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10 12 13 14 14 14 15 15 15 15 15 16 16 16 16 16 17 17 17 17 18 18 18 18 19 19 19 19 20 20 20 20 21 21 GENERAL NOTES: 1. CONTRACTOR MAY BE ASKED BY OWNER TO SUSPEND CONSTRUCTION OPERATIONS TEMPORARILY AS TO AVOID CONFLICTS WITH LARGE PUBLIC EVENTS OR LARGE STORM EVENTS. CONTRACTOR WILL NOT BE COMPENSATED FOR COSTS RELATING TO SHUTDOWNS FOR THESE REASONS. 2. CONTRACTOR SHALL BLOCK ACCESS TO THE PATHS AND ACCESS ROADS IN THE VICINITY OF THE LIMITS OF CONSTRUCTION AFTER WORK HOURS AND ON WEEKENDS. CONTRACTOR TO PROVIDE LOCKABLE GATES FOR THE CONSTRUCTION FENCE. 3. STORAGE AREAS FOR CONTRACTOR'S EQUIPMENT SHALL BE WITHIN THE LIMITS OF WORK BUT OUTSIDE THE RESOURCE AREAS AND AS APPROVED BY THE OWNER. APPROVED STAGING AREA IS IDENTIFIED ON THE PROJECT LOCATION PLAN. 4. THE CONTRACTOR SHALL NOT BE PERMITTED TO STARTUP OR OPERATE EQUIPMENT BEFORE OR AFTER ESTABLISHED WORKING HOURS OF 7:00 AM TO 4:00 PM, MONDAY THROUGH FRIDAY WITHOUT WRITTEN APPROVAL OF THE OWNER, UNLESS NOTED OTHERWISE. NO WORK SHALL OCCUR ON HOLIDAYS OBSERVED BY THE CITY OF SALEM. 5. NO WORK SHALL BE PERFORMED OUTSIDE LIMIT OF WORK WITHOUT PRIOR AUTHORIZATION FROM OWNER. 6. CONTRACTOR SHALL PROTECT ALL TRAVELED WAYS FROM DUST AND CONSTRUCTION DEBRIS AT ALL TIMES. 7. ALL DISTURBED AREAS SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. 8. CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS WITH LOAM AND SEED. 9. THE EXISTING SURVEY PREPARED BY PRECISION LAND SURVEY, ON MARCH 3, 2023. 10.THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988, AND WERE DETERMINED BY GPS OBSERVATIONS AND AN OPUS REDUCTION PERFORMED ON MARCH 3, 2023. 11.THIS PLAN AND THE SURVEY ON WHICH IT WAS BASED WERE PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND ARE SUBJECT TO THE FINDINGS SUCH A REPORT MAY DISCLOSE. 12.BOUNDARY LINES WERE NOT INVESTIGATED AS PART OF THE CURRENT WORK EFFORT AND NOTHING SHOWN HEREON SHOULD BE INTERPRETED AS SUCH. 13.THE LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES SHALL BE CONSIDERED APPROXIMATE AND MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY UTILITY CONNECTIONS OR CROSSINGS OF PROPOSED AND EXISTING UTILITIES. THE CONTRACTOR SHALL CONTACT THE RESPECTIVE UTILITY COMPANIES RELATIVE TO THE LOCATIONS AND ELEVATIONS OF THEIR LINES. THE CONTRACTOR SHALL KEEP A RECORD OF ANY DISCREPANCIES OR CHANGES IN THE LOCATIONS OF ANY UTILITIES SHOWN OR ENCOUNTERED DURING CONSTRUCTION, ANY DISCREPANCIES SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. 14.CONTRACTOR SHALL MAINTAIN ALL EXISTING UTILITIES EXCEPT THOSE NOTED TO BE ABANDONED OR REMOVED & DISPOSED. 15.CONTRACTOR SHALL PROTECT EXISTING BENCHMARKS. 16.CONTRACTOR SHALL PROVIDE 1 WEEKS NOTICE PRIOR TO REMOVAL OF ANY PAVED SURFACE TO ALLOW SCHEDULE OF ARCHEOLOGICAL MONITOR TO BE ON SITE. 17.AT LEAST 72 BUSINESS HOURS PRIOR TO ANY EXCAVATION WORK,THE CONTRACTOR SHALL PREMARK THE AREA IN WHITE AND NOTIFY THE DIG SAFE CENTER (TEL. NO. 1-888-DIG-SAFE) AND ALL AFFECTED PRIVATE AND/OR PUBLIC UTILITIES TO PERMIT STREET MARKING OF THEIR LINES. 18.IN ADDITION TO DIG SAFE, THE CONTRACTOR SHALL USE THE CITY OF SALEM'S FREE MUNICIPAL UTILITY MARKOUT SERVICE PROVIDED BY THE DEPARTMENT OF PUBLIC SERVICES. 19.CONTRACTOR SHALL SUBMIT A STREET OPENING AND TRENCH APPLICATION AND OBTAIN A PERMIT FOR ALL TRENCHING WORK THROUGH THE CITY OF SALEM ENGINEERING DEPARTMENT'S ONLINE PERMITTING SYSTEM. 20.PRIOR TO CONSTRUCTION, CONTRACTOR SHALL PROVIDE PROPOSED WATER SOURCE FOR ALL CONSTRUCTION ACTIVITIES. USE OF CITY HYDRANTS REQUIRES ADVANCED PERMISSION AND CONFORMANCE OF ALL LOCAL RULES AND REGULATIONS. 21.CONTRACTOR SHALL STAKE LIMITS OF BIORETENTION BASINS FOR APPROVAL BY OWNER'S REPRESENTATIVE PRIOR TO COMMENCING EARTH DISTURBANCE. 22.THE CONTRACTOR SHALL VERIFY ALL EXISTING GRADES IN THE FIELD AND SHALL REPORT ANY DISCREPANCIES BETWEEN THE EXISTING AND PROPOSED CONDITION TO THE OWNER'S REPRESENTATIVE. 23.ALL PROPOSED SURFACES SHALL MEET THE LINE AND GRADE OF EXISTING ADJACENT SURFACES. ALL TRANSITIONS IN EARTHWORK SHALL BE BLENDED SMOOTHLY, AND SHALL ENSURE POSITIVE DRAINAGE. 24.DISTURBED LANDSCAPE AREAS SHALL BE DECOMPACTED, PRIOR TO APPLYING LOAM AND SEED MIX SHALL BE APPROVED BY OWNERS REPRESENTATIVE. SITE LOCUS PLAN PROJECT LOCATION PLAN SALEM WILLOWS PHASE 2 IMPROVEMENTS BID DOCUMENTS MAY 8, 2024 Salem Willows SCALE: 40' SCALE: NTS PROJECT DESCRIPTION NORTH 80' 20' 40' 0' SALEM WILLOWS PHASE 2 IMPROVEMENTS INCLUDE: · REDUCTION OF IMPERVIOUS SURFACING, IMPROVED PEDESTRIAN CIRCULATION AND UNIVERSAL ACCESSIBILITY. · IMPROVED ON SITE STORMWATER RETENTION AND INFILTRATION WITH THE ADDITION OF THREE BIORETENTION BASINS. · REGRADING AND RESTORING EXISTING PICNIC AREAS · RESTORING DEGRADED LANDSCAPE AREAS AND IMPROVING ECOLOGICAL HABITAT VALUE WITH NATIVE TREES, SHRUBS, AND GROUND COVERS. · UNDERGROUNDING OF ELECTRICAL WIRES Client/Owner: Sheet Title: Sheet No: Job Number: Drawn By: Description: Date: Number: Revisions Date: City of Salem 98 Washington St. Salem, MA 01970 27 School Street, Boston, MA 02108 tel. [PHONE REDACTED] www.hatch.com Reviewed By: SALEM, MA SALEM WILLOWS PHASE 2 IMPRO9EMENTS BID DOCUMENTS Project: Stamp: H-368807 MAY 8, 2024 Designed By: MP/JN JB DB COVER SHEET L-1 DRAWING INDEX PROJECT SITE Rams Horn Channel Fort Lee Collins Cove Smith Pool Winter Island Juniper Point Dead Horse Beach Juniper Cove Salem Neck Abbot Rock LIMIT OF WORK, TYP. FORT AVENUE ATLANTIC OCEAN SHEET NO. SHEET TITLE L-1 COVER SHEET L-2 EXISTING CONDITIONS PLAN L-3 SITE PREPARATION PLAN L-4 LAYOUT AND MATERIALS PLAN L-5 GRADING AND DRAINAGE PLAN L-6 PLANTING PLAN L-7 BIORETENTION BASIN ENLARGEMENT PLANS L-8 ADD ALTERNATE ENLARGEMENT PLANS AND SCHEDULES L-9 SITE PREPARATION DETAILS L-10/L-11 SITE IMPROVEMENT DETAILS L-12 PLANTING DETAILS AND PLANT SCHEDULE L-13/L-14 DRAINAGE AND GREEN INFRASTRUCTURE DETAILS E-1 ELECTRICAL DEMOLITION PLAN E-2 ELECTRICAL POWER PLAN E-3 ELECTRICAL DETAILS AND SCHEDULES TM-1 TRAFFIC MANAGEMENT PLAN STAGING AREA Fort Avenue PIER PROJECT (BY OTHERS) CONSTRUCTION ACCESS ---PAGE BREAK--- 10 12 13 14 14 14 15 15 15 15 15 16 16 16 16 16 17 17 17 17 18 18 18 18 19 19 19 19 20 20 20 20 21 21 TEST PITS (TP-1, TP-2 & TP-3) PREVIOUSLY PERFORMED BY OTHERS FOR PIER PROJECT RESOURCE AREA (ROCKY INTERTIDAL SHORE) RESOURCE AREA (ROCKY INTERTIDAL SHORE) RESOURCE AREA (COASTAL BEACH) RESOURCE AREA (COASTAL BEACH) 25' NO-DISTURBANCE ZONE 50' MITIGATION ZONE RESOURCE AREA (COASTAL BANK) RESOURCE AREA (COASTAL BANK) TP-H2 TP-H3 TP-H1 TP-2 TP-1 TP-3 B-5 B-4 BORINGS (B-4 & B-5) PREVIOUSLY PERFORMED BY OTHERS FOR PIER PROJECT 25' NO- DISTURBANCE ZONE 50' MITIGATION ZONE LIMIT OF FEMA (100-YR) FLOOD ZONE VE (LIMIT OF MODERATE WAVE ACTION COINCIDENT WITH ZONE BREAK) LIMIT OF FEMA (100-YR) FLOOD ZONE VE (LIMIT OF MODERATE WAVE ACTION COINCIDENT WITH ZONE BREAK) APPROXIMATE LIMIT OF (100-YR) MC-FRM 2070 FLOOD & SEA LEVEL RISE APPROXIMATE LIMIT OF (100-YR) MC-FRM 2070 FLOOD & SEA LEVEL RISE 100' RESOURCE AREA BUFFER ZONE (COASTAL BANK, ROCKY INTERTIDAL SHORE, COASTAL BEACH) 100' RESOURCE AREA BUFFER ZONE (LAND SUBJECT TO COASTAL STORM FLOWAGE) 100' RESOURCE AREA BUFFER ZONE (LAND SUBJECT TO COASTAL STORM FLOWAGE) 100' RESOURCE AREA BUFFER ZONE (COASTAL BANK, ROCKY INTERTIDAL SHORE, COASTAL BEACH) FORT AVENUE LIMIT OF WORK EXISTING CONTOUR INTERVAL) CB DMH GC UP 100' RESOURCE AREA BUFFER ZONE (COASTAL BANK, ROCKY INTERTIDAL SHORE, COASTAL BEACH) LEGEND TEST PIT LOCATION RESOURCE AREA (COASTAL BANK, ROCKY INTERTIDAL SHORE, COASTAL BEACH) LIMIT OF WORK OVERHEAD WIRES EXISTING TREE CATCH BASIN DRAIN MANHOLE GRANITE CURB UTILITY/LIGHT POLE TP-1 50' MITIGATION ZONE 25' NO-DISTURBANCE ZONE BORING LOCATION B-4 LIMIT OF FEMA (100-YR) FLOOD ZONE VE (LIMIT OF MODERATE WAVE ACTION COINCIDENT WITH ZONE BREAK) 100' RESOURCE AREA BUFFER ZONE (LAND SUBJECT TO COASTAL STORM FLOWAGE ) EXISTING CONTOUR INTERVAL) EXISTING SPOT ELEVATION APPROXIMATE LIMIT OF (100-YR) MC-FRM 2070 FLOOD & SEA LEVEL RISE Client/Owner: Sheet Title: Sheet No: Job Number: Drawn By: Description: Date: Number: Revisions Date: City of Salem 98 Washington St. Salem, MA 01970 27 School Street, Boston, MA 02108 tel. [PHONE REDACTED] www.hatch.com Reviewed By: SALEM, MA SALEM WILLOWS PHASE 2 IMPRO9EMENTS BID DOCUMENTS Project: Stamp: H-368807 MAY 8, 2024 Designed By: MP/JN JB DB NORTH EXISTING CONDITIONS PLAN L-2 SCALE: 1" = 20' 40' 10' 20' 0' EXISTING CONDITIONS NOTES: 1. THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988, AND WERE DETERMINED BY GPS OBSERVATIONS AND AN OPUS REDUCTION PERFORMED ON MARCH 3, 2023. 2. THIS PLAN AND THE SURVEY ON WHICH IT WAS BASED WERE PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND ARE SUBJECT TO THE FINDINGS SUCH A REPORT MAY DISCLOSE. 