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+ + + + + 5' 8" 8' 0" 7' 12" 6" X 6" REDWOOD SUPPORT BEAMS MOUNTED TO GALVANIZED STEEL PLATE FOOTING W/ ANCHOR BOLT, TYP. 8'0" X 8' 0" CONCRETE SLAB FOOTING 8' 0" + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 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. 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. UNLESS OTHERWISE INDICATED ON THE DRAWINGS ALL AREAS ADJACENT TO THE LIMITS OF CONSTRUCTION WHICH ARE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. 8. THE EXISTING SURVEY PREPARED BY PRECISION LAND SURVEY, IS A COMBINATION OF TWO SURVEYS: DECEMBER 1, 2010 AND APRIL 11, 2013. 9. 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 OCTOBER 3, 2019. 10.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. 11.BOUNDARY LINES WERE NOT INVESTIGATED AS PART OF THE CURRENT WORK EFFORT AND NOTHING SHOWN HEREON SHOULD BE INTERPRETED AS SUCH. 12.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. 13.CONTRACTOR SHALL MAINTAIN ALL EXISTING UTILITIES EXCEPT THOSE NOTED TO BE ABANDONED OR REMOVED & DISPOSED. 14.CONTRACTOR SHALL PROTECT EXISTING BENCHMARKS. 15.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. 16.CONTRACTOR SHALL STAKE LIMITS OF BIORETENTION BASINS FOR APPROVAL BY OWNER'S REPRESENTATIVE PRIOR TO COMMENCING EARTH DISTURBANCE. 17.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. 18.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. 19.CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS WITH LOAM AND SEED. L-1 PLANTING PLAN SITE LOCUS PLAN EXISTING CONDITIONS PLAN COVER SHEET PROJECT LOCATION PLAN SHEET TITLE SHEET NO. SALEM WILLOWS PHASE 1 IMPROVEMENTS BID DOCUMENTS FEBRUARY 2021 SITE PREPARATION PLAN Salem Willows SCALE: 50' SCALE: NTS GREEN INFRASTRUCTURE ENLARGEMENT PLANS LAYOUT AND MATERIALS PLAN SITE PREPARATION DETAILS PROJECT DESCRIPTION NORTH 50' 25' 0 50' SALEM WILLOWS IMPROVEMENTS INCLUDE: · PARKING LOT CIRCULATION, LAYOUT AND OVERALL DRAINAGE IMPROVEMENTS. · BIO-RETENTION BASINS TO NORTHWEST AREA OF PARKING LOT TO MANAGE STORMWATER RUN-OFF. · RE-GRADING OF EXISTING HILL TO EXPAND GATHERING AREAS AND NATURAL PLAY FEATURES. · PLANTING RESTORATION WITH NATIVE TREES, SHRUBS, AND GROUNDCOVERS. · TENNIS COURT IMPROVEMENTS INCLUDING NEW COURT SURFACE, FENCING, ACCESS GATES, BENCHES, DRAINAGE AND LIGHTING. PLANTING DETAILS Client/Owner: Sheet Title: Sheet No: Job Number: Drawn By: Description: Date: Number: Revisions Date: City of Salem 120 Washington St. Salem, MA 01970 27 Congress Street, Salem, MA 01970 tel. [PHONE REDACTED] www.hatch.com Reviewed By: SALEM, MA SALEM WILLOWS PHASE 1 IMPRO9EMENTS BID DOCUMENTS Project: Stamp: H-358376 FEBRUARY 17, 2021 Designed By: GRADING AND DRAINAGE PLAN TENNIS COURT DETAILS COVER SHEET L-1 DRAWING INDEX PROJECT SITE TENNIS COURT ENLARGEMENT PLAN L-2 L-3 L-4 L-5 L-6 L-7 L-8 L-9 L-10 - L-12 SITE IMPROVEMENT DETAILS L-14 L-15 & L-16 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 FORT AVENUE RESTAURANT ROW GREEN INFRASTRUCTURE DETAILS L-13 AK, AG JB DB STAGING AREA MAIN CONSTRUCTION ENTRANCE ATLANTIC OCEAN ELECTRICAL DEMOLITION PLAN E-1 ELECTRICAL POWER AND LIGHTING PLAN E-2 ELECTRICAL DETAILS E-3 ---PAGE BREAK--- LEGEND LAND SUBJECT TO COASTAL STORM FLOWAGE 100' BUFFER COASTAL BEACH RESOURCE AREA 100' BUFFER LIMIT OF WORK LAND SUBJECT TO COASTAL STORM FLOWAGE COASTAL BEACH RESOURCE AREA LAND SUBJECT TO COASTAL STORM FLOWAGE NORTH Client/Owner: Sheet Title: Sheet No: Job Number: Drawn By: Description: Date: Number: Revisions Date: City of Salem 120 Washington St. Salem, MA 01970 27 Congress Street, Salem, MA 01970 tel. [PHONE REDACTED] www.hatch.com Reviewed By: SALEM, MA SALEM WILLOWS PHASE 1 IMPRO9EMENTS BID DOCUMENTS Project: Stamp: H-358376 FEBRUARY 17, 2021 Designed By: SCALE: 1" = 20' 20' 10' 0 20' EXISTING CONDITIONS PLAN L-2 TP1 TP8 TP2 TP3 TP4 TP5 TP7 AK, AG TP6 ---PAGE BREAK--- LEGEND TREE TO BE REMOVED 6' HT. CHAIN LINK CONSTRUCTION FENCE/GATE REMOVE 10' HT. CHAIN LINK TENNIS COURT FENCE REMOVE AND RESET GRANITE CURB STRIP AND STOCKPILE SOIL STAGING/STOCKPILE AREA LIMIT OF WORK REMOVE AND DISPOSE BITUMINOUS CONCRETE PAVING REMOVE AND DISPOSE CONCRETE PAVING CLEAR AND GRUB REMOVE AND DISPOSE TENNIS COURT SURFACING REMOVE AND DISPOSE GRAVEL AS REQUIRED PER GRADING PLAN GUARDRAIL TO BE REMOVED AND DISPOSED TIMBERS OR CONCRETE BARRIERS TO BE REMOVED AND DELIVERED TO DPW YARD COMPOST FILTER SOCK CATCH BASIN SILT SACK TREE PROTECTION FENCE REMOVE EXISTING TENNIS COURT PAVEMENT (FULL DEPTH) GRANITE CURB TO BE REMOVED AND RESET, TYP. TREE TO BE REMOVED, TYP. CONCRETE BARRIERS TO BE REMOVED AND DELIVERED TO 57 ORNE STREET, SALEM, TYP. 1 L-9 LIMIT OF WORK, TYP. REMOVE AND DISPOSE CONCRETE PAVING, TYP. REMOVE AND DISPOSE GRANITE CURB REMOVE AND DISPOSE CONCRETE PAVING TREE PROTECTION, TYP. 1 L-9 TREE PROTECTION, TYP. CONCRETE BARRIERS TO BE REMOVED AND DELIVERED TO 57 ORNE STREET, SALEM, TYP. REMOVE AND DISPOSE GRAVEL (SEE NOTE 9) REMOVE AND DISPOSE BITUMINOUS CONCRETE SAW CUT, REMOVE AND DISPOSE CONCRETE PAVING REMOVE AND RESET GRANITE CURB REMOVE AND DISPOSE BITUMINOUS CONCRETE REMOVE AND DISPOSE GRAVEL (SEE NOTE 9) CATCH BASIN SILT SACK 2 L-9 FORT AVENUE RESTAURANT ROW STRIP AND STOCKPILE TOPSOIL 6' HT. CHAIN LINK CONSTRUCTION FENCE, TYP. 6' HT. CHAIN LINK CONSTRUCTION FENCE, TYP. 6' HT. CHAIN LINK CONSTRUCTION FENCE, TYP. 3 L-9 COMPOST FILTER SOCK, TYP. 3 L-9 COMPOST FILTER SOCK, TYP. 3 L-9 COMPOST FILTER SOCK, TYP. MAIN CONSTRUCTION ENTRANCE (LOCATION OF NEW PARKING ENTRANCE) TEMPORARY CONSTRUCTION ENTRANCE 4 L-9 STAGING AREA EXISTING TENNIS COURT LIGHT POLE TO REMAIN AND BE PROTECTED, TYP. 4 REMOVE EXISTING CONCRETE WALL REMOVE AND DISPOSE GUARDRAIL CLEAR AND GRUB COMPOST FILTER SOCK, TYP. 3 L-9 6' HT. CHAIN LINK CONSTRUCTION FENCE, TYP. REMOVE AND DISPOSE EXISTING FENCE EXISTING HYDRANT TO REMAIN EXISTING UP TO REMAIN UTILITY POLE AND GUY WIRE TO REMAIN UTILITY POLE TO REMAIN CATCH BASIN SILT SACK 2 L-9 EXISTING WALL TO REMAIN EXISTING UTILITY POLE TO REMAIN REMOVE AND STOCKPILE EXISTING "BIKE ROUTE" SIGN REMOVE AND STOCKPILE EXISTING "NO PARKING" SIGN EXISTING UTILITY POLE TO REMAIN EXISTING UTILITY POLE TO REMAIN 1 L-9 1 L-9 EXISTING UTILITY POLE AND GUY WIRE TO REMAIN. R&D SIGNAGE MOUNTED ON POLE REMOVE AND STOCKPILE GRANITE CURB REMOVE AND RESET EXISTING CURB REMOVE AND DISPOSE BITUMINOUS CONCRETE REMOVE AND DISPOSE BITUMINOUS CONCRETE, TYP. 5 L-10 REMOVE AND DISPOSE BITUMINOUS CONCRETE REMOVE AND DISPOSE TENNIS COURT FENCE STRIP AND STOCKPILE STRIP AND STOCKPILE TOPSOIL SAWCUT EXISTING BITUMINOUS CONCRETE SIDEWALK REMOVE AND DISPOSE TIMBERS, TYP. SAWCUT EXISTING CONCRETE SIDEWALK SCALE: 1" = 20' NORTH 20' 10' 0 20' Client/Owner: Sheet Title: Sheet No: Job Number: Drawn By: Description: Date: Number: Revisions Date: City of Salem 120 Washington St. Salem, MA 01970 27 Congress Street, Salem, MA 01970 tel. [PHONE REDACTED] www.hatch.com Reviewed By: SALEM, MA SALEM WILLOWS PHASE 1 IMPRO9EMENTS BID DOCUMENTS Project: Stamp: H-358376 FEBRUARY 17, 2021 Designed By: SITE PREPARATION PLAN L-3 TREE PROTECTION, TYP. AK, NH, AG JB DB NOTE: 1. SEE L-1 FOR GENERAL NOTES. 2. 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. 3. 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. 4. 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. 5. 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. 6. EROSION CONTROL MATTING SHALL BE USED FOR EROSION CONTROL ON SLOPES 3:1 AND GREATER. SOIL ON SLOPES SHALL BE PREPARED BEFORE INSTALLING MATTING. 7. 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. 8. SOIL STOCKPILE AREAS SHALL BE SURROUNDED BY A FILTER SOCK OR OTHER SEDIMENT BARRIER. 