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ARCHITECT PROJECT NAME CLIENT PROJECT TEAM REVISIONS DRAWING TITLE DRAWING INFORMATION DRAWING NUMBER Bargmann Hendrie + Archetype, Inc. 9 Channel Center Street Boston, MA 02210 [PHONE REDACTED] Tel Copyright BH+A, Inc. DATE OF ISSUE DESCRIPTION SCALE DRAWN BY PROJECT # FILE NAME 1 2 3 4 5 DATE +a bh 3374-Forest River.rvt C:\Local Revit\3374-Forest River Pool_Bathhouse_R20_ClaraCastro6.rvt 11/2/2020 5:12:53 PM A000 COVER SHEET CC 3374 October 30, 2020 90% Construction Documents Forest River Outdoor Recreation & Nature Center City of Salem 93 Washington Street Salem, MA 01970 Structures North 60 Washington Street, Salem MA 01970 [PHONE REDACTED] STRUCTURAL ENGINEER Norian Siani 43 Bradford Street, 3rd Floor Concord, MA 01742 [PHONE REDACTED] MEP/FP ENGINEER Hancock Associates 121 E. Berkeley Street, 4th Floor Boston, MA 02118 [PHONE REDACTED] CIVIL ENGINEER Kyle Zick Landscape Architecture 36 Bromfield Street, Suite 202 Boston, MA 02108 [PHONE REDACTED] LANDSCAPE CC 32 Clifton Street Salem, MA 01970 HISTORIC CONSULTANT Epsilon Associates 3 Mill & Main Place, Suite 250 Maynard, MA 01754 [PHONE REDACTED] Forest River Outdoor Recreation & Nature Center 32 Clifton Street Salem, MA 01970 D R A W I N G L I S T CIVIL: A 0 0 0 C O V E R S H E E T A300 BATHHOUSE BUILDING SECTIONS ARCHITECTURAL : A301 COMMUNITY ROOM BLDG. SECTIONS D101 BATHHOUSE DEMOLITION PLAN EX-1.1 LIMITED TOPOGRAPHIC PLAN LANDSCAPE : L101 LANDSCAPE LAYOUT & MATERIALS PLAN LIMITED TOPOGRAPHIC PLAN LIMITED TOPOGRAPHIC PLAN A201 BATHHOUSE EXTERIOR ELEVATIONS A100 BATHHOUSE FLOOR PLAN A103 ROOF PLAN AND DETAILS A001 SYMBOLS, ABBREVIATIONS, PARTITION TYPES AND DETAILS BATHHOUSE WALL SECTIONS/DETAILS CODE REVIEW AND EGRESS PLANS 90% Construction Documents Submission A310 A110 BATHHOUSE REFLECTED CEILING PLAN A102 SUPPORT BUILDING FLOOR PLAN, CEILING & ROOF PLAN A002 A701 ROOM FINISH PLANS POOL DECK PLAN A700 ROOM FINISH SCHEDULE & FLOOR DETAILS A400 BATHHOUSE INTERIOR ELEVATIONS BATHHOUSE INTERIOR ELEVATIONS A401 STRUCTURAL : MECHANICAL : PLUMBING : FIRE PROTECTION: ELECTRICAL : NOTE: RENDERING IS CONCEPTUAL AND MAY NOT REFLECT THE PROPOSED PROJECT WITH 100% ACCURACY REFER TO CONTRACT DRAWINGS SUPPORT BUILDING WALL SECTIONS/DETAILS A101 EXISTING BATHHOUSE FLOOR PLAN P201 PLUMBING DETAILS P001 PLUMBING LEGEND, NOTES & SCHEDULES P102 SUPPORT BUILDING PLUMBING PLAN FIRE ALARM LEGEND, NOTES & ONE-LINE BATHHOUSE FIRE ALARM PLAN FA001 FA101 P101 BATHHOUSE PLUMBING PLAN M102 SUPPORT BUILDING MECHANICAL PLAN M001 MECHANICAL LEGEND & NOTES M101 BATHHOUSE MECHANICAL PLAN M002 MECHANICAL SCHEDULES M103 BATHHOUSE MECHANICAL ROOF PLAN E103 BATHHOUSE ELECTRICAL ROOF PLAN E001 ELECTRICAL LEGEND, NOTES & ONE-LINE E102 E100 BATHHOUSE ELECTRICAL SITE PLAN & ONE-LINE TOPOGRAPHIC PLAN OF LAND C-01 LAYOUT AND MATERIALS PLAN I C-02 C-03 GRADING AND DRAINAGE PLAN I A320 SUPPORT BUILDING FIRE ALARM PLAN FA102 M201 MECHANICAL DETAILS M202 MECHANICAL DETAILS E101 BATHHOUSE ELECTRICAL PLAN E104 SUPPORT BUILDING ELECTRICAL PLAN BATHHOUSE ELECTRICAL LIGHTING PLAN ARCHITECTURAL (CONT'D) S102 SUPPORT BUILDING PLANS S001 STRUCTURAL GENERAL NOTES S101 BATHHOUSE ROOF FRAMING PLAN S100 BATHHOUSE FOUNDATION PLAN S200 STRUCTURAL DETAILS S202 STRUCTURAL DETAILS POOL DECK PLAN LAP POOL PLAN WADING POOL PLAN LAP POOL SECTIONS WADING POOL SECTIONS POOL DETAILS POOL DETAILS POOL SECTION AND DETAILS ORIGINAL POOL DEMO DRAWING EX-1 ORIGINAL POOL PLAN EX-2 ORIGINAL POOL SECTIONS / DETAILS EX-3 ORIGINAL POOL DRAINAGE EX-4 ORIGINAL BATHHOUSE PLAN EX-5 ORIGINAL STRUCTURAL PLAN EX-6 ORIGINAL STRUCTURAL DETAILS EX-7 POOL AREA DEMOLITION PLAN SD101 TRELLIS PLAN, SECTIONS AND DETAILS A806 A800 A801 A802 A803 A804 A805 A807 A808 A812 EX-1.2 EX-1.3 SD102 SD103 SITE SECTIONS - SITE PREPARATION SITE SECTIONS - SITE PREPARATION POOL PIPING PLAN A809 POOL AREA SITE SCOPE PLAN A810 FILTER ROOM AND PUMP PIT LAYOUT A811 S300 STRUCTURAL DETAILS S302 STRUCTURAL DETAILS P202 PLUMBING DETAILS E002 ELECTRICAL PANEL SCHEDULE C-00 COVER SHEET C-04 C-05 UTILITY PLAN I A202 BATHHOUSE SUPPORT BUILDING EXTERIOR ELEVATIONS A203 BATHHOUSE ELEVATIONS MASONRY REPAIRS A204 A302 SUPPORT BLDG. BUILDING SECTIONS SUPPORT BUILDING EXTERIOR DETAILS A321 SUPPORT BUILDING ARTWORK LOCATIONS A322 SUPPORT BUILDING INTERIOR ELEVATIONS A405 BATHHOUSE TOILETS AND SHOWERS PLAN AND DETAILS A410 BATHHOUSE TOILETS AND SHOWERS PLAN AND DETAILS A411 BATHHOUSE TOILET ROOM PLANS AND DETAILS A413 BATHHOUSE TOILET AND SHOWER ELEVATIONS A412 D201 BATHHOUSE DEMOLITION ELEVATIONS C-07 L102 PLANTING PLAN L103 LANDSCAPE DETAILS L104 LANDSCAPE DETAILS C-08 C-09 C-10 C-11 C-12 LAYOUT AND MATERIALS PLAN II GRADING AND DRAINAGE PLAN II C-06 UTILITY PLAN II WATER & SEWER FORCE MAIN PROFILES PUMP STATION DETAIL DETAILS I DETAILS II DETAILS III EROSION & SEDIMENT CONTROL PLAN ORIGINAL ELECTRICAL DRAWINGS EX-8 FOREST RIVER PARK TOILETS AND SITE PLAN EX-9 D202 BATHHOUSE DEMOLITION ELEVATIONS D102 BATHHOUSE DEMOLITION ROOF PLAN AND RCP A205 SUPPORT BUILDING EXTERIOR ELEVATIONS BATHHOUSE ELEVATIONS MASONRY REPAIRS BATHHOUSE BAY WINDOWS DETAILS A415 BATHHOUSE EXTERIOR DETAILS A500 BATHHOUSE EXTERIOR DETAILS A501 BATHHOUSE ROOF DETAILS A510 WINDOW TYPES A512 DOOR SCHEDULE AND DETAILS A600 S301 STRUCTURAL DETAILS S400 MASONRY RESTORATION & REPAIR S401 MASONRY RESTORATION & REPAIR M203 MECHANICAL DETAILS ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- HANCOCK ASSOCIATES Land Surveyors Civil Engineers Wetland Scientists River Park Forest Bargmann Hendrie + Boston, Massachusetts 02210 9 Channel Center Street, Suite 300 Archetype, Inc. Salem, Massachusetts ---PAGE BREAK--- ARCHITECT PROJECT NAME CLIENT PROJECT TEAM REVISIONS DRAWING TITLE DRAWING INFORMATION DRAWING NUMBER Bargmann Hendrie + Archetype, Inc. 9 Channel Center Street, Suite 300 Boston, MA 02210 [PHONE REDACTED] Tel Copyright BH+A, Inc. DATE OF ISSUE DESCRIPTION SCALE DRAWN BY PROJECT # FILE NAME 1 2 3 4 5 DATE +a bh Forest River Outdoor Recreation & Nature Center City of Salem 93 Washington Street Salem, MA 01970 Structures North 60 Washington Street, Salem MA 01970 [PHONE REDACTED] STRUCTURAL ENGINEER Norian Siani 43 Bradford Street, 3rd Floor Concord, MA 01742 [PHONE REDACTED] MEP/FP ENGINEER Hancock Associates 121 E. Berkeley Street, 4th Floor Boston, MA 02118 [PHONE REDACTED] CIVIL ENGINEER Kyle Zick Landscape Architecture 36 Bromfield Street, Suite 202 Boston, MA 02108 [PHONE REDACTED] LANDSCAPE 32 Clifton Street Salem, MA 01970 HISTORIC CONSULTANT Epsilon Associates 3 Mill & Main Place, Suite 250 Maynard, MA 01754 [PHONE REDACTED] 1" = 30' DTW/AD 22748 22748SP9.dwg 90% Construction Documents October 30, 2020 C-00 Cover Sheet O:\Civil 3D Projects\22748 - BH+A - Salem\DWG\22748SP9.dwg PERMIT SITE PLAN FOR FOREST RIVER OUTDOOR RECREATION & NATURE CENTER 32 CLIFTON STREET SALEM, MA LOCUS MAP SCALE 1" = 50' LOCUS FOREST RIVER PARK SALEM HARBOR SHEET INDEX APPLICANT CIVIL ENGINEER OWNER SURVEYOR GENERAL NOTES: 1. LOCATIONS AND ELEVATIONS OF UNDERGROUND PIPES AND CONDUITS HAVE BEEN DETERMINED FROM THE REFERENCED PLAN AND SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. HANCOCK ASSOCIATES ASSUMES NO RESPONSIBILITY FOR DAMAGES INCURRED AS A RESULT OF UTILITIES INACCURATELY SHOWN OR OMITTED. BEFORE PLANNING FUTURE CONNECTIONS, THE PROPER UTILITY DEPARTMENT SHALL BE NOTIFIED AND THE ACTUAL LOCATIONS OF SUBSURFACE STRUCTURES SHALL BE VERIFIED IN THE FIELD. CALL THE DIG-SAFE CALL CENTER, (888)344-7233, 72 HOURS (3 WORKING DAYS) PRIOR TO EXCAVATION. 2. ELEVATIONS REFER TO SALEM CITY BASE. REFER TO REFERENCED SURVEY PREPARED BY SAMIOTES CONSULTING FOR BENCHMARK INFORMATION. 3. ALL WORK SHALL CONFORM TO CITY OF SALEM STANDARDS. 4. IF EXISTING ABANDONED UTILITY LINES ARE ENCOUNTERED THEY SHALL BE CUT AND CAPPED. 5. ANY CONSTRUCTION DEWATERING SHALL EMPLOY MEASURES TO FILTER OUT SEDIMENT PRIOR TO ITS DISCHARGE AND SHALL CONFORM WITH CITY OF SALEM REQUIREMENTS. CONTRACTOR TO SUBMIT A SKETCH OF THESE TO THE ENGINEER FOR APPROVAL. 6. CONSTRUCTION ACCESS DRIVES SHALL HAVE CRUSHED STONE TO MINIMIZE MUD FROM BEING TRACKED ONTO THE ROADWAYS. MUD TRACKED ONTO ROADWAYS SHALL BE SWEPT CLEAN. 7. CONTRACTOR TO EMPLOY MEASURES TO CONTROL DUST DURING CONSTRUCTION. 8. REMOVE ALL EXISTING BITUMINOUS CONCRETE AND CEMENT CONCRETE FROM WITHIN THE LIMITS OF WORK. UNLESS OTHERWISE NOTED, ALL ITEMS WITHIN THE LIMITS OF WORK ARE TO BE DEMOLISHED AND REMOVED FROM THE SITE. 9. ALL ACCESSIBLE AREAS MUST COMPLY WITH MASSACHUSETTS ACCESS BOARD (MAAB) REGULATIONS. 10. RIM ELEVATIONS OF DRAINAGE AND SANITARY SEWER MANHOLES ARE APPROXIMATE. FINAL ELEVATIONS ARE TO BE SET FLUSH. ADJUST ALL OTHER RIM ELEVATIONS OF EXISTING MANHOLES, WATER GATES, GAS GATES AND OTHER UTILITIES TO FINISHED GRADE WITHIN LIMITS OF SITE WORK. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SEDIMENT CONTROLS. COMPOST FILTER TUBE AND CATCH BASIN SILT SACKS SHALL BE INSTALLED PER PROJECT PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE SEDIMENT CONTROLS UNTIL THE COMPLETION OF THE PROJECT, AT WHICH TIME THE SEDIMENT CONTROLS ARE TO BE REMOVED. 12. THE CONTRACTOR SHALL GIVE FORTY EIGHT (48) HOUR NOTICE TO PERTINENT CITY DEPARTMENTS BEFORE COMMENCING ANY WORK IN THE FIELD. 13. THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS FOR THE ALTERATION AND ADJUSTMENT OF GAS, ELECTRIC, TELEPHONE, FIRE ALARM AND OTHER PRIVATE UTILITIES BY THE RESPECTIVE UTILITY COMPANIES, AS REQUIRED. 14. ALL DRAIN PIPES SHALL BE SOLID HIGH DENSITY POLYETHELENE UNLESS NOTED OTHERWISE. 15. CONTRACTOR TO INSTALL ALL NECESSARY CONDUIT, WIRES AND HAND HOLES FOR NEW SITE LIGHTING. 16. A CLOSED CIRCUIT TELEVISION(CCTV) INSPECTION SHALL BE PERFORMED AND WITNESSED BY THE ENGINEERING DIVISION FOR PRE & POST CONSTRUCTION FROM THE CONNECTION POINT OF THE MANHOLE ON ALBANY STREET TOWARDS THE MANHOLE OR OUTFALL. 17. ONCE THE BUILDING PERMIT IS APPROVED, ENGINEERING WILL REQUIRE AN ON-SITE PRECONSTRUCTION MEETING TO REVIEW SCHEDULING, SILTATION CONTROL. 18. BEFORE REQUESTING A CERTIFICATE OF OCCUPANCY, AN AS-BUILT PLAN SHALL BE SUBMITTED TO THE ENGINEERING DIVISION IN BOTH DIGITAL AND PAPER FORMAT. THE PLAN SHALL SHOW ALL UTILITIES AND FINAL GRADES, ANY EASEMENTS AND IMPROVEMENTS AND LIMITS OF RESTORATION. THE PLAN SHALL INCLUDE PROFILES OF THE VARIOUS NEW UTILITIES INCLUDING BUT NOT LIMITED TO RIM & INVERT ELEVATIONS (CITY OF NEWTON DATUM), SLOPES OF PIPES, PIPE MATERIALS, AND SWING TIES FROM PERMANENT BUILDING CORNERS. THE AS-BUILT SHALL BE STAMPED BY BOTH A MASSACHUSETTS REGISTERED PROFESSIONAL ENGINEER AND REGISTERED PROFESSIONAL LAND SURVEYOR. ONCE THE AS BUILT PLAN IS RECEIVED THE ENGINEERING DIVISION SHALL PERFORM A FINAL SITE INSPECTION AND THEN MAKE A DETERMINATION TO ISSUE A CERTIFICATE OF OCCUPANCY 19. ALL SITE WORK INCLUDING TRENCH RESTORATION, SIDEWALK, CURB, APRON AND LOAM BORDER (WHERE APPLICABLE) SHALL BE COMPLETED BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. 20. THE CONTRACTOR OF RECORD SHALL CONTACT THE SALEM POLICE DEPARTMENT 48-HOURS IN ADVANCED AND ARRANGE FOR POLICE DETAIL TO HELP RESIDENTS AND COMMUTERS NAVIGATE AROUND THE CONSTRUCTION ZONE. 21. ALL TREE REMOVAL SHALL COMPLY WITH THE CITY'S TREE ORDINANCE. 22. IF ANY CHANGES FROM THE FINAL APPROVED DESIGN PLAN THAT ARE REQUIRED DUE TO UNFORESEEN SITE CONDITIONS, THE CONTRACTOR OF RECORD SHALL CONTACT THE DESIGN ENGINEER OF RECORD AND SUBMIT REVISED DESIGN AND STAMPED FULL SCALE PLANS FOR REVIEW AND APPROVAL PRIOR TO CONTINUING WITH CONSTRUCTION. 23. REFER TO ORDER OF CONDITIONS FOR NOI #064-0693 FOR ADDITIONAL INFORMATION. LAFAYETTE ST. CLIFTON AVE. ---PAGE BREAK--- X X LAND SUBJECT TO COASTAL STORM FLOWAGE LAND SUBJECT TO COASTAL STORM FLOWAGE M M ARCHITECT PROJECT NAME CLIENT PROJECT TEAM REVISIONS DRAWING TITLE DRAWING INFORMATION DRAWING NUMBER Bargmann Hendrie + Archetype, Inc. 9 Channel Center Street, Suite 300 Boston, MA 02210 [PHONE REDACTED] Tel Copyright BH+A, Inc. DATE OF ISSUE DESCRIPTION SCALE DRAWN BY PROJECT # FILE NAME 1 2 3 4 5 DATE +a bh Forest River Outdoor Recreation & Nature Center City of Salem 93 Washington Street Salem, MA 01970 Structures North 60 Washington Street, Salem MA 01970 [PHONE REDACTED] STRUCTURAL ENGINEER Norian Siani 43 Bradford Street, 3rd Floor Concord, MA 01742 [PHONE REDACTED] MEP/FP ENGINEER Hancock Associates 121 E. Berkeley Street, 4th Floor Boston, MA 02118 [PHONE REDACTED] CIVIL ENGINEER Kyle Zick Landscape Architecture 36 Bromfield Street, Suite 202 Boston, MA 02108 [PHONE REDACTED] LANDSCAPE 32 Clifton Street Salem, MA 01970 HISTORIC CONSULTANT Epsilon Associates 3 Mill & Main Place, Suite 250 Maynard, MA 01754 [PHONE REDACTED] 1" = 30' DTW/AD 22748 22748SP9.dwg 90% Construction Documents October 30, 2020 C-01 LAYOUT AND MATERIALS PLAN I LEGEND NOTES: 1. SEE SD PLANS FOR SITE DEMO OF POOL AREA AND APPURTENANCE 2. SEE L101 FOR PROPOSED TREE REMOVAL ---PAGE BREAK--- T T T ARCHITECT PROJECT NAME CLIENT PROJECT TEAM REVISIONS DRAWING TITLE DRAWING INFORMATION DRAWING NUMBER Bargmann Hendrie + Archetype, Inc. 9 Channel Center Street, Suite 300 Boston, MA 02210 [PHONE REDACTED] Tel Copyright BH+A, Inc. DATE OF ISSUE DESCRIPTION SCALE DRAWN BY PROJECT # FILE NAME 1 2 3 4 5 DATE +a bh Forest River Outdoor Recreation & Nature Center City of Salem 93 Washington Street Salem, MA 01970 Structures North 60 Washington Street, Salem MA 01970 [PHONE REDACTED] STRUCTURAL ENGINEER Norian Siani 43 Bradford Street, 3rd Floor Concord, MA 01742 [PHONE REDACTED] MEP/FP ENGINEER Hancock Associates 121 E. Berkeley Street, 4th Floor Boston, MA 02118 [PHONE REDACTED] CIVIL ENGINEER Kyle Zick Landscape Architecture 36 Bromfield Street, Suite 202 Boston, MA 02108 [PHONE REDACTED] LANDSCAPE 32 Clifton Street Salem, MA 01970 HISTORIC CONSULTANT Epsilon Associates 3 Mill & Main Place, Suite 250 Maynard, MA 01754 [PHONE REDACTED] 1" = 30' DTW/AD 22748 22748SP9.dwg 90% Construction Documents October 30, 2020 C-02 Layout and Materials Plan II OVERLAY FROM 2017 SURVEY TITLED "EXISTING CONDITIONS PLAN" DATED NOVEMBER 11, 2017 AND CREATED BY WOODARD AND CURRAN. THIS SURVEY IS NOT ON CITY OF SALEM DATUM. CONTRACTOR TO CONFIRM ELEVATIONS IN FIELD PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. FOR COORDINATION ONLY ---PAGE BREAK--- X X LAND SUBJECT TO COASTAL STORM FLOWAGE LAND SUBJECT TO COASTAL STORM FLOWAGE ARCHITECT PROJECT NAME CLIENT PROJECT TEAM REVISIONS DRAWING TITLE DRAWING INFORMATION DRAWING NUMBER Bargmann Hendrie + Archetype, Inc. 9 Channel Center Street, Suite 300 Boston, MA 02210 [PHONE REDACTED] Tel Copyright BH+A, Inc. DATE OF ISSUE DESCRIPTION SCALE DRAWN BY PROJECT # FILE NAME 1 2 3 4 5 DATE +a bh Forest River Outdoor Recreation & Nature Center City of Salem 93 Washington Street Salem, MA 01970 Structures North 60 Washington Street, Salem MA 01970 [PHONE REDACTED] STRUCTURAL ENGINEER Norian Siani 43 Bradford Street, 3rd Floor Concord, MA 01742 [PHONE REDACTED] MEP/FP ENGINEER Hancock Associates 121 E. Berkeley Street, 4th Floor Boston, MA 02118 [PHONE REDACTED] CIVIL ENGINEER Kyle Zick Landscape Architecture 36 Bromfield Street, Suite 202 Boston, MA 02108 [PHONE REDACTED] LANDSCAPE 32 Clifton Street Salem, MA 01970 HISTORIC CONSULTANT Epsilon Associates 3 Mill & Main Place, Suite 250 Maynard, MA 01754 [PHONE REDACTED] 1" = 30' DTW/AD 22748 22748SP9.dwg 90% Construction Documents October 30, 2020 C-03 GRADING AND DRAINAGE PLAN I ---PAGE BREAK--- ARCHITECT PROJECT NAME CLIENT PROJECT TEAM REVISIONS DRAWING TITLE DRAWING INFORMATION DRAWING NUMBER Bargmann Hendrie + Archetype, Inc. 9 Channel Center Street, Suite 300 Boston, MA 02210 [PHONE REDACTED] Tel Copyright BH+A, Inc. DATE OF ISSUE DESCRIPTION SCALE DRAWN BY PROJECT # FILE NAME 1 2 3 4 5 DATE +a bh Forest River Outdoor Recreation & Nature Center City of Salem 93 Washington Street Salem, MA 01970 Structures North 60 Washington Street, Salem MA 01970 [PHONE REDACTED] STRUCTURAL ENGINEER Norian Siani 43 Bradford Street, 3rd Floor Concord, MA 01742 [PHONE REDACTED] MEP/FP ENGINEER Hancock Associates 121 E. Berkeley Street, 4th Floor Boston, MA 02118 [PHONE REDACTED] CIVIL ENGINEER Kyle Zick Landscape Architecture 36 Bromfield Street, Suite 202 Boston, MA 02108 [PHONE REDACTED] LANDSCAPE 32 Clifton Street Salem, MA 01970 HISTORIC CONSULTANT Epsilon Associates 3 Mill & Main Place, Suite 250 Maynard, MA 01754 [PHONE REDACTED] 1" = 30' DTW/AD 22748 22748SP9.dwg 90% Construction Documents October 30, 2020 C-04 GRADING AND DRAINAGE PLAN II OVERLAY FROM 2017 SURVEY TITLED "EXISTING CONDITIONS PLAN" DATED NOVEMBER 11, 2017 AND CREATED BY WOODARD AND CURRAN. THIS SURVEY IS NOT ON CITY OF SALEM DATUM. CONTRACTOR TO CONFIRM ELEVATIONS IN FIELD PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. FOR COORDINATION ONLY ---PAGE BREAK--- X X LAND SUBJECT TO COASTAL STORM FLOWAGE LAND SUBJECT TO COASTAL STORM FLOWAGE M M ARCHITECT PROJECT NAME CLIENT PROJECT TEAM REVISIONS DRAWING TITLE DRAWING INFORMATION DRAWING NUMBER Bargmann Hendrie + Archetype, Inc. 9 Channel Center Street, Suite 300 Boston, MA 02210 [PHONE REDACTED] Tel Copyright BH+A, Inc. DATE OF ISSUE DESCRIPTION SCALE DRAWN BY PROJECT # FILE NAME 1 2 3 4 5 DATE +a bh Forest River Outdoor Recreation & Nature Center City of Salem 93 Washington Street Salem, MA 01970 Structures North 60 Washington Street, Salem MA 01970 [PHONE REDACTED] STRUCTURAL ENGINEER Norian Siani 43 Bradford Street, 3rd Floor Concord, MA 01742 [PHONE REDACTED] MEP/FP ENGINEER Hancock Associates 121 E. Berkeley Street, 4th Floor Boston, MA 02118 [PHONE REDACTED] CIVIL ENGINEER Kyle Zick Landscape Architecture 36 Bromfield Street, Suite 202 Boston, MA 02108 [PHONE REDACTED] LANDSCAPE 32 Clifton Street Salem, MA 01970 HISTORIC CONSULTANT Epsilon Associates 3 Mill & Main Place, Suite 250 Maynard, MA 01754 [PHONE REDACTED] 1" = 30' DTW/AD 22748 22748SP9.dwg 90% Construction Documents October 30, 2020 C-05 UTILITY PLAN I NOTES: 1. SEWERS CONVEYING SANITARY FLOW COMBINED SANITARY AND STORMWATER FLOW OR INDUSTRIAL FLOW MUST BE SEPARATED FROM WATER MAINS BY A DISTANCE OF AT LEAST 10 FEET HORIZONTALLY. IF SUCH LATERAL SEPARATION IS NOT POSSIBLE, THE PIPES MUST BE IN SEPARATE TRENCHES WITH THE SEWER AT LEAST 18 INCHES BELOW THE BOTTOM OF THE WATER MAIN, OR SUCH OTHER SEPARATION AS APPROVED BY THE GOVERNMENT AGENCY WITH JURISDICTION OVER SAME. WHERE APPROPRIATE SEPARATION FROM A WATER MAIN IS NOT POSSIBLE, THE SEWER MUST BE ENCASED IN CONCRETE, OR CONSTRUCTED OF DUCTILE IRON PIPE USING MECHANICAL OR SLIP-ON JOINTS FOR A DISTANCE OF AT LEAST 10 FEET ON EITHER SIDE OF THE CROSSING. IN ADDITION, ONE FULL LENGTH OF SEWER PIPE SHOULD BE LOCATED SO BOTH JOINTS WILL BE AS FAR FROM THE WATER LINE AS POSSIBLE. WHERE A WATER MAIN CROSSES UNDER A SEWER, ADEQUATE STRUCTURAL SUPPORT FOR THE SEWER MUST BE PROVIDED. ---PAGE BREAK--- T T T ARCHITECT PROJECT NAME CLIENT PROJECT TEAM REVISIONS DRAWING TITLE DRAWING INFORMATION DRAWING NUMBER Bargmann Hendrie + Archetype, Inc. 9 Channel Center Street, Suite 300 Boston, MA 02210 [PHONE REDACTED] Tel Copyright BH+A, Inc. DATE OF ISSUE DESCRIPTION SCALE DRAWN BY PROJECT # FILE NAME 1 2 3 4 5 DATE +a bh Forest River Outdoor Recreation & Nature Center City of Salem 93 Washington Street Salem, MA 01970 Structures North 60 Washington Street, Salem MA 01970 [PHONE REDACTED] STRUCTURAL ENGINEER Norian Siani 43 Bradford Street, 3rd Floor Concord, MA 01742 [PHONE REDACTED] MEP/FP ENGINEER Hancock Associates 121 E. Berkeley Street, 4th Floor Boston, MA 02118 [PHONE REDACTED] CIVIL ENGINEER Kyle Zick Landscape Architecture 36 Bromfield Street, Suite 202 Boston, MA 02108 [PHONE REDACTED] LANDSCAPE 32 Clifton Street Salem, MA 01970 HISTORIC CONSULTANT Epsilon Associates 3 Mill & Main Place, Suite 250 Maynard, MA 01754 [PHONE REDACTED] 1" = 30' DTW/AD 22748 22748SP9.dwg 90% Construction Documents October 30, 2020 C-06 UTILITY PLAN II OVERLAY FROM 2017 SURVEY TITLED "EXISTING CONDITIONS PLAN" DATED NOVEMBER 11, 2017 AND CREATED BY WOODARD AND CURRAN. THIS SURVEY IS NOT ON CITY OF SALEM DATUM. CONTRACTOR TO CONFIRM ELEVATIONS IN FIELD PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. FOR COORDINATION ONLY ---PAGE BREAK--- P.FORCE MAIN PROFILE P.WATER MAIN PROFILE WORK TO BE COMPLETED AT LATER DATE LIMIT OF SITE PREPARATION WORK TO BE COMPLETED AT LATER DATE LIMIT OF SITE PREPARATION ARCHITECT PROJECT NAME CLIENT PROJECT TEAM REVISIONS DRAWING TITLE DRAWING INFORMATION DRAWING NUMBER Bargmann Hendrie + Archetype, Inc. 9 Channel Center Street, Suite 300 Boston, MA 02210 [PHONE REDACTED] Tel Copyright BH+A, Inc. DATE OF ISSUE DESCRIPTION SCALE DRAWN BY PROJECT # FILE NAME 1 2 3 4 5 DATE +a bh Forest River Outdoor Recreation & Nature Center City of Salem 93 Washington Street Salem, MA 01970 Structures North 60 Washington Street, Salem MA 01970 [PHONE REDACTED] STRUCTURAL ENGINEER Norian Siani 43 Bradford Street, 3rd Floor Concord, MA 01742 [PHONE REDACTED] MEP/FP ENGINEER Hancock Associates 121 E. Berkeley Street, 4th Floor Boston, MA 02118 [PHONE REDACTED] CIVIL ENGINEER Kyle Zick Landscape Architecture 36 Bromfield Street, Suite 202 Boston, MA 02108 [PHONE REDACTED] LANDSCAPE 32 Clifton Street Salem, MA 01970 HISTORIC CONSULTANT Epsilon Associates 3 Mill & Main Place, Suite 250 Maynard, MA 01754 [PHONE REDACTED] 1" = 30' DTW/AD 22748 22748SP9.dwg 90% Construction Documents October 30, 2020 C-07 WATER AND SEWER FORCE MAIN PROFILES 8 HORIZONTAL GRAPHIC SCALE IN FEET 8 0 4 16 40 40 0 20 80 VERTICAL GRAPHIC SCALE IN FEET 8 HORIZONTAL GRAPHIC SCALE IN FEET 8 0 4 16 40 40 0 20 80 VERTICAL GRAPHIC SCALE IN FEET ---PAGE BREAK--- ARCHITECT PROJECT NAME CLIENT PROJECT TEAM REVISIONS DRAWING TITLE DRAWING INFORMATION DRAWING NUMBER Bargmann Hendrie + Archetype, Inc. 9 Channel Center Street, Suite 300 Boston, MA 02210 [PHONE REDACTED] Tel Copyright BH+A, Inc. DATE OF ISSUE DESCRIPTION SCALE DRAWN BY PROJECT # FILE NAME 1 2 3 4 5 DATE +a bh Forest River Outdoor Recreation & Nature Center City of Salem 93 Washington Street Salem, MA 01970 Structures North 60 Washington Street, Salem MA 01970 [PHONE REDACTED] STRUCTURAL ENGINEER Norian Siani 43 Bradford Street, 3rd Floor Concord, MA 01742 [PHONE REDACTED] MEP/FP ENGINEER Hancock Associates 121 E. Berkeley Street, 4th Floor Boston, MA 02118 [PHONE REDACTED] CIVIL ENGINEER Kyle Zick Landscape Architecture 36 Bromfield Street, Suite 202 Boston, MA 02108 [PHONE REDACTED] LANDSCAPE 32 Clifton Street Salem, MA 01970 HISTORIC CONSULTANT Epsilon Associates 3 Mill & Main Place, Suite 250 Maynard, MA 01754 [PHONE REDACTED] 1" = 30' DTW/AD 22748 22748SP9.dwg 90% Construction Documents October 30, 2020 C-08 PUMP STATION DETAIL O:\Civil 3D Projects\22748 - BH+A - Salem\DWG\22748SP9.dwg SECTION A-A (NOT TO SCALE) PLAN PUMP CHAMBER SEWAGE PUMP STATION DETAIL PUMP CHAMBER A 6.2 11.87 18.50 A (NOT TO SCALE) SEWAGE PUMP STATION SPECIFICATIONS GENERAL: MANUFACTURER SHALL FURNISH AND INSTALL ONE PREFABRICATED REINFORCED CONCRETE SUBMERSIBLE TYPE WET PIT SEWAGE PUMP STATION. STATION SHALL BE OF PRECAST REINFORCED CONCRETE CONSTRUCTION. MANUFACTURER SHALL GUARANTEE THAT ALL JOINTS IN PUMPING CHAMBER AND ENTRANCE TUBES SHALL BE WATER TIGHT. PUMPING STATION SHALL BE COMPLETE WITH TWO GRINDER SEWAGE PUMPS, MOTORS, FIVE WATER LEVEL FLOAT SWITCHES, HATCHWAY AND CONTROLS. PUMP CHAMBER: PUMP CHAMBER SHALL BE CONSTRUCTED OF CONCRETE REINFORCED FOR COMPRESSIVE STRENGTH TO A MINIMUM OF 5000 PSI. CHAMBER HAS INSIDE DIMENSION OF 6 FEET DIAMETER. THE WALLS SHALL BE 6" THICK. THE FLOOR SHALL BE 8" THICK. THE ROOF SHALL BE 8" THICK AND DESIGNED FOR H-20 LOADING. MANUFACTURER SHALL SEAL ALL JOINTS AND OPENINGS TO BE WATERTIGHT WITH EXCEPTIONS OF THE INLET PIPES, WITH BUTYL RUBBER SECTION JOINT CONFORM- ING TO THE LATEST ASTM C443 SPEC. CHAMBER EXTERIOR SHALL BE COATED WITH BITUMASTIC SEALER. WET WELL TO HAVE ONE POUR MONOLITHIC BASE SECTION. HATCH HAS CLEAR OPENING AS SHOWN ON PLANS. DOOR LEAF SHALL BE 1/4" ALUMINUM WITH STEEL HARDWARE CAPABLE OF WITHSTANDING A LIVE LOAD OF 150 POUNDS PER SQUARE FOOT. DOOR SHALL BE PROVIDED WITH SNAP LOCK. ALUMINUM DOORS WILL HAVE A MILL FINISH WITH BITUMINOUS COATING APPLIED TO EXTERIOR OF FRAME. STEPS SHALL BE PROVIDED FOR CLIMBING IN AND OUT OF STATION. STEPS WILL BE STEEL REINFORCED COPOLYMER POLYPROPYLENE PLASTIC. STEPS WILL CONFORM TO LATEST ASTM C478 PARA. 11 SPEC. STEPS SHALL BE ALIGNED UNDER THE HATCH TO FACILITATE ACCESS. PUMPS: PUMPS SHALL BE GRINDER SUBMERSIBLE SEWAGE PUMPS. EACH PUMP SHALL BE DESIGNED FOR A CAPACITY OF GPM AGAINST TOTAL DYNAMIC HEAD. MOTORS SHALL BE HERMETICALLY SEALED SUBMERSIBLE TYPE ELECTRIC MOTOR OF HP, RPM, FOR OPERATION ON AVAILABLE POWER, DESIGNED TO CLASS 1, GROUP D SPECIFICATIONS, SHALL BE FURNISHED FOR EACH PUMP. MOTOR NAMEPLATE HORSEPOWER RATING SHALL NOT BE EXCEEDED BY THE BRAKE HORSEPOWER REQUIREMENT OF THE PUMP FOR DESIGN CONDITION OF SERVICE FOR THE IMPELLER DIAMETER INSTALLED. MOTOR SHAFT SHALL BE STAINLESS STEEL, IMPERVIOUS TO LIQUID AND WASTE MATTER BEING HANDLED. THERMAL OVERLOAD PROTECTIONS AND A MOISTURE DETECTION SYSTEM SHALL BE BUILT INTO THE MOTOR. LIFTING EYES SHALL BE CAST INTO THE MOTOR HOUSING ADEQUATELY DESIGNED TO LIFT THE ENTIRE PUMP/MOTOR ASSEMBLY. PUMP CONSTRUCTION SHALL BE IN ACCORDANCE WITH ASTM SPEC. NO. A48-64, CLASS 30, WHICH SHALL INCLUDE CAST IRON FOR INTEGRAL SUPPORT LEGS, PUMP CASING AND IMPELLER. ALL PIPE FLANGES SHALL BE FACED AND TO THE THICKNESS REQUIRED FOR COMPLIANCE WITH 125 LB. AMERICAN STANDARD. BOLT SLOTS ARE ACCEPTABLE IN LIEU OF DRILLED HOLES. PIPING: PIPING SHALL BE OF CLASS 53 D.I. CEMENT LINED WITH 125 LB. FLANGES, ASPHALT COATED EXTERIOR AND PAINTED. FITTING WILL BE 125 LB. CAST IRON, FLANGED. GATE VALVES TO BE BRONZE FITTED SOLID WEDGE WITH NON-RISING STEM TO CONFORM TO FEDERAL SPEC. WW-V-58A, TYPE 1, CLASS 1 CHECK VALVES ARE BALL CHECK VALVE FOR USE IN VERTICAL LINE, CAST IRON BODY WITH RUBBER COVERED IRON BALL WITH METAL SEAL. FOUR INCH DISCHARGE WHICH WILL EXIT WALL AND BE PROVIDED WITH A FLEXIBLE MECHANICAL COUPLING ON EXTERIOR OF STATION. QUICK LIFT ASSEMBLY: INSTALL "QUICK LIFT" SLIDE RAIL MECHANISM IN ACCORDANCE WITH PUMP MAN- UFACTURERS RECOMMENDATIONS TO GUIDE SUBMERSIBLE PUMPS FROM UPPER LEVEL TO ITS OPERATIONAL LOCATION IN THE SUMP BASIN. BASE ELBOW IS CAST IN ACCORDANCE WITH ASTM SPEC. NO A48-64, CLASS 30. ALL PIPE FLANGES SHALL BE FACED AND THE THICKNESS REQUIRED FOR COMPLIANCE WITH 125 LB. AMERICAN STANDARD. BOLT SLOTS ARE ACCEPTABLE IN LIEU OF DRILLED HOLES. BOLT SLOTS IN THE BASE ARE PROVIDED FOR MOUNTING THE ELBOW TO THE CONCRETE FLOOR OR SOLE PLATE. BASE ELBOW IS SPECIFICALLY DESIGNED TO PERMIT THE SLIDE MECHANISM TO LINK UP THE PUMP WITH THE BASE ELBOW. GUIDE RAIL IS CONSTRUCTED FROM GALVANIZED PIPE AND COATED WITH EPOXY TO PREVENT CORROSION AND MAINTAIN A SMOOTH SURFACE FOR THE GUIDE SHOES. THE GUIDE RAIL IS ATTACHED TO THE CURB FRAME OR DOOR FRAME AT THE UPPER LEVEL AND TO THE BASE ELBOW AT THE FLOOR BY AN ATTACHMENT BRACKET, PROPERLY FABRICATED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. TWO TEFLON COATED SHOES ARE TO GUIDE THE PUMP ASSEMBLY DOWN THE GUARD RAIL UNTIL THE SHOES CONTACT THE DISCHARGE ELBOW. A NEOPRENE JAM WASHER SHALL FIT IN THE SLIDE PART TO MINIMIZE LEAKAGE BETWEEN THE PUMP CLEARING AND BASE ELBOW. SLIDE HAS PUMP DISCHARGE BOLTED TO ONE SIDE AND GUIDE SHOES ARE ATTACHED TO THE OTHER SIDE. THE SLIDE IS GUIDED TO ITS DESCENT AND ASCENT BY THE RAIL AND GUIDE SHOES. LIFTING CHAIN OR CABLE SHALL BE INCLUDED. CONTROLS: PANEL SHALL INCLUDE MAIN CIRCUIT BREAKER, MAGNETIC STARTER, THREE LEG AMBIENT COMPENSATED OVERLOAD PROTECTION IN THREE PHASE, AUTOMATIC PUMP ALTERNATOR, PUMP RUNNING LIGHTS, TEST-OFF-AUTO SWITCHES, NEON TYPE MOISTURE SEAL LEAK INDICATING LIGHTS, PROVISION FOR TEMPERATURE SWITCH MOTOR SHUTDOWN, TERMINAL STRIP, AND GROUND BAR. PUMP CONTROL WILL BE DESIGNED TO OPERATE ON AVAILABLE POWER. PANEL WILL BE NEMA (3R) (12) (4X) DESIGNED FOR INDOOR (OUTDOOR) MOUNTING AND EQUIPPED WITH A LOCKING COVER. PUMP RUN ELAPSED TIME METERS SHALL BE INCLUDED FOR EACH PUMP. TIME DELAY RELAYS SHALL BE INCLUDED TO AVOID SIMULTANEOUS STARTING OF BOTH PUMPS. WIRING DIAGRAMS TO BE CONTAINED IN CONTROL PANEL. HIGHWATER ALARM WITH HORN, HORN SILENCING SWITCH AND FLASHING LIGHT TO BE FURNISHED IN A SEPARATE CABINET SUITABLE FOR OUTDOOR (INDOOR) REMOTE MOUNTING. WATER LEVEL FLOAT SWITCHES SHALL ACTIVATE SEWAGE PUMPS IN STATION. SWITCHES SHALL BE POLYURETHANE ENCLOSED MERCURY SWITCH AND DESIGNED SPECIFICALLY FOR SEWAGE PUMPING APPLICATIONS. FS-1 FUNCTIONS AS THE TURN-OFF SWITCH AND IS SET AT THE LOW WATER LEVEL IN THE WET WELL. FS-2 STARTS THE PUMPING CYCLE AND IS SET AT THE NORMAL OPERATION WATER LEVEL. FS-3 BRINGS IN THE SECOND PUMP AND F3-4 ACTIVATES THE HIGH WATER ALARM. FS-5 ACTIVATE A LOW WATER ALARM. JUNCTION BOX SHALL BE OF NEMA 4 X FIBERGLASS CONSTRUCTION, WITH TERMINAL STRIP FOR ALL FLOAT SWITCHES, MOTOR LEADS, AND MOTOR TEMPERATURE SWITCHES. DUPLEX GFI CONVENIENCE OUTLET TO BE INCLUDED IN CONTROL PANEL. THREE COPIES OF OPERATING MANUAL WITH WARRANTIES TO BE FURNISHED TO OWNERS. WARRANTY THE MANUFACTURER SHALL WARRANTY THE STATION AND ALL COMPONENTS FOR A PERIOD OF ONE YEAR FROM STARTUP NOT TO EXCEED 18 MONTHS FROM SHIPMENT, THIS WILL ENSURE SOLE SOURCE RESPONSIBILITY. STARTUP SERVICES WILL BE PROVIDED TO ACTIVATE THE WARRANTY PERIOD HOMA 50 18 ft 3,400 3.1 ---PAGE BREAK--- ARCHITECT PROJECT NAME CLIENT PROJECT TEAM REVISIONS DRAWING TITLE DRAWING INFORMATION DRAWING NUMBER Bargmann Hendrie + Archetype, Inc. 9 Channel Center Street, Suite 300 Boston, MA 02210 [PHONE REDACTED] Tel Copyright BH+A, Inc. DATE OF ISSUE DESCRIPTION SCALE DRAWN BY PROJECT # FILE NAME 1 2 3 4 5 DATE +a bh Forest River Outdoor Recreation & Nature Center City of Salem 93 Washington Street Salem, MA 01970 Structures North 60 Washington Street, Salem MA 01970 [PHONE REDACTED] STRUCTURAL ENGINEER Norian Siani 43 Bradford Street, 3rd Floor Concord, MA 01742 [PHONE REDACTED] MEP/FP ENGINEER Hancock Associates 121 E. Berkeley Street, 4th Floor Boston, MA 02118 [PHONE REDACTED] CIVIL ENGINEER Kyle Zick Landscape Architecture 36 Bromfield Street, Suite 202 Boston, MA 02108 [PHONE REDACTED] LANDSCAPE 32 Clifton Street Salem, MA 01970 HISTORIC CONSULTANT Epsilon Associates 3 Mill & Main Place, Suite 250 Maynard, MA 01754 [PHONE REDACTED] 1" = 30' DTW/AD 22748 22748SP9.dwg 90% Construction Documents October 30, 2020 C-09 DETAILS I O:\Civil 3D Projects\22748 - BH+A - Salem\DWG\22748SP9.dwg FULL DEPTH PAVEMENT SECTION (NOT TO SCALE) CAPE COD BERM EXCAVATION & BACKFILL DETAIL FOR DRAIN AND WATER PIPES SINGLE FACE WOOD GUARD RAIL DETAIL PLAN A A PROFILE SECTION TYPICAL TRENCH DETAIL FOR SEWER FORCE MAIN DROP-IN CONNECTION THRUST BLOCK DETAILS PLAN - HORIZ. & VERT. BEND PLAN - TEE & PLUG TYPICAL SECTION TEES, BENDS & PLUGS TEES & PLUGS BENDS TYPICAL HYDRANT & VALVE PRECAST CONCRETE SEWER MANHOLE GENERAL NOTES: SECTION PLAN ---PAGE BREAK--- ARCHITECT PROJECT NAME CLIENT PROJECT TEAM REVISIONS DRAWING TITLE DRAWING INFORMATION DRAWING NUMBER Bargmann Hendrie + Archetype, Inc. 9 Channel Center Street, Suite 300 Boston, MA 02210 [PHONE REDACTED] Tel Copyright BH+A, Inc. DATE OF ISSUE DESCRIPTION SCALE DRAWN BY PROJECT # FILE NAME 1 2 3 4 5 DATE +a bh Forest River Outdoor Recreation & Nature Center City of Salem 93 Washington Street Salem, MA 01970 Structures North 60 Washington Street, Salem MA 01970 [PHONE REDACTED] STRUCTURAL ENGINEER Norian Siani 43 Bradford Street, 3rd Floor Concord, MA 01742 [PHONE REDACTED] MEP/FP ENGINEER Hancock Associates 121 E. Berkeley Street, 4th Floor Boston, MA 02118 [PHONE REDACTED] CIVIL ENGINEER Kyle Zick Landscape Architecture 36 Bromfield Street, Suite 202 Boston, MA 02108 [PHONE REDACTED] LANDSCAPE 32 Clifton Street Salem, MA 01970 HISTORIC CONSULTANT Epsilon Associates 3 Mill & Main Place, Suite 250 Maynard, MA 01754 [PHONE REDACTED] 1" = 30' DTW/AD 22748 22748SP9.dwg 90% Construction Documents October 30, 2020 C-10 DETAILS II O:\Civil 3D Projects\22748 - BH+A - Salem\DWG\22748SP9.dwg STORMTECH SC-740 ISOLATOR ROW STORMTECH SC-740 INSPECTION PORT DETAIL STORMTECH SC-740 INFILTRATION SYSTEM ELEV.