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SPR & MRR Applications I� r s CITY OF SALEM ZD20 FEB13 P PLANNING BOARD M 2= 46 t F SALEM. MASS CITY OF SALEM APPLICATION FORM SITE PLAN REVIEW Location of Property: 13 Hawthorne Boulevard,Salem, Massachusetts Map &Lot: 35-0287-0 Owner: Roman Catholic Archdiocese of Boston Applicant: North Shore Community Development Coalition Address/PO Box: 66 Brooks Drive Address/PO Box: 96 Lafayette Street City, State,Zip Code: Braintree, MA 02184 City, State,Zip Code: Salem, Massachusetts 01970 Telephone: 617-746-5741 Telephone: 978-219-5378 1. Project Description: The project involves the restoration of the former Immaculate Conception parochial school and conversion into 29 units of affordable housing targeted for the creative economy and approximately 4,500 s.f.of studio,workrooms, galleries and meeting space to serve the creative community in Salem. There are 7 parking spaces on the premises for visitors. The required 29 parking spaces for the residential units will be reserved in nearby municipal facilities. Zoning District(s): R-2 Square footage of parcel: 22,716 Gross Square footage of structure(s): 38,178 Square footage of footprint: 12,627 No. of dwelling units: 29 II. Submission Requirements: Application form and attached reports,statements,and narratives: Five(5)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 Four(4)copies shall be filed with the Planning Board by the applicant. Plans and drawings: Four(4)full-size(24"x 36") sets of all.plans and drawings and nine(9)half-size (11"xl7")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: 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 I l y is 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. C. Required Plans and Drawings: A Site Plan stamped and dated by an architect,registered engineer,landscape architect,or other qualified professional,at a scale of 1"=40',(or as established by Planning Board) including all requirements as set forth in IIIB of the Salem Subdivision Regulations and the following: i. Location and dimensions of all buildings and other construction; 2. Location and dimensions of all parking areas, loading areas, bicycle racks or bicycle storage areas, walkways,and driveways. 3. Clearly identify pavement changes exceeding 5%and any vegetated slopes steeper than 1 V:3H, identify all pedestrian and vehicular pavement materials. 4. Location and dimensions of all internal roadways and access ways to adjacent public roadways; 5. Location,function,photometric intensity, color temperature,and fixture type of external lighting; 6. Location,type,dimensions,and quantities of landscaping with the size of the planting identified. 7. Location,type, and dimensions of screening; including retaining walls and fences. 8. Current and proposed location and dimensions and screening of utilities, including: water, stormwater,sewer,drainage,drain inlets,drainage tanks,back flow preventers, manholes,hydrants,gas,electrical,telephone, wireless telecommunications facilities, HVAC-related mechanicals,transformers, switchgears, generators,intake and exhaust features including: ventilation., stacks,fans, louvers,steam,and recycling and other waste disposal locations; 9. Location and dimensions of snow.removal areas; 10. Location of all existing natural features including ponds,brooks,streams,wetlands, street trees,marshes and existing vegetations up to the curbline; 1.1. Existing and proposed topography of the site,with,one-foot contours; 1.2. Conceptual drawings and elevations of all buildings to be erected including elevations showing architectural style; and 13. A context plan clearly showing the development site and the surrounding area at a scale of 100 feet, 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,Director of Traffic and Parking 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 I , ;t 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 his successor in title to alleviate the effects of same. Consent letter to be provided S natur of Applicant Signature of Owner(attached consent letter is also acceptable) February �?2020 Date Date FEE PAID: FEE PAID: -.8 4 i A WILLIAM]TINT[ TINTI &NAVINS, P.C. [intiC�tintinavins.com MARCY D HAUBER RICHARD R NAVINS www.tintinavins.com mhauNA MIntinavPANFm CHRISTINA MIHOS GRANESE rnavins@tintinavins.com PETER L NAVINS SALEM OFFICE cmgnnese�tin CERISE LELIAN CERISE JALELIAN pnavins@tintinavins.aan 27 CONGRESS STREET,SUITE 414 cjalelian@tintinavins.com W ILLIAM F QUINN SALEM,MA O 1970 PATRICKJ HEFFERNAN billquinnlaw%mail.com T 978 745.8065•F 978 745.3369 pheffernan@tintinavins.com SCOTT M GROVER JOHN E NAVINS smgrover@tintinavins.com WELLESLEY OFFICE MARC P FREY 20 WALNUT STREET,SUITE 308 jnavinsC�tinnavin mpfreyCatintinavins.com WELLESLEY,MA 02481 HEATHERR M DEITCH TCH hdeitch@ti nti navi ns.com JONATHAN M OFILOS T 781 237-0150 • F 781237.1165 jofilos@tintinavins.com WILLIAM B ARDIFF(1965-1995) THOMAS]HOGAN DANIEL B KULAK,OF COUNSEL tjhogan@tintinavins.com February 13, 2020 JERALD A PARISELLA,OF COUNSEL City of Salem Planning Board 98 Washington Street Salem, Massachusetts 01970 f- iM Re: 13 Hawthorne Boulevard/Municipal Building Reuse Application c-a Dear Planning Board Members: C The North Shore Community Development Coalition (NSCDC) has entered into a long-term lease of the former Immaculate Conception parochial school located at 13 Hawthorne Boulevard with the Roman Catholic Archdiocese of Boston. The NSCDC plans to convert the school to residential use and restore the exterior of the building to historical standards. There will be 29 residential dwelling units in the building with a preference for the creative economy. In addition, the former auditorium will be converted to studios, galleries, workrooms, shops and gathering space for the artist residents. The NSCDC is hereby requesting a Special Permit under Section 6.11 of the City of Salem Zoning Ordinance, which incorporates the newly adopted Municipal and Religious Building Reuse regulations. The property is located in the R-2 Zoning District which allows the issuance of such a Special Permit under Section 3.1 of the Ordinance. The building at 13 Hawthorne Boulevard meets the eligibility requirements of Section 6.11.3 since it consists of well more than 4,000 square feet, is more than 50 years old and was used as a religious school for at least 20 y years at some point in the last 50 years. The proposed use of the building for multifamily residential purposes and related commercial are among the uses allowed by Special Permit under Section 6.11.5. The one space per unit parking requirement in Section 6.11.8 for the residential units will be satisfied by reserving 29 spaces in a municipal parking facility within the vicinity of the property. There are 7 parking spaces available on the property for visitors. The project will provide affordable units far in excess of the 10% required in Section 6.11.9. a. The proposed use of the building as described above is in complete harmony with the intent and purpose of the new Municipal and Religious Building Reuse regulations and the petitioner respectfully asks the Planning Board to grant the Special Permit requested herein. North Shore Community Development Corporation By its attorney, Scott M. 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M. . 111111111111111��l�!111!�!''Il�I illillippi,,, , , � 12 1 1076 WASHINGTON ST, , MA 02339 1 � � � I I / � CONSULTANT TITLE: I � . � .. ,Anbl, AW-'%& . � Amr-M& a--a i � I I � I VHB 9 1 - I t; At"mi C olumven 0 ewl% L S 1 99 HIGH ST #1 0, BOSTON , MA 021 1 0 � ffi a 10mll" A^ ffiEft � M M - -I- tl� .M ,%Cftk a In N 0 M 9 N M I%-" "_'m ff a INNI - I, " rimm", M = - � Kt "Now a %Aw CONSULTANT TITLE: NOR] 11 %ffwpHw Cew% mmw mNll�FY Lrw`, �F.VEL0 " Mt� N `lpm uAgnm' OA L I � I Am"" N I N koa%# M 2 1 9 1 a- - co IRWIN ENGINEERS INC L co I �6 . I LO 33 W CENTRAL ST NATICK, MA 01 760 66 ) . 0 N (D * 21! N CONSULTANT TITLE: p� � M IT-, KA--" �_ =� 04 x ISSUE DATE : IMF. LJRUA L 3 2020 L . :i 0 in x Eq2= 1"M L a" lm:Fll ­"� �96 I, , , � , , � I � , �, , , , 1, t , _� I I 1 4 1, 4 14' LU N im 1= 1= 1: W&W 0 Sl I t PLAN lonl%'hm�vl "ww _j . a. r I - . INFILL E ISTING OPENING TO PROVIDE UNIT SEPARATION; GENERAL NOTES REMOVE EXISTING DOOR HARDWARE, DOOR & FRAME. o HISTORIC DOOR TO BE FIXED IN PLACE IN SAME LOCATION a pooh CON ON ONE SIDE OF DEMISING WALL W/ RATED GWB INFILL 1 lf�p, -aU ? 1. WITHIN CLASSROOMS: WALL B HIND, TYP. ALL HISTORIC TRIM & HARDWARE TO A-201 ° A. ALL EXISTING MILLWORK, INCLUDING BUT NOT LIMITED TO, WAINSCOT, FLOOR BE RETAINED/REINSTALLED WHERE POSSIBLE. �, o \, BASE, CHALKBOARD RAILS, CHALKBOARDS, SCOTIA MOULDING, AND EXISTING aoua�,Xuai o _ m DOORS AND TRIM, TO BE REMOVE D,CATALOGUED, AND PROTECTED, TO BE i n V X _ � — x REINSTALLED IN SELECT LOCATIONS AS HIGHLIGHTED. 20 B. ALL EXISTING MILLWORK CABINETS TO BE REMOVED, CATALOGUED & l ', ' `Z PROTECTED, TO BE RESTORED & REINSTALLED, WHERE POSSIBLE, IN SELECT ACCESSIBLE ROUTE s„ ; DEMO EXISTING EXTSTAIR-&-000RBEL-OW� LOCATIONS AS HIGHLIGHTED. a PROVIDE NEW WINDOW & WINDOW WELLo C. EXISTING CLASSROOM BUILT-IN CABINETRY TO BE RETAINED WHERE POSSIBLE INFILL EXISTING BOILER ROOM FLOOR TO MEET ° CORRIDOR ELEVATION \ - D. EXISTING CLASSROOM CHALKBOARDS & RAILS TO BE REINSTALLED IN LIVING ROOM & BEDROOM SPACES WHERE POSSIBLE. 1 BR \\ Goy REMOVE EXISTING CONCRETE LOADING DOCK \ E. ITEMS NOT REINSTALLED ARE TO BE RETURNED TO OWNER. 774 SF " F. EXISTING CLASSROOM WALLS TO BE RETAINED WHERE POSSIBLE. 1BR � DEMO EXISTING EXT STAIR & DOOR BELOW;Goo PROVIDE NEW WINDOW & WINDOW WELL 648 SF ° ° \ G. EXISTING HARWOOD FLOORS TO BE RETAINED & REFINISHED WHERE POSSIBLE. ° �' \ 2. WITHIN CORRIDORS: AREA OF RAMP & STAIR ABOVE \ A. WAINSCOT IN HALLWAY TO REMAIN AND BE RESTORED. ` EXISTING STAIR TO BE REMOVED B. EXISTING WOOD HANDRAILS & MILLWORK AT STAIR TO BE RESTORED. NEW WINDOW WELL d C. EXISTING DOOR TRIM AT HALLWAY SIDE OF DOORS TO REMAIN AND BE i I RESTORED. UNASSIGNED D. EXISTING PLASTER AT WALLS TO REMAIN. x x E. HISTORIC CLASSROOM ENTRY DOORS TO BE RETAINED & FIXED IN OPEN NEW RESILIENT FLOORING AT CORRIDORS 4 - -- - 4 POSITION TYP. 1BR ' s — y i Goa ° 1 ) 3. REFER TO ENLARGE UNIT PLANS FOR TYPICAL APPROACH FOR UNIT LAYOUTS 675 SF ° EXPOSED BLOCK TO BEi RETAINED & ° ° sr 4. EXISTING DOORS TO BE STORED ON SITE FOR DETERMINATION ON HISTORICAL , � ; , SIGNIFICANCE. REFI�I8HED, TYP � UNASSIGNED <G18 ;_ ;! LONG TERM 470 SF BIKE STORAGE it Gas 9 17jif r, Electric d ^' pipe-cappe BR \ 2 z A-201 I G11 j ° 835 SF Water-3" ~ 1 \ -113R ° 10 o ° 1611 \ - 675 SF 660 SF . x 1 -1/211 CO ER IDS - \ ri _ ° ° I @ o a o j °' o s s / g� 1611 ° STUDIO I —� Got INFILL EXISTING GYMNASIUM FLOOR TO MEET I 666 SF 495 SF I CORRIDOR ELEVATION t � C 7s I E C f \ 1BR ° '? jam. 1 G01 ° ° / 656 SF STUDIO / 473 SF � 01 \ ' i 4 17 Z �s L� 0 4' 8' 16' ARCHITECT CONSULTANT STAMP KEY PLAN SHEET TITLE LEGEND 3 HAWTHORNE BLVD GARDEN LEVEL PLAN AREA OF FLOOR INFILL °�- SALEM HISTORIC SCHOOLS o ` ~ c.0 ARCHITECTURE — — — AREA OF HISTORIC TRIM 8/31/2018 MHC SUBMISSION LID MARK DATE DESCRIPTION N NORTH SHORE COMMUNITY DEVELOPMENT 101 SUMMER ST BOSTON MA 02110 AREA OF HISTORIC CHALK N COALITION, INC. BOARDS & RAILS PROJECT NUMBER: 218010.2 A� 1 N 04 DRAWN BY: BD CHECKED BY: Checker INFILL EXISTING OPENING TO PROVIDE UNIT SEPARATION; REMOVE 6N / EXISTING DOOR HARDWARE, DOOR & FRAME. HISTORIC DOOR TO BE -� 'aqua} p GENERAL NOTES FIXED IN PLACE IN SAME LOCATION ON ONE SIDE OF DEMISING WALL W/ RATED GWB INFILL WALL BEHIND TYP. ALL HISTORIC TRIM & �r A-201 �. .