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PROJECT LOCATIONS LEAVITT ST. CONGRESS ST. PEABODY ST. HARBOR ST. WARD ST. CONGRESS ST. DR BY: CHK BY: PROJ NO: DATE: SCALE: SHT NO: SHEET NAME: REV DESCRIPTION DATE PROJECT INFO CLIENT INFO NORTH CONGRESS STREET AREA SURFACE IMPROVEMENTS PO BOX 2185 DANVERS, MA 01923 WWW.gobobrek.COM CITY OF SALEM ENGINEERING DEPARTMENT 98 WASHINGTON ST SALEM, MA 01970 SHEET COVER C-000 1"=50' APRIL 2023 20-004.02 JPB BTP SHEET INDEX: SHEET No. DESCRIPTION C-000 COVER SHEET C-100 HARBOR STREET I C-101 HARBOR STREET II C-200 PEABODY STREET C-201 PEABODY @ WARD STREET C-202 CONGRESS STREET C-300 CIVIL DETAILS PLAN I C-301 CIVIL DETAILS PLAN II C-400 ALT 1 PEABODY STREET C-401 ALT 1 PEABODY @ WARD STREET C-500 ALT 2 LEAVITT AT CONGRESS STREET L-1.00 PLANTING & FURNISHINGS PLAN L2.00 LANDSCAPE DETAILS CONGRESS STREET AREA SURFACE IMPROVEMENTS PROJECT FOR CITY OF SALEM, MA ENGINEERING DEPARTMENT APRIL 2023 25 100 FEET 50 0 SCALE = 1":50' ---PAGE BREAK--- PROVIDE NEW CEMENT CONCRETE DRIVEWAY, TYP. REMOVE & RESET EXISTING GRANITE CURBING. PROVIDE 6" REVEAL, TYP. INSTALL NEW CEMENT CONCRETE SIDEWALK W/2% MAX. SLOPE, TYP. 20' PRINCE STREET PARK STREET HARBOR STREET 21' INSTALL NEW ADA ACCESSIBLE CURB RAMPS, DETECTABLE WARNING PANELS, AND GRANITE CURBING. INSTALL NEW GRANITE CURB 'BUMPOUTS' WITH ADA ACCESSIBLE CURB RAMPS, DETECTABLE WARNING PANELS, GRANITE CURBING,& CEMENT CONCTETE. PROVIDE NEW GRANITE DRIVEWAY CORNERS, TYP. INSTALL NEW CEMENT CONCRETE SIDEWALK W/2% MAX. SLOPE, TYP. REMOVE & RESET EXISTING GRANITE CURBING. PROVIDE 6" REVEAL, TYP. FOR CONTINUATION OF WORK SEE SHEET C-202 LIMIT OF WORK HARBOR STREET LIMIT OF WORK, TYP. LIMIT OF WORK INSTALL NEW ADA ACCESSIBLE CURB RAMPS, DETECTABLE WARNING PANELS, AND GRANITE CURBING. ALL NEW ADA ESSIBLE CURB DETECTABLE PANELS, AND ITE CURBING. LIMIT OF WORK - CONGRESS STREET ALTERNATE A SEE SHEET C-202 CONGRESS STREET FULL WIDTH ROADWAY MILLING AND OVERLAY CURB TO CURB WITHIN LIMITS OF WORK GRASS STRIP REMOVE EXISTING BOLALRDS, TYP. SHIM GRADES AT TRANSITION AREA TO PROMOTE DRAINAGE FULL WIDTH ROADWAY MILLING AND OVERLAY CURB TO CURB WITHIN LIMITS OF WORK 2.4' 2.4' L=2', R=3' L=10' L=4' L=4' L=8' L=8' L=4' L=2', R=3' L=9' L=2', R=3' L=3' L=6', R=8' L=8' L=2', R=3' L=10' L=10' L=11' L=8', R=5' L=2', R=3' L=2', R=3' L=2', R=3' L=1' L=4' PROPOSED 8' WIDE CROSSWALK STRIPING TO MATCH EXISTING ON CONGRESS STREET, TYP, DR BY: CHK BY: PROJ NO: DATE: SCALE: SHT NO: SHEET NAME: REV DESCRIPTION DATE PROJECT INFO CLIENT INFO NORTH CONGRESS STREET AREA SURFACE IMPROVEMENTS PO BOX 2185 DANVERS, MA 01923 WWW.gobobrek.COM CITY OF SALEM ENGINEERING DEPARTMENT 98 WASHINGTON ST SALEM, MA 01970 10 40 FEET 20 0 SCALE = 1":20' C-100 1"=20' MARCH 2023 20-004.02 JPB BTP MATCH LINE SEE SHEET C-101 NOTES 1. BASE MAPPING OF THE PROJECT SITE IS A RESULT OF MASSGIS ORTHOIMAGERY AND SURVEY DONE BY SAMIOTES CONSUTLANTS INC OF FRAMINGHAM, MA DATED MAY 10, 2014. LOCATIONS OF EXISTING SITE FEATURES SHALL BE CONSIDERED APPROXIMATE. 2. CONTRACTOR IS TO NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH PROPOSED WORK. 3. THIS PLAN DOES NOT NECESSARILY DEPICT THE EXACT LOCATION AND SIZE OF ALL UTILITIES WHICH MAY EXIST AT THIS TIME INSIDE OR OUTSIDE OF EXISTING OR PROPOSED BUILDINGS, ON THE SUBJECT PROPERTY, WITHIN THE STREET RIGHT-OF-WAY, OR ON ABUTTING LOTS. 4. THE ADJACENT ABUTTER(S) MUST BE NOTIFIED PRIOR TO THE START OF CONSTRUCTION. 5. CONTACT THE CITY OF SALEM FOR THE MARKING OF SALEM MUNICIPAL UTILITIES, CONTACT DIG-SAFE AT 1-[PHONE REDACTED] OR 1-[PHONE REDACTED] AT LEAST 72 HOURS PRIOR TO EXCAVATION. 6. DURING EXCAVATION AND CONSTRUCTION OF PIPES AND STRUCTURES, TRENCHES MUST BE ADEQUATELY BRACED AND PROTECTED AGAINST CAVE-IN. 7. CONTRACTOR SHALL REFER TO MASSDOT 1988 STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES FOR PRODUCT AND MATERIAL GUIDELINES. HARBOR STREET I CURB TIE & PAVEMENT MARKINGS SCALE 1"=10' ---PAGE BREAK--- PROVIDE NEW GRANITE DRIVEWAY CORNERS, TYP. PARK STREET SALEM STREET HARBOR STREET 13' 10' 19' 15' 10' 21' PROVIDE NEW CEMENT CONCRETE DRIVEWAY, TYP. LIMIT OF WORK LIMIT OF MILL & OVERLAY LIMIT OF WORK, TYP. INSTALL NEW ADA ACCESSIBLE CURB RAMPS, DETECTABLE WARNING PANELS, AND GRANITE CURBING. INSTALL NEW CEMENT CONCRETE SIDEWALK W/2% MAX. SLOPE, TYP. REMOVE & RESET EXISTING GRANITE CURBING. PROVIDE 6" REVEAL, TYP. INSTALL NEW ADA ACCESSIBLE CURB RAMPS, DETECTABLE WARNING PANELS, AND GRANITE CURBING. INSTALL NEW ADA ACCESSIBLE CURB RAMPS, DETECTABLE WARNING PANELS, AND GRANITE CURBING DR BY: CHK BY: PROJ NO: DATE: SCALE: SHT NO: SHEET NAME: REV DESCRIPTION DATE PROJECT INFO CLIENT INFO NORTH CONGRESS STREET AREA SURFACE IMPROVEMENTS PO BOX 2185 DANVERS, MA 01923 WWW.gobobrek.COM CITY OF SALEM ENGINEERING DEPARTMENT 98 WASHINGTON ST SALEM, MA 01970 10 40 FEET 20 0 SCALE = 1":20' C-101 1"=20' MARCH 2023 20-004.02 JPB BTP MATCH LINE SEE SHEET C-100 NOTES 1. BASE MAPPING OF THE PROJECT SITE IS A RESULT OF MASSGIS ORTHOIMAGERY. LOCATIONS OF EXISTING SITE FEATURES SHALL BE CONSIDERED APPROXIMATE. 