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93-95 CANALS ST - PLANNING � _ A .. g v ,�, � m - a � � --�-.d.._. 4 t i. x � S3 & u � Y H ti .._ .. u � . . s y Q3-`i5 cczrca;� s{ �apQ��c��ic+r� 3 4 . . m ��.,��...�.� ,� � ..n.< _ .. ,.. _ _ � � •. -� � � _ ., _ �� k f �. fi _. .2 Y �k� >;. Y 1 �' (� j f " 93 -9S Cana\ Stc ee S?Q,Rttp L noL\ No CQ cm CITY OF SALEM -� PLANNING BOARD ARD Notice of Decision At a meeting of City of Salem Planning Board held on Thursday, December 1, 2016 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 SCHIAVUZZO REALTY, LLC for a Site Plan Review in accordance with Salem Zoning Ordinance Section 9.5 and a Flood Hazard Overlay District Special Permit in accordance with Section 8.1 for the site located at 93-95 Canal Street (Map 33, Lots 164, and 165) for the renovation of the existing structure on 93-95 Canal Street (a former candy factory) into eight (8) residential units. Decision: Approved with Conditions Filed with the City Clerk on December 12, 2016 This notice is beinS sent in compliance avitb the Massachusetts General L aivs, Chapter 40A, Sections 9 & 15 and does not require action by the recipient.Appeals, if any, shall 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 01970 • PHONE 978.619.5685 FAx 978.740.0404 • WWW.SALEM.COM CITY OF SALEM PLANNING BOARD W; 31A 21 Public Hearing Notice FA'5F#lE9'1 N& � C111 eK: City of Salem Planning Board Will hold a public hearing for all persons interested in the application of SCHIAVUZZO REALTY, LLC for the property located at 93-95 CANAL STREET (Map 33 Lots 164, 165) for a Site Plan Review in accordance with the Salem Zoning Ordinance Section 9.5 Site Plan Review and a Flood Hazard Overlay District Special Permit Sec. 8.1 Flood Hazard Overlay District. The applicant proposes to repurpose the existing building and convert the candy factory into eight(8) residential units. The public hearing will be held on Thursday, September 15, 2016 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 Publication Run Dates in Salem News: 9/1/2016 & 9/8/2016 This notice posted on "Official Bulletin Board" City Hall, Salem, Mass. on AUG 3 1 2016 at /0.,Z/ 4H in accordance with MGL Chap. 30k Sections 18-25. Know Your Bigbts under the Open Meeting Lam M.G.L. a 30A§ 18-25 and City Ordnance f 2-2028 tbrougb 2-2033. 120 WASHINGTON STREET, SALEM, MASSACHUSETTS 01970 - PHONE 978.619.5635 FAX 978.740.0404 - \W SALEMI.COM AFFIDAVIT OF SERVICE City of Salem provision M.G.L., Chapter 39,Section 23D. (A City Councilor,board,or commission member, to sign upon listening to the audio of a missed meeting and examining all evidence.) Per the City of Salem provision M.G.L., Chapter 39 Section 23D, I, hereby certify under the pains and penalties of perjury that I have examined all evidence pertaining toMMq.'�-95 C/�n�I Sfi�¢ef which was distributed at the single missed session on 2-DI 10—,which evidence included an audio recording of the missed session. This certification shall become part of the record of the hearing. Name kC ut<- Date N ""(57(57 AFFIDAVIT OF SERVICE City of Salem provision M.G.L.,Chapter 39, Section 23D. (A City Councilor,board,or commission member,to sign upon listening to the audio of a missed meeting and examining all evidence.) 1 i ' l Per the City of Salem provision M.G.L.,Chapter 39 Section 23D, I, 'Dale- ygMe hereby certify under the pains and penalties of perjury that I have examined all evidence pertaining ' to g3-15 C"al sf gf- which was distributed at the single missed session on 1 Imo' 2-01 ,which evidence included an audio recording of the missed session. This certification shall become part of the record of the hearing. Name ` Date AFFIDAVIT OF SERVICE City of Salem provision M.G.L., Chapter 39, Section 23D. (A City Councilor,board, or commission member, to sign upon listening to the audio of a missed meeting and examining all evidence.) 6 Per the City of Salem provision M.G.L., Chapter 39 Section 23D, I, 111R+ VeRD hereby certify under the pains and penalties of perjury that I have examined all evidence pertaining to X13"q5 CU n m S�wee� which was distributed at the single missed session on 1 "' 201 Le which evidence included an audio recording of the missed session. This certification shall become part of the record of the hearing. Name AFFIDAVIT OF SERVICE City of Salem provision M.G.L.,Chapter 39, Section 23D. (A City Councilor,board,or commission member,to sign upon listening to the audio of a missed meeting and examining all evidence.) �+ Per the City of Salem provision M.G.L., Chapter 39 Section 23D,I, l 00 MaJAfacActs t hereby certify under the pains and penalties of perjury that I have examined all evidence pertaining R3-gs �� sn�� to which was distributed at the single missed session on ti 111 1 1 201ce ,which evidence included an audio recording of the missed session. This certification shall become part of the record of the hearing. Name Date Id- AFFIDAVIT OF SERVICE City of Salem provision M.G.L.,Chapter 39,Section 23D. (A City Councilor,board, or commission member, to sign upon listening to the audio of a missed meeting and examining all evidence.) Per the City of Salem provision M.G.L., Chapter 39 Section 23D, I, CEO e hereby certify under the pains and penalties of perjury that I have examined all evidence pertaining toM/ g3-q5 CllnAl S xf- which was distributed at the single missed session on IN1' 2-D, 2ZI(P ,which evidence included an audio recording of the missed session. This certification shall become part of the record of the hearing. Name l Date l G CITY OF SALEM ASSESSOR'S CERTIFICATION OF ABUTTERS AND "PARTIES IN INTEREST" BOARD/COMMISSION: Planning Board PROJECT SITE: 93-95 Canal St 133-0164-01 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 1 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. p Assessor's Signature: ��✓/�f l/ Date: D ^� �o �) �e Number of initialed pages attached: Once Certified, Return to: Department of Planning and Community Development I 01 LU4 ' n�� oQ � a o W N N I .. -i q ' m em.L°�" HANCOCK STREET l Y N l _ mCD6unxnawar, wz _l" O }S s w __c c .� o rn �x¢xan U " _SS ROS STREETROSLYN STREET — 1 xAU`L®REET� Iko ® m ® m GOVON � m 0 Zfi0 52 ft Phnt on 06262016 at 09:46 AM t Parcel ID:33-0164-0 Parcel ID:33-0165-0 Parcel ID:24-0120-0 SALEMS OLD FASHIONED SALEM OLD FASHIONED MASS BAY TRANS PO BOX 389 PO BOX 389 C/O NO SHORE RECYCLING SALEM, MA 01970 SALEM, MA 01970 53 JEFFERSON AVE SALEM, MA 01970 Parcel ID:24-0120-1 Parcel ID:24-0211-0 Parcel ID:33-0010-0 MASS BAY TRANS BOSTON 8 MAINE RR FREEDMAN ARTHUR B C/O NO SHORE RECYCLING C/O GUILFORD TRANS 120 CANAL ST 53 JEFFERSON AVE 14 AVIATION AVENUE SALEM, MA 01970 SALEM, MA 01970 PORTSMOUTH, NH 03801 Parcel ID:33-0121-801 Parcel ID:33-0121-802 Parcel ID:33-0121-803 CALDER MARC A GALPERT JANE GRIFFIN KERRY M CALDER SHARIN M 2 HAZEL STREET U1A 25 ROSLYN ST U-2 25 ROSLYN STREET U1 SALEM, MA 01970 SALEM, MA 01970 SALEM, MA 01970 Parcel ID:33-0121-804 Parcel ID: 33-0121-805 Parcel ID:33-0121-806 SERRANO MARIA E HILLYER DIRK M GRAY JOSHUA A 152 PEARL AVENUE 17 SEWALL STREET 33 GOODALE STREET REVERE, MA 02151 MARBLEHEAD, MA 01945-2658 W.BOYLSTON, MA 01583 Parcel ID:33-0121-807 Parcel ID:33-0121-808 Parcel ID:33-0121-809 RODRIGUES NATALIO CHUMACK ROBERT G JOHNSON ERIK WAYNE SALAZAR FILOMENA CHUMACK PATRICIA A 25 ROSLYN STREET U8 25 ROSLYN ST U6 25 ROSLYN STREET UNIT 7 SALEM,MA 01970 SALEM, MA 01970 SALEM, MA 01970 Parcel ID:33-0121-810 Parcel ID:33-0121-811 Parcel ID:33-0121-812 HEATH CATHERINE M GUARINO RICHARD J GIRARD DEBORAH 2 HAZEL STREET U9 MAUREEN C 2 HAZEL STREET U11 SALEM, MA 01970 2 HAZEL ST U10 SALEM, MA 01970 SALEM, MA 01970 Parcel ID:33-0121-813 Parcel ID:33-0121-814 Parcel ID:33-0121-815 WETMORE DAVID MURPHY ERIN M MCDANIEL JENNIFER H 25 ROSLYN STREET U12 25 ROSLYN ST U15 2 HAZEL STREET U16 SALEM, MA 01970 SALEM, MA 01970 SALEM, MA 01970 Parcel ID:33-0122-0 Parcel ID:33-0123-601 belt Parcel ID:33-0123-802 MAHONEY JAMES R S9OS71l7- �Oge-I� {�'e�d SHEEHY JACKSON RUSSELL RICK ROBERT T JR SNQA 9' 33 ROSLYN STREET 5 ALLEN AVENUE 33 ROSLYN STREET U1 SALEM, MA 01970 ROCKPORT, MA 01966 SALEM, MA 01970 Parcel ID:33-0125-0 Parcel ID: 33-0126-0 Parcel ID:33-0134-0 MUSACCHIA JOSEPH C GOMEZ MARIA ROCKETT LINDA 279 MARRETT ROAD 3 ROSLYN ST CT 44 CHESTNUT STREET#6 LEXINGTON, MA 02421 SALEM, MA 01970 BOSTON, MA 02108 Parcel ID:33-0135-0 Parcel ID:33-0136-0 Parcel ID:33-0137-0 LAPOINTE NORMAN P ROUGHAN BENJAMIN M MORONG CLAIRE C LAPOINTE ROBERTA A 7 ST PAUL ST P 0 BOX 985 5 ST PAUL ST SALEM, MA 01970 SALEM, MA 01970 SALEM, MA 01970 J Parcel ID:33-0138-0 - Parcel ID:33-0139-0 Parcel ID:33-0140-0 DANIELS STREET 2015 HINCHEY MARGOT FINNEGAN MAIREAD BULL ANDREW/TEEBAGY DANA 37 ROSLYN ST FINNEGAN MICHAEL 69 ENDICOTT STRRE SALEM, MA 01970 �O p SALEM, MA 01970 BaXf0RD-,17A-01W1 l(G C-ovn.t ' IV Lan 2 yvl -dciI # Fvn , mri of "t`f`1 Parcel ID:33-0141-0 Parcel ID:33-0142-0 Parcel ID:33-0143-0 PIMENTEL VIANELA JAMIESON SYDNEY G ASSET RECOVERY LARA RONNELY CAROLINA PEVERADA BRENDA M PO BOX 627 41 ROSLYN STREET#2 43 ROSLYN ST BEVERLY, MA 01915 SALEM, MA 01970 SALEM, MA 01970 Parcel ID:33-0144-0 Parcel ID:33-0145-0 Parcel ID:33-0146-0 PETIT MARK LASKOWSKI KAZIK BROWN JAMES 7 REAR MARCH ST COURT LASKOWSKI ANNA 97 CANAL STREET SALEM, MA 01970 99 1/2 CANAL ST SALEM, MA 01970 SALEM, MA 01970 Parcel ID:33-0147-0 Parcel ID: 33-0148-0 Parcel ID:33-0149-0 JOHNSON REALTY POWERS RAYMOND P SOUCYJEANETTE M L P 0 BOX 2502 POWERS RICHARD A 44 ROSLYN ST LYNN, MA 01903 48 ROSLYN ST APT#2 SALEM, MA 01970 SALEM, MA 01970 Parcel ID:33-0150-0 Parcel ID:33-0151-0 Parcel ID:33-0152-0 CAMPBELL FAB IEN ELIZABETH RLTY DRAGONIS DENNIS 31 STARBIRD STREET C/O ESSEX MANAGEMENT DRAGONIS GERTRUDE/DENISE MALDEN, MA 02148 375 MAIN STREET 18 GENEVA STREET HAVERHILL, MA 01830 SALEM, MA 01970 1 A, Parcel ID:33-0153-0 Parcel ID:33-0154-0 Parcel ID:33-0155-0 0 LESSOR RICHARD T METCALF EDITH M ROCHNA PA LA S JOAN M 12 GENEVA ST ROCHN6,RHETT B 16 GENEVA STREET SALEM, MA 01970 4 GE A ST SALEM, MA 01970 SALEM, MA 01970 Parcel ID:33-0155-801 1 Parcel ID:33-0155-802 Parcel ID:33-0156-0 FANNIE MAE GEREMONTE KRISTI D SALERNO MICHAEL E P 0 BOX 650043 4 GENEVA ST U2 2 GENEVA STREET DALLAS,TX 75265-0043 SALEM, MA 01970 SALEM, MA 01970 Parcel ID:33-0157-0 Parcel ID:33-0158-0 Parcel ID:33-0159-0 STONE MICHAEL ST PIERRE TERRY ANNNE SMITH WAYNE R 111 STANLEY ROAD 36 MARCH STREET SMITH JUDITH E SWAMPSCOTT, MA 01907 SALEM, MA 01970 47 HANCOCK ST SALEM, MA 01970 Parcel ID:33-0160-801 Parcel ID:33-0160-802 Parcel ID:33-0160-803 SMALL DEBORAH A TAYLOR GRACE M ANDERSON KARLA J 53 HANCOCK ST U1 51 HANCOCK STREET U2 51 HANCOCK ST U3 SALEM, MA 01970 SALEM, MA 01970 SALEM, MA 01970 Parcel ID:33-0161-801 Parcel ID:33-0161-802 Parcel ID:33-0161-803 POTTIER-BROWN JULIE LABRIE STEPHEN CARNEVALE VALERIE 2 GEDNEY COURT 55 HANCOCK ST UB 55 HANCOCK ST UC SALEM, MA 01970 SALEM, MA 01970 SALEM, MA 01970 Parcel ID:33-0162-0 Parcel ID:33-0163-0 Parcel ID: 33-0166-0 PJR REALTY TRUST CRIST FRANCIS CARLSON BENJAMIN A LOPES JULIE/LOPES PAULO CRIST CATHLEEN 2 LEATHER LANE 5 MADONNA DRIVE 1 GERALD ROAD BEVERLY, MA 01915 SOUTH HAMILTON, MA 01982 MARBLEHEAD, MA 01945 Parcel ID:33-0167-0 Parcel ID:33-0168-0 Parcel ID:33-0169-0 GUTIERREZ RAMON LEBLANC RONALD/LEBLANC MIRABAL IGNACIO GUTIERREZ ESTELA LEBLANC ALBERT U NUNEZ TIUSKA 28 ROSLYN ST 166 MAPLE ST 24 ROSLYN STREET SALEM, MA 01970 DANVERS, MA 01923 SALEM, MA 01970 Parcel ID:33 71-0 Parcel ID:33-0171-801 Parcel ID:33-0171-802 BATES J PH L III M IRRA LEONARD OSIPOVA ELINA 143 NqRTH STREET U3 !' 11 MIRRA WAY 42 CABOT STREET U2 SA , MA 01970 W NEWBURY, MA 01985 SALEM, MA 01970 Parcel ID:33-0171-803 Parcel ID:33-0172-0 Parcel ID:33-0173-0 RAUSCH LAWRENCE A KILEY MICHAEL P DOMINGUEZ RAYNALDO RAUSC H ABIGAIL E 25 SANDRA ROAD 38 CABOT STREET 40 SEAVIEW AVENUE PEABODY, MA 01960 SALEM, MA 01970 MARBLEHEAD, MA 01945 Parcel ID:33-0174-0 Parcel ID:33-0175-0 Parcel ID:33-0176-0 RIVERA MARIA CAMBRI REALTY TRUST VELASQUEZ SIGFRIDO 36 CABOT ST ROUSSEAU CONRAD E III 32 CABOT STREET APT 2 SALEM, MA 01970 31 ATLANTIC AVENUE SALEM, MA 01970 MARBLEHEAD, MA 01945 7 Parcel ID:33-0179-0 Parcel ID:33-0180-0 Parcel ID:33-018 MARGIE MULLEN REALTY ROCHNA RHETT B ROCHNA R MULLEN MARGIE TR ROCHNA PAMELA S ROCHN MELA 29 HANCOCK ST#1 31 HANCOCK STREET 35 H COCK ST SALEM, MA 01970 SALEM, MA 01970 S EM, MA 01970 Parcel ID:33-0181-801 Parcel ID:33-0181-802, Parcel ID:33-0181-803 MIRABILE JUDITH E� POWERS PATRICIA HOMAN KRISTEN M 35 HANCOCK ST U1 35 HANCOCK STREET U2 35 HANCOCK ST U3 SALEM, MA 01970 SALEM, MA 01970 SALEM, MA 01970 Parcel ID:33-0182-0 Parcel ID:33-0183-0 Parcel ID:33-0184-0 MAURICE GERALDINE G FITZGIBBONS BARRI ANN CURTIN WENDELLYN M 1 GENEVA STREET 50 DUFTON COURT 7 GENEVA STREET SALEM, MA 01970 NORTH ANDOVER, MA 01845 SALEM, MA 01970 Parcel ID:33-0185-0 Parcel ID:33-0186-0 Parcel ID:33-0188-801 KRUDOP STEVEN L P 8 S PROPERTIES, LLC HUTH VALERIE 25 ZACHARY LANE C/O LIGHTHOUSE REALTY 32 HANCOCK ST U1 READING, MA 01867 SALEM, MA 01970 BOS.L9PI-MA-041'18' 3 141 GA+4 '4 WA /J. -IR C-14b�'AC,' o1Sb� Parcel ID:33-0188-802 Parcel ID,33-0188-803 Parcel ID:33-0189-0 LEBRASSEUR TODD P ZAPPULLA MELISSA S GRIFFO REALTY TRUST LEBRASSEAUR ANGEL R 32 HANCOCK ST U3 DESOUZA SERGIO R TR 32 HANCOCK STREET U2 SALEM, MA 01970 30 HANCOCK ST SALEM, MA 01970 SALEM, MA 01970 V 0 CITY OF SALEM PLANNING BOARD Public Hearing Notice City of Salem Planning Board Will hold a public hearing for all persons interested in the application of SCHIAVUZZO REALTY, LLC for the property located at 93-95 CANAL STREET (Map 33 Lots 164, 165) for a Site Plan Review in accordance with the Salem Zoning Ordinance Section 9.5 Site Plan Review and a Flood Hazard Overlay District Special Permit Sec. 8.1 Flood Hazard Overlay District. Specifically, the applicant proposes to repurpose the existing building and convert the candy factory into eight (8) residential units. The public hearing will be held on Thursday, September 15, 2016 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 Publication Run Dates in Salem News: 9/1/2016 & 9/8/2016 Know Your Bights under the Open Meeting Law M.G.L c. 30A 5 18-25 and City Ordinance 5 2-2028 tbrougb 2-2033. 120 WASHINGTON STREET, SALEM, ulASSACHUSH'rrs 01970 • PHONE 978.619.5685 FAX 978.740.0404 • www.SALEM.COM 15' 5Cnkka CITY OF SALEM PLANNING BOARD ah �s CITY Ct EkK 3;, EH.MASS- Site Plan Review Decision _ December 12, 2016 On Thursday, September 15, 2016, the Planning Board of the City of Salem opened a Public Hearing for a Site Plan Review in accordance with the Salem Zoning Ordinance Section 9.5 and a Flood Hazard Overlay District Special Permit in accordance with Section 8.1 for the site located at 93-95 Canal Street (Map 33, Lots 164, and 165) for the renovation of the existing structure on 93-95 Canal Street(a former candy factory) into eight(8)residential units. The Planning Board hereby makes the following findings pertaining to the Flood Hazard District Special Permit Application: 1. The proposed use will comply in all respects to the uses and provisions of the underlying district in which the land is located, a. The property is located in the Residential Two-Family Zoning District. The structure was previously a legally nonconforming candy factory, and the applicant received a Special Permit from the Zoning Board of Appeals on March 30,2016 to change this nonconforming use to another,less detrimental,nonconforming use(eight residential units). 2. There are adequate convenience and safety of vehicular and pedestrian movement within the site and in relation to adjacent streets and property, particularly in the event of flooding of the lot(s) or adjacent lot(s)caused by either overspill from water bodies or high runoff. 3. Utilities, including gas, electricity, fuel, water and sewage disposal, will be located and constructed so as to protect against breaking, leaking, short-circuiting, grounding or igniting or any other damage due to flooding. The Public Hearing was continued to October 3, 2016; October 20, 2016; November 3, 2016; November 17, 2016; and December 1, 2016. The public hearing was closed at the regularly scheduled meeting of the Planning Board held on December 1, 2016, and the Board, based upon the plans submitted and evidence presented at the public hearings, voted by a vote of 8 (eight) in favor (Chair Ben Anderson, Matt Veno, Carole Hamilton,Kirt Rieder, Bill Griset, Noah Koretz, Dale Yale and Kirt Rieder) and none (0) opposed, to approve the application of the SCHIAVUZZO REALTY, LLC for a Site Plan Review and a Flood Hazard Overlay District Special Permit, subject to the following conditions: 1. Conformance with the Plan a. Work shall conform with the set of plans entitled, "Proposed Site Plan 93-95 Canal Street," Sheets 1-2, prepared by Civil Environmental Consultants dated July 13, 2016, revised September 6, 2016; October 31, 2016; November 11, 2016; and November 29, 2016 and plans I entitled, "Residential Condominium 93-95 Canal St" Sheets A-0.1, A-1.1, and A-2.0, prepared by Curtis DiBenedetto and Associates, dated September 1, 2015, revised October 7, 2016; November 3,2016; and November 28, 2016. 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. 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. b. A revised landscaping plan that contains appropriate street trees that can withstand periodic inundation shall be submitted to the City Planner for review and approval prior to Building Permit issuance. c. Final completed landscaping shall be done in accordance with the approved plan described under condition 3(b) and shall be subject to approval by the City Planner prior, for consistency with such plan,prior to the issuance of a Certificate of Occupancy. 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. Board of Health a. All Board of Health requirements shall be strictly adhered to. 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 certifies that soil and ground water on the entire site meets the DEP standards for the proposed use. d. The developer shall adhere to a drainage plan as approved by the City Engineer. e. 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 f. The developer shall maintain the area free from rodents throughout construction. g. The developer shall submit to the Health Agent a written plan for dust control and strect sweeping which will occur during construction. h. 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. i. The Fire Department must approve the plan regarding access for fire fighting. j. 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 property line. k. The developer shall disclose in writing to the Health Agent the origin of any fill material needed for the project. 1. The resultant establishment(s) shall dispose of all waste materials resulting from its operations in an environmentally sound manner as described to the Board of Health. in. The developer shall notify the Health Agent when the project is complete for final inspection and confirmation that above conditions have been met. n. The developer shall install grease traps, to contain grease in gray water,prior to it entering the city sewer system in developments with 10 or more units and in compliance with the requirements of the City Engineer I o. Salem sits in a Radon Zone I and the risk of radon entering buildings is extremely high. Therefore,the installation of radon mitigation systems is required. 7. Fire Department a. All work shall comply with the requirements of the Salem Fire Department. 8. Building Inspector a. All work shall comply with the requirements of the Salem Building Inspector. 9. Utilities a. Underground utility installation shall be reviewed and approved by the City Engineer prior to the issuance of a Building Permit. b. Water meter sizing calculations from the license plumber shall be submitted to the City Engineer with a listing of fixture for review and approval by the City Engineer. 10. City Engineer a. All work shall comply with the requirements of the City Engineer. b. Prior to issuance of a building permit from the City, the applicant shall demonstrate that the City's water system has the capacity and condition to accommodate the flow requirements of the proposed development. The applicant shall provide a letter that demonstrates 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. Any excavations on Canal Street shall be back filled with Controlled Density Fill(CDF) and meet existing pavement depths. c. Water System i. A Licensed Plumber shall provide a letter to the Engineering Department stating that the condition of the existing water service pipe for fire protection on the property are adequate to be reused for the proposed development. ii. A Licensed Professional Civil Engineer shall provide a letter to the Engineering Department stating that the City water mains 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. d. Sewer System i. A Licensed Plumber or Contractor approved by the Engineering Department, shall provide a letter to the Engineering Department stating the condition of the existing sewer service pipes on the property are adequate to be reused for the proposed development. A video inspection of the sewer service will be necessary to understand the current condition of the pipe to determine if they are still in good condition to be reused for the proposed development. A copy of the video and logs shall be submitted with the letter. ii. A building inspection and dye testing program shall be completed to confirm the sewer service from the proposed development is connected to the correct system in the City street. This inspection shall be schedule with the city consultant directly and result of this inspection and testing shall be submitted to the Engineering Department. e. The applicant shall coordinate with the City Engineer to review any service piping that extends to the street encountered during construction of the foundation and/or site work that were not shown in the site utility plan. Existing utility services encountered onsite that have-not been abandoned shall be discontinued in accordance with the City of Salem Engineering Department requirements,prior to building permit issuance. 11.Clerk of the Works a. A Clerk of the Works shall be provided by the City, at the expense of the applicant, his successors or assigns, as it deemed necessary by the City Planner. Notwithstanding the foregoing, the parties acknowledge the Project shall be subject to controlled construction, which requires oversight by licensed engineered and architects. Accordingly it is the understanding of the Board, the City Planner and the Applicant that the Clerk of the Works is expected to oversee and review all civil/site improvements related to the project located within the public way, including all utility connections to publicly owned infrastructure. It is also mutually understood that the expense associated with the Clerk of the Works shall be for a reasonable number of hours and at a customary rate of service. 12. 