPHONE JOHN E. DARLING 976-744-0212 JOSEPH C. CORRENTI FACSIMILE KRISTIN E. KOLICK 976-741-4663 April 24, 2017 VIA HAND DELIVERY Amanda Chiancola, Staff Planner City of Salem Department of Planning and Community Development 120 Washington Street Salem, Massachusetts 01970 Re: Request to Amend Planning Board Decision KAK Realty Trust One Technology Way Dear Ms. Chiancola: Enclosed for filing in connection with the above referenced matter, please find a full-sized set of design plans (Sheets CS, EX, SP and DET) dated April 20, 2017, prepared by Hayes Engineering, Inc. Sincerely, Kristin E. Kolick KEK:dl Enclosure cc: client _ s � m R 3 p a M lOJ9 W IQ Np 5 91w N$J>i}"ry.NIJSJ;SSW MSY,LO.ISN yt SR,£5 50.77 ZH SSL / j 7 _ I _ p\ I D INN \ \ e -4 ate\ 9JJ6 C6IC1 � ♦ 0' ��/ � _ ��rb'IL 6L'!9L sJi��F `)` I yy q lYl'fHL ZfL00'[SS � ry 0 n� wo :FF t M ati8 D uo qw p. Ng M M D D� 1bs^X` IIIL 4�u IIA � N41V9'06W 110.61 \JI y�� //G�y D , .8044 pn8 °$ n � e ae ^hSnSU a e� F q=bcn.c'o b,.s9 ))053 88v L=6525 54S535IF N3��O BTW mp /° o-iszs)• SWA o°fig° MPSCOJT ROAD °o �o co� hc �. 0 —9 O 0 a o Owner Applicant _ ant r E. Scale: 1"=80 ° ,6 _ �..IW( peal Tryst PLAN OF LAND o' nD' eo' sa $ $ ' "�� J s°im°noll°9otso #1 TECHNOLOGY WAY ; a . 3o�e� weld' —' SALEM, MASS. Date: Momh 24, 2017 _ s °�,„Io mol �. ��m Prepared F.T CALCOIATION REODIRm/Al1AWID PROPoSm EXISTNG 1 spore/vrorni vehicle 1 spaces (9119,) 1 Vere/1 Employers(300 Purple) 1s0 spaces ( as 1 space/1,000 of.of 9agding minus Storage do Office G'45 spores M '\ 23m TOTPL SPACES 196 spvcas 137 spaces 95 spaces 1� - _ o of fic IE 0 Prepared By: /ANO 2 /6W v N>831ugs I I I I onpn Ay: Pao Dm.e ler: [9E I "'\ T I / pme�aa ey: Pao \3 1,mpR'Fue: snE-DDau I LOTS 741, 744, & 745 Y/ []Issued For Permit TOTAL AREA E Rmiew 721,463 S.F. []Issued For Bid I 16.566 ACRES []Issued For Bid ❑Issued For Lonr ion I / ❑Nal For ConsWdion 1 ems`. PROPOSED ur LOADING _ r^ AMMON y, I DOCK / (27.390 S.F.) ra ra mil wE / Y'eBl8 b9" ��,�/ as L u — / B N / ' O \\ O rI 6 g5 � y+ Drawing Title: Ed a o� ZZ } � i xzrnaew F :5 — CD O $ a CD 0 oZ SI V � w � y 3J6Ja O D— LLI ~ J o rUTll'lAw £ ISA55 Z#=W � ellR Seal: Growing Nv.: �\ OeE..yey P L2 33EII � 7 eau SHEET 2 OF 2 3 r 1 Te(V10 VJCNIl No-hc2S C'R��' 1:> Q,bu14eR \ts+ �cwlendw�enl- 1 CITY OF SALEM PLANNING BOARD Notice of Decision At a meeting of City of Salem Planning Board held on Thursday, May 4, 2017 at 7:00pm at 120 Washington St., Salem, MA, the Planning Board voted on the following items: A public hearing to consider the application of KAK Realty Trust for amendments to the approved Site Plan Review Special Permit, Business Park Development Special Permit and Wetlands and Flood Hazard Overlay District Special Permit to allow an expansion of the existing manufacturing facility of approximately 27,000 square feet, additional onsite parking and loading facilities located at 1 Technology Way(Map 7, Lot 78). Decision: Approved with conditions Filed with the City Clerk on May 11, 2017 This notice is being sent in compliance nnth the Massachusetts General Laws, Chapter 40A, Sections 9 & 15 and does not inquire action by the incipient.Appeals, if any, sball be made pursuant to Chapter 40A, Section 17, and shall be filed within 20 days from the date which the decision was filed with the City Clerk. 120 WASHINGTON STREET SALEM MASSACHUSETTS TTs 019 70 PHONE 978.619.5685 FAX 978.740.0404 W W W.SALEM.coM -6 ; CITY OF SALEM 6 Mal PLANNING BOARD ��A =� ' ALEM. MA55 City of Salem Planning Board Will hold a public hearing for all persons interested in the application of KAK Realty Trust for an amendment to a Decision issuing a Site Plan Review Special Permit, Business Park Development Special Permit and Wetlands and Flood Hazard Overlay District Special Permit and in accordance with the following sections of the Salem Zoning Ordinance: Section 9.5 Site Plan Review, Section 8.1 Flood Hazard Overlay District, and Section 8.3 Business Park Development District for the property located at 1 TECHNOLOGY WAY (Map 7, Lot 78). Specifically, the applicant proposes to amend the original decision to allow for an expansion of the existing manufacturing facility to include an addition to the building of approximately 27,000 square feet, additional onsite parking and loading facilities. The public hearing will be held on Thursday, April 20, 2017 at 7:00 PM, in Room 313, Third Floor at 120 Washington Street in accordance with Chapter 40A of the Massachusetts General Laws. A copy of the application and plans are on file and available for review during normal business hours at the Department of Planning& Community Development, Third Floor, 120 Washington Street, Salem, MA. Ben J. Anderson, Chair Planning Board Ad to Run Dates Salem News: 4/6/2017 &4/13/2017 Knorr Your l�ghtr under the Open Meeting Law M.G.L a 30A 5 18-25 and City Ordinance 5 2-2028 tbmugb 2-2033. This notice posted on "Official Bulletin Pard" City Hall, Salem, Mass. on AN Q 5 NO at //.,/ ¢Arf in accordance with MGL Chap. 30,N, Sections 18-25. 120 WASHINGTON STREET, SALEM, MASSACHUSETTS 01970 - PHONE 978.619.5685 FAX 978.740.0404 - WWW.SALEM.COM ITHE SALEM NEWS REQUEST FOR LEGAL NOTICE I understand that by signing this form, I am agreeing to the cost of the legal notice to be published in the newspaper. Payment is required at the time of the legal notice being received by the city and before it is published in the newspaper. Please make checks payable to THE SALEM NEWS: The Salem News Attn: Legal Notice 32 Dunham Road Beverly, MA 01915 Prepaid cost required to run: $520 (Includes two(2)publications) ***Important:Average legal notice costs are estimated;customer will either be refunded or billed after the legal notice is published. Check# 1133 (attach check) If payment is not received,the legal notice will be cancelled. Jseph C. orrenti, Esquire ( gnature) CITY OF SALEM ASSESSOR'S CERTIFICATION OF ABUTTERS AND "PARTIES IN INTEREST" BOARD/COMMISSION: Planning Board PROJECT SITE: 1 Technology Way {07-0078-0) DESCRIPTION OF REQUIREMENT: Parties in Interest: The applicant Abutters Owners of land opposite any street or way Abutters within 300 feet Planning boards of abutting cities and towns I I Assessor's Certification on Applications to the PLANNING BOARD for Site Plan Review, Waivers of Frontage,Wetlands and Flood Hazard Special Permits,Wireless Communications Special Permits,Cluster Development Special Permits,Planned Unit Development Special Permits, and Business Park Development Special Permits. This is to certify that the time of the last assessment for taxation made by the City of Salem, the names and addresses of those listed on the attached sheets are "parties in interest" (as defined by Massachusetts General Law Chapter 40A, Section 11) to the parcel(s) of land listed above as the project site. Assessor's Signature: W�JwDate: 3 % 7 Number of initialed pages attached: Once Certified, Return to: Department of Planning and Community Development Oil e , 4�yF,Nu� r 'o 'a s s 1 � 75.aWd'Ms 0 0 od dN,s a° [sit I /o Parcel ID:07-0078-0 Parcel ID:06.0011-0 Parcel ID: 07-0060-0 KAK REALTY TRUST SALEM CONSERVATION COMM BARNES ROAD TRUST THE 2 TR SALEM CITY OF INGEM I JOHN M ETALI TRS 1 TECHNOLOGY WAY MA 383 HIGHLAND AVENUE SALEM,MA 01970 SALEM,MA 01970 c/o i4jtl w AA pier. LA }s Parcel ID: 07-00640 Parcel ID: -0070-0 Parcel ID: 07-0070-801 A 8 J RLTY TRIDIDIO JOAN 96 SWAMP OTT RO C JACOUELINES GOURMET CIO CORSO GEORGE TR ATTN:THE D UMLIN GROUP —� 96 SWAMPSCOTT RD U1 P.O.BOX 2027 600 CORING A NUE SALEM,MA 01970 SALEM, MA 01970-6227 SALEM, MA 019 Parcel ID:07-0070-802 Parcel ID:07-0070-803 Parcel ID: 07-0070-804 MH LLC MH, LLC KCT REALTY TRUST 96 SWAMPSCOTT RD U2 96 SWAMPSCOTT ROAD U3 TOBIN KEVINITOBIN SALEM, MA 01970 SALEM, MA 01970 4 MORGAN ISLAND ROAD BEVERLY,MA 01915 Parcel ID: 07-0070.805 Parcel ID:07-0070.806 Parcel ID: 07-0070-807 5-96 SWAMPSCOTT ROAD LLC GROOM REALTY LLC EKSTROM DAVID 15 WYMON WAY 96 SWAMPSCOTT ROAD U6 EKSTROM ELIZABETH L LYNNFIELD, MA 01940 SALEM, MA 01970 16 HATHAWAY AVENUE BEVERLY,MA 01915 Parcel Q 07-0070-808 Parcel ID:07-0070.809 Parcel ID: 07-0070-810 R&J SWAMPSCOTT ROAD S&D&D LLC