3. BOUNDARY LINES PROVIDED FOR #207 FORT AVENUE. ADDITIONAL BOUNDARY LINES WERE NOT INVESTIGATED AS PART OF THE CURRENT WORK EFFORT AND NOTHING SHOWN HEREON SHOULD BE INTERPRETED AS SUCH. 4. SNOW ON GROUND AT TIME OF SURVEY. ---PAGE BREAK--- 10 12 13 14 14 14 15 15 15 15 15 16 16 16 16 16 17 17 17 17 18 18 18 18 19 19 19 19 20 20 20 20 21 21 3 L-9 1 L-9 1 L-9 3 L-9 2 L-9 FORT AVENUE REMOVE AND DISPOSE GRAVEL (SEE NOTE 9) REMOVE AND STOCKPILE PICNIC TABLES REMOVE AND DISPOSE GRANITE CURB REMOVE AND DISPOSE BITUMINOUS CONCRETE REMOVE AND DISPOSE BITUMINOUS CONCRETE SAWCUT EXISTING BITUMINOUS CONCRETE SAWCUT BITUMINOUS CONCRETE; SAWCUT TO MEET EXISTING CONCRETE WALKWAY; CONTRACTOR TO MARK SAWCUT LIMITS IN THE FIELD FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION SAWCUT BITUMINOUS CONCRETE SAWCUT EXISTING BITUMINOUS CONCRETE SAWCUT EXISTING BITUMINOUS CONCRETE SAWCUT EXISTING BITUMINOUS CONCRETE COMPOST FILTER SOCK TREE PROTECTION FENCE, TYP. STAGING AREA (OFF SEASON ONLY) 6' HT. CHAIN LINK CONSTRUCTION FENCE, TYP. 6' HT. CHAIN LINK CONSTRUCTION FENCE, TYP. (EXTENTS TO BE COORDINATED WITH PIER CONSTRUCTION PROJECT) LIMIT OF WORK OVERHEAD ELECTRICAL WIRE REMOVAL (SEE ELECTRICAL DEMOLITION PLAN, SHEET E-1) EXISTING UTILITY POLE TO REMAIN (SEE SHEET E-1) REMOVE AND STOCKPILE INTERPRETIVE SIGNAGE EXISTING HYDRANT TO REMAIN BITUMINOUS CONCRETE TO REMAIN, CONTRACTOR TO MARK CENTERLINE OF PATHWAY TO REMAIN IN FIELD FOR APPROVAL BY LANDSCAPE ARCHITECT UTILITY POLE TO REMAIN, TYP. (SEE SHEET E-1) STRIP AND STOCKPILE TOPSOIL, TYP. STRIP AND STOCKPILE TOPSOIL, TYP. REMOVE AND STOCKPILE GRANITE CURB TREE PROTECTION FENCE, TYP. REMOVE AND STOCKPILE ALL EXISTING BENCHES, TYP., SEE NOTE 14 AND SCHEDULE OF EXISTING BENCHES ADD ALTERNATE 3 - BITUMINOUS CONCRETE PATH AT PAVILION (SEE SHEET L-8) REMOVE AND DISPOSE BITUMINOUS CONCRETE SAWCUT EXISTING BITUMINOUS CONCRETE REMOVE AND DISPOSE FLAG POLE BITUMINOUS CONCRETE TO REMAIN, CONTRACTOR TO MARK SAW CUT LIMITS IN FIELD FOR APPROVAL BY LANDSCAPE ARCHITECT TIE COMPOST FILTER SOCK INTO EROSION CONTROL AT SEAWALL BY OTHERS COMPOST FILTER SOCK REMOVE AND DISPOSE CONCRETE PAVING STUMP TO BE REMOVED CATCH BASIN SILT SACK, TYP. TREE PROTECTION WRAP TREE PROTECTION WRAP TREE PROTECTION WRAP TREE PROTECTION WRAP APPROXIMATE EXTENTS OF PIER PROJECT LIMIT OF WORK, BY OTHER; INTERIM PIER AREA - SITE PREPARATION ENLARGEMENT CLEAR DEBRIS & SOIL FROM AREA DRAIN OPENING & JET CLEAN DRAIN LINE TO CB. DRAIN PIPE TO BE ABANDONED, CUT & CAP REMOVE ABANDONED PIPE AND PATCH HOLE IN CB B1 B2 B3 B4 B5 B6 B7 B9 B8 B10 B11 B12 B13 B14 B15 B16 B17 B18 P1 P2 HISTORIC PAVILION TO BE PROTECTED DURING CONSTRUCTION HISTORIC PAVILION TO BE PROTECTED DURING CONSTRUCTION HISTORIC PAVILION TO BE PROTECTED DURING CONSTRUCTION SAWCUT EXISTING BITUMINOUS CONCRETE UTILITY POLE TO REMAIN, TYP. (SEE SHEET E-1) UTILITY POLE TO REMAIN, TYP. (SEE SHEET E-1) UTILITY POLE TO REMAIN, TYP. (SEE SHEET E-1) HISTORIC PIERS AND GATE TO BE PROTECTED DURING CONSTRUCTION LEGEND 6' HT. CHAIN LINK CONSTRUCTION FENCE/GATE REMOVE AND RESET GRANITE CURB STRIP AND STOCKPILE TOPSOIL STAGING/STOCKPILE AREA LIMIT OF WORK REMOVE AND DISPOSE BITUMINOUS CONCRETE PAVING REMOVE AND DISPOSE CONCRETE PAVING REMOVE AND DISPOSE GRAVEL AS REQUIRED PER GRADING PLAN COMPOST FILTER SOCK CATCH BASIN SILT SACK TREE PROTECTION FENCE OVERHEAD WIRES (SEE SHEET E-1) STUMP TO BE REMOVED TREE PROTECTION WRAP B1 EXISTING BENCH TO BE REMOVED AND STOCKPILED P1 EXISTING PICNIC TABLE TO BE REMOVED AND STOCKPILED 10 12 13 14 15 16 17 18 19 20 13 12 11 13 12 11 13 13 12 11 13 12 11 13 2 L-9 REMOVE AND DISPOSE BITUMINOUS CONCRETE EROSION CONTROL AT SEAWALL BY OTHERS TIE COMPOST FILTER SOCK INTO EROSION CONTROL AT PIER BY OTHERS CATCH BASIN SILT SACK, TYP. APPROXIMATE EXTENTS OF PIER PROJECT LIMIT OF WORK, BY OTHERS PROTECT IN PLACE EXISTING PIER REMOVE AND STOCKPILE EXISTING BOLLARD, REMOVE AND DISPOSE OF BOLLARD FOOTING PROTECT IN PLACE EXISTING SEAWALL AND GUARDRAIL STRIP AND STOCKPILE TOPSOIL, TYP. Client/Owner: Sheet Title: Sheet No: Job Number: Drawn By: Description: Date: Number: Revisions Date: City of Salem 98 Washington St. Salem, MA 01970 27 School Street, Boston, MA 02108 tel. [PHONE REDACTED] www.hatch.com Reviewed By: SALEM, MA SALEM WILLOWS PHASE 2 IMPRO9EMENTS BID DOCUMENTS Project: Stamp: H-368807 MAY 8, 2024 Designed By: MP/JN JB DB SITE PREPARATION PLAN L-3 SCALE: 1" = 20' 40' 10' 20' 0' SITE PREPARATION NOTES: 1. SEE COVER SHEET L-1 FOR GENERAL NOTES. 2. ALL POINTS OF CONSTRUCTION INGRESS AND EGRESS SHALL BE PROTECTED TO PREVENT TRACKING OF MUD ONTO PUBLIC WAYS. ANY MUD ON THE PUBLIC WAYS ORIGINATING FROM THE JOB SITE SHALL BE CLEANED BY THE CONTRACTOR AT THE END OF EACH CONSTRUCTION DAY. 4. CONTRACTOR SHALL TAKE CARE TO PROTECT ALL HISTORIC FEATURES INCLUDING, BUT NOT LIMITED TO HISTORIC PAVILIONS, GATE AND PILLARS. DAMAGE TO HISTORIC ELEMENTS SHALL BE REPAIRED TO THE OWNER'S SATISFACTION AT THE CONTRACTOR'S EXPENSE. 5. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY. 6. SEDIMENT SHALL BE REMOVED FROM BEHIND THE COMPOST FILTER SOCK WHEN IT REACHES HALF THE HEIGHT. SEDIMENT FROM THE CATCH BASIN SILT SACK SHALL BE REMOVED WHEN IT BECOMES 50% FILLED. 7. EROSION CONTROL MATTING SHALL BE USED FOR EROSION CONTROL ON ALL SLOPES 3:1 AND GREATER. FINISH GRADING SHALL BE APPROVED IN THE FIELD BY THE OWNER'S REPRESENTATIVE PRIOR TO APPLICATION OF SEED MIX AND INSTALLATION OF MATTING. SEE SHEET L-6. 8. ALL AREAS SHALL BE PROTECTED FROM SEDIMENTATION DURING AND AFTER CONSTRUCTION, PARTICULARLY THE STORAGE OF EXCAVATED OR STOCKPILED MATERIAL. EACH STOCKPILE MUST BE ADEQUATELY RINGED WITH SEDIMENT CONTROL MATERIALS. 9. SOIL STOCKPILE AREAS SHALL BE SURROUNDED BY A COMPOST FILTER SOCK. 11. ALL LIMITS OF SAW CUTTING BITUMINOUS CONCRETE SHALL BE MARKED IN THE FIELD BY THE CONTRACTOR FOR APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO THE SITE PREPARATION ACTIVITIES. 12. ALL AGGREGATE BASE MATERIAL SHALL BE REMOVED TO FULL DEPTH IN LOCATIONS REQUIRING PAVEMENT REMOVAL UNLESS OTHERWISE NOTED. PAVING AGGREGATE BASE MATERIAL MAY BE REUSED IN LOCATIONS TO BE RE-PAVED AT THE DISCRETION OF THE OWNER'S REPRESENTATIVE. 13. ALL REFUSE, DEBRIS, AND MISCELLANEOUS ITEMS TO BE REMOVED THAT ARE NOT TO BE STOCKPILED FOR LATER USE ON THE PROJECT OR DELIVERED TO THE OWNER SHALL BE LEGALLY DISPOSED OF OFF-SITE BY THE CONTRACTOR. 14. LOCATION OF EACH BENCH IS UNIQUE AND SHALL BE DOCUMENTED ON A PLAN AND SUBMITTED TO THE OWNER'S REPRESENTATIVE. EACH BENCH SHALL BE TEMPORARILY TAGGED TO CORRESPOND WITH THE PLAN DOCUMENT. NORTH SHEET REFERENCES: 1. SEE COVER SHEET L-1 FOR GENERAL NOTES. 2. SEE SHEET L-2 FOR EXISTING CONDITIONS PLAN. 3. SEE SHEET L-4 FOR LAYOUT AND MATERIALS PLAN. 4. SEE SHEET L-5 FOR GRADING AND DRAINAGE PLAN. 5. SEE SHEET L-6 FOR PLANTING PLAN. 6. SEE SHEET L-7 FOR BASIN ENLARGEMENT PLANS. 7. SEE SHEET L-8 FOR ADD ALTERNATES. 8. SEE SHEET L-9 FOR SITE PREPARATION DETAILS. 9. SEE SHEET L-10 TO L-12 FOR SITE IMPROVEMENT DETAILS. 10. SEE SHEET L-13 AND L-14 FOR DRAINAGE & GREEN INFRASTRUCTURE DETAILS. 11. SEE SHEET E-2 FOR ELECTRICAL POWER PLAN. 12. SEE SHEET TM-1 FOR TRAFFIC MANAGEMENT PLAN. INTERIM PIER AREA - SITE PREPARATION ENLARGEMENT SCALE: 1" = 20'-0" SCHEDULE OF EXISTING BENCHES NOTES: 1. SEE SITE PREP NOTE #14. 2. BENCHES B10 - B15 HAVE BEEN STOCKPILED AND DOCUMENTED BY THE PIER PROJECT. CONTRACTOR SHALL RELOCATE AND CONSOLIDATE THESE BENCHES TO PROJECT STOCKPILE. BENCH NO. DEDICATION PLAQUE INFORMATION B1 June & Jimmy B2 Frank & Mary Galvin B3 Gigi's Bench B4 Marie C. & David Puntz B5 Virginia A. Brown B6 James A. Hanley B7 Fred & Margaret Greehan, Regina Donnelly B8 Phillip and Marjorie Haeffner B9 Helen and Peter Georgilakis BENCH NO. DEDICATION PLAQUE INFORMATION B10 SEE NOTE #2 B11 SEE NOTE #2 B12 SEE NOTE #2 B13 SEE NOTE #2 B14 SEE NOTE #2 B15 SEE NOTE #2 B16 George and Ruth Bates B17 Marie and Guy Lamarca B18 Barbara J. Allen ---PAGE BREAK--- BENCH PAD, TYPE B CONCRETE SIDEWALK MEETS EXISTING BITUMINOUS SIDEWALK EMPTY CONDUIT FOR FUTURE LIGHTING, TYP. 3 L-10 FLEXIBLE POROUS PAVEMENT 1 L-10 CONCRETE SIDEWALK, TYP. 1 L-10 CONCRETE SIDEWALK, TYP. TRASH AND RECYCLING RECEPTACLES, TYP. 5 L-10 VERTICAL GRANITE CURB NEW SAWCUT EXTENTS OF EXISTING BITUMINOUS CONCRETE SIDEWALK, TYP. SEA WALL AND GUARDRAIL (BY OTHERS) PIER (BY OTHERS) BOLLARD (BY OTHERS); REMOVE AND RESET NEW SEAWALL AND GUARDRAIL (BY OTHERS) 6 L-10 BENCH PAD TYPE 7 L-10 BENCH PAD TYPE TYP. EMPTY CONDUIT FOR FUTURE LIGHTING, TYP. 4' BENCH (BY OTHERS), TYP. 2 L-10 BITUMINOUS CONCRETE PAVEMENT 2 L-10 BITUMINOUS CONCRETE PAVEMENT 9 L-10 PICNIC TABLE PAD, TYP. (LOCATION TO BE APPROVED BY OWNER'S REPRESENTATIVE, TYP. 10 L-10 CURB RAMP 2 L-10 BITUMINOUS CONCRETE PAVEMENT EXISTING BITUMINOUS PAVEMENT (SAW CUT EDGES) CONTRACTOR TO MARK PATH CENTERLINE/SAWCUT LINES IN THE FIELD FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO SAWCUTTING, TYP. ACCESSIBLE PICNIC TABLE PAD, TYP. PARC GRANT SIGN AND FOOTING 1 L-11 RELOCATED EXISTING BENCH, TYP. 7 L-10 BENCH PAD TYPE TYP. BENCH PAD, TYPE B 7 L-10 BENCH PAD TYPE TYP. 7 L-10 BENCH PAD TYPE TYP. 7 L-10 BENCH PAD TYPE TYP. ACCESSIBLE PICNIC TABLE (BY OTHERS) RELOCATED EXISTING PICNIC TABLE 9 L-10 ADD ALTERNATE 3 - BITUMINOUS CONCRETE PATH AT PAVILION (SEE SHEET L-8) ADD ALTERNATE 1 - FLEXIBLE POROUS PAVING PATH EXTENSION (SEE SHEET L-8) 3 L-11 4 L-11 ADD ALTERNATE 4 - STEEL HOT COAL RECEPTACLE CENTERLINE OF PATH TO ALIGN WITH CENTERLINE OF EXISTING SIDEWALK ALIGN B1 B2 B3 B4 B5 B6 B7 B9 B8 B10 B11 B12 B13 B14 B15 B16 B17 B18 2 L-10 BITUMINOUS CONCRETE PAVEMENT TRANSITION APRON) EMPTY CONDUIT FOR FUTURE LIGHTING, TYP. EQ. EQ. 53'-6" 14'-2" 48'-7" 46'-11" 24'-2" 46'-2" 19'-2" 21'-9" 14'-0" 9' 119° 8' 5' CP CP N3020862.5241 E826167.2964 N3020847.3456 E826187.4195 POB1 STA 0+00 N3020842.6643 E826193.6262 STA 0+71.64 STA 0+92.61 STA 1+13.48 PC STA 1+34.53 N3020955.7470 E826267.0976 N3021004.5333 E826244.6722 N3020994.49 E826316.09 N3021000.53 E826330.32 EP 2+13.21 PT 1+97.76 STA 1+73.54 STA 1+55.57 R:117.9 L:63.20 D:31.0 TRASH AND RECYCLING RECEPTACLES, TYP. R5' R5' R15' R15' R12' R5' R5' R5' R3' R3' R15' 21' 24'-9" TRASH AND RECYCLING RECEPTACLES, TYP. 1 L-11 90° N3020973.34 E826337.10 N3020968.79 E826329.36 N3020963.06 E826322.33 N3020957.39 E826317.20 N3020963.82 E826349.34 N3020984.14 E826397.32 POB 5 N3020966.22 E826414.34 N3020962.72 E826451.33 N3021011.63 E826358.07 N3021016.42 E826331.74 N3021045.78 