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 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 or blasting on Saturdays, Sundays, or holidays. Blasting shall be undertaken in accordance with all local and state regulations. iv. 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. v. 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. vi. All construction vehicles left overnight at the site must be located completely on the site. vii. 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 City Planner prior to construction. viii. Any roadways, driveways, or sidewalks damaged during construction shall be restored to their original condition by the applicant. 13.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 final Certificate of Occupancy. b. The As-Built plans shall be submitted to the City Engineer in electronic file format suitable for I the City's use and approved by the City Engineer, prior to the issuance of the final Certificate of Occupancy. c. A completed tie card, a blank copy (available at the Engineering Department) and a certification signed and stamped by the design engineer, stating that the work was completed in substantial compliance with the design drawing must be submitted to the City Engineer prior to the issuance of the final Certificate of Occupancy; as well as, any subsequent requirements by the City Engineer. 14.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. 15.Flood Plain Mitigation a. Due to the property being located in a FEMA designated 100 year flood zone the following actions shall be undertaken by the applicant to mitigate the effect of any potential flooding: i. Installation of three infiltration systems for the capture and controlled drainage of storm water on the property; ii. Removal of basement windows and replacement with solid fill material; iii. Location of heating and air conditioning mechanical in living units and roof which are all located above the flood plain elevation; iv. Location of incoming electrical panel on second floor of structure; V. Creation of separate electrical circuit for any basement electrical lighting and GFI plugs; vi. Installation of a new water line to street main; rye } vii. Video inspection of sewer line to street main and replacement if required by the City Engineer; and viii. Reconstruction of rear exit stairs to rear of lot which is above the flood plain elevation. 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 Special Permit 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. C Ben J.Anderson Chairman i End i n�eR Ccm roa is )bpi, i(aAk4sk P fit 1,W A Proposed Condition Flood Plain Miti ag tion Due to the property being located in a FEMA designated 100 year flood zone the following actions shall be undertaken by the applicant to mitigate the effect of any potential flooding: (a) Installation of three infiltration systems for the capture and controlled drainage of storm water on the property; (b) removal of basement windows and replacement with solid fill material; (c) location of heating and air conditioning mechanical in living units and roof which are all located above the flood plain elevation; (d) location of incoming electrical panel on second floor of structure; (e) creation of separate electrical circuit for any basement electrical lighting and GFI plugs; (f) installation of a new water line to street main; (g)video inspection of sewer line to street main and replacement if required by City Engineer; and (h) reconstruction of rear exit stairs to rear of lot which is above flood plain elevation. CIVIL ENVIRONMENTAL CONSULTANTS LLC ENGINEERS AND LAND SURVEYORS ----------------------------------------------------------------------- 8 Oak Street Peabody, MA 01960 Phone (978) 531-1191 Fax (978) 531-5501 ceclandsurvev@comcast.net November 29,2016 Re: 93-95 Canal Street, Salem,MA Supplementary Flood Plain Memo In supplement to my previously submitted opinion letter dated November 3,2016 are my following opinions: 1. There is adequate convenience and safety of vehicular and pedestrian movement in the event of over spill from water bodies or high runoff. 2. Utilities will be located and constructed to ensure safety in the event of flooding, as provided in the submitted plans. 3. The finished first floor elevation is 4.9 feet(elev 14.4)above the ground elevation in the front and 3.4 feet above the 100 year storm elevation of 11 feet. The finished first floor elevation is 1.8 feet(elev 13.4) above the ground elevation in the rear and 2.4 feet above the 100 year storm elevation of 11 feet 4. The existing foundation walls will be resistant to flooding once the applicant replaces basement windows with adequate solid materials. 5. No HVAC equipment will be located on ground level—all will be located on the roof. 6. In my opinion oil and gas separators are not necessary for this site. Kenneth Bouffard • CIVIL ENVIRONMENTAL CONSULTANTS LLC ENGINEERS AND LAND SURVEYORS ----------------------------------------------------------------------- 8 Oak Street Peabody, MA 01960 Phone(978) 531-1191 Fax(978)531-5501 ceclandsurvey@comeast.net November 3, 2016 Mr. David Dibenedetto Curtis Dibenedetto Architects 23 Shore Road Winchester, MA RE: 93-95 Canal Street Salem MA Flooding Memo With respect to the possibility of flooding, access and depth of water on site from • the FEMA Flood Elevation set for this area at elevation 11.0. We offer the following. Elevations at the front of the building at the above referenced site are about 9.5-9.8 feet. The elevation at the rear of the building are 11.1-11.9 feet. Therefore, a potential storm 100 and greater would have water depths in front about 1.5 in depth and there would be no water in the rear or at the first floor of the building which is at elevation of 11.6+. The elevation along Canal Street varies but is at about elevation 10.0. Thus there would be about 1.5 of water on Canal Street during the 100 year storm. Although difficult, even though it would seem unlikely vehicles would be out during a 100 year storm event, the vehicles could drive along Canal Street to access the building and the rear of the building accessed by foot traffic where there is no water. If you have any questions please feel free to call this office. Sincerely, Kenneth J. Bouffard • • C 1 T • ANDERSEN DOUBLE HUNG WINDOW E-SERIES DHG3050 • t Andersen® E-Series Double-Hung Window Sizes 1'8'/i TO'h' 2.4'/0 2'61x" 2'8 110 3'01x'1 3'27x' 3'4'/z 3'81x' 4'01x° PO' 1'8" 2'O" 2'4' 2'6" 2'a' h 3'0' 3'2' 3'4' T 8' 4.0' o nLiu DHG1830 DHG2030 DHG2430 DHG2630 DHG2830 DHG3030 DHG3230 DHGM30 D14GM30 DHGL834 DHG2034 DHG24M DHG2634 OHG2834 'DHG3034 DHG3234 OH133434 DHG3834 o v DHG1840 DHG2040 DHG2440 DHGM,10 DHG2840 DHG3040 DH=,10 DHG3440 DHG3840 DHGM40 ILIJI IEELF Ij IFFT-11 IFFT-11 I I I 1 11 111 11 o DHG1846 DHG2046 DHG2446 DHG2646 DHG2646 DHG3046 DHGM is DHG3446 DHG3846 DHG4046 < in v Ll LLE LA LW Ua W=1 LL�ij DHG1849 DHG2049 DHG24l9 DHG2649 DHG2849 DM3049 DHGM49 DHG3449 DHG3849 OHG4049 rm u rm rm If DHG1850 DHG2050 DHG2450 DHG2650 DHG2850 E DHG3250 DHG3450 DHG3850 DHG40W N P M H rM rM rM rM 1EE11 H 117113 ER HI 11111 1111111 DHG1851 DHG2051 DH62451 DHG2651 DHGM51 DHG3051 DHG3251t DHGM51T DHG3851f DHG4051t 1 NOTES Multiple DoublaHung Combinations i These units meet or exceed the following dimensions: Clear Opening Area 5.7 sq.ft.,Clear Opening Width 20", 1 2-Wide 3-Wlde Clear Opening Height 24"and 44"maximum floor to sill height(with standard 6'10-1/2"structural header height). See your local code official for requirements in your area. ED Units may be ordered with sash lifts if desired.Units 3'0" and wider will use two sash lifts. If glass is positioned within 18'of the finished floor,safety/ tempered glass may be required.Loral codes may differ. Verify tempered glass requirements with your local building FrameUnit mmijRouFrame Single dt Rough Frame code official. Frame Width O ni Width Witlth Frame Witlih O ni WiMh Width 11-8' 3'11/2' 3'1" 1'-8' 5'-012' 6-0' Use structural mullions when necessary or required by code. 21-0" 4'-o 1/2' 4'-0' 2'-D° 1-0 12" 61-0' The light patterns illustrated apply to rectangular removable 2'1' 4'81/2' 4'-8" 2'-4' ]'-012' T-0' wood grilles.Modem Divided Lights,Classic Divided Lights, 21-6' 5=0 12" 5i 0* 2'-6' ]'-612' 7-0' Deco 100,150 and 400 and between-glass grilles.All 5'11/2" 511' 2'-8' 8'-012' e'-0" removable wood grilles will be installed in the units unless 3'-0" 9'-012' 91-W Otherwise Specified. T-2' 6112' 6'-4' VT T-612' TFor a metric conversion in millimeters,multiply dimensions in T-4" 6'-812" 6'-8' 3'1' 10'-01/2' 101-0" inches by 25.4. 3•-8' T11/2- 7'4' 3'-8' 11•-012° 11•-0' FORMULA FOR COMBINATION WINDOWS 4'-0' 8'-012' VT 4•-0" 12w 12' 12'-0" The overall frame dimension(both width and height)is equal to the sum of the individual unit frame dimensions plus mull dimension(s). The overall rough opening(both width and height)is equal to the overall frame dimensions plus 1/4"on all sides. ADDITIONAL CUSTOM SIZES ARE AVAILABLE.CONTACT YOUR LOCAL OEALER FOR MORE INFORMATION.DRAWINGS ARE NOT TO SCALE. E-SERIES DOUBLE HUNG VERTICAL FACTORY MULLS �� r2' T, 5/16' i , 13/16' 7 1141 /16' 7 9/16' ZERO MULL I 1/2"MULL 2 1/42 1/2' • qp 1/16` 5/16"'6 q/qC 3/4" MULL 1" MULL 31/2' 5 + 29/32' t 325/32- 91/16- 25/32'91/16' 10 9/16' • 2" MULL 3 1/2" MULL DWG: AD3308 Page: 01 of 05 wixnowa.co an6 PDF rse not to scale. 9 9 P n ersenm Andersen reserves the right to change the specifications without notice. W_ rkDESCRIPTION Luma III The patented Lumark Crosstour"' LED Wall Pack Series of luminaries provides an architectural style withSuperbright,energy efficient LEDs. • The low-profile,rugged die-cast aluminum construction,universal back box,stainless steel hardware along with a sealed,and gasketed optical compartment make the Crosstour impervious to contaminants.The Crosstour wall luminaire is ideal for wall/surface,inverted mount for r fayade/canopy illumination,post/bollard,site lighting,floodlight and.low level pathway illumination including..stairs.Typical.applications include building entrances,multi-use facilities,apartment buildings,institutions, schools,stairways and loading docks test. SPECIFICATION FEATURES Construction Optical light output after 72,000.hours Slim,:low-prcifile LED design Silicone sealed optical LED of operation.Three 13)half-inch with rugged one-piece,die-cast chamber incorporates a•custom NPT threxded.conduitertry points aluminum:hinged removable door engineered:mirrored anodized allowfocthru-branch wiring.Back and back box..Matching.housing reflector providinghigh-efficiencyboxis anauthorizedelectrical p styles incorporate both a small and illumination.Optical assembly wiring compartment.Integral LED large design.The small housing. -includes impact-resistant electronic driver incorporates surge is available in 7W and 18W. The tempered glass and meets IESNA protection.120-277V 50/6014z or large housing is available in the requirements for.full cutoff 347V 60Hz models. 26W model.Patent pending secure compliance.Solid state LED look hinge_feature allows for Crosstourluminaries are thermally 'Finish _ safe and easy tool-less electrical optimized with five.(%lumen. Crosstour is protected with a connections with the supplied packages in cool 5000K or neutral Super durable TGIC carbon push-in connectors.Back box. -warm 3500K LED color temperature bronze or summit white polyester - includes three(3)half-inch,NPT (CCT). powder coat paint Super durable XTOR threaded conduit entry points.The TGIC powder coat paint finishes CRQSSTOUR. LED universal back box supports both Electrical. withstand extreme climate the small and:largeforms and LED driver is mounted to the conditions while providing optimal mounts.to standard 3-1/2"to 4" die-cast housing for optimalheat Color:and.gims retention of the round.and octagonal,4'square, .sinking.LED thermal management installed life. single gang and masonry junctionsystem incorporates.both. APPLICATIONS: boxes.Key hole gasket allows conduction and natural convection Warranty WALL/SURFACE for adaptation to junction box or to transfer heat rapidly away Five-year warranty. POST/BOLLARD wall.External fin design extracts from the LED source.7W models LOW LEVEL • heat.from the fixture surface.One- operate in-407C to 40°C[-40"F FLOODLIGHT piece silicone gasket seals door to 104F).1S and 26W models INVERTED and back box.Minimum 5'wide operate in-00'C to 40-C:[-WF-to SITE LIGHTING pole for site lighting application. 1WFf..High ambient.50'C models Not recommended for car wash available.Crosstour luminaires applications. maintain greater than 90%of initial DIMENSIONS 'ESCUTCHEON PLATES I 6-3/4"h mm] 26W 8'[203mm1 10' 1 0 , 1254.m1 ' CERTIFICATION DATA UL/cUL Wet Location Listed �17-1,W 1445mm] I LM79/.LMg0Complient ROHS Compliant 'ADA Compliant NOM Compliant Models TN&"W TY S 16W IPea ingressed'Proteccion Rated 5-&4'[146mm1 3-W'Wrenn] -Tre,24 Compliant 29W 26W -DesignLigh%Consortium®Qualified' 65/8"1t6amml a-1102mm] TECHNICAL DATA 171/1" 4 C Maximum Ambient Temperature 1445mm] External Supply Wring W-C Minimum EPA Effective Projected Area(Sq.Fri: xTORWXT0g2A).34 %TOIUA-0A5 . oSHIPPING DATA: 10"i254mm1 J Approximate Net Wright 3.7-5.2516x.11.7-2.4 kgs.l F^ \4 efil TD514013EN Powe,Sieinesskbdl a `..designl,gre.org 2015-05-2911:34:51 W- XTOR CROSSTOUR LEO LUMEN MAINTENANCE LUMENS-CRI/CCT TABLE TM-Mtimima LID Adontragen XTORIA XTOfQA %TONAN XTD83A XTOR3AN' Ambient Theoretical L70 • Temperabrre 1]2,000�Hontursl (Hours) Delivered Lumens 722 1,633 1,523 2,804 2,284 (Wall Mount) XTORIA Model Delivered lumens 25°C >92% >290,000 With Flood 468 1,060 978 2,168 1,738 Accessory Kit)' 40°C >92% >29D,000 B.U.G.Ratirg• 00-UO-030 B/-UO-GO 81-U0-(i0 BI-UO-CO BI-UG-GO 50°C >91% >270,000 OCT S,tgO 5,000 3,500 5,000 3,500 XTOR2A Model (Kelvin) 25°C '91% >270,000 CRI 65 65 70 65 70 40°C >90% >260000 (Color Rendering Ind .1 50°C >88% >225,000Power Consumption 7W 18VV 18W 26W 26W (Watts) XTOMA Model NOi¢g 1lnciu4a ahieR and visor.2 au.G.))wine does roc me".noediigming. 25°C .91% >2130,000 40°C >91% >270,000 501.0 >89% >240,000 CURRENT DRAW Modal Sedes Volbge XTOR1A XTORIIA. XTOR3A 120V 0.05A 0.15A 0.22A 208V 0.03A 0.08A OAA 240V 0.03A 0.07A- 0.11A 277V 0.03A 0.0ftA 0.10A 347V 0.025A 0.068A - 0.082A ORDERING INFORMATION. • Sample Number:XTORM-N-WT-M Sedes' LEDKeMn Calor Housing Col. Opgees(Add as Suffix) Accessories(Order Separately) - XTOR1A=Small Door,N/ DWnk"nght White DNaNrl=arbor Brortm PCt=Photocontrol 120V a WGIXTOR=Wire Guards XTOR2A-Small Door,18W (Standard)SODOK (Standard) PC2=Photocontrol 208-277V s4 )(TOIP hC=Knuckle Floodlight Kit? XTOR3A3ma11 Door,26W - N--Neural Warm White, WT=Summft While 347V-4TVa XTORR:D-TRN=Trunnlon'Floodlight Kit 350OKa HA-5T High AmbientXTORFED-KNGWT=Knuckle Floodlight ME Summit LLWhile 7 XTORFIU-TRN-WT=Tmmtion Floodlight Kit.Summit White 7 EWPMTOR=Es heon Wall Plate,Carbon Bcorthe EWNXTOB-WT=Escutcheon Wall Plate,Summit White NOMS:1 Oesipnli9hb LoreonluM'OuaGfle4.Refer to xww.drspNlghu.,Gualified Redacts lar under FeMM Nodels for details 2=016 .a enable In 350e1c 2Plmfomntr.b ere fffiory iwul-L 40rder PC1 for 34W mode..5ThruLrench wirlog notavailable Wath M.01.n or with WV.a Wire guaro for waWumoe runt Not for use w floodlgm Wt eaeasor,7 hoodigm Ut atceesory urneied with bmdfe 1K 1o trunnion (iliN)Mss,small and lagetop wlwrc aiW eme9 aMlarge ImpaRaM1ielda. STOCK ORDERING INFORMATION 7W Sales 18W Sedes 26W S.W. XTORIA=]W,5000K,Carbon Brom. XTOR2 -I W,5DOOK Carbon Brome XTOR3A=26W,5000K,Carbon Brenta XTORIA-WT=TV,WWK SummitWhite XTOR2A-N=18W,35 WK Carbon Bronco XTOR3A-N=26W,3500K Carbon B.. XTDMA-PCI=7W 5000K,12DV PC,Carbon Brome XTDR2A-WT=16W Summit Whit. XTOR3 WT=26W,SummitW1,m, XTOR2A-PCI=18W 120V PC.Carbon Bronco XTORM-PC1=2SW 120V PC,Carbon Brenta 5-DAY QUICK SNIP ORDERING INFORMATION TW Series 18W Sedes 26W Series XTORIA-WTPCI=7W SOOOIC Summit White,I MPC XTORM-PC2=18W,600010208-27M PC,Carbon Bronco XTOFQA-PC2=26W,5NK 208-277V PC,Carbon Brenta XTOR2A-WT-PC1=18W.WOOK Summit Whim,120V PC XT0R3A-WTPCI=26W 5000K S.Dmu White,120V PC XTOR2A-WT-0C2=18W 5000K,Summit White,208-2]]V PC X70113A-WT-PC2-2M,,5000K Summit White,202-27W PC XT0R2A-N-W7=18W,350UK Summit White XTDR3A-N-WT=26W,3500K,Summit White XTOR2 -WPC1=18W,3500K 120V PC,Carbon Brome XTOR3A-N-PC1=26W,35001.120V PC,Carbon Brenta XTOR2A-N-PC2=18tH,3500K.208-2T PC.Carbon Bronco XTOR -N-PC2-2 ,,3500K 208-VW PC,Carbon Bronze • XT0R2A-N-WHT-PC1=1SW 3500K,Summit White,IWV PC XT0R3A-N-WHTPCT=26W 3500K,Summit Whim,120V PC XT0R2A-N-VJFPC2=18W,3 OK.Summit White,208-27N PC Xr0R3A-N-WT-PC2=26W.3500K Summit White,208-277V PC Eaton 1121 Rghwa,74 South Fewo eoga3or.9 ocecf�rs5.n P77046 �on,o TD514013EN Powering Buvnao NbdMnPa wvmreamn.cortylighun9 long.wmM1wtnotiae. 201545-2911:34:51 q3-9 5 canal (�{qm-Avv SpeCS r �IUrtC CIVIL ENVIRONMENTAL CONSULTANTS LLC ENGINEERS AND LAND SURVEYORS ----------------------------------------------------------------------- 8 Oak Street Peabody, MA 01960 Phone (978) 531-1191 Fax(978) 531-5501 ceciandsurvey@comcast.net November 3, 2016 Mr. David Dibenedetto Curtis Dibenedetto Architects 23 Shore Road Winchester, MA RE: 93-95 Canal Street Salem MA Flooding Memo With respect to the possibility of flooding, access and depth of water on site from the FEMA Flood Elevation set for this area at elevation 11.0. We offer the following. Elevations at the front of the building at the above referenced site are about 9.5-9.8 feet. The elevation at the rear of the building are 11.1-11.9 feet. Therefore, a potential storm 100 and greater would have water depths in front about 1.5 in depth and there would be no water in the rear or at the first floor of the building which is at elevation of 11.6+. The elevation along Canal Street varies but is at about elevation 10.0. Thus there would be about 1.5 of water on Canal Street during the 100 year storm. Although difficult, even though it would seem unlikely vehicles would be out during a 100 year storm event, the vehicles could drive along Canal Street to access the building and the rear of the building accessed by foot traffic where there is no water. If you have any questions please feel free to call this office. Sincerely, Kenneth J. Bouffard Acro 1 ANDERSEN DOUBLE HUNG WINDOW E-SERIES DHG3050 Andersen® E-Series Double Hung Window Sizes 1'8'h' 2'01/0 2'41& 2'6'h" 2_ TC'=/2" 3'2'h" 3'444 T8'h' WO 110 118, 2'0" 2'4" 2'6" 2'8" 310. 3'2' 3'4' 3-8- 4'0" O' El El IFE91 LLD EEER ^ � \ m m DH0 DHG2030 DHG2430 DHG2630 DHG2830 DHG3030 OH® DH® DHG3830 IrPL-111 [A P S/\] DHG1834 DHG2034 DHG2434 DHG2634 D14G2834 DHG3034 DHG3234 OHG3434 DHG3834 LLLUo e DHG1840 DHG2040 DHG2d4O OHG2640 DHG2840 DHG3040 DHG3240 DHOU40 DHG310 DHG4040 DHG1846 DHG2046 DHG2446 DHG2646 DHG2846 DHG3046 DHG3246 DHG3446 DHG3846 DHG4046 EL11 H It MI ILL111 I I I I I I o <. DHG1849 DHG2049 DHG2449 DHG2649 DHG2849 DHG3069 DHG3249 DHG3449 DHG3a49 DHG4049 7—] o . DHG185O DH02050 DHG2450 DHG2650 DHG2850 [RDHG1DHG3250 DHG3450 DHG3850 DHG4050 P P [71, P H P H rEr.] 19 19 DHG1851 DHG2051 DHG2451 DHG2651 DHG2851 DHG3051 01-103251t OHG3451t DHG38511 DHG4051t NOTES t These units meet or exceed the following dimensions: Clear Opening Area 5.7 sq.ft.,Clear Opening Width 20", 2-Wide 3-Wide Clear Opening Height 24"and 44"maximum floor to sill height(With standard 6'161/2"structural header height). See your local code official for requirements in your area. Units may be ordered with sash lifts if desired.Units 3'0" and wider will use two sash lifts. If glass is positioned within 18"of the finished floor,safety/ tempered glass may be required.Local codes may differ. Single Unit Rough Frame Single Unit Rough frame Verify tempered glass requirements with your local building Frame Width Opening Width Width Frame Width Opening Width Width code Official. 1`-8' 3'412' 3'4' 1'-r 5'-0 t • 51p Use structural mullions when necessary or required by code. 2-0' 4'-01/2' 4'-0" 2'-0" '-0112" 6'-0* The light patterns illustrated apply to rectangular removable 214" 4'-81/2" 4'-8" 2'-4' T-01/2" 7'-0" wood grilles,Modem Divided Lights,Classic Divided Lights, 2'-6" 5'-01m" 51,)' 2'-6" 7-6112- 1-6" Deco 100,150 and 400 and between-glass grilles.All 2'-8' 5'412" 5'-4" 2'-6' 8'-0 1/2' e'-0' removable wood grilles will be Installed in the units unless T-0' E0 1/2' 6'-0" 3'-0" T-01/2' g•-0• otherwise specified. 3'-2' 6'41m' 6'4' '-2' 9'b 12' 9'S For a metric coma cion in millimeters,multiply dimensions in 3'4' 6'-81/2' 6'-8' 3'4' 10-012' 1!1-00 inches by 25.4. 3'-8" T-412" T-d' T-8" 11'-01/2" 11'-0' FORMULA FOR COMBINATION WINDOWS 4--g- 8'-0 1/2' 8'-0' d-0" 12w 12' 12'-0' The overall frame dimension(both width and height)is equal to the sum of the individual unit frame dimensions plus mull dimension(s). The overall rough opening(both width and height)is equal to the overall frame dimensions plus 1/4"on all sides. ADDITIONAL CUSTOM SIZES ARE AVAILABLE.CONTACT YOUR LOCAL DEALER FOR MORE INFORMATION.DRAWINGS ARE NOT TO SCALE. E-SERIES DOUBLE HUNG VERTICAL FACTORY MULLS rl 5/16• + + 13/16' 7 1/16' 7 9/16' ZERO MULL 1/2" MULL Z1/4 , ZY�� 11/16' 1 5/16' �:�:-r3fas� a:a/A6• a 3/4" MULL 1" MULL 3 1/2' S• + 2 9/32• 1 3 25/32• 9 1/16• 10 9/16• 2" MULL 3 1/2" MULL DWG: 'AD33'08 Page: ' 0t of 95 PDF As not to scale. D0W8•D00R5 n ersenWIN Andersen reserves the right to change the specifications without notice. ® . Lumark DESCRIPTION The patented Lumark Crosstour"' LED Wall Pack Series of luminaries provides an architectural style withsuperbright,energy efficient LEDs. The low-profile,rugged die-cast aluminum construction,universal back box,stainless steel hardware along with a sealed:and gasketed optical compartment make the Crosstour impervious to contaminants.The Crosstour wall luminaire is ideal for wall/surface,inverted mount for a fayade/canopyillumination,post/bollard,site lighting,floodlight and low level pathway illumination including,stairs.Typicalapplications include building entrances,multi-use facilities,apartment buildings,institutions, schools,stairways and loading docks test. . . SPECIFICATION FEATURES Construction Optical light.output after 72,000.hours Slim,low-profile LED design Silicone sealed optical LED of operation.Three(3)half-inch with rugged one-piece,die-cast chamber incorporates a-custom NPT threaded conduit entry points � -aluminumhinged removable door engineered mirrored anodized .allow for thru-branch wiring.Back and back box..Matching,housing. reflector providing;high-efficiencybox is an authorized.electrical. styles incorporate both a small and illumination.Optical assembly wiring compartment.Integral LED large design.The small housing_ -includes impact-resistant electronic driver incorporates surge is available in 7W and IOW. The tempered glass and meets IESNA protection.120-277.V 50/60Hz or large housing is available in the requirements for full cutoff 347V 6OHz models. 