SWAMPSCOTT ROAD ASSOC 43 NORMAN STREET 96 SWAMPSCOTT ROAD U9 96 SWAMPSCOTT ROAD U10 MARBLEHEAD, MA 01945 SALEM, MA 01970 SALEM,MA 01970 Parcel ID: 07-0077-0 Parcel ID:07-0079-0 Parcel ID: 07-0083-0 SALCO REALTY,LLC KAK REALTY TRUST GOLDEN FRANK A 3 TECHNOLOGY WAY KELLOGG JOHNIKLEIN GOLDEN DEBORA L SALEM,MA 01970 1 TECHNOLOGY WAY 53 CLARK STREET SALEM, MAO 1970 SALEM,MA 01970 Parcel ID: 07-0087-0 USB CAPITAL, LLC 4TECHNOLOGY WAY SALEM, MA 01970 1 'feLh. W/�y 6pp amen". --- -- )� `f�'►eRm u� -(N- I CITY OF SALEM PLANNING BOARD REQUEST FOR REVIEW COMMENTS DATE: March 31,2017 TO: ( ) BUILDING COMMISSIONER (46ONSERVATION COMM ( ) CITY ENGINEER ( ) FIRE PREVENTION ( ) BOARD OF HEALTH ( ) SCHOOL DISTRICT ( ) DISABILITIES COMMISSION ( ) POLICE DEPARTMENT ( ) DEPARTMENT PUBLIC SERVICES ( ) MASS IN MOTION Attached please find the application referenced below. The Planning Board requests that you review this application relative to the Zoning Ordinance and MGL Chapter 41. We would appreciate your completing the form below and returning it to Amanda Chiancola. Amanda can be reached by phone at 978-619-5691 or email at achiancola@Salem.com. ( ) Preliminary Subdivision Plan ( ) Definitive Subdivision Plan O Stormwater Management Permit ( ) Waiver from Frontage ( ) Drive-Through Special Permit ( ) Cluster Development ( ) Planned Unit Development O Site Plan Review iness_Paz_k_Deve_Iop_ment DiStriCt ( )Wireless Communication Facilities Special Permit O North River Canal Corridor Mixed Use District Special Permit ( ) Flood Hazard District Special Permit APPLICANT: KAK Realty Trust,c/o Attorney Joseph C. Correnti PROJECT NAME &ADDRESS: 1 Technology Way DPCD STAFF CONTACT: Amanda Chiancola COMMENTS DUE: A l_13,2017 O CONCUR WITH PROPOSAL(Explain on reverse side) ( ) NEED MORE INFORMATION (Explain on reverse side) O CANNOT CONCUR WITH PROPOSAL (Explain on reverse side) (016MMENTS INCLUDED Revi w18 Signature Mile 120 WASHINGTON STREET,SALEM, MASSAciiusurs 01970 PHGNE 978.619.5685 - FAx 978.740.0404 W W W.SALN.COM Arneu�dm�ev��- _ L`?cAsi on I CITY OF SALEM, MASSACHUSETTS DEPARTMENT OF PLANNING AND COMMUNITY DEVELOPMENT KIMBERLEY DRISCOLL MAYOR 120 WASHINGTON STREET ♦ SALEM,MASSACHUSETTS 01970 TELE:978-619-5685 ♦ FAX:978-740-0404 TOM DANIEL,AICD DIRECTOR m"• Dn C r-i 2 June 7, 2017 rn-C C.., KAK Realty Trust Drrn = c/o Joseph Correnti, Esq. Cn , 63 Federal Street co I Salem,MA 01970 w RE: Amendment to the Planning Board decision dated May 11, 2017, entitled "Amendment to Decisions Issuing a Site Plan Review Special Permit, Business Park Development Special Permit and Wetlands and Flood Hazard Overlay Special Permit. Dear Mr. Correnti, The Department of Planning and Community Development has reviewed your request to alter the approved site plan for 1 Technology Way. Your request to create a second-floor mezzanine along a northwest side of the building, as shown on the plans prepared by Connolly Brothers entitled "1 Tech Way," Sheets A-2.0 and A-2.1, (Proposed Addition Exterior Elevations) dated May 31, 2017 is considered an insignificant change and has been approved in accordance with Paragraph 2 of the Planning Board decision dated May 11, 2017. The amendment request will not change the building footprint, parking layout, landscaping, lighting, or drainage approved by the Planning Board's decision, nor will it change the traffic resulting from the plans approved in the decision. All conditions of the decision will remain unchanged and in full force and effect. If you require further information, please contact Amanda Chiancola, Staff Planner, in the Department of Planning & Community Development at(978) 619-5685. Sincerely, IW" Tom Daniel, AICP Director CC: Cheryl LaPointe, City Clerk -� CITY OF SALEM PLANNING BOARD "'"Ay 11 PM 4=03 CITY CLERK - SAI EM MASS Decision May 11, 2017 Amendment to Decision Issuing a Site Plan Review Special Permit, Business Park Development Special Permit and Wetlands and Flood Hazard Overlay District Special Permit On April 20, 2017, the Planning Board of the City of Salem opened a Public Hearing for amendments to the approved Site Plan Review Special Permit, Business Park Development Special Permit and Wetlands and Flood Hazard Overlay District Special Permit to allow an expansion of the existing manufacturing facility of approximately 27,000 square feet, additional onsite parking and loading facilities located at 1 Technology Way(Map 7, Lot 78). In considering the approval of the Amendment to the Special Permits, the Planning Board finds that the proposed addition, onsite parking and loading facilities meets the Salem Zoning Ordinance Sections: 9.5 Site Plan Review, 8.1 Flood Hazard Overlay District,,and 8.3 Business Park Development District. The Public Hearing was closed on May 4, 2017. At a regularly scheduled meeting of the Planning Board held on May 4, 2017, the Board voted by a vote of six (6) in favor (Chair Ben Anderson, Kirt Rieder, Bill Griset, Tony Mataragas, Carole Hamilton, and Helen Sides) in favor and none (0) opposed, to approve the application of KAK Realty Trust for an amendment to the Site Plan Review Special Permit, Business Park Development Special Permit and Wetlands and Flood Hazard Overlay District Special Permit for the property located at 1 TECHOLOGY WAY (Map 7, Lot 78) subject to the following conditions: 1. Conformance with the Plans a. Work shall conform to the following plans: i. Plans prepared by Hayes Engineering Inc. entitled "Thermal Circuits Addition," Sheets 1-4, (Cover Sheet, Existing Conditions, Site Plan and Detail Sheet) dated January 25, 2017, revised April 20, 2017 and April 26, 2017, and sheets LP-1, EL-1 (Landscaping Plan and Exterior Lighting Plan) dated January 25, 2017 and the annotated plan dated May 4, 2017. 2. Amendments a. Any amendments to the site plan shall be reviewed by the City Planner and if deemed necessary by the City Planner, shall be brought to the Planning Board. Any waiver of conditions contained within shall require the approval of the Planning Board. 3. Landscaping a. All landscaping shall be done in accordance with the approved set of plans. b. Any shrubs to be planted shall not be less than seven(7) gallons. c. Maintenance of all landscaping on the site shall be the responsibility of the Applicant. The Applicant, his successors or assigns, shall guarantee all trees and shrubs or be replaced as necessary. 4. Lighting a. No light shall cast a glare onto adjacent parcels or adjacent rights of way. b. After installation, lighting shall be reviewed by the City Planner, prior to the issuance of a Certificate of Occupancy. 5. Maintenance a. Refuse removal, ground maintenance and snow removal shall be the responsibility of the developer,his successors or assigns. b. Winter snow in excess of snow storage areas on the site shall be removed off site. 6. Conservation Commission a. All work shall comply with the requirements of the Salem Conservation Commission. 7. Traffic Mitigation a. The applicant shall provide the City of Salem $15,000 as a contribution to the traffic improvements necessary on Technology Way, prior to issuance of a building permit. The funds shall be provided to the Office of the City Engineer. 8. Board of Health a. The owner shall comply with the following specific conditions issued by the Board of Health: b. The individual presenting the plan to the Board of Health must notify the Health Agent of the name, address, and telephone number of the project (site) manager who will be on site and directly responsible for the construction of the project. c. If a DEP tracking number is issued for this site under the Massachusetts Contingency Plan, no structure shall be constructed until the Licensed Site Professional responsible for the site confirms that the site meets the DEP standards for the proposed use. d. A copy of the Licensed Asbestos Inspector's Report must be sent to the Health Agent. e. A copy of the Demolition Notice sent to the DEP, Form BWPAO6, must be sent to the Health Agent. £ The developer shall give the Health Agent a copy of the 21 E report. 