�\ 1. WITHIN CLASSROOMS: HARDWARE TO BE RETAINED/REINSTALLED WHERE POSSIBLE. 0---o--e __- --- ---� v� A. ALL EXISTING MILLWORK, INCLUDING BUT NOT LIMITED TO, WAINSCOT, FLOOR - ` - - BASE, CHALKBOARD RAILS, CHALKBOARDS, SCOTIA MOULDING, AND EXISTING �I'-- - PROTECTED, E DOORS AND TRIM TO BE REMOVED CATALOGUED AND ECTED TO B I __ -- -- - --- ------ _ - - --=1-, DEMO EXISTING EXT STAIR & DOOR BELOW; �Z - , O\ . ,� .� , \ REINSTALLED IN SELECT LOCATIONS AS HIGHLIGHTED. �t ............. -- -- j PROVIDE NEW WINDOW & WINDOW WELL REMOVE EXISTING RETROFIT DOOR & TRANSOM ASSEMBLY; PROVIDES -____ _ r INEW GLAZED METAL DOOR & TRANSOM SYSTEM TO REPLICATE - - - - - - \ / REMOVE EXISTING RETROFIT DOOR AND PARTITIONS; PROVIDE NEWS �, B. ALL EXISTING MILLWORK CABINETS TO BE REMOVED, CATALOGUED & I ' ORIGINAL CONFIGURATIONS PER ORIG. DWGS, TYP GLAZED METAL DOOR & TRANSOM SYSTEM TO REPLICATE ORIGINAL \ j\ PROTECTED, TO BE RESTORED & REINSTALLED, WHERE POSSIBLE, IN SELECT CONFIGURATIONS PER ORIG. DWGS, TYP-,,, �;� a LOCATIONS AS HIGHLIGHTED. s ----'I O -- t - -' (` \ � C. EXISTING CLASSROOM BUILT-IN CABINETRY TO BE RETAINED WHERE POSSIBLE 1BR REMOVE EXISTING CONCRETE LOADING DOCK'��� � � � 726 SF REMOVE RETROFIT INFILL AT HISTORIC MASONRY OPENINGS \, D. EXISTING CLASSROOM CHALKBOARDS & RAILS TO BE REINSTALLED IN LIVING --------1 I; 1BR TO ACCOMODATE NEW WINDOW & DOOR SYSTEMS ROOM & BEDROOM SPACES WHERE POSSIBLE. 104 ' REMOVE EXISTING RETROFIT DOOR& TRANSOM ASSEMBLY; PROVIDE' ,,, DEMO EXISTING EXT STAIR`;& E. ITEMS NOT REINSTALLED ARE TO BE RETURNED TO OWNER. I 654 SF NEW GLAZED METAL DOOR & TRANSOM SYSTEM TO REPLICATE DOOR BELOW; PROVIDE NEW ! I ORIGINAL CONFIGURATIONS PER ORIG. DWGS, TYP. BOTH SIDES) WINDOW & WINDOW WELL \'\ F. EXISTING CLASSROOM WALLS TO BE RETAINED WHERE POSSIBLE. G. EXISTING HARWOOD FLOORS TO BE RETAINED & REFINISHED WHERE POSSIBLE. j a Z NEW RAMP FROM ACCESSIBLE PARKING TO SECONDARY ENTRY T I 9 o I p \, 2. WITHIN CORRIDORS: EXISTING STAIR TO BE REMOVE \',�, A. WAINSCOT IN HALLWAY TO REMAIN AND BE RESTORED. II DN NEW WINDOW WELL O � RAMP DOWN \ \��, B. EXISTING WOOD HANDRAILS & MILLWORK AT STAIR TO BE RESTORED. LOBBY ! I 7, --__ T C. EXISTING DOOR TRIM AT HALLWAY SIDE OF DOORS TO REMAIN AND BE I RESTORED. ` MP DOWN HISTORIC CLASSROOM ENTRY DOORS TO BE RES PUBLIC x ! x \ • _ _ \ D. EXISTING PLASTER AT WALLS TO REMAIN. RETAINED & FIXED IN OPEN POSITION, TYP. ENTRY ENTRY \ o / r FIXED N OP EN R T BE RETAINED & I I � � E. HISTORIC CLASSROOM ENTRY DOORS O 1BR o o r NEW RESILIENT FLOORING AT CORRIDORS r C POSITION, TYP. f J \ '�' HISTORIC TR M [INC WAINSCOT, FLOOR 675 SF \ [ I LAYOUTS T� 3. REFER TO ENLARGE UNIT PLANS FOR TYPICAL APPROACH FOR UNIT LA O BASE CHALK RAILS SCOTIA MOULDINGS � � � ?� r r x BE RETAINED RESTORED , . \TO & AS I I � DETERMINATION N HISTOR CAL 4. EXISTING DOORS TO BE STORED ON SITE FOR O --- --HIGHLIGHTED TYP--- „ I G� MANAGEMENT r \ \ SIGNIFICANCE. EXISTING CLASROOM BUILT-IN CASEWORK r 251 SF r / , TO BE RETAINED WHERE POSSIBLE I I s I r I L r PROTECT & MAINTAIN BULLETIN BOARD CASES , --•- / IN CORRIDORS WHERE POSSIBLE, TYP, N ----- _-- r DOUBLE HEIGHT; �I -- .... -. D'b LE STAGE. LINE OF EXISTING r � , _ BALCONY OVERHEAD HEIGHT , rvoN-R sI�ENTIAL ------ -, -+ -- --— t 2 r NON-RESIDENTIAL iI , r 3509 SF i i 646 F 1 ! WC WC MAX OCC: 234 ----- - � I A i r I �I 21111111111 ism EXISTING TR O FIT D OR & r_ I REMOVE RETROFIT O TRANSOM ASSEMBLY, PROVIDE NEW GLAZED 1 , METAL DOOR SYSTEM TO REPLICATE ' it ORIGINAL CONFIGURATIONS PER ORIG. DWGS, TYP. I f PROTECT & MAINTAIN EXISTING CORRIDOR j ' DOOR & GLAZING SYSTEM ____jj - I LLLI 1BR EXISTING WOOD FLOORING AT AUDITORIUM AND ! _ ! 02 n- STAGE TO BE RETAINED & RESTORED. PROTECT J sss SF DURING DEMO & CONSTRUCTION. I I 79 LU j 0 HISTORIC TRIM [INC WAINSCOT, FLOOR BASE, f CHALK RAILS, SOCITA MOULDINGS] TO BE Z ^' ' rT-' RETAINED & RESTORED AS HIGHLIGHTED, TYP. V 2BR 1e O O LU 1os INFILL EXISTING OPENING TO PROVIDE UNIT SEPARATION; REMOVE - - _ IN °I o 1001 sF EXISTING DOOR HARDWARE, DOOR & FRAME. HISTORIC DOOR TO BE I' ! FIXED IN PLACE IN SAME LOCATION ON ONE SIDE OF DEMISING WALL W/ RATED GWB INFILL WALL BEHIND, TYP. ALL HISTORIC TRIM & HARDWARE TO BE RETAINED/REINSTALLED WHERE POSSIBLE. 683 SF it f REMOVE EXISTING RETROFIT DOOR & TRANSOM ASSEMBLY; PROVIDE i „ ® NEW GLAZED METAL DOOR & TRANSOM SYSTEM TO REPLICATE r lff�i ORIGINAL CONFIGURATIONS PER ORIG. DWGS, TYP 1� -.--- ----_ _--- ARK I- --- _ FIRST FLOOR PLAN _ _ - _ - __ -- -- j A-202. Ax 0 4 8 16 f \ 16 ,f it t ARCHITECT CONSULTANT STAMP KEY PLAN SHEET TITLE LEGEND - HAWTHORNE �. � � FIRST FLOOR PLAN 13 AREA OF FLOOR INFILL a SALEM HISTORIC SCHOOLS lqr 77 �a ARCHITECTURE — — — AREA OF HISTORIC TRIM 8/31/2018 MHC SUBMISSION M MARK DATE DESCRIPTION NORTH SHORE COMMUNITY DEVELOPMENT 101 sSUMMER ST BOSTON MA 02110 a AREA of HISTORIC CHALK - N .�I-- � � BOARDS & RAILS COALITION, INC. PROJECT NUMBER: 218010.2 N 1 2 DRAWN BY: BD CHECKED BY: Checker GENERAL NOTES 1. WITHIN CLASSROOMS: A. ALL EXISTING MILLWORK, INCLUDING BUT NOT LIMITED TO, WAINSCOT,FLOOR BASE, CHALKBOARD RAILS, CHALKBOARDS, SCOTIA MOULDING, AND EXISTING DOORS AND TRIM, TO BE REMOVE D,CATALOGUED, AND PROTECTED, TO BE REINSTALLED IN SELECT LOCATIONS AS HIGHLIGHTED. PROTECT & MAINTAIN EXISTING CORRIDOR B. ALL EXISTING MILLWORK CABINETS TO BE REMOVED, CATALOGUED & '...........".' r PROTECTED, TO BE RESTORED & REINSTALLED, WHERE POSSIBLE, IN SELECT DOOR & GLAZING SYSTEM - - - - - - LOCATIONS AS HIGHLIGHTED. EXISTING CLASROOM BUILT-IN CASEWORK : TO BE RETAINED WHERE POSSIBLE, TYP C. EXISTING CLASSROOM BUILT-IN CABINETRY TO BE RETAINED WHERE POSSIBLE EXISTING CLASSROOM BUILT-IN CASEWORK TO BE RETAINED WHERE POSSIBLE D. EXISTING CLASSROOM CHALKBOARDS & RAILS TO BE REINSTALLED IN LIVING 1 ROOM & BEDROOM SPACES WHERE POSSIBLE. 1 1 n •� E. ITEMS NOT REINSTALLED ARE TO BE RETURNED TO OWNER. + 1BR F. EXISTING CLASSROOM WALLS TO BE RETAINED WHERE POSSIBLE. o 0 2BR 1 ' 653 SF j G. EXISTING HARWOOD FLOORS TO BE RETAINED & REFINISHED WHERE POSSIBLE. 1 927 sF INFILL EXISTING OPENING TO PROVIDE UNIT SEPARATION; REMOVE EXISTING DOOR HARDWARE, DOOR & FRAME. HISTORIC DOOR TO BE 2. WITHIN CORRIDORS: 1BR I FIXED IN PLACE IN SAME LOCATION ON ONE SIDE OF DEMISING WALL W/ A. WAINSCOT IN HALLWAY TO REMAIN AND BE RESTORED. A-5oo L RATED GWB INFILL WALL BEHIND, TYP. ALL HISTORIC TRIM & 1 1 a HARDWARE TO BE RETAINED/REINSTALLED WHERE POSSIBLE. B. EXISTING WOOD HANDRAILS & MILLWORK AT STAIR TO BE RESTORED. 1 1 C. EXISTING DOOR TRIM AT HALLWAY SIDE OF DOORS TO REMAIN AND BE CL OF BEAM OVERHEAD, VIF RESTORED. f HISTORIC CLASSROOM ENTRY DOORS TO BE D. EXISTING PLASTER AT WALLS TO REMAIN. I RETAINED & FIXED IN OPEN POSITION, TYP. E. HISTORIC CLASSROOM ENTRY DOORS TO BE RETAINED & FIXED IN OPEN NEW RESILIENT FLOORING AT ' POSITION, TYP. CORRIDORS 1BR o o I \ \ 204 I 3. REFER TO ENLARGE UNIT PLANS FOR TYPICAL APPROACH FOR UNIT LAYOUTS 682 sF I \ \ I I 4. EXISTING DOORS TO BE STORED ON SITE FOR DETERMINATION ON HISTORICAL HISTORIC TRIM [INC WAINSCOT, FLOOR I \ I SIGNIFICANCE. BASE, CHALK RAILS, SCOTIA MOULDINGS] TO BE RETAINED & RESTORED AS HIGHLIGHTED, TYP EXISTING CLASROOM BUILT-IN CASEWORK TO BE RETAINED WHERE POSSIBLE, TYP cc r sT r 1 I I OPEN T" LOW OPEN TO A-5oo 1 UNASSIGNED I I I \ \ I I BFTLLQW 1 STUDIO 1 NON-RESIDENTIAL' 203 G001 M i \ 1 465 SF 1 869 SF HISTORIC CLASSROOM ENTRY DOORS TO u BE RETAINED & FIXED IN OPEN POSITION, TYP. EXISTING DOOR TRIM AT CORRIDOR 1 SIDE OF DOORS TO BE RETAINED & 1 0-0 RESTORED, TYP ° 1 ...... .. . .. O cc ; PROTECT & MAINTAIN EXISTING CORRIDOR 1 0 I DOOR & GLAZING SYSTEM sag : 1 1 1 STUDIO 202 lJ 1 463 SF I I 1 PROTECT, MAINTAIN & RESTORE EXISTING HARDWOOD FLOORS AT CLASSROOMS WHERE 1 POSSIBLE, TYP _ U 1 _ 213R h La 1 ; 1 20� INFILL EXISTING OPENING TO PROVIDE UNIT SEPARATION; REMOVE 1 °I o 1001 SF EXISTING DOOR HARDWARE, DOOR & FRAME. HISTORIC DOOR TO BE 1 1 FIXED IN PLACE IN SAME LOCATION ON ONE SIDE OF DEMISING WALL W/ I I RATED GWB INFILL WALL BEHIND, TYP. ALL HISTORIC TRIM & • HARDWARE TO BE RETAINED/REINSTALLED WHERE POSSIBLE. I 1BR o o . ,. =! 201 ; ': 213R 685 SF A-500 • � ; s EXISTING CLASROOM CHALK RAILS TO BE 1 REINSTALLED WHERE POSSIBLE 1 ' 1 0 z 0 4 8' 16' SECOND FLOOR PLAN 1/8 = 19-011 ARCHITECT CONSULTANT STAMP KEY PLAN SHEET TITLE LEGEND SECOND FLOOR 13 HAWTHORNE BLVD PLAN AREA OF FLOOR INFILL SALEM HISTORIC SCHOOLS co co ARCHITECTURE — — — AREA OF HISTORIC TRIM 8/31/2018 MHC SUBMISSION Lo 615 MARK DATE DESCRIPTION NORTH SHORE COMMUNITY DEVELOPMENT 101 SUMMER ST BOSTON MA o2110 AREA OF HISTORIC CHALK N COALITION, INC. BOARDS & RAILS N PROJECT NUMBER: 218010.2 A� 1 N DRAWN BY: BD CHECKED BY: Checker GENERAL NOTES 1 A-201 1. WITHIN CLASSROOMS: A. ALL EXISTING MILLWORK, INCLUDING BUT NOT LIMITED TO, WAINSCOT, FLOOR BASE, CHALKBOARD RAILS, CHALKBOARDS, SCOTIA MOULDING, AND EXISTING DOORS AND TRIM, TO BE REMOVE D,CATALOGUED, AND PROTECTED, TO BE INFILL EXISTING OPENING TO PROVIDE UNIT SEPARATION; REMOVE REINSTALLED IN SELECT LOCATIONS AS HIGHLIGHTED. EXISTING DOOR HARDWARE, DOOR & FRAME. HISTORIC DOOR TO BE FIXED IN PLACE IN SAME LOCATION ON ONE SIDE OF DEMISING WALL W/ B. ALL EXISTING MILLWORK CABINETS TO BE REMOVED, CATALOGUED & EXISTING CLASROOM BUILT-IN CASEWORK RATED GWB INFILL WALL BEHIND, TYP. ALL HISTORIC TRIM & PROTECTED, TO BE RESTORED & REINSTALLED, WHERE POSSIBLE, IN SELECT TO BE RETAINED WHERE POSSIBLE HARDWARE TO BE RETAINED/REINSTALLED WHERE POSSIBLE. LOCATIONS AS HIGHLIGHTED. C. EXISTING CLASSROOM BUILT-IN CABINETRY TO BE RETAINED WHERE POSSIBLE ' D. EXISTING CLASSROOM CHALKBOARDS & RAILS TO BE REINSTALLED IN LIVING 113R ROOM & BEDROOM SPACES WHERE POSSIBLE. 