=11.50 ELEV.=12.0 ELEV.=14.50 ELEV.=15.0 8 UNITS - 34.0' WIDE ESHWT: 9.50 F.G. MIN.=17.0± ACCEPTABLE FILL MATERIALS: STORMTECH SC-740 CHAMBER SYSTEMS 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, ANGULAR NO. 4 (AASHTO M43) STONE". 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. MATERIAL LOCATION DESCRIPTION AASHTO MATERIAL CLASSIFICATIONS COMPACTION / DENSITY REQUIREMENT D FINAL FILL: FILL MATERIAL FOR LAYER STARTS FROM THE TOP OF THE LAYER TO THE BOTTOM OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED GRADE ABOVE. NOTE THAT PAVEMENT SUBBASE MAY BE PART OF THE LAYER ANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS. CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS. N/A PREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVED INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND PREPARATION REQUIREMENTS. C INITIAL FILL: FILL MATERIAL FOR LAYER STARTS FROM THE TOP OF THE EMBEDMENT STONE LAYER) TO 18" (450 mm) ABOVE THE TOP OF THE CHAMBER. NOTE THAT PAVEMENT SUBBASE MAY BE A PART OF THE LAYER. GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35% FINES OR PROCESSED AGGREGATE. MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THIS LAYER. AASHTO M145¹ A-1, A-2-4, A-3 OR AASHTO M43¹ 3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9, 10 BEGIN COMPACTIONS AFTER 12" (300 mm) OF MATERIAL OVER THE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN 6" (150 mm) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FOR WELL GRADED MATERIAL AND 95% RELATIVE DENSITY FOR PROCESSED AGGREGATE MATERIALS. ROLLER GROSS VEHICLE WEIGHT NOT TO EXCEED 12,000 lbs (53 kN). DYNAMIC FORCE NOT TO EXCEED 20,000 lbs (89 kN). B EMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS FROM THE FOUNDATION STONE LAYER) TO THE LAYER ABOVE. CLEAN, CRUSHED, ANGULAR STONE AASHTO M43¹ 3, 357, 4, 467, 5, 56, 57 NO COMPACTION REQUIRED. A FOUNDATION STONE: FILL BELOW CHAMBERS FROM THE SUBGRADE UP TO THE FOOT (BOTTOM) OF THE CHAMBER. CLEAN, CRUSHED, ANGULAR STONE AASHTO M43¹ 3, 357, 4, 467, 5, 56, 57 PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE.2,3 STORMTECH CHAMBER SPECIFICATIONS 1. CHAMBERS SHALL BE STORMTECH SC-740 OR SC-310. 2. CHAMBERS SHALL BE MANUFACTURED FROM VIRGIN POLYPROPYLENE OR POLYETHYLENE RESINS. 3. CHAMBER ROWS SHALL PROVIDE CONTINUOUS, UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORT PANELS THAT WOULD IMPEDE FLOW OR LIMIT ACCESS FOR INSPECTION. 4. THE STRUCTURAL DESIGN OF THE CHAMBERS, THE STRUCTURAL BACKFILL, AND THE INSTALLATION REQUIREMENTS SHALL ENSURE THAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12, ARE MET FOR: 1) LONG-DURATION DEAD LOADS AND 2) SHORT-DURATION LIVE LOADS, BASED ON THE AASHTO DESIGN TRUCK WITH CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLE PRESENCES. 5. CHAMBERS SHALL MEET ASTM F2922 (POLYETHYLENE) OR ASTM F2418-16 (POLYPROPYLENE), "STANDARD SPECIFICATION FOR THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 6. CHAMBERS SHALL BE DESIGNED AND ALLOWABLE LOADS DETERMINED IN ACCORDANCE WITH ASTM F2787, "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 7. ONLY CHAMBERS THAT ARE APPROVED BY THE SITE DESIGN ENGINEER WILL BE ALLOWED. THE CHAMBER MANUFACTURER SHALL SUBMIT THE FOLLOWING UPON REQUEST TO THE SITE DESIGN ENGINEER FOR APPROVAL BEFORE DELIVERING CHAMBERS TO THE PROJECT SITE: a. 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 REQUIRED BY ASTM F2787 AND BY AASHTO FOR THERMOPLASTIC PIPE. b. A STRUCTURAL EVALUATION SEALED BY A REGISTERED PROFESSIONAL ENGINEER THAT DEMONSTRATES THAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12, ARE MET. THE 50 YEAR CREEP MODULUS DATA SPECIFIED IN ASTM F2418 OR ASTM F2922 MUST BE USED AS PART OF THE AASHTO STRUCTURAL EVALUATION TO VERIFY LONG-TERM PERFORMANCE. c. STRUCTURAL CROSS SECTION DETAIL ON WHICH THE STRUCTURAL EVALUATION IS BASED. 8. CHAMBERS AND END CAPS SHALL BE PRODUCED AT AN ISO 9001 CERTIFIED MANUFACTURING FACILITY. 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 COMPLETED A PRE-CONSTRUCTION MEETING WITH THE INSTALLERS. 2. STORMTECH SC-310 & SC-740 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE". 3. CHAMBERS ARE NOT TO BE BACKFILLED WITH A DOZER OR AN EXCAVATOR SITUATED OVER THE CHAMBERS. STORMTECH RECOMMENDS 3 BACKFILL METHODS: · STONESHOOTER LOCATED OFF THE CHAMBER BED. · BACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON THE FOUNDATION STONE OR SUBGRADE. · BACKFILL FROM OUTSIDE THE EXCAVATION USING A LONG BOOM HOE OR EXCAVATOR. 4. THE FOUNDATION STONE SHALL BE LEVELED AND COMPACTED PRIOR TO PLACING CHAMBERS. 5. JOINTS BETWEEN CHAMBERS SHALL BE PROPERLY SEATED PRIOR TO PLACING STONE. 6. MAINTAIN MINIMUM - 6" (150 mm) SPACING BETWEEN THE CHAMBER ROWS. 7. EMBEDMENT STONE SURROUNDING CHAMBERS MUST BE A CLEAN, CRUSHED, ANGULAR STONE 3/4-2" (20-50 mm). 8. THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH CHAMBER FOUNDATION MATERIALS BEARING CAPACITIES TO THE SITE DESIGN ENGINEER. 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. NOTES FOR CONSTRUCTION EQUIPMENT 1. STORMTECH SC-310 & SC-740 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE". 2. THE USE OF CONSTRUCTION EQUIPMENT OVER SC-310 & SC-740 CHAMBERS IS LIMITED: · NO EQUIPMENT IS ALLOWED ON BARE CHAMBERS. · NO RUBBER TIRED LOADERS, DUMP TRUCKS, OR EXCAVATORS ARE ALLOWED UNTIL PROPER FILL DEPTHS ARE REACHED IN 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 GUIDE". 3. FULL 36" (900 mm) OF STABILIZED COVER MATERIALS OVER THE CHAMBERS IS REQUIRED FOR DUMP TRUCK TRAVEL OR DUMPING. USE OF A DOZER TO PUSH EMBEDMENT STONE BETWEEN THE ROWS OF CHAMBERS MAY CAUSE DAMAGE TO THE CHAMBERS AND IS NOT AN ACCEPTABLE BACKFILL METHOD. ANY CHAMBERS DAMAGED BY THE "DUMP AND PUSH" METHOD ARE NOT COVERED UNDER THE STORMTECH STANDARD WARRANTY. CONTACT STORMTECH AT 1-[PHONE REDACTED] WITH ANY QUESTIONS ON INSTALLATION REQUIREMENTS OR WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT. THRUST BLOCK DETAILS PLAN - HORIZ. & VERT. BEND PLAN - TEE & PLUG TYPICAL SECTION TEES, BENDS & PLUGS TEES & PLUGS BENDS SECTION SECTION INFILTRATION SYSTEM S5 WEIR OCM PLAN DRAIN MANHOLE JOINT DETAILS BASE DETAILS ALTERNATE TOP SLAB JOINT DETAILS BASE DETAILS CATCH BASIN ALTERNATE TOP SLAB ---PAGE BREAK--- ARCHITECT PROJECT NAME CLIENT PROJECT TEAM REVISIONS DRAWING TITLE DRAWING INFORMATION DRAWING NUMBER Bargmann Hendrie + Archetype, Inc. 9 Channel Center Street, Suite 300 Boston, MA 02210 [PHONE REDACTED] Tel Copyright BH+A, Inc. DATE OF ISSUE DESCRIPTION SCALE DRAWN BY PROJECT # FILE NAME 1 2 3 4 5 DATE +a bh Forest River Outdoor Recreation & Nature Center City of Salem 93 Washington Street Salem, MA 01970 Structures North 60 Washington Street, Salem MA 01970 [PHONE REDACTED] STRUCTURAL ENGINEER Norian Siani 43 Bradford Street, 3rd Floor Concord, MA 01742 [PHONE REDACTED] MEP/FP ENGINEER Hancock Associates 121 E. Berkeley Street, 4th Floor Boston, MA 02118 [PHONE REDACTED] CIVIL ENGINEER Kyle Zick Landscape Architecture 36 Bromfield Street, Suite 202 Boston, MA 02108 [PHONE REDACTED] LANDSCAPE 32 Clifton Street Salem, MA 01970 HISTORIC CONSULTANT Epsilon Associates 3 Mill & Main Place, Suite 250 Maynard, MA 01754 [PHONE REDACTED] 1" = 30' DTW/AD 22748 22748SP9.dwg 90% Construction Documents October 30, 2020 C-11 DETAILS III O:\Civil 3D Projects\22748 - BH+A - Salem\DWG\22748SP9.dwg YARD DRAIN NYLOPLAST 18" DRAIN BASIN WITH SQUARE GRATE STORMCEPTOR 450i B A CONE STYLE REDUCER B A CAP STYLE REDUCER ACTUAL REDUCER MAY BE ASSEMBLED USING MORE PIECES THAN SHOWN. NYLOPLAST DRAIN BASIN REDUCER A A B B PLAN SECTION B-B SECTION A-A FLARED END SECTION AND RIP-RAP POROUS PAVEMENT (NOT TO SCALE) POROUS WALK (NOT TO SCALE) BIORETENTION AREA CONSTRUCTION ACCESS CRUSHED STONE APRON STRAW WATTLES SILK SACK DETAIL SECTION (NOT TO SCALE) CEMENT CONCRETE (AT ADA PARKING) ---PAGE BREAK--- X X T T T M M X X REMOVE EXISTING TENNIS COURTS REMOVE EXISTING PUMP STATION REMOVE EXISTING POOL REMOVE EXISTING TENNIS COURTS POOL HOUSE TO REMAIN ARCHITECT PROJECT NAME CLIENT PROJECT TEAM REVISIONS DRAWING TITLE DRAWING INFORMATION DRAWING NUMBER Bargmann Hendrie + Archetype, Inc. 9 Channel Center Street, Suite 300 Boston, MA 02210 [PHONE REDACTED] Tel Copyright BH+A, Inc. DATE OF ISSUE DESCRIPTION SCALE DRAWN BY PROJECT # FILE NAME 1 2 3 4 5 DATE +a bh Forest River Outdoor Recreation & Nature Center City of Salem 93 Washington Street Salem, MA 01970 Structures North 60 Washington Street, Salem MA 01970 [PHONE REDACTED] STRUCTURAL ENGINEER Norian Siani 43 Bradford Street, 3rd Floor Concord, MA 01742 [PHONE REDACTED] MEP/FP ENGINEER Hancock Associates 121 E. Berkeley Street, 4th Floor Boston, MA 02118 [PHONE REDACTED] CIVIL ENGINEER Kyle Zick Landscape Architecture 36 Bromfield Street, Suite 202 Boston, MA 02108 [PHONE REDACTED] LANDSCAPE 32 Clifton Street Salem, MA 01970 HISTORIC CONSULTANT Epsilon Associates 3 Mill & Main Place, Suite 250 Maynard, MA 01754 [PHONE REDACTED] 1" = 30' DTW/AD 22748 22748SP9.dwg 90% Construction Documents October 30, 2020 C-12 EROSION & SEDIMENT CONTROL PLAN HORIZONTAL GRAPHIC SCALE IN FEET 50 0 25 50 100 HORIZONTAL GRAPHIC SCALE IN FEET 50 0 25 50 100 EXISTING SITE WITH SEDIMENTATION CONTROLS PROPOSED SITE WITH SEDIMENTATION CONTROLS 1" = 50' ---PAGE BREAK--- X X X X X X LAND SUBJECT TO TYP. 17'-6" COASTAL STORM FLOWAGE LAND SUBJECT TO COASTAL STORM FLOWAGE Lifeguard/ First Aid 327 SF Filtration Toilet Storage EXISTING LEDGE TO REMAIN PROJECT SITE BOUNDARY LINE - 3.5 ACRES KIDDIE POOL COMBINATION LAP POOL POOL DECK DROP-OFF AREA STAKED OVERLAPPED COIR LOG INTERPRETIVE SIGNAGE SET STONE STONEDUST INTERPRETIVE SIGNAGE BENCH BY OTHERS BENCHES TO BE INSTALLED BY OTHERS BATHHOUSE COMMUNITY ROOM ENTRY PERVIOUS PAVERS PATIO INTERPRETIVE SIGNAGE MHW 8.77' BITUMINOUS PAVEMENT - PEDESTRIAN BITUMINOUS PAVEMENT - PEDESTRIAN BITUMINOUS PAVEMENT - PEDESTRIAN BITUMINOUS PAVEMENT - PEDESTRIAN PLACED BOULDERS, TYP. PLACED BOULDERS, TYP. GRANITE BLOCKS, SEE ARTISTS PLAN SPRAY HEAD, TYP. PLACED BOULDERS, TYP. TREE PROTECTION FENCING PLACED BOULDERS, TYP. PLACED BOULDERS, TYP. DUMPSTER WITH ENCLOSURE SUPPORT BUILDING PLACED BOULDERS, TYP. STONEDUST ARCHITECT PROJECT NAME CLIENT PROJECT TEAM REVISIONS DRAWING TITLE DRAWING INFORMATION DRAWING NUMBER Bargmann Hendrie + Archetype, Inc. 9 Channel Center Street Boston, MA 02210 [PHONE REDACTED] Tel Copyright BH+A, Inc. DATE OF ISSUE DESCRIPTION SCALE DRAWN BY PROJECT # FILE NAME 1 2 3 4 5 DATE +a bh 3374-Forest River Pool.rvt as indicated RB KZ 3374 October 23, 2020 Pool Site Package Forest River Outdoor Recreation & Nature Center City of Salem 93 Washington Street Salem, MA 01970 Structures North 60 Washington Street, Salem MA 01970 [PHONE REDACTED] STRUCTURAL ENGINEER Norian Siani 43 Bradford Street, 3rd Fl. Concord, MA 01742 [PHONE REDACTED] MEP/FP ENGINEER Hancock Associates 121 E. Berkeley Street, 4th Floor Boston, MA 02118 [PHONE REDACTED] CIVIL ENGINEER Kyle Zick Landscape Architecture 36 Bromfield Street, Suite 202 Boston, MA 02108 [PHONE REDACTED] LANDSCAPE 32 Clifton Street Salem, MA 01970 Epsilon Associates 3 Mill & Main Place, Suite 250 [PHONE REDACTED] HISTORIC CONSULTANT Maynard, MA 01754 L101 LANDSCAPE LAYOUT & MATERIALS PLAN SCALE: 1" = 20' 0 20' 40' 5 L103 5 L103 5 L103 9 L104 2 L103 1 L103 1 L103 1 L103 1 L103 4 L103 L103 4 L103 4 L103 4 L103 3 L103 4 L103 3 7 L103 6 L103 ---PAGE BREAK--- X X X X X X 1 2 3 A 4 B C A B B A B B C C A B B B A B C C A D D E F F G E G F E F F E F G E G J H J Lifeguard/ First Aid 327 SF Filtration Toilet Storage LOAM AND SEED. SEED MIX #1 EXISTING SPARTINA ALTERNIFLORA EXISTING SPARTINA ALTERNIFLORA 30" DBH OAK TO REMAIN 30" DBH OAK TO REMAIN 22" NORWAY MAPLE TO BE REMOVED STUMP TO BE REMOVED QB AR QB QB AR AR AR AR AR NS NS NS QB QB BIRCH CLUMP TO REMAIN 8" TREE TO REMAIN EXISTING OAK TO REMAIN AC IG AC NS AC BP BP 22" OAK TO REMAIN ASH TO REMAIN 20" DBH PINE TO BE REMOVED 24" DBH PINE TO BE REMOVED 5" TREE TO REMAIN 29" NORWAY MAPLE TO BE REMOVED 29" NORWAY MAPLE TO BE REMOVED 20" NORWAY MAPLE TO BE REMOVED BP JV PR REMOVE VEGETATION TO EXPOSE LEDGE. INTERPRETIVE SIGNAGE WILL EDUCATE ON GEOLOGICAL FORMATIONS AR LOAM AND SEED. SEED MIX #1 SEED MIX #2 AR RAIN GARDEN - SEED MIX #2 RAIN GARDEN- SEED MIX #2 RAIN GARDEN- SEED MIX #2 RAIN GARDEN- SEED MIX #2 RAIN GARDEN- SEED MIX #2 SELECTIVE VEGETATION PRUNING TO OPEN VISTA SEED MIX #2 IG SELECTIVE VEGETATION REMOVAL QB SEED MIX #2 SEED MIX #2 LOAM AND SEED LOAM AND SEED. SEED MIX #1 RAIN GARDEN- SEED MIX #2 IG HIGH MARSH COASTAL BANK TREE PROTECTION FENCING AM AM PM PM AU AU AU AM PM IG AU IG AM PM AM AM AM IG IG AM EXTENT OF 18" LOAMY SAND FOR COASTAL PLANTINGS RAIN GARDEN - SEED MIX #2 EXTENT OF RAIN GARDEN SOIL MIX EXTENT OF RAIN GARDEN SOIL MIX EXTENT OF RAIN GARDEN SOIL MIX ARCHITECT PROJECT NAME CLIENT PROJECT TEAM REVISIONS DRAWING TITLE DRAWING INFORMATION DRAWING NUMBER Bargmann Hendrie + Archetype, Inc. 9 Channel Center Street Boston, MA 02210 [PHONE REDACTED] Tel Copyright BH+A, Inc. DATE OF ISSUE DESCRIPTION SCALE DRAWN BY PROJECT # FILE NAME 1 2 3 4 5 DATE +a bh 3374-Forest River Pool.rvt as indicated RB KZ 3374 October 23, 2020 Pool Site Package Forest River Outdoor Recreation & Nature Center City of Salem 93 Washington Street Salem, MA 01970 Structures North 60 Washington Street, Salem MA 01970 [PHONE REDACTED] STRUCTURAL ENGINEER Norian Siani 43 Bradford Street, 3rd Fl. Concord, MA 01742 [PHONE REDACTED] MEP/FP ENGINEER Hancock Associates 121 E. Berkeley Street, 4th Floor Boston, MA 02118 [PHONE REDACTED] CIVIL ENGINEER Kyle Zick Landscape Architecture 36 Bromfield Street, Suite 202 Boston, MA 02108 [PHONE REDACTED] LANDSCAPE 32 Clifton Street Salem, MA 01970 Epsilon Associates 3 Mill & Main Place, Suite 250 [PHONE REDACTED] HISTORIC CONSULTANT Maynard, MA 01754 L102 PLANTING PLAN SCALE: 1" = 20' 0 20' 40' LAWN SEED LEGEND HIGH MARSH RAIN GARDEN SEED MIX COASTAL BANK L104 6 L104 5 L104 6 L104 1 L104 2 L104 1 7 L104 7 L104 7 L104 7 L104 L104 7 L104 7 L104 4 4 L104 4 L104 4 L104 7 L104 4 L104 4 L104 4 L104 ---PAGE BREAK--- ARCHITECT PROJECT NAME CLIENT PROJECT TEAM REVISIONS DRAWING TITLE DRAWING INFORMATION DRAWING NUMBER Bargmann Hendrie + Archetype, Inc. 9 Channel Center Street Boston, MA 02210 [PHONE REDACTED] Tel Copyright BH+A, Inc. DATE OF ISSUE DESCRIPTION SCALE DRAWN BY PROJECT # FILE NAME 1 2 3 4 5 DATE +a bh 3374-Forest River Pool.rvt as indicated RB KZ 3374 October 30, 2020 90% Construction Documents Forest River Outdoor Recreation & Nature Center City of Salem 93 Washington Street Salem, MA 01970 Structures North 60 Washington Street, Salem MA 01970 [PHONE REDACTED] STRUCTURAL ENGINEER Norian Siani 43 Bradford Street, 3rd Fl. Concord, MA 01742 [PHONE REDACTED] MEP/FP ENGINEER Hancock Associates 121 E. Berkeley Street, 4th Floor Boston, MA 02118 [PHONE REDACTED] CIVIL ENGINEER Kyle Zick Landscape Architecture 36 Bromfield Street, Suite 202 Boston, MA 02108 [PHONE REDACTED] LANDSCAPE 32 Clifton Street Salem, MA 01970 Epsilon Associates 3 Mill & Main Place, Suite 250 [PHONE REDACTED] HISTORIC CONSULTANT Maynard, MA 01754 L103 LANDSCAPE DETAILS PERVIOUS PAVERS 2 INTERPRETIVE SIGN 5 BIT. CONC.PAVEMENT - PEDESTRIAN PATH 1 PLACED BOULDER 4 STONE DUST 3 DUMPSTER ENCLOSURE 6 SET STONE 7 ---PAGE BREAK--- ARCHITECT PROJECT NAME CLIENT PROJECT TEAM REVISIONS DRAWING TITLE DRAWING INFORMATION DRAWING NUMBER Bargmann Hendrie + Archetype, Inc. 9 Channel Center Street Boston, MA 02210 [PHONE REDACTED] Tel Copyright BH+A, Inc. DATE OF ISSUE DESCRIPTION SCALE DRAWN BY PROJECT # FILE NAME 1 2 3 4 5 DATE +a bh 3374-Forest River Pool.rvt as indicated RB KZ 3374 October 30, 2020 90% Construction Documents Forest River Outdoor Recreation & Nature Center City of Salem 93 Washington Street Salem, MA 01970 Structures North 60 Washington Street, Salem MA 01970 [PHONE REDACTED] STRUCTURAL ENGINEER Norian Siani 43 Bradford Street, 3rd Fl. Concord, MA 01742 [PHONE REDACTED] MEP/FP ENGINEER Hancock Associates 121 E. Berkeley Street, 4th Floor Boston, MA 02118 [PHONE REDACTED] CIVIL ENGINEER Kyle Zick Landscape Architecture 36 Bromfield Street, Suite 202 Boston, MA 02108 [PHONE REDACTED] LANDSCAPE 32 Clifton Street Salem, MA 01970 Epsilon Associates 3 Mill & Main Place, Suite 250 [PHONE REDACTED] HISTORIC CONSULTANT Maynard, MA 01754 L104 LANDSCAPE DETAILS AQUATIC PLUG PLANTING 1 PERENNIAL PLANTING 2 SHRUB PLANTING 3 RAINGARDEN 4 EVERGREEN TREE 5 DECIDUOUS TREE 6 LOAM AND SEED 7 TREE PLANTING ON SLOPE 8 COIR LOG 9 ---PAGE BREAK--- A401 1 GWB H OR HVAC F.O. FD GYPSUM WALL BOARD HEATING, VENTILATING, AND AIR CONDITIONING FACE OF FLOOR DRAIN EL OR ELEVATION COL CMU CJ CONTROL JOINT CENTERLINE CONCRETE MASONRY UNIT COLUMN B.O. CH CEILING HEIGHT BOTTOM OF ACT AFF ADA AMERICANS W/ DISABILITIES ACT ABOVE FINISHED FLOOR ACOUSTICAL CEILING TILE W/O WITHOUT W/ VIF WITH VERIFY IN FIELD UNLESS NOTED OTHERWISE TYP UNO T.O. TYPICAL TOP OF RO SIM RD ROUGH OPENING SIMILAR ROOF DRAIN PAINTED PTD OD OUTSIDE DIAMETER MECHANICAL ELECTRICAL PLUMBING NTS NOT TO SCALE MISC MIN MECH MEP MISCELLANEOUS MINIMUM MECHANICAL MO MASONRY OPENING A B B R E V I A T I O N S EQ EQUAL HM HOLLOW METAL PARTITION TAG KEY: S601 PARTITION TYPE NUMBER CONSTRUCTION TYPE W = WOOD M = MASONRY S = STEEL (LIGHT GAUGE METAL STUD) STRUCTURAL WIDTH 6 = 2X6 WOOD OR 6" METAL FRAMING FIRE RATING 0 = NO RATING 1 = 1 HOUR 2 = 2 HOUR INSTANCE CEILING, WHERE SCHEDULED WALL BASE AS SCHEDULED HEAD HORIZONTAL SECTION SILL FLOORING. REFER TO FINISH PLAN UNDERSIDE OF DECK SEALANT AT CEILING JOINT, TYP. STEEL REINFORCING IN GROUTED CORES, SEE STRUCTURAL DRAWINGS FOR SIZE AND SPACING NOMINAL 4 X 8 X 16 CONCRETE BLOCK NOMINAL 6 X 8 X 16 CONCRETE BLOCK, PAINTED EACH SIDE 5 5/8" CEILING, WHERE SCHEDULED WALL BASE AS SCHEDULED HEAD HORIZONTAL SECTION SILL FLOORING. REFER TO FINISH PLAN UNDERSIDE OF DECK SEALANT AT CEILING JOINT, TYP. STEEL REINFORCING IN GROUTED CORES, SEE STRUCTURAL DRAWINGS FOR SIZE AND SPACING NOMINAL 8 X 8 X 16 CONCRETE BLOCK NOMINAL 8 X 8 X 16 CONCRETE BLOCK, PAINTED EACH SIDE 7 5/8" CEILING, WHERE SCHEDULED WALL BASE AS SCHEDULED HEAD HORIZONTAL SECTION SILL FLOORING. REFER TO FINISH PLAN UNDERSIDE OF DECK STEEL REINFORCING IN GROUTED CORES, SEE STRUCTURAL DRAWINGS FOR SIZE AND SPACING NOMINAL 8 X 8 X 16 CONCRETE BLOCK, PAINTED 6" AIR SPACE NOMINAL 4 X 8 X 16 CONCRETE BLOCK, PAINTED 1' - 5 1/4" ARCHITECT PROJECT NAME CLIENT PROJECT TEAM REVISIONS DRAWING TITLE DRAWING INFORMATION DRAWING NUMBER Bargmann Hendrie + Archetype, Inc. 9 Channel Center Street, Suite 300 Boston, MA 02210 [PHONE REDACTED] Tel Copyright BH+A, Inc. DATE OF ISSUE DESCRIPTION SCALE DRAWN BY PROJECT # FILE NAME 1 2 3 4 5 DATE +a bh 3374-Forest River.rvt As indicated C:\Local Revit\3374-Forest River Pool_Bathhouse_R20_ClaraCastro6.rvt 10/27/2020 4:13:03 PM A001 SYMBOLS, ABBREVIATIONS, PARTITION TYPES AND DETAIL rmw 3374 October 30, 2020 90% Construction Documents Forest River Outdoor Recreation & Nature Center City of Salem 93 Washington Street Salem, MA 01970 Structures North 60 Washington Street, Salem MA 01970 [PHONE REDACTED] STRUCTURAL ENGINEER Norian Siani 43 Bradford Street, 3rd Floor Concord, MA 01742 [PHONE REDACTED] MEP/FP ENGINEER Hancock Associates 121 E. Berkeley Street, 4th Floor Boston, MA 02118 [PHONE REDACTED] CIVIL ENGINEER Kyle Zick Landscape Architecture 36 Bromfield Street, Suite 202 Boston, MA 02108 [PHONE REDACTED] LANDSCAPE rmw 32 Clifton Street Salem, MA 01970 HISTORIC CONSULTANT Epsilon Associates 3 Mill & Main Place, Suite 250 Maynard, MA 01754 [PHONE REDACTED] WALL DETAILS PARTITION TYPES DECK EL. 1000 OFFICE +12'-5" EXTERIOR ELEVATION KEY: BUILDING SECTION KEY: DETAIL PLAN KEY: ELEVATION MARK: ROOM NAME KEY: ALIGN KEY: PARTITION TYPE KEY: DETAIL SECTION KEY: DOOR KEY: 3 A201 NUM PARTITION TYPE NUMBER ALIGN FINISHED FACES AS INDICATED ROOM NUMBER ROOM NAME S Y M B O L S DOOR IDENTIFICATION NO. EXISTING DOOR TO REMAIN RELATIVE LOCATION ELEVATION HEIGHT SHEET NUMBER DRAWING NUMBER SHEET NUMBER DRAWING NUMBER DRAWING NUMBER SHEET NUMBER INTERIOR ELEVATION KEY: DRAWING NUMBER SHEET NUMBER SHEET NUMBER DRAWING NUMBER 1 1/2" = 1'-0" 1 6" MASONARY WALL 1 1/2" = 1'-0" 2 8" MASONARY WALL 1 1/2" = 1'-0" 3 18" MASONARY WALL ---PAGE BREAK--- TRAVEL DISTANCE TO EXIT: 60' TRAVEL DISTANCE TO EXIT: 50' TRAVEL DISTANCE TO EXIT: 30' TRAVEL DISTANCE TO EXIT: 75' TRAVEL DISTANCE TO EXIT: 75' 1 2 3 A 4 B C TRAVEL DISTANCE TO EXIT: 24' TRAVEL DISTANCE TO EXIT: 30' FILTRATION 320 SF TOILET 68 SF STORAGE 44 SF LIFEGUARD 127 SF FIRST AID 100 SF PROJECT SITE CODE REVIEW 1. APPLICABLE CODES Building: 780 CMR Massachusetts Building Code, 9th Edition (International Building Code 2015, amended) (2015 International Existing Building Code, amended) Fire: 527 CMR 1.00: Massachusetts Comprehensive Fire Code (2015 NFPA-1, amended) Accessibility: 521 CMR: Massachusetts Architectural Access Board Regulations ADA: Americans with Disabilities Act (2010 ADAAG) Electrical: 527 CMR 12.00: Massachusetts Electrical Code (2017 National Electrical Code, amended) Mechanical: 2015 International Mechanical Code Plumbing: 248 CMR: Massachusetts Plumbing Code (2017) 2. BUILDING DATA BATHHOUSE: 4,285 SF Existing + 915 SF Proposed Addition = 5,200 SF PROPOSED SUPPORT BUILDING: 810 SF 3. USE & OCCUPANCY CLASSIFICATION Existing Occupancy: Group A-3 (Assembly), Group B (Business, Assembly<50) Accessory Storage and Utility Spaces Proposed Occupancy: Same 4. CONSTRUCTION TYPE Existing Construction Type: Type VB Proposed Construction Type: Same 5. ALLOWABLE HEIGHT AND BUILDING AREAS HEIGHT STORY AREA ALLOWABLE 40 FT 1 6,000 SF (TABLE 504.3, 504.4, and 506.2) PROPOSED BATHHOUSE 19 FT 1 5,200 SF PROPOSED SIUPPORT 14 FT 1 810 SF BUILDING 6. FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (TABLE 601) STRUCTURAL FRAME 0 HR BEARING WALL EXTERIOR 0 HR INTERIOR 0 HR NON-BEARING WALLS AND PARTITIONS EXTERIOR 0 HR (TABLE 602) INTERIOR 0 HR FLOOR CONSTRUCTION 0 HR ROOF CONSTRUCTION 0 HR CODE REVIEW (CONTINUED) 7. FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED UPON FIRE SEPARATION DISTANCE (TABLE 705.8) The unprotected non-sprinklered values for the allowable percentage of openings are as follows: 8. PORTABLE FIRE EXTINGUISHERS (Section 906) PROVIDED PER INTERNATIONAL FIRE CODE. 9. OCCUPANT LOAD (TABLE 1004.1.2) SPACE Floor Area (sqft) Occupant Load Factor (sqft/occ) Occupant Load BATHHOUSE TOTAL OCCUPANT LOAD 70 SUPPORT BUILDING TOTAL OCCUPANT LOAD 5 10. EGRESS WIDTH PER OCCUPANT SERVED (SECTION 1005.3.2) EGRESS COMPONENTS 0.2” PER OCCUPANT 11. EXIT ACCESS TRAVEL DISTANCE WITHOUT SPRINKLER SYSTEM = 200 FT (TABLE 1017.2) 12. CORRIDOR FIRE-RESISTANCE RATING (TABLE 1020.1) = 1 HR 13. MINIMUM NUMBER OF EXITS (TABLE 1006.2.1, TABLE 1006.3.2(2), SECTIONS 1006.3.1, 1006.3.2) BUILDING OCCUPANT LOAD REQUIRED NUMBER OF EXITS PROVIDED NUMBER OF EXITS Bathhouse 70 2 2 Support Building 5 1 1 CODE REVIEW (CONTINUED) Fire Separation Distance Maximum Allowable % of Openings 0 to < 3 ft 3 to < 5 ft 5 to < 10 ft 10 to < 15 ft 15 to < 20 ft 20 to < 25 ft 25 to < 30 ft 30 ft or greater Not Permitted Not Permitted Max 10% Max 15% Max 25% Max 45% Max 75% No Limit Concession Storage Controller Vestibule Corridor Lobby Community Room 469 SF 94 SF 193 SF 196 SF 425 SF 400 SF 733 SF 200 SF gross 300 SF 100 SF 100 SF 100 SF 50 SF 15 SF 3 1 2 2 5 8 49 Lifeguard First Aid Storage 131 SF 102 SF 45 SF 100 SF 100 SF 300 SF 2 2 1 Number of Exits: Based on the calculated occupant load, the following minimum number of exits is required: Number of Exits (780 CMR 1006.2.1 and Table 1006.3.1) Space Occupant Load Required Number of Exits Number of Exits Provided BATHHOUSE Community Room Other Occupied Spaces SUPPORT BUILDING 49 21 5 2 1 1 2 1 1 Analysis: The spaces have an adequate number of exits. Exit Capacity (780 CMR 1005.0) Space Occupant Load Exit Allowance (in/person) Total Exit Capacity Provided (persons) Status Bathhouse 70 0.20 (door) Support Building 5 0.20 (door) 36" door leaf provides 32" door width / 0.20 = 160 36" door leaf provides 32" door width / 0.20 = 160 Compliant Compliant Total from building = 320 36" door leaf provides 32" door width / 0.20 = 160 Total from building = 160 Analysis: The spaces have an adequate exit capacity for the calculated occupant load. 14. FIXTURE COUNT FOR POOLS TOTAL POOL AREA 7,170 SF Pool Surface Area Square Feet Bathers Main Pool Total SF 4,910 SF Greater than 5'-0" deep 1,134 SF 57 Less than 5'-0" deep 3,776 SF 252 Kiddie Pool Total SF 2,260 SF Less than 5'-0" deep 2,260 SF 151 Total Bathers 460 Required and Provided Number of Fixtures: Toilets - 1 per 40 bathers 6 men, 6 women Lavatories - 1 per 60 bathers 4 men, 4 women Showers - 1 per 40 bathers 6 men, 6 women 15. FIXTURE COUNT FOR BATHHOUSE Assembly A-3 Occupancy: Community Room, Controller, Concession Total Occupancy: 60 Required and Provided Number of Fixtures: Toilets - 1 per 100 Men, 1 per 50 Women 1 men, 1 women Lavatories - 1 per 200 Men, 1 per 200 Women 1 men, 1 women ARCHITECT PROJECT NAME CLIENT PROJECT TEAM REVISIONS DRAWING TITLE DRAWING INFORMATION DRAWING NUMBER Bargmann Hendrie + Archetype, Inc. 9 Channel Center Street, Suite 300 Boston, MA 02210 [PHONE REDACTED] Tel Copyright BH+A, Inc. DATE OF ISSUE DESCRIPTION SCALE DRAWN BY PROJECT # FILE NAME 1 2 3 4 5 DATE +a bh 3374-Forest River.rvt As indicated C:\Local Revit\3374-Forest River Pool_Bathhouse_R20_ClaraCastro6.rvt 10/27/2020 4:14:26 PM A002 CODE REVIEW AND EGRESS PLANS TB 3374 October 30, 2020 90% Construction Documents Forest River Outdoor Recreation & Nature Center City of Salem 93 Washington Street Salem, MA 01970 Structures North 60 Washington Street, Salem MA 01970 [PHONE REDACTED] STRUCTURAL ENGINEER Norian Siani 43 Bradford Street, 3rd Floor Concord, MA 01742 [PHONE REDACTED] MEP/FP ENGINEER Hancock Associates 121 E. Berkeley Street, 4th Floor Boston, MA 02118 [PHONE REDACTED] CIVIL ENGINEER Kyle Zick Landscape Architecture 36 Bromfield Street, Suite 202 Boston, MA 02108 [PHONE REDACTED] LANDSCAPE TB 32 Clifton Street Salem, MA 01970 HISTORIC CONSULTANT Epsilon Associates 3 Mill & Main Place, Suite 250 Maynard, MA 01754 [PHONE REDACTED] 1/8" = 1'-0" 1 BATHHOUSE EGRESS PLAN 3/16" = 1'-0" 2 SUPPORT BUILDING EGRESS PLAN LOCATION MAP VICINITY MAP N.T.S. ---PAGE BREAK--- ARCHITECT PROJECT NAME CLIENT PROJECT TEAM REVISIONS DRAWING TITLE DRAWING INFORMATION DRAWING NUMBER Bargmann Hendrie + Archetype, Inc. 9 Channel Center Street Boston, MA 02210 [PHONE REDACTED] Tel Copyright BH+A, Inc. DATE OF ISSUE DESCRIPTION SCALE DRAWN BY PROJECT # FILE NAME 1 2 3 4 5 DATE +a bh 3374-Forest River.rvt 3/4" = 1'-0" C:\Local Revit\3374-Forest River Pool_Site Model_R20_ClaraCastro6.rvt 11/2/2020 1:30:54 PM EX-1 ORIGINAL POOL DEMO DRAWING JS 3374 October 30, 2020 90% Construction Documents Forest River Outdoor Recreation & Nature Center City of Salem 93 Washington Street Salem, MA 01970 Structures North 60 Washington Street, Salem MA 01970 [PHONE REDACTED] STRUCTURAL ENGINEER Norian Siani 43 Bradford Street, 3rd Floor Concord, MA 01742 [PHONE REDACTED] MEP/FP ENGINEER Hancock Associates 121 E. Berkeley Street, 4th Floor Boston, MA 02118 [PHONE REDACTED] CIVIL ENGINEER Kyle Zick Landscape Architecture 36 Bromfield Street, Suite 202 Boston, MA 02108 [PHONE REDACTED] LANDSCAPE JS 32 Clifton Street Salem, MA 01970 HISTORIC CONSULTANT Epsilon Associates 3 Mill & Main Place, Suite 250 Maynard, MA 01754 [PHONE REDACTED] INFORMATION AVAILABLE TO BIDDERS/CONTRACTORS THIS DRAWING IS A COPY OF A CONSTRUCTION DOCUMENT FROM THE EXISTING POOL COMPLEX CONSTRUCTION 1971 THIS DRAWING DOES NOT CONSTITUTE AN AS-BUILT DRAWING. EXISTING CONDITIONS ENCOUNTERED IN THE FIELD MAY DIFFER FROM THOSE SHOWN. THESE DRAWINGS HAVE BEEN USED BY THE ARCHITECT AND ENGINEER TO PREPARE THE CONTRACT DOCUMENTS AND HAVE BEEN INCLUDED FOR THE CONVIENCE OF THE BIDDER/CONTRACTOR. INCLUSION OF THESE DRAWINGS DOES NOT RELIEVE THE BIDDERS/CONTRACTORS FROM PERFORMING THEIR OWN INVESTIGATION TO DETERMINE ACCURACY OF THE INFORMATION AS DEFINED IN THE BIDDING AND CONTRACT DOCUMENTS - ORIGINAL POOL DEMO DRAWING EX-1 ---PAGE BREAK--- ARCHITECT PROJECT NAME CLIENT PROJECT TEAM REVISIONS DRAWING TITLE DRAWING INFORMATION DRAWING NUMBER Bargmann Hendrie + Archetype, Inc. 9 Channel Center Street Boston, MA 02210 [PHONE REDACTED] Tel Copyright BH+A, Inc. DATE OF ISSUE DESCRIPTION SCALE DRAWN BY PROJECT # FILE NAME 1 2 3 4 5 DATE +a bh 3374-Forest River.rvt 3/4" = 1'-0" C:\Local Revit\3374-Forest River Pool_Site Model_R20_ClaraCastro6.rvt 11/2/2020 1:30:54 PM EX-2 ORIGINAL POOL PLANS JS 3374 October 30, 2020 90% Construction Documents Forest River Outdoor Recreation & Nature Center City of Salem 93 Washington Street Salem, MA 01970 Structures North 60 Washington Street, Salem MA 01970 [PHONE REDACTED] STRUCTURAL ENGINEER Norian Siani 43 Bradford Street, 3rd Floor Concord, MA 01742 [PHONE REDACTED] MEP/FP ENGINEER Hancock Associates 121 E. Berkeley Street, 4th Floor Boston, MA 02118 [PHONE REDACTED] CIVIL ENGINEER Kyle Zick Landscape Architecture 36 Bromfield Street, Suite 202 Boston, MA 02108 [PHONE REDACTED] LANDSCAPE JS 32 Clifton Street Salem, MA 01970 HISTORIC CONSULTANT Epsilon Associates 3 Mill & Main Place, Suite 250 Maynard, MA 01754 [PHONE REDACTED] INFORMATION AVAILABLE TO BIDDERS/CONTRACTORS THIS DRAWING IS A COPY OF A CONSTRUCTION DOCUMENT FROM THE EXISTING POOL COMPLEX CONSTRUCTION 1971 THIS DRAWING DOES NOT CONSTITUTE AN AS-BUILT DRAWING. EXISTING CONDITIONS ENCOUNTERED IN THE FIELD MAY DIFFER FROM THOSE SHOWN. THESE