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14 13 12 11 14 15 13 12 11 10 -22 OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW UP B-3 B-2 B-1 B-4 B-5 UP UP MAG 11.53' VARIOUS EXISTING PIPE PENETRATIONS POSSIBLE HISTORIC WATER SERVICE MAG 14.39' 11 12 13 13 13 14 14 15 11 12 13 14 9 2 1 0 -1 -2 -3 -4 -5 -6 -7 -8 -9 -10 -11 -12 -13 -14 -15 -16 -17 -18 -19 A A' 7 6 5 5 0 -1 -2 -3 -4 -5 -6 -7 -8 -9 -10 -11 -13 -14 -12 -15 -16 -17 -18 -19 -20 -21 -14 1 3 -10 -8 -7 -1 -9 -9 -8 -10 -10 -11 3 13 12 11 10 MLW -4.73 MHW 4.2 EXISTING CONCRETE PARAPET WALL TOP EL. +12.4'± 4" PVC INV. EL. +9.13' 10" DRAIN INV. +7.6 UTILITY POLE AND ELECTRICAL SERVICE (REMOVED) BENCH (TYP.) MHW 4.2' MHW 4.2' AHTL 6.6' AHTL 6.6' MHW 4.2' AHTL 6.6' CB-1 RIM EL. +12.4 INV. AD-1 = 9.9 INV. CB-2 = 9.2 INV. OUT = 9.2 SUMP = 6.9 EXISTING BUILDING GRANITE WALL CONCRETE DECK LAWN LAWN BITUMINOUS PAVEMENT EDGE OF PAVEMENT (TYP.) 15" VCP 15" VCP 8" VCP CB-2 RIM EL. +14.9 INV. AD-2 = 12.5 INV. CB-3 = 11.8 INV. OUT CB-1 = 11.8 SUMP ≥ 10.0 AD-1 RIM EL. 13.3 EXPOSED BEDROCK EXPOSED BEDROCK LAWN/GRAVEL RIPRAP AHTL 6.6' MLW -4.73 MLW AND AHTL ALONG FACE OF SEAWALL 10 10 PRIOR PIER (REMOVED) 15 -20 EXISTING CONCRETE CONCRETE AND MASONRY SEAWALL FEMA VE +16 MHW +4.2 MLW -4.73 NAVD88 0.0 FEMA VE +16 MHW +4.2 MLW -4.73 NAVD88 0.0 ELEVATION IN FEET (NAVD88) -10 0 10 15 5 -5 -15 -20 -25 20 25 -30 -35 -40 -45 -50 ELEVATION IN FEET (NAVD88) -10 0 10 15 5 -5 -15 -20 -25 20 25 -30 -35 -30 -45 -50 SHEET NO. PREPARED BY: PREPARED FOR: PROJECT NO. DATE: REVISION NO. DESIGNED BY: PROJ MGR: DRAWN BY: REVIEWED BY: CHECKED BY: SCALE: GZA-\\GZAAmesbury\Jobs\174900's\18.0174941.00 DMF Salem Willows Handicap Fishing Pier\Figures\CAD\Phase 2 CONSTRUCTION\18.0174941.00 - Phase 2 NOI (Feb.2023).dwg [1.-EX PLAN & PROFILE] February 09, 2023 - 1:46pm alexander.karp C - GZA GeoEnvironmental, Inc. NO. ISSUE/DESCRIPTION DATE BY GZA GeoEnvironmental, Inc. Engineers and Scientists www.gza.com 2023 DMF-21002 RECREATIONAL FISHING PIER SALEM WILLOWS PARK SALEM, MASSACHUSETTS EXISTING SITE PLAN AND PROFILE COMMONWEALTH OF MASSACHUSETTS DIVISION OF MARINE FISHERIES 836 S. RODNEY FRENCH BLVD. NEW BEDFORD, MASSACHUSETTS 02740 AND THE CITY OF SALEM, MASSACHUSETTS FEBRUARY, 2023 18.0174941.00 DRAWING 1 1 OF 5 DAS AJK ABB AJP/AJK ABB AS SHOWN B-5 MLW -4.73 MLW -4.73 PRIOR PIER (REMOVED) PILE (TYP.) MHW 4.2' B-4 B-3 B-2 B-1 EXISTING TIMBER PIER DECK EL. +10.0± SCALE IN FEET 0 10 20 40 60 0 0 10 20 40 60 VERTICAL SCALE IN FEET 10 20 40 60 HORIZONTAL SCALE IN FEET N EBB FLOOD BEVERLY HARBOR EXISTING PROFILE A-A' SCALE H: 1" = 20' V: 1" = 20' EXISTING SITE PLAN SCALE: 1" = 20' LAND SUBJECT TO COASTAL STORM FLOWAGE COASTAL BEACH / ROCKY INTERTIDAL SHORE LAND UNDER THE OCEAN TOP OF COASTAL BANK TOP OF COASTAL BANK SHELLFISH SUITABILITY AREA - SEE NOTE 5. EXISTING GRADE (VARIES) INFERRED TOP OF ROCK (ACTUAL CONDITIONS VARY) GENERAL NOTES 1. THE BASE MAP, SOIL BORINGS, TOPOGRAPHIC SURVEY, AND HYDROGRAPHIC SURVEY INFORMATION WERE DEVELOPED FROM ELECTRONIC DRAWING FILES BY CLE ENGINEERING, PROVIDED TO GZA BY THE CLIENT, ENTITLED "SALEM WILLOWS PARK HANDICAPPED ACCESSIBLE FISHING PIER," DATED: 9/7/17, ORIGINAL SCALE: 1"=20', CAD FILE: 16262. CONCEPT.DWG. 2. ELEVATIONS ARE IN FEET AND REFERENCE THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88): MLW=-4.7, NAVD88=0.0, MHW=4.2, AHTL=6.6, FEMA 100-YEAR FLOOD ZONE VE=16.0. 