305 0 ' 653 sF PROTECT & MAINTAIN EXISTING CORRIDOR E. ITEMS NOT REINSTALLED ARE TO BE RETURNED TO OWNER. DOOR & GLAZING SYSTEM ' HISTORIC CLASSROOM ENTRY DOORS TO BE F. EXISTING CLASSROOM WALLS TO BE RETAINED WHERE POSSIBLE. � 01 RETAINED & FIXED IN OPEN POSITION, TYP. ' G. EXISTING HARWOOD FLOORS TO BE RETAINED & REFINISHED WHERE POSSIBLE. ' I h I 2. WITHIN CORRIDORS: A. WAINSCOT IN HALLWAY TO REMAIN AND BE RESTORED. HISTORIC TRIM [INC WAINSCOT, FLOOR ' BASE, CHALK RAILS, SCOTIA MOULDINGS] B. EXISTING WOOD HANDRAILS & MILLWORK AT STAIR TO BE RESTORED. ❑ TO BE RETAINED & RESTORED AS 0 HIGHLIGHTED, TYP — C. EXISTING DOOR TRIM AT HALLWAY SIDE OF DOORS TO REMAIN AND BE RESTORED. PROTECT, MAINTAIN & RESTORE EXISTING HARDWOOD FLOORS AT CLASSROOMS 1BR ; D. EXISTING PLASTER AT WALLS TO REMAIN. WHERE POSSIBLE, TYP 304 680 SF o i E. HISTORIC CLASSROOM ENTRY DOORS TO BE RETAINED & FIXED IN OPEN 00 ; POSITION, TYP. 3. REFER TO ENLARGE UNIT PLANS FOR TYPICAL APPROACH FOR UNIT LAYOUTS I , 4. EXISTING DOORS TO BE STORED ON SITE FOR DETERMINATION ON HISTORICAL • SIGNIFICANCE. EXISTING CLASROOM BUILT-IN CASEWORK ' TO BE RETAINED WHERE POSSIBLE I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —— — — — — — — — — — — — — — — — — — . I • I I 2 STUDIO F - - -- - - - - - - - - - - - - - A-201 I 303 476 SF C3 , i 4 i A-202. HISTORIC CLASSROOM ENTRY DOORS TO BE RETAINED & FIXED IN OPEN POSITION, TYP. EXISTING DOOR TRIM AT CORRIDOR _ SIDE OF DOORS TO BE RETAINED & o—° ; I RESTORED, TYP I Z�JA to , STUDIO o • i 463 SF CIA L3 NEW RESILIENT FLOORING AT CORRIDORS I❑ u PROTECT & MAINTAIN EXISTING CORRIDOR i DOOR & GLAZING SYSTEM _ u • ' INFILL EXISTING OPENING TO PROVIDE UNIT SEPARATION; REMOVE EXISTING DOOR HARDWARE, DOOR & FRAME. HISTORIC DOOR TO BE ' FIXED IN PLACE IN SAME LOCATION ON ONE SIDE OF DEMISING WALL W/ RATED GWB INFILL WALL BEHIND, TYP. ALL HISTORIC TRIM & • HARDWARE TO BE RETAINED/REINSTALLED WHERE POSSIBLE. o 0 0 • a 1BR i 301 685 SF t 3 A-202. �1/ 0 4 8' 16' 8 ARCHITECT CONSULTANT STAMP KEY PLAN SHEET TITLE LEGEND BLVD THIRD FLOOR PLAN„ _ 13 HAWTHORNE : . AREA OF FLOOR INFILL N SALEM HISTORIC SCHOOLS y f�, ARCHITECTURE — — — AREA OF HISTORIC TRIM 8/31/2018 MHC SUBMISSION � Lo AREA OF HISTORIC CHALK MARK DATE DESCRIPTION NORTH SHORE COMMUNITY DEVELOPMENT 101 SUMMER sT BosTON MA 02110 - BOARDS & RAILS N COALITION, INC. PROJECT NUMBER: 218010.2 As 1 DRAWN BY: BD CHECKED BY: Checker r ROOF NOTES EXISTING BRICK PARAPET W/ SLOPE CANNOT EXCEED 1" RISE MAX ACROSS CONDENSING UNITS COPPER CAP & FLASHING, TYP; a-2o1 REFURBISH WHERE POSSIBLE ALL ROOF VENTS MUST BE SEPERATED BY AT LEAST 12" O.C. - - REMOVE ALL COPPER GUTTERS, CAPS & FLASHING THAT ARE CORRODED EXISTING COPPER ROOF TO BE OR DAMAGED BEYOND REPAIR. REFURBISHED, WHERE POSSIBLE, TYP EXISTING CAST STONE CAP W/ COPPER FLASHING,TYP. REFURBISH WHERE POSSIBLE I r - - - - - - - - - - - - - I i I I I I I I I I I I I I I I I I REMOVE EXISTING FLAT ROOFING SYSTEM & I ❑ PROVIDE NEW MEMBRANE ROOF SYSTEM I I EXISTING LATE SHINGLE ROOF NEW ROOFTOP EQUIPMENT ' TO BE RE AIRED IN KIND OFFSET MIN 10'-0" FROM ROOF EDGE R I I I _ I I I I I - I I I I I i O I REFERENCE SPECIFICATIONS FOR STONE RESTORATION, TYP ROOF BELOW 2 I I A-201 I I I I 4 I I A I I I I I I I I I IL-J I REMOVE EXISTING FLAT ROOFING SYSTEM & PROVIDE NEW MEMBRANE ROOF SYSTEM I I I _ I I I I I EXISTING CAST STONE CAP W/ RD ❑ EXISTING COPPER ROOFING AND FLASHING COPPER FLASHING, TYP. I I TO BE REFURBISHED WHERE POSSIBLE, TYP REFURBISH WHERE POSSIBLE I I I I I EXISTING BRICK PARAPET W/ COPPER CAP & FLASHING, TYP; I REFURBISH WHERE POSSIBLE I I I I I I I L - - - - - - - - - - - - - -' EXISTING COPPER CAP & FLASHING, TYP; REFURBISH WHERE POSSIBLE 0 Z REFERENCE SPECIFICATIONS FOR s o 4' 8' s' STONE RESTORATION, TYP \A-2o2. ARCHITECT CONSULTANT STAMP KEY PLAN SHEET TITLE 13 HAWTHORNE BLVD y�*.,a ROOF PLAN N SALEM HISTORIC SCHOOLS l` ARCHITECTURE 8/31/2018 MHC SUBMISSION Lo 6i 7MARK DATE DESCRIPTION N NORTH SHORE COMMUNITY DEVELOPMENT 101 SUMMER ST BOSTON MA 02110 OA� l 05 N COALITION, INC. PROJECT NUMBER: 218010.2 DRAWN BY: BD CHECKED BY: Checker EXISTING COPPER FLASHING & GUTTERS TO REMAIN; REFERENCE SPECIFICATIONS FOR REFURBISH WHERE POSSIBLE STONE RESTORATION, TYP REMOVE EXISTING WINDOW SYSTEMS & FRAMES & PROVIDE NEW WINDOW SYSTEM TO REPLICATE ROOF ORIGINAL CONFIGURATIONS PER ORIG. DWGS, TYP 641 - 1 it - - - - - - - - - - - - - - - - - - - CEILING 62 4 � V- I � I � THIRD FLOOR - - - REFERENCE SPECIFICATIONS FOR ---- I STONE RESTORATION, TYP - o NEW CEILING - i i M �. _ ! r- i, SECOND FLOOR c� ® 0 24' - 10 El 17D FRONT ENTRY � E log u. B.O. STAIR - - }- }- _ _ N > _ -2 SURVEY �OVIDE MOVE-EXiST1 NDOW-SYS - -REMOV EXIS I IN RETROFIT D�OOR-&"TRANSO1Vr - I 17' - 3 77/128"NEW WINDOW SYSTEM TO REPLICATE ASSEMBLY; PROVIDE NEW GLAZED METAL L ORIGINAL CONFIGURATIONS PER ORIG. DWGS, TYP - -DR & TRANSOM SYSTEM TO REPLICATE ORIGINAL _ _ GARDEN LEVEL ON - - GURATIONS PER ORIG. DWGS, TYP 12' - 10 � 2 PROPOSED - WEST ELEVATION EXISTING COPPER FLASHING & GUTTERS TO REMAIN; REFURBISH WHERE POSSIBLE REFERENCE SPECIFICATIONS FOR STONE RESTORATION, TYP _ _ROOF EXISTING COPPER FLASHING & GUTTERS TO REMAIN; - - - - ---------------- - 64' - 10" REFURBISH WHERE POSSIBLE - - - - ----- _ -- _- CEI REMOVE EXISTING WINDOW SYSTEMS&FRAMES & L G REMOVE EXISTING WINDOW AND CASING TRIM, PROVIDE NEW WINDOW SYSTEM TO REPLICATE CATALOGUE.& STORE ONSITE, REFINISH & REINSTALL ORIGINAL CONFIGURATIONS PER ORIG. DWGS, TYP IN LOCATION OF REMOVAL-TYP. REFERENCE SPECIFICATIONS FOR REFINISHING PROCEDURES. THIRD FLOOR 50' NEW CEILING-_� j _ _SECOND FLOOR , 0 LL- j _ FIRST FLOOR -- -JUT "e 0 NEW RAMP FROM ACCESSIBLE PARKING I I I N > REMOVE EXISTING RETROFIT DOOR & TRANSOM TO SECONDARY ENTRY I I I r- ASSEMBLY; PROVIDE NEW GLAZED METAL DOOR & TRANSOM SYSTEM TO REPLICATE ORIGINAL _— _ _ _ T _ __L_ J GARDEN LEVEL CONFIGURATIONS PER ORIG. DWGS, TYP 12' - 10" Lo EXISTING - - - - - - - - -G IUM FL R T - 10" 0 4' 8' 16' -FAR-OPOSE ELEVATION 1/81' = 1'-0" ARCHITECT CONSULTANT STAMP KEY PLAN SHEET TITLE - 1 13 HAWTHORNE BLVD BUILDING r ELEVATIONS a SALEM HISTORIC SCHOOLS Y N 2 -. ARCHIT ECTU RE 8/31/2018 MHC SUBMISSION "' MARK DATE DESCRIPTION N NORTH SHORE COMMUNITY DEVELOPMENT 101 SUMMER ST BOSTON MA 02110 O N COALITION, INC. PROJECT NUMBER: 218010.2 A� 2 1 N DRAWN BY: BD CHECKED BY: Checker EXISTING COPPER FLASHING & GUTTERS TO REMAIN; REFURBISH WHERE POSSIBLE ROOF CEILING 62' - 4" REMOVE EXISTING WINDOW SYSTEMS & FRAMES & PROVIDE NEW WINDOW SYSTEM TO REPLICATE ORIGINAL CONFIGURATIONS PER ORIG. DWGS, TYP THIRD FLOOR REFERENCE SPECIFICATIONS FOR STONE RESTORATION, TYP � I NEW CEILING _ 44 7314 3/ i II { _ ® ® SECOND FLOOR F RST FLOOR 0 ® FFFTO W LEEMSHE ® .. . . . . . . . . . . . I-1-- — — — — —fi- —REMOVE EXISTING WINDOW SYSTEMS & FRAMES & — — GARDEN LEVEL L I PROVIDE NEW WINDOW SYSTEM TO REPLICATE 12 - 10„ ORIGINAL CONFIGURATIONS PER ORIG. DWGS, TYP EXISTING —GYM 'UM 7' - FLO 10„R 4 PROPOSED - EAST ELEVATION EXISTING COPPER FLASHING & GUTTERS TO REMAIN; REFURBISH WHERE POSSIBLE REMOVE EXISTING WINDOW SYSTEMS & FRAMES & ROOF REFERENCE SPECIFICATIONS FOR — PROVIDE NEW WINDOW SYSTEM TO REPLICATE STONE RESTORATION, TYP ORIGINAL CONFIGURATIONS PER ORIG. DWGS, TYP EXISTING COPPER FLASHING & GUTTERS TO REMAIN; CEILING -= -- - REFURBISH WHERE POSSIBLE ,_4— — — — — — — — — — REMOVE EXISTING WINDOW SYSTEMS & FRAMES & EXISTING SLATE SHINGLE ROOF; REPAIR IN KIND PROVIDE NEW WINDOW SYSTEM TO REPLICATE ORIGINAL CONFIGURATIONS PER ORIG. DWGS, TYP REMOVE EXISTING WINDOW AND CASING TRIM, j REFERENCE SPECIFICATIONS FOR STONE CATALOGUE & STORE ONSITE, REFINISH & REINSTALL IN LOCATION F REM VAL-TYP. REFERENCE RESTORATION O O SPECIFICATIONS FOR REFINISHING PROCEDURES. rh THIRD FLOOR — — — 50 - 10" $ -500 i j - - NEW CEILING _ _ � _ �J 44' - 7 3/4" c� > I1 TTT7 - I (! SECOND FLOOR EXISTING ®J 37' - 10" P FORM LEVE_ i o il, I I , M II > - - N rh i i f � FIRST FLOOR_ _ _ FIRST FLOOR NU ' - 10" LL o i i -800Brh I > REMOVE EXISTING RETROFIT DOOR & TRANSOM I I GARDEN LEVEL_ _ _ � _ I REMOVE EXISTING RETROFIT DOOR & TRANSOM i NU 12' - 10" —ASSEMBLY; PROVIDE NEW GLAZED METAL T ► ASSEMBLY; PROVIDE NEW GLAZED METAL I I EXISTING DOOR & TRANSOM SYSTEM TO REPLICATE ORIGINAL I ( DOOR & TRANSOM SYSTEM TO REPLICATE ORIGINAL i I GYMNASIUM CONFIGURATIONS PER ORIG. DWGS, TYP I I CONFIGURATIONS PER ORIG. DWGS, TYP I I FLOOR REMOVE EXISTING WINDOW SYSTEMS & FRAMES & 7' - 10" PROVIDE NEW WINDOW SYSTEM TO REPLICATE ORIGINAL CONFIGURATIONS PER ORIG. DWGS, TYP PROPOSED- SOUTH ELEVATION 0 4 8' 16' 3 1/8" = 1'-0" ARCHITECT CONSULTANT STAMP KEY PLAN SHEET TITLE BUILDING 13 HAWTHORNE BLVD �- ELEVATIONS SALEM HISTORIC SCHOOLS . It G* ARCHITECTURE - 4 8/31/2018 MHC SUBMISSION Lo MARK DATE DESCRIPTION N NORTH SHORE COMMUNITY DEVELOPMENT 101 SUMMER ST BOSTON MA 02110 OA� 2 2 N COALITION, INC. PROJECT NUMBER: 218010.2 cq 4 DRAWN BY: BD 3 CHECKED BY: Checker EXISTING WOOD WINDOW REPLACEMENT SCOPE: -- — REMOVE ALL EXT & INT SCREENS • REMOVE ALL INFILL MATERIALS - REMOVE EXISTING WINDOW, FRAME &TRIM; CATALOGUE & STORE TRIM ONSITE COORDINATE ALL PROCEDURES PER ENVIRONMENTAL CONSULTANT �— PROVIDE NEW WINDOW SYSTEM TO REPLICATE ORIGINAL CONFIGURATIONS PER ORIG DWGS TYP REFINISH & REINSTALL EXISTING WINDOW TRIM IN LOCATION OF REMOVAL; OR MATCH EXISTING TYP ILL ETR EXTERIOR WALL (y) -- —�— — PT WD BLOCKING AS REQ'D i N T i N EXISTING STEEL LINTEL TO BE - - -- —�_ PRIMED/PAINTED, AS REQ'D T`— FILL VOIDS W/ LOW EXPANSION FOAM INSUL � NEW ALUM WINDOW SYSTEM, TYP -in I I I I I 5" 13/16" 5" 13/16" 7" NEW JAMB FLASHING BYND Lo APPLIED VERT MUNTIN BYNDTYP REUSE EXISTING WINDOW CASING OR MATCH EXISTING, r n VI� 1-=8 - IF — 11'�---0"-MO;VIF' EXTERIOR INTERIOR El -- - EXTERIOR INTERIOR REVEAL WINDOW UNIT VARIES, VIF ETR STONE SILL & BANDING; REFERENCE SPACER BAR AT APPLIED MUNTIN _ co SPECIFICATIONS FOR STONE RESTORATION, TYP. "' � NEW PTD GWB RETURN � M 4 WIND��W�EL,EVATIO_NS�, TY�P3/4" = 1' � APPLIED MUNTIN AV y, a. BRICK BEYOND , t ` , a ' ,.. t r . tR: , -' yi .. ._, , ,.: , .: .. , .... .. :: .,. v :x::4MrzY'.�.w'.. •sue , .,, ...n,+•W, NEW PTD GWB RETURN . ' INTERIOR WINDOW SCREEN �, - �,• , . ` �,- � REINSTALL EXISTING TRIM O MEETING RAIL t. MATCH EXISTING, TYP v , '.:. , ,. Q ,: 1.. p ' :x ,.w=.,, k t..r,r.•,,: .'*:aor- =ans. '+'A"aeva3`°°•�. t, i-. SPA AR APPLIED MUNTIN ED , Ca 9 x _ APPLIED MUNTIN b , ' +t - t : REINSTALL EXISTING TRIM O BRICK BEYOND MATCH EXISTING, TYP ty' E NEW JAMB FLASHING BYND s NEW GWB RETURN FILL VOIDS WITH LOW PTD F EXPANDING FOAM INSUL (NEW) g , NEW MTL SILL PAN FLASHING I INTERIOR WINDOW SCREEN r z W/ UPTURNED LEG 41 a r I NEW WD STOOL & APRON TO -- ' yPANNING - .. NEW ALUM --------- : MATCH EXISTING, TYP. t, NEW SELF ADHERED NEW PT WD BLOCKIN G, TYP s w { MEMBRANE FLASHING NEW PTD GWB TYP. k ,. ETR TONE IL S SPECS SILL, TYP, REF FOR STONE RESTORATION ,.. .m.ry .....p._rot. :.,.,fat-.,*.q:,F_-.,,...%*_..,e„_.". W.'u •.,!ERA. - ,... : .. .'