DRAWINGS HAVE BEEN USED BY THE ARCHITECT AND ENGINEER TO PREPARE THE CONTRACT DOCUMENTS AND HAVE BEEN INCLUDED FOR THE CONVIENCE OF THE BIDDER/CONTRACTOR. INCLUSION OF THESE DRAWINGS DOES NOT RELIEVE THE BIDDERS/CONTRACTORS FROM PERFORMING THEIR OWN INVESTIGATION TO DETERMINE ACCURACY OF THE INFORMATION AS DEFINED IN THE BIDDING AND CONTRACT DOCUMENTS - ORIGINAL POOL PLANS EX-2 ---PAGE BREAK--- ARCHITECT PROJECT NAME CLIENT PROJECT TEAM REVISIONS DRAWING TITLE DRAWING INFORMATION DRAWING NUMBER Bargmann Hendrie + Archetype, Inc. 9 Channel Center Street Boston, MA 02210 [PHONE REDACTED] Tel Copyright BH+A, Inc. DATE OF ISSUE DESCRIPTION SCALE DRAWN BY PROJECT # FILE NAME 1 2 3 4 5 DATE +a bh 3374-Forest River.rvt 3/4" = 1'-0" C:\Local Revit\3374-Forest River Pool_Site Model_R20_ClaraCastro6.rvt 11/2/2020 1:30:55 PM EX-3 ORIGINAL POOL SECTIONS / DETAILS JS 3374 October 30, 2020 90% Construction Documents Forest River Outdoor Recreation & Nature Center City of Salem 93 Washington Street Salem, MA 01970 Structures North 60 Washington Street, Salem MA 01970 [PHONE REDACTED] STRUCTURAL ENGINEER Norian Siani 43 Bradford Street, 3rd Floor Concord, MA 01742 [PHONE REDACTED] MEP/FP ENGINEER Hancock Associates 121 E. Berkeley Street, 4th Floor Boston, MA 02118 [PHONE REDACTED] CIVIL ENGINEER Kyle Zick Landscape Architecture 36 Bromfield Street, Suite 202 Boston, MA 02108 [PHONE REDACTED] LANDSCAPE JS 32 Clifton Street Salem, MA 01970 HISTORIC CONSULTANT Epsilon Associates 3 Mill & Main Place, Suite 250 Maynard, MA 01754 [PHONE REDACTED] INFORMATION AVAILABLE TO BIDDERS/CONTRACTORS THIS DRAWING IS A COPY OF A CONSTRUCTION DOCUMENT FROM THE EXISTING POOL COMPLEX CONSTRUCTION 1971 THIS DRAWING DOES NOT CONSTITUTE AN AS-BUILT DRAWING. EXISTING CONDITIONS ENCOUNTERED IN THE FIELD MAY DIFFER FROM THOSE SHOWN. THESE DRAWINGS HAVE BEEN USED BY THE ARCHITECT AND ENGINEER TO PREPARE THE CONTRACT DOCUMENTS AND HAVE BEEN INCLUDED FOR THE CONVIENCE OF THE BIDDER/CONTRACTOR. INCLUSION OF THESE DRAWINGS DOES NOT RELIEVE THE BIDDERS/CONTRACTORS FROM PERFORMING THEIR OWN INVESTIGATION TO DETERMINE ACCURACY OF THE INFORMATION AS DEFINED IN THE BIDDING AND CONTRACT DOCUMENTS - ORIGINAL POOL SECTIONS/DETAILS EX-3 ---PAGE BREAK--- ARCHITECT PROJECT NAME CLIENT PROJECT TEAM REVISIONS DRAWING TITLE DRAWING INFORMATION DRAWING NUMBER Bargmann Hendrie + Archetype, Inc. 9 Channel Center Street Boston, MA 02210 [PHONE REDACTED] Tel Copyright BH+A, Inc. DATE OF ISSUE DESCRIPTION SCALE DRAWN BY PROJECT # FILE NAME 1 2 3 4 5 DATE +a bh 3374-Forest River.rvt 3/4" = 1'-0" C:\Local Revit\3374-Forest River Pool_Site Model_R20_ClaraCastro6.rvt 11/2/2020 1:30:56 PM EX-4 ORIGINAL POOL DRAINAGE JS 3374 October 30, 2020 90% Construction Documents Forest River Outdoor Recreation & Nature Center City of Salem 93 Washington Street Salem, MA 01970 Structures North 60 Washington Street, Salem MA 01970 [PHONE REDACTED] STRUCTURAL ENGINEER Norian Siani 43 Bradford Street, 3rd Floor Concord, MA 01742 [PHONE REDACTED] MEP/FP ENGINEER Hancock Associates 121 E. Berkeley Street, 4th Floor Boston, MA 02118 [PHONE REDACTED] CIVIL ENGINEER Kyle Zick Landscape Architecture 36 Bromfield Street, Suite 202 Boston, MA 02108 [PHONE REDACTED] LANDSCAPE JS 32 Clifton Street Salem, MA 01970 HISTORIC CONSULTANT Epsilon Associates 3 Mill & Main Place, Suite 250 Maynard, MA 01754 [PHONE REDACTED] INFORMATION AVAILABLE TO BIDDERS/CONTRACTORS THIS DRAWING IS A COPY OF A CONSTRUCTION DOCUMENT FROM THE EXISTING POOL COMPLEX CONSTRUCTION 1971 THIS DRAWING DOES NOT CONSTITUTE AN AS-BUILT DRAWING. EXISTING CONDITIONS ENCOUNTERED IN THE FIELD MAY DIFFER FROM THOSE SHOWN. THESE DRAWINGS HAVE BEEN USED BY THE ARCHITECT AND ENGINEER TO PREPARE THE CONTRACT DOCUMENTS AND HAVE BEEN INCLUDED FOR THE CONVIENCE OF THE BIDDER/CONTRACTOR. INCLUSION OF THESE DRAWINGS DOES NOT RELIEVE THE BIDDERS/CONTRACTORS FROM PERFORMING THEIR OWN INVESTIGATION TO DETERMINE ACCURACY OF THE INFORMATION AS DEFINED IN THE BIDDING AND CONTRACT DOCUMENTS - ORIGINAL POOL DRAINAGE EX-4 ---PAGE BREAK--- ARCHITECT PROJECT NAME CLIENT PROJECT TEAM REVISIONS DRAWING TITLE DRAWING INFORMATION DRAWING NUMBER Bargmann Hendrie + Archetype, Inc. 9 Channel Center Street Boston, MA 02210 [PHONE REDACTED] Tel Copyright BH+A, Inc. DATE OF ISSUE DESCRIPTION SCALE DRAWN BY PROJECT # FILE NAME 1 2 3 4 5 DATE +a bh 3374-Forest River.rvt 3/4" = 1'-0" C:\Local Revit\3374-Forest River Pool_Site Model_R20_ClaraCastro6.rvt 11/2/2020 1:30:57 PM EX-5 ORIGINAL BATHHOUSE PLAN JS 3374 October 30, 2020 90% Construction Documents Forest River Outdoor Recreation & Nature Center City of Salem 93 Washington Street Salem, MA 01970 Structures North 60 Washington Street, Salem MA 01970 [PHONE REDACTED] STRUCTURAL ENGINEER Norian Siani 43 Bradford Street, 3rd Floor Concord, MA 01742 [PHONE REDACTED] MEP/FP ENGINEER Hancock Associates 121 E. Berkeley Street, 4th Floor Boston, MA 02118 [PHONE REDACTED] CIVIL ENGINEER Kyle Zick Landscape Architecture 36 Bromfield Street, Suite 202 Boston, MA 02108 [PHONE REDACTED] LANDSCAPE JS 32 Clifton Street Salem, MA 01970 HISTORIC CONSULTANT Epsilon Associates 3 Mill & Main Place, Suite 250 Maynard, MA 01754 [PHONE REDACTED] INFORMATION AVAILABLE TO BIDDERS/CONTRACTORS THIS DRAWING IS A COPY OF A CONSTRUCTION DOCUMENT FROM THE EXISTING POOL COMPLEX CONSTRUCTION 1971 THIS DRAWING DOES NOT CONSTITUTE AN AS-BUILT DRAWING. EXISTING CONDITIONS ENCOUNTERED IN THE FIELD MAY DIFFER FROM THOSE SHOWN. THESE DRAWINGS HAVE BEEN USED BY THE ARCHITECT AND ENGINEER TO PREPARE THE CONTRACT DOCUMENTS AND HAVE BEEN INCLUDED FOR THE CONVIENCE OF THE BIDDER/CONTRACTOR. INCLUSION OF THESE DRAWINGS DOES NOT RELIEVE THE BIDDERS/CONTRACTORS FROM PERFORMING THEIR OWN INVESTIGATION TO DETERMINE ACCURACY OF THE INFORMATION AS DEFINED IN THE BIDDING AND CONTRACT DOCUMENTS - ORIGINAL BATHHOUSE PLAN EX-5 ---PAGE BREAK--- ARCHITECT PROJECT NAME CLIENT PROJECT TEAM REVISIONS DRAWING TITLE DRAWING INFORMATION DRAWING NUMBER Bargmann Hendrie + Archetype, Inc. 9 Channel Center Street Boston, MA 02210 [PHONE REDACTED] Tel Copyright BH+A, Inc. DATE OF ISSUE DESCRIPTION SCALE DRAWN BY PROJECT # FILE NAME 1 2 3 4 5 DATE +a bh 3374-Forest River.rvt 3/4" = 1'-0" C:\Local Revit\3374-Forest River Pool_Site Model_R20_ClaraCastro6.rvt 11/2/2020 1:30:58 PM EX-6 ORIGINAL STRUCTURAL PLAN JS 3374 October 30, 2020 90% Construction Documents Forest River Outdoor Recreation & Nature Center City of Salem 93 Washington Street Salem, MA 01970 Structures North 60 Washington Street, Salem MA 01970 [PHONE REDACTED] STRUCTURAL ENGINEER Norian Siani 43 Bradford Street, 3rd Floor Concord, MA 01742 [PHONE REDACTED] MEP/FP ENGINEER Hancock Associates 121 E. Berkeley Street, 4th Floor Boston, MA 02118 [PHONE REDACTED] CIVIL ENGINEER Kyle Zick Landscape Architecture 36 Bromfield Street, Suite 202 Boston, MA 02108 [PHONE REDACTED] LANDSCAPE JS 32 Clifton Street Salem, MA 01970 HISTORIC CONSULTANT Epsilon Associates 3 Mill & Main Place, Suite 250 Maynard, MA 01754 [PHONE REDACTED] INFORMATION AVAILABLE TO BIDDERS/CONTRACTORS THIS DRAWING IS A COPY OF A CONSTRUCTION DOCUMENT FROM THE EXISTING POOL COMPLEX CONSTRUCTION 1971 THIS DRAWING DOES NOT CONSTITUTE AN AS-BUILT DRAWING. EXISTING CONDITIONS ENCOUNTERED IN THE FIELD MAY DIFFER FROM THOSE SHOWN. THESE DRAWINGS HAVE BEEN USED BY THE ARCHITECT AND ENGINEER TO PREPARE THE CONTRACT DOCUMENTS AND HAVE BEEN INCLUDED FOR THE CONVIENCE OF THE BIDDER/CONTRACTOR. INCLUSION OF THESE DRAWINGS DOES NOT RELIEVE THE BIDDERS/CONTRACTORS FROM PERFORMING THEIR OWN INVESTIGATION TO DETERMINE ACCURACY OF THE INFORMATION AS DEFINED IN THE BIDDING AND CONTRACT DOCUMENTS - ORIGINAL STRUCTURAL PLAN EX-6 ---PAGE BREAK--- ARCHITECT PROJECT NAME CLIENT PROJECT TEAM REVISIONS DRAWING TITLE DRAWING INFORMATION DRAWING NUMBER Bargmann Hendrie + Archetype, Inc. 9 Channel Center Street Boston, MA 02210 [PHONE REDACTED] Tel Copyright BH+A, Inc. DATE OF ISSUE DESCRIPTION SCALE DRAWN BY PROJECT # FILE NAME 1 2 3 4 5 DATE +a bh 3374-Forest River.rvt 3/4" = 1'-0" C:\Local Revit\3374-Forest River Pool_Site Model_R20_ClaraCastro6.rvt 11/2/2020 1:30:59 PM EX-7 ORIGINAL STRUCTURAL DETAILS JS 3374 October 30, 2020 90% Construction Documents Forest River Outdoor Recreation & Nature Center City of Salem 93 Washington Street Salem, MA 01970 Structures North 60 Washington Street, Salem MA 01970 [PHONE REDACTED] STRUCTURAL ENGINEER Norian Siani 43 Bradford Street, 3rd Floor Concord, MA 01742 [PHONE REDACTED] MEP/FP ENGINEER Hancock Associates 121 E. Berkeley Street, 4th Floor Boston, MA 02118 [PHONE REDACTED] CIVIL ENGINEER Kyle Zick Landscape Architecture 36 Bromfield Street, Suite 202 Boston, MA 02108 [PHONE REDACTED] LANDSCAPE JS 32 Clifton Street Salem, MA 01970 HISTORIC CONSULTANT Epsilon Associates 3 Mill & Main Place, Suite 250 Maynard, MA 01754 [PHONE REDACTED] INFORMATION AVAILABLE TO BIDDERS/CONTRACTORS THIS DRAWING IS A COPY OF A CONSTRUCTION DOCUMENT FROM THE EXISTING POOL COMPLEX CONSTRUCTION 1971 THIS DRAWING DOES NOT CONSTITUTE AN AS-BUILT DRAWING. EXISTING CONDITIONS ENCOUNTERED IN THE FIELD MAY DIFFER FROM THOSE SHOWN. THESE DRAWINGS HAVE BEEN USED BY THE ARCHITECT AND ENGINEER TO PREPARE THE CONTRACT DOCUMENTS AND HAVE BEEN INCLUDED FOR THE CONVIENCE OF THE BIDDER/CONTRACTOR. INCLUSION OF THESE DRAWINGS DOES NOT RELIEVE THE BIDDERS/CONTRACTORS FROM PERFORMING THEIR OWN INVESTIGATION TO DETERMINE ACCURACY OF THE INFORMATION AS DEFINED IN THE BIDDING AND CONTRACT DOCUMENTS - ORIGINAL STRUCTURAL DETAILS EX-7 ---PAGE BREAK--- ARCHITECT PROJECT NAME CLIENT PROJECT TEAM REVISIONS DRAWING TITLE DRAWING INFORMATION DRAWING NUMBER Bargmann Hendrie + Archetype, Inc. 9 Channel Center Street Boston, MA 02210 [PHONE REDACTED] Tel Copyright BH+A, Inc. DATE OF ISSUE DESCRIPTION SCALE DRAWN BY PROJECT # FILE NAME 1 2 3 4 5 DATE +a bh 3374-Forest River.rvt 3/4" = 1'-0" C:\Local Revit\3374-Forest River Pool_Site Model_R20_ClaraCastro6.rvt 11/2/2020 1:30:59 PM EX-8 ORIGINAL ELECTRICAL DRAWING JS 3374 October 30, 2020 90% Construction Documents Forest River Outdoor Recreation & Nature Center City of Salem 93 Washington Street Salem, MA 01970 Structures North 60 Washington Street, Salem MA 01970 [PHONE REDACTED] STRUCTURAL ENGINEER Norian Siani 43 Bradford Street, 3rd Floor Concord, MA 01742 [PHONE REDACTED] MEP/FP ENGINEER Hancock Associates 121 E. Berkeley Street, 4th Floor Boston, MA 02118 [PHONE REDACTED] CIVIL ENGINEER Kyle Zick Landscape Architecture 36 Bromfield Street, Suite 202 Boston, MA 02108 [PHONE REDACTED] LANDSCAPE JS 32 Clifton Street Salem, MA 01970 HISTORIC CONSULTANT Epsilon Associates 3 Mill & Main Place, Suite 250 Maynard, MA 01754 [PHONE REDACTED] INFORMATION AVAILABLE TO BIDDERS/CONTRACTORS THIS DRAWING IS A COPY OF A CONSTRUCTION DOCUMENT FROM THE EXISTING POOL COMPLEX CONSTRUCTION 1971 THIS DRAWING DOES NOT CONSTITUTE AN AS-BUILT DRAWING. EXISTING CONDITIONS ENCOUNTERED IN THE FIELD MAY DIFFER FROM THOSE SHOWN. THESE DRAWINGS HAVE BEEN USED BY THE ARCHITECT AND ENGINEER TO PREPARE THE CONTRACT DOCUMENTS AND HAVE BEEN INCLUDED FOR THE CONVIENCE OF THE BIDDER/CONTRACTOR. INCLUSION OF THESE DRAWINGS DOES NOT RELIEVE THE BIDDERS/CONTRACTORS FROM PERFORMING THEIR OWN INVESTIGATION TO DETERMINE ACCURACY OF THE INFORMATION AS DEFINED IN THE BIDDING AND CONTRACT DOCUMENTS - ORIGINAL ELECTRICAL DRAWING EX- 8 ---PAGE BREAK--- ARCHITECT PROJECT NAME CLIENT PROJECT TEAM REVISIONS DRAWING TITLE DRAWING INFORMATION DRAWING NUMBER Bargmann Hendrie + Archetype, Inc. 9 Channel Center Street Boston, MA 02210 [PHONE REDACTED] Tel Copyright BH+A, Inc. DATE OF ISSUE DESCRIPTION SCALE DRAWN BY PROJECT # FILE NAME 1 2 3 4 5 DATE +a bh 3374-Forest River.rvt 3/4" = 1'-0" C:\Local Revit\3374-Forest River Pool_Site Model_R20_ClaraCastro6.rvt 11/2/2020 1:31:00 PM EX-9 FOREST RIVER PARK TOILETS AND SITE PLAN JS 3374 October 30, 2020 90% Construction Documents Forest River Outdoor Recreation & Nature Center City of Salem 93 Washington Street Salem, MA 01970 Structures North 60 Washington Street, Salem MA 01970 [PHONE REDACTED] STRUCTURAL ENGINEER Norian Siani 43 Bradford Street, 3rd Floor Concord, MA 01742 [PHONE REDACTED] MEP/FP ENGINEER Hancock Associates 121 E. Berkeley Street, 4th Floor Boston, MA 02118 [PHONE REDACTED] CIVIL ENGINEER Kyle Zick Landscape Architecture 36 Bromfield Street, Suite 202 Boston, MA 02108 [PHONE REDACTED] LANDSCAPE JS 32 Clifton Street Salem, MA 01970 HISTORIC CONSULTANT Epsilon Associates 3 Mill & Main Place, Suite 250 Maynard, MA 01754 [PHONE REDACTED] INFORMATION AVAILABLE TO BIDDERS/CONTRACTORS THIS DRAWING IS A COPY OF PROPOSED MODIFICATIONS TO THE EXISTING COMFORT STATION LOCATED ADJACENT TO THE PARK PARKING LOT THIS DRAWING DOES NOT CONSTITUTE AN AS-BUILT DRAWING. EXISTING CONDITIONS ENCOUNTERED IN THE FIELD MAY DIFFER FROM THOSE SHOWN. THESE DRAWINGS HAVE BEEN USED BY THE ARCHITECT AND ENGINEER TO PREPARE THE CONTRACT DOCUMENTS AND HAVE BEEN INCLUDED FOR THE CONVIENCE OF THE BIDDER/CONTRACTOR. INCLUSION OF THESE DRAWINGS DOES NOT RELIEVE THE BIDDERS/CONTRACTORS FROM PERFORMING THEIR OWN INVESTIGATION TO DETERMINE ACCURACY OF THE INFORMATION AS DEFINED IN THE BIDDING AND CONTRACT DOCUMENTS Comfort Station Bid Documents Information Available to Contractor THIS IS NOT PART OF THE POOL PROJECT SCOPE ---PAGE BREAK--- SALT MARSH SALT MARSH SALT MARSH SALT MARSH ROCKY INTERTIDAL SHORE SALT MARSH SALT MARSH MEAN HIGHWATER- MEAN HIGHWWATER - 8.77 EL. 8.77 6 7 8 9 11 12 11 9 8 7 6 6 7 8 9 11 5 10 10 5 MEAN HIGH WATER (8.77' CITY OF SALEM DATUM) I=6.9' (12"RCP) TOP OF PIPE TOP OF BURIED 6"OR 8" PIPE EL.=9.5 LEDGE OUTC ( 17.26 16.70 13.34 13.33 WF 19 13.7 WF 18 13.1 11.69(BW) 12.02(BW) 11.12(BW) 12.38(BW) 12.50(TW) 12.48(TW) 8.17 8.39 8.41 7.54 5.99 10.34 11.74 10.29 9.21 9.85 9.39 8.12 9.78 7.72 5.32 6.30 7.47 8.04 11.32 9.07 10.47 7.97 5.49 7.53 8.23 10.19 8.84 9.86 7.05 4 6.23 8.67 8.55 9.16 12.21 13.59 10.59 9.87 8.71 7.50 6.59 6.39 7.46 12.09 14.08 13.02 16.42 16.79 13.35 7.70 8.38 7.53 6.01 6.91 7.46 7.54 6.51 6.88 7.45 8.16 7.89 8.37 5.73 Rim=12.88 Inv(a)=10.13 Inv(b)=10.38 Inv(c)=10.63 AD Rim=12.38 Inv(a)=9.88 Inv(b)=10.03 Inv(c)=9.18 AD Rim=12.42 CB Rim=11.41 Inv=n/a AD Rim=11.19 AD Rim=11.13 AD Rim=11.23 Inv=n/a AD Rim=10.97 Inv=n/a AD Rim=10.93 Inv=n/a AD Rim=11.04 Inv=n/a AD Rim=11.16 Inv(a)=9.06 Inv(b)=9.01 AD Rim=11.23 Inv=n/a AD Rim=11.17 Inv=n/a AD Rim=11.08 Inv=n/a AD Rim=11.03 Inv(a)=7.78 Inv(b)=7.73 AD W 4" W 4" W 4" W 4" Masonry Retaining Wall Masonry Retaining Wall Masonry Wall Concrete Wall W/Chainlink Fence Concrete Wall W/Chainlink Fence Concrete Wall W/Chainlink Fence Concrete Wall W/Chainlink Fence Concrete Wall W/Chainlink Fence Concrete Wall W/Chainlink Fence Concrete Wall W/Chainlink Fence Concrete Wall W/Chainlink Fence 1 Story Conc. Block Pool House Pump House 22 21 19 18 17 16 14 13 12 16 18 19 21 17 14 13 12 12 6 7 8 9 11 12 13 14 16 17 18 19 19 18 17 16 14 13 14 16 17 17 16 13 12 14 16 17 18 19 8 9 11 8 9 11 12 13 14 16 17 18 19 21 22 16 17 18 17 16 14 13 21 19 18 19 11 20 15 20 10 15 20 15 10 15 15 15 15 20 10 10 15 20 15 15 15 20 15 22.05 20.94 19.93 19.33 21.90 19.52 18.56 bc=17.16 tc=17.16 bc=18.03 tc=17.94 bc=19.08 tc=19.34 bc=19.72 tc=19.75 bc=19.94 tc=19.96 bc=20.23 tc=20.04 tc=20.40 bc=20.32 bc=20.31 tc=20.47 bc=20.05 tc=20.16 tc=18.53 bc=18.47 23.0 21.1 20.2 16.2 15.8 13.43 12.99 16.40 16.47 20.19 20.15 13.02 12.95 16.72 16.75 bw=15.41 bw=13.20 bw=12.54 bw=12.47 bw=12.28 bw=17.79 18.76 18.72 19.7 18.3 17.71 17.75 17.62 bw=16.98 bw=15.87 16.3 16.85 16.97 16.97 18.4 17.4 16.18 16.24 16.14 15.5 bw=14.40 bw=12.74 14.7 15.29 15.45 15.48 16.2 16.5 14.96 14.55 13.98 13.6 bw=12.89 tw=13.32 tw=13.37 tw=18.66 13.55 12.91 bw=12.50 tw=13.33 13.83 14.26 13.93 14.62 15.8 15.3 17.1 17.4 16.39 17.7 19.5 20.7 18.2 17.26 19.1 20.5 21.3 21.4 19.8 19.6 18.51 19.6 20.7 19.7 18.73 18.80 18.43 17.79 17.2 15.10 16.41 17.50 16.8 16.3 15.8 15.2 15.3 16.0 15.2 15.2 15.68 16.7 18.39 17.0 16.63 15.99 16.63 17.30 17.6 17.71 17.90 17.3 17.70 17.33 16.98 17.0 16.92 16.35 16.23 16.2 16.18 16.39 15.05 14.93 15.0 13.61 13.29 13.05 12.76 12.64 14.69 13.58 bw=12.18 12.49 13.09 12.75 12.21 bw=11.88 bw=11.74 11.97 12.44 12.30 11.92 bw=11.62 bw=11.53 11.83 12.19 bw=11.37 11.72 11.99 12.87 12.85 12.81 12.71 15.07 16.44 17.27 17.54 17.30 16.69 16.08 15.51 14.8 15.6 16.95 17.39 17.68 17.88 17.62 17.42 17.08 16.2 14.9 14.9 15.2 15.1 15.4 17.45 17.43 16.2 15.3 14.9 14.7 13.0 15.3 16.0 17.27 17.25 16.7 17.1 15.7 16.6 15.4 12.8 12.1 12.0 17.47 16.9 16.5 15.7 15.9 15.8 16.5 16.7 15.2 15.8 16.6 17.32 17.44 15.0 14.1 13.8 13.6 14.4 15.5 15.5 15.9 14.5 14.4 15.9 16.3 14.6 14.3 15.8 16.8 18.1 19.8 19.6 19.0 22.3 13.8 15.5 14.1 13.3 1 10.3 11.8 11.5 11.9 10.1 13.3 14.2 10.1 9.5 14.9 14.3 9.8 8.5 8.7 8.3 8.1 9.2 8.1 9.7 9.7 4 3.8 4.6 5.0 5.5 3.8 3.5 6.1 17.43 17.0 16.7 17.29 17.30 16.5 16.9 17.3 17.1 17.4 17.4 17.0 16.5 17.3 16.5 16.5 17.0 20.7 20.5 20.5 17.4 17.6 17.2 21.5 15.2 14.3 14.7 17.7 15.6 9.1 9.4 10.3 10.9 20.9 20.2 19.0 19.7 18.3 21.4 20.9 21.7 21.6 21.7 21.5 17.92 17.73 17.64 17.58 17.61 17.58 17.82 17.82 17.60 17.51 16.7 16.6 21.2 21.3 19.7 21.7 21.3 19.7 19.8 19.2 16.5 16.1 16.8 19.2 19.2 20.5 20.5 18.4 19.5 20.3 20.8 24.2 23.7 23.7 24.1 3.2 20.6 19.7 17.87 bc=17.00 tc=17.09 tc=16.26 bc=16.14 17.02 16.66 bc=15.86 tc=16.06 tc=15.90 bc=15.77 16.19 bc=15.72 tc=15.86 bc=15.54 tc=15.73 tc=16.39 bc=16.17 tc=16.70 bc=16.42 bc=17.09 tc=17.09 tc=18.12 bc=18.05 17.92 17.61 bc=17.90 tc=17.95 bc=18.16 tc=18.17 tc=18.19 bc=18.06 tc=17.36 bc=17.05 tc=17.01 bc=16.71 bc=17.56 tc=18.11 tc=17.76 bc=17.76 17.77 bc=16.36 tc=16.90 tc=16.52 bc=16.07 bc=16.28 tc=16.57 tc=16.23 bc=15.79 bc=16.03 tc=16.47 tc=17.44 bc=17.11 16.9 18.31 18.12 17.68 17.44 17.41 bc=17.41 tc=17.48 tc=16.68 bc=16.26 bc=15.47 tc=15.80 tc=15.26 bc=14.77 bc=13.91 tc=14.49 tc=13.08 bc=12.61 bc=11.91 tc=12.31 12.57 13.74 14.01 bw=1 13.6 bw=12.49 bw=12.04 bw=11.77 bw=11.03 9.1 9.1 8.4 7.0 4.9 5.1 bw=9.92 bw=10.13 bw=10.50 bw=11.18 bw=11.62 bw=12.27 bw=12.43 bw=12.44 bw=12.48 bw=13.29 bw=14.43 bw=15.73 16.27 16.19 15.57 15.13 14.55 14.31 16.0 15.2 14.9 14.9 16.2 18.2 17.6 17.2 16.7 16.7 17.9 18.3 19.7 21.1 22.1 21.6 18.9 19.0 18.8 20.7 21.2 bw=11.54 bw=11.99 bw=13.07 bw=13.62 13.64 14.5 13.9 15.7 18.23 18.37 18.16 18.16 16.32 18.34 18.38 18.58 18.58 18.31 18.35 18.79 18.75 17.22 11.31 11.19 11.22 11.30 11.17 11.23 11.06 11.11 11.24 11.00 11.35 11.33 11.34 11.32 11.28 11.31 11.33 11.36 11.40 11.40 11.41 11.43 11.37 11.39 8.56 8.27 7.97 7.69 7.57 7.58 7.87 8.13 8.40 8.45 8.14 13.6 bw=11.48 bw=12.42 tw=12.56 14.6 14.9 12.2 8.2 8.5 10.0 8.9 14.0 7 5 7.5 7.6 6.6 13.8 8.2 6.1 7.1 8.3 12.0 10.6 10.9 11.6 9.2 8.1 5.6 5.3 8.0 11.2 10.2 8.6 7.7 4.6 9.34 13.47 16.1 13.3 8.71 4.91 11.42 11.68 18.90 16.9 13.45 5.16 22.0 22.4 19.9 18.6 18.2 28.9 26.0 17.3 16.3 24.4 24.8 11.44 12.25 ds=12.30 11.88 12.01 12.28 12.21 10.94 11.32 11.33 11.10 11.26 11.33 11.34 11.35 11.34 11.30 11.33 11.33 11.15 11.07 11.07 11.35 11.33 11.28 11.36 11.35 11.32 11.19 11.32 11.36 11.36 11.28 11.28 11.36 11.34 11.37 11.40 11.42 11.41 11.41 10.11 8.55 8.60 9.92 11.38 11.39 11.19 11.06 bw=11.05 bw=11.31 bw=11.66 bw=12.86 bw=12.91 bw=13.68 14.58 14.71 16.21 17.30 18.10 17.22 tw=16.82 tw=15.30 bw=14.83 bw=13.81 bw=12.89 tw=13.44 tw=11.87 bw=11.73 bw=11.39 bw=11.42 bw=11.40 8.37 7.95 7.48 7.59 7.42 7.58 7.90 8.21 11.26 11.25 bw=11.30 bw=11.29 bw=11.33 bw=11.23 bw=11.21 bw=11.12 bw=11.32 bw=11.17 bw=11.46 bw=11.52 bw=15.01 bw=15.10 bw=18.61 18.32 18.16 18.16 16.27 15.87 bw=17.90 bw=14.55 bw=12.41 15.8 bw=12.81 bw=12.92 14.86 16.28 bw=12.75 bw=15.91 bw=15.92 18.77 18.72 18.70 ds=18.77 ds=18.83 18.72 18.76 18.78 18.68 18.20 18.39 bw=18.57 bw=11.38 bw=11.35 bw=11.37 bw=11.32 bw=11.30 bw=11.27 bw=11.21 bw=11.29 bw=11.33 bw=11.21 bw=14.71 bw=12.65 bw=12.53 13.6 16.5 14.3 12.9 14.0 16.0 16.2 14.7 17.3 20.0 20.0 18.6 19.7 19.2 bw=18.35 bw=20.03 bw=19.43 bw=19.18 bw=18.11 bw=17.04 bw=15.81 16.7 15.5 16.2 17.3 19.3 17.5 16.2 19.4 19.1 16.1 21.4 20.9 18.9 17.4 16.7 16.2 14.1 13.7 14.0 15.4 15.83 15.09 bw=12.94 bw=12.82 bw=13.05 19.8 18.6 19.8 19.6 18.1 18.7 19.6 18.1 17.3 14.7 10.94 16.39 16.67 8.8 9.5 9.8 9.8 7.9 7.5 5.8 5.6 12.22 12.28 18.68 ds=18.88 18.89 19.02 19.03 bc=19.09 tc=19.05 bc=18.89 tc=18.85 18.64 11.09 11.06 11.08 11.27 11.20 11.12 a b a b a b c a b c Poolwater Surge Vault Gate Vault 2" PVC 2" PVC 2" PVC D 12" CI D 12" CI D 12" CI D 1" PVC D 1" PVC D 12" D 12" D 12" D 12" D 12" OHW OHW OHW OHW OHW ? ? W EM ? 20' - 0" 10' - 0" 10' - 0" 20' - 0" CL EXISTING POOL 14 2 LOCATION OF INFILTRATION CHAMBERS 1.13 BOT. EX POOL CL EXISTING POOL 20' - 0" 20' - 0" 20' - 0" 20' - 0" EXISTING SEWER LIFT STATION TO BE REMOVED 16 9 NEW CONTOURS FOR REFERENCE LOCATION OF NEW SUPPORT BUILDING 12E EXISTING LIGHT POLE TO BE REMOVED 10' - 0" 20' - 0" 20' - 0" FACE OF EXISTING POOL WALL 20' - 0" TYP 20' - 0" BATHHOUSE SCALE 1'=20'-0" 0' 20' 40' E E E E E E 9E 12E 4 5 9E 1 4 5 9 12E 4 4E 15 14 5 4 5 4 12 9E 9E 9 9 11 9 10 8 5 5 9 2 4 5 2 6 7 2 5 3 5 PROJECT SITE BOUNDARY LINE PROJECT SITE BOUNDARY LINE 13 4E 9E 4 5 5 4E 01 12E 13 12E 5 MAIN POOL WADING POOL 1 SD102 1 SD103 2 SD102 EXISTING LIGHT POLE TO BE RELOCATED 18 10' - 0" 20' - 0" 17 15 TYP COORDINATE WITH CIVIL AND LANDSCAPE DRAWINGS N PROJECT NORTH GENERAL NOTES: EXPOSED SEALANTS TESTED AND ARE NOT ACM ASSUME POOL PAINT CONTAINS LEAD 1" = 20'-0" 1 POOL AREA DEMOLITION PLAN ARCHITECT PROJECT NAME CLIENT PROJECT TEAM REVISIONS DRAWING TITLE DRAWING INFORMATION DRAWING NUMBER Bargmann Hendrie + Archetype, Inc. 9 Channel Center Street, Suite 300 Boston, MA 02210 [PHONE REDACTED] Tel Copyright BH+A, Inc. DATE OF ISSUE DESCRIPTION SCALE DRAWN BY PROJECT # FILE NAME 1 2 3 4 5 DATE +a bh 3374-Forest River.rvt 1" = 20'-0" C:\Local Revit\3374-Forest River Pool Site Demolition Plan_ClaraCastro6.rvt 11/2/2020 1:03:00 PM SD101 POOL AREA DEMOLITION PLAN EF 3374 October 30, 2020 90% Construction Documents Forest River Outdoor Recreation & Nature Center City of Salem 93 Washington Street Salem, MA 01970 Structures North 60 Washington Street, Salem MA 01970 [PHONE REDACTED] STRUCTURAL ENGINEER Norian Siani 43 Bradford Street, 3rd Floor Concord, MA 01742 [PHONE REDACTED] MEP/FP ENGINEER Hancock Associates 121 E. Berkeley Street, 4th Floor Boston, MA 02118 [PHONE REDACTED] CIVIL ENGINEER Kyle Zick Landscape Architecture 36 Bromfield Street, Suite 202 Boston, MA 02108 [PHONE REDACTED] LANDSCAPE EF 32 Clifton Street Salem, MA 01970 HISTORIC CONSULTANT Epsilon Associates 3 Mill & Main Place, Suite 250 Maynard, MA 01754 [PHONE REDACTED] 1. Remove existing pool bottom, walls, fittings, and piping. 2. Remove existing pool deck, vaults, fittings and piping. 3. Remove existing bulkhead wall. 4. Remove existing site wall ; at upland walls, remove walls to elevation 11.00 5 Remove existing chain link fencing, gates, and hardware. 6 Remove existing precast concrete structure. Structure has cast walls floors and roof. Remove existing electrical service entrance; remove all pool equipment, piping, pumps, electrical distribution and devices, fans. 7. Remove existing above ground fiberglass filters, plastic cisterns, piping, valves, supports. 8. Remove concrete site stairs, landing and railings 9. Remove existing concrete and bituminous paving 9E Existing pavement to remain; remove ladders, hatch lids, railings and similar appurtenances. Strike pavement with toothed, digging bucket attached to an excavator or backhoe of sufficient size to create a through crack in the pavement. 10 Remove existing concrete slab at exterior showers, cut cap and plug existing drains. 11 Remove existing concrete slab (12 inches thick at exterior showers, cut cap and plug existing drains. 12 Approximate location of existing underground electrical service to filter structure. Service terminates at meter on east face of structure. 12E Approximate location of existing underground electrical service and phone service to bathhouse. Service terminates at meter and punch down panel inside of bathhouse. 13. Remove existing guardrail and posts. 14. Existing pool bottom to remain. 15. Provide 6-inch diameter core through existing pool bottom. Pool bottom is approximately 24 inches thick. After removing core, fill void with ¾ crushed stone flush with pool bottom. 16. Existing underground control wiring for lift station pumps. Controls to remain. 17. Remove existing 3x3x9 concrete diving board foundation. 18. Remove existing fencing and tennis court surfaces. KEYED NOTES ---PAGE BREAK--- X LAND SUBJECT TO COASTAL STORM LAND SUBJECT TO COASTAL STORM FLOWAGE 100' BUFFER ZONE 100' BUFFER ZONE 100' BUFFER ZONE FLOWAGE LAND SUBJECT TO COASTAL STORM FLOWAGE F.F.E. Lifeguard/ First Aid 327 SF Filtration Toilet Storage F.F.E. 2 SD102 1 SD102 STACKED COIR LOG EX. MHW 8.77' PROPOSED SLOPE LINE DECK LEVEL 11'-4" EXISTING POOL FLOOR LEVEL 1'-4" EXISTING MAIN POOL WADING POOL 3 5 . . 14 15 REFER TO SD101 POOL DECK POOL DECK POOL DECK BATHHOUSE BEYOND .1 . 14 15 REFER TO SD101 . 9E 26 . 21 . 22 PORTION OF EXISTING POOL STRUCTURE TO BE REMOVED . 21 . 21 . 22 . 20 . 23 . 20P . 20 . 23 25 . 20 MAIN DRAINS RIM ELEV 14.1 MAIN DRAINS RIM ELEV 8.6 POOL DECK @ POOL 17.6 20P 23 20P 23 24 24 2 BATHHOUSE FINISH FLOOR 18.8 ELEV. 17.6 POOL DECK SUPPORT BUILDING BATHHOUSE WADING POOL . 21 . 22 . 20 . . 23 . 21 .9E .14 15 REFER TO SD101 . 9E . 26 23 20P 20P as indicated CC 3374 October 30, 2020 90% Construction Documents Forest River Outdoor Recreation & Nature Center ARCHITECT PROJECT NAME CLIENT PROJECT TEAM REVISIONS DRAWING TITLE DRAWING INFORMATION DRAWING NUMBER Bargmann Hendrie + Archetype, Inc. 9 Channel Center Street, Suite 300 Boston, MA 02210 [PHONE REDACTED] Tel Copyright BH+A, Inc. DATE OF ISSUE DESCRIPTION SCALE DRAWN BY PROJECT # FILE NAME 1 2 3 4 5 DATE +a bh 3374-Forest River.rvt City of Salem 93 Washington Street Salem, MA 01970 Structures North 60 Washington Street, Salem MA 01970 [PHONE REDACTED] STRUCTURAL ENGINEER Norian Siani 43 Bradford Street, 3rd Floor Concord, MA 01742 [PHONE REDACTED] MEP/FP ENGINEER Hancock Associates 121 E. Berkeley Street, 4th Floor Boston, MA 02118 [PHONE REDACTED] CIVIL ENGINEER Kyle Zick Landscape Architecture 36 Bromfield Street, Suite 202 Boston, MA 02108 [PHONE REDACTED] LANDSCAPE 32 Clifton Street Salem, MA 01970 HISTORIC CONSULTANT Epsilon Associates 3 Mill & Main Place, Suite 250 Maynard, MA 01754 [PHONE REDACTED] SD102 SITE SECTIONS- SITE PREPARATION 0 8' 16' 32' SCALE: 1/16" = 1'-0" SITE SECTION 1 1 SD102 0 8' 16' 32' SCALE: 1/16" = 1'-0" SITE SECTION2 2 SD102 SCALE: N.T.S. PROJECT NORTH 1. Remove existing pool bottom, walls, fittings, and piping. 2. Remove existing pool deck, vaults, fittings and piping. 3. Remove existing bulkhead wall 4. Remove existing site wall ; at upland walls, remove walls to elevation 11.00 5 Remove existing chain link fencing, gates, and hardware 6 Remove existing precast concrete structure. Structure has cast walls floors and roof. Remove existing electrical service entrance; remove all pool equipment, piping, pumps, electrical distribution and devices, fans. 7. Remove existing above ground fiberglass filters, plastic cisterns, piping, valves, supports. 8. Remove concrete site stairs, landing and railings 9. Remove existing concrete and bituminous paving 9E Existing pavement to remain; remove ladders, hatch lids, railings and similar appurtenances. Strike pavement with toothed, digging bucket attached to an excavator or backhoe of sufficient size to create a through crack in the pavement 10 Remove existing concrete slab at exterior showers, cut cap and plug existing drains 11 Remove existing concrete slab (12 inches thick at exterior showers, cut cap and plug existing drains 12 Approximate location of existing underground electrical service to filter structure. Service terminates at meter on east face of structure 12E Approximate location of existing underground electrical service and phone service to bathhouse. Service terminates at meter and punch down panel inside of bathhouse. 13. Remove existing guardrail and posts 14. Existing pool bottom to remain 15. Provide 6-inch diameter core through existing pool bottom. Pool bottom is approximately 24 inches thick. After removing core, fill void with ¾ crushed stone flush with pool bottom 16. Existing underground control wiring for lift station pumps. Controls to be relocated. 17-19 Not used 20 8 inches of crushed stone on existing pool slab to remain 20P 12 inches of crushed stone beneath pool tanks 21. 8 inches of gravel below new concrete pool deck 22 12 inches of planting soils 23 Fill Beneath Pool, Decks, and Structures 24. Fill Beneath Planting Areas at cove 25 Fill beneath planting/lawn areas upland of cove 26 Strip topsoil and remove at existing lawn and planting areas KEYED NOTES KEY PLAN SCALE: N.T.S. N ---PAGE BREAK--- DECK LEVEL 11.6 EXISTING EXISTING FILTRATION LEVEL 12.4 FLOOR LEVEL 1.4 EXISTING POOL BATHHOUSE 6 7 5 5 4 5 4 . . . . . . 1 2 9 26 2 26 X LAND SUBJECT TO COASTAL STORM LAND SUBJECT TO COASTAL STORM FLOWAGE 100' BUFFER ZONE 100' BUFFER ZONE 100' BUFFER ZONE FLOWAGE LAND SUBJECT TO COASTAL STORM FLOWAGE 3 SD103 as indicated CC 3374 October 30, 2020 90% Construction Documents Forest River Outdoor Recreation & Nature Center ARCHITECT PROJECT NAME CLIENT PROJECT TEAM REVISIONS DRAWING TITLE DRAWING INFORMATION DRAWING NUMBER Bargmann Hendrie + Archetype, Inc. 9 Channel Center Street, Suite 300 Boston, MA 02210 [PHONE REDACTED] Tel Copyright BH+A, Inc. DATE OF ISSUE DESCRIPTION SCALE DRAWN BY PROJECT # FILE NAME 1 2 3 4 5 DATE +a bh 3374-Forest River.rvt City of Salem 93 Washington Street Salem, MA 01970 Structures North 60 Washington Street, Salem MA 01970 [PHONE REDACTED] STRUCTURAL ENGINEER Norian Siani 43 Bradford Street, 3rd Floor Concord, MA 01742 [PHONE REDACTED] MEP/FP ENGINEER Hancock Associates 121 E. Berkeley Street, 4th Floor Boston, MA 02118 [PHONE REDACTED] CIVIL ENGINEER Kyle Zick Landscape Architecture 36 Bromfield Street, Suite 202 Boston, MA 02108 [PHONE REDACTED] LANDSCAPE 32 Clifton Street Salem, MA 01970 HISTORIC CONSULTANT Epsilon Associates 3 Mill & Main Place, Suite 250 Maynard, MA 01754 [PHONE REDACTED] SD103 SITE SECTIONS- SITE PREPARATION 0 8' 16' 32' SCALE: 1/16" = 1'-0" CROSS SECTION 3 SD103 SCALE: N.T.S. PROJECT NORTH KEY PLAN SCALE: N.T.S. N ---PAGE BREAK--- 2 1 2 2 2 2 2 2 2 2 2 2 2 2 1.1 4 3 4 3 4 4 4 4 4 4 4 4 6 6 6 6 6 6 6 3 3 5 5 5 5 5 5 3 3 5 5 8 8 9 10 11M 10 11M 4 4 4 11M 11M 11M 14 3 8 8 11M 11M 3 3 8 8 D201 1 D201 2 D201 3 D201 4 D201 6 D201 5 D201 8 D201 7 3 17 M.O. 3' - 4" M.O. 3' - 4" M.O. 5' - 5" M.O. 5' - 2" M.O. 3' - 4" M.O. 3' - 4" M.O. 3' - 4" M.O. 3' - 4" A203 2 3 4 4' - 6" 6' - 2" 8" 4' - 0" 8" D201 9 D201 10 7 A203 6 A203 10 A203 9 D202 4 D202 1 D202 3 D202 2 M.O. 4' - 4" 8" 5' - 7" M.O. 3' - 0" 1' - 11" M.0. 