2. CONTRACTOR IS TO NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH PROPOSED WORK. 3. THIS PLAN DOES NOT NECESSARILY DEPICT THE EXACT LOCATION AND SIZE OF ALL UTILITIES WHICH MAY EXIST AT THIS TIME INSIDE OR OUTSIDE OF EXISTING OR PROPOSED BUILDINGS, ON THE SUBJECT PROPERTY, WITHIN THE STREET RIGHT-OF-WAY, OR ON ABUTTING LOTS. 4. THE ADJACENT ABUTTER(S) MUST BE NOTIFIED PRIOR TO THE START OF CONSTRUCTION. 5. CONTACT THE CITY OF SALEM FOR THE MARKING OF SALEM MUNICIPAL UTILITIES, CONTACT DIG-SAFE AT 1-[PHONE REDACTED] OR 1-[PHONE REDACTED] AT LEAST 72 HOURS PRIOR TO EXCAVATION. 6. DURING EXCAVATION AND CONSTRUCTION OF PIPES AND STRUCTURES, TRENCHES MUST BE ADEQUATELY BRACED AND PROTECTED AGAINST CAVE-IN. 7. CONTRACTOR SHALL REFER TO MASSDOT 1988 STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES FOR PRODUCT AND MATERIAL GUIDELINES. HARBOR STREET II ---PAGE BREAK--- 20' PEABODY STREET 14' 25' 24' 25' 9' INSTALL NEW ASPHALT RAISED CROSSWALK WITH NEW ADA ACCESSIBLE CURB RAMPS, DETECTABLE WARNING PANELS, AND GRANITE CURBING. NEW GUTTER INLET. CONNECT TO EXISTING CATCH BASIN WITH 12" PVC PIPING PROPOSED MILL AND OVERLAY PROPOSED CHANGE IN TYPE (EXISTING CATCH BASIN TO DRAIN MANHOLE) MAINTAIN EXISTING CEMENT CONCRETE SIDEWALK & GRANITE CURBING THIS SIDE OF STREET, TYP. PROVIDE NEW CEMENT CONCRETE DRIVEWAY, TYP. NEW CATCH BASIN. CONNECT TO EXISTING DRAIN MANHOLE WITH 12" PVC PIPE, TYP. REMOVE & RESET EXISTING GRANITE CURBING. PROVIDE 6" REVEAL, TYP. PROVIDE NEW GRANITE DRIVEWAY CORNERS, TYP. INSTALL VERTICAL GRANITE CURBING AT EXISTING DRIVEWAY OPENING INSTALL NEW CEMENT CONCRETE SIDEWALK W/2% MAX. SLOPE, THIS SIDE ONLY, TYP. INSTALL NEW CEMENT CONCRETE SIDEWALK W/2% MAX. SLOPE, TYP. MAINTAIN EXISTING CEMENT CONCRETE SIDEWALK & GRANITE CURBING THIS SIDE OF STREET, TYP. PROVIDE NEW GRANITE DRIVEWAY CORNERS. REMOVE AND RESET EXISTING GRANITE CURBING, AS NECESSARY TYP. MAINTAIN EXISTING CATCH BASIN CHAPTER 91 JURISDICTIONAL LINE FEMA 100-YEAR FLOODPLAIN; EL. 10' LIMIT OF WORK - PEABODY STREET REMOVE & RESET EXISTING GRANITE CURBING PATCH DRIVEWAYS AS NECESSARY TO MEET EXISTING GRADES, TYP. DR BY: CHK BY: PROJ NO: DATE: SCALE: SHT NO: SHEET NAME: REV DESCRIPTION DATE PROJECT INFO CLIENT INFO NORTH CONGRESS STREET AREA SURFACE IMPROVEMENTS PO BOX 2185 DANVERS, MA 01923 WWW.gobobrek.COM CITY OF SALEM ENGINEERING DEPARTMENT 98 WASHINGTON ST SALEM, MA 01970 10 40 FEET 20 0 SCALE = 1":20' C-200 1"=20' MARCH 2023 20-004.02 JPB BTP MATCH LINE SEE SHEET C-201 NOTES 1. BASE MAPPING OF THE PROJECT SITE IS A RESULT OF MASSGIS ORTHOIMAGERY AND AN ON THE GROUND SURVEY DONE BY WSP OF MERRIMACK, NH LOCATIONS OF EXISTING SITE FEATURES SHALL BE CONSIDERED APPROXIMATE. 2. CONTRACTOR IS TO NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH PROPOSED WORK. 3. THIS PLAN DOES NOT NECESSARILY DEPICT THE EXACT LOCATION AND SIZE OF ALL UTILITIES WHICH MAY EXIST AT THIS TIME INSIDE OR OUTSIDE OF EXISTING OR PROPOSED BUILDINGS, ON THE SUBJECT PROPERTY, WITHIN THE STREET RIGHT-OF-WAY, OR ON ABUTTING LOTS. 4. THE ADJACENT ABUTTER(S) MUST BE NOTIFIED PRIOR TO THE START OF CONSTRUCTION. 5. CONTACT THE CITY OF SALEM FOR THE MARKING OF SALEM MUNICIPAL UTILITIES, CONTACT DIG-SAFE AT 1-[PHONE REDACTED] OR 1-[PHONE REDACTED] AT LEAST 72 HOURS PRIOR TO EXCAVATION. 6. DURING EXCAVATION AND CONSTRUCTION OF PIPES AND STRUCTURES, TRENCHES MUST BE ADEQUATELY BRACED AND PROTECTED AGAINST CAVE-IN. 7. CONTRACTOR SHALL REFER TO MASSDOT 1988 STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES FOR PRODUCT AND MATERIAL GUIDELINES. PEABODY STREET SURFACE IMPROVEMENTS ---PAGE BREAK--- CONGRESS STREET 20' PEABODY STREET RETAIN EXISTING CB AS BIOSWALE OVERFLOW 14' 24' 9' WARD STREET PROVIDE NEW VERTICAL GRANITE CURBING WITH 6" REVEAL REMOVE & RESET EXISTING GRANITE CURBING. INSTALL NEW ADA ACCESSIBLE CURB RAMPS, DETECTABLE WARNING PANELS, AND GRANITE CURBING. INSTALL NEW CEMENT CONCRETE SIDEWALK W/2% MAX. SLOPE, TYP. REFER TO LANDSCAPE PLAN FOR DETAILS ON PARK AREA INSTALL NEW ADA ACCESSIBLE CURB RAMPS, DETECTABLE WARNING PANELS, AND GRANITE CURBING. PROPOSED MILL AND OVERLAY PROVIDE NEW CEMENT CONCRETE DRIVEWAY, TYP. ESET EXISTING BING. PROVIDE " REVEAL, TYP. INSTALL VERTICAL GRANITE CURBING AT EXISTING DRIVEWAY OPENING INSTALL NEW CEMENT CONCRETE SIDEWALK W/2% MAX. SLOPE, THIS SIDE ONLY, TYP. EW CEMENT E SIDEWALK . SLOPE, TYP. MAINTAIN EXISTING CEMENT CONCRETE SIDEWALK & GRANITE CURBING THIS SIDE OF