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FHOD Application & Plan center tab fold iv JA'N 3 0 2019 DEPT. of CoMMUN1T y DLA,'IN!f' CITY OF SALEM `� ` � PLANNING BOARD �a CITY OF SALEM APPLICATION FORM FLOOD HAZARD OVERLAY DISTRICT SPECIAL PERMITS``� w =a€ o Location of Property: 75 Wharf Street r1l Ex Map &Lot: Map 44 Parcel 62 Owner: Pickering Wharf Complex LLC Applicant: Same Address/PO Box: 57 Wharf Street Address/PO Box: City, State,Zip Code: Salem, MA 01970 City, State,Zip Code: Telephone: (978)740-6990 Telephone: I. Protect Description: See attached letter. 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 N Zone AE ❑ Zone VE,. 111. 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 V 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 y , i f 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 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 x 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. See Attached Letter. ❑ 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) See Attached Letter. 2 of 3 i ❑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 ❑ 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 The proposed project does include a subdivision. 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. Signa re o pplicant Signature of Owner(attached consent letter is also acceptable) Date Date' FEE PAID: 3 of 3 may; / .,.-•. 1IBG 6�AOaT9UCT10N January 17, 2019 City of Salem Office of Planning&Community Development 98 Washington Street, 2"d Floor Salem, MA 01970 RE: 75 Wharf St.,Salem, MA Flood Hazard Overlay District Special Permit Application-Narrative Dear Planning Board Members: On behalf of Pickering Wharf Complex, LLC (Owner),,Bobrek Engineering & Construction, LLC (BEC) is pleased to present the following narrative and application for a Special Permit for the demolition of two upper stories and construction of a new second,third, and fourth story at the existing structure location at 75 Wharf Street, in Salem, Ma.The entire project area is within the 100-year Flood Zone which has an associated elevation of 10',based on the associated FEMA map,and is classified as Land Subject to Coastal Storm Flowage. However, the existing slab on grade, which will remain, has an elevation of 10.65. The remainder of the adjacent site will be maintained to ensure no change to current stormwater flow or traffic patterns. This project is designed to comply with Section 8.1.4 of the City of Salem'Zoning Ordinance Special Permit Uses, as outlined below: 1. The proposed use will comply in all respects to the uses and provisions of the underlying district in which the land is located. The existing single-family home is a conforming use located within the Central Development Zoning District. Both the existing and proposed structures comply with the underlying regulations of said district. The new structure will be designed to be aesthetically pleasing and be consistent with the appearance of surrounding structures. 