E826343.52 N3021071.47 E826311.16 N3021006.83 E826384.34 N3021035.47 E826384.47 N3021059.44 E826366.84 N3021114.51 E826410.70 N3021105.94 E826403.03 N3021072.88 E826385.25 N3021083.68 E826388.90 POB2 STA 0+00 CP STA 0+37.73 1 L-11 CP STA 0+49.16 PT STA 0+75.63 PC STA 0+87.10 N3021140.60 E826426.89 POB3 STA 0+00 N3021199.22 E826429.66 PC STA 1+77.71 N3021214.83 E826425.59 EP2 STA 1+93.86 N3021217.21 E826374.92 EP4 STA 0+88.86 N3021013.01 E826425.08 PT STA 0+42.08 N3020995.17 E826413.30 PC STA 0+19.67 N3020993.61 E826410.10 PT STA 0+16.11 N3021149.11 E826429.29 CP STA 0+08.84 N3021187.71 E826423.42 CP STA 0+00 N3021212.74 E826395.86 EP3 STA 0+00 N3021224.20 E826461.89 POB4 STA 0+00 N3021214.37 E826423.75 PC STA 0+39.32 N3021213.89 E826389.54 PT STA 0+73.86 R:35 L:16.04 D:27.0 R:21.19 L:22.41 D:61.09 R:80.13 L:75.71 D:54.13 R:18.04 L:24.59 D:78.10 R:89.33 L:90.50 D:58.05 R:57.06 L:86.48 D:86.84 R:72.5 L:34.54 D:27.30 LIMIT OF WORK 7 L-10 7 L-10 LEGEND LIMIT OF WORK PARK BENCH (BY OTHERS) VERTICAL GRANITE CURB PICNIC TABLE (BY OTHERS) TRASH AND RECYCLING RECEPTACLES CONCRETE SIDEWALK EXISTING BITUMINOUS PAVING EP CP POB PI END POINT CONTROL POINT POINT OF BEGINNING TYP R TYPICAL RADIUS POINT OF INTERSECTION PRC PCC POINT OF COMPOUND CURVATURE PT PC POINT OF TANGENCY POINT OF CURVATURE POINT OF REVERSE CURVATURE L LENGTH D ANGLE EMPTY CONDUIT FOR FUTURE LIGHTING NEW BITUMINOUS PAVING B00 ALIGN ALIGN MP MID POINT P00 12' 13'-4 1/2" 6' TYP. 21'-9" 12' 13' 12' 3' CONCRETE SCORING, TYP. EQ. EQ. EQUAL PANELS EQ. EQ. 31'-9" EQUAL PANELS EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. 10' 6' SPACING, TYP. ALONG CL RUN 6' 6' SPACING ALONG CL RUN 6' 8' 5' EQ. EQ. EQ. EQ. EQ. SPACING EQ. SPACING ±24', EQ. SPACING R:33.28 L:18.61 D:32.05 N3021015.39 E826331.57 EQ. EQ. 53'-6" CP 14'-2" 48'-7" CP N3020978.03 E826352.01 N3021045.03 E826364.27 N3020976.21 E826371.88 N3020964.65 E826357.62 N3020967.53 E826341.88 N3020983.38 E826332.63 N3021017.45 E826331.94 N3021047.02 E826344.26 N3021058.57 E826358.52 N3021055.70 E826374.26 N3021039.84 E826383.51 N3021007.83 E826384.57 N3021005.78 E826384.19 POB6&EP STA 0+00.00 PCC STA 2+23.34 N3020963.80 E826349.36 MP STA 0+08.44 PCC STA 0+16.88 PCC STA 0+35.52 PT STA 0+67.83 MP STA 0+68.87 N3021016.40 E826331.75 PC STA 0+69.91 PCC STA 1+02.24 PCC STA 1+20.83 N3021059.49 E826366.85 N3021006.80 E826384.30 MP STA 1+29.31 PCC STA 1+37.79 PCC STA1+56.40 PT STA 1+88.68 MP STA 1+89.72 PC STA 1+90.76 N3021011.58 E826358.12 R:75.33 L:32.28 D:24.55 R:14.81 L:16.96 D:65.63 Client/Owner: Sheet Title: Sheet No: Job Number: Drawn By: Description: Date: Number: Revisions Date: City of Salem 98 Washington St. Salem, MA 01970 27 School Street, Boston, MA 02108 tel. [PHONE REDACTED] www.hatch.com Reviewed By: SALEM, MA SALEM WILLOWS PHASE 2 IMPRO9EMENTS BID DOCUMENTS Project: Stamp: H-368807 MAY 8, 2024 Designed By: MP/JN JB DB SCALE: 1" = 20' LAYOUT AND MATERIALS PLAN L-4 SCALE: 1" = 20' 40' 10' 20' 0' NORTH LAYOUT AND MATERIALS NOTES: 1. ALL LAYOUT LINES, OFFSETS OR REFERENCES TO LOCATING OBJECTS ARE EITHER PARALLEL OR PERPENDICULAR UNLESS OTHERWISE NOTED. 2. THE CONTRACTOR SHALL CONFIRM EXISTING PATHWAY LIMITS AND ALIGNMENTS WITH THE CONSTRUCTION DOCUMENTS AND NOTIFY THE OWNERS REPRESENTATIVE OF ANY DISCREPANCIES BETWEEN THE TWO. 3. ALL PROPOSED PATHWAYS AND SITE IMPROVEMENTS SHALL BE LAID OUT AND STAKED FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION BY THE OWNER;S REPRESENTATIVE. ANY REQUIRED FIELD ADJUSTMENTS SHALL BE UNDERTAKEN AT NO ADDITIONAL COST TO THE OWNER. 4. CONTRACTOR SHALL SET, PROTECT, AND REPLACE ALL REFERENCE MARKINGS AND STAKING AS NECESSARY OR AS REQUIRED BY THE OWNER'S REPRESENTATIVE. 5. ALL LINES AND DIMENSIONS ARE PARALLEL OR PERPENDICULAR TO THE LINES FROM WHICH THEY ARE MEASURED UNLESS OTHERWISE INDICATED. SHEET REFERENCES: 1. SEE COVER SHEET L-1 FOR GENERAL NOTES. 2. SEE SHEET L-2 FOR EXISTING CONDITIONS PLAN. 3. SEE SHEET L-3 FOR SITE PREPARATION PLAN. 4. SEE SHEET L-5 FOR GRADING AND DRAINAGE PLAN. 5. SEE SHEET L-6 FOR PLANTING PLAN. 6. SEE SHEET L-7 FOR BASIN ENLARGEMENT PLANS. 7. SEE SHEET L-8 FOR ADD ALTERNATES. 8. SEE SHEET L-9 FOR SITE PREPARATION DETAILS. 9. SEE SHEET L-10 TO L-11 FOR SITE IMPROVEMENT DETAILS. 10. SEE SHEET L-13 AND L-14 FOR DRAINAGE & GREEN INFRASTRUCTURE DETAILS. 11. SEE SHEET E-2 FOR ELECTRICAL POWER PLAN. 12. SEE SHEET TM-1 FOR TRAFFIC MANAGEMENT PLAN. SCORING LAYOUT PLAN OVAL LAYOUT ENLARGEMENT PLAN SCALE: 1" = 20' SCALE: 1" = 20' LAYOUT AND MATERIALS PLAN SCALE: 1" = 20' ---PAGE BREAK--- 10 12 13 14 14 14 15 15 15 15 15 16 16 16 16 16 17 17 17 17 18 18 18 18 19 19 19 19 20 20 20 20 21 21 16.46 15.44 (15.05) (15.68) (15.41) (15.31) 15.69 15.53 15.40 14.98 TOP OF DECK 13.00 13.00 (14.10) 16.65 (16.61) 16.70 13.00 15 15 14 13 18 17 16 16 16 16 16 15 14 13 14 17 16.46 12.65 12.90 13.33 13 12 TR 16.42 TC/TR 16.33 BC (15.79) TC (15.60) BC (15.10) BR 15.89 16 16 16 16 16 BR (15.69) BR (15.69) (17.00) (17.10) 16.55 15.40 15.55 15.60 15.16 15.30 15.78 15.78 15 14 13.51 13 15 11 14.86 14.71 16.07 16.25 HP 16.30 16.15 17 17 16 16.03 16.50 16.56 HP 16.80 (16.51) (16.41) 15.85 16 17 11.00 TW 13.00 BW 11.00 TW 13.00 BW 11.00 TW 13.00 16.15 18 13 14 16 15 D D D D D D D AD CO OF OF 15 16.67 16.67 16.95 16.95 18 14 13 15.25 15.03 15 16.05 HP 16.11 15.68 15 15.08 15.18 15.50 15.41 14.94 13.99 B-5 B-4 15.64 12.70 12.90 (14.00) 13.43 12.70 13.20 TC 12.35 TC 12.10 12.60 TC 12.10 12.60 13 14 15 16 17 18 19 21 22 GRANITE CURB LEVEL SPREADER (ELEV.12.10) INV(IN): 11.70 INV(IN):13.20 12"Ø BIORETENTION BASIN OVERFLOW STRUCTURE RIM ELEV: 15.50 INV(OUT): 13.50 10" (SDR21) PVC, L=15.6, @S=1.92% 12"Ø BIORETENTION BASIN OVERFLOW STRUCTURE RIM ELEV: 13.50 INV(OUT): 11.75 10" (SCH.80) PVC, L=5.0', @S=3.97% PROPOSED CLEAN OUT REMOVE EXISTING GRATE AND REPLACE WITH PROPOSED MANHOLE FRAME & COVER R=12.82 PROPOSED AREA DRAIN RIM: 15.08 INV.: 12.97 PROPOSED 6" (SDR21) PVC PIPE, L=87' @S=0.25% 14.75 12.75 11.35 16 TYPE T-100 GRANITE CURB 5 L-14 4 L-10 4 L-14 BIORETENTION BASIN 1 (SEE BASIN ENLARGEMENT PLAN SHEET L-7) 4 L-14 BIORETENTION BASIN 2 (SEE BASIN ENLARGEMENT PLAN SHEET L-7) 4 L-14 BIORETENTION BASIN 3 (SEE BASIN ENLARGEMENT PLAN SHEET L-7) 3 L-14 1 L-13 2 L-14 3 L-14 REMOVE EXISTING GRATE AND REPLACE WITH PROPOSED MANHOLE FRAME & COVER REMOVE EX. GRATE AND REPLACE WITH PROPOSED MANHOLE FRAME & COVER 12.95 12.79 12.80 13.16 12.61 12.66 12.00 12 12 11.35 11.35 TC 12.10 LIMIT OF WORK ADD ALTERNATE 3 - BITUMINOUS CONCRETE PATH AT PAVILION (SEE SHEET L-8) PROPOSED OUTLET ELEV. 12.75 LEGEND PROPOSED CONTOUR EXISTING CONTOUR TOP OF WALL BOTTOM OF WALL LOW POINT HIGH POINT SPOT ELEVATION 37 HP 36.24 24.50 LP 36.24 INVERT INV. 32.00 EXISTING SPOT ELEVATION TW 36.24 BW 36.24 LIMIT OF WORK TRENCH DRAIN CLEANOUT DRAINAGE PIPE SUBSURFACE INFILTRATION SYSTEM TOP OF CURB BOTTOM OF CURB TC 36.24 BC 36.24 TOP OF RAMP BOTTOM OF RAMP TR 36.24 BR 36.24 OVERFLOW STRUCTURE CO OF AD AREA DRAIN Client/Owner: Sheet Title: Sheet No: Job Number: Drawn By: Description: Date: Number: Revisions Date: City of Salem 98 Washington St. Salem, MA 01970 27 School Street, Boston, MA 02108 tel. [PHONE REDACTED] www.hatch.com Reviewed By: SALEM, MA SALEM WILLOWS PHASE 2 IMPRO9EMENTS BID DOCUMENTS Project: Stamp: H-368807 MAY 8, 2024 Designed By: MP/JN JB DB SCALE: 1" = 20' GRADING AND DRAINAGE PLAN L-5 SCALE: 1" = 20' 40' 10' 20' 0' GRADING AND DRAINAGE NOTES: 1. THE CONTRACTOR SHALL VERIFY ALL EXISTING GRADES IN THE FIELD AND SHALL REPORT ANY DISCREPANCIES BETWEEN THE EXISTING AND PROPOSED CONDITION TO THE OWNER. 2. ALL PROPOSED TOP OF CURB ELEVATIONS ARE SIX INCHES ABOVE THE BOTTOM OF THE CURB UNLESS OTHERWISE ONE THESE PLANS. 3. ALL BENCH AND PICNIC TABLE PADS SHOULD NOT EXCEED 1.5% MAXIMUM SLOPE. 4. THE CONTRACTOR SHALL VERIFY ALL GRADES IN THE FIELD AND REPORT ANY DISCREPANCIES BETWEEN PROPOSED AND EXISTING IMMEDIATELY TO THE OWNER'S REPRESENTATIVE. 5. CONTRACTOR SHALL STAKE LIMITS OF SWALE AND BIORETENTION BASIN IN THE FIELD PRIOR TO COMMENCING EXCAVATION. BASIN AND SWALE ROUGH GRADING SHALL BE APPROVED IN THE FIELD BY OWNER'S REPRESENTATIVE. 6. ALL PROPOSED PAVEMENTS SHALL SMOOTHLY MEET THE LINE, GRADE AND EDGES OF EXISTING ADJACENT PAVEMENT SURFACES AS WELL THE TOP OF RAMPS AND BACK OF CURBS. 7. WHERE NEW EARTHWORK MEETS EXISTING EARTHWORK, CONTRACTOR SHALL BLEND THE GRADES SMOOTHLY, PROVIDING VERTICAL CURVES OR ROUNDS AT ALL TOP AND BOTTOM OF SLOPES, AND ELIMINATE ROUGH SPOTS AND ABRUPT GRADE CHANGES. 8. CONTRACTOR SHALL ENSURE ALL AREAS PROPERLY PITCH TO DRAIN, WITH NO SURFACE WATER PONDING OR PUDDLING. 9. ALL NEW WALKWAY / ACCESS PATH GRADING MUST CONFORM TO CURRENT AMERICANS WITH DISABILITIES ACT (ADA), AND MASSACHUSETTS ARCHITECTURAL ACCESS BOARD (MAAB) REGULATIONS: WALKWAYS SHALL MAINTAIN A CROSS PITCH OF NOT MORE THAN ONE AND A HALF PERCENT AND THE RUNNING SLOPE (PARALLEL TO THE DIRECTION OF TRAVEL) BETWEEN 1% MIN. AND 4.5% MAX. ANY DISCREPANCIES NOT ALLOWING THIS TO OCCUR SHALL BE REPORTED TO THE OWNERS REPRESENTATIVE PRIOR TO CONTINUING WORK. 10. ALL UTILITY GRATES, COVERS OR OTHER SURFACE ELEMENTS INTENDED TO BE EXPOSED AT GRADE SHALL BE FLUSH WITH THE ADJACENT FINISHED GRADE AND ADJUSTED TO PROVIDE A SMOOTH TRANSITION AT ALL EDGES. 11. EXCAVATION REQUIRED WITHIN PROXIMITY OF KNOWN EXISTING UTILITY LINES SHALL BE DONE BY HAND. CONTRACTOR SHALL REPAIR ANY DAMAGE TO EXISTING UTILITY LINES OR STRUCTURES INCURRED DURING CONSTRUCTION OPERATIONS AT NO COST TO THE OWNER. 