STREET, TYP. PROVIDE NEW GRANITE DRIVEWAY CORNERS. REMOVE AND RESET EXISTING GRANITE CURBING, AS NECESSARY TYP. MAINTAIN AND PROTECT ALL EXISTING TREES, TYP. LIMIT OF WORK CONGRESS STREET ADD ALT B REMOVE & RESET EXISTING GRANITE CURBING. FULL WIDTH ROADWAY MILLING AND OVERLAY CURB TO CURB, WITHIN LIMITS OF WORK NEW GUTTER INLET FULL WIDTH ROADWAY MILLING AND OVERLAY CURB TO CURB, WITHIN LIMITS OF WORK INSTALL "BUMPOUT" INCLUDING NEW ADA ACCESSIBLE CURB RAMPS, DETECTABLE WARNING PANELS, AND GRANITE CURBING. ABANDON EXISTING WATER VALVE ABANDON EXISTING WATER VALVE REMOVE AND REPLACE CB; RECONNECT TO EXISTING PIPES WITH 12" PVC SHIM ASPHALT AT TRANSITION AREA TO PROMOTE DRAINAGE, TYP. NEW GUTTER INLET CONNECT TO EXISTING DRAINAGE STRUCTURE WITH 12" PVC PIPE. NEW DEEP SUMP CB & BIO-SWALE; CONNECT UNDERDRAIN TO EXISTING DRAINAGE STRUCTURE CHAPTER 91 JURISDICTIONAL LINE FEMA 100-YEAR FLOODPLAIN; EL. 10' LIMIT OF WORK PATCH DRIVEWAYS AS NECESSARY TO MEET EXISTING GRADES, TYP. MATCH EXISTING GRADES AT PATHS & DRIVEWAYS, TYP. NEW ELECTRICAL PULL BOX & CONDUIT TO NEW LIGHT POLES CHAPTER 91 JURISDICTIONAL LINE FEMA 100-YEAR FLOODPLAIN; EL. 10' 29' 14.8' L=20', R=15' L=80' L=25', R=15' L=45' L=5' L=5' L=7' L=5', R=7' L=6', R=6' L=4', R=5' L=5' L=5', R=7' L=2' L=5' L=5' L=9' L=16', R=10' L=2' L=4' L=4' STRIPING TO MATCH EXISTING ON CONGRESS STREET, TYP. PROPOSED 8' WIDE CROSSWALK PROPOSED 8' WIDE CROSSWALK 29' 14.8' L=80' L=25', R=15' L=45' L=5' L=5' L=7' L=5', R=7' L=6', R=6' L=4', R=5' L=5' L=5', R=7' L=2' L=5' L=5' L=9' L=16', R=10' L=2' L=4' L=4' STRIPING TO MATCH EXISTING ON CONGRESS STREET, TYP. PROPOSED 8' WIDE CROSSWALK PROPOSED 8' WIDE CROSSWALK DR BY: CHK BY: PROJ NO: DATE: SCALE: SHT NO: SHEET NAME: REV DESCRIPTION DATE PROJECT INFO CLIENT INFO NORTH CONGRESS STREET AREA SURFACE IMPROVEMENTS PO BOX 2185 DANVERS, MA 01923 WWW.gobobrek.COM CITY OF SALEM ENGINEERING DEPARTMENT 98 WASHINGTON ST SALEM, MA 01970 10 40 FEET 20 0 SCALE = 1":20' C-201 1"=20' MARCH 2023 20-004.02 JPB BTP MATCH LINE SEE SHEET C-202 MATCH LINE SEE SHEET C-200 PEABODY @ WARD STREET SURFACE IMPROVEMENTS NOTES 1. BASE MAPPING OF THE PROJECT SITE IS A RESULT OF MASSGIS ORTHOIMAGERY AND AN ON THE GROUND SURVEY DONE BY WSP OF MERRIMACK, NH LOCATIONS OF EXISTING SITE FEATURES SHALL BE CONSIDERED APPROXIMATE. 2. CONTRACTOR IS TO NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH PROPOSED WORK. 3. THIS PLAN DOES NOT NECESSARILY DEPICT THE EXACT LOCATION AND SIZE OF ALL UTILITIES WHICH MAY EXIST AT THIS TIME INSIDE OR OUTSIDE OF EXISTING OR PROPOSED BUILDINGS, ON THE SUBJECT PROPERTY, WITHIN THE STREET RIGHT-OF-WAY, OR ON ABUTTING LOTS. 4. THE ADJACENT ABUTTER(S) MUST BE NOTIFIED PRIOR TO THE START OF CONSTRUCTION. 5. CONTACT THE CITY OF SALEM FOR THE MARKING OF SALEM MUNICIPAL UTILITIES, CONTACT DIG-SAFE AT 1-[PHONE REDACTED] OR 1-[PHONE REDACTED] AT LEAST 72 HOURS PRIOR TO EXCAVATION. 6. DURING EXCAVATION AND CONSTRUCTION OF PIPES AND STRUCTURES, TRENCHES MUST BE ADEQUATELY BRACED AND PROTECTED AGAINST CAVE-IN. 7. CONTRACTOR SHALL REFER TO MASSDOT 1988 STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES FOR PRODUCT AND MATERIAL GUIDELINES. CURB TIE & PAVEMENT MARKINGS SCALE 1"=10' ---PAGE BREAK--- CONGRESS STREET 19' 12' HARBOR STREET REMOVE & RESET EXISTING GRANITE CURBING, TYP. PROVIDE NEW CEMENT CONCRETE DRIVEWAY, TYP. PROVIDE NEW GRANITE DRIVEWAY CORNERS, TYP. INSTALL NEW ADA ACCESSIBLE CURB RAMPS, DETECTABLE WARNING PANELS, AND GRANITE CURBING. INSTALL NEW CEMENT CONCRETE SIDEWALK W/2% MAX. SLOPE, TYP. HARBOR STREET SEE SHEET NO. C-100 FOR ADDITIONAL INFORMATION ON HARBOR STREET SURFACE IMPROVEMENTS CONGRESS STREET ALTERNATE A FULL WIDTH ROADWAY MILLING AND OVERLAY CURB TO CURB, WITHIN LIMITS OF WORK PROPOSED TREE BOX FILTER WITH CURB CUT FEMA 100-YEAR FLOODPLAIN; EL. 10' DR BY: CHK BY: PROJ NO: DATE: SCALE: SHT NO: SHEET NAME: REV DESCRIPTION DATE PROJECT INFO CLIENT INFO NORTH CONGRESS STREET AREA SURFACE IMPROVEMENTS PO BOX 2185 DANVERS, MA 01923 WWW.gobobrek.COM CITY OF SALEM ENGINEERING DEPARTMENT 98 WASHINGTON ST SALEM, MA 01970 10 40 FEET 20 0 SCALE = 1":20' C-202 1"=20' MARCH 2023 20-004.02 JPB BTP MATCH LINE SEE SHEET C-201 CONGRESS STREET SURFACE IMPROVEMENTS NOTES 1. BASE MAPPING OF THE PROJECT SITE IS A RESULT OF MASSGIS ORTHOIMAGERY AND AN ON THE GROUND SURVEY DONE BY WSP OF MERRIMACK, NH LOCATIONS OF EXISTING SITE FEATURES SHALL BE CONSIDERED APPROXIMATE. 2. CONTRACTOR IS TO NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH PROPOSED WORK. 3. THIS PLAN DOES NOT NECESSARILY DEPICT THE EXACT LOCATION AND SIZE OF ALL UTILITIES WHICH MAY EXIST AT THIS TIME INSIDE OR OUTSIDE OF EXISTING OR PROPOSED BUILDINGS, ON THE SUBJECT PROPERTY, WITHIN THE STREET RIGHT-OF-WAY, OR ON ABUTTING LOTS. 4. THE ADJACENT ABUTTER(S) MUST BE NOTIFIED PRIOR TO THE START OF CONSTRUCTION. 