3' - 0" 6M 6M 6M 5M 10M 6M 6M 6M 11M 5M 5M 11M 11M 11M 11M 5M 1 6M 2.1 2.1 2.1 2.1 2.1 2.1 5M 5M 2.1 5M 5M 6' - 2 1/2" 5M 5M 5M 7 7 5M M.O. 3' - 4" M.O. 3' - 4" EXISTING JAMB EXISTING JAMB 11M 11M M.O. 5' - 4" M.O. 2' - 0" 2' - 6" 12' - 10" V.I.F. 7' - 4" V.I.F. 3' - 5" 2.1 2.1 5 10 10 10 2.1 DEMOLITION KEYED NOTES 1 REMOVE EXISTING CONCRETE SLAB AT FORMER EXTERIOR SHOWERS; ASSUME 12- INCH THICKNESS 1.1 REMOVE EXISTING BITUMINOUS ASPHALT PAVING AND MISCELLANEOUS CONCRETE PAVING 2 REMOVE EXISTING INTERIOR CONCRETE SLAB CORNER TO CORNER OF AREA. EXISTING SLAB APPROXIMATELY 6 INCHES THICK 2.1 REMOVE EXISTING FLOOR DRAIN AND ASSOCIATED PIPING BELOW GRADE; PLUG AND GROUT SOLID ABANDONED PIPING THAT CANNOT BE REMOVED 3 REMOVE EXISTING DOOR AND FRAME 4 REMOVE EXISTING WINDOW UNIT, FRAME AND TRIM TO EXPOSE EXISTING MASONRY ROUGH OPENING 4.2 REMOVE EXISTING WOOD WINDOWSILL AND BRACKETS 4.3M MASONRY : PREPARE OPENING AND WALL TO RECEIVE NEW MASONRY INFILL. D 5 REMOVE EXISTING MASONRY WALLS 5M MASONRY: REMOVE EXISTING TIES, LOOSE MORTAR, BROKEN UNITS; REPAIR WALL TO SMOOTH CONSISTENT FINISH READY TO RECEIVE PAINT 6. REMOVE EXISTING OVERHEAD COILING DOOR ASSEMBLY INCLUDING INSERTS, BOLTS AND MOUNTING HARDWARE 6M MASONRY; POINT AND REPAIR MASONRY WHERE DOOR ASSEMBLY IS REMOVED 7 REMOVE EXISTING SHOWER COMPARTMENTS, DOORS, HARDWARE AND ACCESSORIES 8 REMOVE EXISTING PLUMBING FIXTURE, PIPING AND ACCESSORIES 9 REMOVE EXISTING COUNTER WOOD TOPPED CMU COUNTER 10 REMOVE EXISTING MASONRY INFILL 10M MASONRY: PREPARE OPENING/EXPAND MASONRY OPENING FOR NEW WORK. 11M MASONRY: REMOVE EXISTING MASONRY TO CREATE NEW MASONRY OPENING; INSTALL NEW LINTELS FURNISHED BY MISCELLANEOUS METALS AND REBUILT MASONRY 12 REMOVE EXISTING MECHANICAL EQUIPMENT, SLEEVES, AND APPURTENANCES 13 REMOVE EXISTING PLASTER CEILING ASSEMBLY INCLUDING FRAMING, PLASTER AND TRIM 14 REMOVE AND SALVAGE EXISTING ORNAMENTAL GATE INCLUDING HARDWARE SET INTO MASONRY 15 ROOFING: REMOVING EXISTING METAL COPING 15.1 ROOFING: REMOVE EXISTING ASPHALT SHINGLE ROOFING, METAL TRIM AND FLASHING 16 REMOVE EXISTING SHOWER ASSEMBLY INCLUDING CONCEALED PIPING 16M MASONRY; REBUILD MASONRY AT REMOVED EQUIPMENT 17 REMOVE EXISTING STEEL FRAME AND COVER, CONCRETE VAULT; TERMINATE, CAP AND MAKE SAFE EXISTING PIPING 18 MAKE SAFE AND REMOVE EXISTING ELECTRICAL SERVICE, METER PANELS, WIRING AND TELEPHONE EQUIPMENT 19 MAKE SAFE AND REMOVE EXISTING LIFT STATION PUMP CONTROL EQUIPMENT, RETURN UNITS TO OWNER’S PUMP CONTRACTOR 20 REMOVE EXISTING WOOD FRAMING WALL 21 ROOFING: REMOVE EXISTING EPDM ROOFING MEMBRANE COVER BOARDS, INSULATION TO EXISTING WOOD DECK 22 ROOFING: AREA CONTAINS ADDED FRAMING OR LAYER TO INCREASE PITCH, REMOVE 23 REMOVE EXISTING PLUMBING, COORDINATE WITH ROOFING REMOVAL AND GENERAL DEMOLITION BELOW 24 REMOVE EXISTING VENT ASSEMBLY, COORDINATE WITH ROOFING REMOVAL AND GENERAL DEMOLITION BELOW 25 REMOVE EXISTING , EXPOSED WOOD BLOCKING ALONG ROOF EDGE. 25-29 NOT USED 30 REMOVE EXISTING WOOD LATH AND PLASTER CEILING ASSEMBLY TO UNDERSIDE OF EXISTING WOOD ROOF FRAMING 31 EXISTING EXPOSED STRUCTURE TO REMAIN 32 EXPOSED TO ROOF STRUCTURE (NO CEILING) 33 EXISTING EXPLORATORY HOLES CUT INTO CEILING; AVAILABLE FOR BIDDER/CONTRACTOR TO INVESTIGATE INTERIOR GENERAL DEMOLITION NOTES A. TEST AND MAKE SAFE ALL ELECTRICAL EQUIPMENT; TERMINATE POWER B TEST AND MAKE SAFE ALL DOMESTIC WATER CONNECTIONS C REMOVE ALL ELECTRICAL DEVICES, LIGHT FIXTURES, CONDUITS, FITTINGS AND APPURTENANCES THAT ARE EXPOSED TO VIEW OR CONCEALED ABOVE CEILING; NO EXISTING ELECTRICAL IS BEING REUSED IN THE NEW WORK D. REMOVE ALL PLUMBING FIXTURES, PIPING, FITTINGS, AND VENT PIPING COMPLETELY; NO EXISTING PLUMBING IS BEING REUSED IN THE NEW WORK. E OWNER WILL REMOVE ALL EQUIPMENT THAT THEY ARE SALVAGING. ALL EQUIPMENT REMAINING WILL REMOVED BY CONTRACTOR. ARCHITECT PROJECT NAME CLIENT PROJECT TEAM REVISIONS DRAWING TITLE DRAWING INFORMATION DRAWING NUMBER Bargmann Hendrie + Archetype, Inc. 9 Channel Center Street Boston, MA 02210 [PHONE REDACTED] Tel Copyright BH+A, Inc. DATE OF ISSUE DESCRIPTION SCALE DRAWN BY PROJECT # FILE NAME 1 2 3 4 5 DATE +a bh 3374-Forest River.rvt 1/4" = 1'-0" C:\Local Revit\3374-Forest River Pool_Bathhouse_R20_ClaraCastro6.rvt 11/2/2020 3:29:39 PM D101 BATHHOUSE DEMOLITION PLAN CC 3374 October 30, 2020 90% Construction Documents Forest River Outdoor Recreation & Nature Center City of Salem 93 Washington Street Salem, MA 01970 Structures North 60 Washington Street, Salem MA 01970 [PHONE REDACTED] STRUCTURAL ENGINEER Norian Siani 43 Bradford Street, 3rd Floor Concord, MA 01742 [PHONE REDACTED] MEP/FP ENGINEER Hancock Associates 121 E. Berkeley Street, 4th Floor Boston, MA 02118 [PHONE REDACTED] CIVIL ENGINEER Kyle Zick Landscape Architecture 36 Bromfield Street, Suite 202 Boston, MA 02108 [PHONE REDACTED] LANDSCAPE CC 32 Clifton Street Salem, MA 01970 HISTORIC CONSULTANT Epsilon Associates 3 Mill & Main Place, Suite 250 Maynard, MA 01754 [PHONE REDACTED] 1/4" = 1'-0" 1 BATHHOUSE DEMOLITION FLOOR PLAN 0' 4' 8' 2' N PROJECT NORTH ---PAGE BREAK--- 15 15.1 15 15 15 15 21 21 22 24 24 24 24 25 21 22 21 OPEN TO BELOW 25 23 23 23 23 31 30 31 33 33 33 30 31 6 OPEN 33 30 30 30 30 6 6 6 33 31 30 32 31 30 33 33 6 6 30 DEMOLITION KEYED NOTES 1 REMOVE EXISTING CONCRETE SLAB AT FORMER EXTERIOR SHOWERS; ASSUME 12- INCH THICKNESS 1.1 REMOVE EXISTING BITUMINOUS ASPHALT PAVING AND MISCELLANEOUS CONCRETE PAVING 2 REMOVE EXISTING INTERIOR CONCRETE SLAB CORNER TO CORNER OF AREA. EXISTING SLAB APPROXIMATELY 6 INCHES THICK 2.1 REMOVE EXISTING FLOOR DRAIN AND ASSOCIATED PIPING BELOW GRADE; PLUG AND GROUT SOLID ABANDONED PIPING THAT CANNOT BE REMOVED 3 REMOVE EXISTING DOOR AND FRAME 4 REMOVE EXISTING WINDOW UNIT, FRAME AND TRIM TO EXPOSE EXISTING MASONRY ROUGH OPENING 4.2 REMOVE EXISTING WOOD WINDOWSILL AND BRACKETS 4.3M MASONRY : PREPARE OPENING AND WALL TO RECEIVE NEW MASONRY INFILL. D 5 REMOVE EXISTING MASONRY WALLS 5M MASONRY: REMOVE EXISTING TIES, LOOSE MORTAR, BROKEN UNITS; REPAIR WALL TO SMOOTH CONSISTENT FINISH READY TO RECEIVE PAINT 6. REMOVE EXISTING OVERHEAD COILING DOOR ASSEMBLY INCLUDING INSERTS, BOLTS AND MOUNTING HARDWARE 6M MASONRY; POINT AND REPAIR MASONRY WHERE DOOR ASSEMBLY IS REMOVED 7 REMOVE EXISTING SHOWER COMPARTMENTS, DOORS, HARDWARE AND ACCESSORIES 8 REMOVE EXISTING PLUMBING FIXTURE, PIPING AND ACCESSORIES 9 REMOVE EXISTING COUNTER WOOD TOPPED CMU COUNTER 10 REMOVE EXISTING MASONRY INFILL 10M MASONRY: PREPARE OPENING/EXPAND MASONRY OPENING FOR NEW WORK. 11M MASONRY: REMOVE EXISTING MASONRY TO CREATE NEW MASONRY OPENING; INSTALL NEW LINTELS FURNISHED BY MISCELLANEOUS METALS AND REBUILT MASONRY 12 REMOVE EXISTING MECHANICAL EQUIPMENT, SLEEVES, AND APPURTENANCES 13 REMOVE EXISTING PLASTER CEILING ASSEMBLY INCLUDING FRAMING, PLASTER AND TRIM 14 REMOVE AND SALVAGE EXISTING ORNAMENTAL GATE INCLUDING HARDWARE SET INTO MASONRY 15 ROOFING: REMOVING EXISTING METAL COPING 15.1 ROOFING: REMOVE EXISTING ASPHALT SHINGLE ROOFING, METAL TRIM AND FLASHING 16 REMOVE EXISTING SHOWER ASSEMBLY INCLUDING CONCEALED PIPING 16M MASONRY; REBUILD MASONRY AT REMOVED EQUIPMENT 17 REMOVE EXISTING STEEL FRAME AND COVER, CONCRETE VAULT; TERMINATE, CAP AND MAKE SAFE EXISTING PIPING 18 MAKE SAFE AND REMOVE EXISTING ELECTRICAL SERVICE, METER PANELS, WIRING AND TELEPHONE EQUIPMENT 19 MAKE SAFE AND REMOVE EXISTING LIFT STATION PUMP CONTROL EQUIPMENT, RETURN UNITS TO OWNER’S PUMP CONTRACTOR 20 REMOVE EXISTING WOOD FRAMING WALL 21 ROOFING: REMOVE EXISTING EPDM ROOFING MEMBRANE COVER BOARDS, INSULATION TO EXISTING WOOD DECK 22 ROOFING: AREA CONTAINS ADDED FRAMING OR LAYER TO INCREASE PITCH, REMOVE 23 REMOVE EXISTING PLUMBING, COORDINATE WITH ROOFING REMOVAL AND GENERAL DEMOLITION BELOW 24 REMOVE EXISTING VENT ASSEMBLY, COORDINATE WITH ROOFING REMOVAL AND GENERAL DEMOLITION BELOW 25 REMOVE EXISTING , EXPOSED WOOD BLOCKING ALONG ROOF EDGE. 25-29 NOT USED 30 REMOVE EXISTING WOOD LATH AND PLASTER CEILING ASSEMBLY TO UNDERSIDE OF EXISTING WOOD ROOF FRAMING 31 EXISTING EXPOSED STRUCTURE TO REMAIN 32 EXPOSED TO ROOF STRUCTURE (NO CEILING) 33 EXISTING EXPLORATORY HOLES CUT INTO CEILING; AVAILABLE FOR BIDDER/CONTRACTOR TO INVESTIGATE INTERIOR GENERAL DEMOLITION NOTES A. TEST AND MAKE SAFE ALL ELECTRICAL EQUIPMENT; TERMINATE POWER B TEST AND MAKE SAFE ALL DOMESTIC WATER CONNECTIONS C REMOVE ALL ELECTRICAL DEVICES, LIGHT FIXTURES, CONDUITS, FITTINGS AND APPURTENANCES THAT ARE EXPOSED TO VIEW OR CONCEALED ABOVE CEILING; NO EXISTING ELECTRICAL IS BEING REUSED IN THE NEW WORK D. REMOVE ALL PLUMBING FIXTURES, PIPING, FITTINGS, AND VENT PIPING COMPLETELY; NO EXISTING PLUMBING IS BEING REUSED IN THE NEW WORK. E OWNER WILL REMOVE ALL EQUIPMENT THAT THEY ARE SALVAGING. ALL EQUIPMENT REMAINING WILL REMOVED BY CONTRACTOR. ARCHITECT PROJECT NAME CLIENT PROJECT TEAM REVISIONS DRAWING TITLE DRAWING INFORMATION DRAWING NUMBER Bargmann Hendrie + Archetype, Inc. 9 Channel Center Street Boston, MA 02210 [PHONE REDACTED] Tel Copyright BH+A, Inc. DATE OF ISSUE DESCRIPTION SCALE DRAWN BY PROJECT # FILE NAME 1 2 3 4 5 DATE +a bh 3374-Forest River.rvt As indicated C:\Local Revit\3374-Forest River Pool_Bathhouse_R20_ClaraCastro6.rvt 11/2/2020 3:30:07 PM D102 BATHHOUSE DEMOLITION ROOF PLAN AND RCP JS 3374 October 30, 2020 90% Construction Documents Forest River Outdoor Recreation & Nature Center City of Salem 93 Washington Street Salem, MA 01970 Structures North 60 Washington Street, Salem MA 01970 [PHONE REDACTED] STRUCTURAL ENGINEER Norian Siani 43 Bradford Street, 3rd Floor Concord, MA 01742 [PHONE REDACTED] MEP/FP ENGINEER Hancock Associates 121 E. Berkeley Street, 4th Floor Boston, MA 02118 [PHONE REDACTED] CIVIL ENGINEER Kyle Zick Landscape Architecture 36 Bromfield Street, Suite 202 Boston, MA 02108 [PHONE REDACTED] LANDSCAPE JS 32 Clifton Street Salem, MA 01970 HISTORIC CONSULTANT Epsilon Associates 3 Mill & Main Place, Suite 250 Maynard, MA 01754 [PHONE REDACTED] 1/8" = 1'-0" 1 BATHHOUSE DEMOLITION ROOF PLAN 1/8" = 1'-0" 2 BATHHOUSE DEMOLITION REFLECTED CEILING PLAN 0' 8' 16' 4' N PROJECT NORTH ---PAGE BREAK--- 12 14 6 6 6 6 15 12 12 4 4 4 4 3 15 1' - 2" 6' - 0" 4.2 4.3M 4.3M 11M 11M 11M 4 4 4 4 4 3 3 15 1' - 0" 1' - 0" 1' - 0"1' - 0" 11M 15.1 20 11M 4.2 4.2 4.2 4.2 4.2 4 4 4 4 10 15 19 10M 11M 4.2 4.2 4.2 4.2 12 12 15 1' - 10" 1' - 1" 1' - 4" 8' - 7" 11M 11M 16 15 16M 15 16 16M 15 2 1 4 3 6 5 7 8 10 9 DEMOLITION KEYED NOTES 1 REMOVE EXISTING CONCRETE SLAB AT FORMER EXTERIOR SHOWERS; ASSUME 12- INCH THICKNESS 1.1 REMOVE EXISTING BITUMINOUS ASPHALT PAVING AND MISCELLANEOUS CONCRETE PAVING 2 REMOVE EXISTING INTERIOR CONCRETE SLAB CORNER TO CORNER OF AREA. EXISTING SLAB APPROXIMATELY 6 INCHES THICK 2.1 REMOVE EXISTING FLOOR DRAIN AND ASSOCIATED PIPING BELOW GRADE; PLUG AND GROUT SOLID ABANDONED PIPING THAT CANNOT BE REMOVED 3 REMOVE EXISTING DOOR AND FRAME 4 REMOVE EXISTING WINDOW UNIT, FRAME AND TRIM TO EXPOSE EXISTING MASONRY ROUGH OPENING 4.2 REMOVE EXISTING WOOD WINDOWSILL AND BRACKETS 4.3M MASONRY : PREPARE OPENING AND WALL TO RECEIVE NEW MASONRY INFILL. D 5 REMOVE EXISTING MASONRY WALLS 5M MASONRY: REMOVE EXISTING TIES, LOOSE MORTAR, BROKEN UNITS; REPAIR WALL TO SMOOTH CONSISTENT FINISH READY TO RECEIVE PAINT 6. REMOVE EXISTING OVERHEAD COILING DOOR ASSEMBLY INCLUDING INSERTS, BOLTS AND MOUNTING HARDWARE 6M MASONRY; POINT AND REPAIR MASONRY WHERE DOOR ASSEMBLY IS REMOVED 7 REMOVE EXISTING SHOWER COMPARTMENTS, DOORS, HARDWARE AND ACCESSORIES 8 REMOVE EXISTING PLUMBING FIXTURE, PIPING AND ACCESSORIES 9 REMOVE EXISTING COUNTER WOOD TOPPED CMU COUNTER 10 REMOVE EXISTING MASONRY INFILL 10M MASONRY: PREPARE OPENING/EXPAND MASONRY OPENING FOR NEW WORK. 11M MASONRY: REMOVE EXISTING MASONRY TO CREATE NEW MASONRY OPENING; INSTALL NEW LINTELS FURNISHED BY MISCELLANEOUS METALS AND REBUILT MASONRY 12 REMOVE EXISTING MECHANICAL EQUIPMENT, SLEEVES, AND APPURTENANCES 13 REMOVE EXISTING PLASTER CEILING ASSEMBLY INCLUDING FRAMING, PLASTER AND TRIM 14 REMOVE AND SALVAGE EXISTING ORNAMENTAL GATE INCLUDING HARDWARE SET INTO MASONRY 15 ROOFING: REMOVING EXISTING METAL COPING 15.1 ROOFING: REMOVE EXISTING ASPHALT SHINGLE ROOFING, METAL TRIM AND FLASHING 16 REMOVE EXISTING SHOWER ASSEMBLY INCLUDING CONCEALED PIPING 16M MASONRY; REBUILD MASONRY AT REMOVED EQUIPMENT 17 REMOVE EXISTING STEEL FRAME AND COVER, CONCRETE VAULT; TERMINATE, CAP AND MAKE SAFE EXISTING PIPING 18 MAKE SAFE AND REMOVE EXISTING ELECTRICAL SERVICE, METER PANELS, WIRING AND TELEPHONE EQUIPMENT 19 MAKE SAFE AND REMOVE EXISTING LIFT STATION PUMP CONTROL EQUIPMENT, RETURN UNITS TO OWNER’S PUMP CONTRACTOR 20 REMOVE EXISTING WOOD FRAMING WALL 21 ROOFING: REMOVE EXISTING EPDM ROOFING MEMBRANE COVER BOARDS, INSULATION TO EXISTING WOOD DECK 22 ROOFING: AREA CONTAINS ADDED FRAMING OR LAYER TO INCREASE PITCH, REMOVE 23 REMOVE EXISTING PLUMBING, COORDINATE WITH ROOFING REMOVAL AND GENERAL DEMOLITION BELOW 24 REMOVE EXISTING VENT ASSEMBLY, COORDINATE WITH ROOFING REMOVAL AND GENERAL DEMOLITION BELOW 25 REMOVE EXISTING , EXPOSED WOOD BLOCKING ALONG ROOF EDGE. 25-29 NOT USED 30 REMOVE EXISTING WOOD LATH AND PLASTER CEILING ASSEMBLY TO UNDERSIDE OF EXISTING WOOD ROOF FRAMING 31 EXISTING EXPOSED STRUCTURE TO REMAIN 32 EXPOSED TO ROOF STRUCTURE (NO CEILING) 33 EXISTING EXPLORATORY HOLES CUT INTO CEILING; AVAILABLE FOR BIDDER/CONTRACTOR TO INVESTIGATE INTERIOR GENERAL DEMOLITION NOTES A. TEST AND MAKE SAFE ALL ELECTRICAL EQUIPMENT; TERMINATE POWER B TEST AND MAKE SAFE ALL DOMESTIC WATER CONNECTIONS C REMOVE ALL ELECTRICAL DEVICES, LIGHT FIXTURES, CONDUITS, FITTINGS AND APPURTENANCES THAT ARE EXPOSED TO VIEW OR CONCEALED ABOVE CEILING; NO EXISTING ELECTRICAL IS BEING REUSED IN THE NEW WORK D. REMOVE ALL PLUMBING FIXTURES, PIPING, FITTINGS, AND VENT PIPING COMPLETELY; NO EXISTING PLUMBING IS BEING REUSED IN THE NEW WORK. E OWNER WILL REMOVE ALL EQUIPMENT THAT THEY ARE SALVAGING. ALL EQUIPMENT REMAINING WILL REMOVED BY CONTRACTOR. ARCHITECT PROJECT NAME CLIENT PROJECT TEAM REVISIONS DRAWING TITLE DRAWING INFORMATION DRAWING NUMBER Bargmann Hendrie + Archetype, Inc. 9 Channel Center Street Boston, MA 02210 [PHONE REDACTED] Tel Copyright BH+A, Inc. DATE OF ISSUE DESCRIPTION SCALE DRAWN BY PROJECT # FILE NAME 1 2 3 4 5 DATE +a bh 3374-Forest River.rvt As indicated C:\Local Revit\3374-Forest River Pool_Bathhouse_R20_ClaraCastro6.rvt 11/2/2020 3:30:45 PM D201 BATHHOUSE DEMOLITION ELEVATIONS JS 3374 October 30, 2020 90% Construction Documents Forest River Outdoor Recreation & Nature Center City of Salem 93 Washington Street Salem, MA 01970 Structures North 60 Washington Street, Salem MA 01970 [PHONE REDACTED] STRUCTURAL ENGINEER Norian Siani 43 Bradford Street, 3rd Floor Concord, MA 01742 [PHONE REDACTED] MEP/FP ENGINEER Hancock Associates 121 E. Berkeley Street, 4th Floor Boston, MA 02118 [PHONE REDACTED] CIVIL ENGINEER Kyle Zick Landscape Architecture 36 Bromfield Street, Suite 202 Boston, MA 02108 [PHONE REDACTED] LANDSCAPE JS 32 Clifton Street Salem, MA 01970 HISTORIC CONSULTANT Epsilon Associates 3 Mill & Main Place, Suite 250 Maynard, MA 01754 [PHONE REDACTED] 1/4" = 1'-0" 1 BATHHOUSE NORTH DEMOLITION ELEVATION 1/4" = 1'-0" 2 BATHHOUSE EAST DEMOLITION ELEVATION 1/4" = 1'-0" 3 BATHHOUSE SOUTH DEMOLITION ELEVATION 1/4" = 1'-0" 4 BATHHOUSE WEST DEMOLITION ELEVATION 1/4" = 1'-0" 6 NE WING WALL DEMOLITION ELEVATION 1/4" = 1'-0" 5 SE WING WALL DEMOLITION ELEVATION 1/4" = 1'-0" 8 SW WING WALL DEMOLITION ELEVATION 1/4" = 1'-0" 7 NW WING WALL DEMOLITION ELEVATION 1/4" = 1'-0" 9 EAST WING WALL ELEVATION 1/4" = 1'-0" 10 WEST ELEVATION WING WALL ---PAGE BREAK--- 2 4 6 3 5 1 6 6M 21 20 11M 4.2 7' - 4" 7' - 4" 3 11M 4.2 4.2 4.2 11M 11M 6 20 10 10 14 11M 3 11M 4.2 11M 10 11M 4.2 11M 6 20 10M 11M 10 4 4.2 4 4.2 DEMOLITION KEYED NOTES 1 REMOVE EXISTING CONCRETE SLAB AT FORMER EXTERIOR SHOWERS; ASSUME 12- INCH THICKNESS 1.1 REMOVE EXISTING BITUMINOUS ASPHALT PAVING AND MISCELLANEOUS CONCRETE PAVING 2 REMOVE EXISTING INTERIOR CONCRETE SLAB CORNER TO CORNER OF AREA. EXISTING SLAB APPROXIMATELY 6 INCHES THICK 2.1 REMOVE EXISTING FLOOR DRAIN AND ASSOCIATED PIPING BELOW GRADE; PLUG AND GROUT SOLID ABANDONED PIPING THAT CANNOT BE REMOVED 3 REMOVE EXISTING DOOR AND FRAME 4 REMOVE EXISTING WINDOW UNIT, FRAME AND TRIM TO EXPOSE EXISTING MASONRY ROUGH OPENING 4.2 REMOVE EXISTING WOOD WINDOWSILL AND BRACKETS 4.3M MASONRY : PREPARE OPENING AND WALL TO RECEIVE NEW MASONRY INFILL. D 5 REMOVE EXISTING MASONRY WALLS 5M MASONRY: REMOVE EXISTING TIES, LOOSE MORTAR, BROKEN UNITS; REPAIR WALL TO SMOOTH CONSISTENT FINISH READY TO RECEIVE PAINT 6. REMOVE EXISTING OVERHEAD COILING DOOR ASSEMBLY INCLUDING INSERTS, BOLTS AND MOUNTING HARDWARE 6M MASONRY; POINT AND REPAIR MASONRY WHERE DOOR ASSEMBLY IS REMOVED 7 REMOVE EXISTING SHOWER COMPARTMENTS, DOORS, HARDWARE AND ACCESSORIES 8 REMOVE EXISTING PLUMBING FIXTURE, PIPING AND ACCESSORIES 9 REMOVE EXISTING COUNTER WOOD TOPPED CMU COUNTER 10 REMOVE EXISTING MASONRY INFILL 10M MASONRY: PREPARE OPENING/EXPAND MASONRY OPENING FOR NEW WORK. 11M MASONRY: REMOVE EXISTING MASONRY TO CREATE NEW MASONRY OPENING; INSTALL NEW LINTELS FURNISHED BY MISCELLANEOUS METALS AND REBUILT MASONRY 12 REMOVE EXISTING MECHANICAL EQUIPMENT, SLEEVES, AND APPURTENANCES 13 REMOVE EXISTING PLASTER CEILING ASSEMBLY INCLUDING FRAMING, PLASTER AND TRIM 14 REMOVE AND SALVAGE EXISTING ORNAMENTAL GATE INCLUDING HARDWARE SET INTO MASONRY 15 ROOFING: REMOVING EXISTING METAL COPING 15.1 ROOFING: REMOVE EXISTING ASPHALT SHINGLE ROOFING, METAL TRIM AND FLASHING 16 REMOVE EXISTING SHOWER ASSEMBLY INCLUDING CONCEALED PIPING 16M MASONRY; REBUILD MASONRY AT REMOVED EQUIPMENT 17 REMOVE EXISTING STEEL FRAME AND COVER, CONCRETE VAULT; TERMINATE, CAP AND MAKE SAFE EXISTING PIPING 18 MAKE SAFE AND REMOVE EXISTING ELECTRICAL SERVICE, METER PANELS, WIRING AND TELEPHONE EQUIPMENT 19 MAKE SAFE AND REMOVE EXISTING LIFT STATION PUMP CONTROL EQUIPMENT, RETURN UNITS TO OWNER’S PUMP CONTRACTOR 20 REMOVE EXISTING WOOD FRAMING WALL 21 ROOFING: REMOVE EXISTING EPDM ROOFING MEMBRANE COVER BOARDS, INSULATION TO EXISTING WOOD DECK 22 ROOFING: AREA CONTAINS ADDED FRAMING OR LAYER TO INCREASE PITCH, REMOVE 23 REMOVE EXISTING PLUMBING, COORDINATE WITH ROOFING REMOVAL AND GENERAL DEMOLITION BELOW 24 REMOVE EXISTING VENT ASSEMBLY, COORDINATE WITH ROOFING REMOVAL AND GENERAL DEMOLITION BELOW 25 REMOVE EXISTING , EXPOSED WOOD BLOCKING ALONG ROOF EDGE. 25-29 NOT USED 30 REMOVE EXISTING WOOD LATH AND PLASTER CEILING ASSEMBLY TO UNDERSIDE OF EXISTING WOOD ROOF FRAMING 31 EXISTING EXPOSED STRUCTURE TO REMAIN 32 EXPOSED TO ROOF STRUCTURE (NO CEILING) 33 EXISTING EXPLORATORY HOLES CUT INTO CEILING; AVAILABLE FOR BIDDER/CONTRACTOR TO INVESTIGATE INTERIOR GENERAL DEMOLITION NOTES A. TEST AND MAKE SAFE ALL ELECTRICAL EQUIPMENT; TERMINATE POWER B TEST AND MAKE SAFE ALL DOMESTIC WATER CONNECTIONS C REMOVE ALL ELECTRICAL DEVICES, LIGHT FIXTURES, CONDUITS, FITTINGS AND APPURTENANCES THAT ARE EXPOSED TO VIEW OR CONCEALED ABOVE CEILING; NO EXISTING ELECTRICAL IS BEING REUSED IN THE NEW WORK D. REMOVE ALL PLUMBING FIXTURES, PIPING, FITTINGS, AND VENT PIPING COMPLETELY; NO EXISTING PLUMBING IS BEING REUSED IN THE NEW WORK. E OWNER WILL REMOVE ALL EQUIPMENT THAT THEY ARE SALVAGING. ALL EQUIPMENT REMAINING WILL REMOVED BY CONTRACTOR. ARCHITECT PROJECT NAME CLIENT PROJECT TEAM REVISIONS DRAWING TITLE DRAWING INFORMATION DRAWING NUMBER Bargmann Hendrie + Archetype, Inc. 9 Channel Center Street Boston, MA 02210 [PHONE REDACTED] Tel Copyright BH+A, Inc. DATE OF ISSUE DESCRIPTION SCALE DRAWN BY PROJECT # FILE NAME 1 2 3 4 5 DATE +a bh 3374-Forest River.rvt As indicated C:\Local Revit\3374-Forest River Pool_Bathhouse_R20_ClaraCastro6.rvt 11/2/2020 3:32:07 PM D202 BATHHOUSE DEMOLITION ELEVATIONS JS 3374 October 30, 2020 90% Construction Documents Forest River Outdoor Recreation & Nature Center City of Salem 93 Washington Street Salem, MA 01970 Structures North 60 Washington Street, Salem MA 01970 [PHONE REDACTED] STRUCTURAL ENGINEER Norian Siani 43 Bradford Street, 3rd Floor Concord, MA 01742 [PHONE REDACTED] MEP/FP ENGINEER Hancock Associates 121 E. Berkeley Street, 4th Floor Boston, MA 02118 [PHONE REDACTED] CIVIL ENGINEER Kyle Zick Landscape Architecture 36 Bromfield Street, Suite 202 Boston, MA 02108 [PHONE REDACTED] LANDSCAPE JS 32 Clifton Street Salem, MA 01970 HISTORIC CONSULTANT Epsilon Associates 3 Mill & Main Place, Suite 250 Maynard, MA 01754 [PHONE REDACTED] 1/4" = 1'-0" 1 CORRIDOR SOUTH ELEVATION 1/4" = 1'-0" 2 CORRIDOR WEST ELEVATION 1/4" = 1'-0" 3 CORRIDOR NORTH ELEVATION 1/4" = 1'-0" 4 CORRIDOR EAST ELEVATION 1/4" = 1'-0" 5 BAY WINDOW EAST ELEVATION 1/4" = 1'-0" 6 BAY WINDOW WEST ELEVATION ---PAGE BREAK--- Men Women Concession Park Storage Mechanical Pool Storage Storage Men's Changing Room Women's Changing Room Life Guard First Aid Electrical Concession Storage PROVIDED FOR REFERENCE ONLY. FIELD VERIFY EXISTING CONDITIONS A200 4' - 7" 4' - 0" 10' - 0" 23' - 6" 9' - 4" 11' - 8" 22' - 10" A204 4 A204 1 A204 5 A204 6 ARCHITECT PROJECT NAME CLIENT PROJECT TEAM REVISIONS DRAWING TITLE DRAWING INFORMATION DRAWING NUMBER Bargmann Hendrie + Archetype, Inc. 9 Channel Center Street, Suite 300 Boston, MA 02210 [PHONE REDACTED] Tel Copyright BH+A, Inc. DATE OF ISSUE DESCRIPTION SCALE DRAWN BY PROJECT # FILE NAME 1 2 3 4 5 DATE +a bh 3374-Forest River.rvt 1/4" = 1'-0" C:\Local Revit\3374-Forest River Pool_Bathhouse_R20_ClaraCastro6.rvt 10/27/2020 4:26:04 PM A100 BATHHOUSE EXISTING FLOOR PLAN CC 3374 October 30, 2020 90% Construction Documents Forest River Outdoor Recreation & Nature Center City of Salem 93 Washington Street Salem, MA 01970 Structures North 60 Washington Street, Salem MA 01970 [PHONE REDACTED] STRUCTURAL ENGINEER Norian Siani 43 Bradford Street, 3rd Floor Concord, MA 01742 [PHONE REDACTED] MEP/FP ENGINEER Hancock Associates 121 E. Berkeley Street, 4th Floor Boston, MA 02118 [PHONE REDACTED] CIVIL ENGINEER Kyle Zick Landscape Architecture 36 Bromfield Street, Suite 202 Boston, MA 02108 [PHONE REDACTED] LANDSCAPE CC 32 Clifton Street Salem, MA 01970 HISTORIC CONSULTANT Epsilon Associates 3 Mill & Main Place, Suite 250 Maynard, MA 01754 [PHONE REDACTED] 0' 4' 8' 2' N PROJECT NORTH ---PAGE BREAK--- A201 1 A201 3 A201 4 A201 2 DECK BENCH BENCH 107 104 109 110 110A 113 114 117 119 120 116 115 1 A300 3 A300 2 A300 6' - 0" 7 5/8" 6' - 6" 2' - 4" 9' - 0" 9' - 0" 2' - 4" 6' - 6" BENCH 8' - 3" 1' - 9" 8' - 3" 111 102 7 5/8" 5' - 0" 7 5/8" A401 4 1 2 3 A401 7 6 5 8 A400 4 2 1 3 A400 11 12 9 10 A401 9 11 10 12 109A 109B A400 3Sim A400 7 5 6 8 BEVERAGE COOLER 3-COMPARTMENT SINK SS HAND SINK STAINLESS STEEL COUNTERTOP AND SHELVING BELOW (BY OTHERS) FREEZER BEVERAGE COOLER BEVERAGE COOLER A202 1 A202 2 121 105 103 108 FD FD FD FD FD FD FD FD FD FD FD FD FD 1 2 3 A 4 B C 3 A310 2 A310 9' - 7" 5' - 4" 7 5/8" 1' - 0" 5 5/8" 6' - 2" 7 5/8" 5' - 0" 15' - 0" 5' - 1" 10' - 1" 12' - 2" 6' - 6" ALIGN 4' - 0" 10' - 9" 11' - 4" 4" 12' - 2" 7 5/8" 5' - 0" 7 5/8" 10' - 9" 4' - 0" ALIGN 4' - 6" 7' - 10" 5 5/8" 4' - 6" 5 5/8" 7' - 10" 5 5/8" 17' - 8" 18' - 2" 4' - 0" 5' - 4" 7 5/8" 5 5/8" 4' - 7" 5 5/8" 2' - 7" 10' - 0" 5 5/8" 1' - 6" 5' - 0" 5 5/8" 5 5/8" 1' - 6" 5' - 0" 2' - 7" 15' - 1" 7 5/8" 1' - 0" 5 5/8" 9' - 6" 8" M.O. 4' - 4" 7' - 8" M.O. 3' - 4" 14' - 0" 3' - 10" 4' - 6" 13' - 4" 5' - 4" 4' - 0" 8" M.O. 3' - 0" 1' - 11" M.O. 3' - 0" 8" M.O. 5' - 2" 8" M.O. 5' - 2" 4' - 0" M.O. 3' - 4" V.I.F. 8' - 0" VESTIBULE 118 EQ EQ 112A 112 M.O. 3' - 4" 15' - 5" M.O. 3' - 4" 4' - 10" M.O. 3' - 4" 6' - 2 1/2" M.O. 3' - 4" 4' - 6" M.O. 3' - 4" 6' - 2" MECH/ELEC 105 JANITOR 114 VESTIBULE 106 TOILET 107 FAMILY 117 FAMILY 113 WOMEN 115 LOBBY 112 SHOWERS 120 SHOWERS 116 MEN 119 CONCESSION 102 COMMUNITY ROOM 109 STORAGE 103 CORRIDOR 111 CORRIDOR 101 CONTROLLER 104 DATA 121 TOILET 108 ENTRY VESTIBULE 100 101 10" M.O. 6' - 4" 10" STAINLESS STEEL WATER COOLER/ BOTTLE FILLING STATION A B B A B B C C A B B B A B M.O. 3' - 4" 1' - 9" 1' - 9" TRASH LOUVERED PANEL SCREEN FENCE SYSTEM C C A D D E F F G E G F E F F E F G E G J H J V.I.F. 7' - 10" V.I.F. 1' - 9" V.I.F. 7' - 8" V.I.F. 1' - 9" V.I.F. 7' - 10" V.I.F. 3' - 2" V.I.F. 6' - 0" V.I.F. 3' - 2" V.I.F. 7' - 10" V.I.F. 1' - 9" V.I.F. 7' - 8" V.I.F. 1' - 9" V.I.F. 7' - 10" M.O. 2' - 0" 2' - 6" 4' - 7" M.O. 5' - 4" V.I.F. 7' - 5" 3' - 3" A500 2 A500 1 A500 3 STORAGE 110 K K L M.O. 3' - 4" M ARCHITECT PROJECT NAME CLIENT PROJECT TEAM REVISIONS DRAWING TITLE DRAWING INFORMATION DRAWING NUMBER Bargmann Hendrie + Archetype, Inc. 9 Channel Center Street Boston, MA 02210 [PHONE REDACTED] Tel Copyright BH+A, Inc. DATE OF ISSUE DESCRIPTION SCALE DRAWN BY PROJECT # FILE NAME 1 2 3 4 5 DATE +a bh 3374-Forest River.rvt 1/4" = 1'-0" C:\Local Revit\3374-Forest River Pool_Bathhouse_R20_ClaraCastro6.rvt 11/2/2020 2:02:20 PM A101 BATHHOUSE FLOOR PLAN CC 3374 October 30, 2020 90% Construction Documents Forest River Outdoor Recreation & Nature Center City of Salem 93 Washington Street Salem, MA 01970 Structures North 60 Washington Street, Salem MA 01970 [PHONE REDACTED] STRUCTURAL ENGINEER Norian Siani 43 Bradford Street, 3rd Floor Concord, MA 01742 [PHONE REDACTED] MEP/FP ENGINEER Hancock Associates 121 E. Berkeley Street, 4th Floor Boston, MA 02118 [PHONE REDACTED] CIVIL ENGINEER Kyle Zick Landscape Architecture 36 Bromfield Street, Suite 202 Boston, MA 02108 [PHONE REDACTED] LANDSCAPE CC 32 Clifton Street Salem, MA 01970 HISTORIC CONSULTANT Epsilon Associates 3 Mill & Main Place, Suite 250 Maynard, MA 01754 [PHONE REDACTED] 0' 4' 8' 2' N PROJECT NORTH ---PAGE BREAK--- A205 1 A205 4 A205 3 LIFEGUARD 130 STORAGE 133 TOILET 132 A205 2 A405 9 8 7 10 A405 3 2 4 A405 5 6 1' - 6" 1' - 4" FIRST AID 131 FILTRATION 134 1 1 A302 1 A302 2 A302 133 132 3 A302 3' - 0" 8' - 6" 8' - 8" 40' - 8 3/32" A405 15 14 2 1 1 1 2 3' - 0" 11' - 6" 2' - 0" 130 134 131 2' - 5 1/2" 1' - 11 1/4" 2' - 11 1/2" 3' - 3 1/2" 2' - 11 1/2" 2' - 2 1/4" A322 2 Sim A322 1 Sim A322 3 Sim 3' - 3 1/2" COUNTER 3' - 6" 3' - 4" 6' - 0" 3' - 4" 8' - 8" 8' - 2" 2' - 0" 6' - 4" 3' - 4" 2' - 0" 6 A320 20' - 0" 2' - 1 1/2" 10' - 2 1/4" 9' - 9 3/4" N N N N P P PVC ROOF 1" / 1'-0" PLUMBING VENT LIFEGUARD 130 FIRST AID 131 TOILET 132 STORAGE 133 FILTRATION 134 SUN SHADE EXPOSED STRUCTURE EXHAUST FAN MDO PAINTED MDO PAINTED CEILING FAN EQ EQ EQ 4' - 0" 4' - 0" EQ EQ 8' - 0" EQ LT8 LT8 9' - 0" 9' - 0" LT11 LT6 LT6 LT6 LT6 LT6 LT6 LT 16 LT 16 LT 16 LT 6 LT 6 LT 6 LT 6 LT 16 ALIGN FIXTURES, DEVICES, DIFFUSERS, EQUIPMENT AS SHOWN CEILING LEGEND RETURN DIFFUSER SURFACE MOUNTED LINEAR FIXTURE SUPPLY DIFFUSER PENDANT FIXTURE FACE OF CMU CL OF STEEL 6' - 3" 6' - 3" 2' - 0" 2" TUBE 1/4" FIN 5/8"x4" PLATE 4' - 0 1/2" 5' - 3" ARCHITECT PROJECT NAME CLIENT PROJECT TEAM REVISIONS DRAWING TITLE DRAWING INFORMATION DRAWING NUMBER Bargmann Hendrie + Archetype, Inc. 9 Channel Center Street Boston, MA 02210 [PHONE REDACTED] Tel Copyright BH+A, Inc. DATE OF ISSUE DESCRIPTION SCALE DRAWN BY PROJECT # FILE NAME 1 2 3 4 5 DATE +a bh 3374-Forest River.rvt As indicated C:\Local Revit\3374-Forest River Pool_Support Bldg_R20_ClaraCastro6.rvt 11/2/2020 3:36:11 PM A102 SUPPORT BUILDING FLOOR PLAN, RCP AND ROOF PLAN MN/CC 3374 October 30, 2020 90% Construction Documents Forest River Outdoor Recreation & Nature Center City of Salem 93 Washington Street Salem, MA 01970 Structures North 60 Washington Street, Salem MA 01970 [PHONE REDACTED] STRUCTURAL ENGINEER Norian Siani 43 Bradford Street, 3rd Floor Concord, MA 01742 [PHONE REDACTED] MEP/FP ENGINEER Hancock Associates 121 E. Berkeley Street, 4th Floor Boston, MA 02118 [PHONE REDACTED] CIVIL ENGINEER Kyle Zick Landscape Architecture 36 Bromfield Street, Suite 202 Boston, MA 02108 [PHONE REDACTED] LANDSCAPE MN/CC 32 Clifton Street Salem, MA 01970 HISTORIC CONSULTANT Epsilon Associates 3 Mill & Main Place, Suite 250 Maynard, MA 01754 [PHONE REDACTED] 1/4" = 1'-0" 3 SUPPORT BUILDING FLOOR PLAN 1/4" = 1'-0" 1 SUPPORT BUILDING ROOF PLAN 1/4" = 1'-0" 2 SUPPORT BUILDING RCP 1/4" = 1'-0" 4 PLAN OF SHADE ---PAGE BREAK--- SKYLIGHT PHOTOVOLTAIC PANELS PVC ROOF WITH APPLIES STANDING SEAM ASPHALT ROOFING SYSTEM ON EXITING CANOPY STRUCTURE EXHAUST FAN EXHAUST FAN 5 A510 4 A510 RIDGE RIDGE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE ROOF DRAIN OVERFLOW DRAIN SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE ROOF DRAIN ROOF DRAIN ROOF DRAIN 1 2 3 A 4 B C RELIEF DAMPER RELIEF DAMPER RELIEF DAMPER RELIEF DAMPER RELIEF DAMPER OVERFLOW DRAIN EXHAUST FAN 2 A510 1 A510 8 A510 Sim 3 A510 Sim 7 A510 ARCHITECT PROJECT NAME CLIENT PROJECT TEAM REVISIONS DRAWING TITLE DRAWING INFORMATION DRAWING NUMBER Bargmann Hendrie + Archetype, Inc. 9 Channel Center Street Boston, MA 02210 [PHONE REDACTED] Tel Copyright BH+A, Inc. DATE OF ISSUE DESCRIPTION SCALE DRAWN BY PROJECT # FILE NAME 1 2 3 4 5 DATE +a bh 3374-Forest River.rvt 1/4" = 1'-0" C:\Local Revit\3374-Forest River Pool_Bathhouse_R20_ClaraCastro6.rvt 11/2/2020 2:03:33 PM A103 BATHHOUSE ROOF PLAN CC 3374 October 30, 2020 90% Construction Documents Forest River Outdoor Recreation & Nature Center City of Salem 93 Washington Street Salem, MA 01970 Structures North 60 Washington Street, Salem MA 01970 [PHONE REDACTED] STRUCTURAL ENGINEER Norian Siani 43 Bradford Street, 3rd Floor Concord, MA 01742 [PHONE REDACTED] MEP/FP ENGINEER Hancock Associates 121 E. Berkeley Street, 4th Floor Boston, MA 02118 [PHONE REDACTED] CIVIL ENGINEER Kyle Zick Landscape Architecture 36 Bromfield Street, Suite 202 Boston, MA 02108 [PHONE REDACTED] LANDSCAPE CC 32 Clifton Street Salem, MA 01970 HISTORIC CONSULTANT Epsilon Associates 3 Mill & Main Place, Suite 250 Maynard, MA 01754 [PHONE REDACTED] 1/4" = 1'-0" 1 ROOF PLAN 0' 4' 8' 2' N PROJECT NORTH ---PAGE BREAK--- 9' - 4" 9' - 4" 9' - 2" 9' - 2" 9' - 2" 9' - 2" 9' - 4" 9' - 4" 9' - 4" 8' - 6" 8' - 0" 8' - 0" 9' - 2" EXPOSED STRUCTURE, PAINTED 9' - 2" 9' - 4" 9' - 4" 9' - 4" 9' - 4" EXISTING SOFFIT AND ROOF STRUCTURE TO BE PAINTED SKYLIGHT SKYLIGHT 9' - 2" 9' - 2" 9' - 4" TOILET 108 VESTIBULE 118 STORAGE 103 CONCESSION 102 CORRIDOR 101 VESTIBULE 106 CONTROLLER 104 DATA 121 MECH/ELEC 105 COMMUNITY ROOM 109 ? ? MEN 119 SHOWERS 120 LOBBY 112 CORRIDOR 111 WOMEN 115 SHOWERS 116 FAMILY 113 FAMILY 117 TOILET 107 LT1 LT1 LT1 LT2 LT2 LT2 LT2 LT2 LT2 LT2 LT2 LT2 LT2 LT2 LT2 LT2 LT2 LT2 LT2 LT2 LT3 LT3 LT3 LT3 LT3 LT4 LT4 LT4 LT4 LT4 LT4 LT4 LT4 LT4 LT4 LT4 LT4 LT4 LT5 LT5 LT5 LT5 LT5 LT5 LT5 LT5 LT5 LT5 LT5 LT5 LT5 LT5 LT5 LT5 LT5 LT5 LT5 LT5 LT6 LT6 LT2 LT11 LT8 LT8 LT8 LT8 LT8 LT8 LT8 LT8 LT8 LT8 LT8 LT8 LT8 LT8 LT9A LT9 LT9A LT9 LT9A LT9A LT9 LT9 LT9 LT9 LT9 LT9 LT9 LT9 LT9 LT9 LT9 LT9 LT10 LT10 LT9 LT10 LT9 LT10 LT9 LT9 LT11 LT11 LT10 LT10 LT12 LT12 LT12 LT12 LT15 LT15 LT15 LT15 LT15 LT15 LT16 LT16 LT16 LT16 LT16 LT16 LT16 LT16 LT16 LT16 LT13 LT13 9' - 2" 9' - 2" FIBER CEMENT CEILING BOARD 17' - 8" 4' - 10" 9' - 7" 4' - 9" ALIGN FIXTURES, DEVICES, DIFFUSERS, EQUIPMENT AS SHOWN CEILING LEGEND RETURN DIFFUSER CEILING NOTES 1. MECHANICAL AND ELECTRICAL ITEMS ARE SHOWN FOR LOCATION AND COORDINATION PURPOSE. 