12. THE CONTRACTOR IS CAUTIONED THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AND STRUCTURES, AS SHOWN ON THESE PLANS, IS BASED ON THE EXISTING SURVEY. THIS INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR, PRIOR TO THE START OF CONSTRUCTION, SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES AND STRUCTURES IN THE FIELD. THE CONTRACTOR MUST CONTACT THE APPROPRIATE UTILITY COMPANY, AND ANY GOVERNING PERMITTING AUTHORITY, AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION WORK TO REQUEST THE EXACT FIELD LOCATION OF UTILITIES AND THE OWNER'S REPRESENTATIVE SHALL BE NOTIFIED, IN WRITING, OF ANY UTILITIES INTERFERING WITH THE PROPOSED CONSTRUCTION AND APPROPRIATE REMEDIAL ACTIONS TAKEN BEFORE PROCEEDING WITH THE WORK. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLAN. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING AND MAINTAINING ALL CONTROL POINTS AND BENCH MARKS NECESSARY FOR THE WORK. NORTH DB/RK SHEET REFERENCES: 1. SEE COVER SHEET L-1 FOR GENERAL NOTES. 2. SEE SHEET L-2 FOR EXISTING CONDITIONS PLAN. 3. SEE SHEET L-3 FOR SITE PREPARATION PLAN. 4. SEE SHEET L-4 FOR LAYOUT AND MATERIALS PLAN. 5. SEE SHEET L-6 FOR PLANTING PLAN. 6. SEE SHEET L-7 FOR BASIN ENLARGEMENT PLANS. 7. SEE SHEET L-8 FOR ADD ALTERNATES. 8. SEE SHEET L-9 FOR SITE PREPARATION DETAILS. 9. SEE SHEET L-10 TO L-11 FOR SITE IMPROVEMENT DETAILS. 9. SEE SHEET L-12 FOR PLANTING DETAILS. 10. SEE SHEET L-13 AND L-14 FOR DRAINAGE & GREEN INFRASTRUCTURE DETAILS. 11. SEE SHEET E-2 FOR ELECTRICAL POWER PLAN. 12. SEE SHEET TM-1 FOR TRAFFIC MANAGEMENT PLAN. ---PAGE BREAK--- LAWN SEED MIX, TYP. LAWN SEED MIX, TYP. BIORETENTION BASIN 2 (SEE SHEET L-7 FOR PLANTING) 2 L-12 TREE PLANTING - BASE BID, TYP. BIORETENTION BASIN 1 (SEE SHEET L-7 FOR PLANTING) 2 L-12 TREE PLANTING - ADD ALTERNATE, TYP. 5 L-12 HERBACEOUS PLUG PLANTING NATIVE COASTAL GRASSLAND, TYP. EXISTING SHRUBS TO REMAIN 2 L-12 TREE PLANTING - BASE BID, TYP. 1 L-12 EXISTING TREE TREATMENT, TYP. 1 L-12 EXISTING TREE TREATMENT, TYP. 2 L-12 TREE PLANTING - BASE BID, TYP. D D D D D D D AD CO OF OF EROSION CONTROL MATTING, TYP. 7 L-12 ADD ALTERNATE 3 - BITUMINOUS CONCRETE PATH AT PAVILION (SEE SHEET L-8) ADD ALTERNATE 1 - FLEXIBLE POROUS PAVING PATH EXTENSION (SEE SHEET L-8) 6 L-12 SEED ESTABLISHMENT FENCE, TYP. SEED ESTABLISHMENT FENCE, TYP. 6 L-12 6 L-12 SEED ESTABLISHMENT FENCE, TYP. LIMIT OF WORK 3 MP (ADD ALT 5) 25 AT, 25 DC, 25 SS, 25 PV (ADD ALT 5; BASE BID SHALL BE LAWN SEED AND NS IN THIS AREA) ADD ALTERNATE 4 - STEEL HOT COAL ASH RECEPTACLE (SEE SHEET L-8) 10 12 13 14 14 14 15 15 15 15 15 16 16 16 16 16 17 17 17 17 18 18 18 18 19 19 19 19 20 20 20 20 21 21 5 L-12 HERBACEOUS PLUG PLANTING NATIVE COASTAL GRASSLAND, TYP. LAWN SEED MIX, TYP. 5 L-11 LANDSCAPE BOULDER, TYP. BIORETENTION BASIN 3 (SEE SHEET L-7 FOR PLANTING) 3 L-12 SHRUB PLANTING, TYP. LAWN SEED MIX, TYP. QV-2 QV PO PO QV SA PO PO NS NS QV QV QV QR (ADD ALT 5) TA (ADD ALT 5) TA (ADD ALT 5) QM (ADD ALT 5) SA (ADD ALT 5) QM (ADD ALT 5) TA (ADD ALT 5) NS (ADD ALT 5) 3 RV 5 MP 3 RV 4 MP 4 MP RV 4 PM 5 RV 3 MP 4 RV 4 MP 6 MP 3 PM 52 AT 52 DC 52 SS 52 PV 87 AT 87 DC 87 SS 87 PV 63 AT 63 DC 63 SS 63 PV 28 AT 28 DC 28 SS 28 PV 108 AT 108 DC 108 SS 108 PV LEGEND LIMIT OF WORK LAWN SEED MIX TREE PLANTING - BASE BID EXISTING TREE TO REMAIN SHRUB PLANTINGS HERBACEOUS PLUG PLANTING BIORETENTION BASIN HERBACEOUS PLUG PLANTING NATIVE COASTAL GRASSLAND ADD ALTERNATE 5 TREE PLANTING (SHEET L-8) EROSION CONTROL MATTING SEED ESTABLISHMENT FENCE Client/Owner: Sheet Title: Sheet No: Job Number: Drawn By: Description: Date: Number: Revisions Date: City of Salem 98 Washington St. Salem, MA 01970 27 School Street, Boston, MA 02108 tel. [PHONE REDACTED] www.hatch.com Reviewed By: SALEM, MA SALEM WILLOWS PHASE 2 IMPRO9EMENTS BID DOCUMENTS Project: Stamp: H-368807 MAY 8, 2024 Designed By: MP/JN JB DB SCALE: 1" = 20' PLANTING PLAN L-6 SCALE: 1" = 20' 40' 10' 20' 0' PLANTING NOTES: 1. SEE SHEET L-7 FOR ADD ALTERNATE PLANT SCHEDULE 2. ALL PLANTS SHALL BE STRAIGHT SPECIES UNLESS OTHERWISE NOTED ON THE PLANT SCHEDULE, SEE SHEET L-12 . 3. IF DISCREPANCIES EXIST BETWEEN NUMBER OF PLANTS ON THE PLANTING PLAN AND NUMBER OF PLANTS IN THE PLANT SCHEDULE, THE PLANTING PLAN SHALL GOVERN. 4. SEED ALL UPLAND DISTURBED AREAS (AT DIRECTION OF LANDSCAPE ARCHITECT) WITH APPROVED SEED MIX. CONTRACTOR SHALL PROVIDE COIR EROSION CONTROL MATTING AT 3:1 SLOPES AND GREATER. 5. ALL SEEDED AREAS NOT RECEIVING PLANT ESTABLISHMENT FENCE SHALL BE PROTECTED BY SEED ESTABLISHMENT FENCE. FENCE SHALL BE IN PLACE IMMEDIATELY FOLLOWING SEED APPLICATION UNTIL GERMINATION IS COMPLETE. SEE DETAIL 6, SHEET L-12 FOR SEED ESTABLISHMENT FENCE. 6. STAKE LOCATION OF ALL PROPOSED PLANTING FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO THE COMMENCEMENT OF PLANTING. 7. PRUNE TREES IN ACCORDANCE WITH THE SPECIFICATION (024110). 8. SUBSTITUTIONS OF PLANT SPECIES SHALL NOT BE PERMITTED. IN CASES WHERE INDIVIDUAL SPECIES ARE NOT COMMERCIALLY AVAILABLE, QUANTITIES WILL BE MADE UP WITH ANOTHER SPECIES IN THE PLANT SCHEDULE AFTER WRITTEN APPROVAL BY THE LANDSCAPE ARCHITECT. 9. CONTRACTOR SHALL IDENTIFY SOURCING FOR ALL PLANT MATERIAL WITHIN THIRTY (30) DAYS OF AWARD OF CONTRACT. 10. NO PLANT MATERIAL SHALL BE PLANTED BEFORE ACCEPTANCE OF FINAL GRADING AND SLOPE TREATMENTS BY THE LANDSCAPE ARCHITECT. 11. WATERING OF INSTALLED PLANTS AND SEEDED AREAS, SHALL OCCUR WITHIN 24 HOURS OF THE FIRST DAY OF PLANTING OR SEEDING AND CONTINUE AS OUTLINED IN THE CONTRACT DOCUMENTS. 12. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING ALL DAMAGED, STOLEN, DEAD, DECLINING OR LOST PLANT MATERIAL UNTIL THE COMPLETION OF THE MAINTENANCE AND GUARANTEE PERIODS. 13. ALL NEW PLANTS SHALL BE TAGGED AND APPROVED BY THE LANDSCAPE ARCHITECT AT THE NURSERY PRIOR TO DELIVERY TO SITE. TAGGING REPRESENTATIVE SAMPLES OF SHRUBS AND HERBACEOUS MATERIAL MAY BE ACCEPTABLE WITH PRIOR APPROVAL. 14. CONTRACTOR SHALL LOCATE AND MARK ALL EXISTING AND PROPOSED UTILITIES TO VERIFY PROPOSED PLANT LOCATIONS AND SHALL REPORT ANY CONFLICTS TO THE LANDSCAPE ARCHITECT. 15. CONTRACTOR SHALL STAKE ALL PROPOSED TREE LOCATIONS FOR REVIEW AND POTENTIAL ADJUSTMENT BY LANDSCAPE ARCHITECT. 16. INSTALLATION OF HERBACEOUS MATERIAL IN MIXED PLANTING BEDS SHALL OCCUR ONLY AFTER SHRUBS AND/OR TREES HAVE BEEN INSTALLED. NORTH SHEET REFERENCES: 1. SEE COVER SHEET L-1 FOR GENERAL NOTES. 2. SEE SHEET L-2 FOR EXISTING CONDITIONS PLAN. 3. SEE SHEET L-3 FOR SITE PREPARATION PLAN. 4. SEE SHEET L-4 FOR LAYOUT AND MATERIALS PLAN. 5. SEE SHEET L-5 FOR GRADING AND DRAINAGE PLAN 6. SEE SHEET L-7 FOR BASIN ENLARGEMENT PLANS. 7. SEE SHEET L-8 FOR ADD ALTERNATES. 8. SEE SHEET L-9 FOR SITE PREPARATION DETAILS. 9. SEE SHEET L-10 AND L-11 FOR SITE IMPROVEMENT DETAILS. 8. SEE SHEET L-12 FOR PLANTING DETAILS. 9. SEE SHEET L-13 AND L-14 FOR DRAINAGE & GREEN INFRASTRUCTURE DETAILS. 10. SEE SHEET E-2 FOR ELECTRICAL POWER PLAN. 11. SEE SHEET TM-1 FOR TRAFFIC MANAGEMENT PLAN. ---PAGE BREAK--- D D OF 12"Ø BIORETENTION BASIN OVERFLOW STRUCTURE RIM ELEV: 15.50 INV(OUT): 13.50 LIMIT OF BASIN BOTTOM OF BASIN ALLOW MIN. 24" PATH SHOULDER AT 1.5%, TYP. 3:1 SIDE SLOPE, TYP. PROPOSED 10" SDR21 PVC DRAIN L=15.6' @S=1.92% 3 L-14 14.75 46'-8" 3'-6" TYP. 2'-3" 17'-2" D D OF LIMIT OF BASIN BOTTOM OF BASIN 12"Ø BIORETENTION BASIN OVERFLOW STRUCTURE RIM ELEV: 13.50 INV(OUT): 11.75 PROPOSED 6" (SDR21) PVC PIPE, L=87' @S=0.25% 10" (SCH.80) PVC, L=5.0', @S=3.97% INV(IN): 11.70 PROPOSED OUTLET ELEV. 12.75 7'-4" TYP. 3:1 SIDE SLOPE, TYP. R 1.5' 40' 10' 5'-9" 3 L-14 ALLOW MIN. 24" PATH SHOULDER AT 1.5%, TYP. 13.99 14 12.75 10 12 13 GRANITE CURB LEVEL SPREADER (ELEV.12.10) GABION MATTRESS AND SPILLWAY (BASIN 3) REMOVE GRATE AND REPLACE WITH MANHOLE FRAME & COVER LIMIT OF BASIN BOTTOM OF BASIN 3' TYP. 5 L-14 6 L-14 3:1 SIDE SLOPE, TYP. R 3.5' R 3' R 1.5' 3'-11" TYP. 2' TYP. 1'-11" TYP. 10'-6" 6'-5" TYP. 38' 12' 6' LANDSCAPE BOULDER, TYP. 5 L-11 TYPE T-100 GRANITE CURB 5 L-11 ALLOW MIN. 24" PATH SHOULDER AT TYP. 13.00 13 12.65 12.90 TW 13.00 BW 11.00 12.70 TC 12.35 TC 12.10 BC 11.00 TC 12.10 2% 1.5% 13 1.5% 2% % 2% 12.84 9% 6% 12.60 12.75 BC 12.00 11.35 10 175 JE 50 PV 75 VH 125 PV 125 SO 100 AT 100 SS HERBACEOUS PLUG PLANTING, TYP. (BOTTOM OF BASIN) 5 L-12 HERBACEOUS PLUG PLANTING, TYP. (BASIN SIDE SLOPE) 5 L-12 D D OF 100 JE 50 PV 50 VH 50 PV 50 SO 75 AT 75 SS HERBACEOUS PLUG PLANTING, TYP. (BOTTOM OF BASIN) 5 L-12 HERBACEOUS PLUG PLANTING, TYP. (BASIN SIDE SLOPE) 5 L-12 D D OF 225 JE 125 PV 125 VH 5 L-12 HERBACEOUS PLUG PLANTING, TYP. (BASIN SIDE SLOPE) 5 L-12 100 PV 75 SO 75 AT 75 SS HERBACEOUS PLUG PLANTING, TYP. (BOTTOM OF BASIN) BIORETENTION BASIN ENLARGEMENT PLANS L-7 SCALE: 1"=10'-0" NOTE: SEE SHEET L-1 FOR GENERAL NOTES. LEGEND: PROPOSED CONTOUR EXISTING CONTOUR SPOT ELEVATION EXISTING SPOT ELEVATION HERBACEOUS PERENNIAL PLANTING (SIDE SLOPE) HERBACEOUS PERENNIAL PLANTING (BOTTON); INCLUDES EROSION CONTROL MATTING BIORETENTION BASIN 3 PLANTING PLAN LAYOUT AND GRADING PLAN SCALE: 1"=10'-0" BIORETENTION BASIN 2 PLANTING PLAN LAYOUT AND GRADING PLAN SCALE: 1"=10'-0" BIORETENTION BASIN 1 PLANTING PLAN LAYOUT AND GRADING PLAN BIOBASIN PLUG PLANTINGS QTY SYM SCIENTIFIC NAME COMMON NAME SIZE COMMENTS 100 AT Asclepias tuberosa Butterfly Weed 2.5" PLUG 12" O.C., SIDE 175 JE Juncus effusus Common Rush 2.5" PLUG 175 PV Panicum virgatum 2.5" PLUG 100 SS Schizachyrium scoparium Little Bluestem 2.5" PLUG 75 VH Verbena hastata Swamp Verbena 2.5" PLUG NOTE: SEE SHEET L-1 FOR GENERAL NOTES. LEGEND: PROPOSED CONTOUR EXISTING CONTOUR SPOT ELEVATION EXISTING SPOT ELEVATION HERBACEOUS PERENNIAL PLANTING (SIDE SLOPE) HERBACEOUS PERENNIAL PLANTING (BOTTOM); INCLUDES EROSION CONTROL MATTING BEEHIVE OVERFLOW STRUCTURE NOTE: SEE SHEET L-1 FOR GENERAL NOTES. LEGEND: PROPOSED CONTOUR EXISTING CONTOUR SPOT ELEVATION EXISTING SPOT ELEVATION HERBACEOUS PERENNIAL PLANTING (SIDE SLOPE) HERBACEOUS PERENNIAL PLANTING (BOTTOM); INCLUDES EROSION CONTROL MATTING BEEHIVE OVERFLOW STRUCTURE SO Solidago sempervirens Seaside Goldenrod 2.5" PLUG 125 12" O.C., SIDE 12" O.C., SIDE & BOTTOM 12" O.C., SIDE 12" O.C., BOTTOM 12" O.C., BOTTOM BIOBASIN PLUG PLANTINGS QTY SYM SCIENTIFIC NAME COMMON NAME SIZE COMMENTS 75 AT Asclepias tuberosa Butterfly Weed 2.5" PLUG 12" O.C., SIDE 100 JE Juncus effusus Common Rush 2.5" PLUG 100 PV Panicum virgatum 2.5" PLUG 75 SS Schizachyrium scoparium Little Bluestem 2.5" PLUG 50 VH Verbena hastata Swamp Verbena 2.5" PLUG NOTES: 1. SEE SHEET L-1 FOR GENERAL NOTES. 