5. CONTACT THE CITY OF SALEM FOR THE MARKING OF SALEM MUNICIPAL UTILITIES, CONTACT DIG-SAFE AT 1-[PHONE REDACTED] OR 1-[PHONE REDACTED] AT LEAST 72 HOURS PRIOR TO EXCAVATION. 6. DURING EXCAVATION AND CONSTRUCTION OF PIPES AND STRUCTURES, TRENCHES MUST BE ADEQUATELY BRACED AND PROTECTED AGAINST CAVE-IN. 7. CONTRACTOR SHALL REFER TO MASSDOT 1988 STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES FOR PRODUCT AND MATERIAL GUIDELINES. ---PAGE BREAK--- DR BY: CHK BY: PROJ NO: DATE: SCALE: SHT NO: SHEET NAME: REV DESCRIPTION DATE PROJECT INFO CLIENT INFO NORTH CONGRESS STREET AREA SURFACE IMPROVEMENTS PO BOX 2185 DANVERS, MA 01923 WWW.gobobrek.COM CITY OF SALEM ENGINEERING DEPARTMENT 98 WASHINGTON ST SALEM, MA 01970 DETAILS I CIVIL C-300 AS NOTED MARCH 2023 PLAN NO. 1 JPB BTP 2'-0" 4'-0" 4'-0" PLAN SECTION A-A 2'-0" 4'-0" 4' MINIMUM SUMP DEPTH UNLESS OTHERWISE NOTED HOOD OR INSERT AS REQUIRED 6" MINIMUM THICKNESS COAT WITH COATS OF BITUMINOUS DAMPROOFING BUTYL RUBBER JOINT (TYP.) STANDARD PRECAST BARREL SECTION COMBINATIONS OF 2' 3' OR 4' AS NEEDED TO BRING CATCH BASIN RIM TO REQUIRED ELEVATION SEAL ALL INTERIOUR AND EXTERIOR JOINTS WITH HYDRAULIC CEMENT GRANITE CURB SHALL BE CUT AS REQUIRED TO SET CATCHBASIN 8" MINIMUM THICKNESS (H20 LOADING) TOP OF CURB GRANITE CURB SHALL BE CUT AS REQUIRED TO SET CATCH BASIN 4'-0" STANDARD PRECAST BASE IN 3' (MIN) 12" (MIN) OF 3/4" CRUSHED STONE BEDDING UNLESS OTHERWISE NOTED FLEXIBLE WATERTIGHT SLEEVE REQUIRED FOR PVC AND DI. USE NON SHRINK GROUT FOR RCP CONNECTIONS. CAST OPENING IN STRUCTURE (TYP) FINISHED ROAD GRADE SET CASTING IN GROUT AND GROUT ALL AROUND TO 4" ABOVE FLANGE (UNLESS OTHERWISE NOTED) OUTLET PIPE 24" SLAB OPENING WITH CASCADE GRATES (DOUBLE) PER SPECIFICATIONS. USE BRICK COURSES AS NEEDED TO BRING MANHOLE RIM TO REQUIRED ELEVATION (MAX 3 COURSES OF BRICK) SEAL INSIDE AND OUTSIDE OF BRICK WITH HYDRAULIC CEMENT OUTLET PIPE 5" MINIMUM WALL THICKNESS SEAL ALL HOLES WITH HYDRAULIC CEMENT CLASS A CONCRETE (REFER TO GRANITE CURB DETAIL) CATCH BASIN NOT TO SCALE 12" COMPACTED GRAVEL SUBGRADE 4" BINDER TEMPORARY TRENCH PAVEMENT NOT TO SCALE SECTION A-A PLAN 18" MAX MANHOLE DIAMETER 12" (MIN.) OF 3/4" CRUSHED STONE UNLESS OTHERWISE INDICATED ON PROFILE MIN. BUTYL RUBBER JOINT (TYP.) SEAL ALL HOLES WITH HYDRAULIC CEMENT BRICK TABLE UNDISTURBED MATERIAL COAT WITH COATS OF BITUMINOUS DAMPPROOFING 2'-6" Ø OPENING 30" STANDARD MANHOLE FRAME & COVER (UNLESS NOTED OTHERWISE) TO BE MARKED "DRAIN" OR "SEWER" AS APPLICABLE 30" STANDARD MANHOLE FRAME & COVER (UNLESS NOTED OTHERWISE) SET CASTING IN GROUT AND GROUT ALL AROUND TO 4" ABOVE THE FLANGE (UNLESS NOTED OTHERWISE) FLOW FLOW FLEXIBLE WATERTIGHT SLEEVE REQUIRED FOR PVC AND DI. USE NON SHRINK GROUT FOR RCP CONNECTIONS. CAST OPENING IN STRUCTURE. (TYP.) 3000 PSI CONCRETE STANDARD PRECAST BASE IN 3' (MIN.) STANDARD PRECAST BARREL SECTION COMBINATIONS OF 3' OR 4' AS NEEDED TO BRING MANHOLE RIM TO REQUIRED ELEVATION (SEE MANHOLE GENERAL NOTE 4) STANDARD PRECAST ECCENTRIC OR CONCENTRIC CONE SECTION, OR FLAT TOP (AS REQUIRED) SEAL ALL INTERIOR AND EXTERIOR JOINTS WITH HYDRAULIC CEMENT 8" FINISH GRADE PLACE JOINT OR COUPLING WITHIN 3' OF WALL ON ALL PIPES USE BRICK COURSES AS NEEDED TO BRING MANHOLE RIM TO REQUIRED ELEVATION (MAX 3 COURSES OF BRICKS) SEAL INSIDE AND OUTSIDE OF BRICK WITH HYDRAULIC CEMENT GRAVITY SEWER OR GRAVITY DRAIN (SIZES VARY) BRICK TABLE SHAPE SMOOTH ROUNDED INVERT FOR ALL SIDE ENTRANCE PIPES SET RIM AT FINISHED GRADE DRAIN MANHOLE NOT TO SCALE 3 4" CRUSHED STONE BEDDING 6" ROADWAY OR SIDEWALK MINIMUM OF 2' OVERLAP FILTER FABRIC PAVEMENT SUB-BASE COURSE MAX TRENCH WIDTH LESS THAN 2" 2'-0" I.D. = INSIDE DIMENSION FOR TRENCHES GREATER THAT 5' DEEP ADD MAXIMUM 3' FOR TEMPORARY SUPPORT OF EXCAVATION FILTER FABRIC NOT REQUIRED FILTER FABRIC NOT REQUIRED FILTER FABRIC REQUIRED FILTER FABRIC NOT REQUIRED ABOVE GROUND WATER BELOW GROUND WATER FILTER FABRIC USE 6" INSIDE DIAMETER COMMON FILL AND ON-SITE FILL MATERIAL GEOTECHNICALLY SUITABLE FOR REUSE ON-SITE AS BACKFILL TRENCH WIDTH & PAYMENT LIMIT (SEE TABLE) TRENCH PAY LIMIT TABLE FOR PIPES PIPE SIZE (DIA.) 2" TO 6" 3'-0" 24" & GREATER I.D. + 2'-0" 8" TO 22" 4'-0" SOIL TYPE SILT OR CLAY GRANULAR SOIL TYPICAL UTILITY TRENCH NOT TO SCALE FABRIC HOOD TYPICAL EROSION CONTROL - SILT SACK NOT TO SCALE V4/EXISTING GRANITE CURB WITH 6" CURB REVEAL, TYP. PAVEMENT, SEE PAVING DETAIL COMPACTED GRAVEL SUBBASE COMPACTED SUB-GRADE 4,000 PSI CONCRETE BOTH SIDES FINISHED GRADE VERTICAL GRANITE CURB NOT TO SCALE 6" 6" NOTE: ANY OF PIPE BETWEEN STRUCTURES OVER 150' IN LENGTH SHALL HAVE A BENTONITE CHIP DAM INSTALLED 1' WIDE BY PIPE BEDDING CROSS SECTION GRATE DUMP STRAP SILT SACK CATCH BASIN STRUCTURE NOTE: 1. INSTALL SILTSACK PER MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. EMPTY OR REMOVE SEDIMENT FROM SILTSACK WHEN RESTRAINT CORD IS NO LONGER VISIBLE. CLEAN, RINSE, AND REPLACE AS NEEDED. 