26W model.Patent pending secure compliance.Solid state LED lockhinge:feature allows for Crosstourluminaries are thermally -Finish ✓%ist safe and easy tool-less electrical optimized With five(5)lumen. Crosstour is protected With a .connections-with the supplied packages in cool 5000K or neutral Super durable TGIC carbon push-in connectors.Back box. warm 3500K LED color temperature bronze or summit white polyester includes three(3)half-inch,NPT (CCT). powder coat paint Super durable XTOR threaded conduit entry points.The TGIC powder coat paint finishesCRQSSTOUR. LED' universal back box supports both Electrical. withstand extreme climate the small and largeforms and LED driver mounted to the conditions while providing optimal mounts to standard 3-1/2"to 4" die-cast housing.for optimalheat color:and gloss retention of the roundand octagonal,4'square, sinking.LEDdhermal management installed life. single gang and masonry junction system incorporates.both. - - APPLICATIONS: boxes.Key hole gasket allows conduction and natural convection Warranty WALL/SURFACE for adaptation to junction box or to transfer heat rapidlyaway - Five-year warranty. POST/BOLLARD wall.External fin design extracts from the LED source.7W models LOW LEVEL heatfrom the fixture surface.One- operate in-40-C to 40°C,[-409F FLOODLIGHT piece silicone gasket seals door to 104°Fl.18W and 26W models INVERTED and back box.Minimum-5'wide operate in-40"C-to 40°C:[-40°F'to SITE LIGHTING pole for site lighting application. 104°9..High ambient WC models Not-recommended for car wash available.Crosstour luminaires applications. maintain greater than 90%of initial DIMENSIONS 'ESCUTCHEON PLATES - 6-&4°1171mm1 26W 9'1203mm] to- 1254.m] '- O ° CERTIFICATION DATA J ° UVcUL We Location Listed L 1]-1/2'f445mm1 l LM79/WN Compliant ROHS Compliant 'ADA Compliant OM pliant dels �7W&18W� LM&ISW IP661ngmmeaed'Protection Rated '53/4"[146mm] 3-50)"192mm] - Title 24 Compliant 26w 26W ,OesignLighn Consortium®Oualified- 6-6/a"11613mml 4°1102mm1 TECHNICAL DATA 171/2° 40°C Maximum Ambient Temperature 14a5mm] External Supply Wiring WC Minimum EPA Effective Projected Area(Sq.FQ: XTORIA/XT0R2A=0.34 XTOR7 ,45 SHIPPING DATA: 10.1254mm1Approximate Net Weight 3.7-5.25lbs.H]-2.4 kgs.) TD514013EN Pm WBusmen Rbdsn,de 4w .designlighmorg 2015-05-2911:34:51 %TOR CROSSTOUR LED LUMEN MAINTENANCE LUMENS-CRI/CCT TABLE Ambient TM 27 Lumen Thsoretieal LTO LIDblorllrsoas. XTORIA XTOFRA XFORZAN XTCM XTOR" Temperature (72 0600 Hours) (Hours) - Delivered Lumens yn 1,633 1,523 2,BOa 2266 (Wall Mount) XTORIA Model Delivered Lumens 25-C >92% >2g0,000 (With Flood 468 1,060 978 Z168 1,738 Aaessory 1(k) 40-C >92% >290,000 B.U.G.go ring• BOLO-GO 61-UO{a0 81-UO-GO Bt-11OD0 e1-U060 50-C >91% >270,000 OCT 5,000 5,000 3,500 51000 3,500 XTOR2A Model (Kelvin) 25-C >91% >270,000 CRI 65 65 TO 65 70 "-C >g(t% >2WWO (Color Rendering Index) Power Consumption Try 18W ISW 26W 26W WC >6e% >ns000 -IWabs) XTOM Model NOTES:1 induces shield and wane,2 B.U.G.Bering does net seek to BaodligMi�ry. 25-C '91% >280,000 Q-C '91% >270,000 50°.0 .89% >240p00 CURRENT DRAW Model Series Voltage XTORIA XTOR2A. XTORTA 120V 0.05A O.15A 0.22A 208V 0.03A 0.138A 0.13A 240V 0.03A 0.07A 0.11A 2TN 0.03A 0.1)6A 0.10A 347 0.025A 0.058A - 0.082A ORDERING INFORMATION. Sample Number.XTOR2A-N-WT-PCI Series' LED Kelvin Cobr Hpeabrg Calor OpGoru Ladd as Suffix) Areegodes(Order Separately) XTORIA-Small Door,7W (8hasaW-Bright White 191aakl�- rbon Brown PCI#howoontrof I2 WGIXTOR-Wen Guard' XTOR2A=Small Door,18W Simulated)5000K - (Standard) PG2-Pho1vxm1ro1208-277V" XTORRD-KNC=- uckle Floodlight Kit' XTO(OA-Small Door,26W - N=Neutral Warm While, WT=Sunenk White XTORFIU-TRN=Trunnion Floodlight Kit' 35001(' HA=dCWgItAmbient' XTORFC6KNC-Wr=KnucIde Floodlight Kit SummetWhim7 XTORRD-TRN-WT=Trunnion Floodlight Kit Summit White' EMPIXTOR=Escutcheon Well Plate,Carbon Fit. EWPIXTOR-WT=- scutchmm Wall Plate,Summit White NOnS:1 Deognti9hts ConaaNum°OuaiMad.Rafertoxvw.MgNgerearg Deadened Products list under Family ktodelefor drade,2xiult Aral avalaEle in 3500K 2PhotamMOls are laaory iemaael.40rda a for 347V models.STmu-bmneh wiring not available wind HA option or with WV.a Wire guyed furmilhodam rtwunt Not torose whh floodlgM 7 FbodrgM Nt accessory aopplind with FrwRk(KW)or trunnion DAN)base,small and largemo shms and amall and lame Impact ahieWs. STOCK ORDERING INFORMATION 7W Series 1SW Sellas -26W Sa des Mlll =7W,5000K,Carbon Became XTORIA=IBW,50001( Cmi an Bromn XTOR3A=26W.WEEK Carbon Be. XTOAIA-WT=7W,50001(Summh White XTOMA -18W.35WK Carton Bro ee XTOM-N=26W,35001(Carbon B.. XTORIA-PC1=7N,5000K,120V PC,Carbon Bronze XTDM-WT=1BW Summit White XTOR3A-WT=26W.SeemitWhite XTOR2A-PC•=1SW,120V PC,Carbon Bans XT0113A-PC1=26W 120V PC,Carbon Brome S-DAY QUICK SHIP ORDERING INFORMATION 7W Series 18W Sodas 2SN15edes XT0RIA-WT-PC1=]W 50001(Summit White,120V PC XTOM-PCZ=IBW SWOK 208-2M YC,Carbon Brous XTOR3A-PC2=26W,50001(200-27N PC,Carbon Bronze XTOR2 -WTPC1=181Y,SOOOK.Summit White,120V PC XTOM-WT-n1=26W,50001(Summh White,120V PC XT0M-W-PC2=18W,SGWK,SumnitWhke,208-2TN PC XTOR3A-WFPC2=26W WOOK SummilMite,20&27N PC XTOM-N-WT=ISW 3500K Summit White XTOR3A-N-WT=- M,3WOK Summit White XIOR2A-N-PCI=18W,3500K 120V PC,Carbon Brmrze XTOR3A-N-PC7=26W,3500K 120V PC,Carbon Bronze XIOM-N-PC2=18W,3WOK.Z 27N PC.Carbon Bronze XTOR3A-N-PC2=26W,3500K,208-2TN PC,Cm em,Bronze XTOM-N-WHTPCI=18W 3500K,Summit White,120V PC XTOR3A-N-WHTPC1=26W,3500K,Summit White,120V PC XT0M-N-WFPC2=1gW M)OK,SummitWhite,208-27N PC XTOR3A-N-WTPC2=26W 35001(SummitWhite,20 2nd PC Erten 1121 E�g*M P?dm0 Rowe,0Gn aot269 dp��eutwa e, TD514013EN Powering Business wimaeda —vaston.somarhung eange wdhan nmme. 2015-05-2911:34:51 DESCRIPTION Lumark The patented Lumark Crosstour T. MAXX LED Wall Pack Series of luminaries provides low-profile architectural style with super bright, energy-efficient LEDs.The rugged die-cast aluminum construction, back box with secure lock hinges,stainless steel hardware along with a sealed and gasketed optical compartment make Crosstour impervious to contaminants.The Crosstour MAXX wall luminaire is ideal for wall/ surface,inverted mount for facade/canopy illumination,perimeter and site lighting.Typical applications include pedestrian walkways,building entrances,multi-use facilities,industrial facilities,perimeter parking areas,storage facilities,institutions,schools and loading docks. SPECIFICATION FEATURES Construction forward throw.Solid state LED battery emergency egress includes sr. Low-profile LED design with Crosstour luminaries are thermally emergency operation test switch, rugged one-piece,die-cast optimized with two lumen an AC-ON indicator light and a aluminum back box and hinged packages in cool 5000K or neutral premium extended rated sealed removable door.Matching housing warm 3500K LED color temperature maintenance-free nickel-metal styles incorporate both a full cutoff (CCT). hydride battery pack.The separate and refractive lens design.Full emergency lighting LEDs are wired cutoff and refractive lens models Electrical to provide redundant emergency are available in 41W and 79W. LED driver is mounted to the lighting.Listed to UL Standard 924, Patent pending secure lock hinge die-cast aluminum housing Emergency Lighting. r feature allows for safe and easy for optimal heat sinking.LED tool-less electrical connections with thermal management system Area and Site Pole Mounting the supplied push-in connectors. incorporates both conduction and Optional extruded aluminum 6-1/2" Back box includes four 1/2" NPT natural convection to transfer arm features internal bolt guides threaded conduit entry points.The heat rapidly away from the LED for supplied twin support rods, back box is secured by four lag source.41W and 79W models allowing for easy positioning of the },z bolts(supplied by others).External operate in-40-C to 40'C[-40'F to fixture during installation to pole. fin design extracts heat from the 104°F].High ambient 50'C[122"F] Supplied with round plate adapter fixture surface.One-piece silicone models available.Crosstour MAXX plate.Optional tenon adapter fits gasket seals door and back box. luminaires maintain greater than 2-3/8"or 3-1/2"O.D.Tenon. "-'fw[5 Not recommended for car wash 90%of initial light output after applications. 72,000 hours of operation.Four Finish half-inch NPT threaded conduit Crosstour MAXX is protected with , Optical entry points allow for thru-branch a super TGIC carbon bronze or Silicone sealed optical LED wiring.Back box is an authorized summit white polyester powder chamber incorporates a custom electrical wiring compartment. coat paint.Super TGIC powder coat engineered reflector providing Integral LED electronic driver paint finishes withstand extreme high-efficiency illumination. incorporates surge protection. 120- climate conditions while providing Full cutoff models integrate an 277V 50/6OHz,480V 60Hz,or 347V optimal color and gloss retention XTOR impact-resistant molded refractive 60Hz electrical operation.480V is of the installed life. CROSSTOU R prism optical lens assembly compatible for use with 480V Wye meeting requirements for Dark systems only. Warranty MAXX LED Sky compliance.Refractive lens Five-year warranty. models incorporate a molded lens Emergency Egress assembly designed for maximum Optional integral cold weather APPLICATIONS: WALL/SURFACE DIMENSIONS INVERTED FULL CUTOFF DEEP BACK BOX REFRACTIVE LENS DEEP BACK BOX 51TE LIGHTING 1279mm] (279mm] . ® ® ® ® CERTIFICATION DATA UUcUL Wet Location Listed LM79/LM80 Compliant ROHS Compliant NOM Compliant Models 3G Vibration Tested � 8-314" 6-1/4" 7" L B-3/4" ] 7" 1222mm1� I159mm1 Lf178mm1 L-1222mm1J it 52mm7 1178mm1 P662Ratetletl lCBP Models) DesignLights Consortium'M Oualifietl" OPTIONAL POLE MOUNT ARM ARM DRILLING ESCUTCHEON PLATES TECHNICAL DATA TYPE"C" 40°C Ambient Temperature External Supply Wiring 90°C Minimum 2-5/8" 41/2 167mm] 3/4"119mml EPA [114mm] Dia.Hole 19-1/4" Effective Projected Area(Sq.Ft.): ® 3'I77mml [489mm) XTOR5A/XTOR9A=0.54 6 1/2" 1-1/2"(39mm] With Pole Mount Arm-0.98 [165mm1 (2)9/16"115mm) SHIPPING DATA: Dia,Holes Approximate Net Weight: �13-12"I343mm1 �19-1/4"1489mm1� 12-15 lbs.15.4-6.8 kgs.l F=,T*N TD514005EN Poxaine Business lyodMsde v .designlights.org 2016-01-1208:49:28 XTOR CHOSSTOUR MAXX LED POWER AND LUMENS BY FIXTURE MODEL LED Information XTORSA XTORSARL XTORSA-N XTORSARL-N Delivered Lumens 4,409 4,831 4,136 3,744 B.U.G.Rating B1-UO-GI 131-1,10-G2 Bl-U0-G1 B1-U0-G2 CCT 5000K 5000K 3500K 3WOK (Kelvin) CRI 65 65 70 70 (Color Rendering Index) Power Consumption 41W 41W 43W 42W (Watts) LED Information XTOR9A XTOMARL XTOR9A-N XTORSARL-N Delivered Lumens 7,079 7,367 6,468 6,036 B.U.G.Rating B1-UO-G1 B1-1J0-G2 B1-1J0-G1 B1-UO-G2 CCT 5000K 5000K 3500K 3500K (Kelvin( CRI 65 65 70 70 (Color Rendering Index) Power Consumption 79W 82W 79W 81W (Watts) EGRESS Information XTORSA and XTOR9A XTORSA and XTOR9A Full Cutoff CBP Egress LED Refractive Lens CBP Egress LED Delivered Lumens 509 468 B.U.G.Rating N.A. N.A. CCT 4000K 4000K (Kelvin) CRI 65 65 (Color Rendering Index) Power Consumption 18W 18W (Watts) CURRENT DRAW LUMEN MAINTENANCE Model Series TM-21 Ambient Lumen Theoretical L70 Voltage Temperature Maintenance (Hours) XTORSA XTOR9A XTORSA-CBP XTOR9A-GBP (72,000 Hours) (Fbdure/Battery) (Fixture/Battery) XTORSA Model 120V 0.35 0.67 0.60/0.25 0.92/0.25 25-C >92% >290,000 208V 0.20 0.39 -- -- 40°C >91% >290,000 74OV 0.18 0.34 -- -- 50-C >89% >250,000 XTOR9A Model 277V 0.15 0.29 0.36/0.21 0.50/0.21 25-C >91% >260,000 347V 0.14 0.26 -- -- Q-C >90% >230,000 480V 0.10 OAS -- __ 50'C >82% .130,000 Exton 1121 74 Sotnh =Y® PeaNtree C y GA 0269 Specifications and P:7]04864800 dimensions subiea m TD514005EN Po.dn98nsiaess Rbdd.de —Caton ConNighdng change without notice. 2016-01-1208:49:28 XTOR CROSSTOUR MAXX LED ORDERING INFORMATION Sample Number:XTOR5A-N-WT-PC1 Series` LED Kelvin Color Housing Color Options(Add as Suffix) Full Cutoff [Blank]=Bright White(Standard)5000K [Blank]=Carbon Bronze(Standard) 347V=a47V 1.3a XTOR5Ayl1W N=Neutral Warm White,3500K WT=Summit White 480Vy801/'3.5A7 XTOR9A=79W PC1=Photocontrol 120V Refractive Lens PC2=Photocontrol 208-277V•s XTOR5ARL=41 W DIMS-IOV Dimming Driver' XTOR9ARL=79W PMA=PoIe Mount Arm(C Drilling)with Round Adapter as HA=50-C High Ambient" MS-L20=Motion Sensor for ON/OFF Operation r3 a 11 MS/DIM-L20=Motion Sensor for Dimming Operation=B It n.rzn CBP=Cold Weather Battery Packs'1114 Accompanies(Order Separately) WG.XTORMX=Crosstour MAXX Wire Guard VA104&XX=2@120°Tenon Adapter for 3-1/2"O.D.Tenon 15 PB120V=Field Installed 120V Photocontrol VA1033-XX=Single Tenon Adapter for 2-3/8"O.D.Tenon a PB277V BUTTON PC=Field Installed 208-277V Phomcontrol• VA1034-XX=2@1800 Tenon Adapter for 2-318"O.D.Tenon 1• VA1040-XX=Single Tenon Adapter for 3-1/2"O.D.Tenon rx VA1035-XX=3@1200 Tenon Adapter for 2-3/8"OD.Tenon 15 VA1041-XX=2@1800 Tenon Adapter for 3-1/2"O.D.Tenon 1' VA1036-XX=4@900 Tenon Adapter for 2-318"O.D.Tenon 1• VA1012-XXL@1208 Tenon Adapter for 3-1/2"O.D.Tenon Is VA1037.XX-2@900 Tenon Adapter for 2-3/8"O.D.Tenon Is VA1043-XX�fii Tenon Adapter for 3-12"O.D.Tenon 15 VA1038-XXL@900 Tenon Adapter for 2-318"O.D.Tenon 1a VA1044-XX=2@908 Tenon Adapter for 3-12"O.D.Tenon Is VA1039-XX=2@1208 Tenon Adapter for 2-3/8"O.D.Tenon's VA1045-XX-3@908 Tenon Adapter for 3-1/2"O.D.Tenon's EWP7XTORMX=Escutcheon Wall Plate,Carbon Bronze EWP/XTORMX-Wr=Escutcheon Wall Plate,Summit White NOTES:1 DesignLights Conso pores Qualified.Refer to wwwuesignlights.org Qualified Products Last under Family Models for details.2 Not available with HA option.3 Deep back box is standard for 347V,4801 CBP,PMA, MS-1-20 and Ms1DIM 120.4 Customer is responsi bee for engineering analysis to wnNm pole and lours compatibility for all applications.Refer to ou r white paper WP513001 EN for additional support information.5 Not available with CRP option.6 Thru-branch wiring not available with HA option or with 347V.7 Only for use with 480V Wye systems.Per NEC,not for use with ungrounded systems,impedance grounded ry9ems or corner grounded systems Icommonay known as Three Phase Three Wire Delia,Three Phase High Leg Delta and Three Phase Corner Grounded Delta systems).8 Not available with MS L20 and MSMIM L20 options.9 Use PC2 with m7V or 460V option for photoControl.Factory wired to 208 277V lead.10 For use in downaight orientation any.Optimal mverage at mounting latrines of 9'-20,11120V or 277V only.13 Factory set to W%power reduction atter 15 minutes of inactivity.Dimming driver included.13 Includes integral photo sensor.14 Operating temperatures 20-C to 25°C.15 Replace M with CB for carbon bronze or WT for summit white. STOCK ORDERING INFORMATION 41 W Series 79W Series Full Cutoff XTOR5AAIW 5000K,Carbon Bronze XTOR9A=79W,5000K,Carbon Bronze XTOR5A-Pi W.5000K,120V PC,Carbon Bronze XTOR9A-PC1=79W 5000K,120V PC,Carbon Bronze XTOR5A-WT=41 W,5000K,Summit White XTOR9A-WT=79W,5000K,Summit White XTOR5A-N=41 W,3500r Carbon Bronze XTOR9A-PC2=79W,5000K,208-277V PC,Carbon Bronze XTOR9A-480V=79W,5000K,480V,Carbon Bronze XTOR9A-PMA=79W,5000K,Pole Mount Arm,Carbon Bronze Refractive Lens XTOR5ARL=41 W 5000K,Refractive Lens,Carbon Bronze XTOR9ARL=79W 5000K,Refractive Lens,Carbon Bronze XTOR5ARL-PC1�1 W,5000K Refractive Lens,120V PC,Carbon Bronze XTOR9ARL-PC1=79W,5000K,Refractive Lens,120V PC,Carbon Bronze XTOR5ARL-WT=41W,5000K,Refractive Lens,Summit White XTOR9ARL-W7=79W,5000K Refractive Lens,Summit W hits XT085ARL Nell W,3509K Refractive Lens,Carbon Bronze XTOR9ARL PC2=79W 5000K,Refractive Lens,208-277V PC,Carbon Bronze XTOR9ARLABOV=79W,5000K,Refractive Lens,48OV,Carbon Bronze XTOR9ARLPMA=79W,5000K Refractive Lens,Pole Mount Arm,Carbon Bronze 5-DAV QUICK SHIP ORDERING INFORMATION 41 W Series 79W Series Full Cutoff XTOR5A-CBP-01 W 5000K,Carbon Bronze,Cold Weather Battery Pack XTORM CBP=79W 5000K,Carbon Bronze,Cold Weather Battery Pack XTOR5A-480V=41W,5000K Carbon Bronze,480V XTOR9A-N=79W,3500K,Carbon Bronze XTOR5A-Pi 5000K,Carbon Bronze,208-277V PC Refrective Lens XTOR5AR1cPC2-k11 W,Refractive Lens,5000K,Carbon Bronze,208-277V PC XTOR9ARLCBP=79W Refractive Lens,5000K,Carbon Bronze,Cold Weather Battery Pack XTOR5ARLCBP�1 W,Refractive Lens,5000K,Carbon Bronze,Cold Weather Battery Park XTOR9ARLN=79W,Refractive Lens,350DK,Carbon Bronze XTOR5ARL48OV=41W Refractive Lens,5DOOK,Carbon Bronze,480V Eaton 1121 Highwer,74 Sorch E-T•N Presentee 7&48ELBDOA 0269 dimensionsns and tubes,to TD514005EN Rrrrzrinp8eschads Worfdsids www.aaton com4lghtang change without nonce. 2016-01-1208:49:28 6/14/2016 ELK Lighting ' WELK0001 LICBHTIN© CREATIVITY- Search by Keyword or Item# HOME PRODUCTS CATALOG STORE LOCATOR SHOWROOMS NEWS ABOUT US CONTACT US LOGIN CATEGORY OUTDOOR BRISTOL 5215-C ARTISTIC LTG-Wall Lantern,Charcoal,Beveled Glass CATALOG: 3003 PAGE: 663 ITEM HEIGHT: 22 ITEM WIDTH: 8 ITEM EXTENSION: 10 ITEM WEIGHT: 14 BULB#: 2 BULB TYPE: 60 watt C / GLASS FINISH: Clear Bevel ITEM COLLECTION: Bristol .1 ITEM TYPE: Outdoor Wall FINISH CAPTION: Charcoal View Large Image SEE OUR OTHER HOME FURNMNINO BRANDS n� ®ELK DIMONDHOME I stehliru� I BUILDOMASTER LIGHTING CREATIVITY" httpJtwww.elklighfing.com/eSourcetARTISTIC LTG-Wall–Lardern—Charcoal—Beveled–Gimsfi-0-0–/Elk 5215-C.aspx 1/1 DESCRIPTION Lu ma rk The patented Lumark Crosstour T" LED Wall Pack Series of luminaries provides an architectural style with super bright,energy efficient LEDs. The low-profile,rugged die-cast aluminum construction,universal back box,stainless steel hardware along with a sealed and gasketed optical compartment make the Crosstour impervious to contaminants.The Crosstour wall luminaire is ideal for wall/surface,inverted mount for ' fagade/canopy illumination,post/bollard,site lighting,floodlight and low level pathway illumination including stairs.Typical applications include building entrances,multi-use facilities,apartment buildings,institutions, schools,stairways and loading docks test. SPECIFICATION FEATURES Construction Optical light output after 72,000 hours Slim,low-profile LED design Silicone sealed optical LED of operation.Three(3)half-inch with rugged one-piece,die-cast chamber incorporates a custom NPT threaded conduit entry points aluminum hinged removable door engineered mirrored anodized allow for thru-branch wiring.Back and back box.Matching housing reflector providing high-efficiency box is an authorized electrical styles incorporate both a small and illumination.Optical assembly wiring compartment.Integral LED large design.The small housing includes impact-resistant electronic driver incorporates surge is available in 7W and 18W. The tempered glass and meets IESNA protection.120-277V 50/6OHz or large housing is available in the requirements for full cutoff 347V 60Hz models. 26W model.Patent pending secure compliance.Solid state LED lock hinge feature allows for Crosstour luminaries are thermally Finish safe and easy tool-less electrical optimized with five(5)lumen Crosstour is protected with a connections with the supplied packages in cool 5000K or neutral Super durable TGIC carbon push-in connectors. Back box warm 3500K LED color temperature bronze or summit white polyester includes three(3)half-inch,NPT (CCT). powder coat paint.Super durable - XTOR threaded conduit entry points.The TGIC powder coat paint finishes CROSSTOUR LED universal back box supports both Electrical withstand extreme climate the small and large forms and LED driver is mounted to the conditions while providing optimal mounts to standard 3-1/2"to 4" die-cast housing for optimal heat color and gloss retention of the round and octagonal,4"square, sinking.LED thermal management installed life. single gang and masonry junction system incorporates both APPLICATIONS: boxes.Key hole gasket allows conduction and natural convection Warranty WALL/SURFACE for adaptation to junction box or to transfer heat rapidly away Five-year warranty. POST/BOLLARD wall.External fin design extracts from the LED source.7W models LOW LEVEL heat from the fixture surface.One- operate in-40°C to 40'C[-40'F FLOODLIGHT piece silicone gasket seals door to 104°F]. 18W and 26W models INVERTED and back box.Minimum 5"wide operate in-40°C to 40°C[-40°F to SITE LIGHTING pole for site lighting application. 104°F].High ambient 50°C models Not recommended for car wash available.Crosstour luminaires applications. maintain greater than 90%of initial DIMENSIONS ESCUTCHEON PLATES 7W� o 6-3/4'I171mm1 26W 8"[203mm] 10" 1254mm] iea1� O CERTIFICATION DATA I UUcUL Wet Location Listed L 17-1/2"[445mm]J LM79/LM80 Compliant ROHS Compliant ADA Compliant NOM Compliant Models 7W&18W L m&18W IP661ngressed Protection Rated F3/4"[146mm] 3-5/8"192mml Title 24 Compliant 26W 26W DesignLights Consortium@ Qualified' 6-5/8"[168mm] 4'[102mm1 TECHNICAL DATA 171/2, 40-C Maximum Ambient Temperature 1445mm] External Supply Wiring 90°C Minimum EPA Effective Projected Area Sq.Ft): XTORIA/XT0112A=0.34 XTORM�.45 SHIPPING DATA: L—10"[2Mmm)—J Approximate Net Weight: 3.7-5.25 lbs.h.7-2.4 kgs.l E_T*N TD514013EN ibaenng Business Hbddwide w .designlighteorg 2015-05-29 11:34:51 XTOR CROSSTOUR LED LUMEN MAINTENANCE LUMENS - CRI/CCT TABLE Ambient TM-21 Lumen Theoretical L70 LED Information XTORIA XTORM XTORZA-N XTOR3A XTOR3A-N Temperature Maintenance p (72,000 Hours) (Hours) Delivered Lumens 722 1,633 1,523 2,804 2,294 (Wall Mount) XTORIA Model Delivered Lumens 25-C >92% >290,000 (With Flood 468 1,060 978 2,168 1,738 Accessory Kit)' 40°C >92% >290,000 B.U.G.Rating z BO-UO-GO B1-UO-GO Bi-UO-GO Bt-UO-GO B1-UO-GO 50°C >91% >270,000 CCT XTOR2A Model 1Ke1vin) 5,000 5,000 3,500 5,000 3,500 25°C >91% >270,000 CRI 40°C >90% >260,000 (Color Rendering Index) 65 65 70 65 70 50-C >88% >225,000 Power Consumption 7W 18W 18W 26W 26W (Watts) XTOR3A Model NOTES:1 Includes shield and visor 2 B.U.G.Hating does not apply to floodlighting. 25°C >91% >280,000 40°C '91% >270,000 50-C >89% >240,000 CURRENT DRAW Model Series Voltage XTORIA XTOR2A XTOR3A 120V 0.05A 0.15A 0.22A 208V 0.03A 0.08A B13A 240V 0.03A 0.07A 0.11A 277V 0.03A O.06A 0.10A 347V 0.025A 0.058A 0.082A ORDERING INFORMATION Sample Number:XTOR2A-N-WT-PC1 Series, LED Kelvin Color Housing Color Options(Add as Suffix) Accessories(Order Separately) XTOB1A=Small Door,7W [Blank]=Bright White [Blank]=Carbon Bronze PCI=Photoeontrol 120VI WG/XTOR=Wire Guard• XTOR2A=Small Door,18W (Standard)5000K (Standard) PC2=Photoeontrol 208-277V r^ XTORFLD-KNC=Knuckle Floodlight Kit XTOR3Admall Door,26W N=Neutral Warm White, WT=Summit White 347V=347Ve XTORFLD-TRN=Trunnion Floodlight KiV 3500Kz HA=50°C High Ambient` XTORFLD-KNC.WT=Knuckle Floodlight Kit Summit White? XTORFLD-TRN-WT=Trunnion Floodlight Kit,Summit White I EWP/XTOR=Escutcheon Wall Plate,Carbon Bronze EWP/XTOR-WT=Escutcheon Wall Plate,Summit White NOna:1 DesignLights Consortium^Qualified Refer m www.designlights.org Qualified Products List under Family Models for dstails.2 XTORIA not available in 3500K.3 PhotoCOMrols era fagory installed.40rder PC2 for 347V models.5 Thu branch wiring not available with HA option or with 347V 6 Wire guard for wallisurface mount.Not for use with fioodlight kit accessary.7 Floodlight kit accessory supplied with knocas(KNC)ortrunnion (TRN)base,small and large top visors and small and large Impact shields. STOCK ORDERING INFORMATION 7W Series 18W Series 26W Series XTORIA=7 W,5000K,Carbon Bronze XTOR2A=18W,5000K,Carbon Bronze XTOR3A=26W,5000K,Carbon Bronze XTORIA-WT=7W,501 Summit White XT0112A-N=18W,3500K,Carbon Bronze XTOR3A-N=26W,3500K,Carbon Bronze XTORIA-PCidW,5000K,120V PC,Carbon Bronze XTOR2A-WT=18W,Summit White XTORIA-WT=26W,Summit White XT0R2A-PC1=18W,120V PC,Carbon Bronze XTOR3A-PC1=26W,120V PC,Carbon Bronze 5-DAV QUICK SHIP ORDERING INFORMATION 7W Series 18W Series 26W Series XTORIA-WT-PC1=7W,5000K,Summit White,120V PC XT0R2A-PC2=18W,5000K,208-277V PC,Carbon Bronze XTOR3A-PC2=26W,5000K,208-277V PC,Carbon Bronze XT0R2A-W-PC1=18W 5000K,Summit White,120V PC XTOR3A-WFPC1=26W,5000K Summit While,120V PC XT0R2A-WFPC2=18W 5000K,Summit White,208-27]V PC XT0R3A-WFPC2=26W,5000K,Summit White,208-277V PC XT0112A-N-W4=18W,3500K,Summit White XTOR3A-N-WT=26W 3500K,Summit White XTOR2A-N-PC1-18W 3500K,120V PC,Carbon Bronze XT0113A-N-PCI=26W,3500K,120V PC,Carbon Bronze XT0R2A-N-PC2=18W 3500K,208-277V PC,Carbon Bronze XTOR3A-N-PC2=26W,3500K.208-277V PC,Carbon Bronze XTOR2A-N-WHT-PC1=18W,3500K,Summit White,120V PC XTOR34-19-WHT-PCI=26W,3500K,Summit White,120V PC XT0R2A-N-WT-PC2=i8W,3500K,Summit White,208-277V PC XT0R3A-N-WFPC2=26W,3500K,Summit White,208-277V PC Eaton 1121 Highway 74 South - Paadtres Gt,GA 30289 Specifications and P.7704864800 dimensions subject to TD514013EN Rnlearic Apitesrobsixeds www.estoncomnighting mange without notice. 