. , a.. .. ........... ETR I � .. f . . E R OR WALL EXISTING CLASSROOM WINDOW TO BE REPLACED/REPLICATED- TYP VARIES VARIES E�11��ING PROPOSED 1 3r O 2 3rr = 1'-0" ARCHITECT CONSULTANT STAMP KEY PLAN SHEET TITLE WINDOW DETAILS 13 HAWTHORNE BLVD REPLACEMENT2 - SALEM HISTORIC SCHOOLS o HISTORIC APPROACH M (0) ARCHITECTURE 8/31/2018 MHC SUBMISSION MARK DATE DESCRIPTION . N NORTH SHORE COMMUNITY DEVELOPMENT 101 SUMMER ST BOSTON MA 02110 O N COALITION, INC. PROJECT NUMBER: 218010.2 c� DRAWN BY: BD CHECKED BY: Checker .. 3 EXISTING WOOD WINDOW REPLACEMENT SCOPE: REMOVE ALL EXT & INT SCREENS REMOVE ALL INFILL MATERIALS 1 4" 13 6" REMOVE EXISTING WINDOW, FRAME & TRIM; _ CATALOGUE & STORE TRIM ONSITE _ r EXISTING WOOD WINDOW RESTORATION SCOPE: > COORDINATE ALL PROCEDURES PER - --ENVIRONMENTAL CONSULTANT REMOVE EXISTING WINDOW & CASING TRIM; CATALOGUE & } k O STORE ONSITE DURING DEMOLITION • PROVIDE NEW WINDOW SYSTEM TO REPLICATE ' -- REMOVE EXISTING PAINT; COORDINATE ALL PROCEDURES 1 ORIGINAL CONFIGURATIONS PER ORIG DWGS, TYP Co - PER ENVIRONMENTAL CONSULTANT ' REFINISH & REINSTALL EXISTING WINDOW TRIM IN r— - - r Co LOCATION OF REMOVAL; OR MATCH EXISTING TYP REGLAZE c"' - - - - PROVIDE NEW HARDWARE INCLUDING POWER ASSIST _.. . . - _. 6' - 0" MO, VIF Y 4 4s.a1 '.;R ..y1P....,y^ Y .:�. '.µ •' ,4M y�r P` PAINT AND REFINISH PER SPECIFICATIONS REINSTALL IN LOCATION OF REMOVAL O PROVIDE NEW INTERIOR ENERGY STORMS �31 PLICATED WINDOW ELEVATION, TYP � � - -- CV u_ i O 5" 3/16" ETR EXT WALL - -- _ - -- -- - 0,� PT WD BLOCKING AS REQ'D EXTR STEEL LINTEL TO BE Z PRIMED/PAINTED, AS REQ'D FILL VOIDS W/ LOW EXPANSION : O C.0 _ FOAM INSUL = _ _ _ ETR STONE SILL; REFERENCE SPECIFICATIONS FOR M � M -7 T STONE RESTORATION, TYP. N / N / --- / / NEW ALUM WINDOW SYSTEM TYP / / NEW JAMB FLASHING BYND / VERT. APPLIED MUNTIN / 10-MO, V F ------ --- — i SPACER BAR : EXTERIOR —co Z_ INTERIOR EXTERIOR — INTERIOR " . - � RESTORED WINDOW ELEVATION, TYP r 3/4" = 1'-0" APPLIED MUNTIN ; VERT. APPLIED MUNTIN / a •, r / MASONRY BEYOND ' / PAINT ETR RETURN NEW JAMB FLASHING BYND FILL VOIDS W/ LOW EXPANDING FOAM INSUL INTERIOR WINDOW SCREEN _ w NEW MTL SILL PAN FLASHING . . / W/ UPTURNED LEG _ ETR STONE SILL NEW ALUM PANNING C„) NEW PT WD BLOCKING, TYP - , SAMF ---�1 SHIM AS REQ'D a , ---- _ 2 . F 1 ETR EXT WALL BASEMENT REPLACEMENT WINDOW EXISTING WOOD AUDITORIUM 3 SEC1 -0TION WINDOW TO BE RESTORED TYP 3 - ARCHITECT CONSULTANT STAMP KEY PLAN SHEET TITLE WINDOW DETAILS 13 HAWTHORNE BLVD RESTORATION - HISTORIC APPROACH °- SALEM HISTORIC SCHOOLS CoARCHITECTURELo 8/31/2018 MHC SUBMISSION M N NORTH SHORE COMMUNITY DEVELOPMENT 101 SUMMER ST BOSTON MA 02110 MARK DATE DESCRIPTION O L: N COALITION, INC. PROJECT NUMBER: 218010.2 Cq DRAWN BY: BD CHECKED BY: Checker DEMOLITION NOTES: EROSION AND SEDIMENT CONTROL NOTES: GENERAL NOTES: PROPOSED LEGEND ABBREVIATIONS 1. SITE PREPARATION AND DEMOLITION SHALL INCLUDE THOSE AREAS WITHIN THE LIMIT OF WORK LINE AS SHOWN ON 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED IN 1. TOPOGRAPHIC DATA, PROPERTY LINE INFORMATION, AND EXISTING SITE FEATURES WERE OBTAINED AB ACCESS BASIN THE CONTRACT DOCUMENTS. ACCORDANCE WITH THE LATEST EDITION OF THE "MASSACHUSETTS EROSION AND SEDIMENT CONTROL FROM A PLAN ENTITLED "SITE PLAN, 17 HAWTHORNE BOULEVARD, SALEM", PREPARED BY NORTH LIMIT OF WORK AD AREA DRAIN GUIDELINES FOR URBAN AND SUBURBAN AREAS" PREPARED BY DEPARTMENT OF ENVIRONMENTAL SHORE SURVEY CORPORATION, DATED DECEMBER 19, 2019. EXISTING UTILITY TO BE ABANDONED, BC BOTTOM OF CURB ELEVATION 2. ANY AREA OUTSIDE THE LIMIT OF WORK THAT IS DISTURBED SHALL BE RESTORED TO ITS ORIGINAL CONDITION AT NO PROTECTION, BUREAU OF RESOURCE PROTECTION, AND THE CURRENT NPDES GENERAL PERMIT FOR REMOVED AND DISPOSED IF IN CONFLICT ADDITIONAL COST TO THE OWNER. STORMWATER DISCHARGES FROM CONSTRUCTION ACTIVITIES. 2. FLOODPLAIN INFORMATION WAS OBTAINED FROM THE FLOOD INSURANCE RATE MAP (FIRM) NO. Hr7 WITH NEW SITE IMPROVEMENTS, OR AS CB CATCH BASIN 25009CO419G. THE SITE IS IN ZONE X, AN AREA DETERMINED TO BE OUTSIDE THE ANNUAL 0.2% INDICATED ON DRAWINGS CCB CAPE COD BERM 3. CONSULT ALL OF THE DRAWINGS AND SPECIFICA11ONS FOR COORDINATION REQUIREMENTS BEFORE COMMENCING 2. MEANS OF EROSION AND SEDIMENT PROTECTION AS NOTED ON THE DRAWINGS INDICATE MINIMUM ANNUAL CHANCE FLOODPLAIN. DEMOLITION. RECOMMENDED PROVISIONS. THE CONTRACTOR IS RESPONSIBLE FOR FINAL SELECTION AND 0 0 EROSION CONTROL BARRIER Cl CAST IRON PLACEMENT OF EROSION AND SEDIMENTATION CONTROLS BASED ON ACTUAL SITE CONDITIONS AND 3. THE CONTRACTOR SHALL COMPLY WITH MASSACHUSETTS GENERAL LAWS CHAPTER 82, SEC11ON 40, - x x- CONSTRUCTION FENCE CJ CONTROL JOINT 4. THE CONTRACTOR SHALL COORDINATE SITE DEMOLITION EFFORTS WITH ALL TRADES THAT MAY BE AFFECTED BY THE CONSTRUCTION CONDITIONS. ADDITIONAL MEANS OF PROTECTION SHALL BE PROVIDED BY THE AS AMENDED, WHICH STATES THAT NO ONE MAY EXCAVATE IN THE COMMONWEALTH OF WORK. CONTRACTOR AS REQUIRED FOR CONTINUED OR UNFORESEEN EROSION PROBLEMS, OR AS DIRECTED MASSACHUSETTS EXCEPT IN AN EMERGENCY WITHOUT 72 HOURS NOTICE, EXCLUSIVE OF SATURDAYS, _W DOMESTIC WATER PIPE CL CENTER LINE BY CONTROULNG MUNICIPAL AUTHORITIES, AT NO ADDITIONAL EXPENSE TO THE OWNER. SUNDAYS, AND LEGAL HOLIDAYS, TO NATURAL GAS PIPELINE COMPANIES, AND MUNICIPAL UTILITY CO CLEANOUT 5. ALL ITEMS REQUIRING REMOVAL SHALL BE REMOVED TO FULL DEPTH TO INCLUDE BASE MATERIAL AND FOOTINGS OR DEPARTMENTS THAT SUPPLY GAS, ELECTRICITY, TELEPHONE, OR CABLE TELEVISION SERVICE IN OR FP FIRE PROTECTION PIPE FOUNDATIONS AS REQUIRED TO FACILITATE CONSTRUCTION, AND LEGALLY DISPOSED OF OFFSITE BY CONTRACTOR. 3. AN EROSION CONTROL BARRIER SHALL BE INSTALLED ALONG THE EDGE OF PROPOSED DEVELOPMENT TO THE CITY OR TOWN WHERE THE EXCAVATION IS TO BE MADE. THE CONTRACTOR SHALL CALL S SANITARY SEWER PIPE COP CENTER OF PIPE AS INDICATED IN THE PLAN PRIOR TO COMMENCEMENT OF DEMOLITION OR CONSTRUCTION "DIG SAFE" AT 1-888-DIG-SAFE. D STORM DRAIN PIPE CP CARRIER PIPE 6. U11UTY PIPES DESIGNATED TO BE ABANDONED IN PLACE SHALL BE PLUGGED AT THEIR ENDS WITH WATERTIGHT BRICK OPERATIONS. MASONRY OR CEMENT MORTAR WITH A MINIMUM THICKNESS OF 8 INCHES. 4. THE CONTRACTOR SHALL COMPLY WITH MASSACHUSETTS GENERAL LAWS CHAPTER 82A, ALSO -G- GAS PIPE CPP CORRUGATED POLYETHYLENE PIPE 4. SEDIMENT CONTROL MEASURES SHALL BE ADJUSTED TO MEET FIELD CONDITIONS AT THE 11ME OF REFERRED TO AS JACKIE'S LAW, AS DETAILED IN SECTION 520 CMR 14.00 OF THE CODE OF DCB DOUBLE CATCH BASIN 7. UTILITY PIPES DESIGNATED TO BE REMOVED SHALL CONSIST OF THE COMPLETE REMOVAL AND DISPOSAL OF THE AND DURING ALL PHASES OF CONSTRUCTION AND BE CONSTRUCTED PRIOR TO AND IMMEDIATELY MASSACHUSETTS REGULATIONS. -E- ELECTRIC DUCTBANK ENTIRE LENGTH OF PIPE AND BACKFILL AND 95% COMPACTION OF THE VOID WITH ORDINARY BORROW. WHEN THE AFTER ANY GRADING OR DISTURBANCE OF EXISTING SURFACE MATERIAL ON THE SITE. -T C- TELECOM DUCTBANK DI DUCTILE IRON PIPE CEMENT LINED / VOID IS WITHIN THE FOOTPRINT OF THE NEW BUILDING, GRAVEL BORROW SHALL BE USED TO BACKFILL THE VOID. 5. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL STATE AND LOCAL LAWS RULES DMH DRAIN MANHOLE 5. AFTER ANY SIGNIFICANT RAINFALL (GREATER THAN 0.25 INCHES OF RAINFALL WITHIN 24 HOURS), REGULATIONS AND SAFETY CODES IN THE CONSTRUCTION OF ALL IMPROVEMENTS. CW- CHILLED WATER PIPE 8. UTILITY STRUCTURES DESIGNATED TO BE ABANDONED IN PLACE SHALL HAVE THEIR CAST IRON CASTINGS REMOVED SEDIMENT CONTROL STRUCTURES SHALL BE INSPECTED FOR INTEGRITY. ANY DAMAGE SHALL BE STM STEAM PIPE EHH ELECTRIC HANDHOLE AND DISPOSED, INLET AND OUTLET PIPES PLUGGED, THE BOTTOM OF THE STRUCTURES SHALL BE BROKEN, THE VOID CORRECTED IMMEDIATELY. 6. THE LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES ARE APPROXIMATE AND ALL UTILITIES EJ EXPANSION JOINT OF THE STRUCTURES SHALL BE BACKFlLLED AND COMPACTED TO 95% WITH ORDINARY BORROW OR PLOWABLE FILL, MAY NOT BE SHOWN. PRESENCE AND LOCATIONS OF ALL UTILITIES WITHIN THE LIMIT OF WORK MUST CR CONDENSATE RETURN PIPE AND THE TOP OF THE STRUCTURE SHALL BE REMOVED SO THAT IT IS AT LEAST 36 INCHES BELOW FINISH GRADE. 6. PERIODIC INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL STRUCTURES SHALL BE BE DETERMINED BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITY. THE HW HOT WATER PIPE/RETURN EMH ELECTRIC MANHOLE 9. UTILITY STRUCTURES DESIGNATED TO BE REMOVED SHALL CONSIST OF THE REMOVAL AND DISPOSAL OF CAST IRON PROVIDED TO ENSURE THAT THE INTENDED PURPOSE IS ACCOMPLISHED. THE CONTRACTOR SHALL CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING AND CONTACTING THE CONTROLLING FD FOUNDA11ON DRAIN CASTINGS, PLUGGING OF INLET AND OUTLET PIPES, REMOVAL OF THE STRUCTURE, AND BACKFILL AND 95% BE RESPONSIBLE FOR ALL SEDIMENT LEAVING THE LIMIT OF WORK. SEDIMENT CONTROL MEASURES AUTHORITIES AND/OR UTILITY COMPANIES RELATIVE TO THE LOCATIONS AND ELEVATIONS OF THEIR FIFE HHW HEATING HOT WATER SHALL BE IN WORKING CONDITION AT THE END OF EACH WORKING DAY. LINES. THE CONTRACTOR SHALL KEEP A RECORD OF ANY DISCREPANCIES OR CHANGES IN THE RW HP REUSE WATER PIPE FINISHED FLOOR ELEVATION COMPACTION OF THE VOID WITH ORDINARY BORROW. WHEN HE VOID IS WITHIN THE FOOTPRINT OF THE NEW BUILDING, LOCATIONS OF ANY UTILITIES SHOWN OR ENCOUNTERED DURING CONSTRUCTION. ANY DISCREPANCIES HP HIGH POINT GRAVEL BORROW SHALL BE USED TO BACKFlLL THE VOID. GW GREY WATER PIPE 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING SEDIMENT FROM ENTERING ANY STORM SHALL BE REPORTED TO THE OWNER AND NITSCH ENGINEERING. ANY DAMAGE RESULTING FROM THE DRAINAGE SYSTEM AND FROM BEING CONVEYED TO ANY WETLAND RESOURCE AREA, PUBLIC WAYS, FAILURE OF THE CONTRACTOR TO MAKE THESE DETERMINATIONS AND CONTACTS SHALL BE BORNE FUTURE UTILITY, SHOWN FOR HYD FIRE HYDRANT 10. ALL DEBRIS GENERATED DURING SITE PREPARATION ACTIVITIES SHALL BE LEGALLY DISPOSED OF OFFSITE. ABUTTING PROPERTY, OR OUTSIDE OF THE PROJECT LIMITS. BY THE CONTRACTOR. -X- INFORMATION ONLY INV INVERT ELEVATION 11. AT ALL LOCATIONS WHERE EXISTING CURBING, CONCRETE PAVEMENT OR BITUMINOUS CONCRETE ROADWAY ABUTS NEW 8. THE CONTRACTOR SHALL PROTECT ALL DRAINAGE SWALES AND GROUND SURFACES WITHIN THE LIMIT ® INLET PROTECTION LF LINEAR FEET CONSTRUCTION, THE EDGE OF THE EXISTING CURB OR PAVEMENT SHALL BE SAW CUT TO A CLEAN, SMOOTH EDGE. OF WORK FROM EROSIVE CONDITIONS. STRAW BALE, CRUSHED STONE OR EQUIVALENT CHECK DAMS 7. THE CONTRACTOR SHALL, THROUGHOUT CONSTRUCTION, TAKE ADEQUATE PRECAUTIONS TO PROTECT ALL WALKS, GRADING, SIDEWALKS .AND SITE DETAILS OUTSIDE OF THE LIMIT OF WORK AS DEFINED LOW LIMIT OF WORK 12. EXTEND DESIGNATED LIMIT OF WORK AS NECESSARY TO ACCOMPLISH ROUGH GRADING, EROSION CONTROL, TREE ARE TO BE PROVIDED AT A MAXIMUM OF TWO HUNDRED (200) FOOT SPACING, OR LESS AS ON THE DRAWINGS AND SHALL REPAIR AND REPLACE OR OTHERWISE MAKE GOOD AS DIRECTED BY _---_ ELEVA11ON CONTOURS LP LOW POINT PROTECTION, AND SITE WORK AS REQUIRED BY THESE DRAWINGS AND SPECIFICATIONS. SITE-SPECIFIC CONDITIONS WARRANT, WITHIN ALL DRAINAGE SWALES AND DITCHES AND AT THE ENGINEER OR OWNER'S DESIGNATED REPRESENTATIVE ANY SUCH OR OTHER DAMAGE SO UPSTREAM SIDES OF ALL DRAINAGE INLETS. CAUSED. -- MATCH UNE LW LAB WASTE 13. THE CONTRACTOR SHALL REMOVE FROM THE SITE ALL RUBBISH AND DEBRIS FOUND THEREON. STORAGE OF SUCH 9. ALL STOCK PILES SHALL BE PROTECTED AND LOCATED A MINIMUM OF 100' FROM EXISTING WETLAND 8. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR JOB SITE SAFETY AND ALL CONSTRUCTION - - CENTERLINE M&P MAINTAIN AND PROTECT MATERIALS ON THE PROJECT SITE WILL NOT BE PERMITTED. THE CONTRACTOR SHALL LEAVE THE SITE IN SAFE, RESOURCE AREAS & WITHIN THE LIMIT OF WORK. MEANS AND METHODS. CO• CLEANOUT NIC NOT IN CONTRACT CLEAN, AND LEVEL CONDITION UPON COMPLETION OF THE SITE DEMOLITION WORK. OC ON CENTER 14. REMOVE AND STOCKPILE ALL EXISTING SITE LIGHTS, BENCHES, TRASH RECEPTACLES, TRAFFIC SIGNS, GRANITE CURB, 10. ANY SEDIMENT TRACKED ONTO PAVED AREAS SHALL BE SWEPT AT THE END OF EACH WORKING 9. PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE SITE AND • ■ AREA DRAIN AND OTHER SITE IMPROVEMENTS WITHIN LIMIT OF WORK LINE UNLESS OTHERWISE NOTED. DAY. CONSTRUCTION DOCUMENTS TO DEVELOP A THOROUGH UNDERSTANDING OF THE PROJECT, INCLUDING OCS OUTLET CONTROL STRUCTURE ANY SPECIAL CONDITIONS AND CONSTRAINTS. • ■ ACCESS BASIN PD PERIMETER DRAIN 15. ALL EXISTING TREES AND SHRUBS TO REMAIN SHALL BE PROTECTED AND MAINTAINED THROUGHOUT THE TIME OF 11. ALL SEDIMENT RETAINED BY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE LEGALLY CONSTRUCTION, AS SPECIFIED AND DIRECTED BY THE LANDSCAPE ARCHITECT. DISPOSED OF OFFSITE. 10. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PROJECT SITE AND TO O DRAIN MANHOLE PERF PERFORATED VERIFY ALL CONDI110NS IN THE FIELD AND REPORT DISCREPANCIES BETWEEN PLANS AND ACTUAL PVC POLYVINYL CHLORIDE PIPE 16. BEFORE ANY TREES OR SHRUBS ARE REMOVED, THE CONTRACTOR SHALL ARRANGE A CONFERENCE ON THE SITE WITH 12. TEMPORARY DIVERSION DITCHES, PERMANENT DITCHES, CHANNELS, EMBANKMENTS, AND ANY CONDITIONS TO THE OWNER OR OWNER'S REPRESENTATION IMMEDIATELY. ® WATER QUALITY STRUCTURE THE OWNER OR OWNER'S REPRESENTATIVE TO IDENTIFY TREES AND SHRUBS THAT ARE TO BE REMOVED, AS WELL AS DENUDED SURFACE THAT WILL BE EXPOSED FOR A PERIOD OF 14 CALENDAR DAYS OR MORE SHALL R&D REMOVE AND DISPOSE THOSE WHICH ARE TO BE PROTECTED. DO NOT COMMENCE CLEARING OPERATIONS WITHOUT A CLEAR UNDERSTANDING BE CONSIDERED CRITICAL VEGETATION AREAS. THESE AREAS SHALL BE STABILIZED/PROTECTED WITH 11. THE CONTRACTOR SHALL CONDUCT ALL NECESSARY CONSTRUCTION NOTIFICAl10NS AND APPLY FOR O CATCH BASIN R&S MOVE AND STOCKPILE OF EXISTING CONDITIONS TO BE PRESERVED. APPROPRIATE EROSION CONTROL MATTING OR OTHER EROSION CONTROL METHODS. AND OBTAIN ALL NECESSARY CONSTRUCTION PERMITS. DOUBLE CATCH BASIN RD ROOF DRAIN 17. THE CONTRACTOR SHALL REMOVE FROM THE AREA OF CONSTRUCTION PAVEMENT, CONCRETE, CURBING, POLES AND 13. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS AS DIRECTED BY THE 12. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE ESTABLISHMENT AND USE OF ALL VERTICAL O RIM RIM ELEVATION FOUNDATIONS, ISLANDS, TREE BERMS AND OTHER FEATURES WITHIN THE LIMITS OF CONSTRUCTION AS REQUIRED TO PERMITTING AUTHORITY OR OWNER. AND HORIZONTAL CONSTRUCTION CONTROLS. ACCOMMODATE NEW CONSTRUCTION WHETHER SPECIFIED ON THE DRAWINGS OR NOT. O WATER QUALITY INLET SMH SEWER MANHOLE 14. THE CONTRACTOR SHALL USE TEMPORARY SEEDING, MULCHING, OR OTHER APPROVED STABILIZATION 13. ELEVATIONS REFER TO XXXX. SS SEWER SERVICE MEASURES TO PROTECT EXPOSED AREAS DURING PROLONGED CONSTRUCTION OR OTHER LAND O SEWER MANHOLE DISTURBANCE. STOCKPILES THAT WILL BE EXPOSED FOR LONGER THAN 14 DAYS SHALL BE 14. THE CONTRACTOR SHALL COMPLY WITH THE ORDER OF CONDITIONS DATED XXXX XX, XXXX AND TC TOP OF CURB ELEVATION EARTH MOVING AND GRADING NOTES: STABILIZED. ISSUED BY THE XXXX CONSERVATION COMMISSION (DEP #XXX-XXX). STMH a STEAM MANHOLE THH TELECOM HANDHOLE 1. ALL TOPSOIL ENCOUNTERED WITHIN THE WORK AREA SHALL BE STRIPPED TO ITS FULL DEPTH AND 15. THE CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ALL EROSION AND SEDIMENT CONTROLS AT 15 TMH TELECOM MANHOLE STOCKPILED FOR REUSE. EXCESS TOPSOIL SHALL BE REMOVED FROM THE SITE UNLESS OTHERWISE THE COMPLETION OF SITE CONSTRUCTION, BUT ONLY WHEN DIRECTED BY THE CITY/TOWN OF XXXX . FOR SOIL INFORMATION REFER TO GEOTECHNICAL' REPORT. TMH ❑O TELECOM MANHOLE TOP TOP OF PIPE DIRECTED BY THE OWNER. TOPSOIL PILES SHALL REMAIN SEGREGATED FROM EXCAVATED CONSERVATION AGENT. STABILIZE OR SEED BARE AREAS LEFT AFTER EROSION CONTROL REMOVAL. SUBSURFACE SOIL MATERIALS. EMH ❑O ELECTRIC MANHOLE TOD TOP OF DUCT BANK L DIRECTION. 2. GRADES WITHIN HANDICAP PARKING SPACES AND ACCESS AISLES SHALL NOT EXCEED 1.5% IN ANY TYP TYPICAL CWV H CHILLED WATER VALVE UD TYPICAUNDERDRAIN WV H WATER VALVE USD UNDERSLAB DRAIN 3. CROSS SLOPES OF ALL PEDESTRIAN WALKS SHALL NOT EXCEED 1.5%. UTILITY NOTES: VGC VERTICAL GRANITE CURB 4. RUNNING SLOPE OF ALL PEDESTRIAN WALKS SHALL NOT EXCEED 4.5%, UNLESS OTHERWISE NOTED. HYD FIRE HYDRANT WQI WATER QUALITY INLET 1. ALL UTILITY CONNECTIONS ARE SUBJECT TO THE APPROVAL OF, AND GRANTING OF PERMITS BY, THE LOCAL MUNICIPALITY. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR WQS WATER QUALITY STRUCTURE 5. THE CONTRACTOR SHALL EXERCISE CAUTION IN ALL EXCAVATION ACTIVITY DUE TO POSSIBLE TO OBTAIN ALL PERMITS AND APPROVALS RELATED TO UTILITY WORK PRIOR TO COMMENCEMENT OF CONSTRUCTION. EXISTENCE OF UNRECORDED UTILITY LINES. i WV WATER VALVE 2. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR OBtAINING ALL PERMISSIONS FOR, AND FOR CONDUCTING ALL PREPARATIONS RELATED TO, WORK AFFECTING ANY UTILITIES WITHIN 6. ALL PAVED AREAS MUST PITCH TO DRAIN AT A MINIMUM OF 1% UNLESS OTHERWISE NOTED. THE JURISDICTION OF ANY NON-MUNICIPAL U1ILITY COMPANY, INCLUDING BUT NOT LIMITED TO ELECTRIC, TELEPHONE, AND/OR GAS. THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE 7. PROVIDE POSITIVE DRAINAGE AWAY FROM FACE OF BUILDINGS AT ALL LOCAl10NS. AGENCIES, DEPARTMENTS, AND UTILITY COMPANIES, IN WRITING, AT LEAST 7 DAYS (OR PER UTILITY COMPANY REQUIREMENT) AND NOT MORE THAN 30 DAYS PRIOR TO ANY CONSTRUCTION. 8. PITCH EVENLY BETWEEN CONTOUR LINES AND BETWEEN SPOT GRADES. SPOT GRADE ELEVAITONS 3. THE CONTRACTOR SHALL MAINTAIN UTILITIES SERVICING BUILDINGS AND FACILITIES WITHIN OR OUTSIDE THE PROJECT UMIT UNLESS THE INTERRUPTION OF SERVICE IS COORDINATED WITH TAKE PRECEDENCE OVER CONTOUR LINES. THE OWNER. 9. ALL PROPOSED TOP OF CURB ELEVATIONS ARE SIX INCHES (6") ABOVE BOTTOM OF CURB 4. ALL WATER, SEWER, AND DRAIN WORK SHALL BE PERFORMED ACCORDING TO THE REQUIREMENTS AND STANDARD SPECIFICATIONS OF THE LOCAL MUNICIPALITY. ELEVATIONS UNLESS OTHERWISE NOTED. ALL PROPOSED TOP OF CAPE COD BERM ELEVATIONS ARE FOUR INCHES (4") ABOVE BOTTOM OF CURB ELEVATION UNLESS OTHERWISE NOTED. 5. GAS, TELECOMMUNICATIONS AND ELECTRIC SERVICES ARE TO BE DESIGNED BY EACH UTILITY COMPANY IN COORDINATION WITH THE MECHANICAL, ELECTRIC, AND PLUMBING CONSULTANTS. 10. THE CONTRACTOR SHALL BLEND NEW GRADING SMOOTHLY INTO EXISTING GRADING AT LIMITS OF 6. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION ACTIVITIES OF NEW UTILITIES WITH GAS, TELECOMMUNICATION AND ELECTRICAL SERVICES. GRADING. 11. WHERE NEW PAVING MEETS EXISTING PAVING, MEET LINE AND GRADE OF EXISTING PAVING WITH 7. INSTALL WATER LINES WITH A MINIMUM OF FIVE FEET OF COVER AND A MAXIMUM OF SEVEN FEET COVER FROM THE FINAL DESIGN GRADES. SMOOTH TRANSITION BETWEEN EXISTING AND NEW SURFACES. 8. MAINTAIN 10 FEET HORIZONTAL SEPARATION AND 18 INCHES VERTICAL SEPARATION (WATER OVER SEWER) BETWEEN SEWER AND WATER LINES. WHEREVER THERE IS LESS THAN 10 FEET 12. THE CONTRACTOR SHALL VERIFY EXISTING GRADES IN THE FIELD AND REPORT ANY DISCREPANCIES OF HORIZONTAL SEPARATION AND 18 INCHES OF VERTICAL SEPARATION BETWEEN A PROPOSED OR EXISTING SEWER LINE TO REMAIN AND A PROPOSED OR EXISTING WATER LINE TO REMAIN BOTH WATER MAIN AND SEWER MAIN SHALL BE CONSTRUCTED OF MECHANICAL JOINT CEMENT LINED DUCTILE IRON PIPE FOR A DISTANCE OF 10-FEET ON EITHER SIDE OF THE IMMEDIATELY TO THE ARCHITECT OR OWNER'S REPRESENTATIVE PRIOR TO STARTING WORK. CROSSING. ONE (1) FULL LENGTH OF WATER PIPE SHALL BE CENTERED OVER THE SEWER AT THE CROSSING. 13. PITCH TOPS OF ALL WALLS AT ONE-EIGHTH INCH (1/8") PER FOOT FROM BACK OF WALL TO FACE 9. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING UTILITIES EXCEPT THOSE NOTED TO BE ABANDONED AND/OR REMOVED & DISPOSED. OF WALL. 14. SURPLUS MATERIALS SHALL BE REMOVED FROM THE SITE UNLESS DIRECTED BY THE OWNER OR 10. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR TRENCHING, BACKFILLING, AND SURFACE RESTORATION FOR GAS UTILITY SYSTEMS. OWNER'S REPRESENTATIVE. REFER TO EARTHWORK SPECIFICATIONS. 11. ALL ONSITE UTILITIES SHALL BE INSTALLED UNDERGROUND UNLESS OTHERWISE NOTED. 15. ANY AREAS OUTSIDE OF THE LIMIT OF WORK THAT ARE DISTURBED SHALL BE RESTORED BY THE 12. ALL EXISTING AND PROPOSED MANHOLE FRAMES, COVERS, VALVES, CLEANOUTS, CASTINGS, ETC. SHALL BE RAISED TO FINISHED GRADE PRIOR TO FINAL GRADING AND PAVING CONTRACTOR TO THE PRE-CONSTRUCTION CONDITION/GRADE AT NO COST TO THE OWNER. CONSTRUCTION. 16. EXCAVATION REQUIRED WITHIN PROXIMITY OF EXISTING UTILITY LINES SHALL BE DONE BY HAND. 13. ALL GRATES IN WALKWAYS SHALL BE ADA COMPLIANT. CONTRACTOR SHALL REPAIR ANY DAMAGE TO EXISTING UTILITY LINES OR STRUCTURES INCURRED DURING CONSTRUCTION OPERATIONS AT NO ADDITIONAL COST TO OWNER. 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T: (617) 338-0063 > Green Infrastructure PROJECT NUMBER: 218010.2 Planning DRAWN BY: PES/BC F: (617) 338-6472 > GIs CHECKED BY: SV o co 41 NNE T CON TRUCTION NCE 0 EXIS NG FENCE N 0 T V P RIMETE ID P�QTECTIa (TYP.) ` N o I W Y o ro ri ID C STRUC bN FENCE TYP.) 0 0 6 Ln CD CONSTRUCTION FENCE (TYP.) CONNECT CONSTRUCTION ` 7N) N/ FENCE TO EXISTING FENCE ' PERIMETER / �Z PROTECTION (TYP.) ----------21•------------- O 11 _ _ 0+ o u i i t N tip ('JI NO ni X V T 11 (A m o o N �n0 y o 'C�.` CONSTRUCTION N W CONNE T CONSTRU T10N A°' °o GATE W ENCE EXISTING ENCE 19 --- `p o 00 O- c \ N / / /i /i //i//i// / / /�/i P ru � o G CONSTRUCTION N �' ro W A _ GATE o N w Z_ A J fU A Z Ln o 00 f V N 1 0 1 7: O fn 14 0 O TO 7 V N o INLET PROTECTION (TYP.) o ru ID p2 N ru ru N N V o / o (n Nr N ro O O OO %D V N 1. J �, CP CA 10 110 13 ru r a N' Q m F o �� Q. 