2. SEE SHEET L-5 FOR GRADING AND DRAINAGE PLAN. 3. MINIMUM GROUPINGS OF 7 PLANTS, TYPICAL. LANDSCAPE ARCHITECT TO APPROVE PLANTING BED PREPARATION AND FLAG SPECIES LOCATIONS PRIOR TO PLANT INSTALLATION. 4. SEE SHEET L-8 FOR ADD ALTERNATE 5 PLANT SCHEDULE. 5. SEE SHEET L-12 FOR FULL PLANT SCHEDULE AND PLANTING DETAILS. 6. NO CULTIVARS ALLOWED. 7. ANY PLANT SUBSTITUTIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SOURCING. SO Solidago sempervirens Seaside Goldenrod 2.5" PLUG 50 12" O.C., SIDE 12" O.C., SIDE & BOTTOM 12" O.C., SIDE 12" O.C., BOTTOM 12" O.C., BOTTOM BIOBASIN PLUG PLANTINGS QTY SYM SCIENTIFIC NAME COMMON NAME SIZE COMMENTS 75 AT Asclepias tuberosa Butterfly Weed 2.5" PLUG 12" O.C., SIDE 225 JE Juncus effusus Common Rush 2.5" PLUG 225 PV Panicum virgatum 2.5" PLUG 75 SS Schizachyrium scoparium Little Bluestem 2.5" PLUG 125 VH Verbena hastata Swamp Verbena 2.5" PLUG SO Solidago sempervirens Seaside Goldenrod 2.5" PLUG 75 12" O.C., SIDE 12" O.C., SIDE & BOTTOM 12" O.C., SIDE 12" O.C., BOTTOM 12" O.C., BOTTOM 17 16 15 16 NOTES: 1. SEE SHEET L-1 FOR GENERAL NOTES. 2. SEE SHEET L-5 FOR GRADING AND DRAINAGE PLAN. 3. MINIMUM GROUPINGS OF 7 PLANTS, TYPICAL. LANDSCAPE ARCHITECT TO APPROVE PLANTING BED PREPARATION AND FLAG SPECIES LOCATIONS PRIOR TO PLANT INSTALLATION. 4. SEE SHEET L-8 FOR ADD ALTERNATE 5 PLANT SCHEDULE. 5. SEE SHEET L-12 FOR FULL PLANT SCHEDULE AND PLANTING DETAILS. 6. NO CULTIVARS ALLOWED. 7. ANY PLANT SUBSTITUTIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SOURCING. NOTES: 1. SEE SHEET L-1 FOR GENERAL NOTES. 2. SEE SHEET L-5 FOR GRADING AND DRAINAGE PLAN. 3. MINIMUM GROUPINGS OF 7 PLANTS, TYPICAL. LANDSCAPE ARCHITECT TO APPROVE PLANTING BED PREPARATION AND FLAG SPECIES LOCATIONS PRIOR TO PLANT INSTALLATION. 4. SEE SHEET L-8 FOR ADD ALTERNATE 5 PLANT SCHEDULE. 5. SEE SHEET L-12 FOR FULL PLANT SCHEDULE AND PLANTING DETAILS. 6. NO CULTIVARS ALLOWED. 7. ANY PLANT SUBSTITUTIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SOURCING. 15 14 13 15 14 12 12 Client/Owner: Sheet Title: Sheet No: Job Number: Drawn By: Description: Date: Number: Revisions Date: City of Salem 98 Washington St. Salem, MA 01970 27 School Street, Boston, MA 02108 tel. [PHONE REDACTED] www.hatch.com Reviewed By: SALEM, MA SALEM WILLOWS PHASE 2 IMPRO9EMENTS BID DOCUMENTS Project: Stamp: H-368807 MAY 8, 2024 Designed By: MP/JN JB DB R 2' R 7' R 2.5' 11.35 ---PAGE BREAK--- 14 15 16 17 18 18 19 19 20 20 POB 2 N3021095.37 E826301.95 PT STA 0+4.93 N3021116.31 E826323.61 PT STA 0+35.06 N3021149.43 E826338.53 PT STA 0+72.45 N3021091.83 E826298.53 3'-4" 12 3 16 15 15 14 13 16 16 15 14 14 13 16 12 11.35 BASE BID ADD ALTERNATE 1 16 (16.61) 13.51 13.20 13.16 LEGEND BIORETENTION BASIN LIMIT OF WORK PARK BENCH FLEXIBLE POROUS PAVEMENT BITUMINOUS CONCRETE PAVING EP CP BP PI END POINT CONTROL POINT POINT OF BEGINNING TYP R TYPICAL RADIUS POINT OF INTERSECTION PRC PCC POINT OF COMPOUND CURVATURE PT PC POINT OF TANGENCY POINT OF CURVATURE POINT OF REVERSE CURVATURE L LENGTH D ANGLE EMPTY CONDUIT FOR FUTURE LIGHTING 12 3 6 16 EP ADD ALT 1 STA 1+79.0 N3021122.02 E826439.65 PT STA 1+57.50 N3021083.53 E826442.65 PC STA 1+16.46 N3021067.77 E826433.50 PT STA 0+98.16 N3021037.77 PC STA 0+73.85 N3021073.25 E826436.68 CP STA 1+04.52 N3021116.52 E826443.29 CP STA 1+50.88 R:50.12 L:24.31 D:27.79 R:34.00 L:41.03 D:69.15 N3020984.14 E826397.32 POB 1 BASE BID ADD ALTERNATE 1 E826425.29 N3021138.72 E826426.11 14 15 16 17 18 18 19 19 20 20 4.5% MAX, TYP. 21 20 19 5 7 18 19 (19.00) (27.10) 21.53 21.53 Client/Owner: Sheet Title: Sheet No: Job Number: Drawn By: Description: Date: Number: Revisions Date: City of Salem 98 Washington St. Salem, MA 01970 27 School Street, Boston, MA 02108 tel. [PHONE REDACTED] www.hatch.com Reviewed By: SALEM, MA SALEM WILLOWS PHASE 2 IMPRO9EMENTS BID DOCUMENTS Project: Stamp: H-368807 MAY 8, 2024 Designed By: MP/JN JB DB ADD ALTERNATE ENLARGEMENT PLANS AND SCHEDULES L-8 SCALE: 1" = 20'-0" 40' 10' 20' 0' NORTH 6 L-12 3 L-10 FLEXIBLE POROUS PAVEMENT ADD ALTERNATE NUMBER BASE BID SCOPE DESCRIPTION ADD ALTERNATE SCOPE DESCRIPTION REFERENCE PLAN(S) 1 POROUS PATH TO PAVILION FLEXIBLE POROUS PAVEMENT PATH EXTENSION BEYOND PAVILION AND ADDITIONAL BENCH PADS SEE ADD ALTERNATE 1 ENLARGEMENT PLAN BELOW 2 STONEDUST BENCH PADS CONCRETE BENCH PADS SEE STONE DUST PAVEMENT DETAIL 8 AND CONCRETE SIDEWALK DETAIL 1, SHEET L-10 3 NO PATH IMPROVEMENTS TO PAVILION BITUMINOUS CONCRETE PATH TO PAVILION; REMOVE AND DISPOSE OF EXISTING PATH SEE ADD ALTERNATE 3 ENLARGEMENT PLAN BELOW 4 NO STEEL HOT COAL ASH RECEPTACLE OR EXTENDED CONCRETE PAD STEEL HOT COAL ASH RECEPTACLE WITH CONCRETE PAD EXTENSION SEE LAYOUT & MATERIALS PLAN, SHEET L-4 AND DETAIL 4, SHEET L-11 5 (13) TOTAL TREES, LAWN (21) TOTAL TREES AND ADDITIONAL PLANTINGS SEE PLANTING PLAN, SHEET L-6 AND PLANT SCHEDULE, DETAIL 6, THIS SHEET ADD ALTERNATE SCHEDULE ADD ALTERNATE PLANT SCHEDULE DECIDUOUS SHADE TREES QTY SYM SCIENTIFIC NAME COMMON NAME SIZE COMMENTS 1 NS Nyssa sylvatica Black Gum 2" CAL. B&B 2 QM Quercus montana Chestnut Oak 2" CAL. B&B 1 QR Quercus rubra Red Oak 2" CAL. B&B 1 SA Sassafras albidum Sassafras 8' HT. CONT. 3 TA Tilia americana American Basswood 2" CAL. B&B 8 TOTAL DECIDUOUS SHRUBS QTY SYM SCIENTIFIC NAME COMMON NAME SIZE COMMENTS 3 MP Morella Bayberry 36" HT. CONT. 3 TOTAL NATIVE COASTAL GRASSLAND PLUGS QTY SYM SCIENTIFIC NAME COMMON NAME SIZE COMMENTS 25 AT Asclepias tuberosa Butterfly Weed 2.5" PLUG 12" SPACING 25 DC Deschampsia flexuosa Wavy Hair Grass 2.5" PLUG 12" SPACING 25 PV Panicum virgatum 2.5" PLUG 12" SPACING 25 SS Schizachyrium scoparium Little Bluestem 2.5" PLUG 12" SPACING 100 TOTAL NOTES: 1. SEE SHEET L-12 FOR BASE BID PLANT SCHEDULE. 2. NO CULTIVARS ALLOWED. 3. ANY PLANT SUBSTITUTIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SOURCING. ADD ALTERNATE 5 - TREE PLANTING ADDITIONS ADD ALTERNATE 1 - FLEXIBLE POROUS PAVEMENT PATH EXTENSION ADD ALTERNATE 3 - BITUMINOUS CONCRETE PATH AT PAVILION NOTES: 1. ALL LINES AND DIMENSIONS ARE PARALLEL OR PERPENDICULAR TO THE LINES FROM WHICH THEY ARE MEASURED UNLESS OTHERWISE INDICATED. 2. ALL LAYOUTS FOR WALKS, PATHS AND PARKING LOTS SHALL BE ADEQUATELY STAKED BY THE CONTRACTOR AND APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. 6 L-12 SEED ESTABLISHMENT FENCE, TYP. ADD ALTERNATE 1 - FLEXIBLE POROUS PAVEMENT PATH EXTENSION SCALE: 1" = 20'-0" ADD ALTERNATE 3 - BITUMINOUS CONCRETE PATH AT PAVILION 5 4 2 1 ADD ALTERNATE SCHEDULE 3 SCALE: 1" = 20'-0" SCALE: 1" = 20'-0" SCALE: 1" = 20'-0" GRADING AND PLANTING PLAN GRADING AND PLANTING PLAN LAYOUT AND MATERIAL PLAN LAYOUT AND MATERIAL PLAN SHEET REFERENCES: 1. SEE COVER SHEET L-1 FOR GENERAL NOTES. 2. SEE SHEET L-2 FOR EXISTING CONDITIONS PLAN. 3. SEE SHEET L-3 FOR SITE PREPARATION PLAN. 4. SEE SHEET L-4 FOR LAYOUT AND MATERIALS PLAN. 5. SEE SHEET L-5 FOR GRADING AND DRAINAGE PLAN. 6. SEE SHEET L-6 FOR PLANTING PLAN. 7. SEE SHEET L-7 FOR BASIN ENLARGEMENT PLANS. 8. SEE SHEET L-9 FOR SITE PREPARATION DETAILS. 9. SEE SHEET L-10 TO L-11 FOR SITE IMPROVEMENT DETAILS. 10. SEE SHEET L-13 AND L-14 FOR DRAINAGE & GREEN INFRASTRUCTURE DETAILS. 11. SEE SHEET E-2 FOR ELECTRICAL POWER PLAN. 12. SEE SHEET TM-1 FOR TRAFFIC MANAGEMENT PLAN. 6 NOT TO SCALE SEED ESTABLISHMENT FENCE, TYP. 2 L-10 BITUMINOUS CONCRETE SIDEWALK R15'-6" R10'-9" EMPTY CONDUIT FOR FUTURE LIGHTING BASE BID LAWN SEED REMOVED WITHIN FOOTPRINT OF EXTENDED PATH NOT TO SCALE ---PAGE BREAK--- Client/Owner: Sheet Title: Sheet No: Job Number: Drawn By: Description: Date: Number: Revisions Date: City of Salem 98 Washington St. Salem, MA 01970 27 School Street, Boston, MA 02108 tel. [PHONE REDACTED] www.hatch.com Reviewed By: SALEM, MA SALEM WILLOWS PHASE 2 IMPRO9EMENTS BID DOCUMENTS Project: Stamp: H-368807 MAY 8, 2024 Designed By: MP/JN JB DB SCALE: NTS 1 TREE PROTECTION FENCE FENCE PROTECTION SECTION A-A' FENCE PROTECTION PLAN EXISTING TREE TO BE PROTECTED EXISTING TREE TO BE PROTECTED TREE PROTECTION FENCE TREE PROTECTION FENCE, SEE SPECIFICATION SECTION 015690 TREE VARIES ALIGN WITH LIMIT OF CANOPY DRIPLINE EXISTING GRADE NOTE: 1. ALL TREE PROTECTION SHALL BE INSTALLED PRIOR TO ANY CONSTRUCTION ACTIVITIES AND MAINTAINED IN GOOD CONDITION THROUGHOUT THE CONSTRUCTION PERIOD. 2. SEE L-3 SITE PREPARATION PLAN FOR LAYOUT OF TREE PROTECTION. TREE CANOPY EXISTING TREE EXISTING TREE 2"x4"x8' TREE TRUNK WRAPPING PROTECTION LUMBER 2"x4"x8' TREE TRUNK WRAPPING PROTECTION LUMBER WRAP PROTECTION PLAN A A' SITE PREPARATION DETAILS L-9 PROTECTED AREA COMPOST FILTER SOCK (12"Ø TYPICAL) 2"X2"X24" WOODEN STAKE WATER FLOW AREA TO BE PROTECTED STAKE 10' O.C. LINEAR SPACING COMPOST FILTER SOCK SECTION PLAN VIEW WATER FLOW 3"-4" 12" NOTE: CONTRACTOR TO SLICE MESH FABRIC TUBING OF COMPOST FILTER SOCK, REMOVE ALL FABRIC OFF SITE AND RAKE OUT MULCH AT COMPLETION OF PROJECT. TEMPORARY INLET SEDIMENT FILTER SECTION VIEW OVERFLOW CATCH BASIN POLYPROPYLENE "BOOT" GRATE INSTALLATION DETAIL EXPANSION RESTRAINT (1/4" NYLON ROPE, 2" FLAT WASHERS) ISOMETRIC VIEW SILT SACK DUMP STRAP (2 EACH) DUMP STRAP SILT SACK NOTE: MAINTAIN FILTER IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. SCALE: NTS 2 CATCH BASIN SILT SACK SCALE: NTS 3 COMPOST FILTER SOCK SCALE: NTS 4 TEMPORARY CONSTRUCTION ENTRANCE DETERMINE IN FIELD 50' MIN. COARSE AGGREGATE NOTES: 1. INSTALL GRAVEL CONSTRUCTION PAD AT INGRESS/EGRESS. MINIMUM WIDTH TO BE EQUAL TO WIDTH OF VEHICULAR ACCESS. ACTUAL WIDTH AND LENGTH TO BE DETERMINED IN FIELD BY OWNER REPRESENTATIVE PRIOR TO CONSTRUCTION. 