2. SILT SACKS TO BE INSTALLED AND MAINTAINED DURING CONSTRUCTION OPERATIONS. 3. CONTRACTOR SHALL PROVIDE SILT SACKS WITH OVERFLOW ORIFICE. 1" REBAR FOR LIFTING AND REMOVAL EXISTING ROADWAY SUBGRADE EXISTING BINDER MILL & OVERLAY NOT TO SCALE SLOPE TO MATCH EXISTING NOTE: 1. CONTRACTOR SHALL APPLY TACK COAT PRIOR TO PLACING 2" OVERLAY. 2. CONTRACTOR SHALL ADJUST ALL STRUCTURES WITHIN RIGHT-OF WAY TO GRADE PRIOR TO INSTALLING OVERLAY. 2" MILL & 2" OVERLAY 12" MINIMUM COMPACTED SUBGRADE GRASS RESTORATION NOT TO SCALE 4" LOAM AND SEED 4" ASPHALT BASE COURSE SUBGRADE 2" ASPHALT TOP COURSE 4" ASPHALT BASE COURSE 12" COMPACTED DENSE GRADED GRAVEL SUBGRADE 2" ASPHALT TOP COURSE FULL DEPTH ROAD RECONSTRUCTION NOT TO SCALE TREE BOX FILTER NOT TO SCALE 4" PVC OVERFLOW; WITH INLET PROTECTION 4" PVC OUTLET TO DRAINAGE SYSTEM 4" PERFORATED PVC UNDERDRAIN BIORETENTION SOIL MIX CEMENT CONCRETE SIDEWALK TREE PIT; WITH CURB INLET COMPACTED GRAVEL SUBBASE 3 4" CRUSHED STONE 6" 6" 36" 5' ---PAGE BREAK--- DR BY: CHK BY: PROJ NO: DATE: SCALE: SHT NO: SHEET NAME: REV DESCRIPTION DATE PROJECT INFO CLIENT INFO NORTH CONGRESS STREET AREA SURFACE IMPROVEMENTS PO BOX 2185 DANVERS, MA 01923 WWW.gobobrek.COM CITY OF SALEM ENGINEERING DEPARTMENT 98 WASHINGTON ST SALEM, MA 01970 DETAILS II CIVIL C-301 AS NOTED MARCH 2023 PLAN NO. 1 JPB BTP TYPE CURB TRANSITION CURB TRANSITION (MAX.) 9.5% SIDEWALK SIDEWALK 1.0 % SIDEWALK 3' (MIN.) VARIES EDGE OF ACCESSIBLE ROUTE AREA OF COLORED SURFACE 1.5% (MAX)>> EDGE OF ACCESSIBLE ROUTE 7.5% 5' MIN. 1/4" LIP (MAX.) TYPE RAMP SEE NOTE 9 AREA (TYP.) LANDSCAPE MIN.) TRANSITION CURB CURB 1/4 LIP (MAX.) EDGE OF CURB TRANSITION (MAX.) ACCESSIBLE ROUTE (SIDEWALK) 5' (TYP.) AREA OF COLORED SURFACE OR AS INDICATED VERTICAL GRANITE FILLER RAMP CURB CURB TRANSITION (MAX.) (SIDEWALK) VARIES 1.0% 1.5% (MAX)>> CURB TRANSITION CURB (SIDEWALK) VARIES 7.5% RAMP 1/4" LIP (MAX.) AREA OF COLORED SURFACE TYPE RAMP CURB CURB TRANSITION (MAX.) (SIDEWALK) VARIES 1.0% 1.5% (MAX)>> CURB TRANSITION CURB (SIDEWALK) VARIES 7.5% RAMP TYPE TYPE RAMP SIDEWALK SIDEWALK CURB CURB CURB TRANSITION CURB TRANSITION (MAX.) 7.5% (MAX.)» VARIES 5' (TYP.) 1.5% (MAX)» 1.0% (MIN)» EXISTING WALL AREA OF COLORED SURFACE 1/4" LIP (MAX.) NOTES: 1. THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 1.5% MIN.) 2. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE 3. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE CURB RAMPS SHALL BE 7.5%. 4. A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE IN ACCESSIBLE ROUTE (I.E. HYDRANTS, UTILITY POLES, TREE, SIGNS, ETC.) 5. BASE OF RAMP SHALL BE GRADED TO PREVENT PONDING. 6. DETECTABLE WARNING SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES. ACCESSIBLE CURB RAMPS (ACR) NOT TO SCALE 60° BOLT DETAIL CAST IN PLACE CONCRETE 4.0" 4.0" 24.0" MINIMUM COMPOSITE WET SET (REPLACEABLE) TACTILE WARNING SURFACE UNIT SET IN WET CONCRETE PER MANUFACTURERS INSTRUCTIONS CAST IN PLACE CONCRETE PLAN VIEW 4.0" 4.0" 48.0" MINIMUM NOTES: 1. COMPOSITE WET SET (REPLACEABLE) TACTILE WARNING SURFACE UNITS SHALL BE AS MANUFACTURED BY ADA SOLUTIONS, INC. (WWW.ADATILE.COM), OR APPROVED EQUAL. 2. CAST IN PLACE CONCRETE SHALL MEET SPECIFICATIONS FOR MADOT CLASS A STRUCTURAL CONCRETE, MINIMUM COMPRESSIVE STRENGTH 4,000 PSI. THE CONCRETE SHALL BE SEALED PRIOR TO SETTING PANELS. THE EXPOSED CONCRETE BORDER SHALL RECEIVE A GROOVED EDGE BETWEEN THE TILE AND CONCRETE, ALONG WITH A UNIFORM BROOM FINISH PERPENDICULAR TO THE FLOW OF PEDESTRIAN TRAFFIC. 3. TRUNCATED DOMES SHALL BE ALIGNED IN ROWS, PARALLEL AND PERPENDICULAR TO THE PREDOMINANT DIRECTION OF TRAVEL. TRUNCATED DOME BRICKS AND GRANITE PAVERS ARE NOT ALLOWED. 4. FOR ALL SIDEWALK RAMPS MADE OF CONCRETE OR ASPHALT, BRICK RED COLORED TILES SHALL BE USED. FOLLOW MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION. 10" COMPACTED AGGREGATE BASE GRAVEL 1.125" 1.375" 4.0" SECTION VIEW TOP Ø=0.450" BASE Ø=0.090" 0.245" 0.875" 1.120" R=0.250" HEX HEAD BOLTS & WASHER 4-PL NOT TO SCALE DETECTABLE WARNING PANEL PAY LIMIT PAY LIMIT PAY LIMIT PAY LIMIT PAY LIMIT PAY LIMIT PAY LIMIT PAY LIMIT PAY LIMIT PAY LIMIT 1/4" LIP (MAX.) AREA OF COLORED SURFACE 1.0 % (MIN,) » 1.5% (MAX) » (MAX.) 9.5% (MAX.)» 7.5% (MAX) » TYPE 3.0' MIN. 1" LIP EXISTING DRIVEWAY VARIABLE SIDEWALK GRANITE CURB EDGE OF ROADWAY 2.0' 2.0' CEMENT CONCRETE DRIVEWAY GRANITE CURB CORNER NOT TO SCALE 6" MAX. RISE 1.5% MAX. DRIVEWAY WIDTH VARIES SEE PLAN SHEETS SIDEWALK PAY LIMIT SIDEWALK PAY LIMIT NOTE: SEE TYPICAL CEMENT CONCRETE SIDEWALK DETAIL FOR SUB-BASE MATERIAL REQUIREMENTS DRIVEWAY PAY LIMIT DRIVEWAY PAY LIMIT WIDTH VARIES FINISHED GRADE (TREATMENT VARIES) EXPANSION JOINT SEALANT (WHEN REQ'D) CONCRETE SIDEWALK 1/2" PREFORMED EXPANSION JOINT BLDG. FACE OR FIXED OBJECT 8" GRAVEL SUB-BASE MIN. 1.0% SLOPE MAX. 2.0% SLOPE SECTION EXPANSION JOINT TO EXISTING CONCRETE AS APPLICABLE WIDTH VARIES FINISHED GRADE (TREATMENT VARIES) CURB EXPANSION JOINT SEALANT (WHEN REQ'D) CONCRETE SIDEWALK 1/2" PREFORMED EXPANSION JOINT BLDG. FACE OR FIXED OBJECT 8" GRAVEL SUB-BASE MIN. 1.0% SLOPE MAX. 2.0% SLOPE NOTES: 1. PROVIDE EXPANSION JOINTS AT MIN. 30 FT. O.C. WITH PRE- MOLDED JOINT FILLER. 