3. LIMITED SUPPLEMENTAL TOPOGRAPHIC SURVEY PERFORMED BY GZA GEOENVIRONMENTAL, INC., ON APRIL 21, 2021 AND MAY 3, 2022 AND REPRESENTS CONDITIONS AT THE TIME OF THE SURVEYS. 4. TOPOGRAPHIC AND HYDROGRAPHIC SURVEY ELEVATIONS AND SOUNDINGS ARE IN FEET AND TENTHS, AND REFER TO THE NAVD88 DATUM. 5. SHELLFISH SUITABILITY AREA, FEMA FLOOD HAZARD, AND TIDELANDS JURISDICTION CH91 LAYERS FROM MASSGIS OLIVER ONLINE MAPPING TOOL, ACCESSED 7/13/2021 TO 7/20/2021. MHW NAVD88 = 0.0 MLW 8.9' DATUM RELATIONSHIP NOT TO SCALE FEMA 100 - YEAR FLOOD 4.2' 11.3' HTL 20.7' 16.0' 4.7' 6.6' EXISTING GRADE (VARIES) NOTE: PROFILE SHOWS PRIOR EXISTING PILE SUPPORTS, RAILING, BRACING, AND MISCELLANEOUS FEATURES WHICH HAVE SINCE BEEN REMOVED. APPROXIMATE LOCATION OF SEASONALLY-INSTALLED 20' X 40' FLOAT AND ACCESS GANGWAY EXISTING PILE-SUPPORTED GANGWAY HOIST "GALLOWS FRAME" TIDELANDS JURISDICTION CH91 - HISTORIC HIGH WATER LINE LAND SUBJECT TO COASTAL STORM FLOWAGE COASTAL BEACH / ROCKY INTERTIDAL SHORE LAND UNDER THE OCEAN SHELLFISH SUITABILITY AREA - SEE NOTE 5. TOP OF COASTAL BANK NOTE: DEMOLITION AND REMOVAL OF THE EXISTING (PRIOR) PIER STRUCTURE WAS PERFORMED DURING PHASE 1 IN 2021 - 2022. PHASE 1 DEMOLITION WORK WAS PREVIOUSLY AUTHORIZED BY THE SALEM CONSERVATION COMMISSION UNDER FILE NO. 064-0731. ---PAGE BREAK--- -22 OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW UP UP UP MAG 11.53' VARIOUS EXISTING PIPE PENETRATIONS POSSIBLE HISTORIC WATER SERVICE MAG 14.39' 11 12 13 13 13 14 14 15 11 12 13 14 9 2 1 0 -1 -2 -3 -4 -5 -6 -7 -8 -9 -10 -11 -12 -13 -14 -15 -16 -17 -18 -19 A A' 7 6 5 5 0 -1 -2 -3 -4 -5 -6 -7 -8 -9 -10 -11 -13 -14 -12 -15 -16 -17 -18 -19 -20 -21 -14 1 3 -10 -8 -7 -1 -9 -9 -8 -10 -10 -11 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 22 23 24 25 26 29 27 30 31 32 33 C D E A B 21 28 3 13 12 11 10 MLW -4.73 MHW 4.2 EXISTING CONCRETE PARAPET WALL TOP EL. +12.4'± 4" PVC INV. EL. +9.13' 10" DRAIN INV. +7.6 UTILITY POLE AND ELECTRICAL SERVICE (REMOVED) BENCH (TYP.) MHW 4.2' MHW 4.2' AHTL 6.6' AHTL 6.6' MHW 4.2' AHTL 6.6' CB-1 RIM EL. +12.4 INV. AD-1 = 9.9 INV. CB-2 = 9.2 INV. OUT = 9.2 SUMP = 6.9 EXISTING BUILDING GRANITE WALL CONCRETE DECK LAWN LAWN BITUMINOUS PAVEMENT EDGE OF PAVEMENT (TYP.) 15" VCP 15" VCP 8" VCP CB-2 RIM EL. +14.9 INV. AD-2 = 12.5 INV. CB-3 = 11.8 INV. OUT CB-1 = 11.8 SUMP ≥ 10.0 AD-1 RIM EL. 13.3 EXPOSED BEDROCK EXPOSED BEDROCK LAWN/GRAVEL RIPRAP AHTL 6.6' MLW -4.73 MLW AND AHTL ALONG FACE OF SEAWALL 10 10 REMOVE EXISTING VPC PIPE DRAIN PIPE AND REPLACE WITH 15" HDPE PIPE (TYP.) NEW BITUMINOUS PAVEMENT, 87 SF± BLEND PROPOSED GRADE INTO EXISTING SLOPE, LOAM AND SEED TO GRASS PROPOSED REMOVABLE BOLLARD (TYP.) DEMOLISH AND REMOVE EXISTING MASONRY ABUTMENT AND REPLACE WITH PROPOSED CONCRETE ABUTMENT, 40± LF (TYP.) PROTECT AND RESTORE EXISTING GRANITE WALL BEYOND PROPOSED CONCRETE ABUTMENT - TRANSITION EXISTING INTO PROPOSED WORK MODIFY EXISTING CB-1 TO RECEIVE NEW PIPE AND RESET GRATE FLUSH TO GRADE PROPOSED CONCRETE SEAWALL REPLACEMENT WITH RAILING, 64± LF, TOW= 13.0' NAVD88 (PROPOSED SECTION SHEET 5) PRIOR PIER (REMOVED) PROPOSED PILE-SUPPORTED PIER STRUCTURE 15 -20 PROPOSED 3' WIDE STONE-FILLED GABION MATTRESS, 92 LF± (TYP.) PROPOSED PIER ACCESS RAMP (TYP.) LAND-BASED CONSTRUCTION ACCESS AND STAGING AREA (TYP. SEE NOTE 7 - THIS SHEET) EXISTING CONCRETE CONCRETE AND MASONRY SEAWALL APPROXIMATE TOE OF PROPOSED SEAWALL DEMOLISH AND REMOVE EXISTING SEAWALL FEMA VE +16 MHW +4.2 MLW -4.73 NAVD88 0.0 FEMA VE +16 MHW +4.2 MLW -4.73 NAVD88 0.0 ELEVATION IN FEET (NAVD88) -10 0 10 15 5 -5 -15 -20 -25 20 25 -30 -35 -40 -45 -50 ELEVATION IN FEET (NAVD88) -10 0 10 15 5 -5 -15 -20 -25 20 25 -30 -35 -30 -45 -50 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 D BENTS 28 TO 33 E C SHEET NO. PREPARED BY: PREPARED FOR: PROJECT NO. DATE: REVISION NO. DESIGNED BY: PROJ MGR: DRAWN BY: REVIEWED BY: CHECKED BY: SCALE: GZA-\\GZAAmesbury\Jobs\174900's\18.0174941.00 DMF Salem Willows Handicap Fishing Pier\Figures\CAD\Phase 2 CONSTRUCTION\18.0174941.00 - Phase 2 NOI (Feb.2023).dwg [2.-PR PLAN & PROFILE] February 09, 2023 - 1:32pm alexander.karp C - GZA GeoEnvironmental, Inc. NO. ISSUE/DESCRIPTION DATE BY GZA GeoEnvironmental, Inc. Engineers and Scientists www.gza.com 2023 DMF-21002 RECREATIONAL FISHING PIER SALEM WILLOWS PARK SALEM, MASSACHUSETTS PHASE 2: PROPOSED CONSTRUCTION SITE PLAN AND PROFILE COMMONWEALTH OF MASSACHUSETTS DIVISION OF MARINE FISHERIES 836 S. RODNEY FRENCH BLVD. NEW BEDFORD, MASSACHUSETTS 02740 AND THE CITY OF SALEM, MASSACHUSETTS FEBRUARY, 2023 18.0174941.00 DRAWING 2 2 OF 5 DAS AJK ABB AJP/AJK ABB AS SHOWN PRIOR PIER (REMOVED) DECK EL. +10.0± EXISTING PIER (REMOVED) SCALE IN FEET 0 10 20 40 60 0 0 10 20 40 60 VERTICAL SCALE IN FEET 10 20 40 60 HORIZONTAL SCALE IN FEET N EBB FLOOD BEVERLY HARBOR SCALE H: 1" = 20' V: 1" = 20' SCALE: 1" = 20' PROPOSED PIER DECK EL. +13.0'± PROPOSED PIER DECK EL. +13.0± PROPOSED CONCRETE ACCESS RAMP RISE=1.7'± RUN=20.3'± 1V:12H (MAX.) PROPOSED PROFILE A-A' PROPOSED SITE PLAN LAND SUBJECT TO COASTAL STORM FLOWAGE COASTAL BEACH / ROCKY INTERTIDAL SHORE LAND UNDER THE OCEAN TOP OF COASTAL BANK TOP OF COASTAL BANK SHELLFISH SUITABILITY AREA - SEE NOTE 5. EXISTING GRADE (VARIES) INFERRED TOP OF ROCK (ACTUAL CONDITIONS VARY) MAIN PIER BENT SPACING 12' O.C. (TYP.) 16" Ø X 5 8" TH. STEEL PIPE PILES, COAL-TAR EPOXY EXTERIOR COATING, ROCK-SOCKETED INTO LEDGE, CONCRETE-FILLED (TYP.) 6" TO 12" TH. REINFORCED CONCRETE LANDING PAD EXISTING GRADE (VARIES) FLOATING BOOM AND TURBIDITY CURTAIN SHALL CONTAIN WATER-BASED CONSTRUCTION ACTIVITY AND DEBRIS (TYP., SEE NOTE 8. - THIS SHEET) GENERAL NOTES 1. THE BASE MAP, TOPOGRAPHIC SURVEY, AND SURVEY INFORMATION WERE DEVELOPED FROM ELECTRONIC DRAWING FILES DEVELOPED BY CLE ENGINEERING, PROVIDED TO GZA BY THE CLIENT, ENTITLED "SALEM WILLOWS PARK HANDICAPPED ACCESSIBLE FISHING PIER," DATED: 9/7/17, ORIGINAL SCALE: 1"=20', CAD FILE: 16262. CONCEPT.DWG. 2. ELEVATIONS ARE IN FEET AND REFERENCE THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88): MLW=-4.7, NAVD88=0.0, MHW=4.2, AHTL=6.6, FEMA 100-YEAR FLOOD ZONE AE=16.0. 3. LIMITED SUPPLEMENTAL TOPOGRAPHIC SURVEY PERFORMED BY GZA GEOENVIRONMENTAL, INC., ON APRIL 21, 2021 AND MAY 3, 2022 AND REPRESENTS CONDITIONS AT THE TIME OF THE SURVEY. 4. TOPOGRAPHIC AND HYDROGRAPHIC SURVEY ELEVATIONS AND SOUNDINGS ARE IN FEET AND TENTHS, AND REFER TO THE NAVD88 DATUM. 5. SHELLFISH SUITABILITY AREA, FEMA FLOOD HAZARD, AND TIDELANDS JURISDICTION CH91 LAYERS FROM MASSGIS OLIVER ONLINE MAPPING TOOL, ACCESSED 7/13/2021 TO 7/20/2021. CONSTRUCTION NOTES 6. ALL EXISTING SITE FEATURES NOT SCHEDULED FOR DEMOLITION AND/OR REMOVAL, INCLUDING BUT NOT LIMITED TO STRUCTURES, UTILITIES, BENCHES, LAWNS, TREES, VEGETATION, STONE FILL, WALLS, FENCES, RAILINGS, SIGNS, LIGHTS, BENCHES, PAVEMENTS, AND CURBING SHALL BE PROTECTED OR RESTORED TO PRE-CONSTRUCTION CONDITION. 