2 g. The developer shall adhere to a drainage plan as approved by the City Engineer. h. The developer shall employ a licensed pesticide applicator to exterminate the area prior to construction, demolition, and/or blasting and shall send a copy of the exterminator's invoice to the Health Agent. i. The developer shall maintain the area free from rodents throughout construction. j. The developer shall submit to the Health Agent a written plan for dust control and street sweeping which will occur during construction. k. The developer shall submit to the Health Agent a written plan for containment and removal of debris, vegetative waste, and unacceptable excavation material generated during demolition and/or construction. 1. The Fire Department must approve the plan regarding access for fire fighting. m. Noise levels from the resultant establishment(s) generated by operations, including but not limited to refrigeration and heating, shall not increase the broadband sound level by more than 10 dB(A) above the ambient levels measured at the nearest abutting residential property line. n. The developer shall disclose in writing to the Health Agent the origin of any fill material needed for the project. o. The resultant establishment shall dispose of all waste materials resulting from its operation in an environmentally sound manner as described to the Board of Health. p. The drainage system for this project must be reviewed and approved by the Northeast Mosquito Control and Wetlands Management District. q. The developer shall notify the Health Agent when the project is complete for final inspection and confirmation that above conditions have been met. 9. Fire Department All work shall comply with the requirements of the Salem Fire Department. 10. Building Inspector a. All work shall comply with the requirements of the Salem Building Inspector. 11. Utilities a. Underground utility installation shall be reviewed and approved by the City Engineer prior to the issuance of a Building Permit. 12. City Engineer a. All work shall comply with the requirements of the City Engineer. b. Prior to issuance of a certificate of occupancy from the City, the applicant shall submit a revised site plan showing the As-Built relocation and/or updates of all utilities currently shown under the footprint of the new addition. 3 c. Prior to issuance of a certificate of occupancy from the City, the applicant shall submit a Drainage Alteration Permit to the Engineering Department. i. A Licensed Professional Civil Engineer shall provide a letter to the Engineering Department stating that the proposed grade changes will not adversely affect existing drainage and groundwater conditions, which would affect the public health, safety and welfare of any public way or adjoining real property. A permit fee of$100.00 shall be paid at the time that an application for a drainage permit is filed. d. Prior to issuance of a certificate of occupancy from the City, the applicant shall demonstrate that the City's water and sewer systems have the capacity and condition to accommodate the flow requirements of the proposed addition. The applicant shall provide letters demonstrating adequate capacity and condition for each system, prior to issuance of a building permit by the City. Any deficiency identified in any system, shall be corrected by the applicant, at the applicant's expense, to the satisfaction of the Engineering Department. a. Water System i. A Licensed Plumber shall provide a letter to the Engineering Department stating the condition of the existing water service pipes on the property are adequate to be reused for the proposed development. ii. A Licensed Plumber shall evaluate the existing and proposed potable water demand (for consumption, fire protection, and process requirements) and confirm existing is, or recommend new water meter(s), of appropriate size . iii. A Licensed Professional Civil Engineer shall provide a letter to the Engineering Department stating that the City watermains to serve the proposed development have adequate flow and pressure. Back-up data, including engineering calculations and the results of hydrant flow tests, shall be included in the letter. The site utility plan shall be revised to show location of existing water service connection to the City water main. iv. The proposed section of water line to be abandon shall the cut and capped at both ends where the existing line will connect to the proposed relocated line, as shown on the annotated plan. b. Sewer System i. A Licensed Professional Civil Engineer shall provide a letter to the Engineering Department stating that the City Sewer System to serve the proposed development has adequate condition and capacity to accommodate existing and proposed sewer flows. Back-up data, including engineering calculations and the results of all sewer inspections and existing sewer flow measurements, shall be included in the letter. A video inspection of the sewer system, from the point of connection to the City sewer on Swampscott Road to the sewer pump station at 101 Swampscott Road will be required to understand the current condition of the sewer system to determine if it is in good condition to accommodate flows from the proposed addition. A copy of the video and logs shall be submitted 4 with the letter. Continuous flow measurements in the existing sewer may be necessary to understand the current capacity of the sewer system and to confirm the additional flow from the development can be accommodated. Results of the flow measurement shall also be included with the letter. ii. Please confirm that existing sewer stub from sewer manhole near proposed forebay has an end cap to prevent I&I to enter the system. Also cap sewer line from manhole at south corner of the addition as shown on the annotated plan. e. In the event that any of the above inspections and/or reporting find inadequacies in the existing property or supporting City infrastructure, the applicant shall submit to the Engineer for review and approval, appropriate mitigation or improvement measures to the property and/or City infrastructure, not to exceed the amount of$15,000. 13. Construction Practices a. All construction shall be carried out in accordance with the following conditions: i. All provisions in the City of Salem's Code of Ordinance, Chapter 22, Noise Control, shall be strictly adhered to. ii. All reasonable action shall be taken to minimize the negative effects of construction on abutters. Advance notice shall be provided to all abutters in writing at least 72 hours prior to commencement of demolition and construction of the project. iii. Drilling and blasting shall be limited to Monday-Friday between 8:00 AM until 5:00 PM. There shall be no drilling, blasting or rock hammering on Saturdays, Sundays, or holidays. Blasting shall be undertaken in accordance with all local and state regulations. iv. All construction will occur on site; no construction will occur or be staged within City right of way. Any deviation from this shall be approved by the Department of Planning& Community Development prior to construction. V. A construction traffic management plan and schedule shall be submitted to the Department of Planning & Community Development for review and approval prior to the issuance of a building permit. vi. Any roadways, driveways, or sidewalks damaged during construction shall be restored to their original condition by the applicant. vii. All construction vehicles shall be cleaned prior to leaving the site so that they do not leave dirt and/or debris on surrounding roadways as they leave the site. viii. All construction shall be performed in accordance with the Rules and Regulations of the Planning Board, and in accordance with any and all rules, regulations and ordinances of the City of Salem. ix. All construction vehicles left overnight at the site, must be located completely on the site. 5 X. All construction activities shall be in accordance with the "Salem Police Station Construction Management Plan". xi. All construction shall take place under the direction and supervision of a Licensed Site Professional in compliance with the rules and regulations of the Massachusetts Department of Environmental Protection. xii. The applicant shall promptly notify the Board of Health of any environmental condition encountered during construction that may adversely impact the abutters to the site. 14. As-built Plans a. As-built plans, stamped by a Registered Professional Engineer, shall be submitted to the Planning Department and Engineering Department prior to the issuance of the Certificate of Occupancy. 