2. REFER TO MEP PLANS FOR SPECIFICS FOR EQUIPMENT TYPES. 3. CENTER FIXTURE ON TILE UNLESS OTHERWISE NOTED. 4. ALL EXIT SIGNS SHALL BE CENTERED ON THE WALL OPENING OR DOOR, UNLESS OTHERWISE NOTED. SURFACE MOUNTED LINEAR FIXTURE SUPPLY DIFFUSER SLAT CEILING, CELLULAR PVC TRIM PENDANT FIXTURE LIGHTING FIXTURE (LOBBY) RECESSED CEILING FIXTURE WALL MOUNTED LIGHT RECESSED LINEAR FIXTURE (COMMUNITY ROOM) SURFACE MOUNTED LINEAR FIXTURE ACOUSTIC CEILING TILE, ACT-1 EXTERIOR GYPSUM WALL BOARD CEILING AND/OR SOFFIT, PAINTED ROUND RECESSED DOWNLIGHT ROUND CEILING MOUNTED FIXTURE (SHOWER STALL) WOOD LINEAR VENEERED PANEL SYSTEM (COMMUNITY ROOM) OUTDOOR FIXTURE PENDANT LIGHT WALL SCONCE FIXTURE ARCHITECT PROJECT NAME CLIENT PROJECT TEAM REVISIONS DRAWING TITLE DRAWING INFORMATION DRAWING NUMBER Bargmann Hendrie + Archetype, Inc. 9 Channel Center Street Boston, MA 02210 [PHONE REDACTED] Tel Copyright BH+A, Inc. DATE OF ISSUE DESCRIPTION SCALE DRAWN BY PROJECT # FILE NAME 1 2 3 4 5 DATE +a bh 3374-Forest River.rvt As indicated C:\Local Revit\3374-Forest River Pool_Bathhouse_R20_ClaraCastro6.rvt 11/2/2020 2:05:45 PM A110 BATHHOUSE REFLECTED CEILING PLAN CC 3374 October 30, 2020 90% Construction Documents Forest River Outdoor Recreation & Nature Center City of Salem 93 Washington Street Salem, MA 01970 Structures North 60 Washington Street, Salem MA 01970 [PHONE REDACTED] STRUCTURAL ENGINEER Norian Siani 43 Bradford Street, 3rd Floor Concord, MA 01742 [PHONE REDACTED] MEP/FP ENGINEER Hancock Associates 121 E. Berkeley Street, 4th Floor Boston, MA 02118 [PHONE REDACTED] CIVIL ENGINEER Kyle Zick Landscape Architecture 36 Bromfield Street, Suite 202 Boston, MA 02108 [PHONE REDACTED] LANDSCAPE CC 32 Clifton Street Salem, MA 01970 HISTORIC CONSULTANT Epsilon Associates 3 Mill & Main Place, Suite 250 Maynard, MA 01754 [PHONE REDACTED] ---PAGE BREAK--- ALUMINUM STOREFRONT SYSTEM HOLLOW METAL DOOR AND FRAME STUCCO FINISH COATED EXISTING QUOIN TO REMAIN EXISTING CORNICE COATED CMU TYPE 1 WOOD SIDING CMU TYPE 1 COPING FIBER CEMENT PANELS LIGHT FIXTURE PAINTED WOOD TRIM CMU TYPE 1 F E F G E G F E F F E F G E G J H J ROLLING STORM SHUTTERS WOOD SILL AND POST HOLLOW METAL DOOR AND FRAME, PAINTED STUCCO FINISH COATED EXISTING QUOIN COATED EXISTING CORNICE COATED ALUMINUM STOREFRONT SYSTEM COPING WOOD SIDING PAINTED WOOD TRIM SHYLIGHT LIGHT FIXTURE, TYPICAL LIGHT FIXTURE FIBER CEMENT LOUVER TYPE A B B STUCCO FINISH COATED EXISTING QUOIN COATED EXISTING CORNICE COATED COPING NEW WINDOW WOOD SILL , BRACKETS AND TRIM PAINTED WOOD TRIM ROLLING STORM SHUTTERS STUCCO FINISH COATED EXISTING QUOIN TO REMAIN EXISTING CORBEL TO REMAIN HOLLOW METAL DOOR AND FRAME ASPHALT ROOFING SYSTEM ON EXISTING CANOPY STRUCTURE CMU TYPE 1 COPING WOOD SIDING FIBER CEMENT REPLACEMENT WINDOW SILL PAINTED WOOD TRIM HOLLOW METAL DOOR AND FRAME ALUMINUM STOREFRONT SYSTEM LOUVER TYPE LOUVER TYPE B A B A B B C C K L K PAINTED WOOD TRIM NEW WINDOW WOOD SILL , BRACKETS AND TRIM ROLLING STORM SHUTTERS STUCCO FINISH COATED EXISTING QUOIN COATED EXISTING CORNICE COATED CUT DOWN ENLARGED EXISTING WINDOW OPENING COPING B A B C A D D C D TRANSACTION WINDOW R R Q NEW WINDOW WOOD SILL , BRACKETS AND TRIM ARCHITECT PROJECT NAME CLIENT PROJECT TEAM REVISIONS DRAWING TITLE DRAWING INFORMATION DRAWING NUMBER Bargmann Hendrie + Archetype, Inc. 9 Channel Center Street Boston, MA 02210 [PHONE REDACTED] Tel Copyright BH+A, Inc. DATE OF ISSUE DESCRIPTION SCALE DRAWN BY PROJECT # FILE NAME 1 2 3 4 5 DATE +a bh 3374-Forest River.rvt 1/4" = 1'-0" C:\Local Revit\3374-Forest River Pool_Bathhouse_R20_ClaraCastro6.rvt 11/2/2020 2:18:44 PM A201 BATHHOUSE EXTERIOR ELEVATIONS CC 3374 October 30, 2020 90% Construction Documents Forest River Outdoor Recreation & Nature Center City of Salem 93 Washington Street Salem, MA 01970 Structures North 60 Washington Street, Salem MA 01970 [PHONE REDACTED] STRUCTURAL ENGINEER Norian Siani 43 Bradford Street, 3rd Floor Concord, MA 01742 [PHONE REDACTED] MEP/FP ENGINEER Hancock Associates 121 E. Berkeley Street, 4th Floor Boston, MA 02118 [PHONE REDACTED] CIVIL ENGINEER Kyle Zick Landscape Architecture 36 Bromfield Street, Suite 202 Boston, MA 02108 [PHONE REDACTED] LANDSCAPE CC 32 Clifton Street Salem, MA 01970 HISTORIC CONSULTANT Epsilon Associates 3 Mill & Main Place, Suite 250 Maynard, MA 01754 [PHONE REDACTED] 1/4" = 1'-0" 1 NORTH ELEVATION 1/4" = 1'-0" 2 EAST ELEVATION 1/4" = 1'-0" 3 SOUTH ELEVATION 1/4" = 1'-0" 4 WEST ELEVATION ---PAGE BREAK--- STUCCO FINISH COATED EXISTING QUOIN COATED EXISTING CORNICE COATED COPING STUCCO FINISH COATED EXISTING QUOIN COATED EXISTING CORNICE COATED COPING ARCHITECT PROJECT NAME CLIENT PROJECT TEAM REVISIONS DRAWING TITLE DRAWING INFORMATION DRAWING NUMBER Bargmann Hendrie + Archetype, Inc. 9 Channel Center Street Boston, MA 02210 [PHONE REDACTED] Tel Copyright BH+A, Inc. DATE OF ISSUE DESCRIPTION SCALE DRAWN BY PROJECT # FILE NAME 1 2 3 4 5 DATE +a bh 3374-Forest River.rvt 1/4" = 1'-0" C:\Local Revit\3374-Forest River Pool_Bathhouse_R20_ClaraCastro6.rvt 11/2/2020 2:40:50 PM A202 BATHHOUSE EXTERIOR ELEVATIONS CC 3374 October 30, 2020 90% Construction Documents Forest River Outdoor Recreation & Nature Center City of Salem 93 Washington Street Salem, MA 01970 Structures North 60 Washington Street, Salem MA 01970 [PHONE REDACTED] STRUCTURAL ENGINEER Norian Siani 43 Bradford Street, 3rd Floor Concord, MA 01742 [PHONE REDACTED] MEP/FP ENGINEER Hancock Associates 121 E. Berkeley Street, 4th Floor Boston, MA 02118 [PHONE REDACTED] CIVIL ENGINEER Kyle Zick Landscape Architecture 36 Bromfield Street, Suite 202 Boston, MA 02108 [PHONE REDACTED] LANDSCAPE CC 32 Clifton Street Salem, MA 01970 HISTORIC CONSULTANT Epsilon Associates 3 Mill & Main Place, Suite 250 Maynard, MA 01754 [PHONE REDACTED] 1/4" = 1'-0" 1 NW WING WALL 1/4" = 1'-0" 2 SW WING WALL ---PAGE BREAK--- 17 17 5 17 17 20 18 1 17 18 13 8 2 1 9 21 4 5 3 2 1 6 3 6 12 7 5 11 10 6 6 5 7 6 8 12 13 14 15 3 8 16 STUCCO REPAIR KEYED NOTES 1 STEPPED CRACK IN MASONRY SUBSTRATE 1R REMOVE LOOSE STUCCO, REPOINT/REPAIR STEPPED CRACK, RESTORE STUCCO 2 EXISTING STUCCO PATCH 3 HORIZONTAL CRACK IN STUCCO WITH EXISTING REPAIR. 3R REMOVE LOOSE STUCCO MATERIAL; RESTORE STUCCO 4 LOOSE MORTAR AT CORNICE 4R REMOVE LOOSE STUCCO AND MORTAR 5 OPEN JOINT BETWEEN CORNICE AND PARAPET WALL 5R REMOVE LOOSE STUCCO AND MORTAR/RESTORE STUCCO 6 EXISTING WOOD SILL WITH DAMAGED BRACKET 6R REMOVE EXISTING WOOD FINISH, PROVIDE WOOD REPAIR, REPAINT; PROVIDE NEW PAINTED WOOD BRACKETS 7 CRACKED AND SPALLED STUCCO BETWEEN CORNICE AND PARAPET; STEPPED CRACKS IN MASONRY 7R REMOVE EXISTING STUCCO; REMOVE LOOSE MASONRY UNITS AND REBUILD ; ASSUME 4 SQUARE FEET OF MASONRY. RESTORE STUCCO 8 MISSING WASH ON TOP OF QUOIN; WATER ACCUMULATING 8R REMOVE LOOSE MATERIAL AND PROVIDE POSITIVE SLOPE WITH STUCCO 9 SPALLED STUCCO AT WINDOW JAMB 9R REMOVE LOOSE STUCCO AND RESTORE 10 PEELING PAINT- GENERALLY SOLID SUBSTRATE 10RREMOVE LOOSE PAINT AND PREPARE FOR NEW COATING 11 OPEN JOINT AT INSIDE CORNER 11RREMOVE LOOSE MATERIAL; POINT OPEN MASONRY JOINT’ RESTORE STUCCO 12 SURFACE SPALL AND MINOR CRACKS 12RREMOVE LOOSE STUCCO 13 LARGE CRACK; EXISTING PATCH HAS FAILED JOINT IN MASONRY 13RREMOVE SPALLED AND DAMAGED STUCCO; REPOINT MASONRY JOINTS AND PROVIDE CRACK REPAIR AT DAMAGED MASONRY UNITS; RESTORE STUCCO 14 THROUGH CRACKS AT MASONRY ARCH; MASONRY HAS MOVED, DAMAGED TELEGRAPHED THROUGH STUCCO 14RREMOVE LOOSE STUCCO AND DAMAGED MASONRY; FORM AND REBUILD MASONRY ARCH; RESTORE STUCCO 15 HOLES DRILLED THROUGH WALL AT FORMER UTILITY PENENTRATION 15RGROUT HOLES IN SOLID; RESTORE STUCCO 16 STUCCO SPALL; EXPOSED REBAR IN CORNICE 16RREMOVE LOOSE STUCCO, REMOVE PORTION SUFFICIENT CONCRETE CORNICE MATERIAL TO SPLICE IN NEW REBAR; TREAT EXISTING REBAR; PROVIDE BONDING AGENT AND APPLY VERTICAL CONCRETE REPAIR MATERIAL ; MATCH EXISTING PROFILE; RESTORE STUCCO FINISH 17 PRECAST/CONCRETE CORNICE IS OUT OF ALIGNMENT; MASONRY ARCH HAS FAILED; MOVEMENT HAS DAMAGED AND TELEGRAPHED THROUGH STUCCO 17RREMOVE DAMAGED STUCCO, MASONRY AND PRECAST ELEMENTS THAT HAVE MOVED. FORM AND REBUILD MASONRY ARCH; RESET PRECAST CORNICE; REBUILD MASONRY PARAPET; RESTORE STUCCO 18 THROUGH CRACKS AT MASONRY ARCH; MASONRY HAS MOVED, DAMAGED TELEGRAPHED THROUGH STUCCO 18RREMOVE LOOSE STUCCO AND DAMAGED MASONRY; FORM AND REBUILD MASONRY ARCH; RESTORE STUCCO 19 EXISTING WOOD SILL WITH DAMAGED BRACKET 19RREMOVE EXISTING WOOD FINISH, PROVIDE WOOD REPAIR, REPAINT; PROVIDE NEW PAINTED WOOD BRACKETS 20 STEEL LINTEL HAS RUSTED AND EXPANDED 20RREMOVE EXISTING STUCCO; REMOVE EXISTING MASONRY AND LINTEL, PROVIDE NEW GALVANIZED LINTEL, FLASHING, AND REBUILD MASONRY; RESTORE STUCCO 21 SPALLED AND DAMAGED STUCCO/,MASONRY AT THROUGH WALL FANS. 21RREMOVE EXISTING FAN, STUCCO AND DAMAGED MASONRY. REBUILD DAMAGED MASONRY 2 SF, FILL VOID AT FAN SOLID WITH MASONRY. RESTORE STUCCO WERE WALL IS EXPOSED AT THE INTERIOR 2 1 4 3 6 5 7 8 10 9 STUCCO REPAIR KEYED NOTES Stucco Repair Keyed Notes Legend: x. Identifies deficiency XR Describes scope of work/repair Masonry work by masonry subcontractor Painting work by painting subcontractor ARCHITECT PROJECT NAME CLIENT PROJECT TEAM REVISIONS DRAWING TITLE DRAWING INFORMATION DRAWING NUMBER Bargmann Hendrie + Archetype, Inc. 9 Channel Center Street Boston, MA 02210 [PHONE REDACTED] Tel Copyright BH+A, Inc. DATE OF ISSUE DESCRIPTION SCALE DRAWN BY PROJECT # FILE NAME 1 2 3 4 5 DATE +a bh 3374-Forest River.rvt As indicated C:\Local Revit\3374-Forest River Pool_Bathhouse_R20_ClaraCastro6.rvt 11/2/2020 2:44:10 PM A203 BATHHOUSE ELEVATIONS MASONRY REPAIRS CC 3374 October 30, 2020 90% Construction Documents Forest River Outdoor Recreation & Nature Center City of Salem 93 Washington Street Salem, MA 01970 Structures North 60 Washington Street, Salem MA 01970 [PHONE REDACTED] STRUCTURAL ENGINEER Norian Siani 43 Bradford Street, 3rd Floor Concord, MA 01742 [PHONE REDACTED] MEP/FP ENGINEER Hancock Associates 121 E. Berkeley Street, 4th Floor Boston, MA 02118 [PHONE REDACTED] CIVIL ENGINEER Kyle Zick Landscape Architecture 36 Bromfield Street, Suite 202 Boston, MA 02108 [PHONE REDACTED] LANDSCAPE CC 32 Clifton Street Salem, MA 01970 HISTORIC CONSULTANT Epsilon Associates 3 Mill & Main Place, Suite 250 Maynard, MA 01754 [PHONE REDACTED] 1/4" = 1'-0" 1 BATHHOUSE NORTH MASONRY REPAIR ELEVATION 1/4" = 1'-0" 2 BATHHOUSE EAST MASONRY REPAIR ELEVATION 1/4" = 1'-0" 3 BATHHOUSE SOUTH MASONRY REPAIR ELEVATION 1/4" = 1'-0" 4 BATHHOUSE WEST MASONRY REPAIR ELEVATION 1/4" = 1'-0" 7 NORTH WING REPAIR ELEVATION 1/4" = 1'-0" 6 NORTH WING REPAIR ELEVATION 1/4" = 1'-0" 5 SOUTH WING REPAIR ELEVATION 1/4" = 1'-0" 8 SOUTH WING REPAIR ELEVATION 1/4" = 1'-0" 9 EAST WING ELEVATION 1/4" = 1'-0" 10 WEST ELEVATION WING ---PAGE BREAK--- 2 4 6 3 5 1 STUCCO REPAIR KEYED NOTES 1 STEPPED CRACK IN MASONRY SUBSTRATE 1R REMOVE LOOSE STUCCO, REPOINT/REPAIR STEPPED CRACK, RESTORE STUCCO 2 EXISTING STUCCO PATCH 3 HORIZONTAL CRACK IN STUCCO WITH EXISTING REPAIR. 3R REMOVE LOOSE STUCCO MATERIAL; RESTORE STUCCO 4 LOOSE MORTAR AT CORNICE 4R REMOVE LOOSE STUCCO AND MORTAR 5 OPEN JOINT BETWEEN CORNICE AND PARAPET WALL 5R REMOVE LOOSE STUCCO AND MORTAR/RESTORE STUCCO 6 EXISTING WOOD SILL WITH DAMAGED BRACKET 6R REMOVE EXISTING WOOD FINISH, PROVIDE WOOD REPAIR, REPAINT; PROVIDE NEW PAINTED WOOD BRACKETS 7 CRACKED AND SPALLED STUCCO BETWEEN CORNICE AND PARAPET; STEPPED CRACKS IN MASONRY 7R REMOVE EXISTING STUCCO; REMOVE LOOSE MASONRY UNITS AND REBUILD ; ASSUME 4 SQUARE FEET OF MASONRY. RESTORE STUCCO 8 MISSING WASH ON TOP OF QUOIN; WATER ACCUMULATING 8R REMOVE LOOSE MATERIAL AND PROVIDE POSITIVE SLOPE WITH STUCCO 9 SPALLED STUCCO AT WINDOW JAMB 9R REMOVE LOOSE STUCCO AND RESTORE 10 PEELING PAINT- GENERALLY SOLID SUBSTRATE 10RREMOVE LOOSE PAINT AND PREPARE FOR NEW COATING 11 OPEN JOINT AT INSIDE CORNER 11RREMOVE LOOSE MATERIAL; POINT OPEN MASONRY JOINT’ RESTORE STUCCO 12 SURFACE SPALL AND MINOR CRACKS 12RREMOVE LOOSE STUCCO 13 LARGE CRACK; EXISTING PATCH HAS FAILED JOINT IN MASONRY 13RREMOVE SPALLED AND DAMAGED STUCCO; REPOINT MASONRY JOINTS AND PROVIDE CRACK REPAIR AT DAMAGED MASONRY UNITS; RESTORE STUCCO 14 THROUGH CRACKS AT MASONRY ARCH; MASONRY HAS MOVED, DAMAGED TELEGRAPHED THROUGH STUCCO 14RREMOVE LOOSE STUCCO AND DAMAGED MASONRY; FORM AND REBUILD MASONRY ARCH; RESTORE STUCCO 15 HOLES DRILLED THROUGH WALL AT FORMER UTILITY PENENTRATION 15RGROUT HOLES IN SOLID; RESTORE STUCCO 16 STUCCO SPALL; EXPOSED REBAR IN CORNICE 16RREMOVE LOOSE STUCCO, REMOVE PORTION SUFFICIENT CONCRETE CORNICE MATERIAL TO SPLICE IN NEW REBAR; TREAT EXISTING REBAR; PROVIDE BONDING AGENT AND APPLY VERTICAL CONCRETE REPAIR MATERIAL ; MATCH EXISTING PROFILE; RESTORE STUCCO FINISH 17 PRECAST/CONCRETE CORNICE IS OUT OF ALIGNMENT; MASONRY ARCH HAS FAILED; MOVEMENT HAS DAMAGED AND TELEGRAPHED THROUGH STUCCO 17RREMOVE DAMAGED STUCCO, MASONRY AND PRECAST ELEMENTS THAT HAVE MOVED. FORM AND REBUILD MASONRY ARCH; RESET PRECAST CORNICE; REBUILD MASONRY PARAPET; RESTORE STUCCO 18 THROUGH CRACKS AT MASONRY ARCH; MASONRY HAS MOVED, DAMAGED TELEGRAPHED THROUGH STUCCO 18RREMOVE LOOSE STUCCO AND DAMAGED MASONRY; FORM AND REBUILD MASONRY ARCH; RESTORE STUCCO 19 EXISTING WOOD SILL WITH DAMAGED BRACKET 19RREMOVE EXISTING WOOD FINISH, PROVIDE WOOD REPAIR, REPAINT; PROVIDE NEW PAINTED WOOD BRACKETS 20 STEEL LINTEL HAS RUSTED AND EXPANDED 20RREMOVE EXISTING STUCCO; REMOVE EXISTING MASONRY AND LINTEL, PROVIDE NEW GALVANIZED LINTEL, FLASHING, AND REBUILD MASONRY; RESTORE STUCCO 21 SPALLED AND DAMAGED STUCCO/,MASONRY AT THROUGH WALL FANS. 21RREMOVE EXISTING FAN, STUCCO AND DAMAGED MASONRY. REBUILD DAMAGED MASONRY 2 SF, FILL VOID AT FAN SOLID WITH MASONRY. RESTORE STUCCO WERE WALL IS EXPOSED AT THE INTERIOR STUCCO REPAIR KEYED NOTES Stucco Repair Keyed Notes Legend: x. Identifies deficiency XR Describes scope of work/repair Masonry work by masonry subcontractor Painting work by painting subcontractor ARCHITECT PROJECT NAME CLIENT PROJECT TEAM REVISIONS DRAWING TITLE DRAWING INFORMATION DRAWING NUMBER Bargmann Hendrie + Archetype, Inc. 9 Channel Center Street Boston, MA 02210 [PHONE REDACTED] Tel Copyright BH+A, Inc. DATE OF ISSUE DESCRIPTION SCALE DRAWN BY PROJECT # FILE NAME 1 2 3 4 5 DATE +a bh 3374-Forest River.rvt As indicated C:\Local Revit\3374-Forest River Pool_Bathhouse_R20_ClaraCastro6.rvt 11/2/2020 2:44:58 PM A204 BATHHOUSE ELEVATIONS MASONRY REPAIRS JS 3374 October 30, 2020 90% Construction Documents Forest River Outdoor Recreation & Nature Center City of Salem 93 Washington Street Salem, MA 01970 Structures North 60 Washington Street, Salem MA 01970 [PHONE REDACTED] STRUCTURAL ENGINEER Norian Siani 43 Bradford Street, 3rd Floor Concord, MA 01742 [PHONE REDACTED] MEP/FP ENGINEER Hancock Associates 121 E. Berkeley Street, 4th Floor Boston, MA 02118 [PHONE REDACTED] CIVIL ENGINEER Kyle Zick Landscape Architecture 36 Bromfield Street, Suite 202 Boston, MA 02108 [PHONE REDACTED] LANDSCAPE JS 32 Clifton Street Salem, MA 01970 HISTORIC CONSULTANT Epsilon Associates 3 Mill & Main Place, Suite 250 Maynard, MA 01754 [PHONE REDACTED] 1/4" = 1'-0" 2 WEST ELEVATION CORRIDOR 1/4" = 1'-0" 3 EAST ELEVATION CORRIDOR 1/4" = 1'-0" 1 CORRIDOR SOUTH ELEVATION 1/4" = 1'-0" 4 PASSAGE NORTH ELEVATION ---PAGE BREAK--- FLOOR 18' - 9" VINYL DOUBLE HUNG WINDOW 2 A302 3 A302 FIBER CEMENT PANELS CMU-2 CMU-1 SUNSHADE CMU-1 SILL 1 A321 ALIGN WITH MULLIONS BELOW LOUVER TYPE 2 FASCIA LT 16 N N N N FLOOR 18' - 9" CMU-1 CMU-1 CMU-2 1 12 ALIGN ALIGN TYPE 2 FASCIA LT 16 FLOOR 18' - 9" CMU-1 FIBER CEMENT PANELS CMU-1 CMU-2 PVC ROOF NORMAL CMU TYPE 2 FASCIA CMU-1 CMU-1 CMU-2 CMU-3 ALIGN ALIGN 9' - 4" LT 16 FLOOR 18' - 9" FIBER CEMENT PANELS CMU-2 ENTRY CANOPY CMU-1 CMU-1 1 12 FIBER CEMENT PANELS TYPE 2 FASCIA LT 16 P P ARCHITECT PROJECT NAME CLIENT PROJECT TEAM REVISIONS DRAWING TITLE DRAWING INFORMATION DRAWING NUMBER Bargmann Hendrie + Archetype, Inc. 9 Channel Center Street Boston, MA 02210 [PHONE REDACTED] Tel Copyright BH+A, Inc. DATE OF ISSUE DESCRIPTION SCALE DRAWN BY PROJECT # FILE NAME 1 2 3 4 5 DATE +a bh 3374-Forest River.rvt 1/4" = 1'-0" C:\Local Revit\3374-Forest River Pool_Support Bldg_R20_ClaraCastro6.rvt 11/2/2020 4:00:16 PM A205 SUPPORT BUILDING EXTERIOR ELEVATIONS JS 3374 October 30, 2020 90% Construction Documents Forest River Outdoor Recreation & Nature Center City of Salem 93 Washington Street Salem, MA 01970 Structures North 60 Washington Street, Salem MA 01970 [PHONE REDACTED] STRUCTURAL ENGINEER Norian Siani 43 Bradford Street, 3rd Floor Concord, MA 01742 [PHONE REDACTED] MEP/FP ENGINEER Hancock Associates 121 E. Berkeley Street, 4th Floor Boston, MA 02118 [PHONE REDACTED] CIVIL ENGINEER Kyle Zick Landscape Architecture 36 Bromfield Street, Suite 202 Boston, MA 02108 [PHONE REDACTED] LANDSCAPE JS 32 Clifton Street Salem, MA 01970 HISTORIC CONSULTANT Epsilon Associates 3 Mill & Main Place, Suite 250 Maynard, MA 01754 [PHONE REDACTED] 1/4" = 1'-0" 1 SUPPORT BUILDING NORTH ELEVATION 1/4" = 1'-0" 4 SUPPORT BUILDING WEST ELEVATION 1/4" = 1'-0" 3 SUPPORT BUILDING SOUTH ELEVATION 1/4" = 1'-0" 2 SUPPORT BUILDING EAST ELEVATION ---PAGE BREAK--- A310 1 STORAGE 110 EXISTING FOUNDATION SLAB ON GRADE: • CONCRETE SLAB ON GRADE • UNDER SLAB VAPOR BARRIER • 4" CONTINUOUS RIGID INSULATION • 6" COMPACTED GRAVEL • COMPACTED STRUCTURAL FILL EXISTING FOUNDATION ROOF ASSEMBLY: • PVC ROOF MEMBRANE • 1/2" PROTECTION BOARD • TAPERED INSULATION 4" THICK MINIMUM • VAPOR BARRIER • 1/2" PROTECTION BOARD • METAL DECKING 8' - 6" EXISTING FOUNDATION FOUNDATION WALL A510 9 A510 8 A510 10 A510 3 A510 4 A B C FOUNDATION WALL SLAB ON GRADE: • CONCRETE SLAB ON GRADE • UNDER SLAB VAPOR BARRIER • 4" CONTINUOUS RIGID INSULATION • 6" COMPACTED GRAVEL • COMPACTED STRUCTURAL FILL CONCRETE SLAB ON GRADE ROOF ASSEMBLY: • PVC ROOF MEMBRANE • 1/2" PROTECTION BOARD • TAPERED INSULATION 4" THICK MINIMUM • SLOPE TO DRAIN • VAPOR BARRIER • 1/2" PROTECTION BOARD 6" COMPACTED GRAVEL CONCRETE FOOTING CONCRETE FOOTING MEN 119 CORRIDOR 111 FAMILY 113 WOMEN 115 COMMUNITY ROOM 109 3' - 4" WOOD FRAMING NEW ROOF ASSEMBLY SKYLIGHTS 10' - 3" 9' - 2" PV PANELS A415 3 SLAB ON GRADE: • CONCRETE SLAB ON GRADE • UNDER SLAB VAPOR BARRIER • 4" CONTINUOUS RIGID INSULATION • 6" COMPACTED GRAVEL • COMPACTED STRUCTURAL FILL CONCRETE FOOTING EXISTING FOUNDATION A510 2 CORRIDOR 101 CORRIDOR 111 LOBBY 112 ENTRY VESTIBULE 100 9' - 4" V.I.F. 11' - 0" EXISTING WOOD FRAMING STRUCTURE 1 2 3 4 CONCRETE FOOTING EXISTING FOUNDATION FOUNDATION WALL SLAB ON GRADE: • CONCRETE SLAB ON GRADE • UNDER SLAB VAPOR BARRIER • 4" CONTINUOUS RIGID INSULATION • 6" COMPACTED GRAVEL • COMPACTED STRUCTURAL FILL SLAB ON GRADE: • CONCRETE SLAB ON GRADE • UNDER SLAB VAPOR BARRIER • 4" CONTINUOUS RIGID INSULATION • 6" COMPACTED GRAVEL • COMPACTED STRUCTURAL FILL COMMUNITY ROOM 109 SHOWERS 116 MECH/ELEC 105 ARCHITECT PROJECT NAME CLIENT PROJECT TEAM REVISIONS DRAWING TITLE DRAWING INFORMATION DRAWING NUMBER Bargmann Hendrie + Archetype, Inc. 9 Channel Center Street Boston, MA 02210 [PHONE REDACTED] Tel Copyright BH+A, Inc. DATE OF ISSUE DESCRIPTION SCALE DRAWN BY PROJECT # FILE NAME 1 2 3 4 5 DATE +a bh 3374-Forest River.rvt 1/4" = 1'-0" C:\Local Revit\3374-Forest River Pool_Bathhouse_R20_ClaraCastro6.rvt 11/2/2020 2:50:28 PM A300 BATHHOUSE BUILDING SECTIONS CC 3374 October 30, 2020 90% Construction Documents Forest River Outdoor Recreation & Nature Center City of Salem 93 Washington Street Salem, MA 01970 Structures North 60 Washington Street, Salem MA 01970 [PHONE REDACTED] STRUCTURAL ENGINEER Norian Siani 43 Bradford Street, 3rd Floor Concord, MA 01742 [PHONE REDACTED] MEP/FP ENGINEER Hancock Associates 121 E. Berkeley Street, 4th Floor Boston, MA 02118 [PHONE REDACTED] CIVIL ENGINEER Kyle Zick Landscape Architecture 36 Bromfield Street, Suite 202 Boston, MA 02108 [PHONE REDACTED] LANDSCAPE CC 32 Clifton Street Salem, MA 01970 HISTORIC CONSULTANT Epsilon Associates 3 Mill & Main Place, Suite 250 Maynard, MA 01754 [PHONE REDACTED] 1/4" = 1'-0" 1 BUILDING SECTION 1/4" = 1'-0" 3 BATHHOUSE BUILDING SECTION 1/4" = 1'-0" 2 COMMUNITY ROOM BUILDING SECTION ---PAGE BREAK--- BATHHOUSE FLOOR LEVEL 0' - 0" TOP OF EXISTING STRUCTURE 11' - 0" A B C TOS COMMUNITY ROOM 11' - 10" 8' - 0" BATHHOUSE FLOOR LEVEL 0' - 0" TOP OF EXISTING STRUCTURE 11' - 0" 36"x20" 44"x16" 10' - 0 3/4" EXISTING WOOD JOIST 8' - 7" 44"x16" 7' - 1" 3 4 8' - 7" 1' - 4" 44"x16" 8' - 0" 4 1' - 1" 44"x16" 36"x20" 1 A301 2 A301 3 A301 4 A301 8' - 0" ARCHITECT PROJECT NAME CLIENT PROJECT TEAM REVISIONS DRAWING TITLE DRAWING INFORMATION DRAWING NUMBER Bargmann Hendrie + Archetype, Inc. 9 Channel Center Street Boston, MA 02210 [PHONE REDACTED] Tel Copyright BH+A, Inc. DATE OF ISSUE DESCRIPTION SCALE DRAWN BY PROJECT # FILE NAME 1 2 3 4 5 DATE +a bh 3374-Forest River.rvt As indicated C:\Local Revit\3374-Forest River Pool_Bathhouse_R20_ClaraCastro6.rvt 11/2/2020 2:56:32 PM A301 COMMUNITY ROOM BUILDING SECTIONS CC 3374 October 30, 2020 90% Construction Documents Forest River Outdoor Recreation & Nature Center City of Salem 93 Washington Street Salem, MA 01970 Structures North 60 Washington Street, Salem MA 01970 [PHONE REDACTED] STRUCTURAL ENGINEER Norian Siani 43 Bradford Street, 3rd Floor Concord, MA 01742 [PHONE REDACTED] MEP/FP ENGINEER Hancock Associates 121 E. Berkeley Street, 4th Floor Boston, MA 02118 [PHONE REDACTED] CIVIL ENGINEER Kyle Zick Landscape Architecture 36 Bromfield Street, Suite 202 Boston, MA 02108 [PHONE REDACTED] LANDSCAPE CC 32 Clifton Street Salem, MA 01970 HISTORIC CONSULTANT Epsilon Associates 3 Mill & Main Place, Suite 250 Maynard, MA 01754 [PHONE REDACTED] 1/2" = 1'-0" 1 COMMUNITY ROOM BUILDING SECTION 1/2" = 1'-0" 2 MECH/ ELEC BUILDING SECTION 1/2" = 1'-0" 3 MECH/ ELEC BUILDING SECTION 1/2" = 1'-0" 4 MECH/ ELEC BUILDING SECTION 1/4" = 1'-0" 5 MECH/ ELEC RCP ---PAGE BREAK--- FLOOR 18' - 9" A811 2 FILTRATION 134 TOILET 132 FIRST AID 131 1 A321 FLOOR 18' - 9" FILTRATION 134 9' - 4" 6' - 0" 12" CMU WALL 8" CMU WALL 8" CMU WALL 12" CMU JOISTS BRICK SHELF GRATING CONCRETE FOOTING CONCRETE SLAB A320 7 WATERPROOFING FLOOR 18' - 9" LIFEGUARD 130 FIRST AID 131 A320 1 A320 2 9' - 4" ARCHITECT PROJECT NAME CLIENT PROJECT TEAM REVISIONS DRAWING TITLE DRAWING INFORMATION DRAWING NUMBER Bargmann Hendrie + Archetype, Inc. 9 Channel Center Street Boston, MA 02210 [PHONE REDACTED] Tel Copyright BH+A, Inc. DATE OF ISSUE DESCRIPTION SCALE DRAWN BY PROJECT # FILE NAME 1 2 3 4 5 DATE +a bh 3374-Forest River.rvt 1/2" = 1'-0" C:\Local Revit\3374-Forest River Pool_Support Bldg_R20_ClaraCastro6.rvt 11/2/2020 4:06:07 PM A302 SUPPORT BLDG. BUILDING SECTIONS MN 3374 October 30, 2020 90% Construction Documents Forest River Outdoor Recreation & Nature Center City of Salem 93 Washington Street Salem, MA 01970 Structures North 60 Washington Street, Salem MA 01970 [PHONE REDACTED] STRUCTURAL ENGINEER Norian Siani 43 Bradford Street, 3rd Floor Concord, MA 01742 [PHONE REDACTED] MEP/FP ENGINEER Hancock Associates 121 E. Berkeley Street, 4th Floor Boston, MA 02118 [PHONE REDACTED] CIVIL ENGINEER Kyle Zick Landscape Architecture 36 Bromfield Street, Suite 202 Boston, MA 02108 [PHONE REDACTED] LANDSCAPE MN 32 Clifton Street Salem, MA 01970 HISTORIC CONSULTANT Epsilon Associates 3 Mill & Main Place, Suite 250 Maynard, MA 01754 [PHONE REDACTED] 1/2" = 1'-0" 1 BUILDING SECTION 1 1/2" = 1'-0" 2 BUILDING SECTION 2 1/2" = 1'-0" 3 BUILDING SECTION 3 ---PAGE BREAK--- BATHHOUSE FLOOR LEVEL 0' - 0" C SLAB ON GRADE: • CONCRETE SLAB ON GRADE • UNDER SLAB VAPOR BARRIER • 4" CONTINUOUS RIGID INSULATION • 6" COMPACTED GRAVEL • COMPACTED STRUCTURAL FILL CONCRETE FOUNDATION WALL CONCRETE SLAB ON GRADE 6" COMPACTED GRAVEL 2" FOUNDATION INSULATION CONCRETE FOUNDATION EXTERIOR WALL ASSEMBLY: FIBER CEMENT PANEL 1/2" PLYWOOD SHEATHING WEATHER BARRIER 3" RIGID WALL INSULATION AIR VAPOR BARRIER 1/2" PLYWOOD SHEATHING COLD FORMED STEEL FRAMING THERMAL INSULATION BLANKET 5/8" GYPSUM BOARD ENGINEERED WOOD LVL ROOF ASSEMBLY: • PVC ROOF MEMBRANE • 1/2" PROTECTION BOARD • TAPERED INSULATION 4" THICK MINIMUM • VAPOR BARRIER • 1/2" PROTECTION BOARD WOOD LINEAR VENEERED PANEL SYSTEM AIR VAPOR BARRIER PT 2x WOOD BLOCKING WOOD FASCIA, PAINTED EXPOSED A/C DUCTWORK COMMUNITY ROOM 109 ALUMINUM & GLASS ENTRY DOOR 3' - 3" ROLLING STORM SHUTTERS BATHHOUSE FLOOR LEVEL 0' - 0" C SLAB ON GRADE: • CONCRETE SLAB ON GRADE • UNDER SLAB VAPOR BARRIER • 4" CONTINUOUS RIGID INSULATION • 6" COMPACTED GRAVEL • COMPACTED STRUCTURAL FILL CONCRETE FOUNDATION WALL 6" COMPACTED GRAVEL 2" FOUNDATION INSULATION CONCRETE FOUNDATION EXTERIOR COMMUNITY ROOM 109 CMU 8" WALL ASSEMBLY: CLAPBOARD CEDAR SIDING 1/2" PLYWOOD SHEATHING WEATHER BARRIER 3" RIGID WALL INSULATION AIR VAPOR BARRIER 1/2" PLYWOOD SHEATHING COLD FORMED STEEL FRAMING THERMAL INSULATION BLANKET 5/8" GYPSUM BOARD 3' - 3" ENGINEERED WOOD LVL ROOF ASSEMBLY: • PVC ROOF MEMBRANE • 1/2" PROTECTION BOARD • TAPERED INSULATION 4" THICK MINIMUM • VAPOR BARRIER • 1/2" PROTECTION BOARD WOOD LINEAR VENEERED PANEL SYSTEM AIR VAPOR BARRIER PT 2x WOOD BLOCKING WOOD FASCIA, PAINTED A502 1 A501 1 FINISH FLOOR BATHHOUSE FLOOR LEVEL 0' - 0" C SLAB ON GRADE: • CONCRETE SLAB ON GRADE • UNDER SLAB VAPOR BARRIER • 4" CONTINUOUS RIGID INSULATION • 6" COMPACTED GRAVEL • COMPACTED STRUCTURAL FILL CONCRETE FOUNDATION WALL CONCRETE SLAB ON GRADE 6" COMPACTED GRAVEL 2" FOUNDATION INSULATION CONCRETE FOUNDATION EXTERIOR 3' - 3" CMU WALL ASSEMBLY: CLAPBOARD CEDAR SIDING 1/2" PLYWOOD SHEATHING WEATHER BARRIER 3" RIGID WALL INSULATION AIR VAPOR BARRIER 1/2" PLYWOOD SHEATHING COLD FORMED STEEL FRAMING THERMAL INSULATION BLANKET 5/8" GYPSUM BOARD ENGINEERED WOOD LVL ROOF ASSEMBLY: • PVC ROOF MEMBRANE • 1/2" PROTECTION BOARD • TAPERED INSULATION 4" THICK MINIMUM • VAPOR BARRIER • 1/2" PROTECTION BOARD WOOD LINEAR VENEERED PANEL SYSTEM ALUMINUM STOREFRONT SYSTEM AIR VAPOR BARRIER PT 2x WOOD BLOCKING WOOD FASCIA, PAINTED EXPOSED A/C DUCTWORK 8" ROLLING STORM SHUTTERS A501 2 ARCHITECT PROJECT NAME CLIENT PROJECT TEAM REVISIONS DRAWING TITLE DRAWING INFORMATION DRAWING NUMBER Bargmann Hendrie + Archetype, Inc. 9 Channel Center Street Boston, MA 02210 [PHONE REDACTED] Tel Copyright BH+A, Inc. DATE OF ISSUE DESCRIPTION SCALE DRAWN BY PROJECT # FILE NAME 1 2 3 4 5 DATE +a bh 3374-Forest River.rvt 3/4" = 1'-0" C:\Local Revit\3374-Forest River Pool_Bathhouse_R20_ClaraCastro6.rvt 11/2/2020 4:20:45 PM A310 BATHHOUSE WALL SECTIONS TS/CC 3374 October 30, 2020 90% Construction Documents Forest River Outdoor Recreation & Nature Center City of Salem 93 Washington Street Salem, MA 01970 Structures North 60 Washington Street, Salem MA 01970 [PHONE REDACTED] STRUCTURAL ENGINEER Norian Siani 43 Bradford Street, 3rd Floor Concord, MA 01742 [PHONE REDACTED] MEP/FP ENGINEER Hancock Associates 121 E. Berkeley Street, 4th Floor Boston, MA 02118 [PHONE REDACTED] CIVIL ENGINEER Kyle Zick Landscape Architecture 36 Bromfield Street, Suite 202 Boston, MA 02108 [PHONE REDACTED] LANDSCAPE TS/CC 32 Clifton Street Salem, MA 01970 HISTORIC CONSULTANT Epsilon Associates 3 Mill & Main Place, Suite 250 Maynard, MA 01754 [PHONE REDACTED] 3/4" = 1'-0" 1 WALL SECTION AT COMMUNITY ROOM 3/4" = 1'-0" 3 WALL SECTION AT COMMUNITY ROOM 3/4" = 1'-0" 2 WALL SECTION AT COMMUNITY ROOM ---PAGE BREAK--- FLOOR 18' - 9" FIBER CEMENT PANELS 12" GROUND FACE BLOCK 1/2" PRE-MOULDED FILLER CONCRETE SLAB ON GRADE FINISH FLOOR UNDER SLAB VAPOR BARRIER RIGID INSULATION COMPACTED SOIL CONCRETE FOUNDATION WALL 1/2" PRE-MOULDED FILLER 6" BRICK SHELF A321 5 8" CMU PVC ROOFING TYPE 2 FASCIA TYPE 2 SOFFIT FLOOR 18' - 9" TOP OF MASONRY WALL 28' - 1" 8" 6' - 0" 2' - 8" METAL BRACKET CMU-1 WINDOW SILL SUNSHADE FIBER CEMENT PANELS FINISH FLOOR COMPACTED SOIL CONCRETE FOUNDATION WALL CONCRETE SLAB ON GRADE A321 2 A321 7 A321 3 BEAM 2x6 FRAMING 16" o.c. TYPE 2 SOFFIT TYPE 2 FASCIA PVC ROOF RAFTERS @16" O.C. RIGID INSULATION MINERAL WOOL INSULATION MDO CEILING FLOOR 18' - 9" PVC ROOFING TYPE 2 FASCIA FIBER CEMENT PANEL SUN SHADE BEAM FIBER CEMENT PANEL HM FRAME A321 8 A321 9 FLOOR 18' - 9" PVC ROOFING TYPE 2 FASCIA FIBER CEMENT PANEL 8" CMU 12" CMU MINERAL WOOL INSULATION PLASTIC SHEATHING 12" FONDATION WALL FOOTING A321 4 WATERPROOFING ARCHITECT PROJECT NAME CLIENT PROJECT TEAM REVISIONS DRAWING TITLE DRAWING INFORMATION DRAWING NUMBER Bargmann Hendrie + Archetype, Inc. 9 Channel Center Street Boston, MA 02210 [PHONE REDACTED] Tel Copyright BH+A, Inc. DATE OF ISSUE DESCRIPTION SCALE DRAWN BY PROJECT # FILE NAME 1 2 3 4 5 DATE +a bh 3374-Forest River.rvt 3/4" = 1'-0" C:\Local Revit\3374-Forest River Pool_Support Bldg_R20_ClaraCastro6.rvt 11/2/2020 4:09:10 PM A320 SUPPORT BUILDING WALL SECTIONS MN 3374 October 30, 2020 90% Construction Documents Forest River Outdoor Recreation & Nature Center City of Salem 93 Washington Street Salem, MA 01970 Structures North 60 Washington Street, Salem MA 01970 [PHONE REDACTED] STRUCTURAL ENGINEER Norian Siani 43 Bradford Street, 3rd Floor Concord, MA 01742 [PHONE REDACTED] MEP/FP ENGINEER Hancock Associates 121 E. Berkeley Street, 4th Floor Boston, MA 02118 [PHONE REDACTED] CIVIL ENGINEER Kyle Zick Landscape Architecture 36 Bromfield Street, Suite 202 Boston, MA 02108 [PHONE REDACTED] LANDSCAPE MN 32 Clifton Street Salem, MA 01970 HISTORIC CONSULTANT Epsilon Associates 3 Mill & Main Place, Suite 250 Maynard, MA 01754 [PHONE REDACTED] 3/4" = 1'-0" 1 WALL SECTION 1 3/4" = 1'-0" 2 WALL SECTION 2 3/4" = 1'-0" 6 WALL SECTION 3 3/4" = 1'-0" 7 WALL SECTION 4 ---PAGE BREAK--- ROOF UNDERLAYMENT PVC ROOFING P.T. WOOD NAILERS TYPE 2 FASCIA METAL CLEAT FASTENED TO WOOD NAILERS FIBER CEMENT PANEL METAL FLASHING BLOCKING TRIM TYPE 2 FIRING STRIPS MDO CEILING MINERAL WOOL INSULATION SEALANT OVERLAY TAPE FLOOR 18' - 9" CONC. FOUNDATION WALL CONC. FLOOR SLAB CMU EXTERIOR WALL VINYL DH WINDOW SEALANT AND BACKER ROD SHIM AS REQUIRED UNDER SLAB VAPOR BARRIER 6" DENSE GRADED CRUSHED STONE 1/2" PRE-MOULDED FILLER BLOCKING WOOD SILL PAINTED ALUMINUM FLASHING WITH HEMMED EDGE EPOXY FLOOR AND BASE 2' - 7 3/4" PLYWOOD PAINTED 2x4 BLOCKING WOOD SILL METAL FLASHING 3/4" COUNTER WITH 3/4" PLYWOOD DH VYNAL WINDOW 6" x 8" GLUELAM BEAM 2x6 SILL METAL FLASHING STAINLESS STEEL FASTENERS 1/2" x 4" BLADE SHIM AS REQUIRED BACKER ROD AND SEALANT 8" 2' - 0" WEATHER BARRIER STEEL SEE STRUCTURAL WOOD ROOF STRUCTURE, SEE STRUCTURAL DRAWINGS AIR/VAPOR BARRIER WOOD BLOCKING PIPE PENETRATION, DIAMETER VARIES MINERAL WOOL INSULATION 1/2" NAILER BOARD PVC ROOFING SEALANT STAINLESS STEEL HOSE CLAMP PRE-MOLDED CONE FLASHING FASTENER AND SEAM PLATE BASE FLASHING HOT AIR WELD 1' - 6" 12" CMU BLOCK FLASHING WITH HEMMED EDGE LOUVER SILL VAPOR BARRIER LAP SEAL OVER FLASHING LOUVER HEAD TYPE 2 SOFFIT RAFTER HEADER VAPOR BARRIER WEATHER BARRIER PLASTIC SHEATHING PVC ROOFING