2015-05-2911:34:51 ZONING EVALUATION B-4 ZONE Required Proposed Minimum Lot Area 6,000 SF 12,069 SF Minimum Lot Area Per Dwelling Unit none -- Minimum Lot Frontage 60 FT 114.72 FT Minimum Lot Width 60 FT 114.72 FT Maximum Lot Coverage 80% 46% Minimum Depth-Front Yard none -- Minimum Width- Side Yard none -- Minimum Depth-Rear Yard 25 FT 44.4 FT Maximum Height 45 FT 24 FT SITE PLAN REVIEW Parking 1.5x8= 12 15 LDING December 01 , 2016 B DI SCR PTION FLOOR EXISTING BASEMENT 2 FLOOR STORAGE UNIT#53 BEDROOMS11 BATHS 8 DWELLING UNITS MECHANICAL EQUIPMENT 1,080.03 GROSS S.F. UNIT#63BEDROOMS/1 BATHS 93-95 CANAL STREET 1,025.13GROSS SF. UNIT.7 ROSSBEDS F. UNIT#8BATHS SALEM, MASSACHUSETTS, 01970 U,038.73 BEDROO MS/1 BATHS _ 1,024.34 GROSSROSSS.F.S. 1ST FLOOR SCHIAVUZZO REALTY LLC UNIT#13 BEDROOMS/1 BATHS 958.68 GROSS S.F. 18CARBRALDR. UNIT#23BEDROOMS/1 BATHS MIDDLETON,MA 01949 1,025.13 GROSS S.F. UNIT#33BEDROOMS/1 BATHS 1,0381 GROSS S.F. UNIT#43 BEDROOMS/1 BATHS 1,024.34 GROSS S.F. TOTAL OF UNITS=8 DECEIVE ® NOV 3 0 2016 DEPT. OF PLANNING & COMMUNITY DEVELOPMENT DRAWINGS LIST T1 TITLE SHEET CIVIL RENDERING C-1 PROPOSED SITE PLAN CURTIS DIBENEDETTO AND C-2 DETAIL SHEET ASSOCIATES,INC SITE LIGHTING PLAN M SNORE No. ARCHITECTURAL WINONESI NA01M A-0.1 ARCHITECTURAL SITE PLAN/LANDSCAPING Q20I6CW1N0iBnMedoeMA Sss.INC A-1.1 LOWER LEVEL,I ST, 2ND&ROOF FLOOR PLAN N^der A-2.0 PROPOSED ELEVATIONS Ii.N IIIWcWM W W1W Copyright Pmbcdon Aut THIS PLAN HAS BEEN CALCULATED FROM INSTRUMENT SURVEY NOTE: EXISTING SEWER SERVICE CONTRACTOR TO NOTIFY OIC-SAFE (L-888-DIC--SAFE)AT LEAST 72 HOURS AND FROM RECORD INFORMATION ONLY. THE ABSCENCE OR EXACTNESS PRION TO CONSTRUCTION. OF UTILITIES IS NEITHER INTENDED OR IMPLIED. THE CONTRACTOR t0 BE NOEO EVALUATED TO FIELD VERIFY EXACT LOCATIONS OF ALL UTILITIES &REUSED IF M WOO CONDITION - AgBUMFD 111.2..-- 11_1__1_-___-._.____-- -\ :, rp CANAL STREET \ � (Nam-vaimuE mom R.o.W.) � sTRLET OPENING: 5 25 125 S.F.R p.. .p._ ____.p. ._. -O p p___ _. .p _. _ ..p_ _p - p. _ -p - _p '0 - D -O OUT&CAP WATER D D 1 0 _ -D-D D /7 SERNCf Ai MAIN 120'R60 STORM DRAIN - 130 BOX STORM DRAIN / 1 TYPE K CDP1ER - -_ W IDX CULVEFTA._ WBOX CULVERT WA1ER SERVICE - 'W---W -.-.W--W- W- W. W _ 12WWATEN MAIN 12'WA1LR MAIN -W= W ` CURB STONE- - SIDEWALK STREET - SURFACE (I.)z'-cIIwuAH r°R AT, YMI¢IL p3vn15¢XEATEp TwN MN.O. , rxE Q1Gx64. K.Am'ww.wEss.wp T ucx ux.wsc __ — mwlry r-p•as43rtx uwxol ((JU))..s.IXpRM cMarol uwxpl35 EDGESONWIN STANDARD CATCH BASIN C NCH UP Ns MOOD. As pM.IIsPAaIELxCRFRNOUTH FRAME AND GRATE-�\STREET BASE iNPM1 ANp coXu To w Yp°XEp L24x' [1[WLvn CONCRETE SIDEWALK J E�WB°MEn �EXISTING PAVEMENT W ADJUST TO GRADE SIDEWALK -- _UPRIGHT - x EXTENSION. :>r -�x'A3 ANN CONCRETE 6011AR TUBE d Fw[°ASI wXd[r[SccTpxz _ _ MDRTAR FULL AROUND PIPE. Q 1Obll1YP. 1p 4tlNiWY l0 M1SIY-YIB. t°XULL1E a ApW P&A 3e : t --STAINLESS STEEL PIPE CLAMP wn FLE%IRLk RUNBFH CONNECTOR • I PG "K" _—_ CATCH BASIN HOOD C - _ COPPER _____— -uwxoLE•'"'"pilisrmrx Ns. SERVICE srzn au Wllxe xpti wx epxexLTe I3b.C. ryplVt PEINfdmfufM. PIPE —'—'- WgT MAIN ULOMX' _ YxLL 84Pfft XA Acw° STAN LE55 STEELSL EXPANSION SIDEWALKBAND COCK ION STOEAJMM"TERIt ALL STOP ECT TAP MANHLOI Vrp Mi WATER SERVICE CONNECTION DETAIL °�°" " CONFORM CONCRETE TO am _ cONEORM TO ASTM-47S. elw 5 ---NIICREIE OIL oA 5' OF a000 PSI AT 2B. (� s 'r -&rtwr m A rAemm xH wm . __ flv¢xs INO As smEcxca X^ 1U OX LT 35-11A'IB EY 41ppEPM "' 6YAft1S°CMV(1.xEpdX° TO 3U' -14 Ar 13 Ew YIxMp1N -„ 6 SCREENED GMIEL M�]°'TO]p' S Al 13 EW YI®EPIN I .pIHXpN 10 wEldtn wrx[ IAV¢ . DRAIN MANHOLE DETAIL -- —"---- CATCH .BASIN DETAIL ©ACKFLOW PREVENTOR WAITS-2" 007M1_ QT) - (NOlTO SCALE) 1 i - --- GENENPt REVISIONS LJ.B 11/29/2016 ._ —. ISI • a } r. _u, `r.n. 1---+ ^C a REASONS PIR PLANNING BOARD _ LJU. 11/11/2016 •.A t a r 7Y � _y�{y,_+.[ . GENERAL RENSIONS L.J.O. 10/31/2016 PI<N Nkry pyy yICJy IANOSGPE ADJUSTMCNTS. DRAINAGE AOI L.10. 19/6/2016 N m[e ®�._ SEC DyNLW_.Yx A axNx. — 7 x. t -,a roX.nP= .m, SALEM, MA ® 93 95 CANALLS I �EEDET17r I IJJ1 ® ® µ FOR E„DHrNW n� LEO SCHIAVUZZO J L p @_l N m_� Ywnu n ID MS _- .lT.,!WII 3 6 CIVIL ENVIRONMENTAL, CONSULTANTS 41MMTDN SWEDEM 1-2 UNITS z.Nsx.w.IeX x m WFILINATON Sy51EY] .n 8 mLs 1000 GALLON 1000_GALLON 7 , 8 OAK STREET PEABODY, MA 01960 978-531-1191 SHALLOW DRY WELL SHALLOW DRY_WELL r �u ° J'� DATE: i/13/zots JOB: 3641 ---- — sneer Not z OF z DRAWN 19Y: C.R.L. O..NEn SCHIAVUZZO REALTY LLC - ZONING EVALUATION MIDDDLETTOON.MMA 01949 B-4 ZONE PAD,EG. LoruNE�_ $0.001 RESIDENTIAL CONDOMINIUM Required Proposed 9395 CANAL ST SA EM.MA 01970 NRONSEENNMinimum Lot Area 6,000 SF 12,069 SF ��I Curtis DiBenedetto Minimum Lot Area Per Dwelling Unit none -- and q Minimum Lot Frontage 60 FT 114.72 FT Associates SHORE RD. Minimum Lot Width 60 FT 114.72 FT H P H P WINCHESTER,NA DIM Maximum Lot Coverage O g 80% 46% O O O 0 O O O I CNEENOINSI e•-0• CIVIL ENVIRONMENTAL Minimum Depth-Front Yazd none CONSULTANTS LLC 9 OAK sTREET Minimum Width-Side Yard none -- PEABODY,MADINO Minimum Depth-Rear Yard 25 FT 44.4 FT Maximum Height 45 FT 24 FT FENCE 6-0'HT wnr DRNE 4 Parking 1.5 x 8= 12 15 00 a— 340 1 N 2095' T a— z .a.EMNF a LOT LINE I REVISIONS DATE 1 TEMP.SNOW ELEVATIONS&SITE 10/07/2016 0 STORAGE AREA VAN HC STALL 11/03/2016 BUILDING FLOOR DISCRIPTION O _ RAMP-LOWER LEVEL 11/28/2016 EXISTING BASEMENT O J STORAGE 2FLOOR ® I F MECHANICAL EQUIPMENT O O, UNIT#538EDROOMS/1 BATHS O ® I Q DATE 09/01/2015 1,080.03 GROSS S.F. F UNIT48 3 BEDROOMS/1 BATHS _J SCALE AS NOTED 1,025.13 GROSS S.F. I DRAWN BY JRH UNIT47 3 BEDROOMS/1 BATHS Go 1,038.7 GROSS S.F. CHECKED BY UNIT#83 BEDROOMSII BATHE (`') PROD.ARCH. FPC 1,024.34 GROSS S.F. o 1 ST FLOOR PROJ.MDR. DO _ UNIT3BEDROOMS/1 BATHS a JOB NO. SMD215.016 958.68S GROSS S.F. UNIT423 BEDROOMS11 BATHS THIS DOCUMENT, THE IDEAS AND DESIGNS 1,025.13 GROSS S.F. 1 ° ® 32_34+ LOT LINE INCORPORATED HEREIN AS AN INSTRUMENT OF UNITH33BEDROOMS/1 BATHS ° 1,038.7 GROSS S.F. PROFESSIONAL SERVICES O THE PROPERLY OF UNIT#43SEDROOMSII BATHS NOTCURB USED IN W ASSOCIATES AND SHALL 9'-0• NOT BE USED IN WHOLE OR PART FOR ANY 1,024.39 GROSS S.F. 1 oo OO I REASON WITHOUT THE EXPRESSED WRITTEN TOTAL OF UNITS=8 1 AUTHORIZATION Of CURTIS DIBENEDE70 O ASSOCIATES. O O LOI LINE,I 0 ® - 224' I r O lO ABBREVIATIONS 00 N LOTS aaox c6 LO Q Eo.- `om oroNENNN — O aanm MN LOT LINE - w:' NO�NwUS LANDSCAPE LEGEND �4 _ PROPOSED OC ON GETEn �L r 7 1 siM.oGYP. SWIMnTMVPSIIE ON)GRAR°'sRENEEMICHELEALILEAWTNINMULCH BED p� �� 10 J 0 PARKING/LANDSCAPE 9IPMIE99. O PLAN vaFW vEAIFV Mfl�ED I 3IT CP CRIMSON SENTRY MAIM AMR PUTANOIDES) CANAL � O WIN 4'%1'PLANTINGBED WIIH B'GRANTE CURBINGTHEFRGGHD . �• A J ADE'e�Ne'E'w`iw.c"ioxoE Lo oTMa«a X�G�aiRN:mow.0 R I H A L .VBNE`AXTIGXIMV BE FOIIXOIMOX6TXEOMMK3. � � A _ J T REET o A-0. 1 � wry P BUILDING FLOOR DESCRIPTION SCHIAVUZZO REALTY LLC EXISTING BASEMENT 1ST FLOOR STORAGE 2FLOOR MECHANICAL EQUIPMENT UN.68 GROSS BATHS DNIT.03 ROSS.F. 1 BATHS eTa7�• 10CABML 01 055.00 GROSS S.F. 1,000.03 GROSS S.F. MIODLEIDN,MA 01818 1.0253 3 GROSS BATHS UNR#03 GROSS BATHS ID8 IVP Ib8 II'P ,tb n'�' xP RP UNIT 13 GROSS S.F. 1.025.13 GROSS S.F. wren UNITi133BEDROOM3fl BATHS UNIT#7 BATHS 64 IE4 1,0307 7 GROSSS.F. ea rz I u Is 5 r RESIDENTIAL CONDOMINIUM UNIT#13BEDROO BATHS UNITM 3 DEDR00WIl BATHS 1,026.3GROSS S.F. 1,OM.3GROW S.F. 4 � 83-83 CANAL ST ZONING EVALUATION TOTAL OF UNITS=B -g� SALEM,BIA 01870 A B-4 ZONECurt -i• „,.w, _ �, - Cur w w is DiBenedetto Required Proposed and Associates s DKe w. Minimum Lot Area 6,000 SF 12,069 SF � „„„CnEbiER,Mp„w Minimum Lot Area Per Dwelling Unit none -- Minimum Lot Frontage 60 FT 114.72 FT a 0 - D _ D CIVIL ENVIRONMENTAL Minimum Lot Width 60 FT 114.72 FT y a - o o a CONSULTANTS LLC Maximum Lot Coverage 80% 46% 0` a0 PEneoor MA01 so Minimum Depth-Front Yard none -- Minimum Width-Side Yard none -- a A Minimum Depth-Rear Yard 25 FT 44.4 FT Maximum Height 45 FT 24 FT 0a 00 r 0 Q Parking 1.5x8=12 IS a ID �$ a Q rwa 0 ® a 'a' AMIF REVISIONS DATE ELEVATIONS&SITE 10/07/2016 VAN HC STALL 11/03/2016 sa�• t , u Is saf RAMP-LOWER LEVEL 11/28/2016 m y rzP zP mP Ire n's mP zP IZP ,ayl. DATE 09/01/2015 1n /-1 RarosEO FIRsr Ro RPux SCALE AS NOTED -1 DRAWN BY JRH Z CHECKEDBY NilU "l PROJ.ARCH. FPC mP me roe IVP Ira nv :P IxP PROJ.MGR. DD sa]• sz3• sP. n I I Is sa]• JOB NO. SM0215.016 'y a THIS DOCUMENT, THE IDEAS ANO DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF Hr PROFESSIONAL SERVICES IS THE PROPERTY OF CURTIS DIBENEDETTO ASSOCIATES AND SHALL TP m” NOT BE USED IN WHOLE OR PART FOR ANY REASON WITHOUT THE EXPRESSED WRITTEN AUTHORIZATION OF CURTIS DIBENEDE170 ASSOCIATES. '8” B. 0 0 T C-D 04 RP fn Z O O 1 kN,) 00 O SP Q OECgUINE TlEDWNPE IHGOFMEC14Wl IM19 Op ti p El`0W MIN PHDYE„oOF DECK{PFMFL �1... a MPiiyFINISXI 9 N-1 ® noaV F �� ® € °mmj'• LOWER LEVEL, 1 ST, 2ND& ROOF FLOOR 0 � � oa000 Z PLAN U - - a , I „ I .. 11 zP Iwo IrP IrC IVP xP U- A-1 III , HIOPOSED ROOF RAN r�PROF03FD�� DIMNEK BUILDING FLOOR DISCRIPTION SCHIAVU REALTY LLC EXISTING BASEMENT 2FLOOR IU!YpLAN 1R7ON, O STORAGE UNIT#53 BEDROOMSl1 BATHS MINDLEON,MAI899 MECHANICAL EQUIPMENT ` PRD.IEa 1,080.03 GROSS S.F. R UNIT#63 BEDROOMS/1 BATHS 1,025.13 GROSS S.F. 1 9 RESIDENTIAL CONDOMINIUM UNIT073 BEDROOMS/1 BATHS '8 1,0387 GROSS S.F. © 9395 CANAL ST UNIT"3 BEDROOMS/1 BATHS 6ALEM,MA01970 1,024.34 GROSS S.F. H.'LEUGHEN Curtis DiBenedetto 1ST FLOOR and UNIT41 3 BEDROOMS11 BATHS - /? \ Associates 958.68 GROSS S.F. 239HOREM, UNIT423 BEDROOMS/1 BATHS WINCHEEM NAGIao 1,025.13 GROSS S.F. ML ENO.GEN UNIT#33 BEDROOMS/1 BATHS 1,030.7 GROSS S.F. CIVIL ENVIRONMENTAL UNIT#43 BEDROOMS/l BATHS CONSULTANTS LLC 1,024.34 GROSS S.F. S OAK STREET PFABODY.6M 01860 TOTAL OF UNITS=B cruRu UNGIO L MDEASEN GHG3L50 ovaLE xux3DFGONANE GARD SCREENING GE MEDHDNHGLL UNITS FDE�ME 3IA DSG VINO OF MEcxwICAL UN" WITH—ING BEYOND,N INCHES IBOkE ROOF BOOK TNNTEG DMI( BEYOND.3B wPQ:s IBGYE ROOF GEp(PANTED nW( 6N8 IMnEFUOW MF EFINISH) ORsIMILM R ENV WM DarelE xuxG ww00ws WITH nAarvG Mua *Wig GM NG y1�T-I LIGMINA • —' .� IT-, REVISIONS DATE GOIPOSITETIBM BwRD fAMNBOE IWM BOW➢ LI(ittING COIIPoSHETPIM BOMO ELEVATIONS&SITE 1 0/0 712 01 6 Lr+ �'"� VAN HC STALL 11/0312016 uGH"x00 - "D FRONT REAR Ll� LT RT) RAMP-LOWER LEVEL 11/28/2016 + (CANAL _ EMsnNGSHINGUG — DATE 09/01/2015 II Poc UGNTING � LT+ LT'�N ExisnNG sxwGLEs SCALE AS NOTED 1 /1PROPoSEO FROMELEVATIOH GILILST MESTI yyUxG LTJ 2 PRa EO INE—ATI N DRAWN BY JRH CHECKED BY PROJ.ARCH. FPC PROJ.MGR. DD JOB NO. SM0215.016 THIS DOCUMENT, THE IDEAS AND DESIGNS ERSER OHGTD3D INCORPORATED HEREIN AS AN INSTRUMENT OF AND DOUBLE HUNG ANOEREENDHGGM OECCR ES1113M.NEEwxc aF MEGuxlcuuHm PROFESSIONAL SERVICES IS THE PROPERTY OF wlxpRws wUH G1AEIN3 DECOMTNE suT1ED SGiEExmGK MECI4WIVl uxlrs DOUBLE HUNG BEYOND,M NLHMABIWEROCF OECX(MNTEDDMK e'Ns erroxD.3e wO�6ABWE RODE DEGK IPunTEnOaix wlx00ws wnx GunxO CURTIS DIBENEDETfO ASSOCIATES AND SHALL ONE M1TlE FIxRH) 1MTiE FlNIsp i BARSANDMUUENnmE NOT BE USED IN WHOLE OR PART FOR ANY LIUM.N. DOHrING axsIXBM DWBIE HUNG WMOGING W HOLNGNG BWB REASON WITHOUT THE EXPRESSED WRITTEN LT-1 Lr-1 AUTHORIZATION OF CURTIS DIBENEDETTO `[Aar ASSOCIATES. UGH11NG + LT-, OOUPOUNTE TRIM. GCMFOSRE TRIM BDNA COMPOSxETNM BOrt� LIGMMG LIGMT NG I/GHIINO LT+ REAR LT+ I Li+ 7..F-H LIOHIIXO J Ell III 111 1111 ROM EMsnrvc BwNLaEa (CANAL 6T.) _ UGHTING LIGMINO LT+ LTi �1PROPOSEN RAIunG Liv r\PRO'pED NEEWD0NfN)ETHI FpsnxG SHixGLFs PROPOSED ELEVATIONS A-2.0 S�. fa♦ ..m + �i• � a��aaa 10, �.. ,. , S .. , I 7 z>/ ,K„ - y / :"MT i ,,. � � ® �'�l�� k ' ,� . • a,��. . t sow ��1 ��7 ��.7�' ��. li.I. ' R P I ` w . ro ,w re t r1- � ryIII I'll,III Ig NOTE: EXISTING SEWER SERVICE TO BE MDEO EVALUATED W REUSED IF IN 0000 CONDITION _:_ __________. -_-- ID.2 •10.2_ o CANAL STREET \ I ,(PUBLIC-VARMBIE WIDTH ROW) \ STREET OPENING'. / \ 5'.25=125 S.F. ' -a-D-° 0 D D D D D O 0 -°- D D D CUT W CAP WATER 0 D D�D \\& 0 -0 j---0- SERVICE AT MAIN /' \\0. SEWER MANHOUE 120'�GO' STORM GRAIN 2" TYPE K LCPPER \ 12°".60' STORM°RAIN RIM 10.0' / W W _-W RO%CIILYER BOX CULVERT WATER SERVICE \ INV. -0]5� _ W �'•' W -W W W W w w�W 12 N,WATER MAIN 12"WATEflO MAIN I\ D 0 D BW -H w gip- ' D 0 s s s S 36•sANlingr SEWER S s s s s s s S 36•sgrvlTngr SE R Sgxlsnrvc RgEs 1 `s S s sQS 5 s REGISTRY USE ONLY PROPOSED CURB CITY OF SALEM PROPOSE 9TAEET NAL. Q EIEOMANON S EXISTING CANAL SED RECCI tlllT'OF BAIEJI CANAL ST.RECONSRNN:IION PanyRO OR SALEM CANAL SIT REUSED ITER SERVICE CANAL ST.RECONSTRUCTNW �\ RE MOTION�g. E%ISl q'SEWER ___i$9.6 t$9.6 \ s £SY 5 �S 36•SANITARY SEWER 5 5 5 5 5 5 4" 5 }6'-5 IiggY SEWER g SERVICE i°BE REUSED 1 S S SSV 1 \ 1 Q AN_ Q6 S S 5 S 36'SANITARY SEWER S S 5 G G RIM 9.B G G I G- G G G C ��- �f- - -� , - C G G L C G -G 'CX INV 0.05 GAS MAIN L�14' GAs"MN 1 1A• CAS \ 9.J 9.2 E [ .I 9.1 914 \ CABLE DUCT U-POLE E%IS __ 'N'w' -�' WPB LI -9 W _CARIE-DIICi 211-POLE y 93 STOP 2.6' CABLE DUCT `\ Ai AN \ A �96�AN- .ATV- .ATV CATV AN AN ATV ATV ATVCaN ATV aTV iV--9:SCATV CqN AN CATV iV �:AN PTV-�A n PNCPOSEB UNOE D -- -L]-) 11 _ 9.3 ______________EIEC CBNdIlT___-_10 ,7j 5( 1 -&a •1 AN' ST. OF SAIFII CANAL l 0 1 - F _ 1y1 $T.REWNSIRUCTON B•SO 35 PVC 9.6 ui f N91 CANAL STREET 96 1 DRAIN PIPE CATCH BASIN fLOW 5=0.0l RIM: 9.1' ' INV. ,1 EC I}'METER CATCH BASIN p FIRE SG RIM: 9.3' - OIL RLL FIRE STAND 3 ° INV: ]3' 96 � uF manoN SYSTEM 2 PIPE DRAINAGE CALCULATIONS - INFILTRATION SYSTEM 1 T 10.5 O 1-] ') r I°W GAL. RECTANGULAR EXISTING IMPERVIOUS AREA - 4]69A S.F. ROOF + 4049.4 PARKING/ORNTmAY Ao) DRYNELL w/1'STORE AROUND BACKE09]CANAL STREET i•1 Ij ✓' TOP CH: B.0' PREVENIER m INFILTRATE (STORE I'OF RUNOFF { n RETURN EXISTING1 12 8727.4 ST - ]2].3 CU. FT. AS - i{1 D INV IN: ].0' /. y ° METER TO SALEM WATER DCPi. g �T Q 11 B0.5.: 3.2 S F' USE 2 v 1.000 CAI. ORYWELLS W/ EQUALIZER PIPE - SEE DETAIL NEW DRIVEWAY 133,7 CU. FT WITH 4 FT CRUSHED STONE AROUND EACH 9,6 ZI N E, {1, m ao 0 PAVEMENT TO RE 2 1377 CU. R. = 267A CU. R. 1 \111h m °Z GRADED As TO FLOW O TOWARDS CATCH BASIN VOLUME COMPUTATION EXTERIOR CRUSHED STONE �A90� PAR T e #93-95 CANAL STREET 9P 2 (I8,5 FT. v 13.67 FT. x 4.17 FE) = 2106.9 CU. FT. EXISTNG 2 STORY 2106.9 CU. R. - 267.4 CU. R. (CHAMBER VOLUME) = 1B39.5 CU. FT. f to 96 20' ® •10.1 10. BUILDING UNDERGOING i 18795 C0. R. O.J NOI0S1 - 5519 CU. FT. VOLUME VOIDS STORAGE (T� •I1Y 2674 CU R. CHAMBER VOLUME 551.9 CU. FT. VOIDS = 8193 CU. R RENOVATION W 3 STORY o� 618.3 CU. R. TOTAL STORAGE > 7273 CU ET. RUNOFF CALCDIATION 6-UNR DWELLING o ® £, to \ 10.7 1 91. \y _ 12fi 0S' ui \ \ 2.31' I 1 21 1 „ ❑. ., n DRAINAGE CALCULATIONS - INFILTRATION SYSTEM 2 IMPERVIOUS MG = 2021.9 S.F. PARKING 4 �•' 0.2' °'1' H INFILTRATE (STORE) 1"OF RUNOFF Q! 1/12(202I9 ST, = 1665 CU. R. hN USE 1,CU, T. ORY2ELI - SEE OFTNL DST HVAC i '� 1337 CU. R. WITH 2 R. CRUSHED STORE AROUND �G " ' VOLUME COMPUTATION EXTERIOR CRUSHED STONE £ TEMPOPIitt $NCw l.(le PROPOSED DRAIN MANHOLE (12.5 FT, x 7,W FT. x 4.17 R.) - 3993 CU, FT. OS INV �\ RIM: 11.Y 399,3 CU. FT. - 133.7 CU. FT. (CHAMBER VOLUME) = 265.6 CU. FT. _ 1 STORAGE AREA�.� B.0' / 2656 CU. FT'. 03 (VOIDS 79.] CU. FL VOLUME V0105 STORAGE 1110 / INV IN: 6.9' 133,7 CU. H, CHAMBER VOIUME + 79.7 CU. FT, VOIDS = 213.4 CLL FT. ASsU11ED �` I(. 7.2' INV OUT: 96 8' 2114 CU. FT, TOTAL STOPAGE > 108.5 CU. FE RUNOFF CALCUUTION 0 7 D5 INV 6D.1 Ip I 1 1 THIS PLAN HAS BEEN CRMATIO EO FROM INSTRUMENT SURVEY ,�''� ') B.0' =�/ 1� ^ 01000 ICH GAL. RECTANGULAR GRAPHIC SCALE OF FROM RECORD INFORMATION ONLY. THE ABSCENCE IX2 EXACTNESS H •I1. -'1 2)1000 GAL. ftECTANWLAR OF UTILITIES Is NEITHER INTENDED OR IMPLIED THE CONTRACTOR 11 ASE _ 220 DRYWETIS W/1'STONE AROUND ,p TO FIELD VERIFY EXACT LOCATORS OF ALL UTILITIES, p5E0 E AAE{' 6 � TDP CH: 77' _(1.l R PTA �' ( INV IN: K7 lTa r INV E0: 6]' ( n y�) 1 _ CONTRACTOR 10 NOTIFY DIC-SAFE (1-8M-DIG-SAFE)AT LEAST 72 HOURS RTy10PARKING LOT FOR,: 29'`R C 1m� 1 e = 10 n. V PRIER TO CONSTRUCTION. R•5 1 1 L11.1® _ 1 N FINAL RLbI510N5 PFR PUNNING BEARD LJ.B. 11 11 201fi 1 J$, '3 GENERAL REVISIONS LJ.O. 10/31 2014 _ { "{�5DR35 P� 1B5 UNDSCAPE ADJUSTMENTS: DRAINAGE ADJUSTMENTS L.J.B. 9 6/2016 E0=�12E0.PIPE �2 ® .,D' PROPOSED SITE PLAN 7 11,2.0' 5 0 o BD ® 11.6 93- 95 CANAL STREET © 50 _ 9 SALEM, MA ' ® o �� 131 LANDSCAPE LEGEND " G GIF FOR NLEO SCHIAVUZZO MMIC V RIMS�N SENTRY MAPLE a 1 " 1/�rP ;� CIVIL ENVIRONMENTAL CONSULTANTS (PEER PLATANOIDES)MM 9X6 EXISTING SIF�� ( / \'.p to Sc PLaNTwc BED w/6' cgnN1TE cuRRwc Ti, y� 1E B OAK STREET PEABODY, MA 01960 978-531-1191 DATE: 7/13/2016 JOB: 3641 ® - (16)BEJE STAR - AM=_DNIA I\\\\Y x YAOERNAEMONTANA WTHIN MULCH BED 'I hR.tGci- re l�/aet z;'" C,z. vx SHEET N0: 1 OF 2 DRAWN BY: C.R.L. CURB STONE SIDEWALK STREET _`TAiE1w FOR AA AAMELE XW E GRUSTER MAI SURFACE �T®(1'1' FFi OR MEN OROMED ar ME ENGINEER. (,'-AIR.MmxxE4 AN 1 N.4M.. IpxNANN WIIN]'-E.ONVRw WNN.S. (].9 INC.IIP W..JN EEE OIXE.... (1 Nx�a TE IxvEmµD SNEl VAi BE"MR.ED EDGESTONE WITH STANDARD CATCH WIN R4 WAN 4 HDLES AS ARFOTED A'M[MEINEM GMTTERMOUTH - FRAME AND GRATE STREET BASE rFUAIE µM�Fpa'pwH� ---CONCP[iE[DwR CONCRETE SIDEWALI( Pwrs.EJ EXISTING PAVEMENT DRADC ADJUST TO GRACE SIDEWALK a UPRIGHT x •j'. wnE wxc CONCRETE coLUR — EXTENSION 0 SERVILE PIPE D' STAINLESS STEEL ro US!CONCRETE SETONS MORTAR FILL AROUND PIPE TUBE a - STAINLESS STEEL pTu v COAMMA TO A94-471. EXPANSION GANG PIPE C XBP CD�L7ETE Ni,..PSI AT 20 STAINLESS STEEL PIPE CWAP FLEXIBLE RUBBER DOs -, a CONNECTOR * X_0' - FLEXIBLE RUBBER CONNECTOR CONCRETE TRUNK -T LINE OR MANHOLE JI WAIL TYPE "K" CATCH WIN HOOD u ERN OAAKET,rn+cA AL SEORVICE D.•. STEPS PPER miurNiING.«s AM CONCRETE PIPE WATER N 1a'D.c. IW�RoxFpSEuwT. — MAIN RTI'.DP N.EA.a4 ,W 2'S.GS4 STAINLESS STEEL EXPANSIDN .. ._ RAND SIDEW If COCK ALK CORPORAT ON NOTES1. NTNG IN CONCRETE WALL SHALL BF CORED USING —F EGAST RuxvD11C[D CONCPETE _ _MASTIC GASKET MATERLAL ALL STOP DIRECT HIGH SPEED OIPMOND DWLL. WNNOI F.PARANS MANHOLE JOINTS TAP 2, ALL METAL FIXTURES SHALL BE OF 5LAM ESS STEEL -0'4w. Wo ST.TO BE ewcRi ]. SERJICE LINE.SIALL CG FWSII WITH THE INSIDE Of AT A U`9, OF 1•xR PRECAST CONCRETE TO THE CONCNEIf PIPE OR WALL. AWT CONFORM TO ASTM-478. WATER SERVICE CONNECTION DETAIL IFS o ENK PE COD NEAR WLESSETUNI 24'THEN A —[px[ ERA CORE. OF ACRD PSI AT 28 e'rcP(] GAn SEWER SERVICE CONNECTION DETAIL NATAN TO EE NAERIEA B'RE.Wp AS SIREEREGSAND 1'NP.(2 E. � - 1D'CN LEss-!a A MOOL IN acrnFFxrn raAAn RFnnlw: 11111111:11116- SCREENED GRAVEL —�- „- 1D'm 20' TIr AT iv AN uvDEvm_ RO IX�AUORION 10 W£12 ARE FARGO DRAIN MANHOLE DETAIL CATCH BASIN DETAIL BACKFLOW PREVENTOR °xm (WATTS-2" 0071M1 QT) T (NOT TO SCALE) u 10 a� I ":a'� eI xvmx,lxu a X• _ _ 1N.n+u- w R�JPLCADeA'P/P/NG E9o.«.� 60. " -FF ys ITONAL LV510N5 PER PLANNING BOARD WA. 11/11/2016 GENERAL E AUJUSPNU5S L.J.B. 9,0/]102016 PIAN EF PUN VIER LANDSCME 1'MENTS, DRAINAGE TME ADJUSNTS L.J.B. 9 6 2016 V TWV I'Tartx -� P r TNM DETAIL SHEET 4 x.LT ..9, ® ® ® ® 93 - 95 CANAL STRUT Lm SALE as �llr,nl FOR MA 1' 1 ONS„ x «LTIDNVIFW LEO SCHIAVUZZO T. ,x .AL ,.an. w"" ' j"' °\jF CIVIL ENVIRONMENTAL CONSULTANTS z�—.Ll—.LliO iNFi N-2a LTRATCN SY M z :.Aro axuW[N L INFILTRATION SYSLETA 1 2 UNITS =Axa x a, q 8 OAK STREET PEABODY, MA 01960 978 531 1191 1000 GALLON 1000 GALLON DATE: 7/13/25016 JOB: 36:i SHALLOW DRY WELL SHALLOW DRY WELL 7n�r %IEET No: z of 2 � , - DRAWN BY: C.R.I_ OM+EP BUILDING FLOOR SCHIAVUZZO REALTY LLC DISCRIPTION A-° iBETON M O EXISTING BASEMENT EGROSS KEY PIAN i� MIDDLETON,MA 01848 STORAGE 3BEDROOMS/i BATHS MECHANICAL EQUIPMENT GROSS S.F. 3BEDROOMS/i BATHS RESIDENTIAL CONDOMINIUM GROSS S.F.30EDROOMS/1 BATHS ao SITROSS S.F. D�03BEDROOMS/1 BATHS GROSS ST, qAR.141TICTIDEMI Curtis DiBenedetto IST FLOOR a oR R UNIT#1 3 BEDROOMS/1 BATHS and Associates 958 0GROSSS.F.. "� UNIT#238EDROOMS/1 BATHS UNIT# 'MNCNESiER,1M 01®J 1,025.13 GROSS S.F. crvR ENSHU R UNIT#33BEDROOMS/1 BATHS 1,038.7 GROSS S.F. UNIT#43BEDROOMS/1 BATHS 1,024.34 GROSS S.F. TOTAL OF UNITS=B enDcnRN FNcmEEP ANDERSEN DRGGOW COUBLEHUN] DECORATNESNREDSCREENINOOFMECWW UNITS DECOPATIVE%JLTTED SCREENING OFMECHANICPL LOTS WINLOWS WttX GVSIIVYi BEYOND.ST NCHESABOVE ROOF DECKSMINTEO DOAK BEYONO,V INCHES RBOVE ROOFDECK(PNNTEDWK BARS MATTE FINICXI MATTE RNISxI .F.EXGIxEER OR MMI,AR DOUBLE HUNG WIND]WB W,IN GLPLNG&fl3 IIGMTNO LT-1 ucxnxo � ucxnxG LTn COMFOLM 1PIM eoARn i. LT.+ REVISIONS DATE COMPOBITE TRIM B04i0 ucxnma coMPosIre TNIM eoAAD ECOD 8.90-16 Lu CRCR`II LIGHTING UC.NG FRONT REAR LTA ®® LT' (CANAL ST.) a EXi 5T1NO SXINGLE9 DATE 09/01/2015 0 ST NSEsn — '.I uGHnNG 0 DtvanoN w iu No ExISTINOSHINGLE9 SCALE AS NOTED RuuxO LTa .,b DRAWN BY JRH AS CHECKED BY PROD.ARCH. FPC PROD.MGR. DO JOB NO. SM0215.016 THIS DOCUMENT, THE IDEAS AND DESIGNS ANOERssN DHGBon INCORPORATED HEREIN AS AN INSTRUMENT OF DCUBLE HUNG ANDERSEN DHGGWC DECORATE SIATTEO SCREENING OF MECXhWGL URI PROFESSIONAL SERVICES IS THE PROPERTY OF INHLOWd WRX OVSIIA DECORATIVE SLATTED SCREENING OF MECWWIVI UNITS DOUBLE HUNG BEVON°.%INCHESA90VE POOF pECx+P .DARK CURTIS DIBEINIEDETTO ASSOCIATES AND SHALL M0.5 FIElON'D,WINCHES PBOVE ROOF OECK+PMNIFD DARK WNWm WTM OIPIING MAiiE FIMSII) OR SIMIIM MATTE INIStA BARsnxoMmLE nBE NOT BE USED IN WHOLE OR PART FOR ANY OR MMI. DOUBLE HUNG VSNDOWSMTH OWNS a+As REASON WITHOUT THE EXPRESSED WRITTEN UGHnw LIGHTING Lin LT-1 AUTHORIZATION OF CURTIS DIBENEOETTO MELD- I _ ASSOCIATES. IGTHI LT-1 CGMPOBITETRIM BOMD T COMPOSITE TRIM BOARD LONPOSUEIRIM a0AR0 1 T LIGHTING 1 L - 1 OGNTING Lis REAR Li+ LIGHTING mm LINO LIGHTING LT- IT3 LT3 FRONT T'° FXISnnD sxINGLEs (CANAL ST) DGNTI Kxecxx LIOXPNO LTA LTd uPROPOSED REAR ELEVATpN IFASTI FI LTG �1PROFO8F0 S1� pEELFIa110N MORIHI Exlsnnc sxlrvGlEs � a PROPOSED ELEVATIONS A=2m0 BUILDING FLOOR DESCRIPTION SCHIAVUZZO REALTY LLC EXISTING BASEMENT 1ST FLOOR 2 FLOOR STORAGE UNIT#13 BEDROOMS/1 BATHS MECHANICAL EQUIPMENT UNIT#538EDSS,F 1 BATHS Er l�' iUETON.LOR UNIT GROSSS.F. 1,080.03 GR06SS.F. MIOOLETON,MA 01968 1.0253 GROSS OMS/1 BATHS UNIT063 ROSSF. 