7. THE LAND-BASED CONSTRUCTION ACCESS AND STAGING AREA APPROXIMATELY 11,915 SQUARE FEET IN SIZE SHALL BE DELINEATED, SECURED, AND MAINTAINED BY THE CONTRACTOR. EROSION AND SEDIMENT CONTROLS SHALL BE INSTALLED AND MAINTAINED BY THE CONTRACTOR, AS REQUIRED. EXISTING AREAS OF THE SITE NOT SCHEDULED FOR IMPROVEMENT WILL BE RESTORED IN-KIND OR TEMPORARILY STABILIZED FOR ADDITIONAL WORK PROPOSED BY OTHERS. 8. WATER-BASED CONSTRUCTION ACTIVITIES SHALL BE ENCLOSED BY FLOATING BOOM AND TURBIDITY CURTAIN TO CONTAIN SUSPENDED SEDIMENTS, DEBRIS, AND OTHER MATERIALS GENERATED BY OR DURING THE WORK. THE FLOATING BOOM AND TURBIDITY CURTAIN SHALL BE PROVIDED, INSTALLED, MAINTAINED, AND ADJUSTED BY THE CONTRACTOR, AS REQUIRED. ACTUAL LOCATIONS OF FLOATING BOOM AND TURBIDITY CURTAIN MAY BE ADJUSTED BY THE CONTRACTOR TO FACILITATE THE WORK, SUBJECT TO APPROVAL BY THE ENGINEER, OWNER AND CITY OFFICIALS. MHW NAVD88 = 0.0 MLW 8.9' DATUM RELATIONSHIP NOT TO SCALE FEMA 100 - YEAR FLOOD 4.2' 11.3' HTL 20.7' 16.0' 4.7' 6.6' PROPOSED MAIN PIER - APPROX. 330' LONG X 12' WIDE PROPOSED T-PIER APPROX. 16' WIDE X 60' LONG NOTE: PROPOSED RAILING, BRACING, AND SAFETY LADDERS ARE NOT SHOWN FOR DRAWING CLARITY. B' B' C' C EXISTING PILES, FENDERS, AND APPURTENANCES (TYP., TO BE REMOVED) PROPOSED PILE-SUPPORTED HOIST "GALLOWS" FRAME (TYP.) SEASONALLY-INSTALLED 40' X 20' FLOAT AND GANGWAY (TYP., TO REMAIN) TO BE AUTHORIZED WITH "GALLOWS" AND GANGWAY PROPOSED REINFORCED CONCRETE ABUTMENT (TYP.) REMOVE AND RESET EXISTING STONES AS NEEDED TO FACILITATE CONSTRUCTION TIDELANDS JURISDICTION CH91 - HISTORIC HIGH WATER LINE LAND SUBJECT TO COASTAL STORM FLOWAGE COASTAL BEACH / ROCKY INTERTIDAL SHORE LAND UNDER THE OCEAN SHELLFISH SUITABILITY AREA - SEE NOTE 5. TIMBER FRAMED, TIMBER DECKED PIER (SEE DETAILS SHEET 3 + 4) ---PAGE BREAK--- SHEET NO. PREPARED BY: PREPARED FOR: PROJECT NO. DATE: REVISION NO. DESIGNED BY: PROJ MGR: DRAWN BY: REVIEWED BY: CHECKED BY: SCALE: GZA-\\GZAAmesbury\Jobs\174900's\18.0174941.00 DMF Salem Willows Handicap Fishing Pier\Figures\CAD\Phase 2 CONSTRUCTION\18.0174941.00 - Phase 2 NOI (Feb.2023).dwg PR SECT & DET February 09, 2023 - 1:33pm alexander.karp C - GZA GeoEnvironmental, Inc. NO. ISSUE/DESCRIPTION DATE BY GZA GeoEnvironmental, Inc. Engineers and Scientists www.gza.com 2023 DMF-21002 RECREATIONAL FISHING PIER SALEM WILLOWS PARK SALEM, MASSACHUSETTS PHASE 2: PROPOSED FRAME PLAN AND PIER CONNECTION DETAILS COMMONWEALTH OF MASSACHUSETTS DIVISION OF MARINE FISHERIES 836 S. RODNEY FRENCH BLVD. NEW BEDFORD, MASSACHUSETTS 02740 AND THE CITY OF SALEM, MASSACHUSETTS FEBRUARY, 2023 18.0174941.00 DRAWING 3 3 OF 5 DAS AJK ABB AJP/AJK ABB AS SHOWN STRINGER ANCHOR & SPLICE DETAIL SCALE: 1" = 1 2' DECK SUPPORT DETAIL SCALE: 1" = 1 2' PILE CONNECTION DETAIL SCALE: 1" = 1 2' T-PIER END & STRINGER BLOCKING CONNECTION DETAIL SCALE: 1" = 2' MAIN PIER END & STRINGER BLOCKING CONNECTION DETAIL SCALE: 1" = 2' 9" 3" 6" (x3) 1" GALV. THRU BOLTS WITH LOCK NUTS A690 5 8"X10"X20" ROLLED PLATE EACH SIDE 3 16" MAX CL 18"X18"X3 4"TH. HDG. STEEL TOP PLATE 3 8" FIELD WELD VERT. PLATES TO CORRECT FOR PILE ALIGNMENT (ONE SIDE ONLY) 3 4" GALV. THRU BOLTS WHERE SHOWN OR 3 4"X8" LAG BOLTS WHERE PLATE INTERFERES 1" Ø GALV. THRU BOLTS 15# ASPHALT PAPER BETWEEN CAP & STRINGER & BETWEEN DECK & STRINGERS 1" GALV. THRU BOLTS A690 9"X4"X1 2" BENT PLATE X 16" EACH CAP CONNECTION 15# ASPHALT PAPER BETWEEN STEEL & WOOD SHOP WELD 1 2" FILLET FULL CIRCLE VERT. BOLTS ON INTERIOR STRINGERS 9"x9"X1 