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D Q 0 p � 14 m ro i a o SCALE:,t5'�8 /./ / Lp 1" = 10' Dx0 10 5 0 10 20 m-�0 O ¢ o m�D m II NITSCH PROJECT NO. 13928 O m z w c m ARCHITECT CONSULTANT STAMP KEY PLAN SHEET TITLE 3 SOIL EROSION AND 13 HAWTHORNE BLVD ti°F�?ssz STEVEN °y� SEDIMENTATION - � a Nitsch Engineering vEN7RsscA CIVIL CONTROL PLAN SALEM HISTORIC SCHOOLS �No.46,972 ARCHITECTURE www.nitscheng.com > Civil Engineering `8T��, , 02-13-2020 SITE PLAN REVIEW 2 Center Plaza, Suite 430 > Land Surveying MARK DATE DESCRIPTION > Transportation Engineering NORTH SHORE COMMUNITY DEVELOPMENT 101 SUMMER ST BOSTON MA 02110 Boston MA 02108 > structural Engineering � 9 g � 5 COALITION, INC. 1 (617) 338-0063 > Green Infrastructure PROJECT NUMBER: 218010.2 Planning DRAWN BY: PES/BC F: (617) 338-6472 ► GIS CHECKED BY: SV 40.7" CURB (TYP.) 2' SETBACK AREA (TYP.) 34" ---------------------- —————— ——————— —— JOINT SPACING = CONTROL JOINT NOTE: WIDTH OF SIDEWALK BROOM FINISH STRIPING OR 6' MAX. 1` SHALL B , INSTALLED r ••' :.• .'. ,. 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ANGLES TO THE •• r •` "• 12"X6" DIRECTION, AND } ALUMINUM SIGN FACING, THE v (ONLY AT VAN TRAFFIC ROADWAY SURFACE SPECIFIC SPACES) I I INTENDED TO COMPACTED SUBGRADE, REMOVE UNSUITABLE SERVE. MATERIAL & REPLACE WITH GRAVEL BORROW VAN (MDOT M1.03.0 TYPE "B") GRAVEL BORROW 1 ACCIISALE COMPACTED IN 6" LAYERS (MIN.) (MDOT M1.03.0 DIE—PUNCHED KNOCKOUT TYPE "B") ° HOLES (fig"fDIA) ° 5' ON 1" CENTERS ON ALL ° 1" (C R P CE FOUR SIDES PUNCHED, SECTION A—A CONCRETE DRIVEWAY 8' (TYP.) BUT NOT REMOVED. ` ) 17' 19, " TYPICAL DRIVEWAY WITH 3' CURB RETURN DETAIL (TYP.) (TYP.) STEEL SQ. GALVANIZED _ _ STEEL POST I— , 7'-0" NOT TO SCALE 12" DIAMETER CONCRETE PROTECTION IN PARKING I I 2'-0" AREAS OR AS DIRECTED ( I BY OWNER I I 4" GRANITE CURB FINISHED GRADE FINISH GRADE _ _ FOR MATERIALS SEE PLAN EARTH I I '�'• III PAVEMENT = I I 46 I I=I I (SEE DETAIL) 6" 6" 3000 PSI — •o , —I I GRAVEL BORROW CONCRETE -III • III= 3'-0" : ;-; FOOTING "= o ,4• ,; .. .. (MDOT M1.03. TYPE B") ACCESSIBLE PARKING DETAIL -I I 6"(MIN.) y. ,� COMPACTED SUBGRADE, REMOVE NOT TO SCALE III CONCRETE Z UNSUITABLE MATERIAL & REPLACE I I ,_ (-I BACKING v WITH GRAVEL BORROW (MDOT M1. .0III-I I —III- 1�--- i R COMPACTED3IN 66"LAYS S I'— 10"f ­1­1 1 6" SIGN POST SETTING DETAIL VERTICAL GRANITE CURB SETTING DETAIL NOT TO SCALE NOT TO SCALE (SIGN PANEL UNDER 10 SF IN AREA) NITSCH PROJECT NO. 13928 ARCHITECT CONSULTANT STAMP KEY PLAN SHEET TITLE 13 HAWTHORNE BLVD VIvi F STEVEN Ro�,� SITE DETAILS y� � e Nitsch Engineering o VENTRESCA SALEM HISTORIC SCHOOLS A 9 0 68,2 z ARCHITECTURE www.nitschong.com ► Civil Engineering ss�'8 , a ► Land Surveying 02-13-2020 SITE PLAN REVIEW Suite 430 NORTH SHORE COMMUNITY DEVELOPMENT 101 `SUMMER ST BOSTON MA 02110 2 Center Plaza, Transportation Engineering Pi MARK DATE DESCRIPTION Boston, MA 02108 > Structural Engineering I COALITION, INC. T: (617) 338-0063 ► Green Infrastructure PROJECT NUMBER: 218010.2 ► Planning F: (617) 338-6472 ► Pla Pla DRAWN BY: PES/BC GIS CHECKED BY: SV 4 FLANGE CAST IRON ADJUST TO FINISH GRADE W/ FRAME & GRATE COURSES OF MORTARED BRICK (2 COURSES MIN., 4 FINISH GRADE (TYP.) COURSES MAX.) CONCRETE COLLAR e GRAVEL BORROW a 2' OPENING •' . ;; (MDOT M1.03.0 TYPE "B") PRECAST CONCRETE _ . _ REMOVABLE CATCH BASIN HOOD FLAT SLAB --- REQUIRED ON ALL CATCH BASINS OR CONE SECTION 8" MIN. 8" x 6" TAPPING (AS REQUIRED) •° MORTAR FILL AROUND PIPE SLEEVE 4' DIAMETER MECHANICAL 6" GATE 5" MIN. OUTSIDE DIAMETER JOINT VALVE OF PIPE PLUS 2 PRECAST CONCRETE CLEARANCE 8" MAINZID RISER SECTION 1-4 (VARY FROM 1' TO 5') PLAN OUTLET PIPE BUTYL RESIN GASKET PROVIDE V OPENING FINISH MATERIAL AT ALL ' • ' PRECAST CONCRETE CATCH GRADE MANHOLE JOINTS VALVE BOX • 4' MIN. BASIN BASE SECTION TO 8" x 6" COVER SUMP CONFORM TO ASTMC-478 TAPPING (MIN.4000 PSI ® 28 DAYS) SLEEVE ADJ. BOX MECHANICAL 6" MIN. .M (2" COMPACTED GRAVEL BORROW 12" MIN. MDOT M1.03.0 TYPE "B" JOINT 1 EXTEND GRAVEL A MIN. OF 12" BEYOND STRUCTURE NEOPRENE GATE VALVE 1 � LINER 6" CONNECTOR GRATE �I (AS REQ'D.) �9i OooO DIAMETER=13.38" COMPACTED SUBGRADE, REMOVE UNSUITABLE MATERIAL & REPLACE WITH GRAVEL BORROW SECTION 5" O (MDOT M1.03.0 TYPE "B") COMPACTED IN 6" LAYERS DUCTILE IRON TAPPING SLEEVE, VALVE DOMED GRATE LIGHT DUTY TYPICAL CATCH BASIN DETAIL & BOX DETAIL, NOT TO SCALE NOT TO SCALE DOMED GRATE FINISH GRADE LANDSCAPED AREAS ROADS ROAD SHOULDERS, PARKING CROSS COUNTRY STREET AREAS, DRIVEWAYS, WALKWAYS \/\ FRAME & GRATE/COVER / / / FINISH GRADE RIM TO GRADE 6" LOAM \/ i BIT. CONC. PVMT. OR PATCH MORTAR (TYP.) RIM =. SEE PAVEMENT O\ " O (SEE MATERIAL SPECS.) EXISTING FULL CEMENT CE ENT MORTAR BED E TO BE SET IN AND SEED SECTION DETAIL �\ ° 12 /\ LPAVEMENT \ MIN. \ O FINISH GRADE ADJUST TO FINISH GRADE WITH J LOAM & SEED SAWCUT "MIN. COURSES OF MORTARED BRICK SEE PLANS FOR PIPE U° (SEE MAT. SPECS) �o�oogoogoOgo 000 7 (2 COURSES—MIN., SIZES AND INVERTS " 4 COURSES-MAX.) SHEETING (IF REQUIRED) TO BE 00 00 00 00 00 0 0 GRAVEL BORROW �--- 24 ----� CUT OFF AND LEFT IN PLACE I (MDOT M1.03.0 A MIN. OF 3 FT. BELOW "TYPE B") �O�O�O O�O�O�O�O�O SUITABLE COMPACT IN 12" PVC FINISH GRADE OR 1.5 FT. 0 O 0 O O 0 0 O O 0 *4 BANK RUN GRAVEL ° DRAIN BASIN ABOVE TOP OF PIPE 12"MIN BATERILL 12" LAYERS 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 5'-0" MIN. (WHICH EVER IS HIGHER) MATERIAL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7'-0" MAX. AND/OR SUITABLE ° MATERIAL FROM THE 24" �� DRAIN OR SEWER 00000000000000000� EXCAVATION COMPACTED COMPACTED GRAVEL BORROW SUMP �i O O O O O O O O IN 12" LIFTS " " MTW PIPE (SEE MATERIAL O O 0 0 O 0 0 O O (MDOT M1.03.0 TYPE B ) v ��' SPECS.) 9'-0" ' ' 000000000000000000 0. ° GRAVEL BORROW O O O O O O O O O " CLOSED BOTTOM . � � --COMPACTED TO 95% O O O O O O O O O 30 COMPACT IN ��i�� 0 0 0 0 0 0 0 0 0 12" MIN. 6" LAYERS + ` MAX. DENSITY (MDOT 0 0 O 0 0 0 0 0 0 O O O O O O O O O GEOTEXTILE 12" 12" ° M1.03.0 "TYPE B") 000000000000000000 FILTER FABRIC -�— MIN. 000000000000000000 18" =� � �_� ( �� � � 11ElI I_� � �_� I �_ \ MID DIAMETER MIN. '' ' ' ' SAND AROUND PIPE I I=1I I=1I1=1I =1 ) I=1 I I=1I I=1I I o , � 7 4" 1 j" CRUSHED STONE •• • COMPACTED IN 6 LIFTS COMPACTED SUBGRADE, REMOVE UNSUITABLE � ���� �����\��\\T� MDOT M2.01.1 MATERIAL & REPLACE WITH GRAVEL BORROW (MDOT WHERE NECESSARY COMPACTED SUBBASE ( ) M1.03.0 TYPE "B") COMPACTED IN 6" LAYERS UNSUITABLE MATERIAL EARTH LEDGE 12" VIEW TO BE REMOVED & 8' DIAMETER SECTION MTW=MAXIMUM TRENCH WIDTH TO 12" . • DUCTILE IRON CLASS 52 REPLACED WITH J ABOVE PIPE. MTW=PIPE DIAM.+2FT. MAX. L WATER PIPE NOTES: GRAVEL BORROW PLACED 12" 1. FRAME AND GRATE SHALL BE DUCTILE IRON CONFORMING TO ASTM A536 GRADE 70-50-05. IN 6" LAYERS AND MIN. 2. 12" AREA DRAINS SHALL BE NYLOPLAST MODEL 2812 AS MANUFACTURED BY ADVANCED COMPACTED TO 95% MAX. 1 O NO BOTTOM ' DRAINAGE SYSTEMS, INC., OR APPROVED EQUAL. DENSITY 3. AREA DRAINS SHALL BE CUSTOM MANUFACTURED ACCORDING TO THE PLANS AND DETAIL. 2. CONCRETE MINIMUM STRENGTH: 5,000 P.S.I. AFTER 28 DAYS 4. CASTINGS SHALL BE FURNISHED WITH A BLACK PAINT. 3. STEEL REINFORCEMENT. ASTM A-615, A-185, OR A-497, 1" MIN. COVER 5. SEE PLANS FOR LAYOUT AND ELEVATIONS OF DRAIN PIPES TO AREA DRAINS. 4. DESIGN LOADING: AASHTO HS20-44 WATER TRENCH DETAIL 12" AREA DRAIN DETAIL STANDARD TRENCH DETAIL FOR UTILITY PIPE 8 FOOT DIAMETER DRY WELL DETAIL NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NITSCH PROJECT NO. 13928 ARCHITECT CONSULTANT STAMP KEY PLAN SHEET TITLE 13. UTILITY AND 13 HAWTHORNE BLVD �ZNOFPS ��, ���� STEVEN STORMWATER •° �G • = VENTRESCA m a Nitsch Engineering U No 6 DETAILS SALEM HISTORIC SCHOOLS 9 872 STEF �, ARCHITECTURE www.nitscheng.com ► Civil Engineering ss - 02-13-2020 SITE PLAN REVIEW 2 Center Plaza, Suite 430 Land Surveying MARK DATE F DESCRIPTION 101 SUMMER ST B OSTO N MA 02110 Transportation Engineering (il NORTH SHORE COMMUNITY DEVELOPMENT Boston, MA 02108 ► Structural Engineering COALITION, INC. T: (617) 338-0063 Green Infrastructure PROJECT NUMBER: 218010.2 Planning DRAWN BY: PES/BC F: (617) 338-6472 • GIs CHECKED BY: SV STORMTECH CHAMBER STORMTECH CHAMBER •'x;'T� •`• •"•`•" � ''`•'` °•^�'"��"' DO NOT INSTALL STORMTECH END CAP ;;_ : _� �::;:;... ;.,;v�-<;: INSERTA-TEE AT SPECIFICATIONS " .. --� ...+.. :r.• r, A:,...;,,v}4 OUTLET MANIFOLD ,.+= •s;t ti`'yr`ra:i': ry:Yva�.t;':r'- A CHAMBER JOINTS 1. CHAMBERS SHALL BE STORMTECH SC-740 OR SG310. COVER ENTIRE ISOLATOR ROW WITH ADS OPTIONAL INSPECTION PORT STORMTECH CHAMBER 2. CHAMBERS SHALL BE MANUFACTURED FROM VIRGIN GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE SC-740 CHAMBER POLYPROPYLENE OR POLYETHYLENE RESINS. 8'(2.4 m)MIN WIDE I CONVEYANCE PIPE STORMTECH HIGHLY RECOMMENDS MATERIAL MAY VARY 10 3. CHAMBER ROWS SHALL PROVIDE CONTINUOUS, FOUNDATION STONE FLEXSTORM PURE INSERTS IN ANY UPSTREAM ,; (PVC,HDPE,ETC.) BENEATH CHAMBERS STRUCTURES WITH OPEN GRATES UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL o �. •�tyy< - � •�:i •.;:. ' n '� .,q SUPPORT PANELS THAT WOULD IMPEDE FLOW OR LIMIT * a+ ' . �i R alpvun I a + "+k'° n ros na° na '` Fn�•/t .t ACCESS FOR INSPECTION. a , a �, w a an n n °•�� y� 3! .t 6 tt a that�,vt t t�jrt•��aatrtY _ " 111010 4. THE STRUCTURAL DESIGN OF THE CHAMBERS,THE ELEVATED BYPASS MANIFOLD ,�yy ' -t -ty-rt�-rt -tip-t -t-t R ► , ��q, i . a n+ asn any + ,u e r , a"+C°INllw, alw,li e a 1R SC-740 END CAP A STRUCTURAL BACKFILL,AND THE INSTALLATION ; ». 1* -z%t t t' t g t t t t t t t t SECTION A-A A. a r' ' u.' n w� ''- a w � a nau�alaaal,.alai t� ADS GEOSYNTHETICS 601T REQUIREMENTS SHALL ENSURE THAT THE LOAD t Z� to t t S t t-t t t ! a' � INSERTA TEE NON-WOVEN GEOTEXTILE DUAL WALL FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE ' ` .y ,. a.. CONNECTION (X) INSERTA TEE TO BE PERFORATED DESIGN SPECIFICATIONS,SECTION 12.12,ARE MET FOR: INSTALLED,CENTERED HDPE 1)LONG-DURATION DEAD LOADS AND 2) PLACE ADS GEOSYNTHETICS 315 WOVEN OVER CORRUGATION STORMTECH END CAP UNDERDRAIN SHORT-DURATION LIVE LOADS,BASED ON THE AASHTO DESIGN TRUCK WITH CONSIDERATION FOR IMPACT AND GEOT OVER(CENTERED ON INSERTA-TEE MULTIPLE VEHICLE PRESENCES. � INLET)OVER BEDDING STONE FOR SCOUR SECTION A-A SIDE VIEW PROTECTION AT SIDE INLET CONNECTIONS. B B GEOTEXTILE MUST EXTEND 6"(150 mm) 5. CHAMBERS SHALL MEET ASTM F2922(POLYETHYLENE) PAST CHAMBER FOOT J OR ASTM F2418-16(POLYPROPYLENE),"STANDARD SUMP DEPTH TBD BY CATCH BASIN CHAMBER MAX DIAMETER OF HEIGHT FROM BASE OF SPECIFICATION FOR THERMOPLASTIC CORRUGATED SITE DESIGN ENGINEER INSERTA TEE CHAMBER(X) FOUNDATION STONE WALL STORMWATER COLLECTION CHAMBERS". (24"[600 mm]MIN RECOMMENDED) OR MANHOLE SC-310 6"(150 mm) 4"(100 mm) A BENEATH CHAMBERS 24"(600 mm)HDPE ACCESS PIPE REQUIRED 6. CHAMBERS SHALL DESIGNED AND ALLOWABLE USE FACTORY PRE-FABRICATED END CAP GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS DC-780 10"(250 mm) 4"(100 mm) LOADS DETERMINEDD I TWO LAYERS OF ADS GEOSYNTHETICS 315WTK WOVEN SC-740 10"(250 mm) 4"(100 mm) N ACCORDANCE WITH ASTM F2787, PART#:SC740EPE24B 5'(1.5 m)MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS A ADS GEOSYNTHETICS 601T "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF MG3500 12"(300 mm) 6"(150 mm) NON-WOVEN GEOTEXTILE THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". NOTE: MC-4500 12"(300 mm) 8"(200 mm) PART NUMBERS WILL VARY BASED ON INLET PIPE MATERIALS. INSERTA TEE FITTINGS AVAILABLE FOR SDR 26,SDR 35,SCH 401PS NUMBER AND SIZE OF C-310UND & RAINS PER SITE DESIGN ENGINEER SECTION B-B 7. ONLY CHAMBERS THAT ARE APPROVED BY THE SITE CONTACT STORMTECH FOR MORE INFORMATION. GASKETED&SOLVENT WELD,N-12,HP STORM,C-900 OR DUCTILE IRON 4"(150 mm)TYP FOR SG310&C-780, P SYSTEMS DESIGN ENGINEER WILL BE ALLOWED.THE CHAMBER 6"(150 mm)TYP FOR SC-740,DG780,MC-3500&MC-4500 SYSTEMS MANUFACTURER SHALL SUBMIT THE FOLLOWING UPON v / / / ✓ /REQUEST TO THE SITE DESIGNENGINEER FOR r� / ✓''./� //. / / ✓ ,� / /' � s s ,+ APPROVAL BEFORE DELIVERING CHAMBERS TO THE ✓ , ,✓• � ✓'! ✓ �. O v r .r � r O r � r s' ✓,✓ ,/ /' O f O ✓. r' D A , PROJECT SITE. O O ,O O O O O ./'O O O ✓ , 00 ..