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 waterbodies or high runoff. The entire property is located within the FEMA 100-Year flood zone of elevation 10.0'. Existing stormwater and flooding flow patterns will be maintained. The existing elevation of the slab on grade is 10.65 and will be unchanged as a result of this project. No additional structures will be constructed within the flood zone and there will be no additional stormwater runoff generated. Bobrek Engineering&Construction, LLC Page 1 of 2 January 28, 2018 2019.01.28-75 Wharf St.,Salem Planning Ltr.doc i EKUt6 a 00WS79umoao 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 or adjacent lots. The proposed project will have no impact on existing traffic patterns on Wharf Street. 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. For this project,there will be no change to existing utilities the service the structure. The existing slab on grade which has an elevation of 10.69',will be maintained during this project. All utilities and associated devices will be terminated above this elevation in the first floor. By doing so,this ensures all utilities are above the 100-year flood elevation of 10'. The air conditioning units on J the west side of the building will also be replaced during this project and set on a slab with an elevation of 11'. Refer to attached Site Plan C-01,for all proposed improvements to the site. 4. Where the proposed use will be located within a coastal high hazard area(Zone VE on the FEMA Flood Insurance Rate Maps), the Planning Board shall also find the flowing conditions to be fulfilled a. New structures or substantial improvements shall be located landward of the reach of mean high tide b. The support of new structures or substantial improvements shall not be in, or whole in part by the use of fill. The site is not located within the FEMA VE Zone;therefore,this section is not applicable. If you have any questions or require additional information, please do not hesitate to contact me at 978- 406-9619 or iohn@eoBEC.or>?. We thank you for this opportunity and look forward to working with you. Sincerely, Bobrek Engineering&Construction,LLC John Bobrek, P.E. President Bobrek Engineering& Construction, LLC Page 2 of 2 January 28, 2018 42019.01.28—75 Wharf St.,Salem Planning Ltr.doc • r,.7 f EKGMEBNG 6 CAtiSTBIKi108 January 17, 2019 City of Salem Office of Planning&Community Development 98 Washington Street,2"d Floor Salem, MA 01970 RE: 75 Wharf St.,Salem, MA Flood Hazard Overlay District Special Permit Application- Narrative Dear Planning Board Members: On behalf of Pickering Wharf Complex, LLC (Owner), Bobrek Engineering & Construction, LLC (BEC) is pleased to present the following narrative and application for a Special Permit for the demolition of two upper