2" BENT A690 PLATE X 16" LONG BOTH SIDES OF STRINGER WHERE SHOWN 10X12 OUTER STRINGER 12X16 PILE CAP 3X8 DECK TO BE NOTCHED AROUND RAIL POSTS (3 PER CONNECTION) (TYP.) 2X4 TOE RAIL 6X8 RAIL POST 3 4"X8" GALV. LAG @ 24" O.C. 4X4 CONTIN BETWEEN RAIL POSTS TO SUPPORT DECK RAIL BOLTS (BEYOND) EXTEND DECK 4" BEYOND STRINGER 6X12 TIMBER STRINGER 12X16 TIMBER PILE CAP T-PIER 10X12 TIMBER STRINGER 16" Ø PIPE PILE (BELOW) 12X16 TIMBER PILE CAP 4X12 CCA BLOCKING (TYP.) 5"X5"X1 2" BENT PLATE ANGLE X 10" WITH 3 EACH 3 4"X4" LAGS PER LEG, 6 TOTAL BOLTS PER PLATE (USE THRU BOLTS INTO 4X12) (TYP.) 5"X5"X1 2" BENT PLATE ANGLE X 10" WITH 3 EACH 3 4"X4" LAGS PER LEG, 6 TOTAL BOLTS PER PLATE (USE THRU BOLTS INTO 4X12) (TYP.) 16" Ø PIPE PILE (BELOW) 1 3 SPAN 16" Ø PIPE PILE (BELOW) 1" GALV. THRU BOLTS FIELD DRILLED LOCKING NUTS 5 8"X10"X20" ROLLED A690 PLATE EACH SIDE 3 16" CL 16"X5 8" WALL STEEL PIPE PILE 3 1 2"X3 1 2"X3 8" GALV. L 8" LONG WITH 4 EACH 3 4"X4" GALV. LAG BOLTS INSTALL AT ELEV. +10.5 & ELEV. +13.0 @ EACH CORNER 16X16 TIMBER PILE CAP 10X12 CCA STRINGER 3 1 2"X3 1 2"X1 2"X8" BENT PLATE WITH 2 EACH 3 4" CARRIAGE BOLTS & 2 EACH 3 4"X6" VERT THRU BOLTS 4X12 CCA END BEAM A690 3 1 2"X3 1 2"X1 2"X8" BENT PLATE WITH 3 EACH 3 4" CARRIAGE BOLTS GALV. STEEL RAILING INSERT, SEE DETAILS ON SHEET 4 6X8 ACQ POST (TYP. CORNER) 16" Ø PILE BELOW 4X12 CCA BLOCKING (2 LOCATIONS PER SPAN) WITH 5"X5"X1 2" PLATE L CONN X 10" LONG & 3 EACH 3 4"X4" LAGS PER LEG, 6 TOTAL BOLTS PER ANGLE (THRU BOLTS INTO 4X12 TYP) 1 3 SPAN 10" 4.8' 10" PROPOSED PIER FRAMING PLAN SCALE: 1" = 20' 12.0' 12.0' 20.4' TYPICAL 4X12 CCA BLOCKING LOCATION ON ALL BENTS - SEE DETAIL THIS SHEET PROP. 16" Ø X 5 8" WALL A690 STEEL PIPE PILES TWO PER BENT ON MAIN (TYP.) PROP. 12X16 CCA 2.5 TREATED TIMBER PILE CAP (TYP. ON MAIN PIER) 4X12 TIMBER BLOCKING AT 1 3 POINTS (TYP.) PROP. 1V:12H CONCRETE RAMP WITH RAILINGS TO MATCH PIER RAILING SYSTEM EXTENDED FROM PIER WITH ADA-COMPLIANT GRIPS 6.0' 11.8' 11.8' 11.8' 6" 11.8' 11.8' 6" PROP. 16" Ø X 5 8" WALL A690 STEEL PIPE PILES THREE PER BENT ON MAIN (TYP.) PROP. CCA 2.5 PCF TREATED TIMBER STRINGERS (TYP.) SEE SECT A-A' & B-B' FOR SIZE & PLACEMENT BLOCKING) MAIN PIER END CONNECTION DETAIL SEE THIS SHEET T-PIER END CONNECTION DETAIL SEE THIS SHEET B' B' C' C 0 10 20 40 SCALE IN FEET 0 2.5 5 10 SCALE IN FEET 0 1 2 4 SCALE IN FEET 0 0.25 0.5 1 SCALE IN FEET REMOVABLE BOLLARD (TYP.) 9"x9"X1 2" BENT A690 PLATE X 16" LONG 9"x9"X1 2" BENT A690 PLATE X 16" BOTH SIDES OF STRINGER WHERE SHOWN A690 18"X12"X12"TH. HDG. STEEL CONNECTION PLATE (TYP., EACH SIDE OF PILE CAP) WITH (X4) 1"Ø HDG. THRU BOLTS 16" 1 2" 6" 8" 11" 4" 3" (2X) 3 4" Ø SUNK GALV. THRU. BOLTS PER STRINGER-PILE CAP CONNECTION 4.8' 4.8' 18"X12"X12"TH. HDG. STEEL CONNECTION PLATE (TYP., EACH SIDE OF PILE CAP) WITH (X4) 1"Ø HDG. THRU BOLTS 3 4" GALV. THRU BOLTS WHERE SHOWN OR 3 4"X8" LAG BOLTS WHERE PLATE INTERFERES NOTE: ACCESS RAMP ALTERNATIVES MAY BE CONSTRUCTED OF CONCRETE (SHOWN) OR FILL OR TIMBER (NOT SHOWN) AND WILL GENERALLY OCCUPY THE SAME FOOTPRINT AS INDICATED. ---PAGE BREAK--- SHEET NO. PREPARED BY: PREPARED FOR: PROJECT NO. DATE: REVISION NO. DESIGNED BY: PROJ MGR: DRAWN BY: REVIEWED BY: CHECKED BY: SCALE: GZA-\\GZAAmesbury\Jobs\174900's\18.0174941.00 DMF Salem Willows Handicap Fishing Pier\Figures\CAD\Phase 2 CONSTRUCTION\18.0174941.00 - Phase 2 NOI (Feb.2023).dwg PR SECT & DET February 09, 2023 - 1:33pm alexander.karp C - GZA