2. PROVIDE CONTROL JOINTS AT 6' O.C. 3. PROVIDE BROOM FINISH IN DIRECTION PERPENDICULAR TO CURB. 4. CEMENT CONCRETE SHALL BE 4000 PSI-TYPE II 5. EXISTING GRAVEL SUB-BASE TO REMAIN IN AREAS WHERE NO TRENCHING IS PROPOSED. 6. SEE ROADWAY/SIDEWALK RECONSTRUCTION DETAIL FOR GRAVEL APPLICATION IN AREAS OF PROPOSED TRENCHING. SECTION EXPANSION JOINT TO EXISTING CONCRETE AS APPLICABLE NOT TO SCALE CEMENT CONCRETE SIDEWALK 4" THICK CONCRETE SIDEWALK THREE 2"x4"x8' WOODEN STAKES, STAINED BROWN WITH TWO STRANDS OF WIRE TWISTED TOGETHER. STAKES SHOULD BE PLACED AT 120 DEG. TO ONE ANOTHER. WIRE SHALL BE THREADED THROUGH BLACK RUBBER HOSE COLLARS. PRUNE AS FIELD DIRECTED BY LANDSCAPE ARCHITECT TO IMPROVE APPEARANCE (RETAIN NORMAL TREE SHAPE) 3" LAYER SHREDDED PINE BARK MULCH TO TO OUTER EDGE OF SAUCER SEE CONCRETE SIDEWALK DETAIL CUT AND REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL. IF NONBIODEGRADABLE, REMOVE COMPLETELY. STRUCTURAL SOIL/BACKFILL AS PER SPECIFICATION DO NOT EXCAVATE BELOW ROOTBALL. THREE TIMES WIDTH OF ROOTBALL NOT TO SCALE TREE PLANTING DETAIL TYPE RAMP SIDEWALK SIDEWALK CURB CURB VARIES 5' (TYP.) < 7.5% (MAX)» AREA OF COLORED SURFACE 1/4" LIP (MAX.) PAY LIMIT PAY LIMIT CURB CURB 1.0 % (MIN,) » 1.5% (MAX) » NOT TO SCALE GRASSED BIO-SWALE ---PAGE BREAK--- CHAPTER 91 JURISDICTIONAL LINE FEMA 100-YEAR FLOODPLAIN; EL. 10' ALTERNATE 1 - FULL DEPTH ROADWAY RECONSTRUCTION, CURB TO CURB, TYP.; EXISTING ROADWAY BASE CONTAINS GRANITE COBBLES TO BE REMOVED AND DISPOSED DR BY: CHK BY: PROJ NO: DATE: SCALE: SHT NO: SHEET NAME: REV DESCRIPTION DATE PROJECT INFO CLIENT INFO NORTH CONGRESS STREET AREA SURFACE IMPROVEMENTS PO BOX 2185 DANVERS, MA 01923 WWW.gobobrek.COM CITY OF SALEM ENGINEERING DEPARTMENT 98 WASHINGTON ST SALEM, MA 01970 10 40 FEET 20 0 SCALE = 1":20' C-400 1"=20' MARCH 2023 20-004.02 JPB BTP NOTES 1. BASE MAPPING OF THE PROJECT SITE IS A RESULT OF MASSGIS ORTHOIMAGERY AND AN ON THE GROUND SURVEY DONE BY WSP OF MERRIMACK, NH LOCATIONS OF EXISTING SITE FEATURES SHALL BE CONSIDERED APPROXIMATE. 2. CONTRACTOR IS TO NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH PROPOSED WORK. 3. THIS PLAN DOES NOT NECESSARILY DEPICT THE EXACT LOCATION AND SIZE OF ALL UTILITIES WHICH MAY EXIST AT THIS TIME INSIDE OR OUTSIDE OF EXISTING OR PROPOSED BUILDINGS, ON THE SUBJECT PROPERTY, WITHIN THE STREET RIGHT-OF-WAY, OR ON ABUTTING LOTS. 4. THE ADJACENT ABUTTER(S) MUST BE NOTIFIED PRIOR TO THE START OF CONSTRUCTION. 5. CONTACT THE CITY OF SALEM FOR THE MARKING OF SALEM MUNICIPAL UTILITIES, CONTACT DIG-SAFE AT 1-[PHONE REDACTED] OR 1-[PHONE REDACTED] AT LEAST 72 HOURS PRIOR TO EXCAVATION. 6. DURING EXCAVATION AND CONSTRUCTION OF PIPES AND STRUCTURES, TRENCHES MUST BE ADEQUATELY BRACED AND PROTECTED AGAINST CAVE-IN. 7. CONTRACTOR SHALL REFER TO MASSDOT 1988 STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES FOR PRODUCT AND MATERIAL GUIDELINES. ALTERNATE 1- PEABODY STREET SURFACE IMPROVEMENTS MATCH LINE SEE SHEET C-401 ---PAGE BREAK--- 20' 14' 24' 9' CHAPTER 91 JURISDICTIONAL LINE FEMA 100-YEAR FLOODPLAIN; EL. 10' CHAPTER 91 JURISDICTIONAL LINE FEMA 100-YEAR FLOODPLAIN; EL. 10' ALTERNATE 1 - FULL DEPTH ROADWAY RECONSTRUCTION, CURB TO CURB, TYP.; EXISTING ROADWAY BASE CONTAINS GRANITE COBBLES TO BE REMOVED AND DISPOSED ALTERNATE 1 - FULL DEPTH ROADWAY RECONSTRUCTION, CURB TO CURB, TYP.; EXISTING ROADWAY BASE CONTAINS GRANITE COBBLES TO BE REMOVED AND DISPOSED STRIPING TO MATCH EXISTING ON CONGRESS STREET, TYP. PROPOSED 8' WIDE CROSSWALK PROPOSED 8' WIDE CROSSWALK DR BY: CHK BY: PROJ NO: DATE: SCALE: SHT NO: SHEET NAME: REV DESCRIPTION DATE PROJECT INFO CLIENT INFO NORTH CONGRESS STREET AREA SURFACE IMPROVEMENTS PO BOX 2185 DANVERS, MA 01923 WWW.gobobrek.COM CITY OF SALEM ENGINEERING DEPARTMENT 98 WASHINGTON ST SALEM, MA 01970 10 40 FEET 20 0 SCALE = 1":20' C-401 1"=20' MARCH 2023 20-004.02 JPB BTP MATCH LINE SEE SHEET C-202 MATCH LINE SEE SHEET C-400 ALTERNATE 1 - PEABODY STREET SURFACE IMPROVEMENTS NOTES 1. BASE MAPPING OF THE PROJECT SITE IS A RESULT OF MASSGIS ORTHOIMAGERY AND AN ON THE GROUND SURVEY DONE BY WSP OF MERRIMACK, NH LOCATIONS OF EXISTING SITE FEATURES SHALL BE CONSIDERED APPROXIMATE. 