stories and construction of a new second,third, and fourth story at the existing structure location at 75 Wharf Street, in Salem, Ma.The entire project area is within the 100-year Flood Zone which has an associated elevation of 10',based on the associated FEMA map,and is classified as Land Subject to Coastal Storm Flowage. However, the existing slab on grade, which will remain, has an elevation of 10.65. The remainder of the adjacent site will be maintained to ensure no change to current stormwater flow or traffic patterns. This project is designed to comply with Section 8.1.4 of the City of Salem Zoning Ordinance Special Permit Uses, as outlined below: 1. The proposed use will comply in all respects to the uses and provisions of the underlying district in which the land is located. The existing single-family home is a conforming use located within the Central Development Zoning District. Both the existing and proposed structures comply with the underlying regulations of said district. The new structure will be designed to be aesthetically pleasing and be consistent with the appearance of surrounding structures. 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 waterbodies or high runoff. The entire property is located within the FEMA 100-Year flood zone of elevation 10.0'. Existing stormwater and flooding flow patterns will be maintained. The existing elevation of the slab on grade is 10.65 and will be unchanged as a result of this project. No additional structures will be constructed within the flood zone and there will be no additional stormwater runoff generated. Bobrek Engineering&Construction, LLC Page 1 of 2 January 28, 2018 2019.01.28-75 WharfSt.,Salem Planning Ltr.doc r B© = R ENGINEERING 6 CONSTNUCTION 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 or adjacent lots. The proposed project will have no impact on existing traffic patterns on Wharf Street. 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. For this project,there will be no change to existing utilities the service the structure. The existing slab on grade which has an elevation of 10.69',will be maintained during this project. All utilities and associated devices will be terminated above this elevation in the first floor. By doing so,this ensures all utilities are above the 100-year flood elevation of 10'. The air conditioning units on the west side of the building will also be replaced during this project and set on a slab with an elevation of 11'. Refer to attached Site Plan C-01,for all proposed improvements to the site. 4. Where the proposed use will be located within a coastal high hazard area(Zone VE on the FEMA Flood Insurance Rate Maps), the Planning Board shall also find the flowing conditions to be fulfilled: a. New structures or substantial improvements:shall be located landward of the reach of .mean high tide b. , The support of new structures or