GeoEnvironmental, Inc. NO. ISSUE/DESCRIPTION DATE BY GZA GeoEnvironmental, Inc. Engineers and Scientists www.gza.com 2023 DMF-21002 RECREATIONAL FISHING PIER SALEM WILLOWS PARK SALEM, MASSACHUSETTS PHASE 2: PROPOSED CONSTRUCTION SECTIONS AND DETAILS COMMONWEALTH OF MASSACHUSETTS DIVISION OF MARINE FISHERIES 836 S. RODNEY FRENCH BLVD. NEW BEDFORD, MASSACHUSETTS 02740 AND THE CITY OF SALEM, MASSACHUSETTS FEBRUARY, 2023 18.0174941.00 DRAWING 4 4 OF 5 DAS AJK ABB AJK/EJW ABB AS SHOWN NOTES 1. GALVANIZED STEEL ELEMENTS SHALL BE PROTECTED AND ISOLATED FROM CONTACT WITH ACQ-TREATED TIMBER ELEMENTS. 6X8 RAIL POST (TYP). 16" Ø X 5 8" TH. STEEL PIPE PILES, COAL-TAR EPOXY EXTERIOR COATING, ROCK-SOCKETED INTO LEDGE, CONCRETE-FILLED (TYP., X2 PER BENT) 5 8"X10"X20" ROLLED HDG PILE CONNECTION PLATE (X2 PER PILE), WITH (X3) 1"Ø HDG. THRU BOLTS 1.5"Ø (NOM.; 1.9" O.D.) SCHEDULE 80, GALV. STEEL PIPE RAIL WITH 2"Ø (NOM.) SCHEDULE 40 PVC SLEEVE AT TIMBER POSTS. S.S. RAILING POST CAP (TYP.) GALV. STEEL RAILING INFILL (TYP., SEE DETAIL) 6"X12" TIMBER STRINGERS (X3) EQUALLY SPACED, CONNECTED TO PILE CAP WITH 1"Ø HDG. THRU BOLTS 4"X4" TIMBER DECK EDGE SUPPORT, FASTENED TO EDGE STRINGER, BETWEEN RAIL POSTS WITH 3 4"Ø HDG. THRU BOLTS SPACED 3' O.C. MAX. 3"X8" TIMBER DECKING 2X4 TIMBER CURB WITH 1X4 TIMBER SPACERS (TYP.), BETWEEN RAIL POSTS, EXCEPT AT WHEELCHAIR ACCESS LOCATIONS 12"X16" TIMBER PILE CAP 18"X12"X12"TH. HDG. STEEL CONNECTION PLATE (TYP., EACH SIDE OF PILE CAP) WITH (X4) 1"Ø HDG. THRU BOLTS 18"X18"X3 4" TH. HDG. STEEL TOP PLATE 3'-10" 2'-8" 7" 4" EXTEND DECKING 12" INCHES BEYOND INSIDE FACE OF RAIL POSTS AT ADA ACCESS LOCATIONS ONLY 3'-6" 4" 6X8 RAIL POST (TYP). 16" Ø X 5 8" TH. STEEL PIPE PILES, COAL-TAR EPOXY EXTERIOR COATING, ROCK-SOCKETED INTO LEDGE, CONCRETE-FILLED (TYP., X3 PER BENT) 5 8"X10"X20" ROLLED HDG PILE CONNECTION PLATE (X2 PER PILE), WITH (X3) 1"Ø HDG. THRU BOLTS 1.5"Ø (NOM.; 1.9" O.D.) SCHEDULE 80, GALV. STEEL PIPE RAIL WITH 2"Ø (NOM.) SCHEDULE 40 PVC SLEEVE AT TIMBER POSTS. S.S. RAILING POST CAP (TYP.) GALV. STEEL RAILING INFILL (TYP., SEE DETAIL) 6X12 TIMBER STRINGERS (X6) EQUALLY SPACED, CONNECTED TO PILE CAP WITH 1"Ø HDG. THRU BOLTS 9"X9"X12" TH. BENT HDG. PLATE CONNECTOR, 16" LONG, EACH SIDE OF EDGE STRINGER AT PILE CAP, (X4) HORIZONTAL AND (X4) VERTICAL THRU BOLTS - EACH LOCATION 4X4 TIMBER DECK EDGE SUPPORT, FASTENED TO EDGE STRINGER, BETWEEN RAIL POSTS WITH 3 4"Ø HDG. THRU BOLTS SPACED 3' O.C. MAX. 3X8 TIMBER DECKING 2X4 TIMBER CURB WITH 1X4 TIMBER SPACERS (TYP.), BETWEEN RAIL POSTS, EXCEPT AT WHEELCHAIR ACCESS LOCATIONS 12"X16" TIMBER PILE CAP 18"X12"X12"TH. HDG. STEEL CONNECTION PLATE (TYP., EACH SIDE OF PILE CAP) WITH (X4) 1"Ø HDG. THRU BOLTS 18"X18"X3 4"TH. HDG. STEEL TOP PLATE 3'-10" 3'-6" 4" 4" 4" 6X8 RAIL POST AT ADA ACCESS LOCATIONS (TYP). 2'-8" 7" 4" EXTEND DECKING 12" INCHES BEYOND INSIDE FACE OF RAIL POSTS AT ADA ACCESS LOCATIONS ONLY 10'-2" C-C PILE # # LOWER RAIL AT ADA ACCESS LOCATIONS 6X8 RAIL POST 1.5"Ø (NOM.; 1.9" O.D.) SCHEDULE 80, GALV. STEEL PIPE RAIL WITH 2"Ø (NOM.) SCHEDULE 40 PVC SLEEVE AT TIMBER POSTS. S.S. RAILING POST CAP (TYP.) S.S. PIN TO LOCK PIPE RAILING (TYP.) GALV. STEEL RAILING INSERT (TYP., SEE DETAIL) 1"Ø HDG. THRU BOLTS TO CONNECT RAIL POSTS TO EDGE STRINGERS (X2 PER POST, TYP.) 2X4 TIMBER CURB WITH 1X4 TIMBER SPACERS (TYP.), BETWEEN RAIL POSTS, EXCEPT AT WHEELCHAIR ACCESS LOCATIONS 3X8 TIMBER DECKING 5 8"X10"X20" ROLLED HDG PILE CONNECTION PLATE (X2 PER