2. PLACE GEOTEXTILE ON EXISTING GROUND PRIOR TO PLACING THE 6" STONE PAD (AASHTO #1 STONE). 3. PROVIDE PERIODIC TOP DRESSING OF COARSE AGGREGATE AS NEEDED. 4. REMOVE TRAPPED SEDIMENT AFTER EACH STORM. CLEAN OR REPLACE FILTER MATERIAL AS NEEDED. 5. REMOVE ALL MATERIALS OFF SITE OR AS PER SPECS UPON COMPLETION OF CONSTRUCTION. EXISTING ROAD R10' MIN. SECTION EXISTING SUBGRADE WOVEN GEOTEXTILE 6" MIN. COARSE AGGREGATE MOUNTABLE BERM MIN.) 6" MIN. 6" MIN. VARIES SEE PLANS ---PAGE BREAK--- VERTICAL GRANITE CURB SCALE: NTS 5 Client/Owner: Sheet Title: Sheet No: Job Number: Drawn By: Description: Date: Number: Revisions Date: City of Salem 98 Washington St. Salem, MA 01970 27 School Street, Boston, MA 02108 tel. [PHONE REDACTED] www.hatch.com Reviewed By: SALEM, MA SALEM WILLOWS PHASE 2 IMPRO9EMENTS BID DOCUMENTS Project: Stamp: H-368807 MAY 8, 2024 Designed By: MP/JN JB DB EXPANSION JOINT DETAIL NOTES: 1. TYP. E.J. SHALL BE USED WHENEVER HORIZONTAL CONCRETE AND/OR OTHER PAVING SURFACES MEET VERTICAL CONCRETE AND/OR MASONRY SURFACES. NOT MORE THAN 20' IN ANY DIRECTION OR AS SHOWN ON PLANS. 2. CONCRETE 4000 PSI TYPE II IN 28 DAYS. 3. EXPANSION AND CONTROL JOINTS SHALL FOLLOW SCORING PATTERN SHOWN ON PLANS. 4. PROVIDE EXPANSION JOINTS AT MIN. 20 FT. O.C. U.N.O. WITH PRE-FORMED JOINT FILLER. 5. CONCRETE FINISHED W/STIFF BRISTLED NYLON BROOM, PROVIDE BROOM FINISH IN DIRECTION PERPENDICULAR TO CURB. EXPANSION JOINT SCORE JOINT EDGING 8" 6" 6" 8" 1/2" EXPANSION JOINT 12" WIDE NON-EXTRUDING AND RESILIENT NON-BITUMINOUS PERFORATED FILLER ASTM D-1752 FULL DEPTH OF JOINT. E.J. TO BE TOPPED WITH POLYURETHANE SEALANT 12" DEEP TOOLED CONTROL JOINT - 3 8" X (14 DEPTH OF CONC.) CONCRETE SIDEWALK OR ROADWAY HOT APPLIED RUBBERIZED JOINT SEALANT 12" PREFORMED EXPANSION JOINT CONCRETE SIDEWALK SECTION COMPACTED SUBGRADE, SEE PLAN 8" COMPACTED GRAVEL BORROW TYP. THICKENED EDGE AT ALL CHANGES OF MATERIALS AND AT BUILDINGS CEMENT CONCRETE, BROOM FINISH EXPANSION JOINT WWM REINFORCEMENT 2" 2" BITUMINOUS CONCRETE BASE COURSE 8" 4" COMPACTED DENSE GRADED CRUSHED STONE COMPACTED GRAVEL BORROW SUBBASE CONFORMING TO MADOT M1.03.00 TYPE B 1-1/2" BITUMINOUS CONCRETE TOP COURSE COMPACTED SUBGRADE BITUMINOUS CONCRETE ROADWAY SCALE: NTS SCALE: NTS BITUMINOUS CONCRETE PAVEMENT 2 SCALE: NTS SCALE: NTS CONCRETE SIDEWALK 1 SITE IMPROVEMENT DETAILS L-10 GRANITE CURB AT EXISTING ROAD COMPACTED AGGREGATE BASE COURSE UNDISTURBED OR COMPACTED SOIL CONCRETE SIDEWALK 1 2" EXPANSION JOINT WITH BACKROD AND SEALANT 6" 6" 6" 6" 18" 6" 9" 6" COMPACTED CRUSHED STONE BASE 24" MAX COMPACTED GRAVEL BORROW RESET GRANITE CURB REVEAL, TYP. 1.5" SUPERPAVE SURFACE COURSE EXISTING ROADWAY PAVEMENT SECTION 1 L-10 SCALE: NTS SCALE: NTS BENCH PAD TYPE 7 SCALE: NTS SCALE: NTS PICNIC TABLE PAD 9 RESET EXISTING PICNIC TABLE ACCESSIBLE PICNIC TABLE WILL BE PROVIDED AND INSTALLED BY OTHERS. 4" THICK CONCRETE PAD, SEE DETAIL 1, SHEET L-10. DIMENSIONS VARY PER PICNIC TABLE TYPE. REFER TO CONCRETE PAD DIMENSION CHART BELOW 4' WIDTH ACCESSIBLE PATH AROUND ACCESSIBLE PICNIC TABLE CONCRETE PAD DIMENSIONS EXISTING PICNIC TABLE ACCESSIBLE PICNIC TABLE 7'-0" W x 7'-0" L x 4" Depth 14'-0" W x 15'-6" L x 4" Depth NOTES: 1. REFER TO DETAIL 1/L-10 FOR CONCRETE SIDEWALK SECTION DETAIL. 2. VERIFY ALL PAD DIMENSIONS AND LOCATIONS WITH LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. 10' 0" 3' 0" RESET EXISTING BENCH STONE DUST PAD 3' 0" ADA ACCESSIBLE 1' 0" NOTES: 1. REFER TO DETAIL 8, SHEET L-10 FOR STONEDUST SURFACING. 2. ADD ALTERNATE 2 - BENCH PADS TO BE CONCRETE (SEE SHEET L-8 FOR ADD ALTERNATE PLANS AND SCHEDULE). REFER TO DETAIL 1, SHEET L-10 FOR CONCRETE SIDEWALK. SCALE: NTS SCALE: NTS BENCH PAD TYPE 6 8' 0" 3' 0" RESET EXISTING BENCH NOTES: 1. REFER TO DETAIL 8/L-10 FOR STONEDUST SURFACING. 2. ADD ALTERNATE 2 - BENCH PADS TO BE CONCRETE (SEE SHEET L-8 FOR ADD ALTERNATE PLANS AND SCHEDULE). REFER TO DETAIL 1, SHEET L-10 FOR CONCRETE SIDEWALK. STONE DUST PAD SCALE: NTS SCALE: NTS FLEXIBLE POROUS PAVEMENT 3 FINISH GRADE 1.5% MAX. CROSS SLOPE 2" FLEXIBLE POROUS PAVING WIDTH VARIES, SEE PLANS UNDISTURBED SUBGRADE NO. 57 CRUSHED STONE BASE COURSE, DOUBLE-WASHED 4" 6" NOTES: 1. SEE SPECIFICATION FOR FLEXIBLE POROUS PAVEMENT COLOR. 2. SEEDED SHOULDER SHALL BE PLANTING SOIL AND SEED MIX PER PLAN. 2' TYP. PLANTING SOIL 2' TYP. STONEDUST SURFACING SCALE: NTS 8 FINISH GRADE STONEDUST PAVING 3/4" CRUSHED STONE COMPACTED SUBGRADE 4" 6" 6" SCALE: NTS CURB RAMP 10 6'-0" 4'-0" RAMP MIN. SLOPE 1:12 4'-0" MIN' 2'-0" TACTILE WARNING PLATE BACK OF CURB CONCRETE SIDEWALK, TYP. 1 L-10 FLUSH CURB VERTICAL GRANITE CURB TRANSITION CURB NOTES: 1. ALL SEAMS FOR GEOTEXTILE FABRIC SHALL BE MAINTAIN A 12" MINIMUM LAP. 2. REFER TO SHEET L-5 GRADING AND DRAINAGE PLAN FOR CURB TOP AND BOTTOM ELEVATIONS. PROPOSED TYPE T-100 MODIFIED GRANITE CURB 6" THICK #57 STONE WRAP WITH 4-OZ/SY NONWOVEN GEOTEXTILE FABRIC 1" VARIES 4" 1'-6" 1' SCALE: NTS TYPE T-100 GRANITE CURB 4 ---PAGE BREAK--- Client/Owner: Sheet Title: Sheet No: Job Number: Drawn By: Description: Date: Number: Revisions Date: City of Salem 98 Washington St. Salem, MA 01970 27 School Street, Boston, MA 02108 tel. [PHONE REDACTED] www.hatch.com Reviewed By: SALEM, MA SALEM WILLOWS PHASE 2 IMPRO9EMENTS BID DOCUMENTS Project: Stamp: H-368807 MAY 8, 2024 Designed By: MP/JN JB DB SITE IMPROVEMENT DETAILS L-11 PLANT SIGNAGE SCALE: NTS 2 5" 5"X4"X.040" BLACK ANODIZED ALUMINUM SIGN PANEL 4" CITY OF SALEM SEAL TIMES NEW ROMAN FONT, 24 PT Native Landscape Native Landscapes create habitat and a food source for pollinators such as bees and butterflies. Thank you for helping protect the landscape by keeping off the planted areas. DESCRIPTION TEXT: TIMES NEW ROMAN FONT, 20 PT. Restoration Area NOTES: 1. CONTRACTOR SHALL SUBMIT SHOP DRAWING FOR REVIEW AND APPROVAL PRIOR TO SIGN FABRICATION. 2. MARKER SHALL BE SET WITH BLACK ALUMINUM STAKE ANCHOR PER MANUFACTURER'S INSTRUCTIONS LOCATION TO BE APPROVED IN THE FIELD BY OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. 3. QUANTITY = 20. LOCATIONS TO BE FLAGGED BY LANDSCAPE ARCHITECT. SCALE: NTS SCALE: NTS TRASH AND RECYCLING RECEPTACLE 1 35-GALLON HDPE RECYCLING BARREL, BLUE BODY, BLACK LIFT-OFF LID WITH SINGLE OPENING, RECYCLING LABEL 35-GALLON HDPE TRASH BARREL, BLACK BODY, BLACK DOME TOP, WASTE LABEL SURFACE MOUNT WITH CONCRETE ANCHOR KIT ACCORDING TO MANUFACTURER'S INSTRUCTIONS 31 12" 23 3 4" 23 3 4" 31 12" R E C Y C L E W A S T E CONCRETE SIDEWALK, TYP. 1 L-10 DB/RK PARC GRANT SIGN AND FOOTING SCALE: NTS 3 38" HEX HEAD BOLT, NUT AND WASHER 38" DIA. HOLES 7'-0" (SEE NOTE 4) 3'-0" MIN. 2 12"x2 12", 14 GA BASE POST NOTES: 1. SUBSTRATE: .080"ALUMINUM. 2. SIZE: 15" X 12". 3. COLOR: WHITE. 4. SIDES: 1. 5. COPY: DIGITAL FILE TO BE PROVIDED BY THE OWNERS REPRESENTATIVE. 6. COLOR: PMS #356 GREEN & BLACK. 7. CORNER DETAIL: RADIUS. 8. BACKING: HOLES TOP AND BOTTOM FOR MOUNTING . 8" MIN. 4" MIN. 2" DIA. GALVANIZED STEEL TUBE POST (TYP.) 12" COMPACTED GRAVEL UNDISTURBED SUBGRADE 12" DIAM. CONCRETE FOOTING. 4000 PSI SLOPE SURFACE TO DRAIN 6" 4" CL 6" MIN. 12" 15" N.T.S. SIGN FOOTING SCALE: NTS STEEL HOT COAL ASH RECEPTACLE (ADD ALTERNATE 4) SCALE: NTS 4 NOTES: 1. SEE SPECIFICATIONS FOR MOUNTING AND COLOR SELECTIONS. SCALE: NTS LANDSCAPE BOULDER 5 BOULDER ORIENTATION AS APPROVED BY OWNER'S REPRESENTATIVE BOULDER 6" MIN 1/3 OF BOULDER EMBEDDED MATERIALS VARY, REFER TO PLAN COMPACTED DENSE GRADED CRUSHED STONE BASE COMPACTED SUBGRADE NOTE: 1. LOCATION AND SUBGRADE PREPARATION SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO PLACEMENT (SEE SPEC 129300 SITE FURNISHINGS). 2. FINISH GRADES AND MATERIALS AROUND BOULDERS VARY, SEE PLANS. 6" ---PAGE BREAK--- Client/Owner: Sheet Title: Sheet No: Job Number: Drawn By: Description: Date: Number: Revisions Date: City of Salem 98 Washington St. Salem, MA 01970 27 School Street, Boston, MA 02108 tel. [PHONE REDACTED] www.hatch.com Reviewed By: SALEM, MA SALEM WILLOWS PHASE 2 IMPRO9EMENTS BID DOCUMENTS Project: Stamp: H-368807 MAY 8, 2024 Designed By: MP/JN JB DB 3 SHRUB PLANTING SCALE: NTS 12" MIN. PREPARED SUBGRADE, SEE SPECIFICATIONS SHRUB PLANTING ELEVATION SHALL PLACE ROOT FLARE ABOVE FINISH GRADE. DO NOT COVER ROOT FLARE WITH SOIL. PLANTING BED SOIL AS SPECIFIED 2" COMPOSTED LEAF MULCH. HOLD MULCH BACK FROM ROOT FLARE EXCAVATE EACH SHRUB INDIVIDUALLY TO REQUIRED DEPTH AND BACKFILL WITH PLANTING SOIL AS SPECIFIED UNTIE ALL ROPES AND REMOVE ALL WIRE BASKETS, CONTAINERS, JUTE PRIOR TO BACKFILLING FINISH GRADE 6" 12" PLANTING SOIL WITH BED LIMITS HORTICULTURAL SUBSOIL (AS REQUIRED), DEPTH VARIES NOTE: 1. PIT SIZE IS EQUAL TO 2X THE SIZE OF THE ROOT BALL DIAMETER 10'X2"X3" ROUNDED WOOD STAKES PREPARED SUBGRADE, SEE SPECIFICATIONS TIE STRAPS LOOSELY AROUND TRUNK ARBOR TIE OR OTHER WIDE, NON-ABRASIVE BELT STRAPPING COMPOSTED LEAF MULCH 2" DEPTH TAPER TO 0" DEPTH AT ROOT FLARE COMPOSTED LEAF MULCH SAUCER AT EDGE OF PLANTING HOLE PLACE ROOT BALL ON COMPACTED OR UNDISTURBED SOIL CUT AND REMOVE BURLAP AND WIRE BASKET, SUBMIT BASKET FOR PAYMENT TREE CROWN AND TRUNK SHALL BE FREE OF DEFECTS AND TRUE TO FORM BACKFILL WITH APPROVED PLANTING SOIL (SEE SPECIFICATION SECTION 329300) PLANT TREE WITH EXPOSED ROOT FLARE 1" ABOVE FINISH GRADE NOTES: 1. PIT SIZE IS EQUAL TO 3X THE SIZE OF THE ROOTBALL DIAMETER. 