1 BATHS tVa ws t°d v's vd 11'd' fU tfa 1,025.13 GROSS 1,02513 GROSSSF. PRaEci UNITlK53 BEDROOMS/1 BATHS UNIT#]3 BEDROOMS11 BATHE 9dk' +S ' qd. n 1 Ii t5 5 ' 1,036.7 GROSS S.F. 1,036.7 GROSS S.F. RESIDENTIAL CONDOMINIUM UNIT"3 BEOROOMSII BATHS UNIT#63 BEDROOMS11 BATHS 1,02130 GROSS S.F. 1,024.34 GROSS S.F, m 83-95 CANAL 6T ZONING EVALUATION TOTAL OF UNITS=8 "ems„ ,E„w„ �� m ._. , � SALEM,MA 01970 4 w B-4 ZONE ,"w, .L..w.,.„w .LRcxrrEc.,oEE.GNER Required Proposed a u' Curbs DiBeenedetto nd Associates Minimum Lot Area 6,000 SF 12,069 SF23 SNORE RD. •mNCMESTER,MA01®J Minimum Lot Area Per Dwelling Unit none -- _ w.Nw '�' CMLENGSEER Minimum Lot Frontage 60 FT 114.72 FT O ro ,..,- ' .w..w �� &J CIVIL ENVIRONMENTAL a _ 9 Minimum Lo[Width 60 FT 114.72 FT a CONSULTANTS LLC Maximum Lot Coverage 80% 46% n` ��” " PEnI ovSTREET1 Minimum Depth-Front Yard none -- "' smuc,uRALEN°,NEEa Minimum Width-Side Yard none Minimum Depth-Rear Yard 25 FT 44.4 FT Maximum Height 45 FT 24 FT Q Parking 1.5x8= 12 15 �.L $ E°. Z MER.ENGINEER Q n +, 1 0 D�a ,y., V a a REVISIONS DATE ELEVATIONS&SITE 10/07/207E VAN HC STALL 11/031201E ale sa� 1 I + rc Is sa} +vd led red Ivd za Iza ..w DATE 09/0112015 GT rNRRDPoSE6RR3TRAWiFVN SCALE AS NOTED J Q DRAWN BY JRH 1-3 Z CHECKED BY j Ua-1'A PROJ.ARCH. FPC +ad and and n'a n•a red• za Iza PROD.MGR. DD Pa +z 1 n 1v E'i�' JOB NO. SM0215.016 THIS DOCUMENT, THE IDEAS AND DESIGNS ��^^•^= INCORPORATED HEREIN AS AN INSTRUMENT OF PROFESSIONAL SERVICES 15 THE PROPERTY OF CURTIS DIBENEDETTO ASSOCIATES AND SHALL av a NOT BE USED IN WHOLE OR PART FOR ANY f REASON WITHOUT THE EXPRESSED WRITTEN AUTHORIZATION OF CURTIS DIBENEDETTO ASSOCIATES. E I \FR�3®LtlhER LEVEL a , „ ® 7r " o 0 lJw•* 3 O 9.1P O OPR " a mn ar .www, LL0 Z umm UQ SV / + GECOMTIVE TfEG GCXEENING OF MECNNiIV(IIM3 E,ERN91NC ABOVE ROOFLECN(PIlN1F0 N F \ / MATre�wsro - OL \ U .,,w.. �.v �... LOWER LEVEL, 1ST, 2ND ROOF FLOOR Q PLAN � a / \ SA' 1 a' 1 11 LIL ' Sd Ira za Ivd and vd Ivd d +za l A �� (lvacaaseDSEcauO naaRcux ONf1EP SCHIAVUZZO REALTY LLC ZONING EVALUATION MiooiETON,MA 01949 B-4 ZONE PBD,EDT LOT LINE-- BO.00� RESIDENTIAL CONDOMINIUM Required Proposed 93-95 CANAL ST gI �% SALEM,MA 01970 ARcxrtecPi DE Minimum Lot Area 6,000 SF 12,069 SF �// CGMxEPurtis DiBenedeno Minimum Lot Area Per Dwelling Unit none -- and Minimum Lot Frontage 60 FT 114.72 FT H P H P m Associates asxORE PD Minimum Lot Width 60 FT 114.72 FT E,ER'M M99 O O O O O O O O DML ExD�xENL Maximum Lot Coverage 80% 46% NO�//j e•o•' CIVIL ENVIRONMENTAL Minimum Depth-Front Yard none -- CONSULTANTS LLC B DA<STREET Minimum Width- Side Yard none -- PEABOGY,MA aim Minimum Depth-Rear Yard 25 FT 44.4 FT DIRUCNPN EX6IXEEP Maximum Height 45 FT 24 FT DRIVE b FENCE V-0"ITT Parking 1.5 x 8= 12 15OR N 2895 0 r z YEP.ExGIxFFP 7TT"I LOT LINEREVISIONS DATE TEMP.SNOW .ELEVATIONS&SITE 101071201E STORAGEAREA VAN HC STALL 11103201E BUILDING FLOOR DISCRIPTION -` EXISTING BASEMENT 2 FLOOR (¢— STORAGE UNIT#53BEDROOMS/1 BATHS J rp DATE MECHANICAL EQUIPMENT 1,080.03 GROSS S.F. r0, 09/01/2015 UNIT4A63BEDROOMSh BATHS J SCALE AS NOTED 1,025.13 GROSS S.F. I DRAWN BY JRH UNIT#73BEDROOMS/1 BATHS CHECKED BV 1,038.7 GROSS S.F. UNIT#B3BEDROOMS/1 BATHS of M 1,024.34 GROSS S.F. o PROJ.ARCH. FPC 1ST FLOOR PROJ.MGR. DD_ § (HVAC - UNIT#1 3 BEDROOMS11 BATHS A JOB NO. SM0215.016 958.68 GROSS S.F. - I- - UNn#238EOROOM$/1 BATHS 1,025.2 GROSS S.F I THIS DOCUMENT, THE IDEAS AND DESIGNS UNIT#33BEDROOMS/1 BATHS oA ® _ '3'2_'34' LOT LINE INCORPORATED HEREIN AS AN INSTRUMENT OF 1,038.7 GROSS S.F. PROFESSIONAL SERVICES O THE PROPERTY AND SHA OFL UNITN43 BEDROOMS/1 BATHS CURTB USENE IN W ASSOCIATES AND SHALL 9'-0" NOT RE USED IN WHOLE OR PART FOR ANY 1,024.34 GROSS S.F. REASON WITHOUT THE EXPRESSED WRITTEN TOTAL OF UNITS=8 I r AUTHORIZATION OF CURTIS DOENEOETTO O ASSOCIATES. O I O b O 101 LINE^ 22'1" 19140" r O iD ABBREVIATIONS W - N CID%mvE nxuxeD rLGca LO AEF. an,D. Dw�lrroucR � I� ox EQ DPAtMxD T E%DWT1H.T* DOW O a.wP wWMVNLLBX¢D LOT LINE `xWDM LANDSCAPE LEGEND DX DERXTER PROPOSED SIM: f - 1 aim yiMaRHATDquyYE 1241 BLUESTAR-FMSOMA TASERIUEMCMMt4'MIHIry _ O ® PARKING/LANDSCAPE eA EsiaiEEL MULCH BED 81.57' — -� PLAN mPK . VIDx T.CPXEi NMELL PAVICFD O� ' ' I . _ riGC POFWXDRER IOC .0 NBER PL EHCE3I O VF RHIME1. WTH<%<'PWTHNGBEDWMUNTECURBM0 THE LP BPRNMDX9PxExlED PMGVEEsNDWEP4XE/LRLYEPM� AN , XBBPf/tOTIDX N1Y BEfDUXDNpWiMEGPAWXGD. A J REST a A-0. 1 ' M.,V EDsnE PIAN • ,r., i ! V.t Aly �+'L, ++� ��+x �L.�. .♦ R�I�' i° � ��.yt T�� e+ • e`,� �,! Y+4� � �, �,�L�'��A' fes.•'. °Y ,� +i k.-� `LI'x�,�et �' ,t♦7" r�,•+� �1'i� e1�•� r�•J� x�* .�f Wit•,:�,r. T �'+ j � /�/� ��1�7} �•r�a�! � �J.'f�v��.{''7��,�� •��'R" °i.T�,Y.i..�•^ ��■y��•1Cy'�♦f'� y �':xt �• �.`-v 7^t w'`�►-+-1\j` :y: �'1�. � r 'l., '".M,��C'^'.Pr } .'4 � r� `"� si��t`♦'.>, T'•ry.-� k� C "ti•�M.t�i �n'�•3� �'"8'"' i • �� err.�.M..y e%�"'�. .Jn. •11. ♦ r;;..•.. • . 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S S 5 S S 36•SANITARY SE fl 5 S I S S 5 S-70,USS S REGISTRY USE ONLY a EXISTING MCETFlRE ) -\ RIM: 10.0' `NIM: 96 SEANCEFO BE !` INN eg96 i$ 6 D T9 5 f5-y 5 1 5 36 -----ART SLWCN - 9.25 S `�--r�52 S _- S B.E - Jam_ -� 1 6"54RITARY 5 WER WATER S 5 1 Q$ 5 S 5 5 36'SANITARY SEWER 4 5 _ MCL 9.1 .G -G INW O.BC 4 CABLC OUCI G Y 4. C U97 - - G j G ----��ABLLeULf � fl-f� fl R _ - G G G G G f - C G0.5 MAIN � GA � .GAS MAIN _ _ ___ 2 93 2 CLEANOUT CABLE DUCT qIV PTV A - •9- -CATV- APV:AN MUM' AN - AN -{ATV CAN .q-i.ATV V �.A IV qN AN -9iLAN AN CATV :41V AIV- ':ATV CATV "A ��\1-,,,,`` CCC 9.3 1 to, k+)3 - .1 O 1 TN.86 w , i .. 9.fi -_.8 E 1s r SDR35 PW 9.6 15A J INV: 191 CANAL STREET GRAIN%PE LATCH BASIN ¢.0 3.0'S 50.01 RIM: S1' / I 'A 2 V, RETURN EYJSIINGJ I CATCH BASIN q5.0 Q WV: ).1' METER TO SALEM WIN 1 1�'METER RIM: 9.3' / MSMNG I INV: 7.3' ,96 INFlLTRAnoN SYSTEM 2 BACKFLOwJ 010 - DRAINAGE CALCULATIONS - INFILTRATION SYSTEM I 10.5 ® p T J 1000 GAL. RECTANGULAR ?RFVENWR 1 DRYWELL W/1'STONE AflWNO IMPERVIOUS AREA - 0768.0 S.F. ROOF 4 4019.4 PARKING/DRIVEWAY '.0 d97 CANAL STREET {, `1 TOP W: 8.0' W INFILTRATE (STORE) 1'OF RUNOFF g e 0 y q 5 FA ® INV IN 7.0' �1! 10.2 1/12(872A-S.F.) -]2]a Ca FL Ck1� Ej ROS. 3.2' MW g USE 2 x 1,000 GAL. OPT'WE115%EOUALZER PIPE -SEE OETNL 9,P. , Z 1 , - k'L $ 2J3 133U] W. R� 1 26> CU. FT STONE AROUND EACH La.N 1 1; VOLUME COMPUTATION EXTERIOR CRUSHED STONE PAR i $ 2 18.5 7. x 13,67 FT, x 4.1] FT y93-95 CANAL STREET i '-' ( )(CHAMBER VST CU. R. E FTT n 8 2,0' ® .NA 1 E%IS➢NG 2 STORY f 21069 CLL R. - 26](ay CLL FF. (LINMBER VOLUME) 1839.5 CLL FT. BUILDING UNDERGOING S 36115LU.FT.CHUIBER OVOL�ME +55519UCU, R.MI05 Tg1819.3DS 0RACER RENOVATION T°3 STORY R 0 12-UNIT pV£WNG 0 819.3 CU R. TOTAL STORAGE > ]2].3 CU. R. RUNOFF CALCULATION \ wj A!: a.z• DRAINAGE CALCULATIONS - INFILTRATION SYSTEM 2 c IMPERAOUS AREA= 2021.9 S.F. PARKING s 1 \\ 0.2' \\1 ) INILiR1TE (STORE] 1'OF RUNOFF 1 N o \1 g 1 1/12 (2021.9 S.F.) - 168.5 CU. FT 11A T\ USE 1.000 GAL. DRYWELL- SEE DVML HVAC / 133.7 CU. M WITH 2 R. CRUSHED STONE MOUND \ 1'U VOLUME COMPUTATION EXTERIOR CRUI STONE f < N TEMPORARY SNOW 1 PROPOSED DMH (125 R. x].6] R. x 4,17 R) - 399.3 CU. R STORAGE AREA °S INV: 1' JB9J CU. R - 1337 [U. R. (CHAMBER VOLUME) - 265.6 CLL FT, 111 PIM: 11.3' <I 8.0' P INV IN: 61 265.8 CLL R. O.J (VOIDS) - ]9J CU. U. VOLUME S - STORAGE 4.Y WV WT: 6.8' 133.)LLL R. CWJIB R VO ME + ]B.] CLL R. V0105 = 213.4 CU. R. 213.4 CU. R.TOTAL STORAGE > IMS CU. R. RUNOFF CALCULATION 1 1 1 DS INV: 60.1 THIS PLAN HAS BEEN CALCULATED FROM INSTRUMENT SURVEY 8.0• 1 NFlI TRAIION SK1Fu 1 AND TRW RECORD INFORMATION ONLY. THE ARSCENCC OR EXACTNESS •11, � (z)ION GAL'RECTANGULAR OF UDLD VE IS NEI ACT LOCATIONS OR IMPLIED THE CONTRACTOR 1.. WgSA 1 3220 TOP CH'S W/4'Si(MlE MOUND TO FIELD VERIFY EXACT LOCADONS OF ALL UTILITIES. pSED ppREA r �. TOP LH: ).T 1 (PTp 6T INV IN: B.T GRAPHIC SCALE 1.4 INV EQ 6J' 1 CONTRACTOR TO NOTIFY DIG-SAFE(1-889-OIG-SAFE)AT LEAST 72 HOURS _ FS..O. PARKING LOT B.O.S.: 3.9' PRIM TO C.ONSTRUCTON. N �Sq � 1,L,® I KIMJ 1 SII 1 PVc l (_- rR J 1�e-UiTTMEN T j- 6•SOR)3ESR PTpg 4 •„3 LANOSLME ADIUSTMENA, DRAINAGE ADJUSTMENTS L.J.B. 19/6/2016 a„T EWw • PROPOSED SITE PLAN .120 93 - 95 CANAL STREEEIII d,s SALEM, MA o - LANDSCAPE LEGEND F FOR Ex uJ 11,7 LEO SCHIAVUZZO 2-1/Y CAL. PINK FLOWERING OWWOOD _ -- 2.0' (COW FLORIDA RUBRA) nN4� CIVIL ENVIRONMENTAL CONSULTANTS ��. 8 OAK STREF,T PEABODY, MA 01960 978-531-1191 • -b24)EMERALD ANBORAn�E- THI DATE: 7/13/2016 JOB: 3641 ccmWALS WITH MULCH BED SHEET NO: 1 OF 2 DRAWN BY: C.R.L. LWIEB SCHIAVUZZO REALTY LLC ZONING EVALUATIONIBOABRAOR MIDDLETON,MA 01818 B-4 ZONE o,E<. LOT LINE 80.001 RESIDENTIAL CONDOMINIUM Z_ __ Required Proposed sass CAVA ST sALEM,MA 01e7B Minimum Lot Area 6,000 SF 12,069 SF Minimum Lot Area Per Dwelling Unit none Curtis Dinenedeno and Associates Minimum Lot Frontage 60 FT 114.72 FTH P TJ SHORE NO / , Minimum Lot Width 60 FT 114.72 FT WINCHESTER MASSES Maximum Lot Coverage 80% 46% o O O O o o O p Nl WINEA Minimum Depth-Front Yazd none -- Minimum Width-Side Yard none -- Minimum Depth-Rear Yazd 25 FT 44.4 FT PVLNMI ENOINEFA Maximum Height 45 FT 24 FT 6 MY ORI b FENCE&HO'HT Parking1.5 x 8= 12 1500 1(V 2095 F.ExamEIR LOT LINE I REVISIONS DATE I TEMP.SNOW ECOD 8-30-16 STORAGE EAR AREA - - BUILDING FLOOR DISCRIPTION EXISTING BASEMENT L]I J 2 FLOOR ® Q STORAGE UNIT#53BEDROOMSH BATHS 1 III MECHANICAL EQUIPMENT C r' 1 Q DATE 09/01/2016 1,080.03 GROSS S.F. �I UNIT#63 SEDROOMSH BATHS J O J ~ SCALE AS NOTED 1,025.13 GROSS S.F. - UNIT#7 3 BEDROOMS/1 BATHS DRAWN BY JRH 1,038,7 GROSS S.F. CHECKED BY UNIT#83 BEDROOMS/1 BATHS 1,024.34 GROSS S.F. o c") PROJ.ARCH. FPC 1ST FLOOR _ _ 4 IHVAC PROJ.MGR. DD UNIT#13 BEDROOMS/1 BATHS m JOB NO. $M0215.016 958.68 GROSS S.F. L-- ° UNIT#23BEDROOMS/1 BATHSDESIGNS 1,025.13 GROSS S.F. 1 0 ® '3'2_'341 LOT LINE INCORPORATED IDEAS AS AN INSTTRU ENT OF UNIT#33 BEDROOMSII BATHS - — — 1,038.7GROSS S.F. PROFESSIONAL SERVICES IS THE PROPERtt OF UNIT#43BEOROOI BATHSCURTIS DIBENEDETTO ASSOCIATES AND SHALL 9'�" NOT BE USED IN WHOLE OR PART FOR ANY 1,024.34 GROSS S F. oo— OO REASON WITHOUT THE EXPRESSED WRITTEN TOTAL OF UNITS=8 AUTHORIZATION OF CURTIS DIBENEDETTO ASSOCIATES. I I 4 ® p1TT=3 0 LO LINE—. I�l 22'4" 4892 ` HIT ABBREVIOTIONS 00 � n041p,� KF eLTTOMNx�sxFnnoLR 00 NOWN roenL LOT LINE IM afl NK TOES LANDSCAPE LEGEND — ONLENTER PROPOSED oIN.Ooay. 1 wv'xnE (201 EMERALD ARBOWTPE r o p PARKING/LANDSCAPE °'"""" -THUNOCCIDENTANB 8�.57F _ _J PLAN K,'ff aiEEl WTH MULCH BED T�C TOPOFMIKwoFVxuLR 1 r v.FETE W VEninmmEo 1 31'r CAL. 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I I tn . . . . . . � B.O.S.: 3.2' . I . I . I , 4 % � 11 . . . . I... � . I . . . . I - i - � .. I . t__ ��l I . 1. I . . � . . . .. . .� . . . � I : ., . ... . I � . . . I . . m loo U I 0 . I . I : . .1 I. USE 2 x, 1 OOD GAL. DRYWELLS W/ EQUALIZER PIPE - SEE DETAIL , - . . . � . I . � . I . I V, �, , . � - - � ... . I . . * a 0 . � � I . 1. . � I .., I I . p I . � . I . � I - . , I . . . . I . . I I .� .. " . .. . . - . . I . I I � � i I 0 -Z I / , I I � � I . . . . I . Q - . _. . . I . . . � . I I . I (A 0 I ... . � . . . . . �. . .. . . I t I . I . 1 9.8. . . . . j . . 1 .� . . ,� UL . - 1. : ..*. . � I , . . � 001 1 . � � . I . � 133.7 CU. Fr. 'WITH 4 FT. CRUSHED STONE AROUND EACH ; I . I . � . I . I . � .. I I I . . . 1, .. I . I . I � � I .... o . . . I . . I I I I I � 1. �l . . I I .I I - . . . 11 � I . � . . �� . - ''. � � I . . . .11 � � . ! . . . I � : .. I I . . . . . . . . . . I . 1. . . �� . 1 ... . . I I . � I . I I 0 �� . I . I . . 2 x 133.7 CU.:- FT. =�-267.4 CO. FT. . . . I . . 1. . .. I � . � I I .. � ,I I ... - i .. . . . . . . I . I ... I . I .1 I . . � . . . �..� I � . I � . . . _. � .:,:.�. .� I I . . � . . . . I . I � � .. . 4 -7- . � 1 . . . I . . I .. . .. . . � . . I . I . I � . . . . . . - I . I . I . � � / I � . . . I I . . . . . / . - . . . . . I � -_ . . I . I . :; � .1 . . � . I . I . . I � * . I . . . . . ,' . � . . I I ! � I . . . .. . . -EXTERIOR CRUSHED -STONE . . . ,,, 1) I I I. � I .. I . . I I . I . � - I � ' I . . . . I� 0 1 . I . . . t�. L . I C I . . � . /.. - . . . � 1. . ,CA I � . 'o � . . . . . I . . . I --A , . . . I . . .. .1. . � � I . . _. I � � l . . . I I 1 . .19-16 � PAR T m . p . . . I . -;o -;o . 1 1 . ., I 1. . . / . I � m_ VOLUME COMPUTATION - . � - I . . . . . 70 F . .. . . . � . . . ., . . . 1. . I . � � - I � I I I � � / . I ... . . - . . - 4 : I . I I . . . ;-;o, 0 - � � I I I . . - . � . 1 -95 1 2 (1 8.5 FT. x .1.3.67 FT., x 4.1 7 FT.) = 2106.9 CU. FT. . . . I . 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I . . .. � . I . . ,� . � I ... . . � 11 . 11 I . I I .1 .A . � . I � . I I . .1 . . . -1 68 5. CU FT. � . I � . ; I� I I . .. . I . . I � I . I . . � ; I � . . . I � �. . � . . . I . � � . . . I . . : . . . . . . . Co � . 1/1 2 (2021.9 . S.F.) = . . . . I � . I I . I I I I I I . - . � I I . � . - . . . . . I . . I I . I � � . to . . 11 � I , I . . . . 1 . . �: .. . . . . . � � I � � � i � I . 1 . I . . I - . . . . � � � . I . . . . . . . � . . . - . 11 I . I . . ; I . . .1 . I 1. I . . 1 . . I � � - . . . . � . I I . � - . . . . . I Itla . � 1. I � . I �, . . .. . I I � . � I ! I . . . . . � I - 11 I . I ., . . 10.5 1 . . 1� I . � f, / . . 11 . . I I I ! V . . . 1 . I I ! n . � . I I I . �. . . � . . . . . I . . . . I . . . . �� . I I I . � . . .. . _ I . ,� � . ... . . � . .� . . . 1. . . 1 . - 1. . . . I.. - �. � 4 I . 1 . 11 . 90 0 li . �I., . .11 .I . .I I I I . USE 1,000 GAL.' 'DRYWELL -�-, SEE' DETAIL .. I . � q I I . . . . . . I . I - I I .1 . . � . . I �. . . . . � . I � I . I I . 1 - . I . I � . � . . I . � .. . . � .. . � . I .. I . CL. I ... � 133.7 CU. Fr. WITH 2 .FT. CRUSHED 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. . AM . I _�ll I I . . I . I . I . ; . I . . I I - I � � . . I . . . I I . I I � � . : I I . I . I I I . . . . . . . I . . I � . i 4 � I. . . . . I . . . . . � I wo.. I . - I I .. � I . . . .. � I . � . ; . . I. I .. . I .. . I I . . . . . 1 . . Am � . . I � x .. . I I � . I . � . ; . 1. 1. . I . . . . I � . . .. . . . . . . . . . I w . I . I . I I I � . � . . I � I 1.�O , � I I . I I . . � - � . . VOLUME COMPUTATION. EXTERIOR -CRUSHED STONE , � I i1� I � . �. ! . . I . � � � . . I . . I I . . I � . . 1. I . I . I I . I I I � .1 . . I . - � . . ; . I I . 1 I . 1. . . . . . . . 1. I . . - 1 I 1. I � I-__ . . -3 CU. FT. - . I I I I . 11 I I . I i ��_ " ul . . . 1. . . I �.. I I . . . . I I . I I . . , . .. : . I . . . I 1 . I .�. � . �. I I I I . � 1. � . . . (1 2.5 FT. x .7.67 FT. x 4.17 FT,) = 399. 1 . . . I . . I . . 11 11 I . . . TEMPORARY SNOW � , � . I . . . . � . !* . - . I 11 I I � . . I I - . - I . . . .. I . I . I . 11 - . 1. 1. . I -: . I . � . - 1.33.7 CU, - FT. (CHAMBER VOLUME) = 265.6 CU. FT. . . . I 1, . .1 � . .. I � I I � . . . � . DS INV. i . . 399.3 CU. FT. � . I . . I . 1. : . . I . . . � . . . STORAGE AREA I I . - . I I . I I .. I *DRAIN . .. - . I . . . . I . . I . . . . � I I I . . . . . .. -a � I . . I , . ..� . _ : 0.3- (VOIDS) =i= 79.7..CU. FT. VOLUME VOIDS -STORAGE . : . I . i . � . I I . I . . . . I I . . . I I . . . . I - . � . .. � t I I I . , . . 8.0" . I ,. , CLEANOUT .. . . . . . . . 265.6 CU:. FT-. x I. i . . � � . � . : . . I . I � I I . I . . . � 11 . I � . . , . I . . . . . V.D . I . 90 . I � � I I I 1. I . CHAMBER VOLUME + 79.7 CV. FT. VOIDS = 213.4 CU. FT. . r . . I � I SSTjg, I I . . - . I . I I . I . I . . . . . . I 1 . . I . � I . . �� . . 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I I � i I _-. ___-__-l ______ .____ ._ _ 1 _ I L __ F7 STREET*SURFACE .CURB STONE SIDEWALK ROADWAY COVER SERVICE PIPE SEWER CLEANOUT FRAME & COVER NOTE: STREET BASE - STAINLESS STEEL CLEANOUT TOP SHALL BE ENCLOSED STAINLESS STEEL PIPE CLAMP IN CASTING AND/OR FABRICATED SET CASTING ASSEMBLY • -. EXPANSION BAND COVE A C FLEXIBLE RUBBER R ASSEMBLY. IN ONCRETE COLLAR Q CONNECTOR MAIN TUBE .TUBE. CONCRETE TRUNK x LINE OR MANHOLE o WALL a 6" PVCRISER '- - :-PIPE ' TEE HEAD MAIN TUBE .SHOE Dz2a I fPam LI - « roAFlm4f,�lV3wm LeiWATER .a�,gorraiirc 6 MAIN NOTES: - 1 OPENING IN CONCRETE WALL SHALL BE CORED USING - HIGH SP DIAMOND DRILL. SPEED ..• - -ji 1 2. ALL. METAL FIXTURES SHALL BE OF STAINLESS STEEL. eOOlLEADZie 1P/INO NOTE. • 11/2" AND 2 SERVICE REQUIRES A CORPORATION STOP 3. SERVICE LINE SHALL BE FLUSH WITH THE INSIDE OF n!r5 CORPORATION COCK ONLY AT THE MAIN DIRECT TAP pD,wcvr AND SHALL BE PROVIDED WITH ROADWAY - THE CONCRETE PIPE OR WALL. BOX AT SURFACE. 4. IF TRUNK LINE DIAMETER IS LESS THAN 24" THEN A SADDLE .TYPE CONNECTION WILL BE USED. 6" WATER SERVICE CONNECTION DETAIL SEWER SERVICE CONNECTION DETAIL IN-LINE CLEANOUT DETAIL EDGESTONE VNITH STANDARD CATCH BASIN GUTTERMOIUTH FRAME AND GRATE; CONCRETE SIDEWALK 1&'-6• EXISTING PAVEMENT - tzo 10'-6' ADJUST TO GRADE o otZ 70129- o o - CONCRETE COLLAR a a 20' DIA INSPECTION COVER ° MORTAR FILL AROUND PIPE STAINLESS STEEL PIPE CLAMP s'-s� 13'-s' o FLEXIBLE RUBBER CONNECTOR CATCH BASIN HOOD - PLAN VIEW o: . 1 TAPER STAINLESS STEEL EXPANSION d, BAND TOP CHi 7.4 0 4' TRIP (6' H-20) o -._.(4) s• DIA INLET MASTIC GASKET MATERIAL ALLDETAIL .. SHEET .. -O y ° o O O 0 0 INv� 6.4' - MANHOLE M OLE JOINTS 0 0 0 0 3 95 . CANAL S TR 2'_10' OO o 0 O 0 0 0 -I PRECAST CONCRETE TO ET (3'-0' H-20) 2'-2 4'-10' t�0 O Q Q CONFORM TO ASTM-478.- (5'-0' H-20) a . d a CONC. OF 4000 PSI AT 28 - - DAYS . ... SAL.Em MA 0AAAAAA B.❑,S,i 2.6' �Qyt�l OF 41q 3 DRAINAGE HOLES 4 TO 2 1/2 DIA TAPER FOR °• ° a a a a. 10 . BRUCE R SECTION VIEW LEO SCHIAVUZZO WEIGHT . � EATON ITEM N0. DW-JDW STANDARD 5,650Elm, SEEK, 12196 6" SCREENED GRAVEL NOTES: DW-JDWH H-20 7,100 1. CONCRETE: 4,000.PSI MINIMUM AFTER 28 DAYS. H ' H 2. ALSO AVAILABLE IN H-20 LOADING. 61 [ CIVIL ENVIRONMENTAL CONSULTANTS 8 OAK STREET-PEABODY, MA 01960 9178-531 - 1191 1000 GALLON SHALLOW DRY WELL CATCH BASIN DETAIL DATE: 7/-13/2016 JOB: 3641 . SHEET N0• 1 0F . 1 DRAWN BY. C.R .L. i THIS PLAN HAS BEEN CALCULATED FROM INSTRUMENT SURVEY -888-DIG-SAFE)CONTRACTOR TO NOTIFY DIG SAFE (1 - AT (EAST 72 HOURS ...�"' AND FROM RECORD INFORMATION ONLY. THE ABSCENCE OR EXACTNESS NOTE: EXISTING SEWER SERVICE -PRIOR TO CONSTRUCTION. UTILITIES IS NEITHER INTENDED OR IMPLIED. THE CONTRACTOR TO BE VIDEO EVALUATED TO FIELD VERIFY EXACT LOCATIONS OF ALL UTILITIES. & REUSED IF IN GOOD CONDITION ASSUMA - 10. - 10.2 -� CANAL STREET (PUBLIC - VARIABLE WIDTH R.O.W.) o f STREET OPENING: 5'x25'=125 S.F. D p p p p D D D D D D D D D D. CUT & CAP WAFER D D D D D f' D SERVICE AT MAIN -120"x60"•STORM DRAIN 120"x60" STORM DRAIN 2" TYPE K COPPER j0- SEWER MANHQ W W W _W BQX_CULVER BOX CULVERT WATER SERVICE RIM: 10.0 f. INV: -0.79f W W W W w W 12'W WATER MAIN W _..-___- 12 WATER MAIN W �---- p p p D D D D D D D D D D D D - i� S S S S S 36 SANITARY SEWER S S S S ' 36" SANITARY SEWER S S - S " S SEXISTING FIRES vv S S S S t �S � S S p c pp�/ PROPOSED CURB CITY OF SALEM S EXISTING R EG f ST-I \ 1 U S E ONLY PROPOSE SITREET LIGHT & ELEC.HANDHOLE PROPOSED CURB CIT'_ SALEM c� CANAL ST. RECONSTRUCTION CITY OF SAILEM CANAL ST REUSED : ::::;: :WATER SERVICE CANAL ST. RECONSTRUCTION RECONSTRU(C710N-.9, ^ EXISTING 4" SEWER �: X9.6 �9.6 ti f 36 -SA ITARY. SEWER ` SERVICE TO BE REUSED 5 �S ` �S S 3fi" SANITARY SEWER 5 S S S S S S ' S �' N 1 S S 0 S S S S �` S � S S S 3fi" SANITARY SEWER G G G G G G G -G- G _ G G G G G G G G RIM: 9.8 G GAS MAIN ---14' GAS-'t�FA1 1 >. ---14'-- \ GAS INV: --0.85 --,; IWA q 9.3 9.2 E x E 1 wI.1 914 o . W. W. x vv HW U-POLE EXIS '� -- ----- __CABLI -atiCfi U POLE 9 3 CURB CABLE DUCT CABLE DUCT r` CURB LI 9 -- --- ----------------- - STQP 2.6 x ATV ATV CA -----%-9-�-,~CATV CATV ATV-ES:53' CATV ATV--� --- ATV ATV ATV ATV ATV 2'8 ATV fiU:' ATV ATV CATV ATV ATV CATV TV------------CAT CATV CA .3 PROPOSED UNDE ROUND ,_�--- _____rte _ __ x 9.3,,. 114.5,4' WALK ( x 9 5 t _.._._..________ELEC__CQNDUI.�,.---�•- _-�'10 •gyp?2 j x 9.6 1 i x .--- CITY OF SALEM CANAL ST. RECONSTRUCTION �� 8" SDR35 PVC 9.6 2fi.,�' #91 CANAL STREET DRAIN PIPE CATCH BASIN y FLOW 5-0.01 RIM: 9.1' LEC I CATCH BASIN \-1j" METER , � 4 0 .INV: 7.1 ' EXISTING li �� RIM: 9.3 OIL FILL FIRE STAN( s� O INV. 7.3' i/ 9,6 6 ' --a INFILTRATION SYSIEM 2 PIPE I r , I _�_� ^ DRAINAGE CALCULATIONS -- INFILTRATION SYSTEM 1 10.5 _ O r; '� x 1000 GAL. RECTANGULAR EXISTING - IMPERVIOUS AREA = 4768.0 S.F. ROOF + 4049.4 PARKING/DRIVEWAY DRYWELL W 1 STONE AROUND BACKFLOW 7p #97 CANAL STREET �.. t . �' PREVENTER °a� TOP CH: 8.0 I INFILTRATE (STORE) 1" OF RUNOFF � � � � _, E�•� � RETURN: EXISTING N .Q � `s 1/12 (8727.4..S.F.) - 727.3 GU. FT. Do �:�:;� INV IN: 7.0 0 10?.2 I - -- z 9.5 cA N :,. :• METER TO SALEM WATER DEPT. G� B.0.S.: 3.2 e.- w pa p ' t USE 2 x 1,000 GAL. DRYWELLS W EQUALIIZER PIPE -- SEE DETAIL c �' w w NEW DRIVEWAY 133.7 CU. FT. WITH 4 FT. CRUSHED STONE AROUND EACH 9.8 t' "= �:: u� o Z .,- -. : 7.� ,� PAVEMENT TO BE 2 x 133.7 CU. FT. 267.4 CU. FF :;::,.• :.. 0 ;. GRADED AS TO FLOW o (J) v TOWARDS CATCH BASIN 19.0 PARk�#nf6-`i.QT � � _ � � VOLUME COMPUTATION EXTERIOR CRUSHED STONE o #93-95 CANAL STREET � � z (18.5 FT. x 13.67 FT. x 4.17 FT.) 2106.9 cu. FT. 2106.9 CU. FT. -'•• 267.4 CU. FT. (CHAMBER VOLUME) = 1839.5 CU. FT. x EXISTING 2 STORY "1 2.0 �' " 10.1 -II 1839.5 CU. FT. x 0.3 (VOIDS = 551.9 CU. FT. VOLUME VOIDS STORAGE =•'� (�"lv' 9.8 - 1�• BUILDING UNDERGOING v� ) • RENOVATION 0 3 TORY 267.4 CU. FT. CHAMBER VOLUME + 551.9 CU. FT. VOIDS = 819.3 CU, FT ....� T S snQ o� 8-UNIT:DWELLING , 819.3 CU, FT. .TOTAL STORAGE > 727.3 CLI. FT. RUNOFF CALCULATION N _ 412.6 �, 10.7 f 0.2' 10. DRAINAGE CALCULATIONS INFILTRATION SYSTEM 2 IMPERVIOUS AREA = 2021.9 S.F. PARKING 0.2' INFILTRATE (STORE) l" OF RUNOFF 1/12 (2021.9 S.F.) -- 168.5. CU. FT. 10.5 ,� USE 1,000 GAL_. DRYWELL - SEE DETAIL A O 133.7 CU. FT. WITH 2 FT. CRUSHED STONE AROUND 4 - `. x`1.0 VOLUME COMPUTATION EXTERIOR CRUSHED STONE cn TFMPJRARY SNOW r�� PROPOSED DRAIN MANHOLE 12.5 FT. x 7.67 FT. x 4.17 FT.) = 399.3 CU. FT. h DS INV: ! 399.3 CU.. FT. .• 133.7 CU. FT. (CHAMBER VOLUME) = 265.6 CU. FT. >JI�AGL AREA ` RIM: 11.3 8.0' INV IN: 6.9' 265.6 CU. FT. x 0.3 (VOIDS) _ 79.7 CU. FT. VOLUME VOIDS STORAGE o ADA 1 D 133.7 CU. FT.. CHAMBER VOLUME -t- 79.7 CU, FT. VOIDS = 213.4 CU. FT. `'. COMPLIANT 1 7.2 INV OUT: 6.8 213.4 CU. FT. -TOTAL STORAGE > 168.5 CU. FT._ RUNOFF CALCULATION y ENTRANCE •t Op o DS INV: g Abp 1:1Z --- 8.0'. Ap .6 INFILTRATjON SY5TEM' 1 GRAPHIC SCALE 11. (2) 1000 GAL. RECTANGULAR �0 0 s to 20 40 LANDSCAPE LEGEND 1.1 r �,WPS� `''� 22'0 DRYWELLS W/ 4' STONE 'AROUND OSE��E 'o AREA 6 3" TOP CH: 7.7' - 'Y � p INV IN 7 x 11.4 R :.. V fi.7' { IN FEET ) : :: •-i: IN EQ: 1 inch 10 f - 3-1/2"CRIMSON SENTRY MAPLE �A S ---r''_ C:: ' B.O.S.: 2.9 . : ............ (ACER PLATANOIDES) WITH 4'X4' �O�'A� .r-.^ 2 WAY phi :::: ::: 11 1 Q �' '" GENERAL REVISION L.J.B. 11 29 2016 PLANTING BED W/6" GRANITE CURBING ,p p .......... ;.� '"� �: ' 4 O _ .::.:. � :.:.:•;•................... Q ., �,.- '- ._ 3 REVISIONS PER PLANNING BOARD L.J.i3. 11/11/2016 : : :` t '..