9. EXISTING GRAVEL PAVEMENT BELOW THE FULL DEPTH PAVEMENT OF THE PROPOSED ASPHALT DRIVEWAYS AND ASPHALT PARKING AISLES MAY REMAIN IN PLACE WITH APPROVAL OF ENGINEER. NO EXISTING GRAVEL PAVEMENT SHALL REMAIN UNDER THE PROPOSED INTERLOCKING GRAVEL PAVING SYSTEM PARKING STALLS. TREE PROTECTION, TYP. ---PAGE BREAK--- LEGEND BIORETENTION BASIN LIMIT OF WORK PARK BENCH BICYCLE RACK FLEXIBLE POROUS PAVING VERTICAL GRANITE CURB PICNIC TABLE TRASH AND RECYCLING RECEPTACLES CONCRETE SIDEWALK INTERLOCKING GRAVEL PAVING SYSTEM GRANITE STEP 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 ONLY 6' TYP. CURB RAMP - TYPE A BIORETENTION BASIN #2 (SEE SHEET L-7) BIORETENTION BASIN #1 (SEE SHEET L-7) 8'-6" 13'-0" 24' TYP. BITUMINOUS CONCRETE DRIVE WAY, TYP. TENNIS COURT ENLARGEMENT (SEE SHEET L-8) CURB STOP, TYP. BIKE RACKS TRAFFIC SIGNAGE STOP SIGN (R1-1) BENCH PAD TYPE TYP. WHEELCHAIR GLIDER/SWING BENCH PAD TYPE TYP. FLEXIBLE POROUS PAVING, TYP. CURB RAMP - TYPE B CONCRETE SIDEWALK, TYP. PICNIC TABLE, TYP. INTERLOCKING GRAVEL PAVING SYSTEM, TYP. CURB RAMP - TYPE C, (BOTH SIDES) CONCRETE SIDEWALK, TYP. INTERLOCKING GRAVEL PAVING SYSTEM, TYP. VERTICAL GRANITE CURB, TYP. R5' R15' R10' TYP. ADA PARKING WITH PAINT SYMBOL R10' ADA PARKING W/ PAINT SYMBOL AND STRIPING, VAN STALLS CURB STOP HC & VAN ACCESSIBLE PARKING SIGN (R7-8 & R7-8P) CURB RAMP - TYPE B HC PARKING SIGN (R7-8) BOTH SIDES BENCH PAD TYPE CURB RAMP - TYPE A, (BOTH SIDES) BENCH PAD TYPE CURB RAMP - TYPE B CURB RAMP - TYPE C, (BOTH SIDES) TRASH AND RECYCLING RECEPTACLES, TYP INTERLOCKING GRAVEL PAVING SYSTEM, TYP. CONCRETE SIDEWALK, TYP. VERTICAL GRANITE CURB, TYP. FORT AVENUE RESTAURANT ROW CONCRETE SIDEWALK, TYP. VERTICAL GRANITE CURB, TYP. CURB RAMP - TYPE C PEDESTRIAN CROSSING, AHEAD SIGN (30"X30" W11-2, W16-9P) TRAFFIC SIGNAGE, PEDESTRIAN CROSSING (W11-2L) VERTICAL GRANITE CURB, TYP. FLEXIBLE POROUS PAVING, TYP. CURB RAMP - TYPE B CURB STOP, TYP. CURB RAMP - TYPE B CURB STOP, TYP. CURB RAMP - TYPE B CONCRETE SIDEWALK, TYP. R6' CROSSWALK STRIPING TRAFFIC SIGNAGE, STOP SIGN (R1-1) CROSSWALK STRIPING, TYP. CROSSWALK STRIPING, TYP. ALIGN VERTICAL GRANITE CURB WITH EXISTING BENCH PAD TYPE PARKING STALL PAVER STRIPING, TYP. PARKING AISLE PAVER EDGING, TYP. CURB RAMP - TYPE A CURB RAMP - TYPE D 0+00.00 1+00.00 2+00.00 3+00.00 3+65.21 0+50.00 1+50.00 2+50.00 3+50.00 0+00.00 1+00.00 2+00.00 3+00.00 3+13.93 0+50.00 1+50.00 2+50.00 0+00.00 1+00.00 2+00.00 2+92.59 0+50.00 1+50.00 2+50.00 0+00.00 1+00.00 1+27.67 0+50.00 0+00.00 0+63.30 0+50.00 0+00.00 1+00.00 1+10.07 0+50.00 PRC: 0+35.29 N3020410.54 E825756.58 PC: 0+61.92 N3020417.48 E825781.49 PT: 0+57.65 N3020417.66 E825777.22 PC: 0+05.89 N3020404.53 E825728.98 BP: 0+00.00 N3020406.14 E825723.32 PRC: 1+01.84 N3020439.15 E825811.54 PT: 1+21.49 N3020452.67 E825824.70 EP: 1+21.67 N3020454.55 E825830.59 BP: 0+00 N3020343.00 E825631.65 PT: 0+11.78 N3020348.14 E825642.06 PC: 0+23.68 N3020350.09 E825653.81 BP: 0+00.00 N3020436.08 E825729.46 PC: 0+07.68 N3020436.33 E825721.78 PT: 0+31.61 N3020430.11 E825699.05 PC: 0+42.07 N3020424.49 E825690.22 PT: 0+54.26 N3020423.81 E825678.57 EP: 0+63.30 N3020427.74 E825670.42 PCC: 1+79.89 N3020467.63 E825724.81 PT:2+22.79 N3020494.28 E825693.82 PC:2+28.79 N3020495.32 E825687.92 EP:2+92.59 N3020538.54 E825646.94 BP:0+00.00 N3020529.85,E825576.14 PC:0+22.17 N3020508.47 E825582.02 PRC:0+64.87 N3020466.83 E825578.38 PI:3+13.93 N3020456.58 E825574.04 PT:2+94.83 N3020458.06 E825555.00 PCC:2+30.37 N3020441.50 E825494.00 PC:1+03.49 N3020357.29 E825399.51 PT:0+55.24 N3020320.93 E825367.62 PC:0+15.94 N3020317.43 E825332.15 BP:0+00.00 N3020327.07 E825319.46 EP: 3+65.21 N3020223.70 E825706.71 BP: 0+00.00 N3020288.26, E825581.55 PC: 0+03.00 N3020286.02, E825579.52 PT: 0+14.28 N3020276.02, E825574.64 PC: 0+20.13 N3020270.25, E825573.65 PT: 0+30.08 N3020261.25 E825569.63 PC: 0+36.33 N3020256.35 E825565.75 PT: 0+50.56 N3020243.87 E825559.08 PC: 0+63.82 N3020231.26 E825555.00 EP: 1+10.07 N3020240.07 E825519.59 PT: 0+90.45 N3020226.12 E825533.39 PICNIC TABLE, TYP. 24' 6' TYP. 14' 18'-11" 6' TYP. 6' TYP 19' 24' 4' 6' TYP (22) PARKING STALLS GRANITE STEP 12'-9" 12' CURB RAMP - TYPE A, (BOTH SIDES) (24) PARKING STALLS 19' (12) PARKING STALLS 7' 7' 17'-3" 12' 13'-8" 13' MEET EXISTING CONCRETE WALK 9'-2" MEET EXISTING CONCRETE WALK R18' PARKING STALLS PARKING STALLS (12) PARKING STALLS (12) PARKING STALLS 19' 19' 12' 6' 12' 6' 9' TYP. HC PARKING SIGN (R7-8) R10' BIKE ROUTE SIGNAGE, REPLACE NEW (D11-1 & D1-1a) 5' 8' 5' 8' 7' ACCESSIBLE PICNIC TABLE SIGN (RS-044, M6-3) WITH PLAQUE BENCH PAD TYPE BENCH PAD TYPE PT: 2+31.83 N3020313.85 E825608.42 PC: 0+30.94 N3020214.62 E825555.62 PT: 0+23.98 N3020208.22 E825558.38 PC: 0+16.73 N3020202.37 E825562.57 BP: 0+00 N3020191.12 E825574.96 CP:2+67.24 N3020456.17 E825527.58 CP:2+84.79 N3020458.31 E825544.98 CP:0+69.47 N3020335.57 E825380.46 CP:0+26.78 N3020503.99 E825583.14 CP:1+20.33 N3020413.25 E825565.75 CP:2+15.47 N3020325.60 E825597.06 CP:2+36.20 N3020310.90 E825611.63 TRASH & RECYCLING RECEPTACLES, TYP. ADA PARKING W/ SYMBOL AND STRIPING, TYP. CP:2+48.20 N3020235.19 E825694.18 6' ELECTRICAL EQUIPMENT CABINET 6' TYP. PEDESTRIAN CROSSING SIGN BOTH SIDES (24"x24" W11-2, W16-7Pl) ACCESSIBLE PICNIC TABLE SIGN (RS-044, M6-3) WITH PLAQUE TRAFFIC SIGNAGE, NO RIGHT TURN SIGN (R3-1) TRAFFIC SIGNAGE STOP SIGN (R1-1) PEDESTRIAN CROSSING BOTH SIDES (24"X24" W11-2,W16-7Pl) TRASH AND RECYCLING RECEPTACLES, TYP. 2 L-11 6 L-11 5 L-11 4 L-11 3 L-10 3 L-12 1 L-10 2 L-11 2 L-12 6 L-11 3 L-11 6 L-10 1 L-13 2 L-10 4 L-10 4 L-12 1 L-13 1 L-10 1 L-12 5 L-10 7 L-12 7 L-12 6 L-10 4 L-11 3 L-12 1 L-12 4 L-12 6 L-11 4 L-10 1 L-10 5 L-10 1 L-10 5 L-10 4 L-12 1 L-12 1 L-12 5 L-10 3 L-10 3 L-12 6 L-10 3 L-12 6 L-10 3 L-12 6 L-12 1 L-12 6 L-12 6 L-12 1 L-11 4 L-10 4 L-10 2 L-12 5 L-12 3 L-12 2 L-11 1 L-10 4 L-11 1 L-12 2 L-12 4 L-10 6 L-11 2 L-12 1 L-12 1 L-12 1 L-12 1 L-12 4 L-11 1 L-11 1 E-3 1 L-12 1 L-12 7 L-12 R3' TYP. R8' TYP. R:74.60, L:71.47 D:54.89 R:90.00 L:156.21 D:99.45 R:40.00 L:42.89 D:61.44 R:20.00 L:11.78 D:33.75 R:73.54 L:96.83 D:63.88 R:40.00 L:23.92 D:34.26 R:12.00 L:12.19 D:58.20 R:30.00 L:29.40 D:56.16 R:30.00 L:22.35 D:42.69 R:30.00 L:39.92 D:76.25 R:20.00 L:19.65 D:56.30 R:50.00, L:63.80 D:73.12 PCC: N3020473.75, E825623.88 R:131.06 L:166.96 D:72.99 R:60.00 L:42.69 D:40.77 24' TYP. R:94.00 L:64.46 D:39.29 R:529.00 L:126.88 D:13.74 R:26.27 L:39.19 D:85.47 R:20.00, L:11.27, D:32.31 R:40.00, L:14.23, D:20.39 R:17.00, L:7.25, D:24.45 R:13.00, L:15.50, D:68.27 R:13.00, L:26.63, D:117.38 CP: 0+79.60 N3020222.27, E825543.20 R:20.00 L:10.00 D:28.50 TRAFFIC SIGNAGE STOP SIGN (R1-1) 1 L-12 NEW CONCRETE WALK MEETS EXISTING BITUMINOUS CONCRETE SIDEWALK LAYOUT AND MATERIALS NOTES: 1. SEE SHEET L-1 FOR GENERAL NOTES. 2. ALL LINES AND DIMENSIONS ARE PARALLEL OR PERPENDICULAR TO THE LINES FROM WHICH THEY ARE MEASURED UNLESS OTHERWISE INDICATED. 3. ALL LAYOUTS FOR WALKS, PATHS, PARKING LOTS, AND TENNIS COURTS SHALL BE ADEQUATELY STAKED BY THE CONTRACTOR AND APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. 4. ALL PARKING CURB RADII SHALL BE 3' UNLESS OTHERWISE NOTED. 5. SIDEWALK SCORING SHALL BE 5' O.C. TYP. 6. SEE SHEET L-2 FOR EXISTING CONDITIONS PLAN. 7. SEE SHEET L-3 FOR SITE PREPARATION PLAN. 8. SEE SHEET L-6 FOR PLANTING PLAN. 9. SEE SHEET L-9 TO L-16 FOR DETAILS. 