PILE), WITH (X3) 1"Ø HDG. THRU BOLTS 9"X9"X12" TH. BENT HDG. PLATE CONNECTOR, 16" LONG, EACH SIDE OF EDGE STRINGER AT PILE CAP, (X4) HORIZONTAL AND (X4) VERTICAL THRU BOLTS - EACH LOCATION 12X16 TIMBER PILE CAP 18"X12"X12"TH. HDG. STEEL CONNECTION PLATE (TYP., EACH SIDE OF PILE CAP) WITH (X4) 1"Ø HDG. THRU BOLTS 18"X18"X3 4"TH. HDG. STEEL TOP PLATE 10X12 TIMBER EDGE STRINGER A B C D E PROPOSED MAIN PIER SECTION B-B' SCALE: 1" = 2' 0 2 4 8 SCALE IN FEET 6X8 RAIL POST AT ADA ACCESS LOCATIONS (TYP). PROPOSED T-PIER SECTION C-C' SCALE: 1" = 2' TYPICAL PROPOSED LONGITUDINAL SECTION SCALE: 1" = 2' NOTE: SOLID TIMBER BLOCKING SHALL BE INSTALLED BETWEEN STRINGERS (NOT SHOWN) NOTE: SOLID TIMBER BLOCKING SHALL BE INSTALLED BETWEEN STRINGERS (NOT SHOWN) 16" Ø X 58" TH. STEEL PIPE PILES, COAL-TAR EPOXY EXTERIOR COATING, ROCK-SOCKETED INTO LEDGE, CONCRETE-FILLED (TYP.) STEEL CROSS-BRACING (TYP.) 0 1 2 4 SCALE IN FEET 6X8 RAIL POST GALV. STEEL INSERT 1 2"X1" - 1 2"X4" GALV. ANGLE SLOTTED HOLE 1 2" HOT DIPPED GALV. BOLTS (TYP.) 1.9" O.D. GALV. STEEL PIPE PVC SLEEVE 6X8 RAIL POST 7 16" DIA. X 4" S.S PIN 1 2" DRILLED HOLE GLUED WOOD PLUG S.S. CAP PVC SLEEVE 1 2" DIA. HOLE WITH 7 16" S.S. PIN 8"X16" UHMW 1 2" THICK 1 4" S.S. BOLT, 2/SIDE COUNTERSUNK, TOP 1 4" S.S. BRACKET, WITH 3 8" S.S. BOLTS 16" 1 4" S.S. BRACKET, WITH 3 8" S.S. THRU BOLTS 2X4 TOE RAIL ON 5/4 "X12" SPACER @ 3' MAX O.C.; AND ENDS & 2 EACH 1 2" X 4" SST C-SUNK LAG BOLT AT ENDS & EVERY SPACER 2'-10" 8" 3" DETAIL 1: INSERT CONNECTION DETAIL SCALE: 1" = 1/2' DETAIL 2: GALVANIZED STEEL INSERT SCALE: 1" = 1' DETAIL 3: PIPE RAIL CONNECTION SECTION SCALE: 1" = 1/2' BAIT CUTTING BOARD (7 TOTAL) SCALE: 1" = 1' NOTE: 1. THERE SHALL BE 5 BAIT CUTTING BOARDS LOCATED ON THE T-PIER AND 2 BAIT CUTTING BOARDS LOCATED ON THE MAIN PIER (7 TOTAL). LOCATIONS SHALL BE VERIFIED BY ENGINEER IN FIELD. NOTE: 1. ALL BOLTS & PLATES IN CONTACT WITH ACQ TIMBER (RAILING POSTS) SHALL HAVE PVC SLEEVES & PVC FLAT STOCK TO PREVENT HARDWARE CONTACT WITH ACQ POST. 3" MIN, 4" MAX, OPENING (SHALL BE CONSISTENT) 3 8" 1 1 2" 2" 1 2" 3 8" CONT. FILLET WELD BOTH SIDES, TOP & BOTTOM 2" 3 8" 16" Ø X 5 8" TH., CONCRETE FILLED, COAL TAR EPOXY COATED, STEEL PIPE PILE (LENGTH VARIES) EXISTING GRADE (ELEVATION/CONDITION VARIES) TOP OF ROCK (ELEVATION/DEPTH VARIES) 6' (MIN.) DEPTH VARIES ANNULAR SPACE FILLED WITH GROUT (TYP.) ROCK SOCKET NOTES 1. ESTIMATED MUDLINE ELEVATIONS AND BEDROCK ELEVATIONS ARE ASSUMED BASED ON HYDROGRAPHIC SURVEY AND LIMITED SUBSURFACE EXPLORATIONS. ACTUAL CONDITIONS WILL VARY. 2. CONTRACTOR SHALL ENSURE THAT GROUT IS PLACED SO AS TO FILL THE ANNULAR SPACE AROUND THE PILE THROUGHOUT THE LENGTH OF THE ROCK SOCKET AND ANY VOIDS IN THE OVERBURDEN BEFORE REMOVING TEMPORARY DRILL CASING, IF USED. ROCK SOCKET (TYP.) MINIMUM 18" Ø SCALE: 1" = 1' PILE ROCK SOCKET DETAIL SCALE: 1" = 4' 0 0.5 1 2 SCALE IN FEET 0 0.25 0.5 1 SCALE IN FEET 9"X9"X12" TH. BENT HDG. PLATE CONNECTOR, 16" LONG, EACH SIDE OF 10X12 EDGE STRINGER AT PILE CAP, (X4) HORIZONTAL AND (X4) VERTICAL THRU BOLTS - EACH LOCATION ---PAGE BREAK--- REINFORCED LACING GROMMETS 22 OZ / YD, PVC COATED, POLYESTER IMPERVIOUS SKIRT FLOTATION 5/16" GALVANIZED STEEL BALLAST CHAIN 12" DEPTH AS REQUIRED CLOSED CELL FOAM FLOTATION 22 OZ PVC COATED POLYESTER BASE FABRIC 5/16" DIA. PVC COATED 7 x 19 TENSION CABLE HEAT SEALED SEAMS THROUGHOUT TOOL FREE ALUMINUM UNIVERSAL END CONNECTORS (OIL BOOM TYPE) SHEET NO. PREPARED BY: PREPARED FOR: PROJECT NO. DATE: REVISION NO. DESIGNED BY: PROJ MGR: DRAWN BY: REVIEWED BY: CHECKED BY: SCALE: GZA-\\GZAAmesbury\Jobs\174900's\18.0174941.00 DMF Salem Willows Handicap Fishing Pier\Figures\CAD\Phase 2 CONSTRUCTION\18.0174941.00 - Phase 2 NOI (Feb.2023).dwg [5.