FIBER CEMENT PANEL 8" CMU MINERAL WOOL INSULATION PLASTIC SHEATHING RAFTERS TYPE 2 SOFFIT TYPE 2 FASCIA UNDERLAYMANT COVERBOARD BLOCKING SEALANT OVERLAY TAPE WEATHER BARRIER WEATHER BARRIER FLASHING 12"CMU 8"CMU FIBER CEMENT PANELS BLOCKING RAFTER MINERAL WOOL INSULATION PVC ROOFING BLOCKING PVC FASCIA FLASHING PLASTIC SHEATHING FLASHING MDO CEILING FIRING STRIPS SOFFIT WEATHER BARRIER UNDERLAYMENT SEALANT OVERLAY TAPE PVC ROOFING UNDERLAYMENT EDGE FLASHING TYPE 2 FASCIA TYPE 2 SOFFIT MINERAL WOOL INSULATION BLOCKING FIBER CEMENT PANEL GYPSUM WALLBOARD PAINTED MDO CEILING RAFTER FIRING STRIPS WEATHER BARRIER SEALANT OVERLAY TAPE INSULATION GYPSUM WALLBOARD PAINTED HEADER FIBER CEMENT PANEL SUN SHADE HM DOOR FRAME FLASHING WEATHER BARRIER BACKER ROD AND SEALANT ARCHITECT PROJECT NAME CLIENT PROJECT TEAM REVISIONS DRAWING TITLE DRAWING INFORMATION DRAWING NUMBER Bargmann Hendrie + Archetype, Inc. 9 Channel Center Street Boston, MA 02210 [PHONE REDACTED] Tel Copyright BH+A, Inc. DATE OF ISSUE DESCRIPTION SCALE DRAWN BY PROJECT # FILE NAME 1 2 3 4 5 DATE +a bh 3374-Forest River.rvt 1 1/2" = 1'-0" C:\Local Revit\3374-Forest River Pool_Support Bldg_R20_ClaraCastro6.rvt 11/2/2020 4:10:32 PM A321 SUPPORT BUILDING VERTICAL DETAILS TB 3374 October 30, 2020 90% Construction Documents Forest River Outdoor Recreation & Nature Center City of Salem 93 Washington Street Salem, MA 01970 Structures North 60 Washington Street, Salem MA 01970 [PHONE REDACTED] STRUCTURAL ENGINEER Norian Siani 43 Bradford Street, 3rd Floor Concord, MA 01742 [PHONE REDACTED] MEP/FP ENGINEER Hancock Associates 121 E. Berkeley Street, 4th Floor Boston, MA 02118 [PHONE REDACTED] CIVIL ENGINEER Kyle Zick Landscape Architecture 36 Bromfield Street, Suite 202 Boston, MA 02108 [PHONE REDACTED] LANDSCAPE TB 32 Clifton Street Salem, MA 01970 HISTORIC CONSULTANT Epsilon Associates 3 Mill & Main Place, Suite 250 Maynard, MA 01754 [PHONE REDACTED] 1 1/2" = 1'-0" 2 HIGH POINT OF ROOF 1 1/2" = 1'-0" 7 DETAIL AT WINDOW SILL AND BASE OF MASONRY WALL 1 1/2" = 1'-0" 3 WINDOW HEAD AND SUNSHADE SECTION 1 1/2" = 1'-0" 6 PLUMBING VENT 1 1/2" = 1'-0" 1 LOUVER SECTION 1 1/2" = 1'-0" 4 HIGH POINT OF ROOF ABOVE MASONRY 1 1/2" = 1'-0" 5 LOW POINT OF ROOF 1 1/2" = 1'-0" 8 RAKE EDGE 1 1/2" = 1'-0" 9 DOOR PANEL ---PAGE BREAK--- PLAN ABOVE 10' PLAN AT 4' PLAN AT 1'-0" 8" CMU OVERHANG 5" STEEL TUBE 5" STEEL TUBE 4" CMU VINYL WINDOW 2x6 BLOCKING 5" STEEL TUBE SUPPORT FOR SUN SHADE 5/8"PLYWOOD 5/8" GWB PAINTED TYPE 2 TRIM PLAN AT CORNER 6 1/2" 6 1/2" 2 1/2" 11 5/8" BLOCKING 2X4 BLOCKING 5/8" PLYWOOD PAINTED OVERHANG 5" STEEL TUBE BLOCKING TYPE 2 TRIM CMU BELOW HM FRAME DOOR WOOD TRIM WOOD SILL LINE OF PLYWOOD BELOW 12" CMU BACK OF CMU HM FRAME BACKER ROD AND SEALANT DOOR BLOCKING TYPE 2 TRIM WOOD TRIM PLAN AT DOOR 6 1/2" 5 1/8" WEATHER BARRIER WEATHER BARRIER 8" CMU OVERHANG 5" STEEL TUBE 5" STEEL TUBE 4" CMU VINYL WINDOW 2x6 2x6 1/4" FIBER CEMENT 5" STEEL TUBE SUPPORT FOR SUN SHADE 5/8"PLYWOOD 5/8" GWB PAINTED TYPE 2 TRIM PLAN AT POST PT BLOCKING 2X4 BLOCKING 5/8" PLYWOOD PAINTED WEATHER BARRIER 8" CMU, 12" CMU OVERHANG 12" CMU 5" STEEL TUBE 5" STEEL TUBE 4" CMU VINYL WINDOW 2x6 2x6 FIBER CEMENT PANEL 8" CMU 5" STEEL TUBE SUPPORT FOR SUN SHADE 5/8"PLYWOOD 5/8" GWB PAINTED 6 1/2" WOOD TRIM TYPE 2 TRIM PLAN AT WINDOW JAMB 6 1/2" 1 3/4" PT BLOCKING 2x4 BLOCKING 5/8" PLYWOOD PAINTED 2x2 BLOCKING WEATHER BARRIER PT BLOCKING LOUVER 8" CMU PT BLOCKING CEMENT BOARD PANEL BACKER ROD AND SEALANT PLYWOOD ARCHITECT PROJECT NAME CLIENT PROJECT TEAM REVISIONS DRAWING TITLE DRAWING INFORMATION DRAWING NUMBER Bargmann Hendrie + Archetype, Inc. 9 Channel Center Street Boston, MA 02210 [PHONE REDACTED] Tel Copyright BH+A, Inc. DATE OF ISSUE DESCRIPTION SCALE DRAWN BY PROJECT # FILE NAME 1 2 3 4 5 DATE +a bh 3374-Forest River.rvt 1 1/2" = 1'-0" C:\Local Revit\3374-Forest River Pool_Support Bldg_R20_ClaraCastro6.rvt 11/2/2020 4:12:03 PM A322 SUPPORT BUILDING HORIZONTAL DETAILS Author 3374 October 30, 2020 90% Construction Documents Forest River Outdoor Recreation & Nature Center City of Salem 93 Washington Street Salem, MA 01970 Structures North 60 Washington Street, Salem MA 01970 [PHONE REDACTED] STRUCTURAL ENGINEER Norian Siani 43 Bradford Street, 3rd Floor Concord, MA 01742 [PHONE REDACTED] MEP/FP ENGINEER Hancock Associates 121 E. Berkeley Street, 4th Floor Boston, MA 02118 [PHONE REDACTED] CIVIL ENGINEER Kyle Zick Landscape Architecture 36 Bromfield Street, Suite 202 Boston, MA 02108 [PHONE REDACTED] LANDSCAPE Author 32 Clifton Street Salem, MA 01970 HISTORIC CONSULTANT Epsilon Associates 3 Mill & Main Place, Suite 250 Maynard, MA 01754 [PHONE REDACTED] 1 1/2" = 1'-0" 1 PLAN AT CORNER 1 1/2" = 1'-0" 2 PLAN AT POST 1 1/2" = 1'-0" 3 PLAN AT WINDOW JAM 1 1/2" = 1'-0" 4 LOUVER JAMB ---PAGE BREAK--- WALL BASE NEW CMU WALL, PAINTED GWB SOFFIT, PAINTED SKYLIGHT LIGHT FIXTURE FIXED WINDOWS WALL BASE RESTORED STUCCO ON EXISTING CMU WALL, PAINTED SKYLIGHT 113 114 WALL BASE RESTORED STUCCO ON EXISTING CMU WALL, PAINTED OPENING WALL BASE NEW CMU WALL, PAINTED GWB SOFFIT, PAINTED SKYLIGHT 111 102 CMU INFILL TO EXISTING OPENING, PATCH TO MATCH ADJACENT FINISH FIXED WINDOW TO BE INSTALLED IN EXISTING OPENING WALL BASE LIGHT FIXTURE SKYLIGHT CMU INFILL TO EXISTING OPENING, PATCH TO MATCH ADJACENT FINISH 117 RESTORED STUCCO ON EXISTING CMU WALL, PAINTED RESTORED STUCCO ON EXISTING CMU WALL, PAINTED 2' - 10" NEW CMU WALL, PAINTED PLASTIC LOCKERS LIGHT FIXTURE 115 116 NEW CMU WALL, PAINTED LIGHT FIXTURE WALL BASE WOOD BENCH 1' - 4" LIGHT FIXTURE RESTORED STUCCO ON EXISTING CMU WALL, PAINTED BRACKET LIGHT FIXTURE WALL BASE WOOD BENCH EXISTING BLOCK, PAINTED BRACKET 119 120 NEW CMU WALL, PAINTED LIGHT FIXTURE WALL BASE WOOD BENCH LIGHT FIXTURE RESTORED STUCCO ON EXISTING CMU WALL, PAINTED BRACKET WALL BASE GWB PAINTED CMU INFILL WALL, PAINTED DECORATIVE CONCRETE BLOCK SOLID SURFACE COUNTERTOP 2' - 10" WALL BASE RESTORED STUCCO ON EXISTING CMU WALL, PAINTED 3-COMPARTMENT SINK 102 FIXED WINDOW PATCH AND REPAIR EXISTING INFILL TO MATCH ADJACENT STUCCO WALL BASE RESTORED STUCCO ON EXISTING CMU WALL, PAINTED 3-COMPARTMENT SINK SS HAND SINK WALL BASE RESTORED STUCCO ON EXISTING CMU WALL, PAINTED FIBERGLASS DOUBLE-HUNG TRANSACTION WINDOW SYSTEM CMU WALL, PAINTED ARCHITECT PROJECT NAME CLIENT PROJECT TEAM REVISIONS DRAWING TITLE DRAWING INFORMATION DRAWING NUMBER Bargmann Hendrie + Archetype, Inc. 9 Channel Center Street Boston, MA 02210 [PHONE REDACTED] Tel Copyright BH+A, Inc. DATE OF ISSUE DESCRIPTION SCALE DRAWN BY PROJECT # FILE NAME 1 2 3 4 5 DATE +a bh 3374-Forest River.rvt 1/4" = 1'-0" C:\Local Revit\3374-Forest River Pool_Bathhouse_R20_ClaraCastro6.rvt 11/2/2020 3:03:20 PM A400 BATHHOUSE INTERIOR ELEVATIONS CC 3374 October 30, 2020 90% Construction Documents Forest River Outdoor Recreation & Nature Center City of Salem 93 Washington Street Salem, MA 01970 Structures North 60 Washington Street, Salem MA 01970 [PHONE REDACTED] STRUCTURAL ENGINEER Norian Siani 43 Bradford Street, 3rd Floor Concord, MA 01742 [PHONE REDACTED] MEP/FP ENGINEER Hancock Associates 121 E. Berkeley Street, 4th Floor Boston, MA 02118 [PHONE REDACTED] CIVIL ENGINEER Kyle Zick Landscape Architecture 36 Bromfield Street, Suite 202 Boston, MA 02108 [PHONE REDACTED] LANDSCAPE CC 32 Clifton Street Salem, MA 01970 HISTORIC CONSULTANT Epsilon Associates 3 Mill & Main Place, Suite 250 Maynard, MA 01754 [PHONE REDACTED] 1/4" = 1'-0" 1 CORRIDOR 111 NORTH ELEVATION 1/4" = 1'-0" 2 CORRIDOR 111 EAST ELEVATION 1/4" = 1'-0" 3 CORRIOR 111 SOUTH ELEVATION 1/4" = 1'-0" 4 CORRIDOR 111 WEST ELEVATION 1/4" = 1'-0" 5 LOBBY NORTH ELEVATION 1/4" = 1'-0" 6 LOBBY EAST ELEVATION 1/4" = 1'-0" 7 LOBBY SOUTH ELEVATION 1/4" = 1'-0" 8 LOBBY WEST ELEVATION 1/4" = 1'-0" 9 CONCESSION NORTH ELEVATION 1/4" = 1'-0" 10 CONCESSION EAST ELEVATION 1/4" = 1'-0" 11 CONCESSION SOUTH ELEVATION 1/4" = 1'-0" 12 CONCESSION WEST ELEVATION ---PAGE BREAK--- GYPSUM WALLBOARD, PAINTED WALL BASE ALUMINUM AND GLASS STOREFRONT SYSTEM GYPSUM WALLBOARD, PAINTED WALL BASE ALUMINUM STOREFRONT SYSTEM 109A 109B WOOD PANELING GYPSUM WALLBOARD, PAINTED WALL BASE ALUMINUM STOREFRONT SYSTEM BASE CABINETS WALL CABINETS WALL SCONCE 110A 110 109 GYPSUM WALLBOARD, PAINTED WALL BASE HOLLOW METAL GLASS DOOR CEILING WOOD PANELING GYPSUM WALLBOARD SOFFIT, PAINTED LIGHT FIXTURE 1' - 8" 2' - 10" 2' - 6" BASE CABINETS AND DRAWERS WALL CABINETS ACCESSIBLE ADA SINK BASE 104 107 WALL BASE NEW STUCCO ON EXISTING CMU WALL, PAINTED STAINLESS STEEL WATER COOLER/ BOTTLE FILLING STATION 109 WALL BASE NEW STUCCO ON EXISTING CMU WALL, PAINTED LIGHT FIXTURE WALL BASE NEW STUCCO ON EXISTING CMU WALL, PAINTED LIGHT FIXTURE WALL BASE NEW STUCCO ON EXISTING CMU WALL, PAINTED OPEN LIGHT FIXTURE WALL BASE CMU INFILL WALL, PAINTED FIBERGLASS DOUBLE- HUNG WINDOW SYSTEM GYPSUM WALLBOARD, PAINTED WALL BASE NEW CMU WALL, PAINTED 104 NEW CMU WALL, PAINTED WALL BASE EXISTING BLOCK, PAINTED A WALL BASE RESTORED STUCCO ON EXISTING CMU WALL, PAINTED ARCHITECT PROJECT NAME CLIENT PROJECT TEAM REVISIONS DRAWING TITLE DRAWING INFORMATION DRAWING NUMBER Bargmann Hendrie + Archetype, Inc. 9 Channel Center Street Boston, MA 02210 [PHONE REDACTED] Tel Copyright BH+A, Inc. DATE OF ISSUE DESCRIPTION SCALE DRAWN BY PROJECT # FILE NAME 1 2 3 4 5 DATE +a bh 3374-Forest River.rvt 1/4" = 1'-0" C:\Local Revit\3374-Forest River Pool_Bathhouse_R20_ClaraCastro6.rvt 11/2/2020 3:15:12 PM A401 BATHHOUSE INTERIOR ELEVATIONS CC 3374 October 30, 2020 90% Construction Documents Forest River Outdoor Recreation & Nature Center City of Salem 93 Washington Street Salem, MA 01970 Structures North 60 Washington Street, Salem MA 01970 [PHONE REDACTED] STRUCTURAL ENGINEER Norian Siani 43 Bradford Street, 3rd Floor Concord, MA 01742 [PHONE REDACTED] MEP/FP ENGINEER Hancock Associates 121 E. Berkeley Street, 4th Floor Boston, MA 02118 [PHONE REDACTED] CIVIL ENGINEER Kyle Zick Landscape Architecture 36 Bromfield Street, Suite 202 Boston, MA 02108 [PHONE REDACTED] LANDSCAPE CC 32 Clifton Street Salem, MA 01970 HISTORIC CONSULTANT Epsilon Associates 3 Mill & Main Place, Suite 250 Maynard, MA 01754 [PHONE REDACTED] 1/4" = 1'-0" 1 COMMUNITY ROOM NORTH ELEVATION 1/4" = 1'-0" 2 COMMUNITY ROOM EAST ELEVATION 1/4" = 1'-0" 3 COMMUNITY ROOM SOUTH ELEVATION 1/4" = 1'-0" 4 COMMUNITY ROOM WEST ELEVATION 1/4" = 1'-0" 5 VESTIBULE 106 NORTH ELEVATION 1/4" = 1'-0" 6 VESTIBULE 106 EAST ELEVATION 1/4" = 1'-0" 7 VESTIBULE 106 SOUTH ELEVATION 1/4" = 1'-0" 8 VESTIBULE 106 WEST ELEVATION 1/4" = 1'-0" 9 CONTROLLER NORTH ELEVATION 1/4" = 1'-0" 10 CONTROLLER EAST ELEVATION 1/4" = 1'-0" 11 CONTROLLET SOUTH ELEVATION 1/4" = 1'-0" 12 CONTROLLER WEST ELEVATION ---PAGE BREAK--- WALL BASE CMU WALL, PAINTED LIGHT FIXTURE TBA 4 TBA 1 TBA 7 WALL BASE CMU WALL, PAINTED LIGHT FIXTURE 132 WALL BASE CMU WALL, PAINTED LIGHT FIXTURE TBA 9 TBA 5 TBA 8 WALL BASE CMU WALL, PAINTED LIGHT FIXTURE TBA 1 TBA 8 WALL BASE CMU WALL, PAINTED SOLID SURFACE COUNTERTOP STEEL ANGLE BRACKET AT 4'-0" O.C. MAX. PAINTED LIGHT FIXTURE WALL BASE CMU WALL, PAINTED PLASTIC LOCKERS SOLID SURFACE COUNTERTOP STEEL ANGLE BRACKET AT 4'-0" O.C. MAX. PAINTED PAINTED GWB WALL BASE CMU WALL, PAINTED PLASTIC LOCKERS BASE CABINETS AND DRAWERS WALL CABINETS WALL BASE CMU WALL, PAINTED LIGHT FIXTURE BASE CABINETS AND DRAWERS WALL CABINETS ACCESSIBLE ADA SINK BASE WALL BASE CMU WALL, PAINTED LIGHT FIXTURE SOLID SURFACE COUNTER 2' - 10" 1' - 8" 132 133 LIGHT FIXTURE WALL BASE CMU WALL, PAINTED SOLID SURFACE COUNTERTOP STEEL ANGLE BRACKET AT 4'-0" O.C. MAX. PAINTED 2' - 8" CMU WALL, PAINTED LIGHT FIXTURE CMU WALL, PAINTED LIGHT FIXTURE ARCHITECT PROJECT NAME CLIENT PROJECT TEAM REVISIONS DRAWING TITLE DRAWING INFORMATION DRAWING NUMBER Bargmann Hendrie + Archetype, Inc. 9 Channel Center Street Boston, MA 02210 [PHONE REDACTED] Tel Copyright BH+A, Inc. DATE OF ISSUE DESCRIPTION SCALE DRAWN BY PROJECT # FILE NAME 1 2 3 4 5 DATE +a bh 3374-Forest River.rvt 1/4" = 1'-0" C:\Local Revit\3374-Forest River Pool_Support Bldg_R20_ClaraCastro6.rvt 11/2/2020 4:13:27 PM A405 SUPPORT BUILDING INTERIOR ELEVATIONS CC 3374 October 30, 2020 90% Construction Documents Forest River Outdoor Recreation & Nature Center City of Salem 93 Washington Street Salem, MA 01970 Structures North 60 Washington Street, Salem MA 01970 [PHONE REDACTED] STRUCTURAL ENGINEER Norian Siani 43 Bradford Street, 3rd Floor Concord, MA 01742 [PHONE REDACTED] MEP/FP ENGINEER Hancock Associates 121 E. Berkeley Street, 4th Floor Boston, MA 02118 [PHONE REDACTED] CIVIL ENGINEER Kyle Zick Landscape Architecture 36 Bromfield Street, Suite 202 Boston, MA 02108 [PHONE REDACTED] LANDSCAPE CC 32 Clifton Street Salem, MA 01970 HISTORIC CONSULTANT Epsilon Associates 3 Mill & Main Place, Suite 250 Maynard, MA 01754 [PHONE REDACTED] 1/4" = 1'-0" 7 TOILET NORTH ELEVATION 1/4" = 1'-0" 8 TOILET EAST ELEVATION 1/4" = 1'-0" 9 TOILET SOUTH ELEVATION 1/4" = 1'-0" 10 TOILET WEST ELEVATION 1/4" = 1'-0" 2 LIFEGUARD EAST ELEVATION 1/4" = 1'-0" 3 LIFEGUARD SOUTH ELEVATION 1/4" = 1'-0" 4 LIFEGUARD WEST ELEVATION 1/4" = 1'-0" 6 FIRST AID WEST ELEVATION 1/4" = 1'-0" 5 FIRST AID SOUTH ELEVATION 1/4" = 1'-0" 1 LIFEGUARD / FIRST AID ELEVATION 1/4" = 1'-0" 14 FILTRATION EAST ELEVATION 1/4" = 1'-0" 15 FILTRATION SOUTH ELEVATION ---PAGE BREAK--- A410 6 4 5 A410 9 7 8 10 A412 7 10 9 8 A410 2 3 A410 11 2' - 0" 4' - 0" 5' - 0" 4' - 6" 5' - 4 3/8" 12' - 2 3/8" 14' - 0" 7 5/8" 7 5/8" 3' - 10" FD FD FD FD FD FD FD 5' - 5" 1' - 6" 2' - 4" 6' - 6" 9' - 0" 1' - 6" 4' - 9" 8" 3' - 4" 7' - 10" 5' - 0" 1' - 6" 113 114 115 116 WOMEN 115 SHOWERS 116 3' - 1" 3' - 1" 3' - 1" M.O. 3' - 4" 4' - 6" M.O. 3' - 4" 6' - 2" FAMILY 113 JANITOR 114 8' - 3" 11' - 4" 4" BASE CMU WALL, PAINTED TBA 7 SOLID SURFACE COUNTERTOP 2' - 10" 4" PLAM COVER PANEL OPEN A410 11 TOILET PARTITION, TYP TBA 1 BASE CMU WALL, PAINTED CMU WALL, PAINTED 116 TBA 3 TBA 1 OPEN TOILET PARTITION, TYP BASE CMU WALL, PAINTED CMU PAINTED BASE CMU WALL, PAINTED TBA 6 TBA 6 TBA 6 TBA 6 TBA 6 BASE CMU WALL, PAINTED TBA 6 WOOD BENCH BASE CMU WALL, PAINTED WOOD BENCH BASE TBA 6 TBA 6 CMU WALL, PAINTED CMU WALL, PAINTED BASE 115 CMU WALL, PAINTED BASE TBA 9 TBA 9 TOILET PARTITION, TYP. A410 12A A410 12B 5' - 0" 5' - 0" SHOWER SEAT 2' - 10" 17" MAX 1' - 6" GRAB BAR SHOWER SEAT SHOWER SPRAY UNIT GRAB BAR SHOWER SPRAY UNIT SHOWER PARTITION A410 13A TBA 6 TBA 1 TOILET PARTITION, TYP CMU WALL, PAINTED BASE BASE SHOWER SEAT SHOWER SPRAY UNIT GRAB BARS EXTEND TO CEILING SHOWER SYSTEM UNIT 6' - 0" ARCHITECT PROJECT NAME CLIENT PROJECT TEAM REVISIONS DRAWING TITLE DRAWING INFORMATION DRAWING NUMBER Bargmann Hendrie + Archetype, Inc. 9 Channel Center Street, Suite 300 Boston, MA 02210 [PHONE REDACTED] Tel Copyright BH+A, Inc. DATE OF ISSUE DESCRIPTION SCALE DRAWN BY PROJECT # FILE NAME 1 2 3 4 5 DATE +a bh 3374-Forest River.rvt 1/4" = 1'-0" C:\Local Revit\3374-Forest River Pool_Bathhouse_R20_ClaraCastro6.rvt 10/26/2020 6:10:29 PM A410 BATHHOUSE WOMEN'S TOILET PLAN AND ELEVATIONS JS/CC 3374 October 30, 2020 90% Construction Documents Forest River Outdoor Recreation & Nature Center City of Salem 93 Washington Street Salem, MA 01970 Structures North 60 Washington Street, Salem MA 01970 [PHONE REDACTED] STRUCTURAL ENGINEER Norian Siani 43 Bradford Street, 3rd Floor Concord, MA 01742 [PHONE REDACTED] MEP/FP ENGINEER Hancock Associates 121 E. Berkeley Street, 4th Floor Boston, MA 02118 [PHONE REDACTED] CIVIL ENGINEER Kyle Zick Landscape Architecture 36 Bromfield Street, Suite 202 Boston, MA 02108 [PHONE REDACTED] LANDSCAPE JS/CC 32 Clifton Street Salem, MA 01970 HISTORIC CONSULTANT Epsilon Associates 3 Mill & Main Place, Suite 250 Maynard, MA 01754 [PHONE REDACTED] 1/4" = 1'-0" 1 ENLARGED WOMEN'S TOILET 1/4" = 1'-0" 5 WOMEN'S TOILET SOUTH ELEVATION 1/4" = 1'-0" 4 WOMEN'S TOILET WEST ELEVATION 1/4" = 1'-0" 6 WOMEN'S TOILETS EAST ELEVATION 1/4" = 1'-0" 7 WOMEN'S SHOWERS EAST ELEVATION 1/4" = 1'-0" 8 WOMEN'S SHOWERS SOUTH ELEVATION 1/4" = 1'-0" 9 WOMEN'S SHOWERS WEST ELEVATION 1/4" = 1'-0" 10 WOMEN'S SHOWERS NORTH ELEVATION 1/4" = 1'-0" 2 WOMEN'S TOILET WEST ELEVATION 1/4" = 1'-0" 3 WOMEN'S TOILET NORTH ELEVATION 1/4" = 1'-0" 12 TYPE 1 SHOWER 1/4" = 1'-0" 12A TYPE SHOWER 1 1/4" = 1'-0" 12B TYPE SHOWER 1 1/4" = 1'-0" 13 TYPE 2 SHOWER 1/4" = 1'-0" 13A TYPE 2 SHOWER TYPICAL SHOWER STALLS 1/4" = 1'-0" 11 WOMEN'S TOILET EAST ELEVATION 1/4" = 1'-0" 14 WOMEN'S SHOWER EAST ELEVATION (MEN OPPOSITE HAND) ---PAGE BREAK--- A411 9 7 8 10 A411 5 6 4 A411 A412 2 4 5 3 2 3 FD FD FD FD FD 1' - 7" 3' - 1" 3' - 0" 3' - 1" 5' - 5" MEN 119 SHOWERS 120 FAMILY 117 7 5/8" 5' - 0" 7 5/8" 11' - 4" 10' - 9" 4' - 0" ALIGN 4' - 6" 7' - 10" 5 5/8" 4' - 6" 13' - 4" 5' - 4" 4' - 0" 1' - 6" 5 5/8" 6' - 6" 9' - 0" 5 5/8" 2' - 4" 4" 120 119 117 120 A411 13 OPEN BASE CMU WALL, PAINTED TBA 1 TBA 1 BASE CMU WALL, PAINTED 2' - 10" 4" SOLID SURFACE COUNTERTOP PLAM COVER PANEL OPEN BASE CMU WALL, PAINTED BASE CMU WALL, PAINTED WOOD BENCH 1' - 6" BASE CMU WALL, PAINTED SHOWER SEAT LOUVER SHOWER SPRAY UNIT WOOD BENCH BASE SHOTCRETE WALL, PAINTED TBA 6 TBA 6 TBA 6 TBA 6 TBA 6 GYPSUM CHASE WALL, PAINTED 6" CONCRETE CURB ADA SHOWER SEAT ADA SHOWER SPRAY UNIT BASE CMU WALL, PAINTED 6" CONCRETE CURB CMU WALL, PAINTED CMU WALL, PAINTED BASE TBA 9 TBA 9 TOILET PARTITION, TYP CMU WALL, PAINTED BASE 119 FD 1' - 6" A411 11B 11A A411 12A 12B 1' - 6" 1' - 6" 5' - 0" 3' - 0" TBA 1 TBA 1 TBA 1 TBA 2 TBA 2 TOILET PARTITION TBA 1 TOILET PARTITION, TYP CMU WALL, PAINTED BASE ARCHITECT PROJECT NAME CLIENT PROJECT TEAM REVISIONS DRAWING TITLE DRAWING INFORMATION DRAWING NUMBER Bargmann Hendrie + Archetype, Inc. 9 Channel Center Street, Suite 300 Boston, MA 02210 [PHONE REDACTED] Tel Copyright BH+A, Inc. DATE OF ISSUE DESCRIPTION SCALE DRAWN BY PROJECT # FILE NAME 1 2 3 4 5 DATE +a bh 3374-Forest River.rvt 1/4" = 1'-0" C:\Local Revit\3374-Forest River Pool_Bathhouse_R20_ClaraCastro6.rvt 10/26/2020 6:06:58 PM A411 BATHHOUSE MEN'S TOILET PLAN AND ELEVATIONS JS/CC 3374 October 30, 2020 90% Construction Documents Forest River Outdoor Recreation & Nature Center City of Salem 93 Washington Street Salem, MA 01970 Structures North 60 Washington Street, Salem MA 01970 [PHONE REDACTED] STRUCTURAL ENGINEER Norian Siani 43 Bradford Street, 3rd Floor Concord, MA 01742 [PHONE REDACTED] MEP/FP ENGINEER Hancock Associates 121 E. Berkeley Street, 4th Floor Boston, MA 02118 [PHONE REDACTED] CIVIL ENGINEER Kyle Zick Landscape Architecture 36 Bromfield Street, Suite 202 Boston, MA 02108 [PHONE REDACTED] LANDSCAPE JS/CC 32 Clifton Street Salem, MA 01970 HISTORIC CONSULTANT Epsilon Associates 3 Mill & Main Place, Suite 250 Maynard, MA 01754 [PHONE REDACTED] 1/4" = 1'-0" 1 ENLARGED MEN'S TOILET PLAN 1/4" = 1'-0" 6 MEN'S TOILET EAST ELEVATION 1/4" = 1'-0" 4 MEN'S TOILET SOUTH ELEVATION 1/4" = 1'-0" 5 MEN'S TOILET WEST ELEVATION 1/4" = 1'-0" 9 MEN'S SHOWERS EAST ELEVATION 1/4" = 1'-0" 8 MEN'S SHOWERS SOUTH ELEVATION 1/4" = 1'-0" 7 MEN'S SHOWERS WEST ELEVATION 1/4" = 1'-0" 10 MEN'S SHOWERS NORTH ELEVATION 1/4" = 1'-0" 3 MEN'S TOILET NORTH ELEVATION 1/4" = 1'-0" 2 MEN'S TOILET EAST ELEVATION 1/4" = 1'-0" 11 TYPE 1 TOILET 1/4" = 1'-0" 12 TYPE 2 TOILET 1/4" = 1'-0" 11A TYPE 1 TOILET 1/4" = 1'-0" 11B TYPE 1 TOILET 1/4" = 1'-0" 12A TYPE 2 TOILET 1/4" = 1'-0" 12B TYPE 2 TOILET TYPICAL TOILET STALLS 1/4" = 1'-0" 13 MEN'S TOILET TYPICAL ELEVATION ---PAGE BREAK--- BABY CHANGING STATION WALL BASE CMU WALL, PAINTED TBA 9 117 CMU INFILL, PAINTED TBA 8 CMU, PAINTED WALL BASE SHOWER SPRAY UNIT SHOWER GRAB BARS SHOWER SEAT EXTEND TO CEILING BABY CHANGING STATION 113 CMU WALL, PAINTED BASE SHOWER GRAB BARS TBA 1 TBA 2 CMU WALL, PAINTED BASE TBA 3 TBA 8 TBA 1 CMU WALL, PAINTED BASE TBA 4 TBA 9 SHOWER SEAT TBA 7 2' - 10" 4" CMU WALL, PAINTED BASE SHOWER GRAB BARS SHOWER GRAB BARS SHOWER SPRAY UNIT EXTEND TO CEILING TBA 16 TBA 1 TBA 4 CMU WALL, PAINTED TBA 7 WALL BASE SHOWER SEAT SURFACE MOUNT ADULT CHANGING STATION SHOWER SPRAY UNIT TBA 1 TBA 2 CMU WALL, PAINTED WALL BASE TBA 3 A412 7 10 9 8 6' - 6" FD FD FAMILY 113 4' - 6" M.O. 3' - 4" 6' - 2" 1' - 6" 6' - 6" 4' - 10" 1' - 6" JANITOR 114 MOP SERVICE BASIN M.O. 3' - 4" 113 114 A412 2 4 5 3 FD FAMILY 117 1' - 6" 4' - 10" 5' - 0" 5 5/8" 2' - 7" 6' - 11" M.O. 3' - 4" 4' - 10" 117 6' - 6" SURFACE MOUNT ADULT CHANGING STATION ARCHITECT PROJECT NAME CLIENT PROJECT TEAM REVISIONS DRAWING TITLE DRAWING INFORMATION DRAWING NUMBER Bargmann Hendrie + Archetype, Inc. 9 Channel Center Street, Suite 300 Boston, MA 02210 [PHONE REDACTED] Tel Copyright BH+A, Inc. DATE OF ISSUE DESCRIPTION SCALE DRAWN BY PROJECT # FILE NAME 1 2 3 4 5 DATE +a bh 3374-Forest River.rvt 1/4" = 1'-0" C:\Local Revit\3374-Forest River Pool_Bathhouse_R20_ClaraCastro6.rvt 10/26/2020 5:57:42 PM A412 BATHHOUSE TOILET ROOM PLANS AND ELEVATIONS CC 3374 October 30, 2020 90% Construction Documents Forest River Outdoor Recreation & Nature Center City of Salem 93 Washington Street Salem, MA 01970 Structures North 60 Washington Street, Salem MA 01970 [PHONE REDACTED] STRUCTURAL ENGINEER Norian Siani 43 Bradford Street, 3rd Floor Concord, MA 01742 [PHONE REDACTED] MEP/FP ENGINEER Hancock Associates 121 E. Berkeley Street, 4th Floor Boston, MA 02118 [PHONE REDACTED] CIVIL ENGINEER Kyle Zick Landscape Architecture 36 Bromfield Street, Suite 202 Boston, MA 02108 [PHONE REDACTED] LANDSCAPE CC 32 Clifton Street Salem, MA 01970 HISTORIC CONSULTANT Epsilon Associates 3 Mill & Main Place, Suite 250 Maynard, MA 01754 [PHONE REDACTED] 1/4" = 1'-0" 2 FAMILY 117 EAST ELEVATION 1/4" = 1'-0" 3 FAMILY 117 SOUTH ELEVATION 1/4" = 1'-0" 7 FAMILY 113 WEST ELEVATION 1/4" = 1'-0" 10 FAMILY 113 NORTH ELEVATION 1/4" = 1'-0" 9 FAMILY 113 EAST ELEVATION 1/4" = 1'-0" 8 FAMILY 113 SOUTH ELEVATION 1/4" = 1'-0" 4 FAMILY 117 WEST ELEVATION 1/4" = 1'-0" 5 FAMILY 117 NORTH ELEVATION 1/4" = 1'-0" 6 ENLARGED FAMILY 113 PLAN 1/4" = 1'-0" 1 ENLARGED FAMILY 117 PLAN ---PAGE BREAK--- 2' - 0" MIN TBA-3 TBA-2 TBA-5 TBA-8 2 3/4" RIM 17" 12" 42" 34" 42" 6" MAX. GRAB BARS AT WATER CLOSET URINAL HC URINAL 24" 17" 34" WATER CLOSET TBA-1 FLUSH CONTROL 44" MAX EQ EQ COAT HOOK 48" ADA 54" 40" 1' - 6" 34" MAX TBA-7 TBA-4 LAVATORY CONTROL 42" MAX TOILET ACCESSORIES MOUNTING HEIGHT WASTE DISPOSAL (WOMEN'S ONLY) TISSUE DISPENSER PAPER DISPENSER / WASTE RECEPTICAL 1' - 6" MAXIMUN 38 3/4" 1' - 6" 1' - 6" 3'-6" MAX TBA-9 A413 2 5 4 3 CLEAR FLOOR SPACE 30"X48" 108 BABY CHANGING STATION TOILET 108 1' - 3" 1' - 6" A413 7 9 8 10 CLEAR FLOOR SPACE 30"X48" BABY CHANGING STATION 1' - 3" MIN 1' - 6" 107 TOILET 107 108 CMU WALL, PAINTED WALL BASE TBA 9 TBA 16 TBA 8 BABY CHANGING STATION CMU WALL, PAINTED WALL BASE TBA 1 CMU WALL, PAINTED WALL BASE TBA 4 TBA 7 TBA 3 2' - 10" 4" TBA 1 CMU WALL, PAINTED WALL BASE TBA 2 TBA 3 107 CMU WALL, PAINTED BASE TBA 9 TBA 16 TBA 1 CMU WALL, PAINTED BASE TBA 8 TBA 7 TBA 4 TBA 1 CMU WALL, PAINTED BASE TBA 2 TBA 3 2' - 10" 4" BABY CHANGING STATION CMU WALL, PAINTED BASE 1' - 8" 3' - 6" SEAL JOINT 2' - 10" SOLID SURFACE COUNTERTOP 2' - 0" 4" 1/2" 1 1/2" STEEL BRACKET WELDED FRAME, PAINTED. FASTEN TO WALL BLOCKING. BASE CMU WALL, PAINTED 4" FORMED CONCRETE TRENCH, SLOPED TO DRAINS SEALANT 10" 10" MIN 8" FRP GRATING 7" ARCHITECT PROJECT NAME CLIENT PROJECT TEAM REVISIONS DRAWING TITLE DRAWING INFORMATION DRAWING NUMBER Bargmann Hendrie + Archetype, Inc. 9 Channel Center Street, Suite 300 Boston, MA 02210 [PHONE REDACTED] Tel Copyright BH+A, Inc. DATE OF ISSUE DESCRIPTION SCALE DRAWN BY PROJECT # FILE NAME 1 2 3 4 5 DATE +a bh 3374-Forest River.rvt As indicated C:\Local Revit\3374-Forest River Pool_Bathhouse_R20_ClaraCastro6.rvt 10/26/2020 5:57:05 PM A413 BATHHOUSE TOILET ROOM PLANS, ELEVATIONS AND DETAILS CC 3374 October 30, 2020 90% Construction Documents Forest River Outdoor Recreation & Nature Center City of Salem 93 Washington Street Salem, MA 01970 Structures North 60 Washington Street, Salem MA 01970 [PHONE REDACTED] STRUCTURAL ENGINEER Norian Siani 43 Bradford Street, 3rd Floor Concord, MA 01742 [PHONE REDACTED] MEP/FP ENGINEER Hancock Associates 121 E. Berkeley Street, 4th Floor Boston, MA 02118 [PHONE REDACTED] CIVIL ENGINEER Kyle Zick Landscape Architecture 36 Bromfield Street, Suite 202 Boston, MA 02108 [PHONE REDACTED] LANDSCAPE CC 32 Clifton Street Salem, MA 01970 HISTORIC CONSULTANT Epsilon Associates 3 Mill & Main Place, Suite 250 Maynard, MA 01754 [PHONE REDACTED] 1/4" = 1'-0" 1 ENLARGED TOILET 108 PLAN 1/4" = 1'-0" 6 ENLARGED TOILET 107 PLAN 1/4" = 1'-0" 2 TOILET 108 ELEVATION EAST 1/4" = 1'-0" 3 TOILET 108 ELEVATION SOUTH 1/4" = 1'-0" 4 TOILET 108 ELEVATION WEST 1/4" = 1'-0" 5 TOILET 108 ELEVATION NORTH 1/4" = 1'-0" 7 TOILET 107 ELEVATION SOUTH 1/4" = 1'-0" 8 TOILET 107 ELEVATION WEST 1/4" = 1'-0" 9 TOILET 107 ELEVATION NORTH 1/4" = 1'-0" 10 TOILET 107 ELEVATION EAST 1 1/2" = 1'-0" 13 TYPICAL SINK COUNTER DETAIL AT TOILET 1 1/2" = 1'-0" 14 SHOWER DRAIN TRENCH DETAIL TOILET AND BATH ACCESSORIES SCHEDULE TBA # ITEM 1 GRAB BAR 42'' 2 TOILET TISSUE DISPENSER 3 WASTE DISPOSAL 4 SOAP DISPENSER, WALL MOUNT 5 PAPER TOWEL DISPENSER 6 SHOWER ROD AND CURTAIN 7 WALL MIRROR 8 WASTE RECEPTACLE, SURFACE-MOUNTED 9 ELECTRIC HAND DRYER 16 ROBE HOOK ---PAGE BREAK--- BATHHOUSE FLOOR LEVEL 0' - 0" ASPHALT SHINGLES SELF ADHERING SHEET UNDERLAYMENT EXISTING SHEATHING DRIP EDGE EXISTING STRUCTURE FLASHING NEW WINDOW EXISTING MASONRY PAINT BRICK WOOD BENCH 2" STEEL ANGLE BENCH BRACKET PAINTED TRIM WOOD SILL FLUSH WITH MASONRY PAINTED WOOD TRIM MINERAL WOOL INSULATION REMOVE EXISTING WOOD SOFFIT PAINT MASONRY GYPSUM WALLBOARD, PAINTED LINE OF EXISTING APRON REMOVE FOAM PADDING EXISTING WOOD SILL WOOD BRACKET CEMENT BOARD APRON WOOD SILL, PAINTED PANEL AND TRIM EXISTING WOOD BEAM PAINTED FASCIA TERMINATION BAR WOOD BENCH NEW APRON NEW TRIM EXISTING POST WOOD SILL BRACKETS BELOW BENCH BRACKET BELOW, TYP. BOARD TRIM BOARD PANEL LOBBY 112 K L K REPAIR BEAM ASPHALT ROOF NEW WINDOW TRIM STUCCO NEW APRON NEW TRIM PAINT WOOD BRACKET, TYPICAL PAINT BEAMS WOOD BRACKETS PAINT WOOD BRACKET, TYPICAL WOOD SILL ARCHITECT PROJECT NAME CLIENT PROJECT TEAM REVISIONS DRAWING TITLE DRAWING INFORMATION DRAWING NUMBER Bargmann Hendrie + Archetype, Inc. 9 Channel Center Street Boston, MA 02210 [PHONE REDACTED] Tel Copyright BH+A, Inc. DATE OF ISSUE DESCRIPTION SCALE DRAWN BY PROJECT # FILE NAME 1 2 3 4 5 DATE +a bh 3374-Forest River.rvt As indicated C:\Local Revit\3374-Forest River Pool_Bathhouse_R20_ClaraCastro6.rvt 11/2/2020 3:17:05 PM A415 BATHHOUSE BAY WINDOW DETAILS EF 3374 October 30, 2020 90% Construction Documents Forest River Outdoor Recreation & Nature Center City of Salem 93 Washington Street Salem, MA 01970 Structures North 60 Washington Street, Salem MA 01970 [PHONE REDACTED] STRUCTURAL ENGINEER Norian Siani 43 Bradford Street, 3rd Floor Concord, MA 01742 [PHONE REDACTED] MEP/FP ENGINEER Hancock Associates 121 E. Berkeley Street, 4th Floor Boston, MA 02118 [PHONE REDACTED] CIVIL ENGINEER Kyle Zick Landscape Architecture 36 Bromfield Street, Suite 202 Boston, MA 02108 [PHONE REDACTED] LANDSCAPE EF 32 Clifton Street Salem, MA 01970 HISTORIC CONSULTANT Epsilon Associates 3 Mill & Main Place, Suite 250 Maynard, MA 01754 [PHONE REDACTED] 1" = 1'-0" 3 BAY WINDOW SECTION 1" = 1'-0" 1 ENLARGED BAY WINDOW PLAN 1/2" = 1'-0" 2 BAY WINDOW ELEVATION ---PAGE BREAK--- 1 C 6" METAL PANEL RIGID INSULATION 1/2 PLYWOOD SHEATHING WOOD BLOCKING HSS COLUMN SEALANT WOOD WINDOW SILL, PAINTED GLAZING CMU BASE 5/8" GYPSUM WALLBOARD ALUMINUM FRAME 1" AIR VAPOR BARRIER SHUTTER CURTAIN SHUTTER SIDE TRACK 1 B 3" RIGID INSULATION 1/2 PLYWOOD SHEATHING COLD FORMED STEEL FRAMING 3" 5/8" GYPSUM WALLBOARD 3" CLAPBOARD CEDAR SIDING FIBER CEMENT PANEL 1X4 WOOD TRIM STEEL COLUMN THERMAL INSULATION BLANKET AIR VAPOR BARRIER WEATHER BARRIER EXISTING BUILDING EXPANSION JOINT SEALANT 5/8" GYPSUM WALLBOARD ALUMINUM FRAME GLAZING SHUTTER CURTAIN SHUTTER SIDE TRACK PT WOOD BLOCKING 1" 6" 2 C WOOD WINDOW SILL, PAINTED SEALANT ALUMINUM FRAME GLAZING 3" RIGID INSULATION 1/2 PLYWOOD SHEATHING COLD FORMED STEEL FRAMING CLAPBOARD CEDAR SIDING STEEL COLUMN THERMAL INSULATION BLANKET 1" 2 1/4" ALUMINUM & GLASS DOOR 6" 2 1/4" 6" AIR VAPOR BARRIER WEATHER BARRIER 1" SHUTTER CURTAIN SHUTTER SIDE TRACK PT WOOD BLOCKING SHUTTER CURTAIN SHUTTER SIDE TRACK PT WOOD BLOCKING ARCHITECT PROJECT NAME CLIENT PROJECT TEAM REVISIONS DRAWING TITLE DRAWING INFORMATION DRAWING NUMBER Bargmann Hendrie + Archetype, Inc. 9 Channel Center Street Boston, MA 02210 [PHONE REDACTED] Tel Copyright BH+A, Inc. DATE OF ISSUE DESCRIPTION SCALE DRAWN BY PROJECT # FILE NAME 1 2 3 4 5 DATE +a bh 3374-Forest River.rvt 3" = 1'-0" C:\Local Revit\3374-Forest River Pool_Bathhouse_R20_ClaraCastro6.rvt 11/2/2020 3:17:40 PM A500 BATHHOUSE EXTERIOR DETAILS CC 3374 October 30, 2020 90% Construction Documents Forest River Outdoor Recreation & Nature Center City of Salem 93 Washington Street Salem, MA 01970 Structures North 60 Washington Street, Salem MA 01970 [PHONE REDACTED] STRUCTURAL ENGINEER Norian Siani 43 Bradford Street, 3rd Floor Concord, MA 01742 [PHONE REDACTED] MEP/FP ENGINEER Hancock Associates 121 E. Berkeley Street, 4th Floor Boston, MA 02118 [PHONE REDACTED] CIVIL ENGINEER Kyle Zick Landscape Architecture 36 Bromfield Street, Suite 202 Boston, MA 02108 [PHONE REDACTED] LANDSCAPE CC 32 Clifton Street Salem, MA 01970 HISTORIC CONSULTANT Epsilon Associates 3 Mill & Main Place, Suite 250 Maynard, MA 01754 [PHONE REDACTED] 3" = 1'-0" 2 CORNER DETAIL AT COLUMN 3" = 1'-0" 1 WALL DETAIL 3" = 1'-0" 3 WALL DETAIL AT ALUMINUM & GLASS DOOR ---PAGE BREAK--- BATHHOUSE FLOOR LEVEL 0' - 0" C CONCRETE FOUNDATION WALL CONCRETE SLAB 6" COMPACTED GRAVEL 2" FOUNDATION INSULATION 1/2" PRE-MOULDED FILLER FINISH FLOOR THROUGH-WALL FLASHING; FURNISHED BY ROOFING CONTRACTOR, INSTALLED BY CONTRACTOR WALL BASE 5/8" GYPSUM WALLBOARD CMU CONCRETE SLAB ON GRADE COLD FORMED STEEL FRAMING THERMAL INSULATION BLANKET 1/2" PLYWOOD SHEATHING PT WOOD BLOCKING AIR VAPOR BARRIER 3" RIGID INSULATION WHEATHER BARRIER CLAPBOARD CEDAR SIDING 3" STEEL ANGLE HOT DIPPED GALVANIZED 6" UNDER SLAB VAPOR BARRIER 4" CONTINUOUS RIGID INSULATION 6" COMPACTED GRAVEL COMPACTED STRUCTURAL FILL ANCHOR MASONRY WEEP VENTS 16" O.C. MAXIMUM BATHHOUSE FLOOR LEVEL 0' - 0" C CONCRETE FOUNDATION WALL CONCRETE SLAB 6" COMPACTED GRAVEL 2" FOUNDATION INSULATION 1/2" PRE-MOULDED FILLER FINISH FLOOR THROUGH-WALL FLASHING; FURNISHED BY ROOFING CONTRACTOR, INSTALLED BY CONTRACTOR WALL BASE 5/8" GYPSUM WALLBOARD CMU CONCRETE SLAB ON GRADE COLD FORMED STEEL FRAMING THERMAL INSULATION BLANKET 1/2" PLYWOOD SHEATHING PT WOOD BLOCKING AIR VAPOR BARRIER 3" RIGID INSULATION STEEL ANGLE HOT DIPPED GALVANIZED UNDER SLAB VAPOR BARRIER 4" CONTINUOUS RIGID INSULATION 6" COMPACTED GRAVEL COMPACTED STRUCTURAL FILL ANCHOR MASONRY WEEP VENTS 16" O.C. MAXIMUM GLAZING ALUMINUM FRAME ARCHITECT PROJECT NAME CLIENT PROJECT TEAM REVISIONS DRAWING TITLE DRAWING