10. SEE E-2 FOR ELECTRICAL POWER AND LIGHTING PLAN. RESTORE ALL DISTURBED AREAS IN KIND. NORTH Client/Owner: Sheet Title: Sheet No: Job Number: Drawn By: Description: Date: Number: Revisions Date: City of Salem 120 Washington St. Salem, MA 01970 27 Congress Street, Salem, MA 01970 tel. [PHONE REDACTED] www.hatch.com Reviewed By: SALEM, MA SALEM WILLOWS PHASE 1 IMPRO9EMENTS BID DOCUMENTS Project: Stamp: H-358376 FEBRUARY 17, 2021 Designed By: SCALE: 1" = 20' 20' 10' 0 20' LAYOUT AND MATERIALS PLAN L-4 SCALE: 1" = 20' 20' 10' 0 20' AK, NH, AG JB DB ---PAGE BREAK--- LEGEND PROPOSED CONTOUR SLOPE EXISTING CONTOUR TOP OF WALL BOTTOM OF WALL LOW POINT HIGH POINT SPOT ELEVATION INVERT EXISTING SPOT ELEVATION LIMIT OF WORK TENNIS COURT BENCH TENNIS COURT FENCE SEED ESTABLISHMENT FENCE TRENCH DRAIN CLEANOUT DRAINAGE PIPE SUBSURFACE INFILTRATION SYSTEM FLEXIBLE POROUS PAVING INTERLOCKING GRAVEL PAVING SYSTEM + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + CURB CUT INTERLOCKING GRAVEL PAVING SYSTEM, TYP. INTERLOCKING GRAVEL PAVING SYSTEM, TYP. 4 L-10 4 L-10 1 L-13 BIORETENTION BASIN (NO.1) 1 L-13 BIORETENTION BASIN (NO. 2) 7 L-10 CURB CUT 5 & 6 L-13 BIORETENTION BASIN METAL INLET CURB CUT 7 L-10 FLEXIBLE POROUS PAVEMENT PATH 3 L-10 UP AND GUY WIRE TO REMAIN UP TO REMAIN UP TO REMAIN UP AND GUY WIRE TO REMAIN EXISTING HYDRANT TO REMAIN UP AND GUY WIRE TO REMAIN MAINTAIN EXISTING WATER MAIN AND CONNECTIONS 7 L-10 UP AND GUY WIRETO REMAIN SUBSURFACE INFILTRATION SYSTEM BOTTOM ELEV = 12.33 6" WIDE PRE-SLOPED TRENCH DRAIN 8"Ø HDPE PIPE SD 22 LF @ 1.0% SLOPE (TYP OF 5) TRENCH DRAIN IN-LINE CATCH BASIN W/ TRASH BUCKET AT PIPE OUTLET 8"Ø IN ELEV=13.01 (TYP OF 5) 18' 96' SEE GREEN INFRASTRUCTURE ENLARGEMENT PLAN, SHEET L-7 SEE ELECTRICAL PLANS FOR ALL UTILITY WORK. RESTORE ALL DISTURBED AREAS IN KIND. CURB CUT 7 L-10 UP TO REMAIN (4 TOTAL) LIMITS OF SAND-BASED STRUCTURAL SOIL, ADD ALT #2 8 L-11 SCALE: 1" = 20' NORTH 20' 10' 0 20' Client/Owner: Sheet Title: Sheet No: Job Number: Drawn By: Description: Date: Number: Revisions Date: City of Salem 120 Washington St. Salem, MA 01970 27 Congress Street, Salem, MA 01970 tel. [PHONE REDACTED] www.hatch.com Reviewed By: SALEM, MA SALEM WILLOWS PHASE 1 IMPRO9EMENTS BID DOCUMENTS Project: Stamp: H-358376 FEBRUARY 17, 2021 Designed By: GRADING AND DRAINAGE NOTES: 1. SEE L-1 FOR GENERAL NOTES. 2. THE CONTRACTOR SHALL VERIFY ALL EXISTING GRADES IN THE FIELD AND SHALL REPORT ANY DISCREPANCIES BETWEEN THE EXISTING AND PROPOSED CONDITION TO THE OWNER. 3. ALL PROPOSED TOP OF CURB ELEVATIONS ARE SIX INCHES ABOVE BOTTOM OF CURB UNLESS SHOWN OTHERWISE ON THESE PLANS. 4. ALL WALKS AND ADA PARKNG SPACES AND LOADING ZONES SHOULD NOT EXCEED 2% MAXIMUM CROSS SLOPE. 5. THE RUNNING SLOPE FOR ALL WALKS AND PATHS SHOULD NOT EXCEED 5% MAXIMUM. 6. ALL BENCH AND PICNIC TABLE PADS SHOULD NOT EXCEED 2% MAXIMUM SLOPE. 7. ALL PATHS SHALL NOT EXCEED 5% LONGITUDINAL SLOPE. GRADING AND DRAINAGE PLAN L-5 AK, HH, NH, AG JB, HH DB, EA ---PAGE BREAK--- LEGEND LIMIT OF WORK LAWN SEED MIX TREE PLANTING UNDERSTORY TREE PLANTING EVERGREEN TREE PLANTING EXISTING TREE TO REMAIN HERBACEOUS PERENNIAL/ GROUNDCOVER PLANTING NATIVE WOODLAND SEED MIX SEED ESTABLISHMENT FENCE SHRUB PLANTINGS EROSION CONTROL FABRIC EXTENT HERBACEOUS PLUG PLANTING (BIORETENTION) NATIVE COASTAL GRASSLAND PLUG PLANTING ONLY HERBACEOUS PLUG PLANTING 5 L-14 5 L-14 HERBACEOUS PLUG PLANTING LAWN SEED MIX TYP. NATIVE COASTAL GRASSLAND PLUG PLANTING, TYP. LAWN SEED MIX TYP. FORT AVENUE RESTAURANT ROW LAWN SEED MIX TYP. NATIVE COASTAL GRASSLAND PLUG PLANTING, TYP. 1 L-14 UNDERSTORY TREE PLANTING, TYP. 1 L-14 UNDERSTORY TREE PLANTING, TYP. EXISTING TREE TREATMENT, TYP. 1 QA 1 TA 1 QV 1 QV 1 QR 1 QV 3 AA 2AA 1 NS 2 TA 4 L-14 1 QR 1 QA 1 FG 1 TA 1 PO 1 QR 3 BP 1 NS 1 QR 2 TA 1 NS 1 BP 1 TA 1 QV 1 QR 2 PS 2 QV 1 SA 1 QA 1 QM 1 QV 1 PO NATIVE WOODLAND SEED MIX, TYP. 12 RV 10 MP 5 MP 15 CP 15 CP 9 CP 50 VA 80 VA 13 CA 9 MP 13 CA 139 GB 91 GB 34 GB 10 CP 41 PV 5 CA 11 RC 12 RV 38 PV 2 PO 10 RV 8 MP 56 PV 7 PQ 1 NS 9 PM 5 MP 6 PM 3 RV 5 RV 6 MP 8 MP 11 RV 46 PV 8 MP 11 RV 30 PV 21 CP 11 RV 3 RC 8 VD 1 RC 3 RC 10 PM 97 PV 3 MP 47 PV 6 PM 3 RC 3 MP 7 RV 32 PV 6 RV 1 RC 5 MP 47 PV 12 PQ 5 PQ 3 PQ 5 PQ 1 QA 40 PV 1 NS 1 QM 1 BP EROSION CONTROL FABRIC EXTENT EROSION CONTROL FABRIC EXTENT EROSION CONTROL FABRIC EXTENT SEED ESTABLISHMENT FENCE, TYP. 6 L-14 NORTH Client/Owner: Sheet Title: Sheet No: Job Number: Drawn By: Description: Date: Number: Revisions Date: City of Salem 120 Washington St. Salem, MA 01970 27 Congress Street, Salem, MA 01970 tel. [PHONE REDACTED] www.hatch.com Reviewed By: SALEM, MA SALEM WILLOWS PHASE 1 IMPRO9EMENTS BID DOCUMENTS Project: Stamp: H-358376 FEBRUARY 17, 2021 Designed By: PLANTING NOTES: 1. SEE L-1 FOR GENERAL NOTES. 2. IF DISCREPANCIES EXIST BETWEEN THE NUMBER OF PLANTS DRAWN ON THE PLANTING PLAN AND THE NUMBER OF PLANTS IN THE PLANT SCHEDULE, THE PLANTING PLAN SHALL GOVERN. 3. SEED ALL UPLAND DISTURBED AREAS (AT DIRECTION OF LANDSCAPE ARCHITECT) WITH APPROVED SEED MIX. CONTRACTOR SHALL PROVIDE COIR EROSION CONTROL MAT WHERE SLOPES EXCEED 3:1. 4. 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 7/SHEET L-14 FOR SEED PROTECTION FENCE. 5. STAKE LOCATION OF ALL PROPOSED PLANTING FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO THE COMMENCEMENT OF PLANTING. 6. PRUNE TREES IN ACCORDANCE WITH THE SPECIFICATION (024110). 7. SEED ESTABLISHMENT FENCE SHALL RELOCATE TO COASTAL SEED AREAS AFTER LAWN ESTABLISHMENT. PLANTING PLAN L-6 SCALE: 1" = 20' 20' 10' 0 20' ---PAGE BREAK--- BIORETENTION BASIN BIORETENTION BASIN METAL INLET 1 L-13 15 16 STONE DISSIPATOR 5 & 6 L-13 CURB CUT 7 L-10 210 SF (3:1 SLOPE) 10'-10" 23'-10" 3'-7" 5'-6" 10'-5" + + + + + + + HERBACEOUS PERENNIAL PLUG PLANTING 5 L-14 20 EP 35 SS 40 RH 35 PV 35 JC AT 15 ES 40 HERBACEOUS PERENNIAL PLUG PLANTING 5 L-14 42 SS 31 RH 60 ES 60 RH 65 PV 35 AT 65 JC 30 EP 65 SS 50 SF BIORETENTION BASIN BIORETENTION BASIN METAL INLET 14.5 STONE DISSIPATOR 16 15 1 L-13 CURB CUT STONE DISSIPATOR 7 L-10 5 & 6 L-13 12'-3" 10'-5" 43'-8" 8'-4" 18'-1" + + + + + + + + + + 425 SF (3:1 SLOPE) NOTES: 1. SEE L-1 FOR GENERAL NOTES. Client/Owner: Sheet Title: Sheet No: Job Number: Drawn By: Description: Date: Number: Revisions Date: City of Salem 120 Washington St. Salem, MA 01970 27 Congress Street, Salem, MA 01970 tel. [PHONE REDACTED] www.hatch.com Reviewed By: SALEM, MA SALEM WILLOWS PHASE 1 IMPRO9EMENTS BID DOCUMENTS Project: Stamp: H-358376 FEBRUARY 17, 2021 Designed By: SCALE: 1/8" = 1'-0" 3 GREEN INFRASTRUCTURE ENLARGEMENT PLANS L-7 BIORETENTION BASIN 2 - LAYOUT AND GRADING PLAN 8' 4' 0 8' LEGEND: NORTH SCALE: 1/8" = 1'-0" 1 BIORETENTION BASIN 1 - LAYOUT AND GRADING PLAN 8' 4' 0 8' NORTH AK, HH, NH, AG JB, HH DB, EA SCALE: 1/8" = 1'-0" 2 BIORETENTION BASIN 1 - PLANTING PLAN 8' 4' 0 8' NORTH BIORETENTION BASIN 2 - PLANTING PLAN 8' 4' 0 8' NORTH SCALE: 1/8" = 1'-0" 4 PROPOSED CONTOUR EXISTING CONTOUR SPOT ELEVATION EXISTING SPOT ELEVATION HERBACEOUS PERENNIAL/ GROUNDCOVER PLANTING METAL INLET ENERGY DISSIPATOR VERTICAL GRANITE CURB ---PAGE BREAK--- TRENCH DRAIN, 0.7% PRE-SLOPED, 4' CHANNEL SECTIONS DS-112 TO DS-114 SLOPING TO IN-LINE CATCH BASINS, TYP. 8"Ø HDPE PIPE SD 22 LF @ 1.0% SLOPE (TYP OF 5) 18' 95' 158'-8" OUTSIDE EDGE CONCRETE PERIMETER EQ EQ EQ EQ 12' TYP. TENNIS COURT AND PICKLEBALL COURT LAYOUT PLAN, TYP. 10' HT. CHAIN LINK FENCE 20' CHAIN LINK FENCE AT 10' HT. 20' CHAIN LINK FENCE AT 10'HT. 10' FENCE TRANSITION 10' FENCE TRANSITION 61' CHAIN LINK FENCE AT 5' HT. 36' TYP. 12' TYP. CONCRETE PERIMETER EDGE GRANITE STEP 122'-0" OUTSIDE EDGE CONC. PERIMETER R R17 15 16 20 15 14 15 16 17 18 19 20 17 16 TRENCH DRAIN 2' IN-LINE CATCH BASIN SEGMENT W/ TRASH BUCKET AT PIPE OUTLET 8"Ø INV ELEV=13.01 (TYP OF 5) CLEANOUT (TYP OF 4) LAWN SEED MIX, TYP. SUBSURFACE INFILTRATION SYSTEM BOTTOM ELEV=12.33 12' 1'-6" 5'-8" 5'-3" 1 L-15 TENNIS COURT ACCESS GATE, TYP. 1 L-16 TENNIS COURT ACCESS GATE, TYP. 1 L-16 4 L-13 BENCH AT TENNIS COURT 6 L-15 BENCH AT TENNIS COURT 6 L-15 TENNIS NET POST FOOTING, TYP. 5 L-15 TENNIS COURT AND PICKLEBALL COURT LAYOUT PLAN, TYP. 1 L-15 FENCE POST AT PERIMETER EDGE, TYP 4 L-16 HOT MIX ASPHALT TENNIS COURT PAVING, TYP. 2 L-15 SAW CUT TENNIS COURT ASPHALT SURFACING AT CENTER LINE BETWEEN COURTS AND AT HALF COURT INTO PANELS TOTAL 7 L-11 CHAIN LINK FENCE, TYP. 3 L-16 CONCRETE PERIMETER EDGE, TYP. 3 L-15 2 L-16 TENNIS COURT DOUBLE LEAF MAINTENANCE GATE, TYP. 135° TYP. 6'-3" TYP. 6' FENCE POST CORNER OFFSET, TYP. LC LC LC LC SLOPE 0.83% TYP. COURT #1 COURT #2 COURT #3 NET CENTER STRAP ANCHOR, TYP. 4 L-15 HOT MIX ASPHALT TENNIS COURT PAVING, TYP. 2 L-15 CONCRETE PERIMETER EDGE, TYP. 3 L-15 SUBSURFACE INFITRATION SYSTEM 2 L-13 6'-3" TYP. 6'-2" TYP. 6' FENCE POST CORNER OFFSET, TYP. 6'-2" CONC. PERIMETER EDGE, TYP. 6'-0" TYP. 5'-8" CONC. PERIMETER EDGE, TYP. 3 L-15 3 L-16 36' TYP. 10'-0" TO FACE OF BENCH TYP. 10'-0" TO FACE OF BENCH TYP. 6' O.C. TYP. 20' CHAIN LINK FENCE AT 10' HT. 20'-5" CHAIN LINK FENCE AT 10'HT. 10' FENCE TRANSITION 10' FENCE TRANSITION 61' CHAIN LINK FENCE AT 5' HT. EQ. EQ. EQ. EQ. 5' HT. SINGLE LEAF FENCE GATE 5' HT. SINGLE LEAF FENCE GATE 23' 13' 1 L-16 1 L-16 22'-6" 3' 6'-6" ELECTRICAL CABINET ON CONCRETE SLAB, REFER TO ELECTRICAL DRAWINGS LEGEND LIMIT OF WORK LAWN SEED MIX NATIVE COASTAL GRASSLAND SEED MIX TENNIS COURT BENCH TENNIS COURT FENCE CONCRETE SIDEWALK SEED ESTABLISHMENT FENCE NOTE: 1. SEE SHEET L-1 FOR GENERAL NOTES. 