substantial improvements shall not be in, or whole in part by the use of fill. The site is not located within the FEMA VE Zone;therefore,this section is not applicable. If you have any questions or require additional information, please do not hesitate to contact me at 978- 406-9619 or iohn@goBEC.ore. We thank you for this opportunity and look forward to working with you. Sincerely, Bobrek Engineering&Construction, LLC John Bobrek, P.E. President Bobrek Engineering&Construction, LLC Page 2 of 2 January 28, 2018 2019.01.28—75 Wharf St.,Salem Planning Ltr.doc \ N yp NORTH GENERALNOTES A 5T 7. BASE MAPPING SHOWN IS THE RESULT OF AN ON-THE-GROUND SURVEY PERFORMED BY NORTH SHORE SURVEY OF 14 BROWN STREET,SALEM,MA -__ Ag I _ ` 8 CO1K1�lICnO'M BATE. _____ IIIL i1`T nid h•%o®/ j j / )1ERGINERM 2. BASED ON FEMA FLOOD MAP 26009C0419G,THE 100-YEAR FLOOD ELEVATION IS ®t�III i 1i'[ ;,,,� s.va r I ""'" -, .1�' I 141 PINE STREET EL.10 AND SHOWS THE ENTIRE PROJECT AREA TO BE WITHIN THE AE ZONE ;I DANVE ES,MA ET 3. CONTRACTOR IS TO NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPENCIES I �• " r% '�\ }}'"""� DANVE S,MA 19 23 PRIOR TO PROCEEDING WITH PROPOSED WORK mn ,'uli:" I & - I '\Ii ^ I!4. THIS PLAN DOES NOT NECESSARILY DEPICT THE EXACT LOCATION AND SIZE �� aWAj OF ALL UTILITIES WHICH MAY EXIST AT THIS TIME INSIDE OR OUTSIDE OF Ej T lVJI R I +Lit ' I riY1itl t YSI g ArI II' p -t salcJ 1'I1 EXISTING OR PROPOSED BUILDINGS,ON THE SUBJECT PROPERTY,WITHIN THE i1 STREET RIGHT-OF-WAY,OR ON ABUTTING LOTS. 5. THE ADJACENT ABUTTER(S)MUST BE NOTIFIED PRIOR TO THE START OF CONSTRUCTION. - 6. CONTACT THE CITY OF SALEM-SAFE FOR THE MARKING OF SALEM MUNICIPALUTILITI HOURS P CONTACT OIGEXCAVATION. EAT 1-888-344-7233 OR 1-600.322-0844 AT LEAST 72 cc ! HOURS PRIOR TO EXCAVATION. j I I ` Ad A 7. ALL EROSION&SEDIMENTATION CONTROLS MUST BE INSTALLED PRIOR TO � ! LAND DISTURBANCE AT THE SITE.EROSION CONTROLS MUST BE MAINTAINED 4LrF1-- I�- ____ - _ D_ THROUGHOUT THE DURATION OF THE PROJECT. — '_ __ � -}�ara. - zZ --- -t-ra.+)- J----- '--�i----------T -s ---_---' - _.I(_ -. arcs _ ___ J I O PROJECT TEAM I��-'-- .. a 'r �J _ OP OFaIAB —� `'Gw._= � 1 /xwwl.u/�J ! - 3 8. CONTRACTOR TO MAINTAIN ACCESS TO ADJACENT STRUCTURES AT ALL TIMES DURING CONSTRUCTION FOR FIREFIGHTING OPERATIONS. '40, D = - w as it uj 9. REFER TO ARCHITECTURAL 8 STRUCTURAL PLANS FOR CONSTRUCTION ORS .. DETAILS. 1 i II 2 I R , g i l l U—n/ OEMOU NG SECON A� 9 ` I b THIM AACH).RECAST RUCT ,en ,I �yyy 'v PER ARCFOTECTURpi pWGS. INSTALL CONCRETE PAD, POLYPROPYLENE- d d 1 I Jj I SEE ARCH.PLANS FOR DETAILS � I BOOT FA�TMCEBASIN J s 7 CATCHBASIN 6 y GRATE DUMP STRAPS EXPANSION RESTRAINT 4J ' ;I j) '( \\' `+r I`T€`', C NYLON ROPE 2- .I FLAT WASHERS) ,' N`' c- 'I'' PROJECT INFO e1D EerAU. OPTIONAL ��'�� OVERFLOW . I it O LA. CATCHBASIN GRATE DUMP STRAPmom S 1. INSPECTION SCHEDULE SMALL COMPLY WITH THE 2008 +� I ' �' I I �'! I �� \ z y EPA CONSTRUCRON GENERAL PERMIT SILT SACK Tx i '�I -I ; I'� STRUCTURAL COL NWJ V�1 '` I ' I STRUCTURAL { O " " ]. MAINTENANCE SHALL OCCUR WHEN NECESSgRY.S OEORER'IYP.SEE FMI : 1 J w T DNCS FOR LIETNLS SACKS SHALL BE CLEANED ONCE THE SAG IS RLLED HALF WAY WRH DEBRIS.CONTRACTORHALL S REMVE O SIlTSACK AND PLACE NEW UNIT.DO NOT EMPTY SILT SACK CONTENTS INTO THE CATCHBASIN. Yam/\� y �� \`O INSTALL SILT SACKS IN EX.CB j P I 1\ /�� W{j r 'PRIOR TO CONSTRUCTION.TYP. SILT SACK INLET PROTECTION ! 40.00' rl TO 4 NOT SCALE - �_ �t R e� �I f' e ---� `\ ' ` I� REV DESCRIPTION DATE y ow yy �u_ ,r , wr�I'• i -\;®/ dl�• '/ k PRIORTO&LTSTRICINLCII 30 J '/ vrd6�rrA+:dr1}Yn, y c:: .. x�m,a RF� /,/�".I ,xY"a..rn � 1� �? � � •`•� \ �rt'aa:P��� � - -'_a-.w����T�---Inl y� `! \�'• a smt�'.. � '•1\�` xwi�1i1 'r �i�� ,. - \"€11 VM _%'•— Q___._.—_-q.•s—rauucJ- 1'� O 9e rxvw-..NeJ Ij,: ,y ® -? REMOVE EXISTING AC UNITSbL` / /-/ rA / / INSTALL NEW CONC.SLABS,E111,TYP.0 O - \�\ 1' STAMP: INSTALL CONCRETE WALK AS RE ( [nL RED SY ADA�� \� �_ e ., .. . SITE �1 g - PLAN cl : SY DLO I \ it n, a r— ' y,CnLo Q�P}� V® YO,,; ¢ 1 _ F_______i'i ¢w COMJ�A31 6)�.�/�•_e�i .s lam' J SHEET NAME: H i I, I4Q 1 _QU�ARE RIGGER" v�O f 110 10 20 FEET SHT NO: SCALE=1-:10' DR BY:BTP t� CHK BY:JPB ' PROJ NO:18-018 DATE:JANUARY2019 - SCALE:1'=10' F1Segjehitects„inc -. D1 COMPOSITE F 78,peptry$ ;3p,;, _ TRIM I I yyOpYn:• M4l,Bl 2 Tei�fen�9l&74A-0208: VINYL CEDAR SHAKES 8 ALUM.GUTTER PROJECT ARCHITECT SYSTEM.TYP. ' I —. C — 12 UEFAM Q7 MA ASPHALT SHINGLE { ROOF _ I._O OF ALUM.GUTTER SYSTEM �� _ SEAL COMPOSITE WD � �.. ] �li. � �^ CORNER BOARDS I COMPOSITE WOOD - - - CLAPBOARDS,5• EXPOSURE WINDOWS L__ H . MNri CLAD t O L-. ___-_ O _ — � - O t ALUM.GUTTER — SYSTEM REPLACE EXISTING ` CLAPBOARD W/COMPOSITE WOOD CLAPBOARDS __...W ( -l PROJECT CONSULTANTS II e II I H A B1 C1 E1 - Wherry Row GRADE I 11 Development 8 12 I 12 REPLACE 75 Wharf Street, =ALUMGUnER °I Q8 COMPOSITE WOOD TRIM I CLAPBOARDS,TYP. Salem, MA, West Elevation-Side 01970 -�— �— �— r� NNri CEDAR 9RAKE5 I III 11 II 11 I III 12 _ PROJECT INFORMATION I D - O.J ASPHALT SHINGLE f28,_0' ROOF FOURTH FLOOR , ----_ -_- ALUM.GUTTER SYSTEM COMPOSITE WD OWNER INFORMATION CORNER BOARDS WNri CLA FF1D WINDOWS WOOD CLAPBOARDS.S'� �O_ O U EXPOSURE mull 319'-0• No. D—IlpBoA Date THIRD FLOOR �� +� PROJECT REVISIONS COMPOSITE W000 REFCEBf1 �}'� �s� -'S Job No. 201.-019 e. .. n F —Fo I�— _. �� — BALLUSTERS,TYP. Date. January 2,2M S.I.: As Noted _ Designed By JAS FF I Drevm By: JRM Checked By: JAS d:10'-0• ,1Approved By. JAS SECOND FLOOR —r ALUM.GUTTER SYSTEM DEPT. OF ` t-r yC p nghtmby Seger AmMteds,Inc. 6t9'-t• -_ -- ----- -- ---- _..