2. CONTRACTOR IS TO NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH PROPOSED WORK. 3. THIS PLAN DOES NOT NECESSARILY DEPICT THE EXACT LOCATION AND SIZE OF ALL UTILITIES WHICH MAY EXIST AT THIS TIME INSIDE OR OUTSIDE OF EXISTING OR PROPOSED BUILDINGS, ON THE SUBJECT PROPERTY, WITHIN THE STREET RIGHT-OF-WAY, OR ON ABUTTING LOTS. 4. THE ADJACENT ABUTTER(S) MUST BE NOTIFIED PRIOR TO THE START OF CONSTRUCTION. 5. CONTACT THE CITY OF SALEM FOR THE MARKING OF SALEM MUNICIPAL UTILITIES, CONTACT DIG-SAFE AT 1-[PHONE REDACTED] OR 1-[PHONE REDACTED] AT LEAST 72 HOURS PRIOR TO EXCAVATION. 6. DURING EXCAVATION AND CONSTRUCTION OF PIPES AND STRUCTURES, TRENCHES MUST BE ADEQUATELY BRACED AND PROTECTED AGAINST CAVE-IN. 7. CONTRACTOR SHALL REFER TO MASSDOT 1988 STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES FOR PRODUCT AND MATERIAL GUIDELINES. ---PAGE BREAK--- LEAVITT STREET LIMIT OF ``WORK, TYP. FULL WIDTH MILL & OVERLAY CURB TO CURB WITHIN LIMITS OF WORK INSTALL NEW CEMENT CONCRETE SIDEWALK W/2% MAX. SLOPE, TYP. INSTALL "BUMPOUT" INCLUDING NEW ADA ACCESSIBLE CURB RAMPS, DETECTABLE WARNING PANELS, AND GRANITE CURBING. CONGRESS STREET NEW DEEP SUMP CATCH BASIN; CONNECT TO EXISTING DRAIN MANHOLE, TYP. ABANDON EXISTING DRAIN MANHOLE REMOVE & RESET EXISTING GRANITE CURBING. PROVIDE 6' REVEAL, TYP. INSTALL NEW GRANITE CURBING TO EXTEND EXISTING SIDEWALK PROTECT EXIST TREE SHIM GRADES AT TRANSITION AREA TO PROMOTE DRAINAGE, TYP. PROPOSED 12" HDPE PIPE; CONNECT TO EXIST DMH INSTALL NEW GRANITE CURBING TO EXTEND EXISTING SIDEWALK PROVIDE LINE STRIPING TO MATCH EXISTING LEAVITT STREET CONGRESS STREET L=16' L=3', R=2' L=2' L=9' L=9' L=4' L=2', R=3' L=14' L=3', R=5' L=5' L=4' L=2', R=3' L=16' L=2', R=3' L=4' L=9' L=9' L=22' L=3', R=2' L=7' L=3', R=2' L=3', R=2' L=3' L=12' L=3', R=2' L=8' STRIPING TO MATCH EXISTING ON CONGRESS STREET PROPOSED 8' WIDE CROSSWALK DR BY: CHK BY: PROJ NO: DATE: SCALE: SHT NO: SHEET NAME: REV DESCRIPTION DATE PROJECT INFO CLIENT INFO NORTH CONGRESS STREET AREA SURFACE IMPROVEMENTS PO BOX 2185 DANVERS, MA 01923 WWW.gobobrek.COM CITY OF SALEM ENGINEERING DEPARTMENT 98 WASHINGTON ST SALEM, MA 01970 10 40 FEET 20 0 SCALE = 1":20' C-500 1"=20' MARCH 2023 20-004.02 JPB BTP NOTES 1. BASE MAPPING OF THE PROJECT SITE IS A RESULT OF MASSGIS ORTHOIMAGERY AND SURVEY DONE BY WATERMAN DESIGN ASSOCIATES INC OF WESTBOROUGH, MA FROM OCTOBER 2015. LOCATIONS OF EXISTING SITE FEATURES SHALL BE CONSIDERED APPROXIMATE. 2. CONTRACTOR IS TO NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH PROPOSED WORK. 3. THIS PLAN DOES NOT NECESSARILY DEPICT THE EXACT LOCATION AND SIZE OF ALL UTILITIES WHICH MAY EXIST AT THIS TIME INSIDE OR OUTSIDE OF EXISTING OR PROPOSED BUILDINGS, ON THE SUBJECT PROPERTY, WITHIN THE STREET RIGHT-OF-WAY, OR ON ABUTTING LOTS. 4. THE ADJACENT ABUTTER(S) MUST BE NOTIFIED PRIOR TO THE START OF CONSTRUCTION. 5. CONTACT THE CITY OF SALEM FOR THE MARKING OF SALEM MUNICIPAL UTILITIES, CONTACT DIG-SAFE AT 1-[PHONE REDACTED] OR 1-[PHONE REDACTED] AT LEAST 72 HOURS PRIOR TO EXCAVATION. 6. DURING EXCAVATION AND CONSTRUCTION OF PIPES AND STRUCTURES, TRENCHES MUST BE ADEQUATELY BRACED AND PROTECTED AGAINST CAVE-IN. 7. CONTRACTOR SHALL REFER TO MASSDOT 1988 STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES FOR PRODUCT AND MATERIAL GUIDELINES. ALTERNATE 2 - LEAVITT AT CONGRESS STREET CURB TIE & PAVEMENT MARKINGS SCALE 1"=10' ---PAGE BREAK--- EET WARD STREET RHUS AROMATICA 'GROW-LOW ' NO-MOW SOD CONTINUOUS IN STORMWATER BASIN PENNISETUM SETACEUM AMELANCHIER CANADENSIS D.O.T. APPROVED BENCHES SECURED TO CONCRETE SLAB EXISTING TREES TO REMAIN DECORATIVE STEEL FENCE SET AT PROPERTY LINE FOR EXTENT OF PARKLET NEW CURBS, CROSSWALKS, AND SIDEWALKS SEE CIVIL ENGINEERING DRAWINGS EXISTING BIKE SHARE STATION TO BE PLACED ON NEW CONCRETE SIDEWALK EXISTING CONTAINERS TO REMAIN 5 L2.00 6 L2.00 4 L2.00 4 L2.00 2 L2.00 1 L2.00 D.O.T. APPROVED BIKE PARKING RACKS SECURED TO CONCRETE SLAB 3 L2.00 DR BY: CHK BY: PROJ NO: DATE: SCALE: SHT NO: SHEET NAME: REV DESCRIPTION DATE PROJECT INFO CLIENT INFO NORTH CONGRESS STREET SURFACE IMPROVEMENTS PO BOX 2185 DANVERS, MA 01923 WWW.gobobrek.COM CITY OF SALEM ENGINEERING DEPARTMENT 98 WASHINGTON ST SALEM, MA 01970 PLAN FURNISHINGS PLANTING & L-1.00 1"=10' APRIL, 2023 20-004.02 CM RT NOTES 1. THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN ARE BASED ON THE SURVEY REFERENCED ABOVE. THE CONTRACTOR SHALL CONTACT DIGSAFE AND THE PROPER LOCAL AUTHORITIES OR RESPECTIVE UTILITY COMPANIES TO CONFIRM THE LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. ANY DAMAGE DUE TO FAILURE OF THE CONTRACTOR TO CONTACT THE PROPER AUTHORITIES SHALL BE BORNE BY THE CONTRACTOR. 