15. Violations a. Violations of any condition shall result in revocation of this permit by the Planning Board, unless the violation of such condition is waived by a majority vote of the Planning Board. I hereby certify that a copy of this decision and plans has been filed with the City Clerk and copies are on file with the Planning Board. The Amendment to Special Permits shall not take effect until a copy of this decision bearing the certification of the City Clerk that twenty (20) days have elapsed and no appeal has been filed or that if such appeal has been filed, and it has been dismissed or denied, is recorded in the Essex South Registry of Deeds and is indexed under the name of the owner of record is recorded on the owner's Certificate of Title. The owner or applicant, his successors or assigns, shall pay the fee for recording or registering. W Ben J. Anderson Chairman 6 L _ 777 PLANNING DESIGN CONSTRUCTION This drawing is the property of Connolly Bros. Inc., Beverly, MA. The use of this document is restricted to the conveyance of information to 27 28 29 30 31 32 33 34 35 customers or vendors of Connolly Bros. e.5 el e2 e3 e4 e5 e6 e7 ; e8 e9 e10 ell Inc. which reserves all proprietary e12 rights hereto.No other use, duplication, or reproduction in whole or in part may I I I I I I be made of this document except upon F-Af, b f, the written consent of Connolly Bros. Inc. The information conveyed here in is intended exclusively for the project I I I I I I I I I I identified by the title block and receipt by the owner, architect, engineer, or contractor on this project is evidence of their acceptance to these conditions of restricted use. 1 OVERALL LEANST ELEVATION ILI:! u SCALE 1/8'=T-C E }p J G O 0 U A A.2 A.3 A.4 B B.5 G G.5 D eA B. eG el) e A IE/ f f f fi c 0 a 2 OVERALL NORTH ELEVATION U SCALE 1/8'=T-0' N Z o O m co n T CO O ' H Z W 1.8 1.2 0 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1.5 1 w e.l e.5 e4 e e 2 o JEN E } N M r ii � fi fiI I Ell I F JI fi fi fi fi fi fi f fi fi fi H- -- _ /7 Ll o, ,� o \\\I — - -- _ N— ,C..^s*i• `Yl�y1�•Y w\�. .�•:}�>- .t,.•.r�. •4N ••Fl !i.' r1.' :K.�S•..t. !!'1` `.M.`..`.. ..:�i1(: ^ljJ�Y�..1 :•b:.s 1.'J'.{i•,r�a• {•'":� lam^•. \ .:r��. �L-`v�(. YJ..T. 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PROPOSED 1-STORY ADDITION SED 4 MEZZANINE ADDITION S c�LEv N 2 � A� E O 8' 16' 32' EXISTING BUILDING 93 KZ3 ; DRAWN: TK4 OVERALL WEST ELEVATION SCALE: 1/16" = 1-O" CHECKED: BPS SCALE 1116'=1--O. JOB NO.: 2780 SCALE: As Noted OVERALL EXTERIOR ELEVATIONS KEY PLAN SCALE N.T.5. A-2 ,00 - — PLANNING 27 28 29 30 31 32 33 34 35 A A.2 A.3 A.4 E S I N e9 el0 e11 CONSTRUCTION This drawing is the property of Connolly Bros. Inc., Beverly, MA. The use of this document is restricted to the conveyance of information to I I 4 customers or vendors of Connolly Bros. Inc. which reserves all proprietary 11 IL—A rights hereto. No other use, duplication, I or reproduction in whole or in part may be made of this document except upon — — the written consent of Connolly Bros. Inc. The information conveyed here in is intended exclusively for the project identified by the title block and receipt b the owner, architect, engineer, or contractor on this project is evidence of P J their acceptance to these conditions of r � P restricted use. I - - - -- --- - - - — -1L- - — ��-- - - --_- -- - - -- - - --- — - - - -- --- - - - - - -- - - -- - 0 1 EAST ELEVATION 2 NORTH ELEVATION SCALE 1/8'=1'-0' SCALE 1/8'=1'-0' N t D B B.5 G G.5 ( D 35 34) 33 32 31 30 29 28 27 I I I I I I i I ILS } 0 I� U - - - - I I I I I I I - - -- - - - --- - - - - --- - - - - - - yZ — - - - - - -- - - -- -- -- - - - ---- - - -- - - --- --- - ---- - ---- -- - - -- - - - - - - -- - --- - --- - ----------- ---- - - --- - ---- - - --- - oZ O 4 8' DO 93 C3 co 3 WEST ELEVATION SCALE: 1/8.. _ T_0„ 4 NORTH ELEVATION SCALE 1/8'=1-0. 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The use of this document is restricted to the conveyance of information to customers or vendors of Connolly 27 28 29 30 31 32 33 34 35 Y Bros. e.5 el ) e2 e3 e4 e5 e6e7 ) e8 e9 e10 ell Inc. which reserves all proprietary 11 e 2 rights hereto.No other use, duplication, or reproduction in whole or in part may be made of this document except upon i I I I I0. !r !i I !r I the written consent of Connolly Bros. Inc. The information conveyed here in is intended exclusively for the project identified by the title block and receipt !r b !r by the owner, architect, engineer, or contractor on this project is evidence of I their acceptance to these conditions of — —— — — — —— restricted use. i 1 OVERALL EAST ELEVATION0 SCALE 1/8'=1'-O' N I i I �� A A.2 A.3 A.4 B B.5 G G.5 D j eA X8.5 e eD eE i Hd i D �Ll-------- H111- !r f C O t 2 OVERALL NORTH ELEVATION a 0 SCALE 1/8'=1'-0' N 00 m D U) j T CM O F— Z W 6' 1. 1.2 O8 � 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 118 17 10 15 r �n 1 13 12 10 9 8 7 6 5 q/ 4 3 2 1.5 1 O tD0 W e.1 e.5 e4 e 2 0 fi o fI H ,* ! fJ pW iNC1 Ey w fi b fi fi fi H fi L - ---- fi � �� 1flfi fi rV) w — — — — w, »: , :�.- f est>: .W; . ._,::..A. — x�:•�.: �.. 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PROPOSED 1-57ORYADDITION 05ED 4 MEZZANINE ADDITION S CALLED N 2 � I � E O 8' 16' 32' E)X157NG BUILDING SGALE: 1/10' 1'-O" DRAWN: TK 4 OVERALL WEST ELEVATION CHECKED: HPS SCALE 1/16'=1'-0' i JOB NO.: 2780 i SCALE: As Noted OVERALL EXTERIOR ELEVATIONS KEY PLAN 5CALE N.T5. A-2 ,00 I _ ---- I h 'j PLANNING 27 28 29 30 31 32 33 34 35 A A..2 A.3 A.4 E S I G N e9 e,0 e11 CONSTRUCTION This drawing is the property of i I I I I I I Connolly Bros. Inc., Beverly, MA. The use of this document is restricted to the conveyance of information to I I � I customers or vendors of Connolly Bros. 4 Inc. which reserves all proprietary rights hereto. No other use, duplication, I I I I I or reproduction in whole or in part may be made of this document except upon the written consent of Connolly Bros. Inc. The information conveyed here in is intended exclusively for the project identified by the title block and receipt by the owner, architect, engineer, or contractor on this project is evidence of P J ,i, � their acceptance to these conditions of I IFILrestricted use. I I i I I I I I I I I I - — — — — — — — - - - - - --- - - - - - -- - - -- - 0 1 EAST ELEVATION 2 NORTH ELEVATION SCALE V8•=1'-0' SCALE V8'=1'-0' - o o B B.5 G G.5 D 35 34 33 32 31 30 29 28 27 I I I I I I I I I •o - Z I - - ---- - - -- - - - - - -- - -- -- - - -- - - - - ---- ---- - - -- - - - ------ -- ----- --------- ---- -- - - -- - - -- - - -- - — ---- -- -- - - -- - - -- - — O 4' 8' 16' D 3 WEST ELEVATION SGALE: 1/811 _ T-o" 4 NORTH ELEVATION 5GALE 1/8'=1'-0' Co SCALE V8'=1'-0' Ln O F— H Z lI w � U � 0 Z 27 26 25 24 23 22 21 20 19 18 17 fro 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1.5 1 0 0 e4 e e 2 a? o I I I I I I I I I I I I I I I I I I I I I I I i I I o T W LO Z N M d 0 W I- M i1 /1 iii/ \�� i/�/ `\\� dS 0 '.i r•' 'u v:. 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A-2 * SCALE 1/8'=1'-0' Prepared For: U T X30 U �^ U) O C >,51 v 3� r E mry A& Q HON Prepared By: Coocrno 0 o CC v a� m < fy ai iI. w N M r r 1 E N N T r ) Cn _ r- r L CU CD M � J = (0 a- - � M 4ti V �.2 tit A CU Q o Q E m ; Y� O Q 1 \ > c o CU v N EXISTING WALL PACK00 0 o � � � � • C) OC U 1 \ \ 0 Design By: HPS/TK �\ �\ Drawn By:/ H Checked By: PS N Project File: 00000 \\ Comp. No: 00000 E Issued For Permit Issued For Review i � — — — — — \ El Issued For Bid Issued For Construction 7L7 L \ ® Not For Construction 0000 \ SGC \ o\ \ f U >>Q \ J i O O (V rri O N CV °:3 ° C O 7) - o ° 0 Drawing Title: = o o -- Q (� C� OD E3 0ARD APP n CD ZzU, o VA E P __JQj N L LAN 0 � O W W W � � aq T `7 .L Q U cry W LLJ E01 CALLED 0 S - S' Drawing No.: 96 rQ 19 12E U EL I io E W 0 SHEET 1 OF 1 g Prepared For: J3 0 U O N �O sJ � a mco 1 Prepared By: CDU 00 C CO O (D p C O 0) U N O cD r N � Q N r,_ �. cD E p N N T LU 0) - ( GJ N � O > a- LL u U Q -- - (B O -- O 06 (1) o 2v ---- - c C U ' U Q } -- ----- ---_ 0 M J — kr) > O U CL o knC - _ _ — — a, 4"-M 4"-W.B. GG r • V ) \ f :.