- --- ----- - - ------- — -- -- -- --- -- ---' --- 17Y D EV F_ Ag r�yM:reee,�ed. B.D. c0 rrl n-5 u. STRUCTURE tT-9• I CLAPBOARD B.O.EXIST. I - _ W/COMPOSITE WOOD STEEL BEAM EX X EX �—— — CLAPBOARDS Exterior EX I E © O EX Elevations QOY-ST,FLOOR I I I j GRADE SHEETNAME EXISTING DOORS kl IWNDOWS TO REMAIN.REPLACE(TRIM,TYP. a-3. West Elevation-Main /"� SME.w-f�r SHEET NO. 1/2/2019 — Permit Set i. Seg aerrhitects,inc 10 Derby Square,Suite 3N, Salem.Massachusetts 01970 Telephone:978-744-0208 www.segerarchitects.00m PROJECT ARCHITECT t SEAL fl REMOVE EXISTING STRUCTURE, REMOVE EXISTING STRUCTURE, /' ` WINDOWS.DOORS.EXTERIOR$I--r T r r —T r r r WINDOWS,DOORS,EXTERIOR$ / �� \ INTERIOR FIISHES 10 SECOND I I I I I i INTERIOR FINISHES TO SECOND / \\ FLOOR FRAMING TYP. FLOOR fRALRNC,TYP. f / II �4 I� REMOVE EXISTING REMOVE EXISTING I LL LCO I I L JI J � � L L WINDOW$FRAME,TYP. SKYLIGH T,TYP. o 110&oil SECOND FLOOR I � REMOVE EXISTING rll COLUMNS.M. 11 11 I— � —� �n n 014- -ILL-21 II IIE1U I I III III HMI II , E °❑ �go ° ,� 0-0 EXSTING FIRST FLOOR REMOVE FASTING IXIST. FLOOR REMOVE FASTING DOOR, REMOVE EXISTING REMOVE EXISTING EXISTING FIRST FLOOR REMOVE EXISTING PROJECT CONSULTANTS STRUCTURE TO REMAN COLUMNS,TYP. HARDWARE$FRAME,TYP. WINDOW$FRAME,TYP. COLUMNS TYP. STRUCTURE TO REMAIN WINDOW$FRAME,TYP. South Demolition Elevation East Demolition Elevation R.WE:I/W-rd "r.ur.rd Wherry Row Development 75 Wharf Street, Salem, MA, 01970 PROJECT INFORMATION OWNER INFORMATION ——— —— ———— REMOVET WINDOW$FRAME.TYP. � T I\ \\ \ REMOVE.)3OORS,STRUCTURE, / REMOVE EXISTING STRUCTURE, I _ _ _ I I WINDOWS,OOORS,EXTERIOR$ / REMOVE FASTING STRUCTURE, / II\ \\\ \ WINDOWS.DOORS,EXTERIOR$ r , r —I r , r r , \INTERIOR FINISHES TO SECOND // /, ,1 \ \ FLOM F FINISHES TO HCOND I I I I I I I I t I I I \OOR FRAMING TV. / WINDOWS,DOORS,EXTERIOR$ IL JL JI I FLOOR FRAMING TYP. INTERIOR FINISHES TO SECOND L \ FLOOR FRAMING TYP. NPROJECT D—d REVISIONS oon Dste SECON / SECOND FLOOR I I I Jab No.: 2018-019 Date: Jarwary 2,2019 \� \\ I � a El I I Scale: As Nof M REMOVE EXISTING II fII II 'II JAS COLUMNS,TYP.�I � I I J DraDa.'vm By:By� JRM �0-0-0�� 6 0-0, O O O Checked By: JAS IXI�S'E. FLOOR [LOVE EXISTING DOOR, REPO ASTING EXIT ST• FLOOR HARDWARE It FRAME,TYP. SDING TYV. EXISTING F1R5T FLOOR EXISTING FIRST FLOOR REMOVE EXISTING Approved By: JAS EXSTING FIRST FLOOR STRUCTURE TO REMAIN STRUCTURE TO REMAIN WINDOW It FRAME,TYP. al ngh�s rm bry ager Architects,Inc. STRUCTURE TO REMAIN H North Demolition Elevation West Demolition Elevation Elevation -..IN-fd - Demolition SHEET NAME D-1 .1 SHEET NO. 1/2/2019 — Permit Set N NORTH GENERAL NOTES 1. BASE MAPPING SHOWN IS THE RESULT OF AN ON-THE-GROUND SURVEY PERFORMED BY NORTH SHORE SURVEY OF 14 BROWN STREET, SALEM, MA _. _ _ I 1 I / -C 1 1 \ i I ,r \ i �c,, ENGINEERING & CONSTRUCTION .. . ..4,, I I DMH RrM=9.9 1 ' 01970. cc \;; ii INVin( )=4.so� / E-BOX � 1`,\ I I I INVin( )=4.75 \D F 141 PINE STREET 2. BASED ON FEMA FLOOD MAP 25009C0419G,THE 100-YEAR FLOOD ELEVATION IS ; i i INvi F)=3.90 I r i `� BRICK sioEwaLK I r \ !! 