2. SEE SHEET E-2 FOR ELECTRIC LINES IN THIS AREA. SAW CUT ASPHALT TENNIS COURT SURFACE 8' 4' 0 8' Client/Owner: Sheet Title: Sheet No: Job Number: Drawn By: Description: Date: Number: Revisions Date: City of Salem 120 Washington St. Salem, MA 01970 27 Congress Street, Salem, MA 01970 tel. [PHONE REDACTED] www.hatch.com Reviewed By: SALEM, MA SALEM WILLOWS PHASE 1 IMPRO9EMENTS BID DOCUMENTS Project: Stamp: H-358376 FEBRUARY 17, 2021 Designed By: TENNIS COURT ENLARGEMENT PLAN 1 NORTH TENNIS COURT ENLARGEMENT PLAN L-8 SCALE: 1" = 8'-0" AK, HH, NH, AG JB, HH DB, EA ---PAGE BREAK--- Client/Owner: Sheet Title: Sheet No: Job Number: Drawn By: Description: Date: Number: Revisions Date: City of Salem 120 Washington St. Salem, MA 01970 27 Congress Street, Salem, MA 01970 tel. [PHONE REDACTED] www.hatch.com Reviewed By: SALEM, MA SALEM WILLOWS PHASE 1 IMPRO9EMENTS BID DOCUMENTS Project: Stamp: H-358376 FEBRUARY 17, 2021 Designed By: SCALE: NTS 1 TREE PROTECTION 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 EXISTING GRADE NOTE: 1. ALL TREE PROTECTION SHALL BE INSTALLED PRIOR TO ANY CONSTRUCTION ACTIVITIES AND MAINTAINED IN GOOD CONDITION THROUGHOUT THE CONSTRUCTION PERIOD. 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. 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. THICKNESS OF 2-3" COARSE AGGREGATE MOUNTABLE BERM MIN.) 6" MIN. 6" MIN. VARIES SEE PLANS AK, NH, AG JB DB ---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 120 Washington St. Salem, MA 01970 27 Congress Street, Salem, MA 01970 tel. [PHONE REDACTED] www.hatch.com Reviewed By: SALEM, MA SALEM WILLOWS PHASE 1 IMPRO9EMENTS BID DOCUMENTS Project: Stamp: H-358376 FEBRUARY 17, 2021 Designed By: 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" 4" 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 OR SOIL CELL, SEE PLAN 8" COMPACTED GRAVEL BORROW TYP. THICKENED EDGE AT ALL CHANGES OF MATERIALS AND AT BUILDINGS CEMENT CONCRETE, BROOM FINISH EXPANSION JOINT 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 UNDISTURBED OR COMPACTED SOIL BITUMINOUS CONCRETE ROADWAY SCALE: NTS SCALE: NTS BITUMINOUS CONCRETE - VEHICULAR 2 CURB STOP SCALE: NTS 6 TOP VIEW FRONT VIEW SIDE VIEW TYP. NOTE: 1. INSTALLATION TO BE COMPLETE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. Ø 0.68" MOORING HOLES REFLECTIVE SURFACE SCALE: NTS SCALE: NTS CONCRETE SIDEWALK 1 SITE IMPROVEMENT DETAILS L-10 NON-COMPACTED SUBGRADE OR IN FILL CONDITION COMPACTED NO. 57 STONE COMPACTED CLEAN, DOUBLE-WASHED NO. 57 STONE ECORASTER E50: FILLED WITH 3/8" CLEAN, DOUBLE-WASHED CRUSHED STONE AND COMPACTED 8" 2" ECORASTER E50: OVER-FILLED 1'-2" 1'-2" NOTES: 1. ECORASTER UNITS TO BE PRE-ASSEMBLED IN SECTIONS AND LAID OUT IN THE FIELD TO DETERMINE OVERLAPPING EDGES TO BE CUT ALONG GRANITE CURBING AND PAVERS. 2. CONTRACTOR SHALL ENSURE ECORASTER UNITS ARE CUT TO FIT AND SECURELY WITHIN EACH PARKING STALL BAY. LOOSE UNITS WILL NOT BE ACCEPTED. 3. OWNER'S REPRESENTATIVE SHALL APPROVE INSTALLATION OF ALL ECORASTER UNITS PRIOR TO COMMENCING PLACEMENT OF INFILL STONE. 3/8" CLEAN DOUBLE WASHED CRUSHED STONE LEVELING COURSE 4" 14" SCALE: NTS SCALE: NTS INTERLOCKING GRAVEL PAVING SYSTEM 4 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, WIDTH VARIES FROM 6" TO 24", BOTH SIDES. 2' TYP. PLANTING SOIL 2' TYP. SECTION ISOMETRIC VERTICAL CURB FLUSH TO GRADE TOP OF CURB 18" 6" 6" PLAN TOP OF CURB 18" 6" 6" 6" 2'-0" 4-6" DIA. RIVERSTONE 18" DEPTH VEGETATED AREA NOTE: 1. PLACE NON-WOVEN GEOTEXTILE FABRIC BETWEEN RIVERSTONE AND SOIL, BOTH BOTTOM AND SIDES, TYP. SCALE: NTS SCALE: NTS CURB CUT 7 AK, NH, AG JB DB ECORASTER E50- OVER-FILLED WITH 3/8" CLEAN, DOUBLE-WASHED CRUSHED STONE 4" LEVELING COURSE 3/8" CLEAN DOUBLE WASHED CRUSHED STONE, SET PAVERS ON 2" SETTING BED COMPACTED, CLEAN DOUBLE WASHED NO. 57 STONE NON-COMPACTED SUBGRADE OR IN FILL CONDITION COMPACTED NO. 57 STONE ECORASTER E50 - FILLED WITH 3/8" CLEAN, DOUBLE-WASHED CRUSHED STONE AND COMPACTED, TYP. 36"x6"x4" PAVER STONE PARKING STALL MARKER BITUMINOUS CONCRETE METAL EDGE WITH 6" ANCHOR ROD AT 12" O.C. NON-WOVEN GEOTEXTILE FABRIC, WRAP SIDES SAND FILLED 1/4" PAVER JOINT, TYP. BITUMINOUS CONCRETE DRIVEWAY 12"x6"x4" PAVER STONE PARKING AISLE EDGING SAND FILLED 1/4" PAVER JOINT, TYP. ECORASTER E50 - FILLED WITH 3/8" CLEAN, DOUBLE-WASHED CRUSHED STONE AND COMPACTED, TYP. PARKING STALL PAVER STRIPING PLAN PARKING AISLE PAVER EDGING PLAN 36"x6"x4" PAVER STONE PARKING STALL DIVIDER 2" 6" 12"x6"x4" PAVER STONE PARKING AISLE EDGING ECORASTER E50- OVER-FILLED WITH 3/8" CLEAN, DOUBLE-WASHED CRUSHED STONE PARKING STALL DIVIDER SECTION AISLE EDGING SECTION NON-COMPACTED SUBGRADE OR IN FILL CONDITION COMPACTED NO. 57 STONE 4" 2" 2" COMPACTED AGGREGATE BASE COURSE NEW OR RESET GRANITE CURB BITUMINOUS CONCRETE VEHICULAR SURFACE, TYP. UNDISTURBED OR COMPACTED SOIL GRANITE CURB AT NEW BITUMINOUS CONCRETE - VEHICULAR GRANITE CURB AT INTERLOCKING GRAVEL PAVING SYSTEM GRANITE CURB AT EXISTING ROAD CONCRETE SIDEWALK 1 2" EXPANSION JOINT WITH BACKROD AND SEALANT COMPACTED AGGREGATE BASE COURSE CONCRETE SIDEWALK 1 2" EXPANSION JOINT WITH BACKROD AND SEALANT NEW OR RESET GRANITE CURB INTERLOCKING GRAVEL PAVING SYSTEM, TYP. 4 L-10 2 L-10 6" 6" 6" 6" 6" 18" 6" 9" 18" 6" 9" 6" COMPACTED SUBGRADE 6" 6" 6" 6" 6" 6" COMPACTED CRUSHED STONE BASE COMPACTED CRUSHED STONE 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 ---PAGE BREAK--- BICYCLE RACK SCALE: NTS 3 SCALE: NTS SCALE: NTS Client/Owner: Sheet Title: Sheet No: Job Number: Drawn By: Description: Date: Number: Revisions Date: City of Salem 120 Washington St. Salem, MA 01970 27 Congress Street, Salem, MA 01970 tel. [PHONE REDACTED] www.hatch.com Reviewed By: SALEM, MA SALEM WILLOWS PHASE 1 IMPRO9EMENTS BID DOCUMENTS Project: Stamp: H-358376 FEBRUARY 17, 2021 Designed By: BENCH PAD TYPE 4 SCALE: NTS SCALE: NTS TRASH AND RECYCLING RECEPTACLE 6 SCALE: NTS SCALE: NTS SURFACE-MOUNTED PICNIC TABLE 2 SITE IMPROVEMENT DETAILS L-11 STANDARD / ACCESSIBLE PICNIC TABLE BY OTHERS 4" THICK CONCRETE PAD, SEE DETAIL 1, SHEET L-10. DIMENSIONS VARY PER PICNIC TABLE TYPE. REFER TO CONCRETE PAD DIMENSION CHART 4' ACCESSIBLE PATH AROUND ACCESSIBLE PICNIC TABLE CONCRETE PAD DIMENSIONS STANDARD 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 NOTE: REFER TO DETAIL 1/L-10 FOR CONCRETE SIDEWALK SECTION 24" 10" 35" 1 10 12" 1 1 2" SCHEDULE 40 PIPE (1 10 12" DIA.) WITH BLACK POWDER COAT FINISH 6" X 0.25" X 2.5" SURFACE FOOT MOUNT 2 12" 35" 1 10 12" 24" 1 1 2" SCHEDULE 40 PIPE (1 10 12 " DIA.) WITH BLACK POWDER COAT FINISH 2 1 2" x 6" x 1 4" SURFACE FOOT MOUNT CONCRETE SIDEWALK, TYP. 1 L-10 NOTES: 1. BICYCLE RACKS SHOULD BE SPACED A MINIMUM OF 36" APART WHERE TWO OR MORE ARE LOCATED WITHIN CLOSE PROXIMITY 2. REFER TO DETAIL 1/L-10 FOR CONCRETE SIDEWALK SECTION 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 WHEELCHAIR GLIDER/SWING SCALE: NTS 5 4'-6" 8'-0" 6" TYP. 6" TYP. 5'-0" 7'-0 1/2" 6" TYP. 6" TYP. SIDEWALK CONCRETE PAD PLANTING 1/2" EXPANSION JOINT, TYP. 1'-0" 8" 4" 8'-0" FINISH GRADE AGGREGATE BASE WHEELCHAIR GLIDER SWING, SEE SPECIFICATIONS 8'-0" 5'-8" NOTE: 1. CONTRACTOR TO PROVIDE SHOP DRAWING/ PRODUCT CUT SHEET FOR APPROVAL. 