- L „i” 2 A Ck /, ,, .. ",RIP RAP <, i�,..;..,.�, ,`N �� Inn. a 1 )�,, ,1 �i U o - - i� k �a S �T ,l(+.,,�..Z,r� _ 0 1 EXISTING TO BE ° REMOVED \ \ Z;A � (3) \ \ Design By: HPS/TK PURPLE 1BIKE RACK r ��' 3/4" CRUSHED RHODODENDRON \ \ Drawn By: TK STONE \ \ Checked B HPS �- RIP RAP �, � . \\ y c4) i \ \ Project File: 00000 p Comp. No: 00000 RIP RAP � 4 ❑C j PROPOSED b�; ; °, a 4 � Issued For Permit °r 8"M ® Issued For Review ADDITION � �� \ ❑ Issued For Bid EXISTING TO BE \ N \ Issued For Construction REMOVED \ J ® Not For Construction RIP RAP Q 0 I SGC \ �4) PURPLE P.J.M. NEW MULCH BED \ S (1) C� 4"-E.R.B. 1 3 � L PURPLE O J RHODODENDRON O coo r J B" o N EXISTING N BUILDINGr o v :3 U C v c / N COV D 8'7 GRASS 15'M - g Drawing Title: p ate f p t , _ V C V Q N '(2 M N U ^ ` � � O O CD U i2 y ,.. - t R `� .'- -"___ �— y -•. _• _. y i Cil', �' J � � N4 - - v RIP RAP - - _ Q U LANDSCAPE S CAPE LEGEND (� _ 0 U LL1 W - z W a O QD Q = Q LLJ O 0 o O 2 CALLED EXISTING EXISTING NEW EXISTING TREE EXISTING NEWa 0 DECIDUOUS CONIFEROUS DECIDUOUS TO BE REMOVED FLOWERING FLOWERING TREE TREE TREE SHRUB SHRUB a o _ 1 Drawing No.: E.R.B. EASTERN REDBUD; CERSIS CANADENSIS RHODODENDRON; CATAWBIENSE ENGLISH ROSEUM s 1 N M — MAPLE; ACER SACCHAARUM P.J. M .; DWARF RHODODENDRON ELITE W.B. — WHITE BIRCH; BETULA PLATYPHYLLALP E L 0 SHEET 1 OF 1 0 g Q � Q•v � 6� -.fir, , ' S Wlm� �� '0-g -, �3,yes s��° rte.' a vu% Ajbux 4 wit w tJ s1�� kMM Q O US 2 O l o Via_ ��n ria u kIRM";"�� UZ6,"M .f1 r c 4 � M� /`y,x "�',��'w.- a9r .,,-, 3".'� r .0 k� �'r � a •d�� C O Q • `` Or A Yii' �`c:�";Lw 3 34 fra `t.. ..r�F,.a,, '7r}YY" 0 V) Coy Prepared By: 53 C 00 W � CD c i; ® n a o 0) co o co 0 p c 65 :E 7,: N N N w Q Co Co mc5 a� � r-- � �� XX p L (6 LL.. i S I e Seal: - _ P`tN OF Mgss c PETER 1 yG� LOCUS MAP OGREN y X33604 SCALE.' 1 =800 '± N/F BARBARA DRISCOLL SOURCE.- SALEM GIS PARCEL ID: 06-0007-0 s�J` �1 t(olvi / / / / / Design By: PJO / Drawn By: EBL Checked By: PJO CFFs Project File: SAL-0042A Comp. No: SAL24 \\ 0 QQ ,y, ❑Issued For Permit 1 ,4p�c9Q ®Issued For Review 1 N/F SALEM CONSERVATION COMMISSION 0/11, � /01 PARCEL ID: 06-0011 -0 �0 ❑Issued For Bid Issued For Construction 1 , Z Not For Construction 11011* s• (D00 oo N N N/F LYNN SAND & STONE �� 0 PARCEL ID: 07-0012-0 N/F THE BARNES ROAD TRUST PARCEL ID: 07-0060-0 2 :3 L (n m C .> s s N/F JOHN M INGEMI REALTY TRUST ❑ PARCEL ID: 07-0051 -0 i Z N/F USB CAPITAL, LLC d PARCEL ID: 07-0087-0 Lk o r- CD N O ON II u7 N O L. N r 0 0 N/F 96 SWAMPSCOTT ROAD, LLC ai PARCEL ID: 07-0070-0 +, N/F JACQUELINES GOURMET O0 PARCEL ID: 07-0070-801 N/F SALCO REALTY, LLC PARCEL ID: 07-0077-0 N/F MH LLC PARCEL ID: 07-0070-802 Drawing Title: N/F 15 ROBINSON RD LL N/F MH LLC \ / PARCEL ID: 07-0013-0 PARCEL ID: 07-0070-803 N/F K.CT REALTY TRUST Z PARCEL ID: 07-0070-804 0 N/F 5-96 SWAMPSCOTT ROAD LLC PARCEL ID: 07-0070-805 N/F GROOM REALTY LLC 0 Q (Ji PARCEL ID: 07-0070-806 0 3:Q V / U^) N/F DAVID & ELIZABETH EKSTROM �/ / Q PARCEL ID: 07-0070-807 Lj-� >— N/F R & J SWAMPSCOTT ROAD r, w v , v PARCEL ID: 07-0070-808 = 0 Z 5 N/F S & D & D LLC Or J PARCEL ID: 07-0070-809 U 0 / N/F SWAMPSCOTT ROAD ASSOC RL—Am N m o LB Aadi ICY_ 7 PARCEL ID: 07-0070-810 DC APFROVE D w 0 .R ROAD SITE,: P LA14 0 J LLJ LiJ SWAMPSCO U Q !— J N/F NORTH SHORE TENNIS & LI J o PARCEL D:C07 80062-0 T U t T 500 RO H y CURRENT OWNERSHIP: Drawing No.: 0 r KAK REALTY TRUST PARCEL ID: 07-0079-0 & r PARCEL ID: 07-0078-0C S T SHEET 1 OF 4 r J 1 Prepared For: U LEGEND TREE LEGEND J � o Wf120 ' x , SLOPED GRANITE CURB SGC M - MAPLE v 3 0 94.18 ( ' \ 1156,13 �f 118,05 x19,91 x - - - - -- - \ \ \ 121,69 - 9) 0 EP WB - WHITE BIRCH °'� I EDGE OF PAVEMENT Q o 0 I x 10,9,2 ' / x 114.38\ \ x 119, ��p CCB �' C \ r CAPE COD BERM P - PINE C \ \ \ \ 1� - • x 9 .63 \ ( . 133 92-' 8\ � B.V.W. T - UNKNOWN TYPE v \ \ \ \ 0 7 \x 1 0' BLUFFER ZONE — — a F°D-o ca WFI19 \ \ \ �� 1\� x -uL2`�- 116 115,95 0 a 95.58 \ \ \ \ 11 ,61 \ x 119.07 J \ x 115,03 x�,52 \ \99,74 \ o x 11'9-80 --__ \ APPROIX/MATE WATER LINE W x 70 \ PAINTED GAS LINE G Prepared By: 114,01 '� \ 1 \ 114 \ \ \ \� PAINTED ELECTRIC LINE E F 1B x Wf,�!'17 97,27/ ! x 1115 \ 94,59 95.33 / / 107.4 \ \ EXISTIIWG CONTOUR 100 S�II I U 103, \ 110,14 �� x 117,10 SEWER MANHOLE m Co 0 (0 0 / 0 0 106 \,,o \ x 112.43} \ - WF 16 97,79 l 1 I CATCH BASIN ® cin (o (0 a) 93,18 3,73 43,82 / / ��J J 107,67 0 \ , I DRAIN MANHOLE ® w 0 8.79 ) 0�J ' \ 68 x 109,07 / \ LIGHT POLE a� co l / r \ t' LES Wt.33 = ( � / x 106,92 , \� ELECTRIC MANHOLE 105.3 \ x 0. 9 TELEPHONE MANHOLE O X06, � � � i 115,91 / < 02,54 \ \ \\x T.671! S/GNWF�15 x 96, 8 WATER GATE 93.62 x 100,78\ �` \ X 1'09. 0 x 104.61 107.91 \ l \ o \ \ x 117.40 FIRE HYDRANT x 100,26 �' \ x��19T MANHOiLE ® Sea_ P�`N of MgsPETER i J, x 9 .91 � \ q \ � x 1Q�.83= \ �' -•-•-_ ` BOLLARD � �� OGREN gym \ I CIVIL 102,17 -` \ \�x 107,12 109128 1 EXISTING SPOT ELEVATION x 100,25 `� p�yi�a • � � fo x / x�,34 \ \ 107,32 x'`�Tt 9.8� 112.65 .o cn x 9 ,61 x199,85 �, P3.05 100.09 .x .93\ 9. 0 9p� S0 14 x 1050 107„40 \ NAL 9372 / o /A/9a 5 \ \ 186.38 \\� 117,78__ -x19.89 WF#1.3 / o / 91 101,18 \ \ \ I\ 1 15,61 1 \�••x� 4`06 130,34 92.72 99.10 x 9 7 x�00. \\ ll0 5.93 1 3%'�8�� \�f CURRENT OWNERSHIP: x 9'4,5 /z 9 ,73 101 7 x 105,61 \x.\ f 0 ` ✓ � � 17 WF 12 \ \\ r\ 132.05 WF10 BORDERING WF�'11 x 98,86 \ \ I \ i 107,97 \� VEGETATED 91,40 x 93 \\ 91.46 WETLAND 91.52 - � x 7,64 / ' 101.72 � — --t lo�to �' / �\� KAK REALTY TRUST -x >- -I- CB RIM=99.77 PAINTED 6” GAS X3.37 x\103.7 106.91 106.60 WFZ9 -- — — / 12" CP 1=93.97 X66 G G J ,X-i0 107,10 12 132.01 PARCEL ID: 07-0079-0 & x 93,96 G � x 106,07 I1o9,23�\�\\\ r PARCEL ID: 07-0078-0 91..3,6 �f x 94,04 94� 98.18 1 FAFARO / W 05.78 \ O.o J �_ X-94 04 X"9 `23 �/ x 9 . 2 �W OM A P N By / \\ - - - I �.' �'�` "016\��\\�O� Design By: PJO ,/ x 94.60 6 x 96,73 " yy TERWLI 0 \- - - - - 0 4— 104,76 - - - - - _ I✓ \`\\\\�� Drawn By: EBL W.G. EL.=95.41 9 1 102.98 EP 106.X6 10 .73 `\�\\\� WF B x 94.76 TOP NUT x 95.20 1 1 G B \\3 Checked By: PJO 90.79 =92 92 W.G. EL.=95.58 Sad C,o CBS RIM=102.69 O \\ 33 30 x ,82 W 1 67 12 RCP 1=93.34( ) 106,04 �\ 0� — WF > x x105.23 Project File: SAL-0042A / X 96. 1 W EL=93.08 W x 6 99,65 x 99,5 8 12'74CP 1=93.6 H 106 \\ ; `\\\ (Q� ) `�` \\ 132.08 Comp. No: SAL24 93,85 S TOP•NUT i' o \\M x 14 ��\\� ❑Issued For Permit /� 106.60 109.6 WF 2 WF17 / / j SM EL -� --� I X 106.39 \\\\ 97,294.64 90,54 9� "1=90.3 / 106,39 \\�\ ®Issued For Review (� 36" RCP / / 8" 1=90.68 �"- I -,_— ----� 0 DMH R/M=99.37 �\ ' 131,26 J6' R3 A 1 97,45X J x 98.99 10 99,69 EP S 104.69 \ 120RCP 1=94.47 (CB WEST) \� ❑Issued For Bid 1=897,48 9 x 96,84 x 99,84 .� 100,71 l X- _ - 9 0 X 100.60 12 RCP 1=94.17 (CB EAST) \ C' 108.7 \, W 3 75 / 96.69 / 98,29 x 101.54 #10 E 105,98 181RCP 1=88.92 x 106.93 \ ,° \ 134,33 ❑Issued For Construction roim� 9 '¢ / 96 X 96.43 X 46.54 -� x 99,15 x 100, 5 lu�•40- E 24"RCP /=88.67 \ �2 11o8g \ 8 •69 / /� SMH x 96.41 X 96,60 I 100.6 -'y .3 \ x 106,4' Not For Construction 10 2�1'O \ x 91.03 / R=96.28 x 96.72 — - 100.60 MH 100,49 IT - 100,09 E 12 M o i �_ 133.50 \ WF4 WF6 S 1=90.18 S I p R=101.38 x ( 101.02 5,13 �, \\ o 106,66 0 3.1 WF#5 65� / 96. 9 98.86 99.10 I 99,88 Z c� RIP RAP �� '�� \ \\\\\\ 0 0 91,5 10 100.59 � __ 6,27 107.07 i 8,25 RIP RAP 99.59 / RIP RAP 100.71 100,64 I II -~� �_ CB M \ \ \ N N \ \ 90.65 9851 99.42 1 x 100,03 10 1 6�N6 o ~RIM ' 1 9 X 107.42 \\ 106,93 \ \\\ \\ o m o 0 0. \ 98,91 00.01 I 100,13 �� 7 \\ \ N N 10.34 x 7 100.36 \R1io iQgP-�' g� 96,99 I x 1 4 0 N 12 94.8 \. 