- '"T 2 GENERAL REVISIONS L.J.B. 10 31 2016 • :: : .- 6" SDR3 p1pE x 11.3 , LANDSCAPE ADJUSTMENTS, DRAINAGE ADJUSTMENTS L.J.B. 9/6/2016 (16) GIRARD 5 RENEE MICHELLE AZALEA r t:: '' :,:. :::>:::. '� vp,LiZER �..::.::.:::: :: : ::�'5 -- - r�v WITHIN MULCH BED 11.4 �. . �: :•�:- �--� ; 1 O OSED SITE PLAN' 11.7 :':: � PARKING 0 11.2 3.0 11.4 ,.� xIX .593 - 95 CANAL S 11.4 r&D'" ' 11.6 VED - � 0x- x 1.6 �o _ r - SALEM , MA o NOV 3 0 2016 titiiTt r �; CLE 0 r- DEPT. OF PLANNING & COMMUNITY D VELOP.,E iT EXiST1NG LEO SCHIAVUZZOz jq '6• 11.7 .� CIVIL ENVIRONMENTAL CONSULTANTS -. 8 OAK STREET PEABODY, MA 01960 978--531 -- 1 191 DATE: 7/13/2016 JOB: 3841 .. .�., z SHEET NO: 1 0F' 2 DRAWN BY: C.R.L. II _ • y - I CURB STONE NOTM: STREET ; SIDEWALK - SURFACE - (1.)5'-0"DIAMETER FOR ALL MANHOLE DEPTHS GREATER, THAN - 20 FEET OR WHEN ORDERED BY THE ENGINEER. (2.)6" MIN. WALL THICKNESS AND 7 INCH MIN. BAST: THICKNESS WITH 5'-0" DIAMETER MANHOLES. (3.)6 INCH UP OPTIONAL UNLESS OTHERWISE NOTED. - (4.)CONCRETE INVERT AND SHELF MAY BE SUP-STITUTED' EDGESTONE WITH - STANDARD CATCH BASIN IN STORM DRAIN MANHOLES AS DIRECTED BY THE 0GINEER. GUTTERMQUTH FRAME AND GRATE STREET BASE FRAME AND COVER TO BE „ �# MARKED "DRAIN" ---CONCRETE COLLAR CONCRETE SIDEWALK 1�5 } FINISHED EXISTING PAVEMENT GRADE Imo- ADJUST TO GRADE SIDEWALK . < UPRIGHT x D NC EXTENSION o t CO .., �;.,,... GRA E RING, RETE COLLAR a. TUBE •t t " ORECAST CONCRETE SECTIONS Q' MORTAR I ILL AROUND PIPE Ll. t !• TO CONFORM TO ASTM-478, I 0 DIA.TYP. tr.4 CONCRETE OF 4,000 PSI AT 28 a` •' A A RAYS LI STAINLESS STEEL PIPE CLAMP 4,-O" FLEXIBLE RUBBER' CONNECTOR TYP E K � . • �• i : - CATCH BASIN HOOD COPPER >', t MASTIC GASKET, TYPICAL ALLCN .� MANHOLE JOINTS `� - �; FILL LIFTING HOLES WITH CONCRETE ' SERVICE STEPS PIPE .,� WATER II f�°' 1z o.c. ;� TYPICAL REINFORCEMENT. ' } i WELDED MAIN ; MULTIPLES OF �;t<. WIRE FABRIC 6x6x4Wx4W SIDEWALK :. STAINLESS STEEL EXPANSION COCK CORPORATION BAND STOP DIRECT —�---PRECAST REINFORCED CONCRETE + MASTIC GASKET MATERIAL ALL " ,� " > J MANHOLE BARRELS MANHOLE DINTS TAP 5 MIN- 0 MIN. SHELVE TO 9E BRICKS A S - ��". . LAD FLAT - - , �. a AT A SLOPE OF 1" PER . PRECAST CONCRETE TO WATER SERVICE CONNECTION DETAIL �� .: .� ., �•� ;' :•';��.; _ .a '4 CONFORM TO ASTM--478. CONCRETE FILL A CONC. OF 4000 PSI AT 28 6 "TYP, 3}--�--,-� :fl: ;• i�. ;A i ( . DAY INVERT TO BE INVERTED ARCH WITH PRICKS LAID AS STRECHERS AND ON EDGE ♦ A o ', G • A A •' H= 10` Oil LESS -#4 AT 18 EW MIDDEPTH eSCREENED GRAVEL BEDDINGlilaw sk 'm -- — _ 6 SCREENED GRAVEL H•= 10' TO 20' -�4 AT 12 EW MIDDEPTH H- 20' TO 30' —#5 AT 12 EW MIDDEPTH s „ IN AIDDITION TO WELDED WIRE FABRIC DRAIN MANHOLE DETAIL CATCH BASIN DETAIL i BACKFLOW PREVENTOR (WATTS-2" 007 M 1 T (NOT TO SCALE) pwi 18'..6. ..._.....�._.-...�. ._...-. 18'--6' 10'-6` � roes av" "t s.�CL I t�fQtJ�Ur11TCAV 20" DIA INSPECTION COVER S 20" DIA INSPECTION COVER - i , ao � riiVo Nr..� j I I 1 1 t 5'-8' 13'-8' �c,. 1 i I I S'-t3' 13'-13' (�OM�L`Nrt/h� GENERAL REVISIONS L .J.B. 11/29/2016 22 f REVISIONS PER PLANNING BOARD L.-J-8. 11/11/2016' 2 GENERAL REVISIONS L.J.B. 10/31/2016 V TAPER PLAN VI W 1' TAPER PLAN VIEW LANDSCAPE ADJUSTMENTS, DRAINAGE ADJUSTMENTS L.A.B. 9/6/2016 TOP CHt 7,7' _ TOP CHr 8.0' SHEEr"4' TOP (6' H-20) - C4) 8' DiA 2Nt.ET �- 4' T P S4' H--0) t <4� 8' DIA INLET O O O INV 6.T Q �) INV 7.n' - 95 NAL IR' 93 CA ' S TT EET <3'-0` H•-2o) 0 Q ] '-�• cs' n• H �o) ® 0 Q a'-�' ,- 4-101 i_ _ - SALEM MA - 9 D.O.S,1 2,9' ;;ra B.O.S.. 3.2' I M- 1 3. DRAINAGE HOLES 4' TO 2 1/2' DIA TAPER 3` DRAINAGE HOLES 4`'TO 2 lf2' IIIA TAPER F \! EQTION' YEW SECTION VIEWI IZZO • LE WEIGHT WEIGHT 44'�n C HIA 1/ J NOTES: ITEM NO DW-JpW STANDARD 15.650 NOTES. M 0 W- DW R 5 850 - DW--JOWH H�20 7,100 _ E I'. s`, DW-JI?'�YtH H-20 7 100 $ ETIS? ' 1. CONCRETE: 4,000 PSI MINIMUM AFTER 28 DAYS. 1. CONCRETE: 4,000 PSI MINIMUM AFTER 28 DAYS. cs 2. ALSO AVAILABLE IN H-20 LOADING. 2. ALSO AVAILABLE IN H-20 LOADING. Y ?2106 CIVIL E N V I R 0 N M E 1. � T A L CONSULTANTS INFILTRATION SYSTEM 1— 2 UNITS INFILTRATION SYSTEM 2 ,, ' e 1 000 GALLON 1 000 GALLS J 8 OAK STREET PEABODY, MA 01960 978-5,31 - 1191 � y _ �, DATE: 7/1-3/2016 JOB: 3641 SHALLOW DRY WELL SHALLOW DRY WELIL �_ SHEET NO: 2 OF 2 - DRAWN BY: O.R.L. ....ter... ur.r_l.a.._.._..:.. .:._.. �� 93-95 eav�a\ Stcee� ApQ��{-�� CITY OF SALEM PLANNING BOARD 7016 AUG 25 P is 21 Cr > CITY OF SALEM EM' fins APPLICATION FORM C V SITE PLAN REVIEW Location of Property: 93-95 Canal Street AUG 2 5 2015 Map& Lot: 33-0164-0 D'PT. OF PLANNING 2 Owner: Salem's Old Fashioned Candies Inc. Applicant: Schiavuzzo Realty,'C�C UNITY DEVELOPML.: Address/PO Box: 93 Canal Street Address/PO Box: 18 Cabral Drive City, State,Zip Code: Salem, MA 01970 City, State,Zip Code: Middleton, MA 01949 Telephone: 978-758-9321 Telephone:781-589-5783 I. Project Description: Conversion of candy manufacturing building into eight(8)residential condominiums with on site parking. Zoning District(s): B-4 - Square-footage of parcel: 12,069 Gross Square footage of structure(s): 14,331- Square footage of footprint: 4,777 No. of dwelling units: 8 II. Submission Requirements: Application form and attached reports,statements,and narratives: Three(3)hard copies shall be brought by the applicant to the City Clerk to be"date stamped". The City Clerk will retain the original; the remaining two(2)copies shall be filed with the Planning Board by the applicant. Plans and drawings: Three(3)full-size(24"x 36")sets of all plans and drawings and nine(9)half- size(11"x17")sets of all plans and drawing shall be filed with the Planning Board by the applicant. Electronic submission: One(1)electronic copy of all application materials,including the application form and attached reports, statements,and narratives, and all project plans and drawings,shall be filed in.pdfformat with the Planning Board by the applicant. A. Required Narrative: A brief narrative, as requested by the Planning Board addressing the site plan requirements and other appropriate concerns in the following defined categories: I. Building 2. Parking and loading 3. Traffic flow,circulation and traffic impact 4. Extemallighting 5. Landscaping and screening 6. Utilities 7. Snow removal 8. Natural features and their protection and enhancement 9. Topography and its maintenance 10. Compatibility of architecture with surrounding area B. Environmental Impact Statement: in accordance with Appendix A of the Salem Subdivision Regulations. N/A C. Required Plans and Drawines: A Site Plan stamped and dated by an architect,registered engineer, landscape architect,or other qualified professional,at a scale of I"=40', (or as established by Planning Board)including all requirements as set forth in IIIB of the Salem Subdivision Regulations and the following: 1. Location and dimensions of all buildings and other construction; 2. Location and dimensions of all parking areas, loading areas, walkways,and driveways. 3. Location and dimensions of all internal roadways and access ways to adjacent public roadways; 4. Location and type of external lighting; 5. Location,type, dimensions and qualities of landscaping and screening; 6. Location and dimensions of utilities,gas,telephone,electrical communication, water, drainage, sewer and other waste disposal; 7. Location of snow removal areas; 8. Location of all existing natural features including ponds,brooks, streams,wetlands, and marshes; 9. Existing and proposed topography of the site,with two-foot contours; 10. Conceptual drawings and elevations of all buildings to be erected including elevations showing architectural style; III. Procedure: The Planning Board shall,within 7 days after the filing of this application,transmit one copy of said application,plans and all other submitted information to the Inspector of Buildings,City Engineer, Board of Health,Fire Prevention Officer and Conservation Commission who may, at their discretion, investigate the application and report in writing their recommendation to the Planning Board.The Planning Board shall not take final action on such application until it has received a report thereon from the above agencies or until thirty-five(35)days have elapsed after distribution of such application without a submission of a report. The Planning Board shall hold a Public Hearing on said application as soon as possible after receiving the above reports, in accordance with Chapter 40A of the Massachusetts General Laws. The Planning Board shall notify the applicant in writing of its decision on the special permit. The decision shall document the proposed development or use and the grounds for granting or refusing the special permit. The Planning Board may,as a condition of approval, require that the applicant give effective notice to prospective purchasers,by signs or by recording the special permit at the Registry of Deeds,of the conditions associated with said premises and the steps undertaken by the petitioner or successor in title to alleviate'the effects of same. Schia uzzo Real y, LLC By: Consent letter to be submitted. S' ure o plicant Signature of Owner(attached consent letter is also acceptable) Att orge W. Atkins III 8-25-16 Date Date FEE PAID: $60.00 PROJECT NARRATIVE The building has been used for candy manufacturing. The project will convert the existing building to eight (8) residential condominiums. The building footprint will remain the same with a small area of buildout on the second floor over the existing first floor. Fifteen on site parking spaces will be provided with drainage drywells and landscaping as shown on the site plan. Access to the rear parking lot will be available via a common driveway on the north side of the building. Access to parking on the south side will be directly to and from Canal Street. CITY OF SALEM PLANNING BOARD 201b AUG 25 P i= 21 FILO.;} CITY OF SALEM APPLICATION FORM RECEIVED \ / FLOOD HAZARD OVERLAY DISTRICT SPECIAL PERMIT Location of Property: 93-95 Canal Street A.J 25 2016 Map& Lot: DEFT, OF PLANNING & COMMUNITY DEVELOPMENT Owner: Salem's Old Fashioned Candies, Inc. Applicant: Schiavuzzo Realty, LLC Address/PO Box: Address/PO Box:18 Cabral Drive City, State,Zip Code: City, State,Zip Code: Middleton, MA 01949 Telephone: Telephone: 781-589-5783 1. Proiect Description: Conversion of candy manufacturing building into eight(8)residential condominiums with on site parking IL It has been determined by the Building Inspector that the above property lies in the following area(s): A. Wetlands District: ❑ Wetlands ❑ Buffer Zone B. Flood Hazard District: ❑ Zone A m Zone AE ❑ Zone VE III. Submission Requirements: Application form and attached reports,statements,and narratives: Three(3)hard copies shall be brought by the applicant to the City Clerk to be"date stamped". The City Clerk will retain the original;the remaining two(2)copies shall be filed with the Planning Board by the applicant. Plans and drawings: Three(3) full-size(24"x 36")sets of all plans and drawings and nine(9)half-size(11"x17")sets of all plans and drawing shall be filed with the Planning Board by the applicant. Electronic submission: One(1)electronic copy of all application materials, including the application form and attached reports, statements, and narratives,and all project plans and drawings,shall be filed in.pdfformat with the Planning Board by the applicant A. Required Plans and Drawings: A site plan at a scale of 1"equals 20' prepared by a registered land surveyor or registered professional engineer and showing at least the following: 1. Lot lines within which the development is proposed and the tie-in to the nearest road intersection. 1 of 3 2.The location,boundaries, and dimensions of each lot in question. 3. Two-foot(2')contours of the existing and proposed land surface. 4. Location of existing and proposed structures, water-courses, drainage and drainage easements, means of access, utilities,and sewer disposal facilities including leaching fields, if any. Proposed elevations should be noted. 5. Boundaries of all districts,areas and zones as noted in Section II. B. A written report describing the proposed development or use relative to each of the conditions set forth in Section 8.1.4 Special Permit Uses of the Salem Zoning Ordinance. C. In cases of flood-proofing or pile construction,certification by a registered professional engineer or architect as to the elevation of flood-proofing measures and as to compliance with the applicable sections of the Massachusetts State Building Code concerned with flood depths, pressures, velocities, impact and uplift forces, and other factors associated with the base flood. Where specific methods or techniques have been previously certified,the Planning Board may waive this requirement. D. Permits: A list of Federal, State, and other local permits required by the applicant. E. Descriptions relative to all conditions applicable in Section 1V below. IV. Conditions (Complete those sections indicated 0 by the Building Inspector) In the Flood Hazard District no structure or building, including pipes and wells, shall be erected, constructed, substantially improved,enlarged, or otherwise created or moved and no area shall be paved; no earth or other material shall be stored,dumped,used as fill, excavated,or transferred; unless all the following conditions are found to exist as part of the granting of a Special Permit by the Planning Board(use additional pages if necessary): ❑ 1. The proposed use will comply in all respects to the uses and provisions of the underlying district in which the land is located. Yes No ❑ 2.There are adequate convenience and safety of vehicular and pedestrian movement within the site and in relation to adjacent streets and property, particularly in the event of flooding of the lot(s)or adjacent lot(s)caused by either overspill from water bodies or high runoff. ❑ 3. Utilities, including gas, electricity, fuel,water and sewage disposal, shall be located and constructed so as to protect against breaking, leaking,short-circuiting,grounding or igniting or any other damage due to flooding. (Provide details) 2 of 3 ❑ 4. Where the proposed use will be located within a coastal high hazard area(Zone VE on the FEMA Flood Insurance Rate Maps): a. New structures or substantial improvements shall be located landwards of the reach of mean high tide. Yes—No_ b. The support of new structures or substantial improvements shall not be,in whole or in part,by the use of fill. Yes_No 115. All subdivision proposals must be designed to assure that: a. Such proposals minimize flood damage; Yes—No_ b. All public utilities and facilities are located and constructed to minimize or eliminate flood damage; Yes_No_ c. Adequate drainage is provided to reduce exposure to flood hazards Yes No V. Procedure The Planning Board shall,within 7 days after the filing of this application,transmit one copy of said application, plans and all other submitted information to the Inspector of Buildings,City Engineer,Board of Health, Conservation Commission and Fire Prevention Officer who may,at their discretion, investigate the application and report in writing their recommendations to the Planning Board.The Planning Board shall not take final action on such application until it has received a report thereon from the Inspector of Buildings,City Engineer,Board of Health,Conservation Commission and Fire Prevention Officer or until thirty-five(35)days have elapsed after distribution of such application without a submission of a report.The Planning Board shall hold a Public Hearing on said application as soon as possible after receiving the above reports,in accordance with Chapter 40A of the Massachusetts General Laws.The Planning Board shall notify the applicant in writing of its decision on the special permit.The decision shall document the proposed development or use and the grounds for granting or refusing the special permit.The Planning Board may,as a condition of approval,require that the applicant give effective notice to prospective purchasers by signs or by recording the special permit at the Registry of Deeds,of the wetland or flood hazard conditions associated with said premises and the steps undertaken by the petitioner or his successor in title to alleviate the effects of same. Schiavuz ealty') LLC B Consent letter to be submitted. i n o ican Signature of Owner(attached consent letter is also acceptable) AttyGeorge W. Atkins III 8-25-16 Date Date FEE PAID: $75.00 3 of 3 RECEIVED AUG 28 2016 DEPT OF PLA NNIN C, a COMMUNITY DEVELOPMENT August 25, 2016 Salem Planning Board 93 Washington Street Salem, MA 01970 Attention: Erin Schaeffer RE: 93-95 Canal Street, Salem, MA Dear Ms Schaeffer: On behalf of Salem's Old Fashioned Candies, Inc.the undersigned hereby consents to a Petition to the Salem Planning Board by Schiavuzzo Realty, LLC for Site Plan Review and Flood Hazard Special Permit. Very truly yours, Freeman I. Corkum 978-744-8242 =$ CITY OF SALEM PLANNING BOARD 1016 AUG 25 P 1: 21 CITY OF SALEM CITYI? 'tc tI �Ir• D �6 APPLICATION FORM SITE PLAN REVIEW XUg 25 2056 Location of Property: 93-95 Canal Street prPT or- PLANNING €, Map& Lot: 33-0164-0 COVIMUNi fY DEVELOPMENT Owner: Salem's Old Fashioned Candies Inc. Applicant: Schiavuzzo Realty, LLC Address/PO Box: 93 Canal Street Address/PO Box: 18 Cabral Drive City, State,Zip Code: Salem, MA 01970 City, State,Zip Code: Middleton, MA 01949 Telephone: 978-758-9321 Telephone:781-589-5783 I. Project Description: Conversion ofcandyc_an-d manufacturing building into eight(8)residential condominiums with on site parking. Zoning District(s): B-4 Square footage of parcel: 12,069 Gross Square footage of structure(s): 14,331 — Square footage of footprint: 4,777 No. of dwelling units: 8 II. Submission Requirements: Application form and attached reports,statements,and narratives: Three(3)hard copies shall be brought by the applicant to the City Clerk to be"date stamped". The City Clerk will retain the original; the remaining two(2)copies shall be filed with the Planning Board by the applicant. Plans and drawings: Three(3) full-size(24"x 36")sets of all plans and drawings and nine(9)half- size(I 1"x17")sets of all plans and drawing shall be filed with the Planning Board by the applicant. Electronic submission: One(1)electronic copy of all application materials, including the application form and attached reports, statements,and narratives,and all project plans and drawings,shall be filed rn.pdfformat with the Planning Board by the applicant. A. Required Narrative: A brief narrative, as requested by the Planning Board addressing the site plan requirements and other appropriate concerns in the following defined categories: 1. Building 2. Parking and loading 3. Traffic flow, circulation and traffic impact 4. External lighting 5. Landscaping and screening 6. Utilities 7. Snow removal S. Natural features and their protection and enhancement 9. Topography and its maintenance 10. Compatibility of architecture with surrounding area B. Environmental Impact Statement: in accordance with Appendix A of the Salem Subdivision Regulations. N/A C. Required Plans and Drawines: A Site Plan stamped and dated by an architect,registered engineer,landscape architect, or other qualified professional, at a scale of I"=40', (or as established by Planning Board)including all requirements as set forth in IIID of the Salem Subdivision Regulations and the following: 1. Location and dimensions of all buildings and other construction; 2. Location and dimensions of all parking areas, loading areas,walkways, and driveways. 3. Location and dimensions of all internal roadways and access ways to adjacent public roadways; 4. Location and type of external lighting; 5. Location, type,dimensions and qualities of landscaping and screening; 6. Location and dimensions of utilities,gas,telephone, electrical communication,water, drainage,sewer and other waste disposal; 7. Location of snow removal areas; 8. Location of all existing natural features including ponds,brooks,streams,wetlands, and marshes; 9. Existing and proposed topography of the site, with two-foot contours; 10. Conceptual drawings and elevations of all buildings to be erected including elevations showing architectural style; III. Procedure: The Planning Board shall,within 7 days after the filing of this application,transmit one copy of said application, plans and all other submitted information to the Inspector of Buildings, City Engineer, Board of Health, Fire Prevention Officer and Conservation Commission who may, at their discretion, investigate the application and report in writing their recommendation to the Planning Board. The Planning Board shall not take final action on such application until it has received a report thereon from the above agencies or until thirty-five(35)days have elapsed after distribution of such application without a submission of a report. The Planning Board shall hold a Public Hearing on said application as soon as possible after receiving the above reports, in accordance with Chapter 40A of the Massachusetts General Laws. The Planning Board shall notify the applicant in writing of its decision on the special permit.The decision shall document the proposed development or use and the grounds for granting or refusing the special permit. The Planning Board may,as a condition of approval,require that the applicant give effective notice to prospective purchasers,by signs or by recording the special permit at the Registry of Deeds, of the conditions associated with said premises and the steps undertaken by the petitioner his-s essor in title to alleviate"the effects of same. Sc . vuzzo R LLC B Consent letter to be submitted. nature o pplicant Signature of Owner(attached consent letter is also acceptable) Atter—George W. Atkins III 8-25—I6 Date Date FEE PAID: $60.00 PROJECT NARRATIVE The building has been used for candy manufacturing. The project will convert the existing building to eight (8) residential condominiums. The building footprint will remain the same with a small area of buildout on the second floor over the existing first floor. Fifteen on site parking spaces will be provided with drainage drywells and landscaping as shown on the site plan. Access to the rear parking lot will be available via a common driveway on the north side of the building. Access to parking on the south side will be directly to and from Canal Street. CITY OF SALEM 2016 AUG 25 P It 21 PLANNING BOARD LL� clix 6Epplilp-= z.:'. : r`-r-^-- /:nn Int.CCEI V ED CITY OF SALEM APPLICATION FORM AUG 25 296 FLOOD HAZARD OVERLAY DISTRICT SPECIAL PERMIT DLPT. OF PLANNING 8 Location of Property: 93-95 Canal Street COMMUNITY DEVELOPMENT Map&Lot: Owner: Salem's Old Fashioned Candies, Inc. Applicant: Schiavuzzo Realty, LLC Address/PO Box: Address/PO Box:18 Cabral Drive City, State,Zip Code: City, State,Zip Code: Middleton, MA 01949 Telephone: Telephone: 781-589-5783 L Project Description: Conversion of candy manufacturing building into eight(8) residential condominiums with on site parking. II. It has been determined by the Building Inspector that the above property lies in the following area(s): A.Wetlands District: ❑ Wetlands ❑ Buffer Zone B. Flood Hazard District: ❑ Zone A R1 Zone AE ❑ Zone VE III. Submission Requirements: Application form and attached reports,statements,and narratives: Three(3)hard copies shall be brought by the applicant to the City Clerk to be"date stamped". The City Clerk will retain the original;the remaining two(2)copies shall be filed with the Planning Board by the applicant. Plans and drawings: Three(3) full-size(24"x 36")sets of all plans and drawings and nine(9)half-size(11"x17)sets of all plans and drawing shall be filed with the Planning Board by the applicant. Electronic submission: One(1)electronic copy of all application materials, including the application form and attached reports, statements,and narratives,and all project plans and drawings, shall be filed in.pdf format with the Planning Board by the applicant A. Required Plans and Drawings: A site plan at a scale of 1"equals 20' prepared by a registered land surveyor or registered professional engineer and showing at least the following: 1. Lot lines within which the development is proposed and the tie-in to the nearest road intersection. 