1 L-10 CONCRETE PAD, TYP. WHEELCHAIR GLIDER SWING, SEE SPECIFICATIONS AK, NH, AG JB DB 8' 0" 3' 0" BENCH TO BE SUPPLIED BY OWNER NOTES: 1. MODEL OF BOTH ACCESSIBLE AND BENCHES BEING SELECTED IN COORDINATION WITH PARKS & RECREATION. 2. REFER TO DETAIL 1/L-10 FOR CONCRETE SIDEWALK. 3' X 8' CONCRETE SLAB 10' 0" 3' 0" BENCH TO BE SUPPLIED BY OWNER CONCRETE SLAB FOOTING 3' 0" ADA ACCESSIBLE NOTES: 1. MODEL OF BOTH ACCESSIBLE AND BENCHES BEING SELECTED IN COORDINATION WITH PARKS & RECREATION. 2. REFER TO DETAIL 1/L-10 FOR CONCRETE SIDEWALK. 1' 0" SCALE: NTS SCALE: NTS BENCH PAD TYPE 1 MONOLITHIC GRANITE STEP HT. X 18" W X 12'-0" GRANITE TREADS SHALL BE SAWN ALL SIDES AND THERMAL FINISH ON ALL EXPOSED SIDES 1'-6" 6" 1'-5" 1/2" EXPANSION JOINT CONCRETE SIDEWALK CONCRETE WALK 8" COMPACTED GRAVEL BORROW COMPACTED SUBGRADE R1/2" 1.5% SLOPE NOTES: 1. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR APPROVAL. 2. PROVIDE ±1/2" FIELD STONE MORTAR FOR BEDDING AND LEVELING GRANITE STEP. MORTAR SHALL CONFIRM TO MADOT STANDARDS FOR CEMENT FIELD STONE MORTAR TYPE M4.02.12MORTAR JOINTS TYP. ±1/2" MORTAR, SEE NOTE. 5" S.S. PINS (CONTRACTOR MAY UTILIZE SPRING LOADED DOWELS WHERE REQUIRED) PINS PER STONE. CORE PIN MIN. 3" INTO CONCRETE FOOTING, 2" MIN. COVER. SET PINS IN EPOXY GROUT. 4" GRANITE STEP SCALE: NTS 7 CURB ROAD 2" MULCH LAYER SAND BLANKET PLANTING SOIL COMPACTED SAND-BASED STRUCTURAL SOIL ROOTBALL CURB SIDEWALK ROAD 3'-6" TREE PIT 6'-0" SIDEWALK 2'-6" 4" SAND BASE ROAD CURB PROPOSED TREE TREE PIT STRUCTURAL PLANTING MEDIUM, 2'-6" DEPTH SECTION PLAN STRUCTURAL PLANTING MEDIUM, 2'-6" DEPTH STRUCTURAL SOIL (ADD ALTERNATE SCALE: NTS 8 ---PAGE BREAK--- SCALE: NTS Client/Owner: Sheet Title: Sheet No: Job Number: Drawn By: Description: Date: Number: Revisions Date: City of Salem 120 Washington St. Salem, MA 01970 27 Congress Street, Salem, MA 01970 tel. [PHONE REDACTED] www.hatch.com Reviewed By: SALEM, MA SALEM WILLOWS PHASE 1 IMPRO9EMENTS BID DOCUMENTS Project: Stamp: H-358376 FEBRUARY 17, 2021 Designed By: CURB RAMP TYPE 2 PLAN - TYPE WITHIN SIDEWALK 6'-0" CURB BEYOND VARIES FROM 0" TO 6" HIGH PAVEMENT 4" CONC. WALK EJ AS REQUIRED SEE DETAIL BACK OF CURB 6'-0" 4'-0" RAMP MIN. SLOPE 1:12 SLOPE 1:12 SLOPE 1:12 4'-0" MIN' 4'-0" MIN. SECTION - TYPE WITHIN SIDEWALK TACTILE WARNING PLATE SEE DETAIL 1/L-10 8" GRAVEL BORROW NOTE: SIDE FLARES ONLY REQUIRED WHERE SHOWN ON PLAN SIDE FLARES ONLY WHERE REQUIRED BY PLAN SITE IMPROVEMENT DETAILS L-12 CROSSWALK STRIPING SCALE: NTS 6 CURB RAMP CL 1'-6" 10' 1'-6" CROSSWALK MARKING STOP LINE, MHD STD. CONTINENTAL PATTERN CROSSWALK, MHD STD. ADA PARKING WITH PAINT SYMBOLS AND STRIPING SCALE: NTS 7 LC POST L EQ C EQ POST 8'-0" VARIES 5' MIN OR SEE PLAN 8'-0" 4' 6' TO THE END PARKING SPACE 2'-0" TYP. SIGN POST & FOOTING, SEE DETAIL, THIS SHEET PAINTED PAVEMENT STRIPING, SEE SPEC SECTION 321723 BITUMINOUS CONCRETE POROUS PAVING 18' LC TRAFFIC SIGNAGE SCALE: NTS 1 38" HEX HEAD BOLT, NUT AND WASHER 38" DIA. HOLES 7'-0" (SEE NOTE 4) 6'-0" MIN. FROM EDGE OF SHOULDER OR BACK OF CURB 3'-0" MIN. 2 12"x2 12", 14 GA BASE POST NOTES: 1. SIGN AND BASE POSTS SHALL MEET MASSDOT M8.18.5 2. POSTS SHALL HAVE 716" DIAMETER HOLES SPACED 1" ON CENTER ALONG THE CENTER LINE OF EACH SIDE. 3. ALL SIGNS SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 4. HEIGHT FROM FINISHED GRADE TO BOTTOM OF ADA PARKING SIGNS SHALL BE 5'-0 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. SCALE: NTS CURB RAMP TYPE 3 BACK OF CURB 6'-0" 4'-0" MIN. SLOPE 1:12 SLOPE 1:12 SLOPE 2% MAX. TACTILE WARNING PLATE 2'-0" FOR DIRECTION OF SLOPE SCALE: NTS CURB RAMP TYPE 5 RAMP BOTTOM, SLOPE GRADE BREAK RAMP SLOPE 1:12 MAX FLUSH CURB TRANSITION CURB TACTILE WARNING PLATE RAMP SLOPE 1:12 MAX BACK OF CURB SCALE: NTS CURB RAMP TYPE 4 4'-0" RAMP MIN. RAMP SLOPE 1:12 MAX LANDING 4'-0" MIN. FLUSH CURB TRANSITION CURB 6'-0" 2'-0" SLOPE 2% MAX. TACTILE WARNING PLATE TRANSITION CURB (AS NECESSARY) IF RAMP BOTTOM IS GREATER THAN 5' FROM BACK OF CURB, DETECTABLE WARNING TILES TO BE PLACED AT BACK OF CURB ALONG FULL WIDTH AK, NH, AG JB DB ID NO. STOP SIGN ADA PARKING NO RIGHT TURN 4 SIZE DESCRIPTION SIGNAGE SCHEDULE VAN ACCESSIBLE PARKING 5 2 1 2 WIDTH HEIGHT QTY COLOR POST SIZE & NO. REQUIRED AREA (SQ.FT.) TOTAL AREA (SQ. FT.) TEXT SIZE (INCHES) MUTCD STANDARD R1-1 R3-1 30" W 30" H R7-8P 18" W 9" H 24" W 24" H PEDESTRIAN CROSSING 30" W 30" H W11-2 R7-8 12" W 18" H 2" POST 3 QTY. 2" POST 5 QTY. - 2" POST 1 QTY. 2" POST 6 QTY. 6.25 18.75 1.5 7.5 1.125 2.5 4 4 6.25 12.50 MUTCD STANDARD MUTCD STANDARD MUTCD STANDARD MUTCD STANDARD MUTCD STANDARD MUTCD STANDARD MUTCD STANDARD MUTCD STANDARD FLUORESCENT YELLOW-GREEN 7 MUTCD STANDARD PEDESTRIAN CROSSING 24" W 24" H W11-2 2" POST 7 QTY. 4 28 PICNIC SITE DIRECTIONAL ARROW FLUORESCENT YELLOW-GREEN MUTCD STANDARD BROWN RS-044 24" W 24" H M6-3 12" W 9" H DOWNWARD DIRECTIONAL ARROW 24" W 12" H W16-7Pr W16-7Pl FLUORESCENT YELLOW-GREEN 2 2 MUTCD STANDARD MUTCD STANDARD MUTCD STANDARD 2" POST 2 QTY. - ACCESSIBLE PLAQUE BLUE - 8" W 8" H 2 - - 4 8 0.75 1.5 2 14 0.43 0.87 7 - AHEAD W16-9P 24" W 12" H 2 - 2 4 MUTCD STANDARD FLUORESCENT YELLOW-GREEN 5"X4"X.040" BLACK ANODIZED ALUMINUM SIGN PANEL CITY OF SALEM SEAL TIMES NEW ROMAN FONT, 24pt 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. PLANT SIGNAGE SCALE: NTS 8 ---PAGE BREAK--- Client/Owner: Sheet Title: Sheet No: Job Number: Drawn By: Description: Date: Number: Revisions Date: City of Salem 120 Washington St. Salem, MA 01970 27 Congress Street, Salem, MA 01970 tel. [PHONE REDACTED] www.hatch.com Reviewed By: SALEM, MA SALEM WILLOWS PHASE 1 IMPRO9EMENTS BID DOCUMENTS Project: Stamp: H-358376 FEBRUARY 17, 2021 Designed By: GREEN INFRASTRUCTURE DETAILS L-13 SCALE: NTS BIORETENTION BASIN SCALE: NTS 1 VARIES SEE PLAN 1'-6" 3:1 6" KEY TRENCH, TYP. 2" BARK MULCH FINISH GRADE UNDISTURBED SUBGRADE HERBACEOUS PLUG PLANTING, SEE DETAIL 5 ON SHEET L-14 6" VARIES, SEE PLAN BIORETENTION SOIL 6 OZ. NON-WOVEN GEOTEXTILE FABRIC HIGH GROUND WATER SCALE: NTS SUBSURFACE INFILTRATION SYSTEM SCALE: NTS 2 UNPAVED 3/4" CRUSHED STONE BEDDING 12" 3/4" CRUSHED STONE BEDDING 12" FILTER FABRIC (SEE NOTE 2) SAND OR TYPE C GRAVEL BORROW COMPACTED, 2" MAX. STONE SIZE PAVING & SUBBASE AS SPECIFIED MINIMUM OF 2' OVERLAP FILTER FABRIC LANDSCAPING , SEE PLANS FOR FINAL GRADING AND PLANTING SEE TYPICAL PAVEMENT SECTION PAVED NOTES: 1. FOR TRENCHES GREATER THAN 5' DEEP ADD MAXIMUM 3' FOR TEMPORARY SUPPORT OF EXCAVATION. 2. FILTER FABRIC IS ONLY REQUIRED BELOW GROUND WATER IN SILT OR CLAY SOILS. SAND OR TYPE C GRAVEL BORROW COMPACTED, 2" MAX. STONE SIZE 12" 12" INSIDE DIA. TRENCH WIDTH & PAYMENT LIMIT SCALE: NTS TRENCH DETAIL FOR DRAIN PIPES SCALE: NTS 3 SECTION AT DURASLOPE CHANNEL EXISTING SOILS NEW FELT EXPANSION JOINT #3 OR #4 REBAR STAKE SUSPENSION METHOD. LENGTH OF STAKE WILL VARY WITH SLOPE OF DRAIN CAST IRON GRATE DS-231 DURASLOPE CLASS GRATE NOTES: 1. CATCH BASIN DS-340 WITH TRASH BUCKET DS-240 SHALL BE INSTALLED AT PIPE OUTLET LOCATIONS INDICATED ON PLAN. 2. PRE-SLOPED TRENCH DRAIN SHALL BE 0.7% WITH 2' CHANNEL SECTIONS (DS-112 TO DS-114) SLOPING TOWARDS CATCH BASINS. 3. CHANNELS TO BE INSTALLED WITH BLANK GRATE. GRATE TO BE PROTECTED FROM CONCRETE POUR. 4. SET TRENCH DRAIN IN CHANNEL SURROUNDED BY 6" OF CONCRETE OR THICKNESS OF THE CONCRETE SLAB WITH A MINIMUM OF 3,500 P.S.I. AVOID FULL LOAD TRAFFIC FOR 28 DAYS OR UNTIL CONCRETE HAS COMPLETELY HARDENED. 