1;'`;I I I INVout(D)=3.95 ' - - - I 1 AD EL. 10 AND SHOWS THE ENTIRE PROJECT AREA TO BE WITHIN THE AE ZONE. \`,+ 1 i i l i k 1 1 DANVERS, MA 01923 ►, i f if W WWW.goBEC.ORG t,`, i i r 1 1 � 3. CONTRACTOR IS TO NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPENCIES I \` .. I I I LP11 PRIOR TO PROCEEDING WITH PROPOSED WORK. 1,`I i I I i i ,' 1 wG? 1 t LP \``91 I 1 1 w I I MAILBOX I I `. SMH RIM-f0.f2 I \ 1 I I 11 ! 11 I 1I INVin=230(A) 4. THIS PLAN DOES NOT NECESSARILY DEPICT THE EXACT LOCATION AND SIZE 9 9 ;. t�; I = I 1 INVi-m=2.88(B) Z 11 0 V 11; I F " INVowt=2.23(C) OF ALL UTILITIES WHICH MAY EXIST AT THIS TIME INSIDE OR OUTSIDE OF I E T 1 ; i I t I EXISTING OR PROPOSED BUILDINGS, ON THE SUBJECT PROPERTY,WITHIN THE we ; i i I uj STREET RIGHT-OF-WAY OR ON ABUTTING LOTS. _ _Q_ - -water-T i i ;y; I I I -- Q li I `° '1!I lr �l Qi \A"..B\ f I �I 3 - II ♦'�l 1 1 I'll 5. THE ADJACENT ABUTTER(S)MUST BE NOTIFIED PRIOR TO THE START OF i \- 1 I L�`I CONSTRUCTION. d I I �\ / q I p � V w 1'`\. V I IW Z ROOF I I I _ J OVERHANG W I /i -Gas _ v N - ' - - J LAD I I I ICC _ .Gases . 6. CONTACT THE CITY OF SALEM FOR THE MARKING OF SALEM MUNICIPAL w ' Ac Ac ®-0-� ®_ _ ._ _. i > I r I +O \1.m ❑ - _.._.._. _.._ _ _.._ _ ._ ._. _ ._.._. it"-C¢s-.._.._.._.._.._..-. - --I_..��-.:_l UTILITIES, CONTACT DIG-SAFE AT 1-888-344-7233 OR 1-800-322-4844 AT LEAST 72 j i I id' j. Act _ -_- _ � _ _Gas_ �.__..�j HOURS PRIOR TO EXCAVATION. 1r� in Y DAC AG Ac coNCRETE II I/' I Ilcc 1 i! j I I I \`; I 1 a 1 �B \ 'y I j1 I I I EMH RIM= I oC12 _ CATV iT---- CATV(UC) ---�.-� 11 SMH RIM=10.49 1 1__ EMH RIM-f0.48 __ j� BOX II // ; jj INVin 3.99(A) I 1 1! PROJECT TEAM 7. ALL EROSION&SEDIMENTATION CONTROLS MUST BE INSTALLED PRIOR TO j ! !! LL_ 1 I .--I ' / - - d-== _.__ __ _- -- ; Ixvin=4•ss(B) ' LAND DISTURBANCE AT THE SITE. EROSION CONTROLS MUST BE MAINTAINED I I � i ' -___ �r -I c, i - -6 Sewer==:_= __ __ " -r' -- _ ; I��'A` INVin=4.04(C) 1 I �i ------E(UC)---�-- ---------- If -- ---"-- - INVov2-3.94(D) I 11 i_ T=:=:=:_ I=6"water_: It`- �:_67aterL _' J 1 - TOP OF SLAB II 6"Sewer-ID D THROUGHOUT THE DURATION OF THE PROJECT. ; i i ' 1 i Bl __ i wG• ELEV=10.65 (NAND 88)-- I I 1 ;U \ c r u 1 q..Se __.._. -.._.._.. CONCRETE LANDING \ 8. CONTRACTOR TO MAINTAIN ACCESS TO ADJACENT STRUCTURES AT ALL TIMES cas - I I I wG �Gl' I ij I > I1 I . u �BOLLAf�D II I 1 I LI I i BRICK SIDEWALK � -YI �l 1 1 DURING CONSTRUCTION FOR FIREFIGHTING OPERATIONS. i i I I I ® tic®® I `'\ � `�' 1 '\ - it r _. i I I ORS 9. REFER TO ARCHITECTURAL&STRUCTURAL PLANS FOR CONSTRUCTION i DETAILS. T R \ a i = / \ ) n C3 LL n z I I I j I I / LAWN ? \\ I 1 Q f i if I DEMOLISH EXISTING SECOND AD W i I &THIRD FLOORS. RECONSTRUCT / LP INSTALL CONCRETE PAD,Q o i i �� ' i l w Y I PER ARCHITECTURAL DWGS. o ti I SEE ARCH.PLANS FOR DETAILS I \\\��E c\ I i"� 1 1 1 O o � I � / / , , ,, �U� 1 L.LJ POLYPROPYLENE \\r N 1 co BOOT FRAMECATCHBASIN m Q w i r tP I P Q I / \ CATCHBASIN I i i I I I I Y w DUMP STRAPS i j j; 1 \\\ ` ', P V J GRATE N j it 1 I I i i m EXPANSION RESTRAINT w ; j i l I i i TRA "NYLON ROPE 2" i I I i� \\ i i PROJECT INFO ( tit I 11 i ' ' 1 f 1 1 �- FLAT WASHERS) fit `AD III I r ' I BRICK SIDEWALK 0. 