06,54 00.20 \` \ `- -_-- / 98,79 96.76 j 98.73 98.65 CCB 8"WB 9,14 \�' x 107,71\\mp \ x 100.77 �� 1�c•8 x 99 7 98.64 99.47 100.04 S�T" IDD CCB 99.73 18'72C S=1. \ \ `x06,98 \ 129.50 •\ \ x 100,20 � °�� d. /� � � � � 106,4 x,13\ s8� \\ X 99 6$9,17 / 98,86 — 99.99 X 97. I 99.75 99,62 100, 99.94 \ \ \ 117.02 \ ,\ \ 9¢ \ \ 00,0Ek 100.43 X00 99.99 / 48 98.67 x 8,35 ,9 \ \ I x 9154 99,81 100,04 9919 99.71 9,74 WF A \ \ =9521 '' 22 SPA4IES M RlM=99.99 9 SPACES \ \ F \ X 9,29 2 HP SPACES 88,93 O \ \ X 100.49 8 1=89.4 Rp,P 98.20 I m z v 12 f?CP 1=93.34 v �p 6, 9 � \ `rcc, � 107,40 5 X 98,64 -�—� 8K1� 0 BUFFER TO BVW "RCP 99.96 18'7?CP 1=90.15(CB) o \ RIP \ \ x 89,53 T CL 2'6� 99,03 \\© 97 4 x48,"' 1,� - - 18 n0 moo GP 18"RCP 1=90.04(DMH) \ a+ 7,04 \ r r o J6" RCP 97.69 ! - - - I- - - - - - - - - . - - - - -� CB RIM-99-46 m\ 6, 1 \ \ 1=89.20 \ - - - - - - 1� 12'7?CP 1=94.76 / \ \ F v c \ > WF.44 98— 97,52 GG8 98,48 CCB 99.63 99,72 99,87 CCB 10 �10�,0}— - 99.99 99,98 R�9,96 \ (71 ; 98,37 97.9 7.94 99,69 CCB 89.23 l x 97,38 °D 98.45 98,53 CCB x 95.40 / x 96.56 197,49 \� 98.17 CB RIM=97.73 -- `- __-•- ti 100,84� � 10 10"7r 04 Z 0�P RAP TRANSFORMER 2 0 90 6'fi 6"WB 6"T 100,25 - - - U WFA3 / g 97,11 97,90 RIP P 10"Gl. 1=94.38 75 1 RIP RAP 101,00 100,99 RIP RAP I W �I 101.0 v 101,1 106,67 ° 22� \ z° / 181RCP 1=92.23 97.77 101.02 CONC. \ > 108, \ 88.39 I 99.94 r— 100 15 0,04--- 101,11 101,10 101,13 -101.52 1 101.57 101,08 101,14 100.58 \ � E O ` \ x 93 96.42 97 78 429.8 c° 101,01 100,71 POST \ GC 93,24 n 2 ELECTRIC GAS 1O SIGN NOT ENTERS „� \ \ �S+a'r� 1"476 106,99 O 107,73 METER METER o �° 101. 00 -1 15 P1N'f jR1�o6, 6 1 8,69 N CONC. If / x 95,31 I / 100.66 �• 1 E P LEG 10 0 - - - - 95,97 ( I 1 � 21 106,87 E � 106.79 ` o .- o 95.37 EP FF=101.71 101,59 \ n o 106,65 \ °' 00 cO '� '� N z 94.66 1 \ 100,80 100.65 1 SIGN 0 1 8.36 1 I I X 97,53 '2.0 x 97.12 I ` 1 ' O TRESPASSING" x 107.27 mow\ / 96153 I � n �`�' 106,50 X 108,81 1 \ n x 106.96 1 ( I 100.66 108,06 106,50 �C 95,73 ! 97.60 LOTS 725, 729, 100.76 100.55 00.49 R/ RA OI I 741, 744, & 745 101.50 1�o M TMH o ® a) R=106.77 N TOTAL AREA 106.85 107,34 N 1 I I I ? 0 739,245 S.F. I x \ 108.09 wll N 16.971 ACRES EXISTING BUILDING X 9 I I 5,9 106.42 Ml R=105.83 Q #1 TECHNOLOGY WAY x © \ 106,77 N 0 710 79 � 95,76 96,16 Q I ( �' 99.66 100,33 W Q I I t o = 100128 ` n 1063 106, 6 i N i N o a 30.0 101.46 100.01 SGG i O p� ;* I Z 100 05,16 96.58 179 I 1 D 8"T �' I 104,98 1 X 97.08 I m 99,86 95. ( 99,81 I 15" ® 1 5 X 105,10 FF=101.75 0 1 6 104,25 Drawing Title: 97.67 101.72 '� 101,44 SIGNS I 04.18 I �6• 917.68 Da ^ FlRE PARKING" .8 T► CONNEC77ON STONE & .101r x GB I vi 11 MASONRY 99.38 103. G z RET. WALL 99,4 10 7 417.9 Ic O 1 I I 1P 99,45 100,67 101,24 101,96 101,63 ci 101.68 ---� 102.17 98.25 99.3 n W RIP RAP \ 96.35 x 96.64 I X 97.47 I 2 0 ® WO 10 �— " \gyp RIP RAP RIP RAP RIP RAP ° 14 P 14"P W \ 198.27 ., 14 P 12"P o �n N 7 1 I I 98,47 CCB CCB CCB 101.45 12"P vai , Z 96.87 97.10 99.12 99,66 100.44 100.92 101.32 101.43 ° V X 102,2 O V ! 9 P 98.75 N 02,21 X 102,75 CCB 98.94 \ ti Q 1 0 p 98.29 X 9T69- - - - _ . _ _ x 100.56 X 101.17 X 101,31 x 101,29 i i 2 ® 1 1,98 Q SMH R=97.47 of h11:61 _ _ I 1 _ _ p 7 P \ 02,2 � r ^ ��^ o �0 V J V IW I Q 8"I=88.83 '0 8"C.L.D.I. Wq�R ' - ' - _ _ _ _ - EXIST. 8" _ _ _ _ . - . _ . _ . _ . _ . _ . _ . _ ? � C,L_D.I WATER_ . _ � 0"P I \/ 101,39 97.39CCB 96.95 97.2 97,73 99.44 100.07 100,62 101,21 101.29 CCB ® 8P \ z �- O SMH R=100.27 I O I 811-88 12 98,36 I 100,90 s 9" 0 —TI UUO # I o 1 o P ------- I � aB n U = \ 98.27 O CB - z U 100.32 X R/M-99.78 FOGF 98.511 C UJ R/M==� .66 bio 12" , NOTES: I 9 SPACES I (!, Q I6„W8 99, O X S � I w FOR LOT INFORMATION SEE A PLAN BY HAYES ENGINEERING, INC. ENTITLED "ROADWAY I� o 8"WB SIGN ABANDONMENT AND LAYOUT SUBDIVISION PLAN OF LAND" DATED MARCH 6, 2014 REVISED APRIL 'SHIPPING & L.L 15, 2014. � 97.14 0 RECEIVING" TOPOGRAPHIC INFORMATION FROM AN ON THE GROUND SURVEY BY HAYES ENGINEERING 6 SPACES I 8 1W 98.11 PERFORMED JANUARY 2017 THROUGH MARCH 2017. a 98.19 �, " �- CCB SIGN /GN 90 le WATER LINE FROM A PLAN ENTITLED "TOPOGRAPHIC PLAN FOR THERMAL CIRCUITS BY FAFARD I SIGN /r ciRCu/r" NO TRESPASS/NG" / REAL ESTATE AND DEVELOPMENT CORP. DATED MARCH 20, 1995. I /t36 BORDERING VEGETATED WETLANDS BY HAYES ENGINEERING, INC. FLAGGED ON JANUARY 30, 2017 - S ( I AND MARCH 21, 2017. Drawing No.: DATUM IS NGVD29. EXISTING DRAIN PIPES TO BE REUSED SHALL BE VIDEO INSPECTED AND CLEANED IF NECESSARY — 5 SPACES © SMH =96.22 EX SHEET 2OF4 Prepared For: \ \ \ ZONING TABLE LEGEND TREE LEGEND I l \ 'moo BPD (BUSINESS PARK CO T SLOPED GRAN/TE CURB / �8 \ ZONE (' °� scc M - MAPLE \ \ \ \ DEVELOPMENT) 0 a 0 EP \ \ ' C \ DIMENSIONAL CONTROLS REQUIRED/ALLOWED EXISTING PROPOSED N 14 o 0 EDGE OF PAVEMENT - - - - - - - - - WB - WHITE BIRCH � � \ \ \ l \ � - - 116 \ FRONT YARD SETBACK 50 ft. 73.41 ft. 52.6f ft. c ,,•L� CCB WF 19 \ \ \ \ \ A v o Cr- CAPE COD BERM P - PINE �v \ \ \ \ o� \ \ \ 1 \ SIDE YARD SETBACK 30 ft. 50.0t ft. 50.0t ft. 0 �. E l ` \ \ \ REAR YARD SETBACK 50 ft. 50.Of ft. 50.Of ft. a c o B.V.W. T - UNKNOWN TYPE 100' BUFFER ZONE1- - \ / \ \ \ O \ \ \� \ � ` � MIN. FRONTAGE 150 ft. 413.46 ft. 413.46 ft. < ~0 U) APPROXIMATE WATER LINE WI • / \ \\ �F�18 w 17 1 �.''. -� � \ MIN. LOT WIDTH 150 ft. 518.69 ft. 518.69 ft. T MIN. LOT AREA 40,000 S.F. 739,245 S.F. 739,245 S.F. PAINTED Prepared By: N GAS LINE G PROP. K / ` _.�_______� \ PAINTED ELECTRIC LINE E RET. W 102 / C8 (' MAX. BUILDING HEIGHT 50 ft. 20f ft. 20t ft. ^ � 0 04. C� 10 � "� WF'>6 ''o MAX. LOT COVERAGE (bldgs.) 45% 7.0% 10.6% EXISTING 1 _ c L MIN. OPEN SPACE bld s. avin 10% 88.1% 83.09 - W E � 1 0 �\ L�,��_�_��I LEDGE CUT OR ( 9 /P 9) � w o ca o E NG CONTOUR 100 c .� �- o rn v SEWER MANHOLE QSJ, ` \ L_y = I I RIP RNP SLOPE CALCULATIONS iv ti SII PARKIING C � Q _ r / �' 9 SPACES( �� I CALCULATION REQUIRED/ALLOWED PROPOSED EXISTING o� N N CATCH BASIN ® / Cn w O .Tw00 c1 o U) m DRAIN MANHOLE ® \ � \ �� III Cl) � / � II LIGHT POLE 4' INV.-96.0 � roe 1 1+I 1 space/company vehicle 1 spaces =0 cc ELECTRIC MANHOLE ® W 8• SPREADER WFf 15 WIDE STONE U I ` .. °' 93.62 �a ` \ z \ I I I 1 space/2 Employees (300 People) 150 spaces TELEPHONE MANHOLE 8 24-(21LTEC R-280HD N Cn L, I MIN. FINISH GRADE-101.7 a o _�_ a m �Y 1 space/1,000 s.f. of Building minus Storage �t Office 45 spaces TOP CHAMBER-100.20SIGN � TOP STONE-1100.7 � _ \ 4 z a _ S I `I (44,376 s.f.) WATER GATE BO>nOM CHAMBER-9&0 • • • W 4 00 I I ! TOTAL SPACES P P P BOTTOM STONE-97.5 I 196 spaces 137 spaces 95 spaces FIRE HYDRANT 6' INLET INV.=99'5 a I PARKING DESIGNATIONS 4' OUTLET INV.=99.5 PROPOSED • _ _ \ \ PROP• CB E-EX I STI N G MANHOLE ® RIP RAP ' to - \ -�� RIM-101.80 Seal: SLOPE �z 12 I-97.8 ER-EXISTING TO BE REMOVED ;� SNOFM BOLLARD WFI14 / � �� \ �'� / N-NEW ��```�PETEH a�o 93.72 • • 10 .6 U \\ \ / r-- EX/ST/NG SPOT ELEVATION X 100.25 \ o CURRENT OWNERSHIP: oGR14 sN 922 • �6/" / \ ( � (( %��y �\ \� @ vL \\ KAK REALTY TRUST 27145 ,7)iQ PROPOSED EROS/ON CONTROL • BORDERING WFZ12 • / / / / ` CCB � � ` �\�� \\ �ii--� `��\ -0079-0 - i T� v\�� WF110 VEGETATED WF#11 91,40 �� 01.6 102.4 102. '$NOW STO ,E'o6+ \ �\ `="�� PARCEL ID: 07 0079 0 & PROPOSED CONTOUR 91.46 WED,gNp 91.52 -�r� I CB _ _ �-- \N n, PARCEL ID: 07-0078-0 PAINTED 6" G,GS ��\\ 12`H E S-3.9� 12" CP 1=93. G PROPOSED CAPE 000 BERM CC8 WF9 i / '�� 91.36 9 PROP. CB's 8% DMr1 6 �- BY FAFAR� \ �B s "'�� \\ foo PROPOSED SPOT ELEVATION 102.3 __�� / _ _ o RIM-1 00.50 E s'3 I A P N w - -^ , \\\\o,� CCB 12 I=9 6;s/ 12"H� N TER LI OM - 102 /CB3 - -EP \\�"FooF WF 9 p1• 22.5' RET. WAPROk LL W.G. EL.=95.41 9 w �? S?' x,102 �' CB RIM= 02ERR .69 9 TOP NUT W.G. EL..=95.58 (�2 11 SPACES Q r O c r�r' p W EL. 92.92 w I 6j � 12 RCP 1=93.34( ) PROPOSED 25 SPACES N O\\\\� _ __ _ ( �\\\'� Design By: PJO ' - W W GEAR 12"RCP 1=93.6 (WH) PAVEMENT G \\� \ HYDRANT 93F85 2 i S CONNECT TO TOP NUT EL.=9 3� W / PRELOICATEL� CONVERT TO 1 Drawn By: EBL SMH EXISTING WATER I R 102.28 AVq� \ Checked B : PJO REMAIN WF�2 WFZ7 / / R=96.43 EL.= - R TED P 12' I=95.8 PROP. CS TO ��\\\\ y 4.64 90.54 / g 1=9q•68 CCB /-- SNOW STORAGE \W P�K RIM-103,55 CAIN Project File: SAL-0042A 36" RCP / r1P 9 0 I m y / 120HDPE DMH RIM=99.37 \\\\ 1=89.83 P � / _�!!!ST-�10�:9-- 4 01.0 10 \ 02.2 = S 2 1=99.0 S(-C TO \ 12"RCP 1=94.47 (CB WEST \\ Comp. No: SAL24 ` RIP RAP `M„�"- ---. 