�O , 8. A STRUCTURAL EVALUATION SEALED BY A REGISTERED PROFESSIONAL ENGINEER THAT DEMONSTRATES THAT THE SAFETY FACTORS ARE GREATER THAN OR EQUAL TO 1.95 FOR DEAD LOAD AND 1.75 FOR LIVE LOAD,THE MINIMUM ACCEPTABLE FILL MATERIALS: STORMTECH SC-740 CHAMBER SYSTEMS REQUIRED BY ASTM F2787 AND BY AASHTO FOR CONCRETE COLLAR 18"(450 mm)MIN WIDTH THERMOPLASTIC PIPE. 90.7"(2304 mm)ACTUAL LENGTH 85.4"(2169 mm)INSTALLED LENGTH PAVEMENT CONCRETE COLLAR NOT REQUIRED AASHTO MATERIAL COMPACTION /DENSITY b. A STRUCTURAL EVALUATION SEALED BY A a BUILD ROW IN THIS DIRECTION FOR UNPAVED APPLICATIONS MATERIAL LOCATION DESCRIPTION REGISTERED PROFESSIONAL ENGINEER THAT CLASSIFICATIONS REQUIREMENT DEMONSTRATES THAT THE LOAD FACTORS 12"(300 mm)NYLOPLAST INLINE DRAIN FINAL FILL:FILL MATERIAL FOR LAYER'D'STARTS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN . , BODY W/SOLID HINGED COVER OR GRATE FROM THE TOP OF THE'C'LAYER TO THE BOTTOM ANY SOIL/ROCK MATERIALS,NATIVE SOILS,OR PER PREPARE PER SITE DESIGN ENGINEER'S PLANS. SPECIFICATIONS,SECTION 12.12,ARE MET.THE 50 `' a+: s• PART#2712AG61P* D OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED ENGINEER'S PLANS.CHECK PLANS FOR PAVEMENT NIA PAVED INSTALLATIONS MAY HAVE STRINGENT YEAR CREEP MODULUS DATA SPECIFIED IN ASTM SOLID COVER:1299CGC" F2418 OR ASTM F2922 MUST BE USED AS PART OF .� %' `�=�:� �d. GRATE:1299CGS GRADE ABOVE.NOTE THAT PAVEMENT SUBBASE SUBGRADE REQUIREMENTS. MATERIAL AND PREPARATION REQUIREMENTS. MAY BE PART OF THE'D'LAYER THE AASHTO STRUCTURAL EVALUATION TO START END CONCRETE SLAB IZ � I BEGIN COMPACTIONS AFTER 12"(300 mm)OF VERIFY LONG-TERM PERFORMANCE. 8"(200 mm)MIN THICKNESS --',ik�'' f`�` AASHTO M145' MATERIAL OVER THE CHAMBERS IS REACHED. , A-1,A-2-4,A-3 COMPACT ADDITIONAL LAYERS IN 6"(150 mm)MAX C. STRUCTURAL CROSS SECTION DETAIL ON WHICH :¢ INITIAL FILL:FILL MATERIAL FOR LAYER C' GRANULAR WELL-GRADED SOIUAGGREGATE MIXTURES,<35/o 0 THE STRUCTURAL EVALUATION IS BASED. STARTS FROM THE TOP OF THE EMBEDMENT FINES OR PROCESSED AGGREGATE. LIFTS TO A MIN.95/o PROCTOR DENSITY FOR OVERLAP NEXT CHAMBER HERE C STONE('B'LAYER)TO 18"(450 mm)ABOVE THE OR WELL GRADED MATERIAL AND 95%RELATIVE 8. CHAMBERS AND END CAPS SHALL BE PRODUCED AT AN (OVER SMALL CORRUGATION) FLEXSTORM CATCH IT 6"(150 mm)SDR35 PIPE TOP OF THE CHAMBER.NOTE THAT PAVEMENT MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU AASHTO M43' DENSITY FOR PROCESSED AGGREGATE ISO 9001 CERTIFIED MANUFACTURING FACILITY. PART#6212NYFX SUBBASE MAY BE A PART OF THE'C'LAYER. OF THIS LAYER. 3,357,4,467,5,56,57,6,67,68,7,78,8,89, MATERIALS.ROLLER GROSS VEHICLE WEIGHT WITH USE OF OPEN GRATE SC-740 CHAMBER 9,10 NOT TO EXCEED 12,000 Ibs(53 kN).DYNAMIC FORCE NOT TO EXCEED 20,000 Ibs(89 kN). 6"(150 mm)INSERTA TEE EMBEDMENT STONE:FILL SURROUNDING THE PART#6P26FBSTIP* B CHAMBERS FROM THE FOUNDATION STONE('A' CLEAN,CRUSHED,ANGULAR STONE AASHTO M43' NO COMPACTION REQUIRED. INSERTA TEE TO BE CENTERED ON LAYER)TO THE'C'LAYER ABOVE. 3,357,4,467,5,56,57 CORRUGATION CREST "THE PART#2712AG61PKIT CAN BE FOUNDATION STONE:FILL BELOW CHAMBERS AASHTO M43' PLATE COMPACT OR ROLL TO ACHIEVE A FLAT 29.3" 30.0" USED TO ORDER ALL NECESSARY A FROM THE SUBGRADE UP TO THE FOOT(BOTTOM) CLEAN,CRUSHED,ANGULAR STONE 3,357,4,467,5,56,57 SURFACE 2.3 (744 mm) (762 mm) COMPONENTS FOR A SOLID LID OF THE CHAMBER. INSPECTION PORT INSTALLATION PLEASE NOTE: 1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY.THE STONE MUST ALSO BE CLEAN,CRUSHED,ANGULAR.FOR EXAMPLE,A SPECIFICATION FOR#4 STONE WOULD STATE:"CLEAN,CRUSHED, I` ANGULAR NO.4(AASHTO M43)STONE". (310 mm) f 45.9"(1166 mm) --I (1295 mm) 2. STORMTECH COMPACTION REQUIREMENTS ARE MET FOR LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 6"(150 mm)(MAX)LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR. 3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION,FOR STANDARD DESIGN LOAD CONDITIONS,A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT.FOR SPECIAL LOAD DESIGNS,CONTACT STORMTECH FOR COMPACTION REQUIREMENTS. NOMINAL CHAMBER SPECIFICATIONS SIZE(W X H X INSTALLED LENGTH) 51.0"X 30.0"X 85.4" 1295 mm X 762 mm X 2169 mm -r - ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL ( ) ,/l//1f�//l� </f r{r.rls/!,r/✓/i✓v>✓✓/v/✓ ✓ / /!//J/,✓//!✓ J,< /�r ' AROUND CLEAN,CRUSHED,ANGULAR STONE IN A&B LAYERS CHAMBER STORAGE 45.9 CUBIC FEET 1.30 m ��''' ( ') ,//v.' ��� 1 • � � ✓p d r '� �` �: , PAVEMENT LAYER(DESIGNED it,�✓ f= ,' /, r !' Wit,✓r ����/,� r p ,%r. {. MINIMUM INSTALLED STORAGE' 74.0 CUBIC FEET (33.6 m') q. 0a / P G! ,1�1�'/O R', v® O BY SITE DESIGN ENGINEER) I WEIGHT 75.0 Ibs. (33.6 kg) v0,�,�,/'l�s`/�// /�f/�r���s''����� /����v/!�1i'✓'�O,�i'`/���.l�r������ 1�.'��,/®�,l/�� .. 1 *ASSUMES 6"(152 mm)STONE ABOVE,BELOW,AND BETWEEN CHAMBERS --� A A �\\\�\. \\� D �� �\ 40BOTTOMOF FLEXIBLE PAVEMENT.FOR UNPAVED �l g• I PERIMETER STONE �>� \��\ F�+. 1, \ 1, . INSPECTION 8L MAINTENANCE (SEE NOTES) '. 1�111Q1A>'\\1R y�� ' icwtx��'�f ''-p� ' ` ��'� � ��"�`` < INSTALLATIONSWF+ERERUTfINGFROMVEHICLESMAYOCCUR 18" 2.4m !/.II} / 11/(IU�If //. �/'IF� �1jI�i%111j"/ U.I ..... fl b�l �_hpv ll //I �', T�II% :.11 / .�^ INCREASE COVE Oya�•(roo�)• v_. v--. �:4 (450 mm)MIN* (MAX) I STEP 1) INSPECT ISOLATOR ROW FOR SEDIMENT 6"(150 mm)MIN 1 A. INSPECTION PORTS(IF PRESENT) A.I. REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN EXCAVATION WALL B A.2. REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED (CAN BE SLOPED OR VERTICAL) © 30" PRE-FAB STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH"B" A.3. USING A FLASHLIGHT AND STADIA ROD,MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG (762 mm) PRE-FAB STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH"r C A.4. LOWER A CAMERA INTO ISOLATOR ROW FOR VISUAL INSPECTION OF SEDIMENT LEVELS(OPTIONAL) PRE-CORED END CAPS END WITH"PC" A.5. IF SEDIMENT IS AT,OR ABOVE,3"(80 mm)PROCEED TO STEP 2.IF NOT,PROCEED TO STEP 3. PART# STUB A g C B. ALL ISOLATOR ROWS A B.1. REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW SC740EPE06T/SC740EPE06TPC " 18.5"(470 mm) — B.2. USING A FLASHLIGHT,INSPECT DOWN THE ISOLATOR ROW THROUGH OUTLET PIPE 6 (150 mm) 10.9"(277 mm) DEPTH OF STONE TO BE DETERMINED SC740EPE06B/SC740EPE06BPC — 0.5"(13 mm) I) MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRY ii FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE BY SITE DESIGN ENGINEER 6"(150 mm)MIN SC740EPE08T/SC740EPE08TPC g-(200 mm) 12.2"(310 mm) 16.5"(419 mm) — SG740 END CAP 6" B.3. IF SEDIMENT IS AT,OR ABOVE,3"(80 mm)PROCEED TO STEP 2.IF NOT,PROCEED TO STEP 3. 12"(300 mm)MIN 51"(1295 mm) 12"(300 mm)MIN SC740EPE08B/SC740EPE08BPC — 0.6"(15 mm) SUBGRADE SOILS (150 mm)MIN SC740EPE10T/SC740EPE10TPC " 14.5"(368 mm) — STEP 2 CLEAN OUT ISOLATOR ROW USING THE JETVAC PROCESS (SEE NOTE 4) SC740EPE10B/SC740EPEIOBPC 10"(250 mm) 13.4 (340 mm) )— 0.7"(18 mm) A. A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45"(1.1 m)OR MORE IS PREFERRED NOTES: SC740EPE12T/SC740EPE12TPC 12" 12.5"(318 mm) — B. APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN SC740EPE12B/SC740EPE12BPC (300 mm) 14.7"(373 mm) — 1.2"(30 mm) C. VACUUM STRUCTURE SUMP AS REQUIRED 1. SC-740 CHAMBERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F2418"STANDARD SPECIFICATION FOR POLYPROPYLENE(PP)CORRUGATED WALL STORMWATER COLLECTION CHAMBERS", SC740EPE15T/SC740EPE15TPC 15"(375 mm) 18.4"(467 mm) 9.0"(229 mm) — STEP 3) REPLACE ALL COVERS GRATES FILTERS,AND LIDS;RECORD OBSERVATIONS AND ACTIONS. OR ASTM F2922"STANDARD SPECIFICATION FOR POLYETHYLENE(PE)CORRUGATED WALL STORMWATER COLLECTION CHAMBERS"- SC740EPE15B/SC740EPE15BPC — 1.3"(33 mm) , , 2. SC-740 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787"STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION SC740EPE18T/SC740EPE18TPC 18"(450 mm) 19.7"(500 mm) 5.0"(127 mm) — STEP 4) INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM. CHAMBERS". SC740EPE18B/SC740EPE18BPC — 1.6"(41 mm) SC740EPE24B* 24"(600 mm) 18.5"(470 mm) — 0.1"(3 mm) 3. "ACCEPTABLE FILL MATERIALS"TABLE ABOVE PROVIDES MATERIAL LOCATIONS,DESCRIPTIONS,GRADATIONS,AND COMPACTION REQUIREMENTS FOR FOUNDATION,EMBEDMENT,AND FILL ALL STUBS,EXCEPT FOR THE SC740EPE24B ARE PLACED AT BOTTOM OF END CAP SUCH THAT THE OUTSIDE DIAMETER OF NOTES MATERIALS. THE STUB IS FLUSH WITH THE BOTTOM OF THE END CAP.FOR ADDITIONAL INFORMATION CONTACT STORMTECH AT 1-888-892-2694. 1. INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION.ADJUST THE INSPECTION INTERVAL BASED ON 4. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE(ALLOWABLE BEARING CAPACITY)OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE PREVIOUS OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS. WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. FOR THE SC740EPE24B THE 24"(600 mm)STUB LIES BELOW THE BOTTOM OF THE END CAP APPROXIMATELY 1.75"(44 mm). 5. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. BACKFILL MATERIAL SHOULD BE REMOVED FROM BELOW THE N-12 STUB SO THAT THE FITTING SITS LEVEL. 2. CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY. NOTE:ALL DIMENSIONS ARE NOMINAL 6. ONCE LAYER'C'IS PLACED,ANY SOIL/MATERIAL CAN BE PLACED IN LAYER'D'UP TO THE FINISHED GRADE.MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER'C'OR'D'AT THE SITE DESIGN ENGINEER'S DISCRETION. IMPORTANT - NOTES FOR THE BIDDING AND INSTALLATION OF THE SC-310/SC-740 SYSTEM 1. STORMTECH SC-310&SC-740 CHAMBERS SHALL NOT BE INSTALLED UNTIL THE MANUFACTURER'S REPRESENTATIVE HAS „ ✓ r / ! yy / J - / ✓ O:, Y.J -,✓.. s rrf.:...../, .,r,._r..., .. v- Jr r ,✓ r .,,. r.,)/. Y ♦ / J, t v, _ , ,✓ / t ✓. r•' r fr. ./'r r. � PPRE-CONSTRUCTION MEETING WITH THE INST L S. �COM LETED A Jr °'✓ : //'r/ !f / F' / ar � / O r r /� l , .O . � � O rf / O O O00 r 0 c Os o E T T NI AL SPE�CI .CATIONS. O 740 EC C ,O SC H , _ 1 O_ Or .. ACCORDANCE WITH THE"STORMTECH SC�10/SG740/DC 780 O O 2 ✓r v O CHAMBERS HALL BE INSTALLED IN ACCOR C H STO,- O ST RMTECH SC 310&SC 740 CHA S S O 2 O r'' r O>� , O r !O O,� .J r a o ✓ a v �' d f •av ✓ O!Y, s f r v/ r� ,r.,, r .