1 of 3 2. The location,boundaries, and dimensions of each lot in question. 3. Two-foot(2')contours of the existing and proposed land surface. 4. Location of existing and proposed structures, water-courses,drainage and drainage easements,means of access, utilities, and sewer disposal facilities including leaching fields, if any. Proposed elevations should be noted. 5. Boundaries of all districts, areas and zones as noted in Section II. B. A written report describing the proposed development or use relative to each of the conditions set forth in Section 8.1.4 Special Permit Uses of the Salem Zoning Ordinance. C. In cases of flood-proofine or pile construction, certification by a registered professional engineer or architect as to the elevation of flood-proofing measures and as to compliance with the applicable sections of the Massachusetts State Building Code concerned with flood depths,pressures, velocities, impact and uplift forces, and other factors associated with the base flood. Where specific methods or techniques have been previously certified,the Planning Board may waive this requirement. D. Permits: A list of Federal, State, and other local permits required by the applicant. E. Descriptions relative to all conditions applicable in Section IV below. IV. Conditions(Complete those sections indicated 0 by the Building Inspector) In the Flood Hazard District no structure or building, including pipes and wells, shall be erected, constructed, substantially improved, enlarged, or otherwise created or moved and no area shall be paved;no earth or other material shall be stored,dumped, used as fill,excavated,or transferred; unless all the following conditions are found to exist as part of the granting of a Special Permit by the Planning Board(use additional pages if necessary): ❑ 1. The proposed use will comply in all respects to the uses and provisions of the underlying district in which the land is located. Yes No ❑ 2.There are adequate convenience and safety of vehicular and pedestrian movement within the site and in relation to adjacent streets and property,particularly in the event of flooding of the lot(s)or adjacent lot(s)caused by either overspill from water bodies or high runoff. ❑ 3. Utilities, including gas, electricity, fuel,water and sewage disposal, shall be located and constructed so as to protect against breaking, leaking,short-circuiting,grounding or igniting or any other damage due to flooding. (Provide details) 2 of 3 O 4. Where the proposed use will be located within a coastal high hazard area(Zone VE on the FEMA Flood Insurance Rate Maps): a. New structures or substantial improvements shall be located landwards of the reach of mean high tide. Yes—No_ b. The support of new structures or substantial improvements shall not be, in whole or in part, by the use of fill. Yes—No— El es_No_❑ 5. All subdivision proposals must be designed to assure that: a. Such proposals minimize flood damage; Yes—No_ b. All public utilities and facilities are located and constructed to minimize or eliminate flood damage; Yes_No_ c. Adequate drainage is provided to reduce exposure to flood hazards Yes No V. Procedure The Planning Board shall,within 7 days after the filing of this application,transmit one copy of said application, plans and all other submitted information to the Inspector of Buildings,City Engineer,Board of Health, Conservation Commission and Fire Prevention Officer who may,at their discretion,investigate the application and report in writing their recommendations to the Planning Board.The Planning Board shall not take final action on such application until it has received a report thereon from the Inspector of Buildings,City Engineer,Board of Health,Conservation Commission and Fire Prevention Officer or until thirty-five(35)days have elapsed after distribution of such application without a submission of a report.The Planning Board shall hold a Public Hearing on said application as soon as possible after receiving the above reports,in accordance with Chapter 40A of the Massachusetts General Laws.The Planning Board shall notify the applicant in writing of its decision on the special permit.The decision shall document the proposed development or use and the grounds for granting or refusing the special permit.The Planning Board may,as a condition of approval,require that the applicant give effective notice to prospective purchasers by signs or by recording the special permit at the Registry of Deeds,of the wetland or flood hazard conditions associated with said premises and the steps undertaken by the petitioner or his successor in title to alleviate the effects of same. SchiavuR�, LLC B Consent letter to be submitted. ig pplicant Signature of Owner(attached consent letter is also acceptable) Atty orge W. Atkins III 8-25-16 Date Date FEE PAID: $75.00 3 of 3 Amanda Chiancola From: George Atkins <gwa@RonanSegal.com> Sent: Thursday, November 03, 2016 1:48 PM To: Amanda Chiancola Subject: 93-95 Canal Street Planning Board Applications Amanda: Applicant, by its attorney, requests a continuance of the hearing on the above site to the meeting of November 17, 2016.A recent meeting with the City Engineer and the need to do additional site investigation required additional time to prepare the revised site plan for approval by the City Engineer and submission to the Board for review prior to meeting. George W. Atkins III Ronan, Segal & Harrington 65 Congress St. Salem, MA 01970 Tel. 978-744-0350 x 107 Fax 978-744-7493 gwa@ronansegal.com Please be advised that on August 5,2016, our offices moved to 65 Congress Street,Salem, MA 01970. Our telephone numbers,fax number and email addresses remain the some. STATEMENT OF CONFIDENTIALITY This electronic message may contain privileged or confidential information. If you are not the intended recipient of this e-mail, please delete it from your system and advise the sender. t X13 q 5 C MCA SWaA SpR i i Amanda Chiancola From: Thomas St. Pierre Serit: Thursday, December 01, 2016 5:58 PM To: Amanda Chiancola Subject: RE: 93-95 Canal Street Amanda, I have reviewed Ken Bouffard's Engineering report and agree with his findings.The State Building code covers construction in the flood zone and I checked with Plumbing Inspector, Dennis Ross, and he confirmed that no oil and water separator would be required.Thank you,Tom Amanda Chiancola From: David Knowlton Sent: Monday, November 28, 2016 10:01 AM To: Amanda Chiancola Cc: Thomas St. Pierre Subject: RE: FHOD Findings Candy Factory hi amanda, i comfortable that as long as the current building codes are followed by the applicant, the proposed improvements in the AE flood zone should be fine for the specific concerns listed by the chair, i think the applicant should be requested to prepare a response. let me know if this is sufficient thanks david From: Amanda Chiancola Sent: Monday, November 28, 2016 9:18 AM To: David Knowlton Subject: RE: FHOD Findings Candy Factory Hi David, Do you have an update on this Candy Factory response? I need to get it to the board and the applicant before Thursday. Thanks, Amanda From: David Knowlton Sent: Tuesday, November 22, 2016 3:52 PM To:Thomas St. Pierre; Amanda Chiancola; Giovanna Zabaleta Recinos Cc: Tom Daniel Subject: RE: FHOD Findings Candy Factory I'll take a shot at it tomorrow Sent from my Verizon 4G LTE smartphone -------- Original message -------- From: "Thomas St. Pierre" <TStpierregSalem.com> Date: 11/22/16 2:21 PM (GMT-05:00) To: Amanda Chiancola<aehianeola(aSalem.com>, David Knowlton<DKnowltonASalem.com>, Giovanna Zabaleta Recinos <GZabaleta(a,Salem.com> Cc: Tom Daniel <tdaniel Salem.com> Subject: RE: FHOD Findings Candy Factory David, do you want to give an opinion or should I. Tom t Amanda Chiancola From: Giovanna Zabaleta Recinos Sent: Wednesday, November 16, 201610:37 AM To: Amanda Chiancola Cc: David Knowlton Subject: RE: canal street(candy factory) Hello Amanda, Please see below the conditions for the above reference project. 1. City Engineer a. All work shall comply with the requirements of the City Engineer. b. Prior to issuance of a building permit from the City,the applicant shall demonstrate that the City's water system have the capacity and condition to accommodate the flow requirements of the proposed development. 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.Any excavations on Canal Street shall be back filled with Controlled Density Fill(CDF)and meet existing pavement depths. a. Water System i. A Licensed Plumber shall provide a letter to the Engineering • Department stating the condition of the existing water service pipe for fire protection on the property are adequate to be reused for the proposed development. ii. 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. b. Sewer System i. A Licensed Plumber or Contractor approved by the Engineering Department, shall provide a letter to the Engineering Department stating the condition of the existing sewer service pipes on the property are adequate to be reused for the proposed development. A video inspection of the sewer service will be necessary to understand the current condition of the pipe to determine if they are still in good condition to be reused for the proposed development.A copy of the video and logs shall be submitted with the letter. ii. A building inspection and dye testing program shall be completed to confirm the sewer service from the proposed development is connected to the correct system in the City street. This inspection shall be schedule with the city consultant directly and result of this inspection and testing shall be submitted to the Engineering Department. C. The applicant shall coordinate with the City Engineer to review any service piping that extends to the street encountered during construction of the foundation and/or site work that were not shown in the site utility plan. Existing utility services encountered onsite that have not been abandoned shall be discontinued in accordance with the City of Salem Engineering Department requirements, prior to building permit issuance. • � 1 Giovanna Z. Recinos Junior Engineer, `Lngineeving Department City of Salem --------------------------------------------------- 120 Washington Street, 4"' )Ylor Satiem, .Masscich IiseI is 0.1g7o T: 978-619-5671 /.F: 975-745-0349 �,gzaGaCetalatsaCem.eom From:Amanda Chiancola Sent:Tuesday, November 15, 2016 1:25 PM To:Giovanna Zabaleta Recinos<GZabaleta@Salem.com> Subject: RE:canal street(candy factory) Awesome,thx From: Giovanna Zabaleta Recinos Sent: Tuesday, November 15, 2016 1:25 PM To: Amanda Chiancola Subject: RE: canal street(candy factory) Yes he did! Giovanna Z. Recinos Junior Engineer, Engineering Department City of SaCem -------------------------------------------------- 120 Washington Street, 4"'J'l00r Salem, 'Massachusetts 01970 1': 978-61.9-5677 /.F: 978-74.5-0349 1gzahatiela(a)salenheom From:Amanda Chiancola Sent:Tuesday, November 15, 2016 1:15 PM To:Giovanna Zabaleta Recinos<GZabaleta@Salerrf Subject:canal street(candy factory) Hi Giovanna, Did Attorney Atkins drop off revised plans to you for the SPR at 93-95 Canal Street? Amanda Chiancola I Staff Planner Department of Planning&Community Development 120 Washington St.,3rd Floor I Salem,MA 01970 978-619-5685 1 Fax:978-740-0404 1 achiancolaOsalem.com Slow Please note the Massachusetts Secretary of State's office has determined that most emails to and from municipal officials are public records.FMI please refer to: htto://www.sec.state.ma.us/pre/preidx.htm. Please consider the environment before printing this email. • 2 Amanda Chiancola rom: Giovanna Zabaleta Recinos ent: Thursday, October 20, 2016 5:48 PM To: Amanda Chiancola Cc: David Knowlton Subject: RE: Planning Board Projects Attachments: utility conditions for pb approval 10-19-16.docx Amanda, please find attached the conditions for the PEM project. Also please find below the comments for the 93-95 Canal St.: 1. Applicant shall submit existing condition plan showing the location of all existing utilities and clearly identifying what services will be abandoned following the Engineering Department and what services are being proposed to be reused. Existing water meter and reading devise shall be return to the Engineering office NO to the DPW. 2. Applicant shall revise the proposed site plan to show the proposed curb opening from the Canal Street Roadway Improvement Project. 3. Applicant shall revise proposed water connection showing the curb stop valve on the sidewalk.Water meter sizing calculations from the license plumber shall be submitted with listing of fixture for review and approval. 4. Applicant shall confirm direction of flow for the proposed drain system. Drain cleanout shall be replaced with a drain manhole. Detail of infiltration system shall be revise to show invert elevations. Rease let me know if you have any questions. Thanks, Giovanna Giovanna. Z. Recinos Junior £mtii�eer, It, - cerin DeF�olrimenl City ol saiem -------------------------------------------------- r20 1VaShi"171on Street, 4"` 67(e)?I, _MassuCIMSetl9 01970 T: O73-(s(9-5671 l J: 975-745-034.9 1 Az060 com From:Amanda Chiancola Sent:Thursday, October 20, 2016 2:59 PM To:Giovanna Zabaleta Recinos<GZabaleta@Salem.com> Subject: FW: Planning Board Projects No demo is proposed, and no change to existing utilities. *m: George Atkins [mailto:gwa(d)RonanSegal.comj nt: Thursday, October 20, 2016 2:10 PM To: Amanda Chiancola Subject: RE: Planning Board Projects 1 CITY OF SALEM PLANNING BOARD REQUEST FOR REVIEW COMMENTS DATE: 10/18/2016 TO: BUILDING COMMISSIONER ( ) CONSERVATION COMM ( CITY ENGINEER ( ) FIRE PREVENTION ( ) BOARD OF HEALTH ( ) SCHOOL DISTRICT ( ) DISABILITIES COMMISSION ( ) POLICE DEPARTMENT r ( ) 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 Erin Schaeffer she can be reached by phone at 978-619- 5691 or email at achiancola@Salem.com. ( ) Preliminary Subdivision Plan O Definitive Subdivision Plan O Stormwater Management Permit ( ) Waiver from Frontage O Drive-Through Special Permit ( ) Cluster Development ( ) Planned Unit Development N Site Plan Review O Business Park Development District O Wireless Communication Facilities Special Permit O North River Canal Corridor Mixed Use District Special Permit ( ) Flood Hazard District Special Permit APPLICANT CONTACT: Attorney George Atkins: 978-744-0350 PROJECT NAME &ADDRESS: Candy Factory: 93-95 Canal Street CONTACT PERSON: Amanda Chiancola COMMENTS DUE: Requested by November 1st (CONCUR WITH PROPOSAL (Explain on reverse side) O NEED MORE INFORMATION (Explain on reverse side) ( ) CANNOT CONCUR WITH PROPOSAL (Explain on reverse side) ( ) COMMENTS INCLUDED 0 Reviewer's Sigt l ure Title 17 Date 120 WASHINGTON STREE'i', SALEM, MASSACHUSETTS 01970 PHONE 978.619.5635 FAX 978.740.0404 \VW\V.SALE\4C0\7 i = CITY OF SALEM PLANNING BOARD REQUEST FOR REVIEW COMMENTS DATE: 10/18/2016 TO: ( ) BUILDING COMMISSIONER ( ) CONSERVATION COMM ( ) CITY ENGINEER ( ) FIRE PREVENTION (X) 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 Erin Schaeffer she can be reached by phone at 978-619- 5691 or email at achiancola@Salem.com. O Preliminary Subdivision Plan O Definitive Subdivision Plan ( ) Stormwater Management Permit • O Waiver from Frontage ( ) Drive-Through Special Permit O Cluster Development ( ) Planned Unit Development (X) Site Plan Review O Business Park Development District O Wireless Communication Facilities Special Permit O North River Canal Corridor Mixed Use District Special Permit ( ) Flood Hazard District Special Permit APPLICANT CONTACT: Attorney George Atkins: 978-744-0350 PROJECT NAME &ADDRESS: Candy Factory: 93-95 Canal Street CONTACT PERSON: Amanda Chiancola COMMENTS DUE: Requested by November 1st O CONCUR WITH PROPOSAL (Explain on reverse side) O NEED MORE INFORMATION (Explain on reverse side) O CANNOT CONCUR WITH PROPOSAL (Explain on reverse side) (X) COMMENTS INCLUDED must comply with standard list of conditins • Health Agent 10/31/16 Reviewer's S tat ae Title Dale 120 WASHINGTON STREET,SALEM,MASSACHUSETTS 01970 PHONE 978.619.5685 ' FAX 978.740.0404 WWW.SALEM.COM t CITY OF SALEM PLANNING BOARD REQUEST FOR REVIEW COMMENTS DATE: 10/18/2016 TO: ( ) BUILDING COMMISSIONER (c,),CONSERVATION COMM O CITY ENGINEER ( ) FIRE PREVENTION O 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 Erin Schaeffer she can be reached by phone at 978-619- 5691 or email at achiancola@Salem.com. ( ) Preliminary Subdivision Plan O Definitive Subdivision Plan ( ) Stormwater Management Permit O Waiver from Frontage O Drive-Through Special Permit O Cluster Development ( ) Planned Unit Development (X) Site Plan Review ( ) Business Park Development District O Wireless Communication Facilities Special Permit O North River Canal Corridor Mixed Use District Special Permit O Flood Hazard District Special Permit APPLICANT CONTACT: Attorney George Atkins: 978-744-0350 PROJECT NAME &ADDRESS: Candy Factory: 93-95 Canal Street CONTACT PERSON: Amanda Chiancola COMMENTS DUE: Requested by November 1st O CONCUR WITH PROPOSAL (Explain on reverse side) O NEED MORE INFORMATION (Explain on reverse side) O CANNOT CONCUR WITH PROPOSAL (Explain on reverse side) (t),60MMENTS INCLUDED w 's tg"ture Title Date 120 WASHINGTON STREET, SALEM, MASSACHUSETTS 01970 ' PHONE 978.619.5685 FAX 978.740.0404 WWW SALENLCON1 � � rl� �._.l � I.OJ�SR-�kizr �'-^v/YS/o.ti ...-✓� o- �/�4.�/�l�A- P(v�2vW� �3 p� / �p�r�n�/�0.�(6� o�'k- ,�C Igo I�CAS� 'i�/� . ZONING EVALUATION B-4 ZONE Required Proposed Minimum Lot Area 6,000 SF 12,069 SF - - Minimum Lot Area Per Dwelling Unit none -- Minimum Lot Frontage 60 FT 114.72 FT Minimum Lot Width 60 FT 114.72 FT Maximum Lot Coverage 80% 46% Minimum Depth-Front Yard none -- Minimum Width-Side Yard none -- Minimum Depth-Rear Yard 25 FT 44.4 FT Maximum Height 45 FT 24 FT Parking 1.5x8= 12 15 SITE PLAN REVIEW October 071 2016 - BUILDING DISCR PT ON FLOOR EXISTING BASEMENT 2FLOOR STORAGE UNIT#53 BEDROOMS11 BATHS 8 DWELLING UNITS MECHANICAL EQUIPMENT 1,080.03 GROSS S.F. - UNITAS 3 BEDROOMS/1 BATHS 93-95 CANAL STREET 1,025.13GROSSS.M UNIT#T 3 OSS S F. BATHS SALEM MASSACHUSETTS 01970 1,038.8,3 BEDROO 1 1 1,024. 3 ROSS S.F.SH BATHS 1,026.36 GROSS S. 1ST FLOOR SCHIAVUZZO REALTY LLC UNITIH 33 BEDROOMSM BATHS 958.68 GROSS S.F. 18 CARBRAL DR, UNIT#23 BEDROOMSH BATHS MIDDLETON,MA 01949 1.025.13 GROSS S.F. UNIT#33 BEDROOMSM BATHS 1,038]GROSS S.F. UNIT#43 BEDROOMS/1 BATHS 1,024.34 GROSS S.F. TOTAL OF UNITS=8 i.LKt:J Ak.del Nm 4M P C y STP 9D870N. to � P v h, DRAWINGS LIST T1 TITLE SHEET CIVIL RENDERING - - C-1 PROPOSED SITE PLAN CURTIS DIBENEDETTO AND C-2 DETAIL SHEET ASSOCIATES,INC SITE LIGHTING PLAN 23S"D .e ARCHITECTURAL WINCHESTER,MA I. A-0.1 -ARCHITECTURAL SITE PLAN/LANDSCAPING 0ro1eam:DINenMem OM nsm®m.,INC A-1.1 LOWER LEVEL,IST, 2ND 8 ROOF FLOOR PLAN uMe< A-2.0 PROPOSED ELEVATIONS � The MNiI Lnel Wpkt LogTIpM Pmlelian Ptl a K � « r � ' � � � { i � y as� k'';� r � la .3• s +µ- ly�� ,� ", - * , � �y i �• ' � \ 4 •' �. � � ~� '�' yp }`�"Tf'��„ Y ^i't "�•d•�t.fit > x'9"��YA'r"�+'Z'•rTFyy°y.�_ '�:h� Y•�+ + R. .`*..r- 'y A �� Ej * • r T a P' /N'. 1Y :« .y d r i rayle'7z r-{,IL �•- �S• s� K hdv�+pfy,k¢, j « i yy r� (� �T'•aaL� x i n.. Win... e v ... s® P41, • y F 0. 10.2 -9: 'o CANAL STREET (PUBLIC- VARIABLE WIDTH FLOW) SWEET OPENING 5'x25'=125 SE _D _ _ 5. _ p _ _ __ _ _ _ T - ,.. _ __ _.�; _ _ __ R __ _ _ _=CUT h CAP WATER. q - SERVICE AT MAIN _ .H .._M 1, 2" TYPE K COPPER 0, se WATER SERVICE W/ G _ CORP STOP - ---W REGISTRY USE ONLY EXISTED FIRE F.F(: _ SERVICE TO BE ' _ 9'. _ REUSED v s,96 1. 9.6 .� S 3 _ .. 9_4 9.3 �J 42 c4i�9 2 .B B o .. - 9 3 -•-•'- 9.1 1 U// 9 3 A, -9.6 ry v .98 r.l .: !- �Alu-96.x'. _,el.. y _r. nt'✓1 _ 92 - _ _ .T.__ _ n1-ya _94. - �95..e 9' x^99 . 9.3 10 / ro]2 ® � JI Y 91❑1 `^ ® ® BbSd W5` JJ �F ®3 5`.6' 1 p 9.64 �B 1 2 it _ _ _- B"$DR35 PVC 96 254 491 CnrvaL STREET - --- DRAIN PIPE LATCH BASIN )5A'`�' M / 5=0.01 RIM: 91' J RETURN OCTENG) I LATCH BASIN 450 NV: ].1' METER TO SALEM DPW 1�' METER RIM: 9.3' NV J.}' g 6 INFlLTRATDN srsTEM 2 „q; 'I � DRAINAGE CALCULATIONS - INFILTRATION SYSTEM 1 "1 1000 DAL. RECTANGULAR -.q--,- 10s ® O� TIT pftTWELL W/f STONE AROUND IMPERVIOUS AREA = 4]66.0 iF. ROOF + 4049.4 PARKING/DRIVEWAY x q9J CANAL STREET O 1] 11 TOP CH: B.0 INFILTRATE (STORE) Y OF RUNOFF 9 9s - V11 INV w: z0, >" 15.7 1/12 (67274 5F) = 727,3 CU, FL n ® 1� 11 8.0.5.: 3.2 g O USE 2 1000 GAL. pRTWELLS W EQUALIZER PIPE - SEE DETAIL P<p� 1337 CU R WITH 4 FT CRUSH STONE AROUND EACH 3L� 2 x 133.7 CU. FT. = 267.4 LU. FT. p o VOLUME COMPUTATION FT. CRUSHED STONE o A re. PAR r #93-95 CANAL STREET TIP z Des Fr. x u.6] Fr. x a.n FT) = 2106.9 cu. Fr. T '4 f� y B 2.0' ® .UAL EXISTNG 2 STORY f 2106.9 Cu. FT. - 267.4 CLL FT. (CHAMBER VOLUME) = 1839,5 LU. FC IT3. .11. 10. BUILDING UNDERGOING 18395 CLL R. 0.3 VOIDS) = 551D CU. R. VOLUME VOIDS STORAGE RENOVATOR TO}STORY 26].4 CU. FT. CHAMBEFF VOLUME + 551.9 CU. FT. VOIDS = 019.3 CU, FT 12-UNIT DMflLNG N y 819.3 CLL FT. TOTAL STORAGE > ]2].3 LLL FT. RUNOFF CALCULATION B a 07 91. 0.1' z Je' to. - DRAINAGE CALCULATIONS - INFILTRATION SYSTEM 2 IMPERVIOUS AREA = 2021.9 S.F. PARKING INFILTRATE (STORE) 1"OF RUNOFF 1/12 (2021.9 S.F.) - 158.5 CU. FT. 1 y.11� USE 1,000 GAL ORYWELL - SEE DETAIL HVAC 1337 CU. FT WITH 2 FT. CRUSHED STONE AROUND &� 1D VOLUME COMPUTATION EXTERIOR4.17 CRUSHED STONE 123 CU x E - FT. x 4.1] T. }99.} LU. ME " 1EMPOPARY SmOW PROPOSED DMH ( ") STORAGE aFE4 1 DSINV so; �` RIM'. 11.3' 399.3 LU. FT. - 1337 LLL FT. (CHAMBER VOLUME = 265.6 LU_ FT_ B.0 265.6 LLL 7 0.