12 RCP 1=94.17 (CB EAST) G� ❑Issued For Permit �\ \ /Ori \ 6 Q� _ - - 1 18 RCP l=88.92 / \ 98 • \ \ X 0.69 PROPOSED TEE SLOPE / 9 H �- _ -- - -- $ ' 8=1UAW 1 011400.1 '� �`"" . H 01. E E �_ 241RCP 1=88.67 \ '92�� ®Issued For Review W/3 GATES WF,f6 =96 28 �/ PROP. RELOICA7ED ---_ -- __ PROeQ. OCATED;' ,��; _ g •• WF,�4 8' 1-90.18 S ----•.___ .-,-WALL PACK � PACK 4 d 1' 01.38 , j! 12' 1 26 „ o ti N E o _ r . - _, o �.. A �, "\\\\\\ ❑Issued For Bid 91.53 ADJUST -" -�, -__. _._. ?" SWf TCH-GEARf TO F.� % o • _.__._ _.._--__ __._.._____-_-__-----___- PARKING Issued or Construction H'F5 R-100.2 i .----..~`_ -- - ca _ ?'P R�;;r' 3 BE RELOCATEb Y �, �`` RIM-1101.45 1�f 3 V-� RIP RAP SNOIA"S'TORAG'g ,` \\G'9 \\\\ ❑I d F C t CAP END \ 100 O ROOFTOP DETENTION U . "h' \� • z 1-97.4 ®Not For Construction OF STUB i�b -. .-,-� 2-3" vERn AL OPENINGS �' \ 9 ; _ _ _ _ l� TO 13 _� _- oo cP 1=9 F \ �� \ / ; E 1 --�-T- 8E`;REM J t \G' Al 5 i C:c i , P _...._.-_ CCB 18 C S=1. Y N ,p o 0 z I _�__. i � -- - 2�� er BIK 0 5 D �0'� o .�� d 1 PROPOSED i I � � ,�. N �� o� \ � � � � 0 0 I - [ RACK C4,4 C14 _�JR RAPv \ 8� �� 0 w s9.s zzs cs� I ' I $ ADDITION I `� !-`� I -I - - 0 _ /�� v 9A \ \ � �0 45' / PROP. RELOCATED � \ / \ o '� / WALL PACK (279470 .F., { S - Q d } i j -- -_ !art=5�a.99 cx n„ {ER 11 9.8 2 HP SPACES `a 3 . � ` ♦` � \\ WF#A \9�\ =911.23 .:'� .�P'�EE,(ER) "�� _ - �}N ,P,: 8"I=89.46 --- ' -- PROP. RELOCATED { WFA7 0 . / DING DO -' � 1=9734 _ P / - :1 n WALL PAtCK 12'RC:� . PROP. RELOCATED -�- ' IRaL ` - WALL PACK 5 98 •8 ]� rn 100 BUFFER TO BVW - i8 - IAyC(IIF _k;.�� `\ / ' iS'RCP f 80.15(03) r �0 PROP. CB - TO 10 v '�'a '8"PCP ;-190.04(, t/-/' 36" RCP S ,j RIM=97.5 --� �^�-- "` C p J ADJUST RIM - _ _ _ _ . - - _ - �. f ',',B"RCP 1=89.20 WF A4 `fir i - . _ . t2'HOPE 1195.0.._ _ __ _ - -� _`__..._ .. � R-101.71 f / \ _ - 10' WIDE STONE G 12 _ 1 �197.0 '' 94.75 \ SPILLWAY O �C�`�CCC / =9 .8 / / Y _ _- - r \ A - - - - c, a Ox EL.EV.944-- I B MV=:97.!a `" -- I I r icy j `~ \ ` C C O -7- / c, f 101C 1. 1=94,303 `` �l.� rr1P �? 1 R/P RAP L t, .'ham ?4P FR4t45FCRlbIER-' __7� iJ i 'v> WF A,3 0 Rl, y y TRANSFORTO "r i`� I ^^ 3 Si 1r _ - cc _ -- F?i?CP 1=92.2a I _ RELOCATED GATE v - ---- _ 3 4'HDPE 1=92.0 471 � O \ POST \ scc � ELECTRIC GAS � SIGN v `� � 0 W16' WIDE = 3.0 FORE$AY I I 1 CONNECT TO REMOVE r AYETER METER DO NOT ENTER'N `s ��' EMH STONE LEVEL )P EXISTING WATER o TREES TO REMOVED v o�%o R=1 15 1141E 1G LINED W RIP RAP CONNECT 10 ROOF LEADER TO o o m �` 'A SPREADER 11 PROPOSED v E P G� BOTTOM-93.0 I NEW 10' DUCTILE IRON �� I N CO C. P R TOP BANK-94.8 I I '� PLANTING v ESE WF A2 -- EP 10' WIDE SPILLWAY O 4.1 FF=101.71 AREA v z 12-RCP 1-93.8(IN) I I \ � 4-HDPE I-93.00(OLM I i ROOF OF NEW ADDITION ROOF OF NEW ADDITION 2. J �� SIGN USED FOR STORMWATER USED FOR STORMWATER �v, IVO TRESPASSING" Ci ZIP WITH 2-2 DETENTION WITH 1-2 n \ o I i OUTLET PIPES. OUTLET PIPE. 1 �O tb � O) d0 f� t0 � � M N r- Z LOTS 725, 729, , ' I 741, 744, & 745 z z RI 1 TOTAL AREA TMH I 1 o R=106.77 U © a F Al I I I z o 739,245 S.F. NMKIM I 1 _ 16.971 ACRES EXISTING BUILDING I 0 i #1 TECHNOLOGY WAY = OS 0 � Q a M\=105.83 N N .. Q N 1 = Irl N O 0 C I ' 700-- SG (% 0 0 1 m 0 0 I 1 FF=101.75 I \ C i I SIGNS D "VISITOR z o FIRE PARKING" CONNECTION MASONRY 'o,�,� GL Drawing Title: i \ RET WALL W v \ 417.9 2 0 v V J RIP RAP I RIP RAP o 0 0 Q \ �P-rte v RIP RAP RIP RAP cce CCB CCB n 1 Q O CCB 00 SMH R=97.47 I - - _ _ - " i i cp \ • h ' I I V ! H ! p , Q I W I 8 /=88.83 � 00 8 C.L.D.I. WATER - ' _ - � _ . ' . _ • EXIST. 8" CCBOS - _ . _ . - . - . - . - . - . - . - . - . _ . _ . _ . - . - . C.L_D. WATER- . - • - . - • - • - - - . - . - . - . - • -CCB I c SMH R=100.27 8"1=88.12 , S LO -� gF- 0 FTI F � ` \ -ta CB v Z V -C'" RIM=99.78 W FpcF�'io ® CIM= .66 w I I 9 SPACES O �o7 v � _ ww SIGN F- -p SHIPPING & n Q n RECEIVING" O S Q G NOTES: 6 SPACES I m o :2 c- (n FOR LOT INFORMATION SEE A PLAN BY HAYES ENGINEERING, INC. ENTITLED "ROADWAY v, W J ABANDONMENT AND LAYOUT SUBDIVISION PLAN OF LAND" DATED MARCH 6, 2014 REVISED APRIL cce SIGN lGN g w 15, 2014. "THERMAL CIRCUIT" NO TRESPASSING" / g I a TOPOGRAPHIC INFORMATION FROM AN ON THE GROUND SURVEY BY HAYES ENGINEERING I �` PERFORMED JANUARY 2017 THROUGH MARCH 2017. S I 0 -4 BORDERING VEGETATED WETLANDS BY HAYES ENGINEERING, INC. FLAGGED ON JANUARY 30, 2017 0 AND MARCH 21, 2017. N - - Drawing No.: DATUM IS NGVD29. 5 SPACES O/ SMH =96.22 EXISTING DRAIN PIPES TO BE REUSED SHALL BE VIDEO INSPECTED AND CLEANED IF NECESSARY O SEE LANDSCAPING PLAN SHEET LP-1 FOR PROPOSED LANDSCAPING @ S P o 0 SEE EXTERIOR LIGHTING PLAN SHEET EL-1 FOR PROPOSED LIGHTING \ v N SHEET 3 OF 4 S"low Q z I / INN I--- J®117it I,� STANDARD CATCH Prepared For: BASIN FRAME & GRATE (SET IN -- ADJUST TO GRADE A VORTSENTRY HS DESIGN NOTES 0 FULL BED MORTAR) W BRICK & MORTAR W/BRICK END VSHS RATED TREATMENT CAPACITY IS SHOWN IN THE TABLE BELOW, OR PER LOCAL REGULATIONS. MAXIMUM HYDRAULIC INTERNAL BYPASS 3-COURSES BRICK MIN. SECTION CAPACITY VARIES. CONTACT YOUR CONTECH REPRESENTATIVE FOR ADITIONAL INFORMATION. ami o U-1 v v. THE STANDARD SOLID COVER CONFIGURATION IS SHOWN. ALTERNATE CONFIGURATIONS ARE AVAILABLE AND ARE LISTED BELOW. .o O - 12" OPTIONAL 6" OR 8" FLAT TOP CONFIGURATION OPTION DESCRIPTION ALUMINUM TROUGH Q O FINISHED R ''•: GRATE INLET(NO INLET PIPE) �r 1-1 2' GRADE GRATE INLET WITH INLET PIPE 3 ami WEARING - - - v v' z COURSE _-1J�-- _ v (TYPICAL)MORTAR A A VORTSENTRY HS GENERAL INFORMATION a o �, BITUMINOUS CURB I - I c 4 0 •. Q ►- -_ v V' FLOW Typical Total LJ p. PIPE CONNECTIONSL Typical Typical Depth Approximate � Total Distance Rim Prepared B I - � NON-SHRINK GROUT � � •' Manhole Distance Rim Below Invert Minimum Maximum Pipe p y: _ :v : ,• ; : Model Treatment Diameter ID Flow Rate t Bottom to Invert ( ) (inside) Distance Rim Diameter(ID) A A B C to Invert "SNOUT" OIL DEBRIS - r- FT mm CFS US FT m FT m FT mm FT m IN mm o. TRAP AND SEE SITE PLAN FOR LENGTH D FLOATABLES HS36 3 900 0.55 15.6 10.16 3.10 4.08 1.24 5.58 1702 3.00 0.91 18 450 c 00 Q. a PLAN BAFFLE HEAD EQ BAFFLE 1 4. 4 0 o Co �n SEPARATOR AS > 0) Co o rn S MANUFACTURED BY HS48 4 1200 1.20 34.0 13.25 4.04 6.00 .83 6.75 2057 00 1.22 2 6 0 - N 2 Q N � ° BEST MANAGEMENT p = I N N PRODUCTS OR F/NSdp PLAN VIEW B-B HS60 5 1500 2.20 62.3 15.13 4.61 6.50 1.98 7.96 2426 4.82 1.47 30 750 a a._ o APPROVED EQUAL �R tiFo LEVEL LL' (D r T 00 q HS72 6 1800 3.70 104.8 16.56 5.05 6.75 2.06 9.15 2788 5.59 1.70 36 900 ro T Co 00 L -'o. I Q - SOLID COVER OR � � � PRECAST F EDGE GRATE INLET ADJUST TO GRADE �O HS84 7 2100 5.60 158.6 18.85 5.75 7.75 2.36 10.35 3156 5.00 1.52 42 1050 o c� 7 CONCRETEW/BRICK & MORTAR co j-I IEX/ST/NG CONTRACTOR TO GROUT TO 3 COURSES MINIMUM HS96 8 2400 8.10 229.4 20.87 6.36 8.50 2.59 11.54 3518 6.91 2.11 48 1200 a 5" GRADE FINISHED GRADE V. .;a.' v. FLARED END 6' MIN. SITE SPECIFIC } CRUSHED STONE SECTION :. ,•,•. ' .4.. •. ' - L DATA REQUIREMENTS RIP RAP SHALL STRUCTURE ID 0 PRE-CAST CATCH BASIN HAVE A d50=12" SECTION A-A NOT TO SCALE AND SHALL BE 18" - WATER QUALITY FLOW RATE(CFS) THICK PEAK FLOW RATE (CFS) Seal: NOTES: RETURN PERIOD OF PEAK FLOW(YRS) CAPE COD CURB 1. CONCRETE: 4,000 PSI MINIMUM AFTER 28 DAYS. OINP�FL. SPREADER B B B CiwNTECH 2. REINFORCED STEEL CONFORMS TO LATEST ASTM A185 SPEC. 0.12 SQ. IN./LINEAL FT. INLET PIPE OUTLET PIPE PIPE DATA: I.E. MATERIAL DIAMETER NOT TO SCALE AND 0.12 SQ. IN. (BOTH WAYS) BASE BOTTOM. SCALE (OXX"MAX) (OXX"MAX) INLET PIPE 1 _ 3. H-20 DESIGN LOADING PER AASHTO HS-20-44; ASTM C478 SPEC FOR "PRECASTPETER OUTLET PIPE �N�H OF Mgss REINFORCED CONCRETE MANHOLE SECTIONS." o' �► J �,1 RIM ELEVATION "EN �N1¢ T 10 MqX ANTI-FLOTATION BALLAST WIDTH HEIGHT �q CENTER ro oEN ANCHOR PROPOSED SWMA t STONE LEVEL AT I A Pio TER TRENCH GRADE ELEVATION-94.1 NOTES/SPECIAL REQUIREMENTS: 1"x1"x36" FLAT STONES TOP OF BERM FRAME AND COVER FRAME AND GRATE HARDWOOD STAKE - FOR WALL-LIKE ELEVATION=94.6 ' ' (DIAMETER VARIES) (24" SQUARE) `PER ENGINEER OF RECORD CONFIGURATION •' I 3 2 N.T.S. N.T.S. I 1 5 GENERAL NOTES J I I I 1 1 'r 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. WOVEN WIRE FENCE 1 � C 2. DIMENSIONS MARKED WITH O ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY. Design By: PJO (E x WIRE 5 GA.) N 3 �� 3. FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENISIONS AND WEIGHT, PLEASE CONTACT YOUR Drawn By: EBL UNDER NON-WOVEN CONTECH ENGINEERED SOLUTIONS LLC REPRESENTATIVE. www.tContechES.com FILTER FABRIC F��W MIN. 1/4 TON ."' 