INFORMATION DRAWING NUMBER Bargmann Hendrie + Archetype, Inc. 9 Channel Center Street Boston, MA 02210 [PHONE REDACTED] Tel Copyright BH+A, Inc. DATE OF ISSUE DESCRIPTION SCALE DRAWN BY PROJECT # FILE NAME 1 2 3 4 5 DATE +a bh 3374-Forest River.rvt 3" = 1'-0" C:\Local Revit\3374-Forest River Pool_Bathhouse_R20_ClaraCastro6.rvt 11/2/2020 3:18:59 PM A501 BATHHOUSE EXTERIOR DETAILS Author 3374 October 30, 2020 90% Construction Documents Forest River Outdoor Recreation & Nature Center City of Salem 93 Washington Street Salem, MA 01970 Structures North 60 Washington Street, Salem MA 01970 [PHONE REDACTED] STRUCTURAL ENGINEER Norian Siani 43 Bradford Street, 3rd Floor Concord, MA 01742 [PHONE REDACTED] MEP/FP ENGINEER Hancock Associates 121 E. Berkeley Street, 4th Floor Boston, MA 02118 [PHONE REDACTED] CIVIL ENGINEER Kyle Zick Landscape Architecture 36 Bromfield Street, Suite 202 Boston, MA 02108 [PHONE REDACTED] LANDSCAPE Author 32 Clifton Street Salem, MA 01970 HISTORIC CONSULTANT Epsilon Associates 3 Mill & Main Place, Suite 250 Maynard, MA 01754 [PHONE REDACTED] 3" = 1'-0" 1 WALL BASE DETAIL AT COMMUNITY ROOM 3" = 1'-0" 2 WALL BASE DETAIL AT COMMUNITY ROOM ---PAGE BREAK--- METAL COPING BLOCKING PVC ROOFING TAPERED INSULATION EXISTING WALL CONTIMIOUS CLIP MINERAL WOOL INSULATION PROTECTION BOARD VAPOR BARRIER EXISTING SHEATHING EXISTING JOISTS HEAT WELD SEAM 5" RIGID ROOF INSULATION VAPOR BARRIER 5/8" OSB SHEATHING TAPERED INSULATION PVC ROOFING VAPOR BARRIER EXISTING SHEATHING MINERAL WOOL INSULATION PROTECTION BOARD APPLIED STANDING SEAM TOP OF EXISTING STRUCTURE 11' - 0" SKYLIGHT TAPERED INSULATION EXISTING WALL INFILL FRAMING PVC ROOFING GYPSUM WALLBOARD MINERAL WOOL INSULATION PROTECTION BOARD VAPOR BARRIER EXISTING SHEATHING CEILING STRUCTURE CURB FASTENER FLASHING WOOD STRUCTURE 8" MIN TOP OF EXISTING STRUCTURE 11' - 0" TAPERED INSULATION P.T. BLOCKING EXISTING WALL PVC ROOFING PVC ROOFING VAPOR BARRIER EXISTING SHEATHING MINERAL WOOL INSULATION PROTECTION BOARD LAP ROOFING HEAT WELD PROTECTION BOARD TOP OF EXISTING STRUCTURE 11' - 0" PVC ROOFING TAPERED INSULATION MINERAL WOOL INSULATION PROTECTION BOARD VAPOR BARRIER EXISTING SHEATHING EXISTING JOISTS CAST IRON DRAIN BLOCKING DRAIN PIPE COMPRESSION RING TOP OF EXISTING STRUCTURE 11' - 0" MECHANICAL UNIT FASTENER FASTENER AND SEAM PLATE BASE FLASHING HOT AIR WELD EXISTING SHEATHING PVC ROOFING TAPERED INSULATION VAPOR BARRIER 1' - 11" MIN PROTECTION BOARD MINERAL WOOL INSULATION SEALANT PVC ROOFING VAPOR BARRIER PLYWOOD SHEATHING MINERAL WOOL INSULATION DUCT 4 RIGID ROOF INSULATION RIM JOISTS FASCIA SOFFIT EDGE FLASHING PVC ROOFING PROTECTION BOARD VAPOR BARRIER WELD FASTENER CLIP APPLIED STANDING SEAM TOP OF EXISTING STRUCTURE 11' - 0" 5/8" OSB SHEATHING RIGID ROOF INSULATION P.T. BLOCKING FASCIA SOFFIT EDGE FLASHING C PVC ROOFING PROTECTION BOARD VAPOR BARRIER RIGID INSULATION FIBER CEMENT PANEL FIBERGLASS BATT INSULATION GYPSUM WALLBOARD SHEATHING WELD FASTENER CLIP APPLIED STANDING SEAM TOP OF EXISTING STRUCTURE 11' - 0" SKYLIGHT TAPERED INSULATION INFILL FRAMING PVC ROOFING MINERAL WOOL INSULATION PROTECTION BOARD VAPOR BARRIER EXISTING SHEATHING FASTENER WOOD STRUCTURE MINERAL WOOL INSULATION GYPSUM WALLBOARD PLYWOOD SHEATHING 2x4 FRAMING SKYLIGHT CURB MULLION 8 7/8" TOP OF EXISTING STRUCTURE 11' - 0" PIPE PENETRATION SEALANT STAINLESS STEEL HOSE CLAMP PRE-MOLDED CONE FLASHING FASTENER AND SEAM PLATE BASE FLASHING HOT AIR WELD EXISTING SHEATHING PVC ROOFING TAPERED INSULATION AIR BARRIER 18" MIN TOP OF EXISTING STRUCTURE 11' - 0" METAL COPING BLOCKING PVC ROOFING TAPERED INSULATION EXISTING WALL CONTIMIOUS CLIP MINERAL WOOL INSULATION PROTECTION BOARD VAPOR BARRIER EXISTING SHEATHING EXISTING JOISTS HEAT WELD SEAM ARCHITECT PROJECT NAME CLIENT PROJECT TEAM REVISIONS DRAWING TITLE DRAWING INFORMATION DRAWING NUMBER Bargmann Hendrie + Archetype, Inc. 9 Channel Center Street Boston, MA 02210 [PHONE REDACTED] Tel Copyright BH+A, Inc. DATE OF ISSUE DESCRIPTION SCALE DRAWN BY PROJECT # FILE NAME 1 2 3 4 5 DATE +a bh 3374-Forest River.rvt 1 1/2" = 1'-0" C:\Local Revit\3374-Forest River Pool_Bathhouse_R20_ClaraCastro6.rvt 11/2/2020 3:22:19 PM A510 BATHHOUSE ROOF DETAILS Author 3374 October 30, 2020 90% Construction Documents Forest River Outdoor Recreation & Nature Center City of Salem 93 Washington Street Salem, MA 01970 Structures North 60 Washington Street, Salem MA 01970 [PHONE REDACTED] STRUCTURAL ENGINEER Norian Siani 43 Bradford Street, 3rd Floor Concord, MA 01742 [PHONE REDACTED] MEP/FP ENGINEER Hancock Associates 121 E. Berkeley Street, 4th Floor Boston, MA 02118 [PHONE REDACTED] CIVIL ENGINEER Kyle Zick Landscape Architecture 36 Bromfield Street, Suite 202 Boston, MA 02108 [PHONE REDACTED] LANDSCAPE Author 32 Clifton Street Salem, MA 01970 HISTORIC CONSULTANT Epsilon Associates 3 Mill & Main Place, Suite 250 Maynard, MA 01754 [PHONE REDACTED] 1 1/2" = 1'-0" 3 ROOF EDGE DETAIL 1 1/2" = 1'-0" 10 COMMUNITY ROOM LOW POINT 1 1/2" = 1'-0" 8 SKYLIGHT EDGE 1 1/2" = 1'-0" 9 ROOF CURB 1 1/2" = 1'-0" 4 ROOF DRAIN 1 1/2" = 1'-0" 5 EXHAUST FAN 1 1/2" = 1'-0" 6 COMMUNITY ROOM RAKE DETAIL 1 1/2" = 1'-0" 11 COMMUNITY ROOM HIGH POINT 1 1/2" = 1'-0" 2 SKYLIGHT END FLASHING 1 1/2" = 1'-0" 1 VENT PIPE FLASHING 1 1/2" = 1'-0" 7 TYPICAL ROOF CURB ---PAGE BREAK--- A - FIBER GLASS AWNING 3' - 2" B - FIBER GLASS FIXED NOTES: 1. FIELD VERIFY DIMENSIONS FOR ALL REPLACEMENT WINDOWS PRIOR TO FABRICATION. 2. PROVIDE OPAQUE GLASS AT THE FOLLOWING ROOMS: MECH/ELEC 105 TOILET 108 DATA 121 SHOWERS 116 MEN 119 SHOWERS 120 M.O. - V.I.F. 3' - 3" M.O. - V.I.F. 2' - 10" 2' - 4" C - FIBER GLASS AWNING V.I.F. 6' - 1" 1' - 8" V.I.F. 6' - 1" D - FIBER GLASS FIXED 2' - 4" 1' - 3" E - FIBER GLASS SINGLE HUNG V.I.F. 6' - 1" F - FIBER GLASS FIXED 3' - 4" 1' - 10" 4' - 0" 2' - 10" 1' - 9" 4' - 0" 2' - 10" G - FIBER GLASS FIXED H - FIBER GLASS SINGLE HUNG 3' - 8" 2' - 10" 3' - 4" 2' - 4" 4' - 0" 2' - 10" 1' - 10" 3' - 8" 2' - 10" J - FIBER GLASS FIXED V.I.F. 3' - 8" V.I.F. 3' - 0" V.I.F. 3' - 8" V.I.F. 3' - 0" V.I.F. 1' - 10" V.I.F. 3' - 4" L - FIBER GLASS SINGLE HUNG K - FIBER GLASS FIXED R - FIBER GLASS FIXED Q - FIBER GLASS SINGLE HUNG V.I.F. 1' - 8 1/2" 5' - 7 1/2" 2' - 10" 3' - 2" 5' - 7 1/2" 2' - 10" TRANSACTION WINDOW BEHIND SINGLE HUNG N - FIBER GLASS SINGLE HUNG P - FIBER GLASS SINGLE HUNG 2' - 10" 5' - 6" 3' - 0" 2' - 4" 5' - 6" 3' - 0" 6' - 0" 1' - 2" 2' - 0" M - LOUVER 1' - 0" 1' - 0" 4' - 0" S - LOUVER REFER TO SECTION 057000 FOR HEAVY DUTY CUSTOM SECURITY SCREENS AT THE SHOWER AREA LOUVERS ARCHITECT PROJECT NAME CLIENT PROJECT TEAM REVISIONS DRAWING TITLE DRAWING INFORMATION DRAWING NUMBER Bargmann Hendrie + Archetype, Inc. 9 Channel Center Street Boston, MA 02210 [PHONE REDACTED] Tel Copyright BH+A, Inc. DATE OF ISSUE DESCRIPTION SCALE DRAWN BY PROJECT # FILE NAME 1 2 3 4 5 DATE +a bh 3374-Forest River.rvt 1/2" = 1'-0" C:\Local Revit\3374-Forest River Pool_Bathhouse_R20_ClaraCastro6.rvt 11/2/2020 3:23:42 PM A512 WINDOW TYPES CC 3374 October 30, 2020 90% Construction Documents Forest River Outdoor Recreation & Nature Center City of Salem 93 Washington Street Salem, MA 01970 Structures North 60 Washington Street, Salem MA 01970 [PHONE REDACTED] STRUCTURAL ENGINEER Norian Siani 43 Bradford Street, 3rd Floor Concord, MA 01742 [PHONE REDACTED] MEP/FP ENGINEER Hancock Associates 121 E. Berkeley Street, 4th Floor Boston, MA 02118 [PHONE REDACTED] CIVIL ENGINEER Kyle Zick Landscape Architecture 36 Bromfield Street, Suite 202 Boston, MA 02108 [PHONE REDACTED] LANDSCAPE CC 32 Clifton Street Salem, MA 01970 HISTORIC CONSULTANT Epsilon Associates 3 Mill & Main Place, Suite 250 Maynard, MA 01754 [PHONE REDACTED] 1/2" = 1'-0" BATHHOUSE EXTERIOR WINDOW TYPE 1/2" = 1'-0" SUPPORT BUILDING EXTERIOR WINDOW TYPE ---PAGE BREAK--- FUTURE 4" ART WALL DECORATIVE CMU JAMB BLOCK NORMAL CMU CUT BLOCK 2' - 0 3/32" FUTURE 4" ART WALL DECORATIVE CMU NORMAL CMU 2' - 1" FUTURE 4" ART WALL DECORATIVE 8" CMU JAMB BLOCK NORMAL CMU VERTICAL JOINT FLOOR 18' - 9" TOP OF MASONRY WALL 28' - 1" FIBER CEMENT PANELS 3/4" PAINTED MDO CEILING NORMAL CMU 1/2" PRE-MOULDED FILLER FINISH FLOOR UNDER SLAB VAPOR BARRIER 6" DENSE GRADED CRUSHED STONE COMPACTED SOIL CONCRETE FOUNDATION WALL 1/2" PRE-MOULDED FILLER A321 2 1' - 2" 6" BRICK SHELF 4" FUTURE ART WALL FLASHING FLOOR 18' - 9" TOP OF MASONRY WALL 28' - 1" FIBER CEMENT PANELS 3/4" PAINTED MDO CEILING NORMAL CMU 1/2" PRE-MOULDED FILLER FINISH FLOOR UNDER SLAB VAPOR BARRIER 6" DENSE GRADED CRUSHED STONE COMPACTED SOIL CONCRETE FOUNDATION WALL 1/2" PRE-MOULDED FILLER A321 2 1' - 2" 6" BRICK SHELF 4" FUTURE ART WALL DECORATIVE CMU FLOOR 18' - 9" TOP OF MASONRY WALL 28' - 1" FIBER CEMENT PANELS 3/4" PAINTED MDO CEILING NORMAL CMU 1/2" PRE-MOULDED FILLER FINISH FLOOR UNDER SLAB VAPOR BARRIER 6" DENSE GRADED CRUSHED STONE COMPACTED SOIL CONCRETE FOUNDATION WALL 1/2" PRE-MOULDED FILLER A321 2 1' - 2" 6" BRICK SHELF 4" FUTURE ART WALL FLASHING 12" CUT BLOCK CORNER OF BASE BUILDING 2' PIER ON OPTIONS 2&3 CORNER OF BUILDING WITH ART WALL CMU-3 CMU-1 CMU-2 CORNER DETAIL AT ODD NUMBERED COURSES CORNER DETAIL AT EVEN NUMBERED COURSES 12" CUT BLOCK DECORATIVE CMU NORMAL CMU DECORATIVE CMU NORMAL CMU ARCHITECT PROJECT NAME CLIENT PROJECT TEAM REVISIONS DRAWING TITLE DRAWING INFORMATION DRAWING NUMBER Bargmann Hendrie + Archetype, Inc. 9 Channel Center Street Boston, MA 02210 [PHONE REDACTED] Tel Copyright BH+A, Inc. DATE OF ISSUE DESCRIPTION SCALE DRAWN BY PROJECT # FILE NAME 1 2 3 4 5 DATE +a bh 3374-Forest River.rvt As indicated C:\Local Revit\3374-Forest River Pool_Support Bldg_R20_ClaraCastro6.rvt 11/2/2020 4:14:34 PM A520 SUPPORT BUILDING ARTWORK LOCATIONS Author 3374 October 30, 2020 90% Construction Documents Forest River Outdoor Recreation & Nature Center City of Salem 93 Washington Street Salem, MA 01970 Structures North 60 Washington Street, Salem MA 01970 [PHONE REDACTED] STRUCTURAL ENGINEER Norian Siani 43 Bradford Street, 3rd Floor Concord, MA 01742 [PHONE REDACTED] MEP/FP ENGINEER Hancock Associates 121 E. Berkeley Street, 4th Floor Boston, MA 02118 [PHONE REDACTED] CIVIL ENGINEER Kyle Zick Landscape Architecture 36 Bromfield Street, Suite 202 Boston, MA 02108 [PHONE REDACTED] LANDSCAPE Author 32 Clifton Street Salem, MA 01970 HISTORIC CONSULTANT Epsilon Associates 3 Mill & Main Place, Suite 250 Maynard, MA 01754 [PHONE REDACTED] 4 Sunshade View 1 1/2" = 1'-0" 5 CORNER DETAIL AT ART WALL OPTION 2 1 1/2" = 1'-0" 6 CORNER DETAIL AT ART WALL OPTION 3 1 1/2" = 1'-0" 7 CORNER DETAIL AT ART WALL OPTION 1 1/2" = 1'-0" 8 WALL SECTION OPTION 1 1/2" = 1'-0" 9 WALL SECTION OPTION 2 1/2" = 1'-0" 10 WALL SECTION OPTION 3 1/4" = 1'-0" 11 ELEVATION STUDY ---PAGE BREAK--- LAMINATED SAFETY GLASS F DOOR TYPES FLUSH FG2 2" 2" SCHEDULE SEE DOOR 4" SEE DOOR SCHEDULE 1 2" V.I.F. 2" SCHEDULE SEE DOOR 2" 2 LAMINATED SAFETY GLASS FRAME TYPES G LAMINATED SAFETY GLASS SEE SCHEDULE SEE DOOR SCHEDULE SEE DOOR SCHEDULE 2 GLASS PANEL HALF GLASS L LOUVER (BOTTOM) SEE DOOR SCHEDULE 1' - 0" SEE DOOR SCHEDULE SEE DOOR SCHEDULE SEE DOOR SCHEDULE LAMINATED SAFETY GLASS FG FULL GLASS SEE DOOR SCHEDULE 1' - 0" 2' - 0" 6" SEE DOOR SCHEDULE 6" 6" 6" 6" 6" 6" 6" 6" 2' - 10" 2' - 0" 1' - 6" 1' - 0" SEE DOOR SCHEDULE SEE DOOR SCHEDULE 4" 8" NEW GALVANIZED DOUBLE ANGLE STEEL LINTEL EXISTING OR NEW CMU. PROVIDE TEMPORARY SUPPORT IN EXISTING WALL, WHILE INSTALLING NEW DOOR / WINDOW LINTELS DOOR AND FRAME CONTINUOUS SEALANT AND BACKER ROD ON BOTH SIDES GROUT LINTEL COURSE SOLID CONTINUOUS SEALANT AND BACKER ROD ON BOTH SIDES GROUT CELL FOR INSTALLING DOOR JAMB HOLLOW METAL DOOR SLUSH SOLID HOLLOW METAL FRAME EXISTING OR NEW CMU GENERAL DOOR NOTES: 1. ALL HM DOORS AND STEEL DOORS AND FRAMES SHALL BE PAINTED CUSTOM COLOR AS SELECTED BY ARCHITECT. 2. ALL ALUMINUM DOORS AND FRAMES SHALL BE CUSTOM COLOR FACTORY APPLIED AS SELECTED BY ARCHITECT. 3. SUBMIT PRODUCT APPROVAL CERTIFICATION ON ALL EXTERIOR DOOR AND FRAME ASSEMBLIES. DOOR HARDWARE 1 SET # 3 HINGES, 1 DUMMY PUSHRAILS, 1 DOOR PULL, 1 CLOSER 2 3 3 HINGES, 1 MORTISE LOCK (OFFICE), 1 KICKPLATE, 1 DOOR STOP 4 5 3 HINGES, 1 LOCKSET (PRIVACY), 1 KICKPLATE, 1 DOOR STOP, 3 SILENCER, 1 COAT HOOK 3 HINGES (HEAVY WEIGHT), 1 EXIT DEVICE, 1 CLOSER, 1 THERMALLY BROKEN THRESHOLD, 1 ELECTRIC STRIKE FOR EXTERIOR CARD READER, 1 POWER SUPPLY FOR EXTERIOR CARD READER. 3 HINGES, 1 MORTISE LOCK, 1 CLOSER, 1 DOOR STOP, 3 SILENCER, 1 KICKPLATE (PUSH SIDE) 6 3 HINGES (HEAVY WEIGHT), 1 PUSH PULL, 1 CLOSER, 2 KICKPLATES, 1 DOOR STOP, 3 SILENCER 7 6 HINGES, 2 EXIT DEVICE, 2 CLOSER, 2 DOOR STOP, 2 KICKPLATES, 1 COORDINATOR ARCHITECT PROJECT NAME CLIENT PROJECT TEAM REVISIONS DRAWING TITLE DRAWING INFORMATION DRAWING NUMBER Bargmann Hendrie + Archetype, Inc. 9 Channel Center Street Boston, MA 02210 [PHONE REDACTED] Tel Copyright BH+A, Inc. DATE OF ISSUE DESCRIPTION SCALE DRAWN BY PROJECT # FILE NAME 1 2 3 4 5 DATE +a bh 3374-Forest River.rvt As indicated C:\Local Revit\3374-Forest River Pool_Bathhouse_R20_ClaraCastro6.rvt 11/2/2020 3:26:17 PM A600 DOOR SCHEDULE AND DETAILS CC 3374 October 30, 2020 90% Construction Documents Forest River Outdoor Recreation & Nature Center City of Salem 93 Washington Street Salem, MA 01970 Structures North 60 Washington Street, Salem MA 01970 [PHONE REDACTED] STRUCTURAL ENGINEER Norian Siani 43 Bradford Street, 3rd Floor Concord, MA 01742 [PHONE REDACTED] MEP/FP ENGINEER Hancock Associates 121 E. Berkeley Street, 4th Floor Boston, MA 02118 [PHONE REDACTED] CIVIL ENGINEER Kyle Zick Landscape Architecture 36 Bromfield Street, Suite 202 Boston, MA 02108 [PHONE REDACTED] LANDSCAPE CC 32 Clifton Street Salem, MA 01970 HISTORIC CONSULTANT Epsilon Associates 3 Mill & Main Place, Suite 250 Maynard, MA 01754 [PHONE REDACTED] DOOR SCHEDULE DOOR DOOR SIZE DOOR FRAME HDWR REMARKS NUMBER NAME WIDTH HEIGHT THICKNESS TYPE MATERIAL FINISH TYPE MATERIAL HEAD JAMB THRESHOLD BATHHOUSE FLOOR LEVEL 101 ENTRY VESTIBULE 6' - 0" 7' - 0" 0' - 1 3/4" FG2 HM/GLASS PAINT 1 HM 1/A600 2/A600 102 CONCESSION 3' - 0" 7' - 0" 0' - 1 3/4" F HM PAINT 1 HM 1/A600 2/A600 103 STORAGE 3' - 0" 7' - 0" 0' - 1 3/4" F HM PAINT 1 HM 1/A600 2/A600 104 CONTROLLER 3' - 0" 7' - 0" 0' - 1 3/4" G HM PAINT 1 HM 1/A600 2/A600 105 MECH/ELEC 3' - 0" 7' - 0" 0' - 1 3/4" L HM PAINT 1 HM 1/A600 2/A600 107 TOILET 3' - 0" 7' - 0" 0' - 1 3/4" F HM PAINT 1 HM 1/A600 2/A600 108 TOILET 3' - 0" 7' - 0" 0' - 1 3/4" F HM PAINT 1 HM 1/A600 2/A600 109 COMMUNITY ROOM 3' - 0" 7' - 0" 0' - 1 3/4" FG HM/GLASS ANODIZED 2 ALUM 109A COMMUNITY ROOM 6' - 0" 8' - 0 3/8" 0' - 1 3/4" FG ALUM/GLASS ANODIZED 1 ALUM 109B COMMUNITY ROOM 6' - 0" 8' - 0 3/8" 0' - 1 3/4" FG ALUM/GLASS ANODIZED 1 ALUM 110 STORAGE 6' - 0" 7' - 0" 0' - 1 3/4" F HM PAINT 1 HM 1/A600 2/A600 110A STORAGE 6' - 0" 7' - 0" 0' - 1 3/4" F HM PAINT 1 HM 1/A600 2/A600 111 CORRIDOR 6' - 2" 7' - 3" 0' - 1 3/4" FG2 HM/GLASS PAINT 2 HM 1/A600 2/A600 112 LOBBY 3' - 0" 7' - 0" 0' - 1 3/4" FG2 HM/GLASS PAINT 1 HM 1/A600 2/A600 112A LOBBY 3' - 0" 7' - 0" 0' - 1 3/4" FG2 HM/GLASS PAINT 1 HM 1/A600 2/A600 113 FAMILY 3' - 0" 7' - 0" 0' - 1 3/4" F HM PAINT 1 HM 1/A600 2/A600 114 JANITOR 3' - 0" 7' - 0" 0' - 1 3/4" F HM PAINT 1 HM 1/A600 2/A600 115 WOMEN 3' - 0" 7' - 0" 0' - 1 3/4" F HM PAINT 1 HM 1/A600 2/A600 116 WOMEN 3' - 0" 7' - 0" 0' - 1 3/4" F HM PAINT 1 HM 1/A600 2/A600 117 FAMILY 3' - 0" 7' - 0" 0' - 1 3/4" F HM PAINT 1 HM 1/A600 2/A600 119 MEN 3' - 0" 7' - 0" 0' - 1 3/4" F HM PAINT 1 HM 1/A600 2/A600 120 MEN 3' - 0" 7' - 0" 0' - 1 3/4" F HM PAINT 1 HM 1/A600 2/A600 121 DATA 3' - 0" 7' - 0" 0' - 1 3/4" L HM PAINT 1 HM 1/A600 2/A600 FLOOR 130 LIFEGUARD 3' - 0" 7' - 0" 0' - 1 3/4" FG2 HM/GLASS PAINT 1 HM 1/A600 2/A600 131 FILTRATION 6' - 0" 7' - 0" 0' - 1 3/4" F HM PAINT 1 HM 1/A600 2/A600 132 TOILET 3' - 0" 7' - 0" 0' - 1 3/4" F HM PAINT 1 HM 1/A600 2/A600 133 STORAGE 3' - 0" 7' - 0" 0' - 1 3/4" F HM PAINT 1 HM 1/A600 2/A600 134 FILTRATION 3' - 0" 7' - 0" 0' - 1 3/4" F HM PAINT 1 HM 1/A600 2/A600 1/4" = 1'-0" DOOR AND FRAME TYPES 1 1/2" = 1'-0" 1 TYPICAL HOLLOW METAL DOOR HEAD 1 1/2" = 1'-0" 2 TYPICAL DOOR JAMB DETAIL SUPPORT BUILDING DOOR SCHEDULE BATHHOUSE DOOR SCHEDULE ---PAGE BREAK--- PLASTIC LAMINATE PL-1 MANUFACTURER: FORMICA PRODUCT: PLASTIC LAMINATE COLOR: 949-90 WHITE, GLOSS FINISH LOCATION: SHELVING & SUPPORTS ACOUSTIC CEILING TILE ACT-1 MANUFACTURER: CEILINGS PRODUCT: 2 x 2 CLEAN ROOM VL SQUARE 15/16" COLOR: WHITE SUSPENSION SYS: CLEAN ROOM COLOR: WHITE LOCATION: SEE REFLECTED CEILING PLANS NOTE: ROOM FINISH LEGEND PORCELAIN / CERAMIC TILE TILE BASE T-1 MANUFACTURER: DALTILE PRODUCT: PORCELAIN TILE WITH STEPWISE PATTERN: VOLUME 1.0 COLOR: STEREO GREY VL73 FINISH: MATTE SIZE: 12 X 24 GROUT: TBD LOCATION: LOBBY NOTE: CABINETS CAB-1 MANUFACTURER: J SUSS INDUSTRIES, INC. PRODUCT: AWI "CUSTOM GRADE" ALL PLYWOOD CABINETS DOOR: SLAB STYLE DOOR COLOR: PIANOVO GLOSS 03 WHITE FINISH: HIGH GLOSS LOCATION: COMMUNITY ROOM, FIRST AID NOTE: PAINT SOLID SURFACE TB-1 MANUFACTURER: DALTILE PRODUCT: PORCELAIN TILE WITH STEPWISE PATTERN: VOLUME 1.0 COLOR: STEREO GREY VL73 FINISH: MATTE EDGE: BULLNOSE P-43C9 SIZE: 3 X 12 GROUT: TBD LOCATION: LOBBY WINDOW SHADES WS-1 MANUFACTURER: HUNTER DOUGLAS ARCHITECTURAL PRODUCT: ROLLER SHADES SHEARWEAVE 7100 FABRIC: 0% OPENNESS FACTOR COLOR: WHITE / PLATINUM LOCATION: GENERAL NOTES SS-2 MANUFACTURER: SILESTONE PRODUCT: 3 CM SLAB SOLID SURFACE QUARTZ SERIES: ZEN COLOR: KENSHO POLISHED LOCATION: MEN & WOMEN T-4 MANUFACTURER: DALTILE PRODUCT: SUBWAY TILE PATTERN: COLOR: SIZE: 3" X 6" GROUT: TBD LOCATION: NOTE: CABINET PULLS P-1 MANUFACTURER: BENJAMIN MOORE COLOR: 1590 PAPER WHITE LOCATION: TYPICAL CORRIDOR & COMMON WALL COLOR FINISH: SEMI-GLOSS EPOXY P-4 MANUFACTURER: BENJAMIN MOORE COLOR: 2124-70 DISTANT GRAY LOCATION: MILLWORK, BASE, TRIM, DOOR FRAME FINISH: SEMI-GLOSS EPOXY P-5 MANUFACTURER: BENJAMIN MOORE COLOR: CEILING WHITE (KITCHEN & BATH PAINT) LOCATION: ALL CONCRETE, GWB CEILINGS AND SOFFITS/SOFFIT WALLS FINISH: EPOXY P-2 MANUFACTURER: BENJAMIN MOORE COLOR: 1590 PAPER WHITE (KITCHEN & BATH PAINT) LOCATION: WET AREAS FINISH: EGGSHELL EPOXY P-3 MANUFACTURER: BENJAMIN MOORE COLOR: 1590 PAPER WHITE LOCATION: UTILITARIAN AREAS FINISH: GLOSS EPOXY WOOD WD-1 MANUFACTURER: CEILINGS PRODUCT: COMMERCIAL WALL COLLECTION: WOODWORKS LINEAR SOLID WOOD PANELS COLOR: TBD FINISH: TBD ACOUSTICS: UP TO 0.60 NCR SIZE: 5" PLANK (OR LOCATION: COMMUNITY ROOM NOTE: SEE ELEVATIONS & RCP FOR ORIENTATION SS-1 MANUFACTURER: SILESTONE PRODUCT: 3 CM SLAB SOLID SURFACE QUARTZ SERIES: TBD COLOR: TBD LOCATION: CONTROLLER, COMMUNITY ROOM T-3 MANUFACTURER: DALTILE PRODUCT: PORCELAIN TILE WITH STEPWISE PATTERN: VOLUME 1.0 COLOR: SONIC WHITE VL75 FINISH: MATTE SIZE: 12 X 12 GROUT: TBD LOCATION: COMMUNITY ROOM NOTE: T-2 MANUFACTURER: DALTILE PRODUCT: PORCELAIN TILE WITH STEPWISE PATTERN: VOLUME 1.0 COLOR: STEREO GREY VL73 FINISH: MATTE SIZE: 6 X 6 GROUT: TBD LOCATION: RESTROOMS NOTE: CP-1 MANUFACTURER: MOCKETT PRODUCT: FLAT FACE RADIUSSED PULL PRODUCT DP109A & DP109B (5 13/16" & 7 3/32") FINISH: ALUMINUM LOCATION: ALL NOTE: MEETS ADA CONC-1 SEALED CONCRETE, SEE SPEC SECTION 03 35 15 CONCRETE FINISHING LOCATION: MECH. / ELEC. CONCRETE 1. TOILET PARTITIONS TO BE STAINLESS STEEL 2. EDGE PROFILE SURROUNDS FOR WALL TILE TO BE SATIN ANODIZED ALUMINUM AE80 EPOXY FLOOR E-1 MANUFACTURER: DUR-A-FLEX, INC. PRODUCT: EPOXY / POLYURETHANE HYBRID FLOOR SYSTEM SYSTEM: HYBRI-FLEX EQ, QII QUARTZ COLOR: TBD FINISH: TOPCOAT CLEAR LOCATION: CORRIDOR, LOCKERS NOTE: SELF-LEVELING E-3 MANUFACTURER: DUR-A-FLEX, INC. PRODUCT: EPOXY / POLYURETHANE HYBRID FLOOR SYSTEM SYSTEM: HYBRI-FLEX EQ, QII QUARTZ COLOR: TBD FINISH: TOPCOAT CLEAR LOCATION: SHOWERS NOTE: SELF-LEVELING E-4 MANUFACTURER: DUR-A-FLEX, INC. PRODUCT: EPOXY / POLYURETHANE HYBRID FLOOR SYSTEM SYSTEM: HYBRI-FLEX EQ, QII QUARTZ COLOR: TBD FINISH: TOPCOAT CLEAR LOCATION: WOMENS, FAMILY NOTE: SELF-LEVELING E-2 MANUFACTURER: DUR-A-FLEX, INC. PRODUCT: EPOXY / POLYURETHANE HYBRID FLOOR SYSTEM SYSTEM: HYBRI-FLEX EQ, QII QUARTZ COLOR: TBD FINISH: TOPCOAT CLEAR LOCATION: MENS, FAMILY NOTE: SELF-LEVELING TB-2 MANUFACTURER: DALTILE PRODUCT: PORCELAIN TILE WITH STEPWISE PATTERN: VOLUME 1.0 COLOR: STEREO GREY VL73 FINISH: MATTE EDGE: COVE BASE P-36C9T & COVE BASE OUTCORNER PC-36C9T SIZE: 6 X 12 & 1 X 6 GROUT: TBD LOCATION: TOILETS TB-3 MANUFACTURER: DALTILE PRODUCT: PORCELAIN TILE WITH STEPWISE PATTERN: VOLUME 1.0 COLOR: SONIC WHITE VL75 FINISH: MATTE EDGE: BULLNOSE P-43C9 SIZE: 3 X 12 GROUT: TBD LOCATION: COMMUNITY ROOM EPOXY BASE EB-3 MANUFACTURER: DUR-A-FLEX, INC. PRODUCT: 4" EPOXY / POLYURETHANE HYBRID COVE BASE SYSTEM: HYBRI-FLEX EQ, QII QUARTZ COLOR: TBD FINISH: TOPCOAT CLEAR LOCATION: SHOWERS NOTE: EB-4 MANUFACTURER: DUR-A-FLEX, INC. PRODUCT: 4" EPOXY / POLYURETHANE HYBRID COVE BASE SYSTEM: HYBRI-FLEX EQ, QII QUARTZ COLOR: TBD FINISH: TOPCOAT CLEAR LOCATION: WOMEN, FAMILY NOTE: EB-2 MANUFACTURER: DUR-A-FLEX, INC. PRODUCT: 4" EPOXY / POLYURETHANE HYBRID COVE BASE SYSTEM: HYBRI-FLEX EQ, QII QUARTZ COLOR: TBD FINISH: TOPCOAT CLEAR LOCATION: MENS, FAMILY NOTE: BUILT-IN ELEMENTS BENCH MANUFACTURER: TEAK WOOD PRODUCT: BUILT-IN BENCH COLOR: TBD LOCATION: LOBBY NOTE: LOCKERS MANUFACTURER: GLOBAL INDUSTRIAL PRODUCT: SOLID PLASTIC LOCKERS COLOR: TBD LOCATION: SEE DRAWINGS FOR LOCATIONS NOTE: EB-1 MANUFACTURER: DUR-A-FLEX, INC. PRODUCT: 4" EPOXY / POLYURETHANE HYBRID COVE BASE SYSTEM: HYBRI-FLEX EQ, QII QUARTZ COLOR: TBD FINISH: TOPCOAT CLEAR LOCATION: CORRIDOR, LOCKERS NOTE: ROOM FINISH SCHEDULE - SUPPORT BUILDING ROOM NAME FLOORS BASE WALLS ACCENT WALLS MILLWORK NOTES LIFEGUARD P-2 FIRST AID TOILET FILTRATION PL-1, SS-2, CP-1 CAB-1, SS-2, CP-1 NUMBER 130 131 132 133 134 CEILING P-5 STORAGE E-3 EB-3 E-3 EB-3 CONC-1 P-5 P-5 P-5 P-5 LOCKERS P-2 P-2 P-2 P-2 E-3 E-3 EB-3 EB-3 ARCHITECT PROJECT NAME CLIENT PROJECT TEAM REVISIONS DRAWING TITLE DRAWING INFORMATION DRAWING NUMBER Bargmann Hendrie + Archetype, Inc. 9 Channel Center Street Boston, MA 02210 [PHONE REDACTED] Tel Copyright BH+A, Inc. DATE OF ISSUE DESCRIPTION SCALE DRAWN BY PROJECT # FILE NAME 1 2 3 4 5 DATE +a bh 3374-Forest River.rvt As indicated C:\Local Revit\3374-Forest River Pool_Bathhouse_R20_ClaraCastro6.rvt 11/2/2020 3:27:26 PM A700 ROOM FINISH LEGEND AND SCHEDULE SZ 3374 October 30, 2020 90% Construction Documents Forest River Outdoor Recreation & Nature Center City of Salem 93 Washington Street Salem, MA 01970 Structures North 60 Washington Street, Salem MA 01970 [PHONE REDACTED] STRUCTURAL ENGINEER Norian Siani 43 Bradford Street, 3rd Floor Concord, MA 01742 [PHONE REDACTED] MEP/FP ENGINEER Hancock Associates 121 E. Berkeley Street, 4th Floor Boston, MA 02118 [PHONE REDACTED] CIVIL ENGINEER Kyle Zick Landscape Architecture 36 Bromfield Street, Suite 202 Boston, MA 02108 [PHONE REDACTED] LANDSCAPE SZ 32 Clifton Street Salem, MA 01970 HISTORIC CONSULTANT Epsilon Associates 3 Mill & Main Place, Suite 250 Maynard, MA 01754 [PHONE REDACTED] ROOM FINISH SCHEDULE - BATHHOUSE NUMBER ROOM NAME FLOORS BASE WALLS ACCENT WALLS CEILING MILLWORK NOTES BATHHOUSE FLOOR LEVEL 101 CORRIDOR T-1 TB-1 P-1 P-5 102 CONCESSION E-3 EB-1 P-2 ACT-1 103 STORAGE E-3 EB-1 P-2 ACT-1 104 CONTROLLER E-1 EB-1 P-1 ACT-1 SS-1 TICKET COUNTER 105 MECH/ELEC CONC-1 P-2 106 VESTIBULE T-1 TB-1 P-1 P-5 107 TOILET T-2 TB-2 P-2 P-5 108 TOILET T-2 TB-2 P-2 P-5 109 COMMUNITY ROOM T-3 TB-3 P-1 WD-1 WOOD CAB-1, SS-1, T-4, CP-1 110 STORAGE T-3 TB-3 P-1 P-5 111 CORRIDOR E-1 EB-1 P-1 P-5 112 LOBBY E-1, CUSTOM EB-1 P-2 P-5 INLAY CUSTOM LOGO, LOCKERS, BENCH 113 FAMILY E-4 EB-4 P-2 P-5 114 JANITOR E-1 EB-1 P-2 P-5 115 WOMEN E-4 EB-4 P-2 P-5 SS-2 116 SHOWERS E-3 EB-3 P-2 P-5 ROBE & BAG HOOKS, BENCH 117 FAMILY E-2 EB-2 P-2 P-5 118 VESTIBULE T-1 TB-1 P-1 P-5 119 MEN E-2 EB-2 P-2 P-5 SS-2 120 SHOWERS E-3 EB-3 P-2 P-5 ROBE & BAG HOOKS, BENCH 121 DATA E-1 EB-1 P-1 ACT-1 FLOOR 130 LIFEGUARD EPOXY PAINTED CMU 131 FIRST AID EPOXY PAINTED CMU 132 TOILET EPOXY PAINTED CMU 133 STORAGE CONCRETE PAINTED CMU 134 FILTRATION CONCRETE PAINTED CMU ---PAGE BREAK--- T-3 T-1 E-3 T-2 CONC-1 T-3 E-1 E-1 E-2 E-3 E-3 E-4 E-1 E-2 E-4 T-1 E-3 T-2 E-1 4' X 7' LOGO EQ EQ CUSTOM E-1 T-1 VESTIBULE 118 MECH/ELEC 105 JANITOR 114 VESTIBULE 106 TOILET 107 FAMILY 117 FAMILY 113 WOMEN 115 LOBBY 112 SHOWERS 120 CORRIDOR 111 MEN 119 CONCESSION 102 CONTROLLER 104 COMMUNITY ROOM 109 STORAGE 103 CORRIDOR 101 DATA 121 TOILET 108 ENTRY VESTIBULE STORAGE 110 SHOWERS 116 LEGEND T-2 T-3 T-1 ARCHITECT PROJECT NAME CLIENT PROJECT TEAM REVISIONS DRAWING TITLE DRAWING INFORMATION DRAWING NUMBER Bargmann Hendrie + Archetype, Inc. 9 Channel Center Street Boston, MA 02210 [PHONE REDACTED] Tel Copyright BH+A, Inc. DATE OF ISSUE DESCRIPTION SCALE DRAWN BY PROJECT # FILE NAME 1 2 3 4 5 DATE +a bh 3374-Forest River.rvt As indicated C:\Local Revit\3374-Forest River Pool_Bathhouse_R20_ClaraCastro6.rvt 11/2/2020 3:29:06 PM A701 FINISH FLOOR PLAN Author 3374 October 30, 2020 90% Construction Documents Forest River Outdoor Recreation & Nature Center City of Salem 93 Washington Street Salem, MA 01970 Structures North 60 Washington Street, Salem MA 01970 [PHONE REDACTED] STRUCTURAL ENGINEER Norian Siani 43 Bradford Street, 3rd Floor Concord, MA 01742 [PHONE REDACTED] MEP/FP ENGINEER Hancock Associates 121 E. Berkeley Street, 4th Floor Boston, MA 02118 [PHONE REDACTED] CIVIL ENGINEER Kyle Zick Landscape Architecture 36 Bromfield Street, Suite 202 Boston, MA 02108 [PHONE REDACTED] LANDSCAPE Author 32 Clifton Street Salem, MA 01970 HISTORIC CONSULTANT Epsilon Associates 3 Mill & Main Place, Suite 250 Maynard, MA 01754 [PHONE REDACTED] 0' 4' 8' 2' N PROJECT NORTH ---PAGE BREAK--- UP 17.60 17.60 17.44 17.60 17.60 17.60 17.60 17.60 17.60 17.36 17.60 17.60 17.60 17.60 17.60 17.60 17.36 RIM 17.36 RIM 17.36 RIM 17.36 RIM 17.36 RIM 17.52 RIM 17.36 / 1 A801 / 1 A801 REFER REFER 2 A800 3 A800 4 A800 3 A800 3 A800 3 A800 3 A800 3 A800 3 A800 3 A800 3 A800 3 A800 3 A800 3 A800 3 A800 3 A800 3 A800 3 A800 TYPICAL CONTROL JOINT (TYPICAL) MAIN POOL SUPPORT BUILDING RIM 17.52 4 A800 RAMP DOWN 1 A806 2 A806 3 A806 1 A807 2 A807 3 A807 4 A807 1 A808 3 A808 4 A808 TOOL CONTROL JOINT AT LOCATION SHOWN ON DRAWINGS 1" 3/8" BROOM FINISH 3/8" 1' - 0" 1' - 0" SEALANT WITH BACKER ROD #6 SMOOTH REBAR, 2'-0" LONG, 1'-6" O.C. EXPANSION SLEEVE, WAX TO PREVENT BONDING PREMOLDED EXPANSION JOINT, CUT BACK AS NECESSARY AFTER POUR GRAVEL FILL 4" CONCRETE POOL DECK, SLOPED TO DRAIN HAUNCH EDGE OF DECK WELDED WIRE FABRIC SEALANT AND PREMOLDED EXPANSION JOINT, BOTH SIDES OF DRAIN PVC DECK DRAIN ARCHITECT PROJECT NAME CLIENT PROJECT TEAM REVISIONS DRAWING TITLE DRAWING INFORMATION DRAWING NUMBER Bargmann Hendrie + Archetype, Inc. 9 Channel Center Street Boston, MA 02210 [PHONE REDACTED] Tel Copyright BH+A, Inc. DATE OF ISSUE DESCRIPTION SCALE DRAWN BY PROJECT # FILE NAME 1 2 3 4 5 DATE +a bh 3374-Forest River.rvt As indicated C:\Local Revit\3374-Forest River Pool_Site Model_R20_ClaraCastro6.rvt 11/2/2020 1:13:55 PM A800 POOL DECK PLAN JS 3374 October 30, 2020 90% Construction Documents Forest River Outdoor Recreation & Nature Center City of Salem 93 Washington Street Salem, MA 01970 Structures North 60 Washington Street, Salem MA 01970 [PHONE REDACTED] STRUCTURAL ENGINEER Norian Siani 43 Bradford Street, 3rd Floor Concord, MA 01742 [PHONE REDACTED] MEP/FP ENGINEER Hancock Associates 121 E. Berkeley Street, 4th Floor Boston, MA 02118 [PHONE REDACTED] CIVIL ENGINEER Kyle Zick Landscape Architecture 36 Bromfield Street, Suite 202 Boston, MA 02108 [PHONE REDACTED] LANDSCAPE JS 32 Clifton Street Salem, MA 01970 HISTORIC CONSULTANT Epsilon Associates 3 Mill & Main Place, Suite 250 Maynard, MA 01754 [PHONE REDACTED] 1/8" = 1'-0" 1 POOL DECK PLAN 3" = 1'-0" 2 POOL DECK CONTROL JOINT 1 1/2" = 1'-0" 3 EXPANSION JOINT 1" = 1'-0" 4 TRENCH DRAIN 0' 8' 16' 4' N PROJECT NORTH ---PAGE BREAK--- UP 18.79 18.8 17.2 18.39 17.2 17.2 17.2 17.2 18.79 17.5 17.5 17.60 17.60 17.60 17.60 17.60 18.59 17.64 17.5 17.60 17.60 17.60 17.60 17.60 17.60 17.60 17.60 17.5 17.60 17.60 17.60 17.60 RIM 17.2 RIM 17.52 RIM 17.48 RIM 17.48 RIM 17.48 RIM 17.28 / 1 A800 REFER / 1 A800 REFER 2 A800 3 A800 3 A800 3 A800 3 A800 3 A800 3 A800 3 A800 3 A800 3 A800 3 A800 3 A800 3 A800 3 A800 4 A800 CONTROL JOINT (TYPICAL) BATHHOUSE WADING POOL RAMP DOWN ARCHITECT PROJECT NAME CLIENT PROJECT TEAM REVISIONS DRAWING TITLE DRAWING INFORMATION DRAWING NUMBER Bargmann Hendrie + Archetype, Inc. 9 Channel Center Street Boston, MA 02210 [PHONE REDACTED] Tel Copyright BH+A, Inc. DATE OF ISSUE DESCRIPTION SCALE DRAWN BY PROJECT # FILE NAME 1 2 3 4 5 DATE +a bh 3374-Forest River.rvt 1/8" = 1'-0" C:\Local Revit\3374-Forest River Pool_Site Model_R20_ClaraCastro6.rvt 11/2/2020 1:15:56 PM A801 POOL DECK PLAN JS 3374 October 30, 2020 90% Construction Documents Forest River Outdoor Recreation & Nature Center City of Salem 93 Washington Street Salem, MA 01970 Structures North 60 Washington Street, Salem MA 01970 [PHONE REDACTED] STRUCTURAL ENGINEER Norian Siani 43 Bradford Street, 3rd Floor Concord, MA 01742 [PHONE REDACTED] MEP/FP ENGINEER Hancock Associates 121 E. Berkeley Street, 4th Floor Boston, MA 02118 [PHONE REDACTED] CIVIL ENGINEER Kyle Zick Landscape Architecture 36 Bromfield Street, Suite 202 Boston, MA 02108 [PHONE REDACTED] LANDSCAPE JS 32 Clifton Street Salem, MA 01970 HISTORIC CONSULTANT Epsilon Associates 3 Mill & Main Place, Suite 250 Maynard, MA 01754 [PHONE REDACTED] 1/8" = 1'-0" 1 POOL DECK PLAN 0' 8' 16' 4' N PROJECT NORTH ---PAGE BREAK--- 2 A804 1 A804 3 A804 31' - 0" 53' - 0" 1' - 6" 7' - 0" 7' - 0" 7' - 0" 7' - 0" FACE OF GUTTER 39' - 1" FACE OF GUTTER 12' - 0" FACE OF GUTTER 24' - 0" FACE OF GUTTER 34' - 0" 15' - 0" 15' - 0" FACE OF GUTTER 75' - 1" 65' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 1' - 0" 6' - 0" FACE OF GUTTER 75' - 1" FACE OF GUTTER 8' - 0" FACE OF GUTTER 6' - 0" 6' - 0" 30' - 0" 5' - 0" 1' - 0" 1' - 0" 1' - 0" 1' - 0" 5' - 0" 7' - 0" 7' - 0" 7' - 0" 1' - 6" FACE OF GUTTER 46' - 0" 12' - 0" 7' - 0" 13.1 - 12.1 - 9.1 - 9.1 - 9.6 - 9.6 - 9.1 - - 9.1 12.1 - - 12.6 9.1 - 14.1 - 13.6 - 13.27 - 15.1 - 15.6 - 16.1 - 17.1 - 17.6 17.6 17.1 - RAMP DOWN 17.6 13.6 - 13.6 - 14.1 - 14.6 - 15.1 - 17.1 15.1 - 4" CLEAR 4' - 0" 16.6 - DN F G D B C B D C A J 1' - 6" 1' - 6" H A H F 13.3.3 13.3.2 13.1 13.1.A 13.1 13.1.A 13.10 13.10 13.10 13.6 2' - 0" 13.9 13.9 13.9 13.9 13.1 13.1.A 7' - 0" 13.5 13.9 13.9 13.9 13.10 13.10 13.10 13.7 13.3.1 13.3.1 13.8 13.8 RACING LANE FLOATS 13.1 13.1.A 13.4 4' - 0" 4' - 0" 4' - 0" 13.1 13.1.A 13.3.1 4' - 0" Keyed Notes 13.0 Pool Structure 13.1 Stainless Steel Gutter Assembly 13.1A Formed in Place Gutter Assembly (Contractor’s Option) 13.2 Shotcrete pool structure with plaster finish 13.3.1 Plaster Pool Finish Type 1 13.3.2 Plaster Pool Finish Type 2 13.3.3 Plaster Pool Finish Type 3 13.4 Tile Racing Line/End Wall Graphics 13.5 Tile Transition Strip- Color white 13.6 4 