1 OPTIONAL CROSS 3®ClION R40 DREAM LAWN \ OVERFLOW \ CATCHBASIN r ; if 1 II \ k GRATE DUMP STRAPS ' ' I I 1 I Y i Ili 1 � 1 j / , a � \\ 1 it NOTES it _) I 1 \ i i / % STRUCTURAL COLUMN W/ 1. INSPECTION SCHEDULE SHALL COMPLY WITH THE 2008 1 � J .� ,. EPA CONSTRUCTION GENERAL PERMIT SILT SACK P>r I if i \\ I I I I m . GEOPIER,TYP. SEE STRUCTURAL it \\ I 1 AD / 9 // o ] BRICK SIDEWA K DWGS FOR DETAILS 2. MAINTENANCE SHALL OCCUR WHEN NECES SARY.SILT ;RGF o \ 11 SACKS SHALL BE CLEANED ONCE THE BAG IS FILLED �, \ ' HALF WAY WITH DEBRIS.CONTRACTOR SHALL REMOVE gyp ` / pS� I i I \ U , LAWN \\\ I SILT SACK AND PLACE NEW UNIT.DO NOT EMPTY SILT .• \I'm SACK CONTENTS INTO THE CATCHBASIN. W F INSTALL SILT SACKS IN IX.CB i i � � � / � \ 1:' \\ LP PRIOR TO CONSTRUCTION,TYP. j LP S 7032'20" t i i - -i-�----- - 11 \ 00j/ / , \ \\ h _ _ _ 4"water- SILT SACK INLET PROTECTION i� �40.00' i1 alitM4.92 lJ i NOT TO SCALE I I 1 j + / _ \�\ It REV DESCRIPTION DATE BI,�A�, �I \; I / � I I j LP CB RIM= .23 jj \ �� E d� J Nvout=5 987 A B / ;OAD INSTALL SILT SACKS IN E C CB NCH I i l I / m > / / c D H B "rE / ;- ; \ PRIOR TO CONSTRUCTION,TYP. ( - HYDRA D 4) ; \ 1 I /Cl INVin( i PINvin( )` 40 l V(U r OF M INVoui C)-730 ' 1 INVov1 D=2. /r \ i INVo t rP I i I I I NVi ,2.70 r CB RIM_9 36 \\ \ i j / Z 0' 1-.. O N BOGREK L�GI 1N' DMH RIM=9.43 I I 1 \\+ + j / ;; \ �14 D(RCp)_f�_,�--i 1- \ /i nn� CIVIL 4 INVin=7.58 I II ;x s, 30 Li No.49 0 GP4 / I:f INVovt=7.i8 BRICK ` 1\fir AC CATV / / a �\ SMH RIM=9.56 / 14\ r DEP7. �wG,'_ / B O� O / BOX '' �\ N INVin=4.36A I� Y. \ wiiY JcvL�Vti.1 �i - -6"water M4in� -"-l "- - - -P i J AC j j "Ol / \ INVout=4.35(B) AC / j- '� i' p 1 --------*ors-TEL(UG)- REMOVE EXISTING AC UNITS&5 2 O C AC C / //.' y" j j INSTALL NEW CONC.SLABS,EL.11,TYP.3) \ it STAMP: _ I1/��\ ' . BRICK - ? ----- ----CATV UG ----- ------ AC i ( ) j it j 11 I/ / I \\ AC / ri / �� �Gl" r •� O / INSTALL CONCRETE WALK WppDE K LANDING I �� AC ' AS REQUIRED BY ADA BRIG i! fi _ CB RIM=9.90 / I I' / I /j /. �\ y/ {2AISED I I t I SITE INVout=6.55 / ii \ / �/ // !q �� AC j-' BRICK \\ I1 it s / - �1 ' �\ \ II I LANDSCAPING I D9A AC / i \ I I i j RED WAI_K`NA`( 1 PLAN r cc �/ ILL \��O 'CB RIM=11.40 C0� INVin=8.25 G ING 1 Z \ I I wG-2'.y' 1 INVout=8.10 5CAP \.AND -0- // / I - we !! ......... _ _ __ wC�� BOX orate \ I m BRICK I ���\ AC wate N \\ AC �I P �._._.-_._._.{•�:_ _ _ _ _ _ _ _ -ji !% / �� ii \ SHEET NAME: \ wG ' If W /� I I . AC j . ' \ ii I � G a] `'I 1 i I 1I /i I / p' A� Z \ I11 \ I I if G 99 I ii is �� S � UARE RIGGER 'r' \ 1 / BRICK / oae Co,aa,ectio l 5 0 10 20 FEET SHT NO: SCALE= 1":10' DR BY: BTP CHK BY: JPB PROJ NO: 18-018 DATE: JANUARY 2019 SCALE: 1"=10' I