2. CONTRACTOR SHALL BEGIN MAINTENANCE IMMEDIATELY AFTER PLANTING AND WILL CONTINUE UNTIL FINAL WRITTEN ACCEPTANCE OF PLANT MATERIAL. 3. CONTRACTOR SHALL VERIFY ALL THE REMOVALS AND/OR TRANSPLANTS WITH OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION START. 4. THE LANDSCAPE CONTRACTOR SHALL SUPPLY ALL PLANT MATERIALS IN QUANTITIES SUFFICIENT TO COMPLETE ALL PLANTINGS SHOWN ON THIS DRAWING. 5. ALL MATERIALS SHALL CONFORM TO THE GUIDELINES ESTABLISHED BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION. 6. ALL PLANTS SHALL BEAR THE SAME RELATIONSHIP TO FINISH GRADE AS TO ORIGINAL GRADES BEFORE DIGGING. 7. ALL PLANTS TO BE BALLED IN BURLAP OR CONTAINERIZED 8. MULCH FOR PLANTED AREAS TO BE AGED PINE BARK: PARTIALLY DECOMPOSED, DARK BROWN IN COLOR AND FREE FROM WOOD CHIPS THICKER THAN 1 4 INCH. 9. PLANTING SOIL MIX: LOAM THOROUGHLY INCORPORATED WITH ROTTED MANURE PROPORTIONED 5 C.Y. OR EQUIVALENT. FERTILIZER ADDED PER RECOMMENDED RATES OF SOILS ANALYSIS. 10. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIALS FOR ONE FULL YEAR FROM DATE OF ACCEPTANCE. 11. ALL PLANT MATERIALS ARE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT, AT THE NURSERY, AND AT THE SITE. ---PAGE BREAK--- PRUNE BROKEN, CROSSING AND RUBBING BRANCHES 3" THICK BARK MULCH PER SPECIFICATIONS - HOLD BACK FROM TRUNK SET CROWN OF PLANT 1" - 2" HIGHER THAN SURROUNDING GRADE 3" LOAM WATERING BERM AT EDGE OF ROOTBALL REMOVE ENTIRE PLASTIC CONTAINER COMPACTED OR UNDISTURBED EXISTING SUBGRADE BELOW ROOTBALL TO PREVENT SETTLING EXCAVATE SIDES OF PIT DEEPER THAN ROOTBALL FOR DRAINAGE & SCARIFY SIDES PRIOR TO BACKFILLING REMOVE BURLAP, ROPES & WIRES FROM TOP 1/3 OF ROOTBALL 1 ROOTBALL DIAMETER PRE-MIXED PLANTING SOIL BACKFILL PLANT SELECTION PER PLANT SCHEDULE 8"-12" ROOTBALL DEPTH REFER TO PLANTING PLAN. NO MOW SOD. 6" 4'-0" WITH MAY VARY, REFER TO PLANS 4" SIDEWALK BIOSWALE CONSTRUCTION / NOTCH CURB SEE CIVIL ENGINEERING DRAWINGS ROADWAY 1'-0" MIN SET BASE OF PLANT STEMS 1" HIGHER THAN SURROUNDING GRADE REMOVE ENTIRE PLASTIC CONTAINER FROM EACH PLANT PLANTING SOIL COMPACTED OR UNDISTURBED EXISTING SUBGRADE 3" THICK BARK MULCH PER SPECIFICATIONS - HOLD BACK FROM PLANT STEMS PLANT SELECTION AND SPACING PER PLANT SCHEDULE PLAN VIEW BIKE RACK ELEVATION 2 - 3 8 " ANCHORS W/ TAMPER RESISTANT NUTS, SET 3" INTO CONCRETE PER EACH FOOT 2.5" x 6" x 1 4" STEEL FOOT 2'-11" 1'-9 1/2" BIKE RACK CONCRETE SIDEWALK 2.5" x 6" x 1 4 " STEEL PLATE (EACH LEG) 4'-0" 8'-0" 2'-0" TYP 3'-0" TYP 2'-0" TYP 10'-0" BIKE RACKS ON CONCRETE PAD BIKE RACK SLOPE TOWARD SIDEWALK CONCRETE PAD (NOT TO SCALE) 5' LONG BENCH 9/16" Ø HOLES IN BENCH (PROVIDED BY MANUFACTURER) CONCRETE PAVEMENT, SEE CIVIL DRAWINGS 3 8 " ANCHORS W/ TAMPER RESISTANT NUTS, SET 3" INTO CONCRETE PER EACH FOOT COMPACTED OR UNDISTURBED SUBSOIL 3" 1'-5" CARNIVAL 5-FOOT BACKED STEEL BENCH BY THOMAS STEELE PLAN VIEW OPTION 1 LIMIT OF DRIPLINE (VARIES) ZONE OF CONSTRUCTION IMPACT (CUT/FILL) PRUNE DAMAGED OR EXPOSED ROOTS DAMAGED WITH A SHARP SAW OPTION 1 INSTALL FENCING AT EDGE OF DRIPLINE OR AS FAR FROM TRUNK AS POSSIBLE MIN DISTANCE IS 6' FROM TRUNK MAY BE PLASTIC SNOW FENCE OR CHAIN LINK, MIN 4' HIGH WOODEN OR METAL POSTS (TYP) PRUNE AS NEEDED REMOVE DEAD & DAMAGED BRANCHES TIE BRANCHES UP TO AVOID DAMAGE FROM CONSTRUCTION EQUIPMENT OPTION 2 2X4 DIM LUMBER ATTACHED W/ METAL STRAPPING (OPT) AT 2 LOCATIONS (MIN) CLADDING SHALL BE 8' HIGH WITH 6" SPACING OF BOARDS WRAP BARK W/ BURLAP PRIOR TO ARMORING. PLACE 4" ROUNDED STONE OVER ROOT ZONE WHERE VEHICLES MAY DRIVE, DO NOT COMPACT ROOT ZONE EXISTING GRADE 6' MIN LIMIT OF FENCING (MULTIPLE TREES) LIMIT OF FENCING (INDIVIDUAL TREE) NO STORAGE OF EQUIPMENT OR STOCKPILING OF MATERIALS WITHIN DRIPLINE LIMIT OF CONSTRUCTION IMPACT (REFER TO PLANS) EXISTING TREE(S) EXISTING TREE EXISTING TREE WOODEN OR METAL POSTS (MAX 8' SPACING) LIMIT OF CANOPY (VARIES) LIMIT OF FENCING (MULTIPLE TREES) LIMIT OF FENCING (INDIVIDUAL TREE) AREA OF UNDISTURBED ROOT ZONE 72" 6'-0" 8" Ø CONCRETE FOOTING 4" 1" 2 1/2" 4'-0" 1" x 2" STEEL RAIL 1" x 1" STEEL PICKET 2 1 2" x 2 1 2" STEEL POST @ 6'-0" T SET 18" INTO 8" DIAMETER CONCRETE FOOTING DR BY: CHK BY: PROJ NO: DATE: SCALE: SHT NO: SHEET NAME: REV DESCRIPTION DATE PROJECT INFO CLIENT INFO NORTH CONGRESS STREET SURFACE IMPROVEMENTS PO BOX 2185 DANVERS, MA 01923 WWW.gobobrek.COM CITY OF SALEM ENGINEERING DEPARTMENT 98 WASHINGTON ST SALEM, MA 01970 DETAILS L-2.00 AS SHOWN APRIL, 2023 20-004.02 CM RT Scale: 3/4"=1'-0" BENCH 1 Scale: 3/4"=1'-0" FENCE 2 Scale: 1/2" = 1'-0" BIKE RACK 3 Scale: 3/8" = 1'-0" SHRUB PLANTING 4 Scale: 1/2" = 1'-0" NO-MOW SOD PLANTING 5 Scale: 1/2" = 1'-0" ORNAMENTAL GRASSSES PLANTING 6 Scale: NTS TREE PROTECTION - EXISTING TREE(S) 8