-PR ADD DETAILS] February 09, 2023 - 1:34pm alexander.karp C - GZA GeoEnvironmental, Inc. NO. ISSUE/DESCRIPTION DATE BY GZA GeoEnvironmental, Inc. Engineers and Scientists www.gza.com 2023 DMF-21002 RECREATIONAL FISHING PIER SALEM WILLOWS PARK SALEM, MASSACHUSETTS PHASE 2: PROPOSED ABUTMENT AND SEAWALL DETAILS COMMONWEALTH OF MASSACHUSETTS DIVISION OF MARINE FISHERIES 836 S. RODNEY FRENCH BLVD. NEW BEDFORD, MASSACHUSETTS 02740 AND THE CITY OF SALEM, MASSACHUSETTS FEBRUARY, 2023 18.0174941.00 DRAWING 5 5 OF 5 DAS AJK ABB AJP/AJK ABB AS SHOWN 0 2.5 5 10 SCALE IN FEET 0 1 2 4 SCALE IN FEET TYPICAL DETAIL FLOATING BOOM WITH TURBIDITY CURTAIN NOT TO SCALE PROPOSED PAVEMENT SECTION NOT TO SCALE PROPOSED CONCRETE ABUTMENT CROSS SECTIONS SCALE: 1" = 2' 2' 2"X4" CONT. KEYWAY 4'-4" 1' 6-#4@ EQ. SPA. E.F. 3" CLR. TYP. 12" O.C. WITH STD. HOOK 12" O.C. 6' 1.5'" HOT MIX ASPHALT FINISH COURSE (SSC-9.5) 2.5" HOT MIX ASPHALT INTERMEDIATE (BINDER) COURSE (SIC-19.0) 12" MINIMUM COMPACTED GRAVEL BASE MHD M.1.03.1 12" MINIMUM COMPACTED SUB-BASE GRAVEL BORROW TYPE B MHD M.1.03.0 EXISTING SUB-SOIL NOTES: THE SOIL MUST HAVE A MOISTURE CONTENT DRY OF OPTIMUM AS DETERMINED BY THE MOISTURE-DENSITY RELATIONSHIP TEST METHOD ASTM D1557. THE SOIL CAN BE COMPACTED TO 98% OF THE MAXIMUM STANDARD PROCTOR DENSITY AS DETERMINED BY THE MOISTURE-DENSITY RELATIONSHIP TEST METHOD ASTM D698 THE SOIL SHALL NOT BE USED IF THE MATERIAL CONTAINS ORGANIC MATTER, RUBBLE, DEBRIS OR ANY OTHER DELETERIOUS MATERIAL. PROPOSED DECORATIVE REMOVABLE BOLLARD SCALE: 1" = 1' 24" 36" 18" 4" 5" Ø SCH 10 PIPE HOT DIP GALVANIZED RECEIVER 4" BASE COLLAR PROPOSED ALTERNATIVE ACCESS RAMP SECTION SCALE: 1" = 5' 5'X12' 6" TO 12" TH. REINFORCED CONCRETE LANDING PAD PIER RAIL SYSTEM WITH ADA-COMPLIANT GRIPS REINFORCED CONCRETE ABUTMENT (TYP.) 1V:12H CONCRETE ACCESS RAMP RISE: 1.7'± RUN: 20.3'± PROPOSED STEEL-PILE SUPPORTED PIER EXISTING GRADE REMOVABLE BOLLARD (TYP.) 1' 2" Ø PIPE GRIPS PROPOSED SEAWALL REPLACEMENT SECTION SCALE: N.T.S LEAN CONC. MUDSLAB LEVEL COURSE WITH ROUGH FINISH FOR BOND FROM BASE OF WALL TO ROCK AS NECESSARY STEEL DOWELS, DRILLED AND GROUTED INTO ROCK (TYP.) 4" WIDE WEEPHOLE (TYP.) STEEL REINFORCING CONCRETE COVER) (TYP.) CAST-IN-PLACE REINFORCED CONCRETE WALL EXISTING PARAPET AND STONE WALL (DEMOLISH AND REMOVE) NON-WOVEN FILTER FABRIC MIRAFI 140N OR EQUIVALENT (TYP.) CRUSHED STONE (TYP.) 1H 4V 1H 12V 42" NEW RAILING TO MATCH PIER RAILING (TYP.) MHW = 4.2 3' 12' MAX BASE VARIES BY HEIGHT, MAINTAIN CONSISTENT BATTER E.F. EXISTING GRADE VARIES ROCK VARIES FEMA 100-YR FLOOD = 16.0 TOW = 13.0 ± 2" SCUPPER SET TO FINISHED GRADE (TYP.) SAND-GRAVEL BACK FILL APPROXIMATE LIMIT OF EXCAVATION (TYP.) PROVIDE SHORING AND PROTECT AS REQUIRED EXISTING CONCRETE AND STONE SEAWALL (DEMOLISH AND REMOVE) EXISTING GRADE (TYP.) TO BE RESTORED WITH IN-KIND BITUMINOUS PAVEMENT OR TEMPORARILY STABILIZED WITH EXPOSED GRAVEL SUBGRADE FOR PROPOSED PARK IMPROVEMENTS BY OTHERS (TYP.) STONE-FILLED GABION MATTRESS 3' WIDE BY 1' THICK (TYP.) NOTE: ACCESS RAMP ALTERNATIVES MAY BE CONSTRUCTED OF CONCRETE (SHOWN) OR FILL OR TIMBER (NOT SHOWN) AND WILL GENERALLY OCCUPY THE SAME FOOTPRINT AS INDICATED.