} (V0105 = 79.7 LLL FT. VOLUME VOIDS STORAGE UMED / INV OU 6.9' 1337 CLL R. CHAMBER VOLUME +8,] CLL Fi, VOIDS L213 4CUL ION R ASSug"" 1). - ].2 INV OUP. 6.B' 2ll.4 CLL FT. TOTAL STORAGE > 166.5 CLL R RUNOFF CALCULATION �10 DS INV: 60.1' P A M l OP Y THIS PLAN HAS BEEN CALCULATED FROM INSTRUMENT SURVEY 11 } 8.0' A 1 NFlLTRATION SYSTEM AND FROM RECORD INFORMATION ONLY WE ABSCENCE OR EXACTNESS 111 11 OF UTILITIES IS NEITHER INTENDED OR IMPLIED. THE CONTRACTOR 11 TE -II. 220 - (2J 1000 GAL. RECTANGULAR TO FIELD VERIFY EXACT LOCATONS OF ALL UTILITIES aWPS 1 - DRYWE-_S W/4' STONE AROUND IA 'oAREP ,6 TOP CH: 7.7 R cEPTAc�E { INV IN: 6r GRAPHIC SCALE 114 r !^ 1 INV ED: C7' CONTRACTOR TO NOTIFY DIG-SAFE (1-888-DIG-SAFE) AT LEAST 72 HOURSRPARKING LOT 1 8.0.5.: 2.9' PRIOR TO CONSTRUCTORSO. cI OJ3. ^11 1 1111OD PVC EQUAL ZER PIPE ( ` •11} LANDSCAPE ADJUSTMENTS, DRAINAGE ADJUSTMENTS LJ.E_ 9/6/2016 " 11 4 {Y� 1 J ''1 ® PROPOSED SITE PLAN 111.11460�4G" REG"-1 - 'J 11.20 1 30' , -- ,1.4® o ® 1,6 93 - 95 CANAL STREET SALEM, MA I ° 13Io � �F7�O77R �7T 7r7 r7 _ �nj LANDSCAPE LEGEND o J EJ15 F LEO S C HTA V V Z G O V - - /2;T CAL. CRIMSON SENTRY MAPLE 1 1- - p,0'- I Cs� ALER P TANOIDES WW 4X4PLANING BED W/ 6 GRANITE CURBING ",A51lc- CIVIL ENVIRONMENTAL CONSULTANTS 8 OAK STREET PEABODY, MA 01960 978-531-1191 ® -424) BLUE STAR - ANSONIA - DATE: 10/07/2016 JOB: 3641 TAERNAEMONTANA WITH MULCH BED SHEET N0: 1 OF 2 - DRAWN BY: C.R.L. o)A'-I alLFW EIZ NI WWIAIIE IITHAN �I�On NIR WAIN 0 lelp U F IIiN61NFFIR f. 11)JA N I INCH NN HA�l 0.;��Im'IN w '11 1 aITT Ilnm�m<u^.'A"" (n p:orvc'�IN o::murtn N 9aFM FIMN NANI OO.AN A C,I F L. Iw 1N1m,s11. - IIOYI1 SI.Rfn[I " vaN2--� +nNr,w>c OVI Iz 1 N If9 WAI2 ._. aonow lr cnvER NAI c i - U.a PA I __ o . SIP Y I Ilnll': 1 HI'T AT N SILI''L ' Zz i - IYNNIIS S1EIII 1 191'P CI AMP I.xl nN ¢N u1ND 1 J FtkXIOLI RUGGLIE A,., I( 1C00 A L CF NI IIY IF II2UNH IXINNI CI02 Il -- MN EIN 4: Y FIL x Iw f N nINIJIF. — - R. IEl Illi nl' - MAIN ,USE LI-IRI D. _ 1 1 .A N" I RET IIAIE F . MAIN V LL WA IEIt NET[ -_.. rtuvlu /% im.�ovimv. - — — °u^e v 1 U I FIND IN f GN(RFU. WALLSI TALI 13F SLOW USING i .PLL DIAMOND OP11.1 / NOII Ih ANI 1 Sf RvII(;E RFQOFFEI A __ CORPOJRAIION SOOT 2 AL1. M0)I II UII HE H SH 01 T It ,NSI"11OF 11 -II F(XJFLfiIOfRFN/ 5 ITV CI IINI (IALI HE ILU`�H V/Illi 1' INSIDE O4 COFI tRNIO13 COCK ONLY At THE MAIN CIRECI TAP ' N d V s AND AI TALL 01 YR!)vllJlJJ 'MlH ROAVWAY IAIE I;OIJfI IIF IIFF OR WAD 11 �l 11 _ OJ% AT .aUREA IRUNM Ilr OIA TIER I: I,SS IRAN )I' IIIYN n 1 FE n .vooL,I: m r roNNrc nON wu l ur u5E0. �_� f Ifllll)n I )11111 U� WATER SERVICE CONNECTION DETAIL SEWER SERVICE CONNECTION DETAIL ka N' 1 OF Al, r ,o If NI IIII WIN „R< f 'N A IT-Oj IN 31T -JI AT 12 IN MIDDLINII DRAIN MANHOLE DETAIL I UGI STONE wNY1 STANDARD cATCH HAAN U I1Y SMOG 111 I,RAMI-AND liRAl l' CUNCI2 II Sllil WIN H— �— 1G" ' ,Y _ / I%IIING PAWN[AD - nDJVlI IG ClinDl CONI 1L COLLAR 1 x IPANN I C 1_ "IAORI Ah HIL AROUND PIPE III , C O tilllN k R ST[L PIPL Cl.9MP ,�� FlI x,1114 POWER cONNEP OR i b _I ON.II WON 11001- PIM Vim. LANDSCAPE AUJUSIMENIS, DRAINAGE ADJUSTMENTS LJ.9. 9/6/2016 'T— ti Al II1 11 SI!H I:X1AN1111N N yWET MADETAIL SHEET s11 IASNFI MAHITUE ALI. J I MANHDLI J01`II. f-- 93 -- 95 CANAL SErRFET rRL AST Cl(I ASI1:m r,DI ORM IC 0 PSI %tl_ x xm ��{ . o GIINC u' Noal =;1 AS an SALEM MA. L a CAY 1 FOR / C 1/V T�-{� [ T T�// A�wAe IaFS SECT ON VENA 'I I_W M1 CHIAVVZZO as CIVIL ENVIRONMENTAL CONSULTANT'S 8 OAK STREET PEABODY, MA 01960 978-531 1191 1000 GALLON ✓///, SHELOW DRY WELL CATCH BASIN DETAIL SHEE1 NO: z of z DATE: 7/13/zOls o©: ssal DRAWN BY'. C.R.L. £n 130 e �Qa £n�m"m"Zmw ;o eQry 4ry . Li f � - s _ aQOQ gi22 m uw m a v . . . . .- .- . - _ _ - - _ _ . : . . . . . - - - - - - - - - - - - - J W LL W� K SCHIAVUZZO REALTY LLC ZONING EVALUATIONx TON M°R MIDDIFfON,MADiB19 B-4 ZONE LOT uNE $0.00' PRESIDENTIAL CONDOMINIUM Required Proposed 919SGANMST SALEM,IM 01910 Minimum Lot Area 6,000 SF 12,069 SF arty ,EC ff GNER Curtis Di6enedetlo Minimum Lot Area Per Dwelling Unit none -- '"' and Associates Minimum Lot Frontage 60 FT 114.72 FT Minimum Lot Width 60 FT 114.72 FT f'•' H.P. „ � OO OO OO OOCmIFN°wEEn Maximum Lot Coverage 80°/D 46°/D 'i�, OO OO 0t7-0^ CIVIL ENVIRONMENTAL Minimum Depth-Front Yard none -- CONSULTANTS LLC Minimum Width-Side Yard none -- 8OA15T"`ET PEAe°Dr,MA o19s9 Minimum Depth-Rear Yard 25 FT 44.4 FT Maximum Height 45 FT 24 FT FENCE 6'-0'HT Parking 1.5 x 8=12 15 cq I N 2096'340 ' I 2 r.M�axun LOT LINE I I Iq VIII _ (— REVISIONS DATE _ TEMP.SNOW - ELEVATIONS&SITE 10/07/2016 - _ D X STORAGE AREA BUILDING FLOOR - DISCRIPTION L —7 u EXISTING BASEMENT 2 FLOORSTORAGE 4 -1MECHANICAL EQUIPMENT UNIT#53 BEDROOMS/1 BATHS � ' `� r- , CI DATE 09/01/2015 1,080.03 GROSS S.F. UNIT#63 BEDROOMS/1 BATHS `,/, L 1�O J ~ SCALE AS NOTED 1,025.13 GROSS S.F. C `/ UNIT#73 BEDROOMS/1 BATHS _ , W CHECKE DRAWN Y JRH 1,038.7 GROSS S.F. 7 � CHECKED BY UNIT#83 BEDROOMS/1 BATHS CO - PROJ.ARCH. FPC 36 1STFLOOR 1,024. GROSS S.F. oo I i I I PROD.MGR. DD 3- 4 HVAC UNIT#1 3 BEDROOMS/1 BATHS o JOB NO, 958.68 GROSS S.F. SM02i5.018 UNIT#23 BEDROOMS/1 BATHS THIS- 1,02643GROSS SF. ! ® � 32.34' LOT LINE NCO OORhTEDR, THE IpEPT AND INSTRUMENT UNIT#33BEDROOMS/1 BATHS _ I IIJCORPOR4TED HEREIN 4 AN INSTP.UMF.DIT OF 1,038]GROSS S.F. _ PROFESSIONAL >ERVICES IS THE PFOFCFITY OF UNIT#43BEDROOMSII BATHS [ CUPTIS DIBEIJCDETIO 4SSOCIATE,ARE SHALL 1,024.36 GROSS S.F. - e'-0' NOT E U EO IN WHOLE OR PART FOR ANY —��--� m FEA:ON WITHOUT THE EXPRESSED WRIIIE41 i TOTAL OF UNITS=8 AWHOPIWIDN OF CURTIS DIBENEJEITO C n A'SOCIATES G L01 LINE / � r�l 0 � 22'4' `II I J I O to ABBREVIATIONS 00 N .ewE„xwm R°°x V E DN I IT� Wi - I O IwMm LOT LINE _ MINI NIT. ro - LANDSCAPE LEGEND tONMM— "i; BUILDING FLOOR DESCRIPTION SCHIAVUZZO REALTY LLC, EXISTING BASEMENT 1ST FLOOR 2FLOOR STORAGE UNITH 3 BEDROOMWI BATHS UNITN53BEDROOMSII BATHS N•Ij 13CABRALDR MECHANICAL EQUIPMENT 95B.&B GROSS S.F. 1,000.03 GROSS S.F. _ MIDDLEfON,MA019i9 UNIT023BEDROOMS11 BATHS UNIT0153BEDROOMSII BATHS ms IVa ma rtff na Irr za lea 1,025.13 GROSS S.F. 1,025.13 GROSS S.F. , `_ II UN ITY33BEDROOMSl1 BATHS UNIT#73 BEDROOM I BATHS sy` y�ts12�, pBa 1z4]' ISS II'i§ i IIIsS eAt , E� 1,038]GROW S.F. 1,038.7 GROSS S.F. ��' PRESIDENTIAL CONDOMINIUM UNIT9d3BEDRCOMSn BATHS UNITM83 BEOROOMSl1 BATHS —` 1024.34 GROSS S F. 1,024.311 GROSS SF. ` m J T` 1970 0 9 ZONING EVALUATION TOTAL OF UNITS=8 �o - B-4 ZONE rmo - acmrenur — r �'SALEM.EM.MA 0197 Required Proposed - °j w ° Curtis DiBenedetto \ and a Ass J ociates Minimum Lot Area 6,000 SF 12,069 SF (' \` �\ WINUIESRRW0lM Minimum Lot Area Per Dwelling Unit none -- ex � q _� „�„ Minimum Lot Frontage 60 FT 114.72 FT ary V L a L n �`-0" II N _ - CIVIL ENVIRONMENTAL Minimum Lot Width 60 FT 114.72 FT - - _l _ B a i �LL '� - ° ai CONSULTANTS LLC Maximum Lot Coverage 80% 46% — r, a BDARSTREET g �� T--r __ �._' -. /A� '^ �) `� FEABODY,MA msru Minimum Depth-Front Yard none -- Minimum Width-Side Yard none -- a' Minimum Depth Rear Yard 25 FT 44.4 FT — to_ Maximum Height 45 FT 24 FTS' `-�a �� a -- - - -- Cl 1.5 x 8=12 15 I -D3 ZPazking s 5 s B I' J u Jsa •�� m` d• U .a.Mxul+rea REVISIONS DATE T T IONS 8 SITE 10/0712016 ss�' Iswel' l�l ryL l i ��i' sl%' syl. �= I �Iza z_al� me � Ira��za f Iva ffz_a, I:a t� F- ,e . DATE 09/01/2015 r SCALE AS NOTED . Q DRAWN BY JRH Z CHECKEDBY Q vlz PROJ.ARCH. FPC U Iva +uff Ine nayff x11' za. +za PROD.MGR. DD say llls.x�' 11O Izyf. va u. v lsyi s�' JOB NO. SM0215.010 _� 7H6 INCORPORATED , IPIE IDC4< IID DESIGNS PROFESSIONAL HEREIN 1 qIJ INSTRUMENT OF -r PROPLSSIOIJAL �GRuiCES I. THE PFOPEFIY OF EURHS DIEEHEDETTO ASSOCI4TES AND SHALL ma _ p rq IJO1 BE US'ED IN WHOLE OR PATI FOR AM( - REASOO WITHOUT THE E%PRESSED W'RIIIEN AUiTOFIZATION Of CUr^SIS OIBENEDETiO > AISOr_IAIES. \PROPOSEDLONFRIE4FL I LaL n �j" _ — - m.r. Q C0 V cf) uxlrseEvam I � -..«_ L �° a°,. J _ LOWER LEVEL, 1ST, J �� 2ND&ROOF FLOOR Z ,.. .o PLAN q ` U 6, F �`�I$ff ral. IPS 11'818 II 106 $ff I$ff t t mRaFascD RooFRUN n9RorosED� _ BUILDING FLOOR SCHIAVUZZO REALTY LLC DISCRIPTION '''0 1 D II DR EXISTING BASEMENT 2FLOOR KEY PLAN tFFON,MA 01 MIDDUETON, 9I9 STORAGE UNIT#53 BEDROOMS/1 BATHS p MECHANICAL EQUIPMENT 1,080.03 GROSS S.F. gj R1 Fawn UNIT#53 BEDROOMS/1 BATHS P RESIDENTIAL CONDOMINIUM 1,025.13 GROSS S.F. 3 UNIT#73 BEDROOMS/1 BATHS Fz f: gycnrvAL gs si 1,038.7 GRO `\SS S.F. - UNIT#83BEDROOMS/l BATHS Suets,Nu mwO 1,024.34 GROSS S.F. xreermesa�aR 147 FLOOR Curtis DlBenedett0 and UNIT#1 3 BEDROOMS/1 BATHS - Associates 858.68 GROSS S.F. _ "`�'0.� m SHORE RD. UNIT#23BEDROOMS/l BATHS WED ESTEaSI 1,025.13 GROSS S.F. iLE UNIT#33BEDROOMS/1 BATHS 1,038.7 GROSS S.F. - ICIVIL ENVIRONMENTAL UNIT"3BEDROOMS/1 BATHS CONSULTANTS LLC 1.024.34 GROSS S.F. B DAN STREET PEPBDDY,MAOIM TOTAL OF UNITS=B IOLINGNMER NUXG wA@JSrtETXMBGMO WINwW4 WNXGIFU-. OEwPATIVE WCFENCEY IH SCR�HIw tlU GFMENMX DECGMIVEFKENL£ IFD IN SCNEEHING OFMECP.WIGLL PANS PEyp1M F UNFIS OMNS P.EMANSON WBL UEXUNUWIXWVIS WI ..NSNNS LIS..SONS ❑ Lr-1 ❑$. __ I IIII��I(I I II I II ��LIGXTNG waFosrrE TRMeDMm 1 — _ LT-� '. — CCMPoSITETUM wNiG UGNIING _ _ wMPwITEiWM BMIS _ __ ELEVATIONS 8 SITE 10/07/2016 J.Tnvn �u � I� .. L D{Xnxc wE w �y L��t xFRONT �NI uGxLT4 "�O (CANALST.) REAR 6XDA �� CDS`Nlm IFSSIG"GGOINGaxa �. , 4"+d ��- L. n u1 Pa' `G I�Im `m �If rvaol , _ DATE 09/01/2015 y Fi ma �PROPoBED FRONTEI£yAnox CAN1LST1WEBn P"C uG"""G 4rwawN (1FRoazsED6loE EIEVAnCN IB011M1 TrJmSG iri CEDNt IAPREssIDNSG.NG SCALE AS NOTED Ute.a wuxG LTd DRAWN BY JRH CHECKED BY PROJ.ARCH. FPC PROJ.MGR. DD JOB NO. SM0215.016 THIS DOS UMEIJI, TTIE IDEAS AND D&IFN, wane HuxG INCORPORATED HEREIN AS AN INSTUMEYTT OF GLXDNS DewRnmEvcFExwDmsc FEaIxD OF MEaLwlrx DECORA ry Fvc FENCED N SCREENING a N NEONI PROFESSIONAL ARIAC.ES IE THE PPOPEPP, OF W � uxrtSDE OND _ �UXrts BEYDXG wuBO xuxG LURAS DIBEHEDENO ASSOCIATES AND SHALL NOT BE USED IN VIHOLE OF FART FOR pN'l wlxwwswrtX OwoxueuLs REASOII TBUHOIIT THE EXPRESSED BRITTEN uc ire GGxnrG wMEmmouseoumaNxD AUTHOPEATION OF CURTIS DIBENEDETTO TD � � ISM mI�II� �I 1 l f l l �I ID➢ l� IIIImP a oCIATEE. mw CEMEN pSDARD LT.1 � — :.. [ � CGNPPSITE twuwum lNfi Y' -'T CCMFOSIIEIPoMBLWm _ WNAISTcrXW wNN �uHo w LIS NO - �] I � � I• I [��$`L��J'{ � p(��--}`[]{]]{ / LIS-NO I LGXiTT[Ji LTi REAR LIGITTTl 'A11YI i � rt ILLL ( s L'J➢NG _ FRONT Eiaa T cEU..N NP 9ONSDOING Y ra ' (CMIAL ST.T c LTw —LT4 T@z- Pw '�aPo LT.N XG — IRRDFasED�EAn aavAnoN�vsn uomrc LT' GEGRR IM � waw IT, nRaroosmsl� PXE.ssIGxs DOING PROPOSED ELEVATIONS A-21.0 W1ER BUILDING FLOOR SCHIAVUZZO REALTY LLC DISCRIPTION ' `"'0°j 18 CABRAL DR EXISTING BASEMENT KEY PLAN 2 FLOOR MIDOLETON,MA 01648 STORAGE UNIT#53BEDROOMS/i BATHS MECHANICAL EQUIPMENT 1,080.03 GROSS S.F, C3 vaMEcr UNIT#63BEDROOMS/1 BATHS /1, RESIDENTIAL CONDOMINIUM 1,025.13 GROSS .F. UNIT7 BEDROOMSH BATHS 1,038..7 GROSS ROSSSUF. I ® , 8185 CANAL ST UNIT#83BEDROOMS/1 BATHS SPLEM,MA 018]0 1,024.34 GROSS S.F. HNEcvNA B Cutis DiBenedetto I ST FLOOR and UNIT#13BEDROOMS/1 BATHS 2 ASSOC181B3 958.68 GROSS S.F. GG SHORE RD. UNITC23BEDROOMS/1 BATHS vnrvcHESTER NA G,egl 1,025.13 GROSS S.F. cmn ExcIXEER UMT#33BEDROOMS/1 BATHS NGROSSS.F. U ^ 11024IT.430ATH3 1,024.34 GROSS ROSSS.F.S.F. TOTAL OF UNITS=8 BAUCNMLFNGIXEER DOUBLEHUNGOST 2D 0 �® WINCOW6 WRX SWING ORIG BMEPJC FENCED SCREWING°FMECNANIGL —DECORATIVE PVC FENCED IN�'TIE-'�NINGOFMECNANI O1 $nas uxns pEmxD uxrz55Er°x0 CO�I4f(J OFP /s FEx RTF5 ,,Pnl''XnI GIxEEv BUM Doue�dgly"�+ LIGHTING ,VFNG ys� LT-,UGHTING .VT LT.1 1IGH,IN6 L„ REVISIONS DATE COMPOSHE lNIM80PR0 coMroslrE nBM eowRD uoxnNG comvasTE TRIM amRD "DATE09/0112015 8-30-16 a lIGX11N0 UGHTING FRONT FEAR Lia }' ® LTA (CANAL ST) FAsnrvG ONINUUa — OIL Iw 10 10 10 10 lk NOTED FURLING Lia nxGHING,ta H PROJ.ARCH. FPC PROJ.MGR. DD JOB NO. SM0215.016 THIS DOCUMENT, THE IDEAS AND DESIGNS DOUBLE HUNG INCORPORATED HEREIN AS AN INSTRUMENT OF WNDOMS NGWNO oECORATIYF PVC FENCED IN SCREENING OF MFCILVIICl PROFESSIONAL SERVICES IS THE PROPERTY OF B1ns DECONA�W PVC UNTSBEYNo FENCED IN ecpEEwrvG OF MEcxoNlw uNlrs BEYOND CURTIS D18ENEDETTO ASSOCIATES AND SHALL NOT BE USED IN WHOLE OR PART FOR ANY NGITDNG ucxnxG DOUBLE HUNG WHOO aWTH GWIIRG WE REASON WITHOUT THE EXPRESSED WRITTEN Lra LT-, AUTHORIZATION OF CURTIS DIBENEDEIIO TBY _ jljlmi nssoclarEs. 00HnxG IT COMPOSITE IPIN BOMO COMPOEITETRIM. COMPOSITE TRIM BOPAD IGHTNG UGnnxO Lra REAR UGH I r a Lra a LIGH LT. LIOHIIXG LTG LFI FRONT_ Exlsnxc sHlxcLEs iRP0O1 (CANAL ST) 1:1 MGNTING - rtlp /1R1CPoSm ..MU _TG //.L1\ra LTa puuNG LTJ ^RROFOS'[-0$IOE E{EVanOX11iGRIH1 Ex1snNG SWNGLEs PROPOSED ELEVATIONS A-2.0 OMER BUILDING FLOOR SCHIAVUZZO REALTY LLC DISCRIPTION "'° 18CA9FALDR 2 FLOOR MIOOLETON, EXISTING BASEMENT I KEY PLAN HIS TON,MA 01918 STORAGE UNIT#53BEDROOMSII BATHS D -- MECHANICAL EQUIPMENT 1,080,03 GROSS S.F. O IECT UNIT#63 BEDROOMS/1 BATHS l �°RESIDENTIAL CONDOMINIUM 1,025.13 GROSS u.F. 1 UNIT#I3 BEDROOMS/i BATHS 83-85 CANAL ST a ° n- © UNIT#83SEOROOMSII BATHS `` SALEM,MA°tBm 1,024.34 GROSS S.F. 1,038.7GROSSS.F. B L cxlrecrmeve Curtis DiBenedetto 1 ST FLOOR and UNIT#1 3 BEDROOMS/1 BATHS 2 ASSOCIBIBB 958.68 GROSS S.F. ^ a RERD. UNIT#23 BEDROOMS/1 BATHS - C ^ 1,025.13 GROSS S:F. � Ma BNsSTEsnvR.MAmmR UNIT#33 BEDROOMS/1 BATHS /t _ mL BrroweEn 1,038.7 GROSS S.F. - UNIT#43BEDROOMS/1 BATHS 1,024.34 GROSS S.F. (� TOTAL OF UNITS=B CO.0EP,LT, f I.10♦�(/y emwrvRu ex°weBR DOUBLE HUNG M/HE OF D`VE,rIAIG XE ..GCNEWITHOIASING DECORATIVE FVC FENCED IN SCREENING OFMECHNNICL OECOFUJIUEPJCFENCED INSCREEN IN0V0FMECWNMAL COP4447. O E. UNITS BEYOND UNIT 6 BEYOND - NEPIN IXEER DOUBLE HONG WN..."`.NO&W 3 LIDDING �Flwmmqll rFfl 09 LU, 6HnuD Lrn uGX°NG Lni REVISIONS DATE COMGOSNE TRIM SOAQO - COMPOEITE MM BOPAD ECOD 8-30.16 LIGHTING COMPOSITE TRIM B°MD LTA .."NDLIOXn"p FRONT REM T< q® -TI (CANAL ST) T ERSTINO SHINGLES a DATE 09/01/2015 w QA"n" SCALE AS NOTED .Ta O" rATION CNI.OLSi M1'16411 Ra%uw LiSNTNO r1pBOPO3m Sl ELEV TKN 120111X1 EMsnNG 6wNGLEe DRAWN BY JRH CHECKED BY PROJ.ARCH. FPC PROD.MGR. DO JOB NO. SM0215.016 THIS DOCUMENT, THE IDEAS AND DESIGNS DOURLEBUBG INCORPORATED HEREIN AS AN INSTRUMENT OF WINDOWS WITH CWJNG Osc°RnnNE Fvc FENCED IN ecREEMxD OF PROFESSIONAL SERVICES IS THE PROPERTY OF RARE UmTO""—ONo cFRrvcsDwacREENIxD OF MecxrNlrx CURDS DIBENEDE70 ASSOCIATES AND SHALL uEGOR P NOT BE USED IN WHOLE OR PART FOR ANY LIGHTING LIGHT. - DOUBLE HUNG wINOGWswrm 3V 140 WE REASON WITHOUT THE EXPRESSED WRITTEN LT, LT-1 AUTHORIZATION OF CURTIS DIBENEDETTO W9 II — I I I ASSOCIATES. L,6X G LT., COMFOSITETRIM EOMD LOMPoSITE MEN BOMO COMPOSITE T EM ECI rte— f 57. uaunrvc U.HTNG LTA REAR uGHTING LTdUcn LTa G LTG NO Ta _ UO FROM 'E%ISTINO SHINGLES UH DF. (CANAL ST) lipVWXUGHRNOTIN TJ LTA S vro PNUNG T'S �PRdbREDS OE IEVATICN RYI TNI MISTING SHINGLES PROPOSED ELEVATIONS A-2.0 i 80.00' . I I I I 4-IGC Plant List ' I ID Botanical Name Common Name Size QTY Trees AR Acer rubrum Red Maple 3.5-4" 1 ARA Acer rubrum 'Armstrong' Armstrong Maple 3.5-4" 2 _ CC Cercis canadensis Eastern Redbud #10-#15 2 � I 00 single stem I " r— Shrubs HQS Hydrangea querc.ifolia Snowflake Oakleaf #5 6 'Snowflake' Hydrangea IGC Ilex glabra 'Compacta' Compact Inkberry #5 10 Holly I I I C; ILL 0 IZ • • 1 -AR O O U I I I I 32.34' L. . I I I i I I I i I I I I i I " 6-HQS 2-ARA • 6-IGC Q I 2-CC - F- • I RCCEIVED DEPT Or COMMUNITY DEVELO P COPMENT ANNIE SCOTT PLANTING PLAN SHEET NUMBER: 1 OF 1 10 DERBY SQUARE DATE: 1/24/2016 SALEM MA 01970 93-95 CANAL STREET DRAWN BY: AS ANNIERSCOTT@GMAI L .COM (267)237-1489 SALEM MA 01970 SCALE: 1/8" =1 ' 42 80.00' . 1 I Plant List 4-IGC J ID Botanical Name Common Name Size QTY Trees AR Acer rubrum Red Maple 3.5-4" 1 ARA Acer rubrum 'Armstrong' Armstrong Maple 3.5-4" 2 I CC Cercis canadensis Eastern Redbud #10415 2 .00 single stem `11 Shrubs HQS Hydrangea quercifolia Snowflake Oakleaf #5 6 'Snowflake' Hydrangea IGC Ilex glabra 'Compacta' Compact Inkberry #5 10 Holly I I I I I Q W � > IW LU 0 Z 1 -AR O � I O I U I I I I i ! I I I I i I ) I ) I I00 co 6-HQS 77�L•�. ' I 2-ARA • 6-IGC 2-CC 81.5I ............... RECEIV-ED DEPT. O'F PLANNING & COMMUNITY DEVELOPMENT ANNIE SCOTT PLANTING PLAN SHEET NUMBER: 1 OF 1 10 DERBY SQUARE DATE: 1/24/2016 SALEM MA 01970 93-95 CANAL STREET DRAWN BY: AS ANNIERSCOTT@G MAIL .COM SCALE: 1/8" =1 ' (267)237-1489 SALEM MA 01970 �2 .10.2 . . X 10.2 x I� CANAL STREET . - (PUBLIC - VARIABLE WIDTH R.O.W.) o STREET OPENING: STREET OPENING: 5'x25'=125 S.F. 5 x14 =70' S.F. 6" SD D p D p p p p D D D D D D D D CUT & CAP WATER D D DL R35 PVC SEWER p p p SERVICE AT MAIN SERVICE S=0.02 CONN INV: 1.7'f 2" TYPE K COPPER 10- 120"x60" STORM DRAIN 120"x60" STORM DRAIN WATER (VERIFY SEWER INVERT TE SERVICE W W BOX CULVERT�� BOX CULVERT / PRIOR TO, INSTALLATION) W W W W W W N/ 12" WATER MAIN W CORP STOP W . 12" WATER MAIN D W W W D-_ D W D- D D D D p p p D D D D D D W D D U_ vvw vv vv S S S S 36" SANITARY SEWER S S S S S S S S 36 SANITARY SEWER S S S S S S ` OS 1 S S SMH REGISTRY USE ONLY EXISTING FIRE RIM: 10.0' SERVICE TO BE _ INV: -0.79 . 89.6 g• REUSED -Z 9.6 S �S S . S 36 SANITARY SEWER S S S S S S S 36 ITARY SEWER S S 1 S S S ...... . .. O �:. S S ` O S S S S 36 SANITARY SEWER G� SMH G G G G G . G G G G G G G G G -G G G RIM: 9.8 EX STING AIN' GAS MAIN GAS GAS M 4 INV: -0.85 9.3 9.2 9.2 8.8 WATER SERVICE �. x 3 . x x x U-POLE�9.1 SEWER x 9.1 x 9.1 9.4 U POLE x' CLEA��OUT CABLE DUCT CABLE.DUCT 9 9.3 x 2.8 2. 4 V CATV CA V CATV CATV G'' ATV CATV CATV ATV CATV CATV CAT A V ATV ATV ATV . CAT �iZ. .. .� .� N C ATV ATV C A 'CATV ' -CAT V CATV 68. C T .Z vry ' 14.54 WALKWAY 5 7 9.3 I ... 10, T / \. i� X .5 I 9.6 M1 1 x 9 x 0 / I - - .., INV: / DR35 PVC 9.6 #91 CANAL STREET DRAIN PIPE 25• - _ CA SI 2 n S-0.01 . CATCH BASIN 35.0 M M .0 t v RIM: 9.1'. RETURN EXISTING „ CATCH BASIN INV: 7.1' 1 METER METER TO SALEM DPW RIM: 9.3' EXISTING /' INV: 7.3, INFILTRATION SYSTEM 2 10' _ DRAINAGE: CALCULATIONS INFILTRATION SYSTEM 1 . _�•... BACKFLOW* p 10.5 �o, . x 9.6 1000 GAL. RECTANGULAR -•„•••• PREVENTER IMPERVIOUS AREA = 4768.0 S.F. ROOF + 4049.4 PARKING/DRIVEWAY DRYWELL W/ 1 STONE AROUND �p #97. CANAL STREET E.. t:� TOP CH: 8.0' �' E) 1" OF INFILTRATE (STORE) RUNOFF 9.5 t.:. � . INV IN: 7.10' o P : 10.2 1/12 .(8727:4 S.F.) = 727.3 CU. FT. �:: 1 ' B.O.S.: 3.2' n C__ : �.: w o. I - USE 2 x .1,000 GAL. DRYWELLS W/ EQUALIZER PIPE - SEE DETAIL n c^r ® �':{ w 133.7 CU. FT. WITH 4 FT. CRUSHED STONE AROUND EACH 9.8 , z �::IL.,� 0 2 x 133.7 CU.: FT. = 267.4 CU. FT. _ n c th p' R OT VOLUME COMPUTATION -EXTERIOR CRUSHIED STONE .� 19 PAS 93-95 CANAL. STREET �6 2 (18.5 Fr. x 1.3 67 FT. x 4.17 FT.) = 2106.9 CU. FT. 0 7O / 2106.9 CU. FT. - - 267.4 CU. FT. CHAMBER VOLUME = 1839.5 .CU. FT. 2.0 _® x 10.'1 EXISTING 2 STORY Z ( ) 10. - - 1839.5 CU. FT. x 0.3 VOIDS = 551.9 CU. FT. VOLUME VOIDS STORAGE 9.8 BUILDING UNDERGOING -o ;vim ( - .. 267.4 CU. FT. CHAMBER VOLUME :+ 551.9 CU. FT. VOIDS = 819.3 CU. FT RENOVATION TO 3 STORY -o mo 819.3 CU. FT. TOTAL STORAGE > '727.3i CU. FT. RUNOFF CALCULATION 12-UNIT DWELLING N 11 _ - 12 6 0 107 4 0.2 n 2.34 x 10. a DRAINAGE CALCULATIONS INFILTRATION SYSTEM 2 n IMPERVIOUS AREA = 2021.9 S.F. PARKING r -n 0.2' - 1 O / INFILTRATE (STORE) F RUNOFF / bo 1/12 (2021 .9 . S.F.) _ -168.5. CU: FT. 2 10.5 90 v / / USE 1,000 GAL: DRYWELL SEE' DETAIL . y - 133.7 S 0 D CU FT. WITH 2 FT CRUSHED STONE AROUND x 1.0 VOLUME COMPUTATION. EXTERIOR CRUSHED STONE TEMPORARY 'SNOW 1 - - (12.5 FT. "x 4.17 FT.) 399.3 CU. FT. FT x 7 67 DS INV: 399.3 CU. FT. 133.7 CU. FT. (CHAMBER VOLUME) 265.6 CU. FT. STORAGE AREA DRAIN 8.0 CLEANOUT 265.6 CU. FI'. x 0.3 (VOIDS) 79.7 CU. FT. VOLUME VOIDS STORAGE 00 133.7 CU. Fr. CHAMBER .ASSUMED o 11.3 7.2' 213.4 CU. FT. .T TAL STOR�GEM> 168.5�CUU FT RUNOFF CALCULATION FT. L �, DS INV: 60.1' AMP 1:12 51-0 THIS PLAN HAS. BEEN CALCULATED FROM INSTRUMENT SURVEY 8.0' ADA 6 INFILTRATION SYSTEM 1 AND FROM RECORD INFORMATION ONLY. THE ABSCENCE OR EXACTNESS 2 1000 GAL. RECTANGULAR OF UTILITIES IS NEITHER INTENDED OR IMPLIED. THE CONTRACTOR x 1.1 1E 22.0 O . _ AS TO FIELD VERIFY EXACT LOCATIONS OF ALL UTILITIES. Pw DRYWELLS W/ 4 STONE AROUND ', OTA�LE oAREA .6 _„�•�'• TOP CH: 7,4' GRAPHIC SCALE 1 R CEP ............. INV IN: 6.4 x 11.4 r: � 4: :;� •: INV EQ: 6.4 10 o s 10 20 40 . ................... . S PARKING LOT 0 S 2 CONTRACTOR TO NO DIG-SAFE (1-888-DIG-SAFE) AT LEAST.72 HOURS - p O .. D .:. PRIOR TO CONSTRUCTION. � 0 � �""1 � 'P .. { :y� "•1. 4s. ( IN FEET ) z . ............. : ;:::: 1 inch = 10 ft 1: pR35 P E 6 S ER P1P f:. :.. •;•::.�.' v p,UZ 11.4 �.' Ea t: ..�. :1 E�. PROPOSD Slr 'I LAST 11.7 1: :. :•::: '� 11.2 11.4 4.0' ;%�' S. r ILI , 11.4 11.6 5 9 3 .- .f CAN�l T � J 3.0, _ E Irp 1 1.6 SALEM MA o o O 9 cn 13.1 _ �6 o FOR o LANDSCAPE . LEGEND EXISTING CLF Z Y , -of gSLEO SIA V `LJ zu rw ; r, x 11.7 � '� �� SFA ..� -( rv'o 4 ,�✓. y - 2-1/2" CAL. PINK FLOWERING. DOGWOOD o 2.0' ® o BEATON CIVIL �T JT �T /� �Tm /� T(CORNUS FLORIDA RUBRA) NG�� " 12t9s . ,' ENVIRONMENTAL .1OlV 1V1�1V l 1�L CONSULTANTS vo 8 OAK STREET PEABODY, MA 01960 978-531 - 1191 - (24) EMERALD ARBORATIVE - THUJA OCCIDENTALIS WITH MULCH BED . /1 2 6 DATE 7 3/ 01 JOB• 3641 SHEET NO: 1 OF 1 DRAWN BY. C.R.L. STREET'SURFACE CURB STONE SIDEWALK ROADWAY COVER SERVICE PIPE. SEWER CLEANOUT FRAME & COWER ' � NOTE. STREET BASE STAINLESS STEEL STAINLESS STEEL CLEANOUT TOP SHALL BE ENCLOSED EXPANSION BAND PIPE CLAMP IN CASTING AND/OR FABRICATED SET CASTING ASSEMBLY J FLEXIBLE RUBIBER COVER ASSEMBLY. IN CONCRETE- COLLAR Q CONCRETE TRUNK CONNECTOR aaxrz x MAIN '.TUBE LINE OR MANHOLE WALL Q 6 PVC RISER PIPE - a��towrFe TEE HEAD wir IU SHOE . Dz2a" ':• MAIN TUBE I r. Pam r roAFVrAlGlV5MM 6 CLf/�BOpCGC/rfG � WATER z� MAIN NOTES: 1 . OPENING IN CONCRETE WALL SHALL BE CORED USINtG HIGH SPEED DIAMOND DRILL. 1 °' RVICE RE UIRES A 2. ALL METAL FIXTURES SHALL BE OF STAINLESS STEEL.. °'>. .:• ; �OO�LEfID�it�>n/h//�/G NOTE. . 1 /2 AND 2 SE Q CORPORATION STOP 3; SERVICE LINE SHALL BE FLUSH WITH THE INSIDE OF - Nr� CORPORATION COCK ONLY AT THE MAIN DIRECT TAP AND SHALL BE PROVIDED WITH ROADWAY THE CONCRETE PIPE OR WALL. ....:s.. ,. _ 0DrbUCNrf//4CF BOX AT SURFACE. ' 4. IF TRUNK LINE DIAMETER 1S LESS THAN 24 THEN A, SADDLE .TYPE' CONNECTION WILL BE USED. 6" • C _. IN LINE CLEANOUT DETAIL WATER SERVICE CONNECTION- DETAIL SEWER SERVICE. CONNECTION DETAIL EDGESTONE WITH STANDARD CATCH BASIN GUTTERMOUTH FRAME AND GRATE.; a n » ; CONCRETE SIDEWALK - EXISTING PAVEMENT tgc ADJUST. TO GRADE CONCRETE COLLAR c 0 0 0 - 20" DIA INSPECTION COVER o MORTAR FILL AROUND PIPE • d o 4,4 ° STAINLESS STEEL PIPE CLAMP 1 I it 5'-8' .13'-8' FLEXIBLE RUBBER .CONNECTOR ° CATCH BASIN 'HOOD PLAN VIEW .° .. . . . 1' TAPER EEL EXP _- STAINLESS ST ANSION r °° BAND TOP CHI 7.4' 4' TOP (6' H-20) o , o <4> s• DIA INLET .a ' ° MASTIC GASKET MATERIAL ALL ijETAIL SHEET o o O o 0 0 o INVI 6.4' MANHOLE JOINTS cc d c3'-0• H-20> 21-2• - PRECAST CONCRETE TO 9 3 95 . . . CANAL S 4'-10' 10 t� Q Q :CON RM TO ASTM 478. (5'-0' H-20) 4 CONC. OF 4000 PSI AT 28S LEM DAYS B.O.S•I 2.6, ° OF IifgFOR 3DRAINAGE HOLES 4' TO 2 1/2' DIA TAPER a a e ° ° BRUCE P. SECTION VIEW ` O WEIGHT 512196 y LE 0 S uHlAVUZ Z 0 ITEM N0. -0W-JDW S1fANDARD s sso 6„ SCREENED GRAVEL ;:Ems NOTES: DW-JDWH H-20 7.100 O GSI E`" e 1. CONCRETE: 4,000.PSI MINIMUM AFTER.28 DAYS. 50 L ENVIRONMENTAL N2. ALSO AVAILABLE IN H-20 LOADING. CIVICONSULTANTS 8 OAK STREET PEA BODY, MA 01960 978-531 -1 191 1000 GALLON SHALLOW DRY WELL CATCH BASIN DETAIL DATE: 7/13/2016 JOB: 3641 SHEET NO: 1 OF 1 . DRAWN BY: C.R:L.