5. TRENCH DRAIN CONCRETE SHALL BE EXTENDED TO INCLUDE CONCRETE FOOTING BASE FOR TENNIS COURT BENCH. CONTRACTOR SHALL MARK BENCH LOCATIONS IN FIELD FOR APPROVAL BY OWNER'S REPRESENTATIVE PRIOR TO FORM WORK AND CONCRETE PLACEMENT. CONCRETE SHALL BE PLACED IN ONE CONTINUOUS POUR. SEE TENNIS COURT BENCH DETAIL 4, SHEET L-15. 6. DETAIL PROVIDED BY NDS, INC. TRENCH DRAIN SHALL BE DURA-SLOPE TRENCH DRAIN OR APPROVED EQUAL. TRENCH DEPTH VARIES WITH SLOPE OF DRAIN 6" 6" 6" MIN. 6" MIN. 6" MIN. #4 REBAR HORIZONTAL PLACE TOP & BTM. OF CONC. POUR 3" CLR @ BTM. (TYP) 6" COMPACTED GRAVEL BORROW COMPACTED SUBGRADE CAST-IN-PLACE CONCRETE SURROUND, EXTEND AS INDICATED (DETAIL 6, SHEET L-15) AT BENCH LOCATIONS. SEE DETAIL 6, SHEET L-15 FOR CONCRETE AT BENCH LOCATIONS SCALE: NTS TRENCH DRAIN SCALE: NTS 4 C LATERAL L A 4" SECTION A-A 12" MIN. CROSS SECTION FINISHED GRADE 11" 12" VARIES (12" MIN) (TYP) (TYP) 12" I.D. UNCOMPACTED SUBGRADE 12"Ø PERFORATED DUAL WALL CORRUGATED HDPE PIPE BOTTOM ELEV=12.33 18" MIN HIGH GROUND WATER NON-WOVEN GEOTEXTILE FABRIC 6" NO. 57 CLEAN DOUBLE-WASHED CRUSHED STONE 4" LOAD BEARING CONCRETE COLLAR FRAME AND COVER TO BE MARKED "DRAIN" UNCOMPACTED SUBGRADE A UNDISTURBED EARTH RISER CLEANOUT PLAN 10"Ø ACESS RISER TOP OF STONE ELEV=14.37 ROADWAY CURB INLET SECTION A-A' INLET PLAN DEPRESSED GUTTER 2" AT OPENING 6" GRAVEL A A' 6" 2'-0" 5'-6" B B' SECTION B-B' 1'-6" 8" CURB CURB 2'-0" 6" 2'-0" APRON ROADWAY 2'-6" 1'-6" 4-6" RIVER STONE DISSIPATOR SEEDED AREA METAL INLET 1:12 MAX 18" 4-6" RIVER STONE DISSIPATOR SEE PLAN FOR LENGTH 1'-6" NON-WOVEN GEOTEXTILE FABRIC BETWEEN STONE AND SOIL, TYP. 6" GRAVEL BENEATH RIVER STONE, TYP. SCALE: NTS BIORETENTION BASIN METAL INLET SCALE: NTS 5 NOTES: 1. HEADED CONCRETE ANCHORS SHALL MEET THE REQUIREMENTS OF ASTM A-108. 2. HSS CHANNEL SHALL MEET THE REQUIREMENTS OF ASTM A-500 GRADE B. 3. END PLATES SHALL MET THE REQUIREMENTS OF ASTM A-36. 4. ENTIRE ASSEMBLY SHALL BE HOT-DIP GALVANIZED IN ACCORDANCE WITH ASTM A-123. 5. SINGLE BEVEL GROOVE WELD. 6. ORIENTATION OF ANGLE MAY VARIES, SEE PLANS. HSS 6x2x1/8" 12"x 4" LONG HEADED CONCRETE ANCHOR (TYP. 4 PLACES) CENTER ON END PLATES 1'-6" GRIND SMOOTH (TYP. BOTH ENDS) SEE NOTE 5 1/8" 6" 1'-0" 1 12 " 12" DIA. WEEP HOLES (TYP.) 12" FRONT SIDE ANCHOR INTO ADJACENT CURB/EDGE TREATMENT BOTH SIDES MINIMUM 18" THICK END PLATE (TYP. 2 PLACES) 3" 12" SCALE: NTS BIORETENTION BASIN MODIFIED METAL INLET ASSEMBLY SCALE: NTS 6 HH, AK HH EA ---PAGE BREAK--- Client/Owner: Sheet Title: Sheet No: Job Number: Drawn By: Description: Date: Number: Revisions Date: City of Salem 120 Washington St. Salem, MA 01970 27 Congress Street, Salem, MA 01970 tel. [PHONE REDACTED] www.hatch.com Reviewed By: SALEM, MA SALEM WILLOWS PHASE 1 IMPRO9EMENTS BID DOCUMENTS Project: Stamp: H-358376 FEBRUARY 17, 2021 Designed By: 2 SHRUB PLANTING SCALE: NTS 12" MIN. PREPARED SUBGRADE, SEE SPECIFICATIONS SHRUB SHALL BEAR SAME RELATION TO FINISH GRADE AS TO NURSERY EXISTING GRADE. DO NOT COVER ROOT FLARE. PLANTING BED SOIL AS SPECIFIED 2" LEAF MULCH MAX. HOLD MULCH BACK FROM BASE OF SHRUB EXCAVATE EACH SHRUB INDIVIDUALLY TO REQUIRED DEPTH AND BACKFILL WITH PLANTING SOIL AS SPECIFIED. UNTIE ALL ROPES AND REMOVE ALL WIRE BASKETS OR CONTAINERS. ROLL JUTE BACK 1/3 FROM TOP OF BALL PRIOR TO BACKFILLING. FINISH GRADE 6" 12" SOIL (TYPE VARIES) 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 LEAF MULCH 2" DEPTH TAPER TO 0" DEPTH AT ROOT FLARE 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 BED SOIL (SEE SPECIFICATION SECTION 329300) PLANT TREE WITH EXPOSED ROOT FLARE 1" ABOVE GRADE AT CURB NOTES: 1. PIT SIZE IS EQUAL TO 3X THE SIZE OF THE ROOTBALL DIAMETER. 2. LOCATIONS SHALL BE FLAGGED IN THE FIELD BY OWNER'S REPRESENTATIVE PRIOR TO PLANTING. 12" SOIL (TYPE VARIES, SEE DETAIL 5/L-14 HORTICULTURAL SUBSOIL (AS REQUIRED, DEPTH VARIES) SCALE: NTS 1 TREE PLANTING UNDERSTORY TREES QTY. DECIDUOUS SHADE TREES SCIENTIFIC NAME COMMON NAME ID PLANT SCHEDULE - STRAIGHT NATIVE SPECIES ONLY SIZE QTY. SCIENTIFIC NAME COMMON NAME SYM. SIZE COMMENTS DECIDUOUS SHRUBS QTY. SCIENTIFIC NAME COMMON NAME SYM. SIZE COMMENTS COMMENTS EVERGREEN TREES QTY. SCIENTIFIC NAME COMMON NAME SYM. SIZE COMMENTS GROUNDCOVER, PERENNIALS AND GRASSES QTY. SCIENTIFIC NAME SYM. COMMON NAME SIZE COMMENTS BIOBASIN PLUG PLANTINGS QTY. SCIENTIFIC NAME SYM. COMMON NAME SIZE COMMENTS NATIVE COASTAL WOODLAND PLUG PLANTINGS QTY. SCIENTIFIC NAME SYM. COMMON NAME SIZE COMMENTS SCALE: NTS 8 PLANT SCHEDULE CL 2" MULCH 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' 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. 3. ANY SECTIONS OF SEED ESTABLISHMENT FENCE THAT BECOME DAMAGED SHALL BE REPLACED IMMEDIATELY. 4. RELOCATE FENCE AFTER LAWN ESTABLISHMENT (SEE SPECIFICATION SECTION 329200, LAWNS AND GRASSES). 4" MAX. WILDLIFE OPENING, TYP. 5'-0" SCALE: NTS 7 SCALE: NTS 6 SEED ESTABLISHMENT FENCE PLANTING DETAILS L-14 PREPARED SUBGRADE, SEE SPECIFICATIONS HERBACEOUS PLANT PLUGS BIOBASIN 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 GOOSE 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" BARK MULCH, TYP. EROSION CONTROL FABRIC (SEE DETAIL 7, SHEET L-14) 2" LEAF MULCH, TYP. SCALE: NTS 5 HERBACEOUS PLUG PLANTING SCALE: NTS 4 EXISTING TREE TREATMENT EROSION CONTROL FABRIC NOTES: 1. SEE SHEET L-6 FOR AREAS TO RECEIVE EROSION CONTROL FABRIC. 2. FOR SEED RECEIVING SEED MIX, REFER TO SPEC SECTION 329200, LAWNS AND GRASSES, FOR SPECIES COMPOSITION OF SEED MIX. 3. FOR AREAS RECEIVING HERBACEOUS PLANTINGS, REFER TO SPEC SECTION 329300, TREES, PLANTS AND GROUNDCOVERS FOR INSTALLATION TECHNIQUE AT FABRIC. 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. AK, NH, AG JB DB PERENNIAL / GROUNDCOVER PLANTING NOTE: 1. REFER TO PLANT SCHEDULE FOR SIZE AND SPACING. 2'-0" TYP. GROUNDCOVER OR PERENNIAL PLANT 2" LEAF MULCH FINISH GRADE PLANTING SOIL PREPARED SUBGRADE, SEE SPECIFICATIONS SCALE: NTS 3 ---PAGE BREAK--- Client/Owner: Sheet Title: Sheet No: Job Number: Drawn By: Description: Date: Number: Revisions Date: City of Salem 120 Washington St. Salem, MA 01970 27 Congress Street, Salem, MA 01970 tel. [PHONE REDACTED] www.hatch.com Reviewed By: SALEM, MA SALEM WILLOWS PHASE 1 IMPRO9EMENTS BID DOCUMENTS Project: Stamp: H-358376 FEBRUARY 17, 2021 Designed By: SCALE: NTS 1 TENNIS COURT AND PICKLEBALL COURT LAYOUT PLAN SCALE: NTS 2 HOT MIX ASPHALT TENNIS COURT PAVING SCALE: NTS 5 TENNIS NET POST FOOTING SCALE: NTS 4 NET CENTER STRAP ANCHOR TENNIS NET POST, TYP. 36' TYP 18' TYP 21' TYP 4'-6" TYP 13'-6" TYP THE ALLEY 4" CENTER MARK 4" BASE LINE THE ALLEY 4" BASE LINE 4" CENTER MARK 78' TYP NOTES: 1. ALL LINES AND DIMENSIONS ARE PARALLEL OR PERPENDICULAR TO THE LINES FROM WHICH THEY ARE MEASURED. 2. WHERE NEW PAVING OR EARTHWORK MEETS EXISTING PAVING OR EARTHWORK, GRADES SHALL SMOOTHLY BLEND. 3. ENTIRE AREA INSIDE BITUMINOUS SURFACE SHALL BE PAINTED IN TWO LIQUID-APPLIED CUSTOM COLORS AS INDICATED, WITH TWO COATS FOR EACH COLOR PAINT, AS SPECIFIED. 4. TENNIS MARK LINES SHALL BE WHITE PAINT, WHITE MARK LINES SHALL BE PAINTED OVER YELLOW MARK LINES. 5. ALL DIMENSIONS TO OUTSIDE EDGE OF LINES. 6. LINE WIDTH SHALL BE 2" OR 4" AS INDICATED. 7. CONTRACTOR SHALL LAYOUT LINE MARKINGS FOR ALL THREE TENNIS COURTS FOR REVIEW AND APPROVAL BY OWNER'S REPRESENTATIVE PRIOR TO PAINTING. COURTS SHALL BE CENTERED BETWEEN TENNIS NET POSTS. 8. ALL PREPARATION, PAINTING AND LINE WORK SHALL BE PERFORMED AS RECOMMENDED BY PAINT MANUFACTURER. 9. CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS AT NO COST TO OWNER. 3' TYP 3 L-15 ALL LINES SHALL BE WHITE, TYP. 120' MIN. 60' MIN. 39' TYP 2" TENNIS DOUBLES SIDELINE 2" TENNIS DOUBLES SIDELINE 2" TENNIS SINGLES SIDELINE 2" TENNIS SINGLES SIDELINE 2" TENNIS SERVICE LINE 2" TENNIS SERVICE LINE NET CENTER STRAP ANCHOR, TYP. 4 L-15 EQ. 7'-0" TYP. EQ. NOTES: 1. ALL LINES AND DIMENSIONS ARE PARALLEL OR PERPENDICULAR TO THE LINES FROM WHICH THEY ARE MEASURED UNLESS OTHERWISE NOTED. 