•. .r n- ./ , , r {�.✓ ✓ � O., , , ✓ ,�,�,� . O>O./..,r',., , ✓,s. f ,/!r'",/"✓..✓,'"{',�,�,!'�'♦!!','.✓.✓r,'r,,,�.�✓ff,>r''.,r,�'�",•f:r.>/,,..,�r'�✓/i1r/,✓✓'�f�/��,°/r' ,.00 _. ,/ ./. ,✓> .� CONSTRUCTION GUIDE'. 3. CHAMBERS ARE NOT TO BE BACKFILLED WITH A DOZER OR AN EXCAVATOR SITUATED OVER THE CHAMBERS. NOTES FOR CONSTRUCTION EQUIPMENT STORMTECH RECOMMENDS 3 BACKFILL METHODS: • STONESHOOTER LOCATED OFF THE CHAMBER BED. 1. STORMTECH SC-310&SC-740 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE"STORMTECH SC-310/SC-740/DC-780 • BACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON THE FOUNDATION STONE OR SUBGRADE. CONSTRUCTION GUIDE". • BACKFILL FROM OUTSIDE THE EXCAVATION USING A LONG BOOM HOE OR EXCAVATOR. 2. THE USE OF CONSTRUCTION EQUIPMENT OVER SC-310&SC-740 CHAMBERS IS LIMITED: 4. THE FOUNDATION STONE SHALL BE LEVELED AND COMPACTED PRIOR TO PLACING CHAMBERS. • NO EQUIPMENT IS ALLOWED ON BARE CHAMBERS. • NO RUBBER TIRED LOADERS,DUMP TRUCKS,OR EXCAVATORS ARE ALLOWED UNTIL PROPER FILL DEPTHS ARE REACHED IN 5. JOINTS BETWEEN CHAMBERS SHALL BE PROPERLY SEATED PRIOR TO PLACING STONE. ACCORDANCE WITH THE"STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE". • WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT CAN BE FOUND IN THE"STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION 6. MAINTAIN MINIMUM-6"(150 mm)SPACING BETWEEN THE CHAMBER ROWS. GUIDE% 7. EMBEDMENT STONE SURROUNDING CHAMBERS MUST BE A CLEAN,CRUSHED,ANGULAR STONE 3/4-2"(20-50 mm). 3. FULL 36"(900 mm)OF STABILIZED COVER MATERIALS OVER THE CHAMBERS IS REQUIRED FOR DUMP TRUCK TRAVEL OR DUMPING. 8. THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH CHAMBER FOUNDATION MATERIALS BEARING CAPACITIES TO THE USE OF A DOZER TO PUSH EMBEDMENT STONE BETWEEN THE ROWS OF CHAMBERS MAY CAUSE DAMAGE TO THE CHAMBERS AND IS SITE DESIGN ENGINEER. NOT AN ACCEPTABLE BACKFILL METHOD.ANY CHAMBERS DAMAGED BY THE"DUMP AND PUSH"METHOD ARE NOT COVERED UNDER THE STORMTECH STANDARD WARRANTY. 9. ADS RECOMMENDS THE USE OF"FLEXSTORM CATCH IT"INSERTS DURING CONSTRUCTION FOR ALL INLETS TO PROTECT THE SUBSURFACE STORMWATER MANAGEMENT SYSTEM FROM CONSTRUCTION SITE RUNOFF. CONTACT STORMTECH AT 1-888-892-2694 WITH ANY QUESTIONS ON INSTALLATION REQUIREMENTS OR WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT. NITSCH PROJECT NO. 13928 ARCHITECT CONSULTANT STAMP KEY PLAN SHEET TITLE VZNOFp tiO STORMWATER 13 HAWTHORNE BLVD Fp��� V. STEVEN :ts DETAILS • 1 VENTRESCA m e Nitsc EngineeringCIVIL SALEM HISTORIC SCHOOLS No.46872 OrsTER �?. ' ARCHITECTURE www.nitscheng.com ► Civil Engineering s,�, , � � ; 02-13-2020 SITE PLAN REVIEW 2 Center Plaza, Suite 430 ► Land Surveying MARK DATE DESCRIPTION NORTH SHORE COMMUNITY DEVELOPMENT 101 SUMMER ST BOSTON MA 02110 ► Transportation Engineering pil Boston, MA 02108 ► Structural Engineering COALITION, INC. T: (617) 338-0063 ► Green Infrastructure PROJECT NUMBER: 218010.2 ► Planning DRAWN BY: PES/BC F: (617) 338-6472 • GIS CHECKED BY: SV 3" BARK MULCH FINISHED GRADE EXISTING SOIL DEPTH VARIES SECTION GROUNDCOVER PLANTS TO BE TRIANGULARLY SPACED. BARK MULCH -i.{ •:,.tA.:;yry :..,.:# :-�::t. `�.:. '` `•;::�=•`':='=' '... PAVEMENT �:!r.:[..r-:r..r.:•..r.'. ..r.::.•fir.::..r.i:..w.r r::..w.:,..r.'.•�.w.:.• �.•1yi.•l.;i.tti�•lYi.•it,�•i'•:i'1'.:i''l,�•i'1•:i•'J'':i•'1•;� i-.1•'F�,'l:: #y'•i•;{'y.'•i:+:',l•;t�.•i•;{�..,.;#y. `ay,'.•i.,{�,a.•y;{�-. .:i:s.�a''• i*'«'...... t '••i:t�,.,:t�.'•i:t',.i:#:'.:l•.#�.'••i•. .;-�:ty;'•i:#�:l.tj;.i -:'i+tj;'`i, i�::•.:i' .:i! .:i'.:•.:i� .:i!.,!•:i «'.:i:'«::i�' .:i:' .:i�:.:`yy:is::i:•'::•:i�:. �1.. 6" MIN. PLAN NOTES: 1. SEE PLANTING SCHEDULE FOR GROUNDCOVER SPECIES, SIZE AND SPACING DIMENSION. 2. SMALL ROOTS (1.4" OR LESS) THAT GROW AROUND, UP, OR DOWN THE ROOT BALL PERIPHERY SHOULD BE CONSIDERED A NORMAL CONDITION IN CONTAINER PRODUCTION AND ARE ACCEPTABLE HOWEVER THEY SHOULD BE ELIMINATED AT THE T1ME OF PLANTING. ROOFS ON THE PERIPHERY CAN BE REMOVED AT THE TIME OF PLANTING. 3. SETTLE SOIL AROUND ROOT BALL OF EACH GROUNDCOVER PRIOR TO MULCHING. TYPICAL GROUNDCOVER NOT TO SCALE NOTE: SHRUB SHALL BEAR SAME 3" BARK MULCH IN SAUCER RELATIONSHIP TO FINISH GRADE AS IT BORE TO NURSERY OR FIELD GRADE '� PLANT SAUCER, 6" CONTINUOUS FINISH GRADE CUT AND REMOVE BURLAP FROM R00�� TOP OF ROOT BALL PLANTINGS SOIL MIX; BACKFILL IN LOOSE LIFTS OF DEPTHS BETWEEN 6"-8", SETTLE 6" WITH THROUGH WATERING 12" MOUND OF SOIL IN CENTER OF PLANT PIT TO SUPPORT BALL AT REQUIRED ELEVATION TYPICAL SHRUB NOT TO SCALE NITSCH PROJECT NO. 13928 ARCHITECT CONSULTANT STAMP KEY PLAN SHEET TITLE .1 LANDSCAPE 13 HAWTHORNE BLVD - DETAIL �- u7EVEN �G� S VENTRESCA m Nitsch Engineering NoCIVIL Zi SALEM HISTORIC SCHOOLS `�6a72 �rsT�R Q, ARCHITECTURE www.nitscheng.com > Civil Engineering 02-13-2020 SITE PLAN REVIEW s� 2 Center Plaza, Suite 430 > Land Surveying "�,� MARK DATE DESCRIPTION 101 SUMMER ST BOSTON MA 02110 ► Transportation Engineering pil NORTH SHORE COMMUNITY DEVELOPMENT Boston MA 02108 > Structural Engineering 9 9 COALITION, INC. 1 (617) 338-0063 Green Infrastructure PROJECT NUMBER: 218010.2 > Planning F: (617) 338-6472 ► Planning GIS DRAWN BY: PES/BC CHECKED BY: SV UV RESISTANT HIGH-TENACITY UV RESISTANT HIGH-TENACITY POLYPROPYLENE WOVEN FABRIC POLYPROPYLENE WOVEN FABRIC WOODEN FENCE POST 8 WOODEN FENCE NOTES 8' STAKES (1 POST STAKES �" x 1 �" x 60") OC 1 END GATE AND CORNER POSTS SHALL BE BRACED TO ` . . . O.C. SPACED MAXIMUM OF 8' O.C. (1 4" x 1 J" x 60") ' SPACED MAXIMUM ADJACENT LINE POSTS. (MORE 4' O.C. OF 8' O.C. CENTER RAIL THAN 30' CHANGE IN DIRECTION (MAX.) . CONSTITUTES A CORNER) " TRUSS ROD 9 DIA. STAKED SHEET 2. FABRIC SHALL BE 0.148" GAUGE SHEET WATTLES MIN. WIRE WOVEN INTO PUBLIC FLOW 50' MIN PROTECTED " PROTECTED ON" APPROXIMATELY 2 DIAMOND RIGHT-oF-WAY 36" MIN. " EXPOSED FLOW 36 MIN. NAREA MESH. T� 5:1 ' ' EIGHT IGH , EXPOSED ELEVATION A HEIGHT MAINTAIN 5' SEDIMENTATION MAINTAIN 5 SEDIMENTATION 3. ZINC-COATED STEEL FABRIC 8"min. STORAGE ZONE FOR SLOPES WORK STORAGE ZONE FOR SLOPES WORK TOP RAIL BASE METAL SHALL BE COATED EXISTING GROUND FILTER FABRIC MOUNTABLE BERM GREATER THAN 4:1 AREA TOP OF GREATER THAN 4:1 AREA / WITH PRIME WESTERN SPELTER (OPTIONAL) GROUND TOP OF/ FENCE FABRIC OR EQUAL. GROUND SIDE ELEVATION Noon EMBED FILTER NOTE: 4. ALUMINUM COATED STEEL '�"NImFABRIC BASE METAL SHALL BE CONCENTRATED FABRIC �- NOT FOR CONCENTRATED FLOWS I CENTER 8' COATED WITH ALUMINUM ALLOY. FLOWS MIN. 6 INTO 16"MIN. CORNER, END OR RAIL PROVIDE APPROPRIATE GROUND TYPES OF WATTLES 16"MIN. LINE POSTS 5. LINE POSTS SHALL BE 2% O.D. COIR COCONUT FIBER EMBED FILTER I " TRANSITION BETWEEN STABILIZED ( ) FABRIC BALLAST BASE END OR CORNER POSTS SHALL ORANGE SAFETY CONSTRUCTION ENTRANCE AND • COMPOST MIN. 6" INTO SEE DETAIL FENCING RUNNING ENTIRE PUBLIC RIGHT-OF-WAY STRAW GROUND BE 3" O.D. LENGTH OF STONE (TYP.) PERSPECTIVE VIEW PERSPECTIVE VIEW s. THE CONTRACTOR Is 50' MIN. T RESPONSIBLE FO WASHRACK* 3' 10''MIN. SECTION A-A R SURFACE (OPTIONAL) I----A WOODEN FENCE POST STAKES RESTORATION ONCE THE FENCE IS REMOVED. (1 J" x 1 x 60") SPACED MAXIMUM UV RESISTANT HIGH-TENACITY WOODEN FENCE POST " CORNER END OR LL POLYPROPYLENE WOVEN FABRIC 24 DIAMETER WORK OF 8 O.C. STAKES (1 " x 1 " x 60") SONOTUBE LINE POST 7. THE CONTRACTOR SHALL B AREA UV RESISTANT SPACED MAXIMUM REMOVE AND DISPOSE OF THE *12'MIN. ' IN. .'__EXISTING HIGH-TENACITY STAKE WATTLES OF 8' O.C. :.A 4.* . ' TEMPORARY CONSTRUCTION PAVEMENT POLYPROPYLENE 36" MIN. CONTINUOUSLY WITH TWO 6" MIN �: i. CONCRETE BASE FENCE AT THE CONCLUSION OF 3iLWOVEN FABRIC EXPOSED PROTECTED 1 x 1 x 36 WOODEN 4000 PSI THE PROJECT. et!l �' SHEET FLOW HEIGHT STAKES 4' MAX O.C. 36" MIN. AREA WORK AREA EXPOSED BALLAST BASE L� - SHEET HEIGHT T FLOW A EMBED FILTER �— 16" MIN. AREA [ORANGE SAFETY FENCING TEMPORARY CONSTRUCTION RUNNING ENTIRE LENGTH � 10'MIN. FABRIC 16" MIN. OF STONE (TYP.) POSITIVE DRAINAGE TO ,. � MIN. 6" INTO EMBED FILTER— -�SEDIMENT TRAPPINGCHAIN LINK FENCE WITH BALLAST BASE EXISTING GROUND DEVICE ON GROUND SECTION UNDISTURBED MIN.A6 RI INTO NOT TO SCALE GROUNDUNDISTURBED GROUND SECTION PLAN VIEW GROUND PERIMETER PROTECTION BARRIER 12' MIN* (ONE WAY) NOT TO SCALE PERIMETER PROTECTION BARRIER 24' MIN* (TWO WAY) SILT FENCE DETAIL WITH WATTLES 0 0 o a 4"MIN. NOT TO SCALE 4"MIN. GATE PLAN FILTER FABRIC 2" TO 3" STONE COURSE 1" REBAR FOR BAG SECTION A-A AGGREGATE (TYP.) REMOVAL FROM INLET MUST EXTEND FULL WIDTH 24' (REBAR NOT INCLUDED) * EXISTING CURB OF INGRESS AND EGRESS OPENING OPERATION 6'-7" (MIN.) - - - - - - -- C 4s/(,��� •,� T< 1 10 A d d INCLUDE OVERFLOW ��w = FOAM 1 SILT-SAC, HYDRO-FLOGARD + LOCKING 8' PLUS CATCH BASIN INSERT, y ` DEVICE (- ULTRA-DRAINGUARD INSERT, iflr� i OR APPROVED EQUAL REINFORCED CONCRETE DRAIN SPACE DUMP LOOPS ' pE�N SECTION B-B (REBAR NOT INCLUDED) p EXISTING GRATE TO BE REUSED II CONSTRUCTION SPECIFICATIONS CONSTRUCTION SPECIFICATIONS 36" LENGTH - GREATER THAN OR EQUAL TO 50 FEET `�� � 36" 02--L 36" _ SIDE VIEW BUDTH T NOT LESS THAN THE LVE FOOT MINIMUM FULL WIDTH ATONE YPOIN TWENTY WHERER FOOT MINIMUM INGRESS OR EGRESS OCCURWO S. INSTALLED PSIST IN 2000 CON CONCRETE �J L 1 12" SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION EXPANSION RESTRAINT 12" 12" ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM SHALL BE PERMITTED. THICKNESS - 8" DOUBLE GATE ELEVATION MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH SHALL EXISTING CATCHBASIN PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY 24' WIDE DOUBLE GATE REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET NOT TO SCALE SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE DRAINS SHEET, OVERLAND OR CONCENTRATED FLOWS (NOT GREATER REMOVED IMMEDIATELY. THAN 1 CFS). THE METHOD CAN DRAIN FLAT AREA TO STEEP SLOPES. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED. INLET CAPACITY WILL BE DECREASED WITH THIS METHOD AND THE CONTRACTOR SHALL EXPECT PONDING DURING HIGH FLOW EVENTS. INLET PROTECTION STABILIZED CONSTRUCTION ENTRANCE CATCH BASIN W/ SILTATION SACK NOT TO SCALE NITSCH PROJECT NO. 13928 ARCHITECT CONSULTANT STAMP KEY PLAN SHEET TITLE 13 HAWTHORNE BLVDSOIL EROSION AND �y1"OF�.9�S ' STEVEN °y� SEDIMENTATION 0 Nitsch Engineering o vE�'iviL SALEM HISTORIC SCHOOLS 9 6 72 CONTROL DETAILS Q .. ARCHITECTURE www.nitscheng.com ► Civil Engineering S�rSST ► Land Surveying 02-13-2020 SITE PLAN REVIEW NORTH SHORE COMMUNITY DEVELOPMENT 101 SUMMER ST BOSTON MA 02110 2 Center Plaza, Suite 430 > Transportation Engineering MARK DATE DESCRIPTION Boston, MA 02108 ► Structural Engineering COALITION, INC. ► Green Infrastructure PROJECT NUMBER: 218010.2 T: (617) 338-0063 ► Planning F: (617) 338-6472 DRAWN BY: PES/BC ► GIS CHECKED BY: SV