4. VORTSENTRY HS WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION Checked By: PJO BOULDERS 'e CONTAINED IN THIS DRAWING. Project File: SAL-0042A _ 5. STRUCTURE SHALL MEET AASHTO HS20 AND CASTINGS SHALL MEET AASHTO M306 LOAD RATING,ASSUMING FLOC 1' t GROUNDWATER ELEVATION AT, OR BELOW,THE OUTLET PIPE INVERT ELEVATION, ENGINEER OF RECORD TO Comp. No: SAL24 AUXILIARY I - ! CONFIRM ACTUAL GROUNDWATER ELEVATION. Issued For Permit WOVEN WIRE FENCE I SE:CTICN RIPRAP SHALL INSTALLATION NOTES ®Issued For Review NON-WOVEN FILTER FABRIC 2' (MIN) OF COMPACTEDd50=8" f •. ' HAVE A - 1. ANY SUB-BASE, BACKFILL DEPTH,AND/OR ANTI-FLOTATION PROVIISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS SELECT GRAVEL OR 4" I PROPOSED •.. . '' El Issued For Bid 12' COMPOST SOCK � MINUS CRUSHED ROCK GRADE AND SHALL BE 1 2" AND SHALL BE SPECIFIED BY ENGINEER OF RECORD. THICK O v 2. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE Issued For Construction (SECURE WITH VORTSENTRY HS MANHOLE STRUCTURE(LIFTING CLUTCHES PROVIDED). TOP OF BERM 1"x 1"x36" HARDWOOD Z I i 3. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTIURE SECTIONS AND ASSEMBLE STRUCTURE. ®Not For Construction STAKE 6' O.C.) EXISTING - ( I ELEVATION=94.6 SECTION A-A 4. CONTRACTOR TO PROVIDE, INSTALL,AND GROUT PIPES. MATCH(PIPE INVERTS WITH ELEVATIONS SHOWN. GROUND 5. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO ASSURE UNIIT IS WATER TIGHT, HOLDING WATER TO FLOWLINE i^�Ow oN UNDISTURBED 10' INVERT MINIMUM. IT IS SUGGESTED THAT ALL JOINTS BELOW PIPE INVERTS ARE GROUTED. r FILTER FABRIC I CWNTECH,I, °GROUND EXISTING SOIL I I I I I I I I (z o 0 STONE LEVEL AT N N TO BE SUITABLE I I ELEVATION=94.1 ENGINEERED SOLUTIONS LLC � MATERIAL AND !'iK1TCC'_G B'J CNE'?H„AOHEE O%THE STABLE BASE BOULDERS TOED "°Y""'"5 P"`t"`` ".""7-C-2;HE`"'``° °Rt''`° 3025 Centre Point or.,Suite 400, West Chester,ON 45069 �ATEtJ'c,CH CT:tSH u+TcIJTS PEN4'!:G. EMBED FILTER FABRIC 6" INTO EXISTING GROUND 800-338-1122 5`3-645-7000 513-645-7993 FAX MIN. INTO GROUND (OR PLACE SAND ON FLAP i AT GROUND SURFACE) SECTION 04t�;_O 1RIPRAP SLOPESILTFENCE SCALE N 0 NOT TO SCALE NOTES: ELEVATION CULTEC NO. 20L POLYETHYLENE LINER. �' r NOTES: 1. AREAS TO BE PROTECTED BY REVETMENT SHALL BE FREE OF BRUSH, TREES, STUMPS & OTHER 1- o ORGANIC MATERIAL & BE DRESSED TO A SMOOTH SURFACE. ALL SOFT OR SPONGY MATERIAL SHALL BE 4 OZ. NON-WOVEN FILTER FABRIC HVLV FC-24 1-2 INCH DIA TO BE PLACED BENEATH 1 . COMPOST SOCK OR DOUBLE STAKED STRAW HAYBALE TO BE PLACED IN FRONT OF REMOVED TO THE DEPTH SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER & REPLACED WITH AROUND STONE. TOP AND SIDES FEED CONNECTOR WASHED HVLV FC-24 FEED CONNECTORS o, 3 a SILT FENCE. WOVEN WIRE FENCE (6"X6"X14.5 GA.) UNDER NON-WOVEN FILTER APPROVED MAVERIALS. MANDATORY. WHERE SPECIFIED CRUSHED WHEN UTILIZING O FABRIC TO BE USED AT ALL WETLAND CROSSINGS AND ALL AREAS WITHIN 25' OF 2. THE STONES SHALL BE PLACED UPON AN APPROVED BED TO LINES & GRADES SHOWN ON PLAN. EACH SPILLWAY PAVEMENT STONE INTERNAL MANIFOLD Cultec Inspection Cover THE WETLAND LINE. ALL OTHER LOCATIONS THE FILTER FABRIC TO BE UV RESISTANT STONE SHALL BE CAREFULLY PLACED BY HAND E MACHINE, LL A PREPARED BED NORMAL H THE RECHARGER 280HD I-95% COMPACTED FILL 8 0.. Cast Iron Frame SLOPE AND FIRMLY BEDDED THEREON THE LARGE STONES SHALL BE PLACED CLOSELY TOGETHER & NOWT TO SCALE HEAVY DUTY CHAMBER 6" MIPT DR35 with z POLYPROPYLENE WITH A MINIMUM WEIGHT OF 2.5 OZ./SY. THE INTERVENING SPACES FILLED WITH SMALLER STONES IN SUCH A MANNER THAT THE ENTIRE SURFACE WILL FORM A COMPACT MASS. i' --:. 2. USE MULTIPLE ROWS OF SILT FENCE FOR LONG STEEP SLOPES IF NECESSARY. � Pavement 6 A DR35 '•Y- !Y.' 1� - " �S LOAM 14.0 - PAVED 0 MIN. LAM PAVED .. _; . . :. ',':•:.-..,: ."_ .: :•.� ,:.- PIPE SIZE 90 BEND 45 BEND 22.5 BEND TEES,PLUGS,CAPS & HYDRANTS • �' AREA AREA AREA AREA f U' r.. � ; b.. \`G 6.0" •„�_ r "' r } % ,u, �' ISInternal s Q� o' �QQ�o' 6" PVC Pipe Riser (m.) (s.f.) (s.f.) (s.f.) (s.f.) a �tiF�'a `', � t .,y., ,_, ..t� '�t'.�' _ 6 8 5 3 4 r /J� ��. � ,J � -� f, Coupling � 'o8o�s'o° o a SCH40 or DR3 GRAVEL 8'. 12 8 5 6 \/ ,' �tia� 5 GRAVEL \ Brolken Stone Inspection Port rn oo M N o „ BASE 10 19 13 7 9 �,.j ,-a ,� - '(� 4 COMPACTED 1 26 18 10 13 4" COMPACTED BASE ,t 26.5" i LOAM & SEED LOAM & SEED �J O O O O O O O O O O O O I= I V.' .'v'.'. ¢' v = 1 '. ✓ 0 0 0 0 0 0 0 0 0 o O o UNDISTURBED p a , �• ✓ p, . . . p. SUITABLE BACKFILL SEE NOTE 2 - .a' .. EARTH o v '.'v`. v v v° '.' SUITABLE BACKFILL - SEE NOTE 2 12.0" � � �\� � � � �� o, iJ i i �, \�� \� f `-- COMPACTED AS o _ o'e ° ° COMPACTED AS o O a ° v. SPECIFIED ROADWAY BACKFILL N SPECIFIED ROADWAY BACKFILL - v.�. . v. . I LO SHALL CONFORM I x SHALL CONFORM Z TO STANDARD SPECS. ( v:' .y TO STANDARD SPECS. 47.0" 52.0" II N ONCRETE I - CULTEC INSPECTION PORT SAND CUSHION THRUSTBLOCK SAND CUSHION0 NOT TO SCALE o (TYPICAL) Q 0 - I GENERAL NOTES ALL RECHARGER 280HD HEAVY DUTY'UNITS ARE MARKED WITH A U 0 WATER MAIN (SIZE VARIES) PLAN - HORIZONTAL BENDS. TEES AND PLUGS DRAIN (SIZE VARIES) RECHARGER 28OHD BY CULTEC, INC:. OF BROOKFIELD,CT. COLOR STRIPE FORMED INTO THE PART ALONG THE LENGTH OF U) Z STORAGE PROVIDED=9.2 CF/FT PEFR DESIGN UNIT. THE CHAMBER. aj -I + z REFER TO CULTEC, INC.'S CURRENT RECOMMENDED ALL RECHARGER 280HD CHAMBERS MUST BE INSTALLED IN INSTALLATION GUIDELINES. O N USE RECHARGE 280HD HEAVY DU1fY FOR TRAFFIC AND/OR H-25 ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE AND p II I : :. . . . ' N I R FEDERAL REGULATIONS. v WATER MAIN - .. . . . . . .. ........ . . . APPLICATIONS. I . . . W LEDGE - v v III �'. .'.".".'.'.' LEDGE - I . . . . . . _ 04 . ..".. 111 LI o > I I-1 I . . .�:':':':':' 77'. " " ' - CRUSHED STONE OR - - o.e'v' e o' I CRUSHED STONE OR UNDISTURBED - I -III=II I=III . . . . . .. .. .. . SCREENED GRAVEL (ll v v.'.':a.' v. UNDISTURBED I =I I= II I=I� SCREENED GRAVEL Y�T�C R-280HD SECTIONSOIL BEDDING FOR FULL WIDTH ..CONCRETESOIL BEDDING FOR FULL WIDTH Drawing Title: OF THE TRENCH UP TO THRUST BLOCK !� e' ;. . OF THE TRENCH UP TOALE SPRING LINE OF PIPE 6' a :.p '. .a SPRING LINE OF PIPE 6" 3'-0" OR D+2' (TYPICAL) - I = UNDISTURBED 3'-0' OR D+2' BELOW PIPE IN EARTH OR WHICHEVER IS GREATER BELOW PIPE IN EARTH OR - - EARTH WHICHEVER 'S GREATER 12" BELOW PIPE IN LEDGE 12" BELOW PIPE IN LEDGE Z ANCHOR ROD I - - -f� I - WATER TRENCH ELEVATION - VERTICAL BENDS DRAIN TRENCH 0 NOT TO SCALE NOT TO SCALE NOTES: CONYR YE TE B LOCK NOTES: e 1. ALL MATERIAL SHALL CONFORM TO CITY/TOWN OF DEPARTMENT OF PUBLIC WORKS. NOTES: 1. ALL MATERIAL SHALL CONFORM TO CITY/TOWN OF DEPARTMENT OF PUBLIC WORKS. 0 2. NEW ROADWAY CONSTRUCTION SHALL CONFORM TO CITY/TOWN SPECIFICATIONS. 1. THRUST BLOCKS TO BE 3000 PSI CONCRETE PLACED AGAINST UNDISTURBED MATERIAL. KEEP CONCRETE 2. NEIN ROADWAY CONSTRUCTION SHALL CONFORM TO CITY/TOWN SPECIFICATIONS. Q 3. IN LIEU OF THE 12" GRAVEL COURSE AND 9" OF CRUSHED GRAVEL, 18" OF CRUSHED GRAVEL OR CLEAR OF MECHANICAL JOINTS. 3. IN LIEU OF THE 12" GRAVEL COURSE AND 9" OF CRUSHED GRAVEL, 18" OF CRUSHED GRAVEL OR 0 RECLAIMED STABILIZED BASE MAY BE USED AS A BASE FOR THE PAVEMENT REPAIR. 2. STONE BACKING MAY BE SUBSTITUTED FOR CONCRETE THRUST BLOCKS PROVIDED THE STONE(S) ARE OF RECLAIMED STABILIZED BASE MAY BE USED AS A BASE FOR THE PAVEMENT REPAIR. Q 4. MATERIAL SHALL BE REPLACED IN KIND WHENEVER POSSIBLE. EQUAL SIZE AND BEAR ON UNDISTURBED EARTH. 4. MATERIAL SHALL BE REPLACED IN KIND WHENEVER POSSIBLE. f ' 5. A MINIMUM 2' CUTBACK IS REQUIRED AT THE TOP OF THE TRENCH WALL OVER UNDISTURBED MATERIAL. 3. USE OF JOINT RESTRAINT SYSTEMS SHALL NOT ELIMINATE THRUST BLOCK REQUIREMENTS (WHERE POSSIBLE). 5. A MINIMUM 2' CUTBACK IS REQUIRED AT THE TOP OF THE TRENCH WALL OVER UNDISTURBED MATERIAL. W >_ C W () 0 Z � O V) D I U 0 U W U � � J � W Q W J b L Q H H D -1 -1 H CURRENT OWNERSHIP' DrawingNo.: r a KAK REALTY TRUST YI PARCEL ID: 07-0079-0 & PARCEL ID: 07-0078-0 D ETr SHEET 4 OF 4 J J