2. ALL DIMENSIONS TO OUTSIDE EDGE OF LINES. 3. ALL PICKLEBALL MARK LINE WIDTHS SHALL BE 4. ALL PICKLEBALL MARK LINES SHALL BE YELLOW AS SPECIFIED. 5. CONTRACTOR SHALL LAYOUT LINE MARKINGS FOR ALL PICKLE BALL COURTS FOR REVIEW AND APPROVAL BY OWNER'S REPRESENTATIVE PRIOR TO PAINTING. COURTS SHALL BE CENTERED BETWEEN TENNIS NET POSTS. 6. ALL PREPARATION, PAINTING AND LINE WORK SHALL BE PERFORMED AS RECOMMENDED BY PAINT MANUFACTURER. ALL LINES SHALL BE YELLOW, TYP. 22'-0" TYP. 2" PICKLEBALL BASELINE 2" PICKLEBALL SIDELINE 2" PICKLEBALL CENTERLINE 2" PICKLEBALL NON-VOLLEY LINE 2" PICKLEBALL CENTERLINE 2" PICKLEBALL NON-VOLLEY LINE EQ. EQ. CL 2" PICKLEBALL BASELINE 10'-0" 10'-0" 20'-0" 15'-0" TYP. 21' MIN. TENNIS COURT LAYOUT PICKLEBALL COURT LAYOUT HOT MIX ASPHALT PAVING, TYP. 2 L-15 ACRYLIC PAINT: "DARK BLUE" INBOUND, TYPICAL, AS SPECIFIED ACRYLIC PAINT: "DARK GREEN" OUTBOUND, TYPICAL, AS SPECIFIED 2" CENTER SERVICE LINE 4'-0" 2'-0" SQUARE NET TIGHTENER, AS SPECIFIED 4000 PSI CONCRETE FOOTING COMPACTED SUBGRADE 1'-6" CONCRETE FOOTING TOP NET POST CONCRETE FOOTING BOTTOM NOTES: 1. SEE SPECIFICATION SECTION 116800, TENNIS COURT IMPROVEMENTS. 2. SET POSTS AS INDICATED ON DRAWINGS AND CENTERED ON EACH COURT. 3. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR APPROVAL. 3'-6" SAW CUT HOT MIX TENNIS COURT PAVING BETWEEN POST, ON CENTER, WITH CLEAN STRAIGHT LINES AS INDICATED ACRYLIC PAINT COLORS AND LINE MARKING, SEE SPECIFICATION SECTION 116801, TENNIS COURT SURFACING TENNIS POST, AS SPECIFIED; PROVIDE TWO POST PER COURT (6 TOTAL) TENNIS NET, AS SPECIFIED; PROVIDE ONE PER COURT (3 TOTAL) 1'-6" 3" 3" 3/4" X 36" LONG REBAR EQUALLY SPACED 3/4" X 18" LONG REBAR 6" ABOVE BOTTOM OF FOOTING 6" COMPACTED GRAVEL BORROW 1 L-15 HOT MIX ASPHALT TENNIS COURT PAVING, SEE SPECIFICATION SECTION 116801, TENNIS COURT SURFACING 2 L-15 1 L-15 1'-0" (SEE NOTE 4) COMPACTED GRAVEL BASE (RECLAIMED EXISTING ASPHALT SURFACE AND GRAVEL BASE. SUPPLEMENT AS REQUIRED TO MEET SPEC.) COMPACTED SUBGRADE HOT MIX BITUMINOUS CONCRETE, 3" BINDER COURSE NOTES: 1. SEE SHEET L-8 FOR LIMITS OF PAVING AND SAW CUTTING. 2. SEE DETAIL 1, SHEET L-15 FOR LINE STRIPING. 3. SEE SPECIFICATION SECTION 116801, TENNIS COURT SURFACING. 4. DEPTH OF COMPACTED GRAVEL BASE VARIES ABOVE SUBSURFACE INFILTRATION SYSTEM. REFER TO DETAIL 2 ON L-13. HOT MIX BITUMINOUS CONCRETE, 1" TOP COAT COMPACTED SUBGRADE 12" DIA. 1'-6" 4" 1'-3" 1'-0" CENTRAL STRAP ANCHOR (SEE SPECIFICATION SECTION 116800, TENNIS COURT IMPROVEMENTS) CAST-IN-PLACE CONCRETE FOOTING W/ CENTER STRAP ANCHOR. TOP OF CONCRETE FOOTING TO BE FLUSH W/ TOP OF COMPACTED GRAVEL 2 L-15 COMPACTED GRAVEL BORROW HOT MIX ASPHALT TENNIS COURT PAVING SCALE: NTS 6 BENCH AT TENNIS COURT STAINLESS STEEL ANCHOR BOLTS, CORE DRILL AND EPOXY IN CONCRETE BASE PER MANUFACTURER'S INSTRUCTIONS HOT MIX ASPHALT TENNIS COURT SURFACING 1'-0" TRENCH DRAIN AND CONCRETE FOOTING EXTEND TRENCH DRAIN CONCRETE POUR TO INCLUDE BENCH FOOTING FENCE POST AND FOOTING (BEYOND) 6" 6" 1'-0" 6" 3 L-15 NOTE: 1. SEE SHEET L-8 FOR BENCH LOCATIONS. BENCH LOCATIONS SHALL BE APPROVED IN FIELD BY OWNER'S REPRESENTATIVE PRIOR TO COMMENCING INSTALLATION. 6" 4 L-13 4" CONCRETE PERIMETER EDGE 4 L-15 MATCH TRENCH DRAIN CONCRETE DEPTH, TYP. 8'-0" LONG, POWDER COATED STEEL TENNIS COURT BENCH, TYP. WESTERN BENCHES (AT TRENCH DRAIN) EASTERN BENCHES (NEAR PARKING LOT) HOT MIX ASPHALT TENNIS COURT SURFACING 6" FENCE POST AND FOOTING (BEYOND) 4" 1'-0" 6" 3 L-15 8'-0" LONG, POWDER COATED STEEL TENNIS COURT BENCH, TYP. 8" 1'-6" CONCRETE FOOTING, TYP. 22" 1'-618" 22" 1'-618" COMPACTED ±10" TENNIS COURT DETAILS L-15 AK, NH, AG JB DB SCALE: NTS 3 CONCRETE PERIMETER EDGE CHAIN LINK FENCE (POST BEYOND) 1'-0" 6" CAST-IN-PLACE CONCRETE PERIMETER EDGE, TYP. HOT MIX ASPHALT TENNIS COURT SURFACING 12" MIN. COMPACTED GRAVEL BASE (RECLAIMED EXISTING ASPHALT SURFACE AND GRAVEL BASE. SUPPLEMENT AS REQUIRED TO MEET SPEC.) COMPACTED SUBGRADE 2 L-15 3 L-16 NOTES: 1. TENNIS COURT FENCE POST SHALL BE INSTALLED PRIOR TO PERIMETER EDGE CONCRETE PLACEMENT. 2. OWNER'S REPRESENTATIVE SHALL APPROVE PERIMETER EDGE LAYOUT IN FIELD PRIOR TO CONCRETE PLACEMENT. ---PAGE BREAK--- Client/Owner: Sheet Title: Sheet No: Job Number: Drawn By: Description: Date: Number: Revisions Date: City of Salem 120 Washington St. Salem, MA 01970 27 Congress Street, Salem, MA 01970 tel. [PHONE REDACTED] www.hatch.com Reviewed By: SALEM, MA SALEM WILLOWS PHASE 1 IMPRO9EMENTS BID DOCUMENTS Project: Stamp: H-358376 FEBRUARY 17, 2021 Designed By: SCALE: NTS 3 4' TO 10' CHAIN LINK FENCE TRANSITION 12'-0" 6'-0" 2'-6" 3'-6" 2'-6" 3'-6" 2'-6" 2'-6" 10'-0" FENCE PANEL DIRECTIONAL CHANGE FENCE PANEL DIRECTIONAL CHANGE LC LC LC LC CORNER, TERMINAL & PULL POSTS, SEE SPECIFICATIONS FOR SIZE FINISHED GRADE BOTTOM RAIL 1.66" O.D., TYP. BLACK VINYL-COATED STEEL PIPE BEVELED EDGE VINYL-COATED STEEL TENSION BANDS, 8" O.C., TYP. TENSION BAR AT FABRIC BREAKS VINYL-COATED STEEL FABRIC, 2" DIAMOND SIDE TO SIDE - SEE SPECIFICATIONS TOP RAILS 1.66" O.D., TYP. VINYL-COATED STEEL PIPE POST CAPS, TYPICAL; SET WITH SET SCREW CHAINLINK POST FOOTING VINYL-COATED STEEL TIES, 12" O.C. HORIZ. AND VERT., ON INSIDE OF FENCE & ARE NOT TO BE ACCESSIBLE FROM OUTSIDE GATE HINGE, SEE SPECIFICATIONS DROP LATCH, SEE SPECIFICATIONS NOTES: 1. ALL HARDWARE SHALL BE GALVANIZED AND VINYL COATED PER SPECIFICATION. 2. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR APPROVAL BY OWNER'S REPRESENTATIVE PRIOR TO PROCURING MATERIALS. 3. PROVIDE GATES FOR LOCATIONS AS SHOWN ON PLANS. 4. ALL GATE FOOTINGS SHALL BE MINIMUM 18" DIA. GATE FRAME, SEE SPECIFICATIONS 7'-0" HT. GATE - PLAN VIEW 7'-0" HT. GATE - SECTION VIEW 90° TYP. 135° TYP. CONCRETE PERIMETER EDGE 3 L-15 7'-0" SCALE: NTS 1 TENNIS COURT ACCESS GATE 10'-0" FENCE TRANSITION BOTTOM RAIL 1.66" O.D., TYP. BLACK VINYL-COATED STEEL PIPE TOP RAILS 1.66" O.D., TYP. VINYL-COATED STEEL PIPE VINYL-COATED STEEL FABRIC, 2" DIAMOND SIDE TO SIDE - SEE SPECIFICATIONS TENSION BAR AT FABRIC BREAKS VARIES - SEE SPECIFICATIONS MIDDLE RAIL REQUIRED, 1.66" O.D., TYP. BLACK VINYL-COATED STEEL PIPE BEVELED EDGE VINYL-COATED STEEL TENSION BANDS, 8" O.C., TYP. VINYL-COATED STEEL TIES, 12" O.C. HORIZ. AND VERT., ON INSIDE OF FENCE & ARE NOT TO BE ACCESSIBLE FROM OUTSIDE CORNER, TERMINAL & PULL POSTS, SEE SPECIFICATIONS FOR SIZE MESH FABRIC. SHALL HAVE SELVAGES KNUCKLED TOP & BOTTOM LINE POST, VINYL-COATED STEEL PIPE W/ TOP RAIL CONNECTOR, SEE SPECIFICATIONS FOR SIZE POST CAPS, TYPICAL; SET WITH SET SCREW FINISH GRADE CHAINLINK POST FOOTING NOTES: 1. SEE SPECIFICATION SECTION 116800, TENNIS COURT IMPROVEMENTS. 2. TOPS & BOTTOMS OF ALL FABRIC TO BE KNUCKLED DOWN. ALL FENCE FABRIC SHALL BE BLACK VINYL-COATED GALVANIZED STEEL AS SPECIFIED. 3. ALL HARDWARE SHALL BE GALVANIZED AND BLACK VINYL-COATED. 4. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF ALL FENCE COMPONENTS AND FENCE POST LAYOUT FOR APPROVAL BY OWNER'S REPRESENTATIVE PRIOR TO PROCURING MATERIALS. ANGLED TOP RAIL, REFER TO PLAN FOR LOCATION CONCRETE FOOTING, SEE SPECIFICATIONS 6" COMPACTED GRAVEL BORROW CONCRETE PERIMETER EDGE CL VARIES, 1'-6" Ø MIN. SEE SPECIFICATIONS 12" MIN. GRAVEL BASE (RECLAIMED EXISTING ASPHALT SURFACE AND GRAVEL BASE. SUPPLEMENT AS REQUIRED TO MEET SPEC.) 1'-0" 4'-0" MIN. 6" HOT MIX ASPHALT TENNIS COURT SURFACING 2 L-15 3 L-15 COMPACTED SUBGRADE FENCE POST, SEE SPECIFICATIONS FOR SIZE NOTES: 1. FENCE POST SHALL BE INSTALLED PRIOR TO CONCRETE PERIMETER EDGE. 2. OWNER'S REPRESENTATIVE SHALL APPROVE FENCE AND FENCE POST LOCATION SHOP DRAWINGS PRIOR TO MATERIAL PROCUREMENT AND INSTALLATION. SCALE: NTS 4 FENCE POST AT PERIMETER EDGE TENNIS COURT DETAILS L-16 AK, NH, AG JB DB SCALE: NTS 2 TENNIS COURT DOUBLE LEAF MAINTENANCE GATE 2" O.D BLACK VINYL COATED TOP RAIL CONNECTOR BAND, TYP. 1.66" O.D. BLACK VINYL COATED BOTTOM RAIL 2"x2" BLACK VINYL COATED CHAINLINK MESH FABRIC FINISH GRADE BEVELED EDGE VINYL COATED STEEL TENSION BANDS 4'-0" NOTES: 1. GATE LOCATION SHALL BE APPROVED IN FIELD BY OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. 