inch tile nosing ½ inch back from face of riser 13.7 Tile “Breakover” line- Red 13.8 Main Drains 13.9 Safety Float Anchors Integral to Gutter Assembly 13.10 Racing line Float Anchors Integral to Gutter Assembly 13.11 Rigid Insulation 30.1 Crushed Stone 30.2 Geotextile 30.3 Gravel Fill 30.4 General Fill Pool Equipment Schedule A Life Guard Chair B Pool Ladder 5 Step C Pool Ladder 4 Step D Pool Ladder 3 Step E Pool Ladder 2 Step F Custom Ramp Rails and Deck Guard G Custom Guard Rail H Stair Handrail I not used J Accessible Lift ARCHITECT PROJECT NAME CLIENT PROJECT TEAM REVISIONS DRAWING TITLE DRAWING INFORMATION DRAWING NUMBER Bargmann Hendrie + Archetype, Inc. 9 Channel Center Street Boston, MA 02210 [PHONE REDACTED] Tel Copyright BH+A, Inc. DATE OF ISSUE DESCRIPTION SCALE DRAWN BY PROJECT # FILE NAME 1 2 3 4 5 DATE +a bh 3374-Forest River.rvt 1/4" = 1'-0" C:\Local Revit\3374-Forest River Pool_Site Model_R20_ClaraCastro6.rvt 11/2/2020 1:16:44 PM A802 LAP POOL PLAN CC 3374 October 30, 2020 90% Construction Documents Forest River Outdoor Recreation & Nature Center City of Salem 93 Washington Street Salem, MA 01970 Structures North 60 Washington Street, Salem MA 01970 [PHONE REDACTED] STRUCTURAL ENGINEER Norian Siani 43 Bradford Street, 3rd Floor Concord, MA 01742 [PHONE REDACTED] MEP/FP ENGINEER Hancock Associates 121 E. Berkeley Street, 4th Floor Boston, MA 02118 [PHONE REDACTED] CIVIL ENGINEER Kyle Zick Landscape Architecture 36 Bromfield Street, Suite 202 Boston, MA 02108 [PHONE REDACTED] LANDSCAPE CC 32 Clifton Street Salem, MA 01970 HISTORIC CONSULTANT Epsilon Associates 3 Mill & Main Place, Suite 250 Maynard, MA 01754 [PHONE REDACTED] 1/4" = 1'-0" 1 LAP POOL PLAN N PROJECT NORTH ---PAGE BREAK--- 15.6 - 15.1 - 14.6 - 16.1 - 16.6 - 17.1 - 14.6 - 14.6 - 15.1 - RAMP DOWN DN 14.6 - 14.6 - EQ. 4' - 0" 4' - 0" 2' - 0" 2' - 0" 6'-0" 6'-0" 6'-0" FACE OF GUTTER 33' - 6" FACE OF GUTTER 33' - 6" 8' - 0" 5' - 0" 2' - 0" E 5' - 0" 13.1 13.1.A 13.1 13.1.A 13.1 13.1.A 13.9 13.9 E 13.5 13.3.1 14.1 TYP OF 4 - 13.8 6' - 10" 13.3.2 13.3.3 F 15.1 - H H F 6' - 0" FORMED IN STRAIGHT SEGMENTS STAINLESS STEEL GUTIER 73' - ARC ACTUATOR 4' - 0" 4" WATER FEATURE, SEE DETAIL 5/A807 WATER FEATURE, SEE DETAIL 6/A807 56' - 9" 13' - 10" LAYOUT POINT LAYOUT POINT 71' - 0" LAYOUT POINT 17' - 0" LAYOUT POINT EQ EQ 6' - 0" EQ EQ 1' - 9" 1' - 0" 1' - 0" Keyed Notes 13.0 Pool Structure 13.1 Stainless Steel Gutter Assembly 13.1A Formed in Place Gutter Assembly (Contractor’s Option) 13.2 Shotcrete pool structure with plaster finish 13.3.1 Plaster Pool Finish Type 1 13.3.2 Plaster Pool Finish Type 2 13.3.3 Plaster Pool Finish Type 3 13.4 Tile Racing Line/End Wall Graphics 13.5 Tile Transition Strip- Color white 13.6 4 inch tile nosing ½ inch back from face of riser 13.7 Tile “Breakover” line- Red 13.8 Main Drains 13.9 Safety Float Anchors Integral to Gutter Assembly 13.10 Racing line Float Anchors Integral to Gutter Assembly 13.11 Rigid Insulation 30.1 Crushed Stone 30.2 Geotextile 30.3 Gravel Fill 30.4 General Fill Pool Equipment Schedule A Life Guard Chair B Pool Ladder 5 Step C Pool Ladder 4 Step D Pool Ladder 3 Step E Pool Ladder 2 Step F Custom Ramp Rails and Deck Guard G Custom Guard Rail H Stair Handrail I not used J Accessible Lift ARCHITECT PROJECT NAME CLIENT PROJECT TEAM REVISIONS DRAWING TITLE DRAWING INFORMATION DRAWING NUMBER Bargmann Hendrie + Archetype, Inc. 9 Channel Center Street Boston, MA 02210 [PHONE REDACTED] Tel Copyright BH+A, Inc. DATE OF ISSUE DESCRIPTION SCALE DRAWN BY PROJECT # FILE NAME 1 2 3 4 5 DATE +a bh 3374-Forest River.rvt 1/4" = 1'-0" C:\Local Revit\3374-Forest River Pool_Site Model_R20_ClaraCastro6.rvt 11/2/2020 1:17:45 PM A803 WADING POOL PLAN CC 3374 October 30, 2020 90% Construction Documents Forest River Outdoor Recreation & Nature Center City of Salem 93 Washington Street Salem, MA 01970 Structures North 60 Washington Street, Salem MA 01970 [PHONE REDACTED] STRUCTURAL ENGINEER Norian Siani 43 Bradford Street, 3rd Floor Concord, MA 01742 [PHONE REDACTED] MEP/FP ENGINEER Hancock Associates 121 E. Berkeley Street, 4th Floor Boston, MA 02118 [PHONE REDACTED] CIVIL ENGINEER Kyle Zick Landscape Architecture 36 Bromfield Street, Suite 202 Boston, MA 02108 [PHONE REDACTED] LANDSCAPE CC 32 Clifton Street Salem, MA 01970 HISTORIC CONSULTANT Epsilon Associates 3 Mill & Main Place, Suite 250 Maynard, MA 01754 [PHONE REDACTED] 1/4" = 1'-0" 1 WADING POOL 0' 4' 8' 2' N PROJECT NORTH ---PAGE BREAK--- 13.4 13.4 13.3.1 13.3.1 13.8 MIN 1' - 0" MIN 1' - 0" 13.10 TYP OF 5 13.1 13.1.A B C 13.7 13.9 MINIMUM 3' - 0" MINIMUM 3' - 0" 30.1 30.2 A807 4 13.1 A806 2 30.1 30.2 30.1 30.2 30.3 30.1 30.2 30.3 30.4 A807 3 13.0 13.0 A808 2 A804 4 13.1 13.4 13.4 13.3.1 13.1.A 13.3.2 13.9 13.5 30.1 30.2 30.3 30.4 30.4 30.1 30.2 30.11 MIN 1' - 0" MIN 1' - 0" 30.1 30.2 13.6 13.0 30.1 30.2 30.3 30.4 30.1 30.2 13.3.1 13.3.2 30.1 30.2 30.3 13.1 13.1.A 13.9 13.9 DEEP END OF POOL MAIN DRAINS BEYOND 30.1 30.2 A806 2 A806 3 30.4 13.0 13.0 13.0 2 1 3 3 1 2 CRUSHED STONE RIGID INSULATION POOL DECK SLAB 1/2" PLASTER FINISH WELL COMPACTED FILL Keyed Notes 13.0 Pool Structure 13.1 Stainless Steel Gutter Assembly 13.1A Formed in Place Gutter Assembly (Contractor’s Option) 13.2 Shotcrete pool structure with plaster finish 13.3.1 Plaster Pool Finish Type 1 13.3.2 Plaster Pool Finish Type 2 13.3.3 Plaster Pool Finish Type 3 13.4 Tile Racing Line/End Wall Graphics 13.5 Tile Transition Strip- Color white 13.6 4 inch tile nosing ½ inch back from face of riser 13.7 Tile “Breakover” line- Red 13.8 Main Drains 13.9 Safety Float Anchors Integral to Gutter Assembly 13.10 Racing line Float Anchors Integral to Gutter Assembly 13.11 Rigid Insulation 30.1 Crushed Stone 30.2 Geotextile 30.3 Gravel Fill 30.4 General Fill Pool Equipment Schedule A Life Guard Chair B Pool Ladder 5 Step C Pool Ladder 4 Step D Pool Ladder 3 Step E Pool Ladder 2 Step F Custom Ramp Rails and Deck Guard G Custom Guard Rail H Stair Handrail I not used J Accessible Lift ARCHITECT PROJECT NAME CLIENT PROJECT TEAM REVISIONS DRAWING TITLE DRAWING INFORMATION DRAWING NUMBER Bargmann Hendrie + Archetype, Inc. 9 Channel Center Street Boston, MA 02210 [PHONE REDACTED] Tel Copyright BH+A, Inc. DATE OF ISSUE DESCRIPTION SCALE DRAWN BY PROJECT # FILE NAME 1 2 3 4 5 DATE +a bh 3374-Forest River.rvt As indicated C:\Local Revit\3374-Forest River Pool_Site Model_R20_ClaraCastro6.rvt 11/2/2020 1:18:26 PM A804 LAP POOL SECTIONS CC 3374 October 30, 2020 90% Construction Documents Forest River Outdoor Recreation & Nature Center City of Salem 93 Washington Street Salem, MA 01970 Structures North 60 Washington Street, Salem MA 01970 [PHONE REDACTED] STRUCTURAL ENGINEER Norian Siani 43 Bradford Street, 3rd Floor Concord, MA 01742 [PHONE REDACTED] MEP/FP ENGINEER Hancock Associates 121 E. Berkeley Street, 4th Floor Boston, MA 02118 [PHONE REDACTED] CIVIL ENGINEER Kyle Zick Landscape Architecture 36 Bromfield Street, Suite 202 Boston, MA 02108 [PHONE REDACTED] LANDSCAPE CC 32 Clifton Street Salem, MA 01970 HISTORIC CONSULTANT Epsilon Associates 3 Mill & Main Place, Suite 250 Maynard, MA 01754 [PHONE REDACTED] 1/4" = 1'-0" 1 POOL SECTION 1 1/4" = 1'-0" 2 POOL SECTION 2 1/4" = 1'-0" 3 POOL SECTION 3 1/2" = 1'-0" 4 ZERO-DEPTH ENTRY SECTION ---PAGE BREAK--- E 13.1 13.1.A 13.9 13.5 13.3.1 13.3.2 A804 4 A806 3 30.4 30.1 30.2 30.11 13.0 MIN 1' - 0" MIN 1' - 0" MINIMUM 3' - 0" 30.4 30.1 30.2 30.3 4 4 Keyed Notes 13.0 Pool Structure 13.1 Stainless Steel Gutter Assembly 13.1A Formed in Place Gutter Assembly (Contractor’s Option) 13.2 Shotcrete pool structure with plaster finish 13.3.1 Plaster Pool Finish Type 1 13.3.2 Plaster Pool Finish Type 2 13.3.3 Plaster Pool Finish Type 3 13.4 Tile Racing Line/End Wall Graphics 13.5 Tile Transition Strip- Color white 13.6 4 inch tile nosing ½ inch back from face of riser 13.7 Tile “Breakover” line- Red 13.8 Main Drains 13.9 Safety Float Anchors Integral to Gutter Assembly 13.10 Racing line Float Anchors Integral to Gutter Assembly 13.11 Rigid Insulation 30.1 Crushed Stone 30.2 Geotextile 30.3 Gravel Fill 30.4 General Fill Pool Equipment Schedule A Life Guard Chair B Pool Ladder 5 Step C Pool Ladder 4 Step D Pool Ladder 3 Step E Pool Ladder 2 Step F Custom Ramp Rails and Deck Guard G Custom Guard Rail H Stair Handrail I not used J Accessible Lift ARCHITECT PROJECT NAME CLIENT PROJECT TEAM REVISIONS DRAWING TITLE DRAWING INFORMATION DRAWING NUMBER Bargmann Hendrie + Archetype, Inc. 9 Channel Center Street Boston, MA 02210 [PHONE REDACTED] Tel Copyright BH+A, Inc. DATE OF ISSUE DESCRIPTION SCALE DRAWN BY PROJECT # FILE NAME 1 2 3 4 5 DATE +a bh 3374-Forest River.rvt As indicated C:\Local Revit\3374-Forest River Pool_Site Model_R20_ClaraCastro6.rvt 11/2/2020 1:19:11 PM A805 WADING POOL SECTION CC 3374 October 30, 2020 90% Construction Documents Forest River Outdoor Recreation & Nature Center City of Salem 93 Washington Street Salem, MA 01970 Structures North 60 Washington Street, Salem MA 01970 [PHONE REDACTED] STRUCTURAL ENGINEER Norian Siani 43 Bradford Street, 3rd Floor Concord, MA 01742 [PHONE REDACTED] MEP/FP ENGINEER Hancock Associates 121 E. Berkeley Street, 4th Floor Boston, MA 02118 [PHONE REDACTED] CIVIL ENGINEER Kyle Zick Landscape Architecture 36 Bromfield Street, Suite 202 Boston, MA 02108 [PHONE REDACTED] LANDSCAPE CC 32 Clifton Street Salem, MA 01970 HISTORIC CONSULTANT Epsilon Associates 3 Mill & Main Place, Suite 250 Maynard, MA 01754 [PHONE REDACTED] 1/4" = 1'-0" 1 WADING POOL SECTION 1 ---PAGE BREAK--- ROPE ANCHOR AGGREGATE FINISH, SURFACE FLUSH WITH TILE SHOTCRETE POOL SHELL 1' - 1" 10 1/2" 8" DECK LEVEL GRAPHIC FLUSH MOUNTED GRATING AT GUTTER FINGERHOLD EDGE TILE EL. SEE POOL DECK PLAN OPERATING LEVEL EL. SEE POOL DECK PLAN DECK LEVEL 6" EDGE FORMED CONCRETE SEALANT BOND BREAKER 30 # FELT 1' - 10" 45.00° 7 1/2" 1'-0" THICK MINIMUM SHOTCRETE WALL WITH PAINTED FINISH T.O. STONE ALIGNS WITH POOL FLOOR SURFACE GEOTEXTILE FABRIC CRUSHED STONE WALL TYPICAL 3' - 0" BEYOND MINIMUM 1' - 0" 1'-0" THICK MINIMUM SHOTCRETE POOL FLOOR GRAVEL FILL 4" 4" 1' - 0" 1/2" PLASTER FINISH MINIMUM 1' - 0" 1/2" 1/2" SEALANT WATER STOP SEE SPECIFIC GUTTER DETAILS FOR ADDITIONAL GUTTER EDGE CONDITIONS # 4 BARS @ 12" O.C. EACH WAY AT POOL WALLS LESS THAN 5 FEET DEPTH REINFORCING SHOWN IS MINIMUM REQUIRED, CONTRACTOR RESPONSIBLE FOR FINAL ENGINEERING 7" 1' - 10" 45.98° MINIMUM 2 3/4'' COVER 8" 8" THICK MINIMUM SHOTCRETE WALL WITH PAINTED FINISH RADIUS VARIES WALL TYPICAL 3' - 0" BEYOND T.O. STONE ALIGNS WITH POOL FLOOR SURFACE GEOTEXTILE FABRIC MINIMUM 1' - 0" CRUSHED STONE MINIMUM 8" 8" THICK MINIMUM SHOTCRETE POOL FLOOR GRAVEL FILL 1/2" 1/2" 1/2" PLASTER FINISH 4" SEALANT WATER STOP ARCHITECT PROJECT NAME CLIENT PROJECT TEAM REVISIONS DRAWING TITLE DRAWING INFORMATION DRAWING NUMBER Bargmann Hendrie + Archetype, Inc. 9 Channel Center Street Boston, MA 02210 [PHONE REDACTED] Tel Copyright BH+A, Inc. DATE OF ISSUE DESCRIPTION SCALE DRAWN BY PROJECT # FILE NAME 1 2 3 4 5 DATE +a bh 3374-Forest River.rvt 1 1/2" = 1'-0" C:\Local Revit\3374-Forest River Pool_Site Model_R20_ClaraCastro6.rvt 11/2/2020 1:20:20 PM A806 POOL DETAILS JS 3374 October 30, 2020 90% Construction Documents Forest River Outdoor Recreation & Nature Center City of Salem 93 Washington Street Salem, MA 01970 Structures North 60 Washington Street, Salem MA 01970 [PHONE REDACTED] STRUCTURAL ENGINEER Norian Siani 43 Bradford Street, 3rd Floor Concord, MA 01742 [PHONE REDACTED] MEP/FP ENGINEER Hancock Associates 121 E. Berkeley Street, 4th Floor Boston, MA 02118 [PHONE REDACTED] CIVIL ENGINEER Kyle Zick Landscape Architecture 36 Bromfield Street, Suite 202 Boston, MA 02108 [PHONE REDACTED] LANDSCAPE JS 32 Clifton Street Salem, MA 01970 HISTORIC CONSULTANT Epsilon Associates 3 Mill & Main Place, Suite 250 Maynard, MA 01754 [PHONE REDACTED] 1 1/2" = 1'-0" 1 TYPICAL FORMED GUTTER DETAIL OPTION 1 1/2" = 1'-0" 2 TYPICAL POOL WALL AT AREAS DEEPER THAN 1 1/2" = 1'-0" 3 TYPICAL POOL WALL AT AREAS LESS THAN ---PAGE BREAK--- 1' - 0" 6" 1' - 6" CONVERTER BLOCKOUT EXTENT OF GUTTER BLOCKOUT BEYOND STAINLESS STEEL DRAIN CONVERTER 1" STAINLESS STEEL SUPPORT ANGLE, BOTH SIDES OF CONVERTER EXTENT OF GUTTER BLOCKOUT BEYOND 1' - 0" 6" 1' - 6" CONVERTER BLOCKOUT STAINLESS STEEL SUPPLY CONVERTER 1" STAINLESS STEEL SUPPORT ANGLE, BOTH SIDES OF CONVERTER SUPPLY TUBE STAINLESS STEEL STIFFENER CHANNEL ACCESSORY ANCHOR FIBERGLASS T-BAR GRATING WITH S.S. HARDWARE NON-SHRINK GROUT LEVELING ANCHORS PAINTED GUNITE POOL WALL SEMI-RECESSED STAINLESS STEEL GUTTER SUPPLY TUBE 4" CONCRETE SLAB ON GRADE WITH WELDED WIRE FABRIC WATER LEVEL DECK GRAPHIC TILE 8" 8 1/4" 2" 1' - 0" 6" SEALANT WATER STOP HYDROSTATIC RELIEF VALVE, 2" N.P.T. 2" SLIP CONNECTION COLLECTOR TUBES FIBERGLASS MAIN DRAIN COVER FINISH POOL SURFACE 2" N.P.T. PLUG OUTLET TO SURGE TANK GRAVEL FILL 6" MIN. CONCRETE HAUNCH, SIZE PER POOL STRUCTURAL REQUIREMENTS 'NO LEAK' FLANGE FIBERGLASS SUMP 1/2" RISERS TO BE CUT FLUSH WITH CONCRETE TYPICAL 8 1/2" 2" WATER SUPPLY OR AS REQUIRED CONCRETE POOL SHELL 4" 4" 4" THICKEN CONCRETE NOTES: 1. FLOW = 63 GPM, HEAD = 7'-0" 2. DO NOT EXCEED A FLOW RATE OF 63 GPM AS THIS RESULTS IN A WATER VELOCITY GREATER THAN 15 FPS. 3. VALVE MUST BE INSTALLED ON SUPPLY LINE TO REGULATE FLOW. 4. HEAD REQUIRED AT BASE OF FEATURE PER MANUFACTURER CONCRETE POOL SHELL 2" WATER SUPPLY OR AS REQUIRED JET BODY SLIDES INTO 3.5" BODY WATER JET TO BE LEVEL WITH SURROUNDING CONCRETE TAMPER RESISTANT COVER WITH ANGLE SPRAY OUTLETS TOP VIEW WATER OUTLETS NOTES: 1. FLOW=14 GPM, HEAD=3'-0" 2. DO NOT EXCEED A FLOW RATE OF 14 GPM AS THIS RESULTS IN A WATER VELOCITY GREATER THAN 15 FPS. 3. VALVE MUST BE INSTALLED ON SUPPLY LINE TO REGULATE FLOW. 4. HEAD REQUIRED AT BASE OF FEATURE PER MANUFACTURER 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 8' - 0" 3' - 0" 3' - 0" 3' - 0" MAIN POOL WADING POOL OUTSIDE FACE OF POOL STRUCTURE LOCATION OF GROUNDWATER WELL-HEAD OUTSIDE FACE OF POOL STRUCTURE INDICATES LIMIT BEYOND EDGE OF POOL STRUCTURE TO WHICH LAYER OF CRUSHED STONE EXTENDS EXTENT OF RIGID INSULATION 3' - 0" LOCATION OF GROUNDWATER WELL-HEAD 3' - 0" ARCHITECT PROJECT NAME CLIENT PROJECT TEAM REVISIONS DRAWING TITLE DRAWING INFORMATION DRAWING NUMBER Bargmann Hendrie + Archetype, Inc. 9 Channel Center Street Boston, MA 02210 [PHONE REDACTED] Tel Copyright BH+A, Inc. DATE OF ISSUE DESCRIPTION SCALE DRAWN BY PROJECT # FILE NAME 1 2 3 4 5 DATE +a bh 3374-Forest River.rvt As indicated C:\Local Revit\3374-Forest River Pool_Site Model_R20_ClaraCastro6.rvt 11/2/2020 1:20:52 PM A807 POOL DETAILS JS 3374 October 30, 2020 90% Construction Documents Forest River Outdoor Recreation & Nature Center City of Salem 93 Washington Street Salem, MA 01970 Structures North 60 Washington Street, Salem MA 01970 [PHONE REDACTED] STRUCTURAL ENGINEER Norian Siani 43 Bradford Street, 3rd Floor Concord, MA 01742 [PHONE REDACTED] MEP/FP ENGINEER Hancock Associates 121 E. Berkeley Street, 4th Floor Boston, MA 02118 [PHONE REDACTED] CIVIL ENGINEER Kyle Zick Landscape Architecture 36 Bromfield Street, Suite 202 Boston, MA 02108 [PHONE REDACTED] LANDSCAPE JS 32 Clifton Street Salem, MA 01970 HISTORIC CONSULTANT Epsilon Associates 3 Mill & Main Place, Suite 250 Maynard, MA 01754 [PHONE REDACTED] 1 1/2" = 1'-0" 1 GUTTER AT DRAIN CONVERTER 1 1/2" = 1'-0" 2 GUTTER AT SUPPLY CONVERTER 1 1/2" = 1'-0" 3 TYPICAL GUTTER DETAIL 1 1/2" = 1'-0" 4 TYPICAL MAIN DRAIN DETAIL 1" = 1'-0" 5 WATER FEATURE #2 DETAIL 1" = 1'-0" 6 WATER FEATURE #1 DETAIL 1/16" = 1'-0" 7 CRUSHED STONE LIMIT DIAGRAM ---PAGE BREAK--- FACE OF GUTTER 1' - 1 3/4" LIFEGUARD CHAIR FOUNDATION PAD WITH #4 REBAR @ 12"O.C. COORDINATE WITH MANUFACTURER 2' - 10" 3" MINIMUM REMOVABLE KEY WRENCH ACCESS HATCH COVERING PLATE COVER FRAME CAST IN PLACE ANCHOR LADDER ASSEMBLY CONCRETE POOL DECK SURGE TANK WALL CRUSHED STONE STAINLESS STEEL HANDRAIL 1"/12" SLOPE RIGID INSULATION MIN 1' - 0" MIN 1' - 0" WELL COMPACTED FILL 3'-0" TOP OF HANDRAIL CRUSHED STONE FULLY RECESSED STAINLESS STEEL GUTTER 1/2'' PLASTER FINISH SEALANT SEALANT GROUT STAINLESS STEEL LEVELING ANGLE WITH STAINLESS STEEL LEVELING ROD & ZINC PLATED EXPANSION ANCHOR 1/2" RIGID INSULATION WATERSTOP SENSING LINE 1 1/2" SCHEDULE 40 PVC PIPE DRAIN COVER 1' - 2" WATER LEVEL CONTROLLER 3/4" NON METALLIC CONDUIT TO CONTROL PANEL HANDHOLE WITH LOCKABLE COVER 1' - 4" 2" PVC REDUCER BUSHING STATIC WATER LEVEL 8" 1' - 6" 1 7/8" FIBERGLASS GRATING WATERSTOP 8" SCHEDULE 80 PVC PIPE 3' - 9" 8" OVERFLOW LINE TO DRYWELL SEALANT POOL DECK 1' - 4 7/8" 4" THICK POURED IN PLACE CONCRETE WITH 6X6 / 10 GAGE WOVEN WIRE MESH CENTERED. WATERSTOP 8" SCHEDULE 80 PVC PIPE 8" EQUALIZER LINE FROM SURGE PIT CHAMBER. FLOW FLOW 2' - 4" MINIMUM 1' - 0" TYP. 11 1/2" 7R AT 6.85" EA = 4'-0" TOP OF HANDRAIL 3' - 0" 1' - 0" 1:12 SLOPE STAINLESS STEEL HANDRAIL POOL DECK SLAB 1/2" PLASTER FINISH ARCHITECT PROJECT NAME CLIENT PROJECT TEAM REVISIONS DRAWING TITLE DRAWING INFORMATION DRAWING NUMBER Bargmann Hendrie + Archetype, Inc. 9 Channel Center Street Boston, MA 02210 [PHONE REDACTED] Tel Copyright BH+A, Inc. DATE OF ISSUE DESCRIPTION SCALE DRAWN BY PROJECT # FILE NAME 1 2 3 4 5 DATE +a bh 3374-Forest River.rvt As indicated C:\Local Revit\3374-Forest River Pool_Site Model_R20_ClaraCastro6.rvt 11/2/2020 1:21:36 PM A808 POOL SECTION AND DETAILS CC/JS 3374 October 30, 2020 90% Construction Documents Forest River Outdoor Recreation & Nature Center City of Salem 93 Washington Street Salem, MA 01970 Structures North 60 Washington Street, Salem MA 01970 [PHONE REDACTED] STRUCTURAL ENGINEER Norian Siani 43 Bradford Street, 3rd Floor Concord, MA 01742 [PHONE REDACTED] MEP/FP ENGINEER Hancock Associates 121 E. Berkeley Street, 4th Floor Boston, MA 02118 [PHONE REDACTED] CIVIL ENGINEER Kyle Zick Landscape Architecture 36 Bromfield Street, Suite 202 Boston, MA 02108 [PHONE REDACTED] LANDSCAPE CC/JS 32 Clifton Street Salem, MA 01970 HISTORIC CONSULTANT Epsilon Associates 3 Mill & Main Place, Suite 250 Maynard, MA 01754 [PHONE REDACTED] 1/2" = 1'-0" 1 LIFE GUARD CHAIR TOWER 1" = 1'-0" 3 DECK HATCH 1/2" = 1'-0" 4 MAIN POOL RAMP SECTION 1 1/2" = 1'-0" 5 ZERO-DEPTH ENTRY SECTION 1" = 1'-0" 6 WATER LEVEL SENSOR DETAIL 1" = 1'-0" 7 OVERFLOW DETAIL 1/2" = 1'-0" 2 POOL STAIR SECTION ---PAGE BREAK--- UP UP BATHHOUSE WADING POOL RAMP DOWN MAIN POOL SUPPORT BUILDING RAMP DOWN 14 17 15 22 21 18 20 19 19.1 16 10.1 10 11 16 11.1 18 12 13 23 14 23 17 7 6 3 5 3.1 1 2 3 6 23 4 5 6 23 8 7 8 Keyed Notes 1. Main Drain Line from Main Pool Main Drains 2 5,000 Gallon Precast/Cast-In-Place Surge Tank 3. Gutter Drain Convertor 3.1 Gutter Drain from Convertor to Surge Tank 4. To Main Drain Pump 5. Filtered Water Return to Pool 6. Filtered Water Gutter Convertor 7. Drain Overflow Convertor 8. 1,000 Gallon Precast Drywell with Polymer Frame and Lid 9. Not used 10. Main Drain Line from Wading Pool Main Drains (Filtration) 10.1 Main Drain Line from Wading Pool Main Drains (Water Features) 11. 2,200 Gallon Surge Tank Chamber Precast/Cast-In-place (Filtration) 11.1 1,000 Gallon Balance Tank Chamber Precast/Cast in Place (Water Features) 12. To Wading Pool Filtration Pump 13 To Wading Pool Water Feature Pump 14 Gutter Drain Convertor 15 Gutter Drain Convertor Line to Surge Tank 16 Filtered Water Return Line from Filter Room to Gutter 17 Filtered Water Return Gutter Convertor 18 Water Feature Supply Line from water Feature Pump 19 Composite valve-box with manifold and solenoid valve 19.1 Water feature actuator 20 Water feature supply piping 21 Water Feature Type 2 22 Water Feature Type 1 23 Deck hatch and ladder assemblies in surge/balance tanks GRADE LOAM GRAVEL FILL INLET SAND 1' - 0" POLYMER FRAME AND LID 8" CONCRETE POOL DECK POLYMER DECK HATCH AND FRAME NO 4 GALV 8" DEEP 12" WIDE CONCRETE COLLAR 24" DIA HDPE PIPE 7" CRUSHER STONE GEOTEXTILE GEOTEXTILE SECURE TO PIPE WITH 1" 24 GAUGE STAINLES STEEL STRAP FASTENED INTO PIPE WITH STAINLESS STEEL MACHINE SCREWS 1' - 0" POOL STRUCTURE ARCHITECT PROJECT NAME CLIENT PROJECT TEAM REVISIONS DRAWING TITLE DRAWING INFORMATION DRAWING NUMBER Bargmann Hendrie + Archetype, Inc. 9 Channel Center Street Boston, MA 02210 [PHONE REDACTED] Tel Copyright BH+A, Inc. DATE OF ISSUE DESCRIPTION SCALE DRAWN BY PROJECT # FILE NAME 1 2 3 4 5 DATE +a bh 3374-Forest River.rvt As indicated C:\Local Revit\3374-Forest River Pool_Site Model_R20_ClaraCastro6.rvt 11/2/2020 1:23:16 PM A809 POOL PIPING PLAN JS 3374 October 30, 2020 90% Construction Documents Forest River Outdoor Recreation & Nature Center City of Salem 93 Washington Street Salem, MA 01970 Structures North 60 Washington Street, Salem MA 01970 [PHONE REDACTED] STRUCTURAL ENGINEER Norian Siani 43 Bradford Street, 3rd Floor Concord, MA 01742 [PHONE REDACTED] MEP/FP ENGINEER Hancock Associates 121 E. Berkeley Street, 4th Floor Boston, MA 02118 [PHONE REDACTED] CIVIL ENGINEER Kyle Zick Landscape Architecture 36 Bromfield Street, Suite 202 Boston, MA 02108 [PHONE REDACTED] LANDSCAPE JS 32 Clifton Street Salem, MA 01970 HISTORIC CONSULTANT Epsilon Associates 3 Mill & Main Place, Suite 250 Maynard, MA 01754 [PHONE REDACTED] 3/32" = 1'-0" 1 POOL PIPING PLAN N PROJECT NORTH 1/2" = 1'-0" 2 OVERFLOW DRYWELL DETAIL 1/2" = 1'-0" 3 WELL POINT DETAIL ---PAGE BREAK--- UP UP BATHHOUSE WADING POOL RAMP DOWN MAIN POOL SUPPORT BUILDING RAMP DOWN 16 10 3 16 13 11 18 15 15 SITE AREA FOR ARTIST COLLABORATION. PROVIDE 8" OF GRAVEL BASE COMPACTED ON TOP OF ROUGH GRADE EL 17.0 REFER TO POOL PIPING DRAWING 2 13 12 4 2.1 REFER TO POOL PIPING DRAWING 4 5 5.1 7 8 9 20 CONTROL COMMUNITY ROOM ADDITION UTILITY ROOM 6 6.1 4 19 14 6.1 13 11 17 18 11 PUMP PIT 18 12 E T E E 1 12 12 2.1 3 E T E S S Keyed Notes 1. Relocated Telephone Pole 2. Electrical Primary underground duct bank to support building 2.1 Electrical Primary underground duct bank to bathhouse building 3. 4-inch telephone conduit from pole to bath house building 4. 4-inch conduit and pull string from bath house control room to access road control point. Provide tier 22 rated copolymer concrete pull box every 300 ft. 5. Remove existing lift station structure, rails, components and connections; disconnect, cap and make safe all wiring; remove and salvage pumps for Owner; deliver pumps to Owner designated location with the City of Salem; it has been reported that the existing pump chamber is 4 by 4 by 10 ft. deep. 5.1 Provide new lift station 6 New sewer and control wiring connections for lift station 6.1 Force main from support building to new lift station (refer to plumbing drawings) 7. Electrical and water handholds for spray park; extend conduit and piping into handhold, cap until design is complete, assume finish elevation of handhold at 17.6 8 2-inch conduit from utility room to handhold for control of solenoid valves/actuators for spray ground, cap conduit for final connections 9. 2-inch water line from utility room to handhold; cap pipe for final connections 10 Storm drainage piping stubbed into future artist collaboration area; connect to storm water drainage below pool deck; cap in artist area for final connection to drains 11 4-inch empty PVC Schedule 80 sleeve for future irrigation 12 Exterior duplex outlets with lockable covers. Outlet shall be mounted in 30- inch-high PEDCO Standard pedestal with one gang horizontal mounting; pedestal shall be mounted on 12-inch diameter concrete filled pier, top of pier 2 inches above grade, bottom set 3 feet below grade 13 Ground Hydrant (refer to plumbing drawings) 14 3-inch conduit and pull string from bathhouse to support building for future low voltage wring 15 Drywell see pool drawing. Drywell shall be Shea Concrete 1000-gallon standard top with 3 ft. stackable section; provide fibre reinforced plastic manhole cover and frame equal to super cover or equal. 16 Pool Surge/Balance Tanks below, refer to pool piping drawings 17 Stormwater infiltration system 18 Concrete walkways from pool deck to road 19 Outdoor rinse station Type 1- Most Dependable Fountain Type 564SM 20 Outdoor rinse station and drinking fountain Type 2 Most Dependable Fountain Type 550 SM ARCHITECT PROJECT NAME CLIENT PROJECT TEAM REVISIONS DRAWING TITLE DRAWING INFORMATION DRAWING NUMBER Bargmann Hendrie + Archetype, Inc. 9 Channel Center Street Boston, MA 02210 [PHONE REDACTED] Tel Copyright BH+A, Inc. DATE OF ISSUE DESCRIPTION SCALE DRAWN BY PROJECT # FILE NAME 1 2 3 4 5 DATE +a bh 3374-Forest River.rvt As indicated C:\Local Revit\3374-Forest River Pool_Site Model_R20_ClaraCastro6.rvt 11/2/2020 1:25:40 PM A810 POOL AREA SITE SCOPE PLAN DIAGRAM JS 3374 October 30, 2020 90% Construction Documents Forest River Outdoor Recreation & Nature Center City of Salem 93 Washington Street Salem, MA 01970 Structures North 60 Washington Street, Salem MA 01970 [PHONE REDACTED] STRUCTURAL ENGINEER Norian Siani 43 Bradford Street, 3rd Floor Concord, MA 01742 [PHONE REDACTED] MEP/FP ENGINEER Hancock Associates 121 E. Berkeley Street, 4th Floor Boston, MA 02118 [PHONE REDACTED] CIVIL ENGINEER Kyle Zick Landscape Architecture 36 Bromfield Street, Suite 202 Boston, MA 02108 [PHONE REDACTED] LANDSCAPE JS 32 Clifton Street Salem, MA 01970 HISTORIC CONSULTANT Epsilon Associates 3 Mill & Main Place, Suite 250 Maynard, MA 01754 [PHONE REDACTED] 1/16" = 1'-0" 1 POOL AREA SITE SCOPE PLAN 0' 16' 32' 8' N PROJECT NORTH ---PAGE BREAK--- EQ EQ EQ EQ EQ EQ EQ EQ 18' - 8" FIBERGLASS EDGE SUPPORT FIBERGLASS CHANNEL SUPPORT FIBERGLASS CHANNEL SUPPORT FIBERGLASS EDGE SUPPORT FIBERGLASS WIDE FLANGE FIBERGLASS WIDE FLANGE FIBERGLASS EDGE SUPPORT FIBERGLASS EDGE SUPPORT 2 A811 FLOOR 18' - 9" 6' - 0" FIBERGLASS CHANNEL SUPPORT 2" HIGH REMOVABLE FIBERGLASS GRATING WATERPROOFING 1/2" THICK NEOPRENE PUMP SETTING PAD, TYPICAL CONCRETE PUMP 0'-1" BASE TYPICAL FOR THREE PUMPS EPDM RUBBER MODULAR SEAL STRAINER BASKET CONCRETE FOUNDATION WALL WATERPROOFING WATERPROOFING FROM POOL TO POOL PIT LADDER LAP WADING FEATURES FROM RESERVIOR TO FEATURES FROM POOL TO POOL PIT LADDER WATRERPROOFING FILTRATION 134 HATCH LAP LAP CHLORINATION WADING CHLORINATION CO2 FEEDS CHEMICAL COUNTERS HARCH WADING ARCHITECT PROJECT NAME CLIENT PROJECT TEAM REVISIONS DRAWING TITLE DRAWING INFORMATION DRAWING NUMBER Bargmann Hendrie + Archetype, Inc. 9 Channel Center Street Boston, MA 02210 [PHONE REDACTED] Tel Copyright BH+A, Inc. DATE OF ISSUE DESCRIPTION SCALE DRAWN BY PROJECT # FILE NAME 1 2 3 4 5 DATE +a bh 3374-Forest River.rvt 1/2" = 1'-0" C:\Local Revit\3374-Forest River Pool_Support Bldg_R20_ClaraCastro6.rvt 11/2/2020 4:16:15 PM A811 FILTER ROOM AND PUMP PIT LAYOUT EF 3374 October 30, 2020 90% Construction Documents Forest River Outdoor Recreation & Nature Center City of Salem 93 Washington Street Salem, MA 01970 Structures North 60 Washington Street, Salem MA 01970 [PHONE REDACTED] STRUCTURAL ENGINEER Norian Siani 43 Bradford Street, 3rd Floor Concord, MA 01742 [PHONE REDACTED] MEP/FP ENGINEER Hancock Associates 121 E. Berkeley Street, 4th Floor Boston, MA 02118 [PHONE REDACTED] CIVIL ENGINEER Kyle Zick Landscape Architecture 36 Bromfield Street, Suite 202 Boston, MA 02108 [PHONE REDACTED] LANDSCAPE EF 32 Clifton Street Salem, MA 01970 HISTORIC CONSULTANT Epsilon Associates 3 Mill & Main Place, Suite 250 Maynard, MA 01754 [PHONE REDACTED] 1/2" = 1'-0" 1 PUMP PIT GRATING PLAN 1/2" = 1'-0" 2 POOL PUMP DETAIL 1/2" = 1'-0" 3 PIT PLAN 1/2" = 1'-0" 4 FILTER ROOM LAYOUT ---PAGE BREAK--- 5' - 1" 1' - 3" 8' - 7" 8' - 7" 8' - 7" 6" 6" 6" x 6" FRP POST 2x6 CEDAR SHADE MEMBERS 6" x 6" FRP TUBE 8' - 7" 8' - 6" 8' - 9" CEDAR BENCH FRP POST 4 A812 5' - 2" WADING POOL 6"x6"x3/8" FRP SQ. TUBE 6" x 6"x 3/8" FRP POST POOL DECK 1"Ø x 12" Lg. SOLID FRP ROD SHOP BONDED TO COLUMN TYP 2x6 CEDAR SHADE MEMBERS 5' - 1 1/8" 1' - 3" 6" 1' - 6" 9' - 4" 1' - 0" 1' - 0" 1' - 0" 3" 6" 3" 2x2 CEDAR MEMBERS A812 6 6x6x3/8 SQ. TUBE 6x6x3/8 SQ. TUBE CONTINUOUS WELD 2x6 CEDAR SHADE MEMBERS 6" 6" POOL DECK A812 5 4"x4" STEEL BENCH BEAM CEDAR BENCH 1"Ø x 12" Lg. SOLID FRP ROD SHOP BONDED TO COLUMN TYP 1' - 0" 1' - 0" 3" 6" 3" 3/8"Ø x 3" Lg. 316 S.S. BOLT ASSY. FIELD ATTACHED 1 3/4" V.I.F. 1/2" THICK FRP PLATE TYP. BOTH SIDES 2x6 CEDAR SHADE MEMBER 2x6 CEDAR SHADE MEMBER 2"x2"x1/4"x11 7/8"Lg. FRP ANGLE CLIPS 1/2"Ø x 9" Lg. 316 S.S. THREADED ROD W/F.W. AND NUTS 6x6x3/8 FRP SQ. TUBE COLUMN 2' - 0" 1 3/4" CEDAR RAIL WITH EASED EDGE 7/8"x1 3/4" CEDAR SLATS CEDAR RAIL WITH EASED EDGE 7/8"x1 3/4" CEDAR SLATS W/ 1/2" GAP 4" x 4" x 3/8" FRP TUBE SCREW ARCHITECT PROJECT NAME CLIENT PROJECT TEAM REVISIONS DRAWING TITLE DRAWING INFORMATION DRAWING NUMBER Bargmann Hendrie + Archetype, Inc. 9 Channel Center Street Boston, MA 02210 [PHONE REDACTED] Tel Copyright BH+A, Inc. DATE OF ISSUE DESCRIPTION SCALE DRAWN BY PROJECT # FILE NAME 1 2 3 4 5 DATE +a bh 3374-Forest River.rvt As indicated C:\Local Revit\3374-Forest River Pool_Site Model_R20_ClaraCastro6.rvt 11/2/2020 1:27:46 PM A812 TRELLIS PLAN, SECTIONS AND DETAILS MN 3374 October 30, 2020 90% Construction Documents Forest River Outdoor Recreation & Nature Center City of Salem 93 Washington Street Salem, MA 01970 Structures North 60 Washington Street, Salem MA 01970 [PHONE REDACTED] STRUCTURAL ENGINEER Norian Siani 43 Bradford Street, 3rd Floor Concord, MA 01742 [PHONE REDACTED] MEP/FP ENGINEER Hancock Associates 121 E. Berkeley Street, 4th Floor Boston, MA 02118 [PHONE REDACTED] CIVIL ENGINEER Kyle Zick Landscape Architecture 36 Bromfield Street, Suite 202 Boston, MA 02108 [PHONE REDACTED] LANDSCAPE MN 32 Clifton Street Salem, MA 01970 HISTORIC CONSULTANT Epsilon Associates 3 Mill & Main Place, Suite 250 Maynard, MA 01754 [PHONE REDACTED] 1/4" = 1'-0" 2 TRELLIS FRAMING PLAN 1/4" = 1'-0" 1 TRELLIS PLAN 1/2" = 1'-0" 4 SECTION THROUGH TRELLIS 2 1/2" = 1'-0" 3 ELEVATION AT TRELLIS 1 1/2" = 1'-0" 5 FRONT VIEW 1 1/2" = 1'-0" 6 SIDE VIEW 1" = 1'-0" 7 BENCH DETAIL ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- Voltage / Phase MCA MOCP HP-1 PUHY-P96TNU-A-BS 96,000.0 108,000.0 29.4 / 14 4.16 3/8 / 7/8 97,625.6 67,181.6 208/3 33 50 Model Number Electrical-Per Module Notes / Options OUTDOOR HEAT PUMP SCHEDULE Refrig Pipe Dim High/Low Pressure (inch) Corrected Cooling Total Capacity (BTU/h) Corrected Heating Capacity (BTU/h) Nominal Cooling Capacity (BTU/h) Nominal Heating Capacity (BTU/h) Cooling Efficiency IEER/EER Heating COP @ 47°F DWG-ID FCU-1 PEFY-P72NMHSU-E Ceiling concealed type (ducted) 72,151.2 57,543.1 3/8 / 3/4 2542 208/1-phase 7.7/15 FCU-2 PKFY-P06NBMU-E2R1 Wall mounted type 6,012.6 4,819.2 1/4 / 1/2 208 208/1-phase 0.19/0.19/15 Type Notes / Options INDOOR FAN COIL UNIT SCHEDULE Refrig Pipe Dim Liquid/Suction (inch) Peak Fan Airflow (cfm) Voltage / Phase Electrical MCA/MFS Cooling Total Capacity (BTU/h) Heating Capacity (BTU/h) System Tag Model ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK---

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