2. CONTRACTOR SHALL FLAG TREE LOCATIONS IN THE FIELD FOR APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO COMMENCING ANY PLANTING OPERATIONS PROVIDE NEW PLANTING SOIL TO FULL DEPTH OF ROOTBALL HORTICULTURAL SUBSOIL (AS REQUIRED, DEPTH VARIES) SCALE: NTS 2 TREE PLANTING PLANT SCHEDULE DECIDUOUS SHADE TREES QTY SYM SCIENTIFIC NAME COMMON NAME SIZE COMMENTS 2 NS Nyssa sylvatica Black Gum 2" CAL. B&B 4 PO Platanus occidentalis Sycamore 2" CAL. B&B 5 QV Quercus velutina Black Oak 2" CAL. B&B 2 QV-2 Quercus velutina Black Oak 3" CAL. B&B 1 SA Sassafras albidum Sassafras 8' HT. CONT. 14 TOTAL DECIDUOUS SHRUBS QTY SYM SCIENTIFIC NAME COMMON NAME SIZE COMMENTS 26 MP Morella Bayberry 36" HT. CONT. 7 PM Prunus maritima Beach Plum 18" HT. CONT. 16 RV Rosa virginiana Virginia Rose 18" HT. CONT. 49 TOTAL BIOBASIN PLUG PLANTINGS QTY SYM SCIENTIFIC NAME COMMON NAME SIZE COMMENTS 250 AT Asclepias tuberosa Butterfly Weed 2.5" PLUG 12" O.C., SIDE 500 JE Juncus effusus Common Rush 2.5" PLUG 12" O.C., BOTTOM 500 PV Panicum virgatum 2.5" PLUG 12" O.C., SIDE AND BOTTOM 250 SO Solidago sempervirens Seaside Goldenrod 2.5" PLUG 12" O.C., SIDE 250 SS Schizachyrium scoparium Little Bluestem 2.5" PLUG 12" O.C., SIDE 250 VH Verbena hastata Swamp Verbena 2.5" PLUG 12" O.C., BOTTOM 2000 TOTAL NATIVE COASTAL GRASSLAND PLUGS QTY SYM SCIENTIFIC NAME COMMON NAME SIZE COMMENTS 350 AT Asclepias tuberosa Butterfly Weed 2.5" PLUG 12" SPACING 350 DC Deschampsia flexuosa Wavy Hair Grass 2.5" PLUG 12" SPACING 350 SS Schizachyrium scoparium Little Bluestem 2.5" PLUG 12" SPACING 350 PV Panicum virgatum 2.5" PLUG 12" SPACING 1400 TOTAL NOTES: 1. SEE SHEET L-8 FOR ADD ALTERNATE 5 PLANT SCHEDULE. 2. NO CULTIVARS OR NATIVARS ALLOWED. 3. ANY PLANT SUBSTITUTIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SOURCING. SCALE: NTS 8 PLANT SCHEDULE CL 2" COMPOSTED LEAF MULCH 4' DIAMETER EXISTING TREE TO REMAIN NOTES: 1. REMOVE ALL WEEDS AND TRIM ALL SUCKERS FLUSH. 2. SEE SPECIFICATION FOR EXISTING TREE PROTECTION AND MAINTENANCE. 3. AIRSPADE SOIL FROM AROUND EXISTING ROOTS WITHIN LIMITS OF CANOPY. 4. AIRSPADE SOIL TO LOOSEN SOIL AROUND EXISTING ROOTS. AMEND EXISTING SOIL WITH APPROVED PLANTING SOIL AND BACKFILL PER SPECIFICATIONS. 5. THIS TREATMENT APPLIES TO ALL EXISTING TREES WITHIN THE PROJECT AREA. 4' AIR SPADE TO RESTORE COMPACTED SOIL SEE PLANTING PLAN FOR SEED MIX 5' X 1.5" X 1.5" WOOD STAKE 42" HT. GOOSE NET MESH 42" 14" SECTION ELEVATION 90° STAPLE MESH TO WOOD POSTS STAPLES PER POST 5' TYP. NOTES: 1. SEED ESTABLISHMENT FENCE SHALL BE IN PLACE IMMEDIATELY FOLLOWING APPLICATION OF SEED. 2. SEED ESTABLISHMENT FENCE SHALL REMAIN IN PLACE UNTIL SEED GERMINATION IS COMPLETE AND REMOVAL IS APPROVED BY THE OWNER'S REPRESENTATIVE 3. ANY SECTIONS OF SEED ESTABLISHMENT FENCE THAT BECOME DAMAGED SHALL BE REPLACED IMMEDIATELY. 4" MAX. WILDLIFE OPENING, TYP. 5'-0" SCALE: NTS 7 SCALE: NTS 6 SEED ESTABLISHMENT FENCE PLANTING DETAILS AND PLANT SCHEDULE L-12 PREPARED SUBGRADE, SEE SPECIFICATIONS HERBACEOUS PLANT PLUGS BIORETENTION BASIN PLANTING SOIL FINISH GRADE WITH MICROTOPOGRAPHY UP TO NOTES: 1. SEE PLANT SCHEDULE FOR PLUG SPACING. 2. CONTRACTOR SHALL BUTTERFLY CUT AND LOOSEN ROOTBOUND PLUGS PRIOR TO PLANTING. 3. CONTRACTOR SHALL HAVE ALL APPROVED FENCING MATERIALS ON SITE AND READY FOR INSTALLATION IMMEDIATELY FOLLOWING COMPLETION (SAME DAY) OF PLUG PLANTING. 1'-6" BIORENTION BASIN PREPARED SUBGRADE, SEE SPECIFICATIONS HERBACEOUS PLANT PLUGS NATIVE COASTAL GRASSLAND PLANTING SOIL FINISH GRADE WITH MICROTOPOGRAPHY UP TO 1'-0" COASTAL GRASSLAND HORTICULTURAL SUBSOIL (AS REQUIRED), DEPTH VARIES 2" COMPOSTED LEAF MULCH, TYP. EROSION CONTROL MATTING (SEE DETAIL 7) 2" COMPOSTED LEAF MULCH, TYP. SCALE: NTS 5 HERBACEOUS PLUG PLANTING SCALE: NTS 1 EXISTING TREE TREATMENT EROSION CONTROL MATTING SEED MIX, UNDER FABRIC (SEE NOTE OR HERBACEOUS PLANTING (SEE NOTE EROSION CONTROL FABRIC FLUSH WITH FINISHED GRADE 6" WOOD "ECO-STAKE" OR APPROVED EQUAL @ 24" O.C. IN FIELD, TYP. WRAP TOP EDGE OF FABRIC INTO 6"WX6"D KEY TRENCH, SECURE WITH 6" STAKES @ 6" O.C. AND BACKFILL, TYP. ANCHOR FABRIC IN TRENCH AND BACKFILL IN ADVANCE OF SEEDING NOTES: 1. SEE PLANTING PLAN SHEET L-6 FOR AREAS TO RECEIVE EROSION CONTROL FABRIC. 2. CONTRACTOR SHALL FLAG AREAS TO RECEIVE EROSION CONTROL MATTING IN THE FIELD FOR APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO PLACEMENT. 3. OWNER'S REPRESENTATIVE SHALL APPROVE PREPARED FINISH GRADE CONDITIONS IN THE FIELD PRIOR TO SEED APPLICATION AND INSTALLATION OF EROSION CONTROL MATTING. 4. FOR AREAS RECEIVING SEED MIX, REFER TO SPEC SECTION 329200, LAWNS AND GRASSES, FOR SPECIES COMPOSITION OF SEED MIX. 5. FOR AREAS RECEIVING HERBACEOUS PLANTINGS, REFER TO SPEC SECTION 329300, TREES, SHRUBS AND GROUNDCOVERS FOR INSTALLATION TECHNIQUE AT FABRIC. DETAIL NOT USED SCALE: NTS 4 ---PAGE BREAK--- Client/Owner: Sheet Title: Sheet No: Job Number: Drawn By: Description: Date: Number: Revisions Date: City of Salem 98 Washington St. Salem, MA 01970 27 School Street, Boston, MA 02108 tel. [PHONE REDACTED] www.hatch.com Reviewed By: SALEM, MA SALEM WILLOWS PHASE 2 IMPRO9EMENTS BID DOCUMENTS Project: Stamp: H-368807 MAY 8, 2024 Designed By: MP/JN JB DB DRAINAGE & GREEN INFRASTRUCTURE DETAILS L-13 DB/RK SCALE: NTS AREA DRAIN GRATE 5 DRILL THREE, 2" DIA. HOLES (EQUAL SPACED) IN BOTTOM OF AREA DRAIN BASIN 12" DUCTILE IRON FRAME & GRATE (SEE AREA DRAIN GRATE DETAIL 5, SHEET L-13) 8" MIN THICKNESS GUIDELINE 6" MIN. SUMP 18" MIN. BOTTOM FLANGE OF FRAME MUST BE SUPPORTED BY CONCRETE COLLAR 4" TOPSOIL LAYER WELDED WIRE MESH (6X6-W2.9XW2.9) AREA DRAIN NOTES: 1 12" GRATES AND FRAME SHALL BE DUCTILE IRON PER ASTM A536, GRADE 70-50-05. 2 DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR PVC PIPING. 3 12" GRATES SHALL MEET H-20 LOAD RATING. 4 CONCRETE SHALL BE 3 4" N.W.,TYPE II, 4,000 PSI STRENGTH AT 28-DAYS, 6" SDR21 PVC GRAVITY DRAIN 12" DIA. PVC DRAIN BASIN (NYLOPLAST OR EQUAL) 12" MIN. DEPTH OF #57 STONE 1'-19 16"" 1'-15 3 9 16"" 1'-19 16"" 1'-13 16"" GRATE NOTES: 1. 12" GRATES AND FRAME SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 2. 12" GRATES SHALL MEET H-20 LOAD RATING. 12" DUCTILE IRON GRATE FRAME 12" DUCTILE IRON GRATE DRILL Ø .281 THRU GRATE ONLY COUNTERBORE Ø .75 X .18 DP DRILL Ø .281 THRU GRATE ONLY COUNTERBORE Ø .75 X .18 DP 1/4-20 X 1 3/4" LONG STAINLESS STEEL HEX BOLT SCALE: NTS AREA DRAIN 1 SECTION UNDER GRASS 3/4" CRUSHED STONE BEDDING SAND BEDDING AND BACKFILL 6" INSIDE DIAMETER FILTER FABRIC (SEE TABLE) COMMON FILL AND ON-SITE FILL MATERIAL GEOTECHNICALLY SUITABLE FOR REUSE ON-SITE AS BACKFILL ROADWAY OR SIDEWALK (NOTE 1) MINIMUM OF 2' OVERLAP FILTER FABRIC (SEE NOTE 5) TRENCH WIDTH (SEE NOTE 4) LANDSCAPING (NOTE 2) PAVEMENT SUB-BASE COURSE (NOTE 1) SECTION UNDER ROADWAY OR SIDEWALK BEDDING AND BACKFILL FOR DI, FRP AND PVC PIPE BEDDING AND BACKFILL FOR RCP PIPES COMMON FILL AND ON-SITE FILL MATERIAL GEOTECHNICALLY SUITABLE FOR REUSE ON-SITE AS BACKFILL NOTES: 1. REFER TO PAVING AND SURFACING, AND CURBS, WALKS AND DRIVEWAYS REQUIREMENTS. 2. REFER TO LANDSCAPING REQUIREMENTS. 3. REFER TO TRENCH PAVEMENT DETAIL FOR PAVEMENT PAYMENT WIDTHS. 4. MINIMUM TRENCH WIDTH SHALL BE THE WIDTH OF THE PROPOSED PIPE, PLUS 5. GEOTEXTILE SHALL HAVE A MINIMUM OF 2' OVERLAP WHEN REQUIRED. REFER TO FILTER FABRIC USE TABLE BELOW. SOIL TYPE SILT OR CLAY GRANULAR SOIL FILTER FABRIC NOT REQUIRED FILTER FABRIC NOT REQUIRED FILTER FABRIC REQUIRED FILTER FABRIC NOT REQUIRED ABOVE GROUND WATER BELOW GROUND WATER FILTER FABRIC USE TABLE GROUNDWATER LEVEL SCALE: NTS TRENCH DRAIN 2 SURFACE CONCRETE COLLAR 28" 12" 8" MIN. 12" 4,000 PSI CONCRETE COLLAR USE BRICK COURSES AS NEEDED TO BRING RIM TO REQUIRED ELEVATION, MAX. HEIGHT 10" SCALE: NTS MANHOLE CASTINGS 3 81 8" 5" 28 1 4" 26 1 4" 1 1 8" 7 8" 5" 26" 1 2" 24" 34" 7" MACHINED TYPE A FRAME MANHOLE FRAME NOTES: 1. MANHOLE FRAME MATERIAL SHALL BE CAST IRON AND MEET MASSDOT STANDARD SPECIFICATIONS WITH NO BLACK ASPHALT COATING ALLOWED. 2. REFER TO MASSDOT DETAIL E 202.6.0 FOR ADDITIONAL INFORMATION. 3. MINIMUM MASS - 265 LBS MANHOLE COVER NOTES: 1. MANHOLE COVER MATERIAL SHALL BE CAST IRON AND MEET MASSDOT STANDARD SPECIFICATIONS WITH NO BLACK ASPHALT COATING ALLOWED. 2. REFER TO MASSDOT DETAIL E 202.8.0 FOR ADDITIONAL INFORMATION. 3. MINIMUM MASS - 200 LBS. STANDARD MANHOLE COVER 1" 1 1 8" SECTION A-A A A PLAN PLAN SCALE: NTS MANHOLE FRAME AND COVER 4 ---PAGE BREAK--- Client/Owner: Sheet Title: Sheet No: Job Number: Drawn By: Description: Date: Number: Revisions Date: City of Salem 98 Washington St. Salem, MA 01970 27 School Street, Boston, MA 02108 tel. [PHONE REDACTED] www.hatch.com Reviewed By: SALEM, MA SALEM WILLOWS PHASE 2 IMPRO9EMENTS BID DOCUMENTS Project: Stamp: H-368807 MAY 8, 2024 Designed By: MP/JN JB DB DRAINAGE & GREEN INFRASTRUCTURE DETAILS L-14 SCALE: NTS BIORETENTION BASIN SCALE: NTS 4 VARIES SEE PLAN 1'-0" 3:1 6" KEY TRENCH, TYP. 2" COMPOSTED LEAVE MULCH FINISH GRADE UNDISTURBED SUBGRADE HERBACEOUS PLUG PLANTING, (SEE DETAIL 5, SHEET L-12) 6" BIORETENTION SOIL 6 OZ. NON-WOVEN GEOTEXTILE FABRIC APPROXIMATE HIGH GROUNDWATER 6" MIN SAND NOTES: 1. CONTRACTOR SHALL STAKE LIMITS OF BIORETENTION BASINS IN THE FIELD FOR APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO EARTH DISTURBANCE. 2. SCARIFY SUBGRADE BEFORE PLACING SAND, DO NOT COMPACT. 