2. GATE FOOTINGS SHALL BE 18" DIA. SEE FENCE FOOTING FOR DEPTH. 4" O.D. GATE POST & CAP GATE OFFSET HINGE, TYP. 2" O.D. BLACK VINYL COATED SUPPORT FRAME 5'-0" LOCKABLE LATCH 5' HT. GATE - ELEVATION ---PAGE BREAK--- DEMOLISH / REMOVE AND DISPOSE LEGEND SCALE: 1" = 20'-0" NORTH 20' 10' 0 20' Client/Owner: Sheet Title: Sheet No: Job Number: Drawn By: Description: Date: Number: Revisions Date: City of Salem 120 Washington St. Salem, MA 01970 27 Congress Street, Salem, MA 01970 tel. [PHONE REDACTED] www.hatch.com Reviewed By: SALEM, MA SALEM WILLOWS PHASE 1 IMPRO9EMENTS BID DOCUMENTS Project: Stamp: H-358376 FEBRUARY 17, 2021 Designed By: ELECTRICAL DEMOLITION PLAN E-1 NH, AK PA JB, DB NOTES: 1. REMOVE EXISTING LIGHTS FIXTURES ON POLES AS SHOWN ALONG WITH ASSOCIATED CONDUITS, CABLES AND SUPPORTS. 2. REMOVE EXISTING ELECTRIC METER AND ELECTRICAL PANEL, DISCONNECTS ALONG WITH ASSOCIATED CONDUITS AND CABLES. 3. EXISTING OVERHEAD CABLES ARE TO BE REMOVED, COILED AND RETURNED TO THE CITY OF SALEM. 4. ALL EXISTING LIGHT POLES ARE TO REMAIN AND BE PROTECTED DURING THE REMOVAL OF EXISTING FIXTURES, CABLE AND CONDUITS. 5. DURING REMOVAL OF EXISTING CABLES BETWEEN LIGHT POLES THERE MAY BE EXISTING DUCT BANKS. CONTRACTOR TO DEMOLISH THE DUCT BANKS IF THEY EXIST. SEE NOTE 3 EXISTING LIGHT FIXTURE ON POLE TO BE REMOVED EXISTING LIGHT FIXTURE ON POLE TO BE REMOVED EXISTING LIGHT FIXTURE ON POLE, METER AND EQUIPMENT TO BE REMOVED (SEE NOTE 2) EXISTING LIGHT FIXTURE ON POLE TO BE REMOVED ---PAGE BREAK--- ONLY EXISTING POLE EXISTING POLE EXISTING POLE (SEE NOTE 11) EXISTING POLE B E-2 A G E-2 CONCRETE ENCASEMENT, TYP. A EXISTING POLE D E-2 F E-2 C E-2 A E-2 E E-2 NEW ELECTRICAL HAND HOLE (21" X 14" X18") (SEE NOTE 10) 1 E-3 A A ELECTRICAL CABINET EQUIPMENT EXISTING POLE SEE SHEET E-3 FOR ELECTRICAL CABINET LEGEND LIMIT OF WORK CONDUIT LINE 4 SETS OF 2" CONDUITS CONCRETE ENCASEMENT 8 SETS OF 1" CONDUITS 2'-0" FINISH GRADE AGGREGATE TENNIS COURT FINISH GRADE 2 SETS OF 2" CONDUITS CONCRETE ENCASEMENT 4 SETS OF 1" CONDUITS 2'-0" AGGREGATE ROADWAY FINISH GRADE CONCRETE ENCASEMENT 2" CONDUIT SPARE 2" CONDUITS TO BE CAPPED 2'-0" AGGREGATE FINISH GRADE CONCRETE ENCASEMENT 8 SETS OF 1" CONDUITS 2'-0" AGGREGATE FINISH GRADE CONCRETE ENCASEMENT 6 SETS OF 1" CONDUITS 2'-0" AGGREGATE TENNIS COURT FINISH GRADE CONCRETE ENCASEMENT 4 SETS OF 1" CONDUITS 2'-0" AGGREGATE FINISH GRADE CONCRETE ENCASEMENT 2 SETS OF 1" CONDUITS 2'-0" AGGREGATE Client/Owner: Sheet Title: Sheet No: Job Number: Drawn By: Description: Date: Number: Revisions Date: City of Salem 120 Washington St. Salem, MA 01970 27 Congress Street, Salem, MA 01970 tel. [PHONE REDACTED] www.hatch.com Reviewed By: SALEM, MA SALEM WILLOWS PHASE 1 IMPRO9EMENTS BID DOCUMENTS Project: Stamp: H-358376 FEBRUARY 17, 2021 Designed By: ELECTRICAL PLAN 1 ELECTRICAL POWER AND LIGHTING PLAN E-2 SCALE: 1" = 12'-0" NH, AK PA JB, DB ELECTRICAL NOTES 1. THIS DRAWING SHOWS THE NEW CONDUITS ROUTING FROM THE ELECTRICAL PANEL TO FEED THE NEW POLE MOUNTED LIGHT FIXTURES AND UNDERGROUND ROUTINGS OF CABLES. 2. 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. 3. 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. 4. THE CONTRACTOR SHALL BE RESPONSIBLE TO INSTALL PULL STATIONS IF IT IS DEEMED NECESSARY IN ACCORDANCE TO NEC CODE. 5. ALL OUTDOOR ENCLOSURES SHALL BE RATED NEMA 4X S.S UNLESS SPECIFIED OTHERWISE ON DRAWING. 6. SUPPLY AND INSTALL 2#12 & 1#12 GND FOR LIGHTING FIXTURES. 7. ALL SPARE CONDUITS TO BE CAPPED. 8. ALL NEW LIGHT FIXTURES IN TENNIS COURT SHALL BE INSTALLED WITH GUIDANCE FROM THE LIGHT FIXTURES SUPPLIER. 9. THE CONTRACTOR SHALL INSTALL A 1/C #2 BARE COPPER STRANDED GROUND CABLE IN ALL DUCTBANKS FOR GROUNDING. 10.CONTRACTOR TO PROVIDE A PRECAST POLYMER CONCRETE PULLBOX WITH COVER. THE APPROXIMATE DIMENSIONS ARE SHOWN OF HANDHOLE IS SHOWN. THE ENCLOSURE AND COVER SHALL BE RATED MINIMUM ANSI TIER 8. 11.DURING THE REMOVAL OF THE OVERHEAD CABLES FEEDING THE FLOODLIGHTS, CONTRACTOR TO VERIFY THE WATTAGE OF THE FLOOD LIGHTS. CONTRACTOR TO PULL NEW CABLES AND FEED FOR THE FLOOD LIGHTS ON THE POLE FROM THE NEW DISTRIBUTION PANEL BOARD. SECTION A NORTH SECTION B NTS SECTION C NTS NTS SECTION D SECTION E NTS SECTION F NTS SECTION G NTS NTS ADD ALTERNATE #1 NOTES 1. ADD ALTERNATE #1 INCLUDES THE PROCUREMENT AND INSTALLATION OF NEW TENNIS COURT LIGHTS INCLUDING NEW CONTROL PANEL AS SPECIFIED. THE REMOVAL OF EXISTING TENNIS COURT LIGHTS AND DELIVERY TO CITY OF SALEM IS ALSO INCLUDED WITHIN THE ALTERNATE 2. ALL ELECTRICAL WORK EXCLUDING NOTE 1 ABOVE IS INCLUDED IN THE BASE BID. THIS INCLUDES ALL DEMO AND ENCASED CONDUIT WORK SHOWN ON THE PLANS. 3. ALL NEW CONDUITS TO EXISTING LIGHT POLES FACING THE TENNIS COURT ARE TO BE STUBBED UP AND CAPPED AT LEAST 2'-0" ABOVE GRADE CLOSE TO THE FOOT OF EXISTING LIGHT POLES...IF ADD ALTERNATE #1 IS NOT ACCEPTED. ---PAGE BREAK--- CONCRETE SLAB 12-GAUGE TYPE 304 STAINLESS STEEL BONDING JUMPER (TYPICAL) (METAL RACEWAY TO GROUNDING CONDUCTOR) NEW 120/240V DISTRIBUTION PANEL BOARD MECHANICAL (BOLTED) CONNECTION (CABLE TO FLAT BAR CONNECTOR) GROUND CABLE TO NEW GROUND ROD CONTROL AND MONITORING CABINET ELECTRIC METER TO BE BOLTED TO CONCRETE SLAB 1 L-10 Client/Owner: Sheet Title: Sheet No: Job Number: Drawn By: Description: Date: Number: Revisions Date: City of Salem 120 Washington St. Salem, MA 01970 27 Congress Street, Salem, MA 01970 tel. [PHONE REDACTED] www.hatch.com Reviewed By: SALEM, MA SALEM WILLOWS PHASE 1 IMPROVEMENTS BID DOCUMENTS Project: Stamp: H-358376 FEBRUARY 17, 2021 Designed By: ELECTRICAL DETAILS E-3 NH, AK PA JB, DB ELECTRICAL EQUIPMENT CABINET FRONT VIEW (NTS) EXISTING UTILITY POWER EXISTING 25KVA XFMR ON UTILITY POLE 1PH 120/240V 2P-100A MAIN BKR. 120/240V-1PH DISTRIBUTION PANEL DP1 (18 CKTS.) 2#2 AWG. W/GND.-11 2"C. WATTS WATTS DESCRIPTION DESCRIPTION POLE POLE TOTAL SUB TOTAL SUB TOTAL 0A 0B 0A 0B DISTRIBUTION PANEL-DP1 PH PH PH PH NOTES: 1 3 2 4 2 1 1 1 1 1 17 15 13 11 9 7 6 8 10 14 16 18 1 1 1 1 1 GFCI-DENOTES GROUND FAULT CIRCUIT INTERRUPTER TYPE BRANCH CIRCUIT BREAKER ALL BRANCH CIRCUIT BREAKERS SHALL BE RATED 20AMP. UNLESS OTHERWISE NOTED. * * * * * * * * * * * * * 2 5 12 CKT NO POLE 1 LIGHTS CONTACTOR 1. 2. CKT NO PANELBOARD SCHEDULE 120/240 VOLT/1 PHASE/3 WIRE/MAIN BREAKER 100A/MAIN BUS SPARE SPARE ELECTRICAL CABINET LIGHT SPARE METER SOCKET (BY ELECTRICAL) & DEMAND METER BY UTILITY U/G CABLES 2#2/0 XHHW, W GND.-2"C POLE 3 LIGHTS CONTACTOR POLE 2 LIGHTS CONTACTOR POLE 4 LIGHTS CONTACTOR * * * * * CONTACTOR CABINET SPARE SPARE SPARE SPARE SPARE SALEM WILLOWS PARK ONE LINE DIAGRAM 2 2 BILL OF MATERIALS AND LIGHTING FIXTURE SCHEDULE TYPE QTY. DESCRIPTION A 8 MUSCO LIGHTING CAT #TC-LED-900-5000 7E CRI OR APPROVED EQUAL 1 METER SOCKET - COOPER B-LINE U121314 OR APPROVED EQUAL 1 ELECTRICAL CABINET - HOFFMAN - A74H60H6018SSLP3PT FLOOR STAND CABINET OR APPROVED EQUAL CONDUIT AND CABLE SCHEDULE DESTINATION TO DISTRIBUTION PANEL BOARD 2#1/0 & 1/0 GND -2"C 2#2, & 1#2 GND.-11 2"C 1 A 2 3 B C 2#12, & 1#2 GND.-1"C TO METER TO CONTROL AND MONITORING CABINET 1 PANEL BOARD - SCHNEIDER ELECTRIC NQ18L1C BOARD, MH38WP ENCLOSURE TYPE 3R, LUGS AND HDL36100 MAIN BREAKER WITH NQMB2HJ MAIN BREAKER KIT OR APPROVED EQUAL LIGHTING WIRING DIAGRAM 2#12 & 1#12 GND PER CIRCUIT 2#12 & 1#12 GND PER LIGHT POLE PANEL BOARD CONTROL AND MONITORING CABINET CONTROL-LINK - CONTROL AND MONITORING SYSTEM 1