3. OWNER'S REPRESENTATIVE SHALL APPROVE SCARIFIED SUB GRADE IN THE FIELD PRIOR TO SAND AND BIORETENTION SOIL PLACEMENT. 4. PROVIDE GRANULAR FILL OVER EXCAVATED AREAS PER SPECIFICATIONS (IF REQUIRED)* 12" BIORENTION BASIN OVERFLOW STRUCTURE (OF) 10"Ø PVC PIPE OVERFLOW ELEVATION VARIES, REFER TO PLAN 1'-0" 6" 9" RIM ELEVATION VARIES 6" WASHED #57 STONE 3 L-14 SCALE: NTS GRANITE CURB LEVEL SPREADER 5 SCALE: NTS 6 COMPACTED DENSE GRADED CRUSHED STONE BASE 24" 6" X 24" GRANITE CURB 6" 6" 6" 6" 6" 6" GABION MATTRESS AND SPILLWAY CONCRETE FOOTING COMPACTED SUBGRADE 12" 6 L-14 NOTE: 1. CONTRACTOR SHALL STAKE LIMITS OF GRANITE CURB LEVEL SPREADER IN THE FIELD FOR APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. 30" DB/RK GABION MATTRESS AND SPILLWAY (BASIN NOTES: 1. SEE SHEET L-5 FOR ADDITIONAL GRADING REQUIREMENTS. 2. SEE SHEET L-6 FOR AREAS TO RECEIVE EROSION CONTROL FABRIC. PROPOSED EDGE OF GABION MATTRESS TO MEET EXISTING GABION MATTRESS (ELEV.11.00) PROPOSED 8 OZ/SY NONWOVEN GEOTEXTILE FABRIC PROPOSED 12" DEEP GABION MATTRESS SLOPE PROTECTION. REFER TO DETAIL 6, SHEET L-14. PROPOSED TOP OF 6" X 24" GRANITE CURB LEVEL SPREADER 38.0' AT ELEV.12.10) REFER TO DETAIL 5, SHEET L-14 PROPOSED BASIN 3 OUTLET SHELF, ELEV.12.00 (REFER TO NOTE 2 ) EXISTING GABION MATTRESS (BEHIND EX. RETAINING WALL) PROPOSED #57 STONE INFILL BETWEEN GABION MATTRESS AND GRANITE CURB RIPRAP STONE FINISHED GRADE UNDISTURBED SUBGRADE 12" NON-WOVEN GEOTEXTILE FABRIC (8-OZ) GABION MATTRESS PVC COATED WELDED WIRE MESH GABION MATTRESS GABION SPILLWAY RIM ELEVATION DRILL FOUR, 2" DIA HOLES IN THE BOTTOM OF THE OVERFLOW STRUCTURE HOLES SPACED EQUALLY OVERFLOW STRUCTURE TO EXTEND TO 12" BELOW INVERT OF OUTLET PIPE SOLID WALL (SDR21) PIPE 24" DIA OVERFLOW STRUCTURE SHALL BE NYLOPLAST WATER CONTROL STRUCTURE OR APPROVED EQUAL BIORETENTION SOIL LAYER BASIN SURFACE BEEHIVE "DOMED" OVERFLOW CASTING EAST JORDAN 6121N OR APPROVED EQUAL 6" 6" BIORETENTION SAND LAYER SCALE: NTS BIORETENTION BASIN OVERFLOW STRUCTURE SCALE: NTS 3 CLEANOUT NOTES: 1. THE CONCRETE COLLAR SHALL HAVE GRAVEL BED OF 6" MIN. 1/8 BEND 6" SOLID SDR21 PVC PIPE CL CAST IRON CLEANOUT FRAME/COVER, SEE DETAIL 1/L-14 GRASSED SURFACE 12" 6" PVC REMOVABLE THREADED PLUG TEE-WYE 6" SOLID SDR21 PVC PIPE SCALE: NTS CLEANOUT SCALE: NTS 2 11 2" Ø101 4" Ø10" Ø1'-4" Ø91 4" 1" 8" 1" 3/8"-16 HX HD BLTS W/ SS D&T ON A 8-1/4" DIA B.C. D&T IN ASSEMBLY CLOSED PICKHOLE PLAN SECTION - COVER SECTION - FRAME SCALE: NTS CLEANOUT COVER SCALE: NTS 1 ---PAGE BREAK--- MAG 14.39' MAG 11.53' CB CB LAD 10 12 13 14 14 14 15 15 15 15 15 16 16 16 16 16 17 17 17 17 18 18 18 18 19 19 19 19 20 20 20 20 21 21 FORT AVENUE LIMIT OF WORK, TYP. EXISTING UTILITY POLE TO REMAIN (TYP. OF 5) EXISTING UTILITY POLE SEE NOTES 1-4 (TYP. OF 5) EXISTING UTILITY POLE EXISTING UTILITY POLE EXISTING UTILITY POLE SCALE: 1" = 20' 40' 10' 20' 0' SCALE: 1" = 20' NORTH E-1 ELECTRICAL DEMOLITION PLAN ELECTRICAL NOTES 1. REMOVE EXISTING OVERHEAD POWER CABLES ON UTILITY POLES AS SHOWN. CONTRACTOR TO FIELD INVESTIGATE THE CABLES AND CONFIRM WITH OWNER BEFORE THE FINAL DEMOLITION/ REMOVAL OF THE CABLES. 2. REMOVE CABLES ASSOCIATED WITH LIGHT FIXTURES MOUNTED ON UTILITY POLES AS SHOWN. THE LIGHT FIXTURES ARE TO STAY IN PLACE AND UNTOUCHED DURING DEMOLITION OF ASSOCIATED POWER CABLES. 3. EXISTING OVERHEAD CABLES ARE TO BE REMOVED, COILED AND RETURNED TO OWNER. 4. EXISTING LIGHT POLES ARE TO REMAIN. 5. DURING REMOVAL OF EXISTING CABLES BETWEEN UTILITY POLES, CARE MUST BE TAKEN IN ORDER NOT TO DISCONNECT OTHER ELECTRICAL CABLE CONNECTIONS. CONTRACTOR TO COORDINATE WITH THE CITY AND ELECTRIC POWER PROVIDER. 6. SEE SHEET L-1 FOR GENERAL NOTES. Client/Owner: Sheet Title: Sheet No: Job Number: Drawn By: Description: Date: Number: Revisions Date: City of Salem 98 Washington St. Salem, MA 01970 27 School Street, Boston, MA 02108 tel. [PHONE REDACTED] www.hatch.com Reviewed By: SALEM, MA SALEM WILLOWS PHASE 2 IMPRO9EMENTS BID DOCUMENTS Project: Stamp: H-368807 MAY 8, 2024 Designed By: MP/JN JB DB ---PAGE BREAK--- MAG 14.39' MAG 11.53' CB CB LAD 10 12 13 14 14 14 15 15 15 15 15 16 16 16 16 16 17 17 17 17 18 18 18 18 19 19 19 19 20 20 20 20 21 21 B E-2 A E-2 C E-2 NEW ELECTRIC HANDHOLE NO. 1; TO BE FIELD LOCATED CONDUITS TO BE STUBBED UP AND CAPPED FOR FUTURE CONNECTION, TYP. (SEE DETAIL 1, SHEET E-3) UTILITY POLE NO. 3847 UTILITY POLE NO. 3843 WITH EXISTING TRANSFORMER UTILITY POLE NO. 3513 NEW ELECTRIC HANDHOLE NO. 2; TO BE FIELD LOCATED NEW ELECTRIC HANDHOLE NO. 1; TO BE FIELD LOCATED UTILITY POLE NO. 3797 METER PEDESTAL (NEMA 3R) PAD MOUNTED 25kVA TRANSFORMER (BY UTILITY PROVIDER) CONDUITS TO BE STUBBED UP AND CAPPED FOR FUTURE CONNECTION, TYP. (SEE DETAIL 1, SHEET E-3) LIMIT OF WORK, TYP. FINISH GRADE VARIES, SEE PLAN CONCRETE ENCASEMENT 2" CONDUIT AGGREGATE 2' 10" 4" CONDUIT 10" FINISH GRADE VARIES, SEE PLAN CONCRETE ENCASEMENT 4 SETS OF 2" CONDUITS AGGREGATE 2' 10" FINISH GRADE VARIES, SEE PLAN CONCRETE ENCASEMENT 6 SETS OF 2" CONDUITS AGGREGATE 2' 10" SCALE: 1" = 20' SCALE: 1" = 20' NORTH E-2 ELECTRICAL POWER PLAN ELECTRICAL NOTES 1. THIS DRAWING SHOWS THE PROPOSED UNDERGROUND ROUTING OF CABLES AND CONDUITS. 2. ALL CONDUIT RUNS ARE SHOWN DIAGRAMMATICALLY ONLY, EXACT LOCATIONS AND ROUTING TO BE DETERMINED BY CONTRACTOR TO AVOID INTERFERENCES WITH NEW EQUIPMENT, UTILITIES, STRUCTURES, ETC. 3. SEE SHEET E-3 FOR STUB UP DETAIL, ONE LINE DIAGRAM AND BILL OF MATERIALS. 4. PVC SCHEDULE-80 CONDUIT SHALL BE SUPPLIED AND INSTALLED IN UNDERGROUND RUNS, PVC COATED RIGID GALVANIZED STEEL (RGS) CONDUIT SHALL BE SUPPLIED AND INSTALLED ABOVE GRADE. 5. THE CONTRACTOR SHALL BE RESPONSIBLE TO DETERMINE THE EXACT LOCATION AND ROUTING OF THE NEW CONDUIT BANKS, TO AVOID INTERFERENCES WITH EXISTING CONDUIT BANKS AND UNDERGROUND PIPING. 6. THE CONTRACTOR SHALL BE RESPONSIBLE TO INSTALL PULL STATIONS IF IT IS DEEMED NECESSARY IN ACCORDANCE TO NEC CODE. 7. ALL OUTDOOR ENCLOSURES SHALL BE RATED NEMA 4X S.S UNLESS SPECIFIED OTHERWISE ON DRAWING. 8. ALL SPARE CONDUITS ARE TO BE CAPPED. 9. THE CONTRACTOR SHALL INSTALL A 1/C #2 BARE COPPER STRANDED GROUND CABLE IN ALL DUCTBANKS FOR GROUNDING. 10.CONTRACTOR TO RE FEED THE EXISTING FIVE LIGHT FIXTURES MOUNTED ON UTILITY POLES FROM METER PEDESTAL THROUGH THE PROPOSED UNDERGROUND CONDUIT RUNS. 11.FOR PROJECT GENERAL NOTES SEE SHEET L-1. 12.CONTRACTOR TO SIZE AND PROVIDE A PRECAST POLYMER CONCRETE HANDHOLE WITH COVER. THE ENCLOSURE AND COVER SHALL BE RATED MINIMUM ANSI TIER 15. 1 SECTION A N.T.S. 2 SECTION B N.T.S. 3 SECTION C N.T.S. Client/Owner: Sheet Title: Sheet No: Job Number: Drawn By: Description: Date: Number: Revisions Date: City of Salem 98 Washington St. Salem, MA 01970 27 School Street, Boston, MA 02108 tel. [PHONE REDACTED] www.hatch.com Reviewed By: SALEM, MA SALEM WILLOWS PHASE 2 IMPRO9EMENTS BID DOCUMENTS Project: Stamp: H-368807 MAY 8, 2024 Designed By: MP/JN JB DB 40' 10' 20' 0' ---PAGE BREAK--- Client/Owner: Sheet Title: Sheet No: Job Number: Drawn By: Description: Date: Number: Revisions Date: City of Salem 98 Washington St. Salem, MA 01970 27 School Street, Boston, MA 02108 tel. [PHONE REDACTED] www.hatch.com Reviewed By: SALEM, MA SALEM WILLOWS PHASE 2 IMPRO9EMENTS BID DOCUMENTS Project: Stamp: H-368807 MAY 8, 2024 Designed By: MP/JN JB DB ELECTRICAL DETAILS AND SCHEDULES E-3 EXISTING UTILITY POWER 25KVA PAD MOUNT TRANSFORMER 1PH 120/240V (BY UTILITY) 2P-100A MAIN BKR. 120/240V-1PH DISTRIBUTION METER PEDESTAL (BY ELECTRICAL) & DEMAND METER BY UTILITY U/G CABLES 2#2 XHHW, W GND.-2"C ELECTRICAL BILL OF MATERIALS TYPE QTY. DESCRIPTION A 1 EATON PADMOUNT METER CAT #CMP4111 OR APPROVED EQUAL 3 ELECTRICAL PRECAST POLYMER CONCRETE HANDHOLE WITH MINIMUM RATED ANSI TIER 15 COVER. TO BE SIZED BY ELECTRICAL CONTRACTOR. CONDUIT AND CABLE SCHEDULE DESTINATION TO VARIOUS LIGHT FIXTURES ON UTILITY POLES 2#2&1# 2 GND -2"C 2#10, & 1#10 GND.-2"C 1 A 2 3 B MEDIUM VOLTAGE CABLES TO PAD MOUNT METER PEDESTAL TO 25kVA PADMOUNT TRANSFORMER U/G MV CABLES , W GND.-4"C B C 24" GRADE PVC COATED PVC SCHEDULE 80 CONDUIT PVC COATED RIGID GALVANIZED STEEL CONDUIT ELBOW PVC COATED RIGID GALVANIZED STEEL CONDUIT COUPLING CONCRETE RIGID GALVANIZED STEEL CONDUIT QUANTITY AND SIZE OF CONDUITS PER PLAN DRAWING SPARE CONDUITS TO BE STUBBED AND CAPPED 1 CONDUIT TRANSITIONS AND STUB-UP N.T.S. ONELINE DIAGRAM ELECTRICAL BILL OF MATERIALS / CONDUIT AND CABLE SCHEDULE ---PAGE BREAK--- M4-9b (POINTS RIGHT) LIMIT OF WORK, TYP. CONSTRUCTION FENCE, SEE L-3, TYP. FORT AVE SUTTON AVE BEACH AVE TEMPORARY ROAD CROSSING "FOR PARK ACCESS TAKE ISLAND AVENUE" M4-9b (POINTS LEFT) M4-9b (POINTS RIGHT) TEMPORARY PARK CLOSURE SIGN TEMPORARY PARK CLOSURE SIGN G20-5aP TEMPORARY PARK CLOSURE SIGN TEMPORARY PARK CLOSURE SIGN M4-9b (POINTS RIGHT) TEMPORARY PARK CLOSURE SIGN TEMPORARY PARK CLOSURE SIGN TEMPORARY PARK CLOSURE SIGN R5-11 R7-1 ISLAND AVE LEGEND 6' HT. CHAIN LINK CONSTRUCTION FENCE/GATE LIMIT OF WORK PEDESTRIAN ROUTE DURING CONSTRUCTION SIGN SCHEDULE SIGN DESIGNATION SIZE QTY. R5-11 30 x 24 1 R7-1 12 x 18 1 G20-5aP 24 x 18 1 M4-9b (POINTS RIGHT) 30 x 24 1 M4-9b (POINTS LEFT) 30 x 24 1 Client/Owner: Sheet Title: Sheet No: Job Number: Drawn By: Description: Date: Number: Revisions Date: City of Salem 98 Washington St. Salem, MA 01970 27 School Street, Boston, MA 02108 tel. [PHONE REDACTED] www.hatch.com Reviewed By: SALEM, MA SALEM WILLOWS PHASE 2 IMPRO9EMENTS BID DOCUMENTS Project: Stamp: H-368807 MAY 8, 2024 Designed By: MP/JN JB DB 80' 20' 40' 0' TRAFFIC MANAGEMENT PLAN TM-1 SCALE: 1" = 40' NORTH DB/RK NOTE: 1. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING TRAFFIC SIGNAGE AT ALL TIMES DURING CONSTRUCTION.