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TITLE REVISIONS DATE G1.0 EXISTING CONDITIONS PLAN G1.1 PREVIOUS INVESTIGATIONS PLAN R1.1 EXCAVATION PLAN R1.2 CONSOLIDATION PLAN L1.1 REMEDIATION SITE PREP PLAN L1.2 PARK IMPROVEMENTS SITE PREP PLAN L2.1 LANDSCAPE MATERIALS PLAN L3.1 LANDSCAPE GRADING AND LAYOUT PLAN L4.1 LANDSCAPE PLANTING PLAN L5.1 LANDSCAPE DETAILS L5.2 LANDSCAPE DETAILS L5.3 LANDSCAPE DETAILS C1.1 CIVIL DETAILS C1.2 CIVIL DETAILS C1.3 CIVIL DETAILS CLEANUP AND PARK REDEVELOPMENT PROJECT MANSELL FIELD, SALEM, MA PROJECT LOCATION BID SET AUGUST 7, 2024 Boston, Massachusetts 02111 [PHONE REDACTED] LANDSCAPE ARCHITECT Halvorson I Tighe & Bond Studio 25 Kingston St, 5th Floor CIVIL ENGINEER PROJECT TEAM Plotted On:Aug 12, 2024-4:11pm By: LButts Last Saved:8/12/2024 Halvorson I Tighe&Bond Studio: J:\S\S1758 City of Salem, MA\Gallows Hill Park_due diligence\Design Phase\CAD\Sheets\CoverSheet.dwg SHEET INDEX # Tighe & Bond Westwood, Massachusetts 02090 1 University Ave, #100 [PHONE REDACTED] PROJECT SITE N SALEM, MA ENVIRONMENTAL ENGINEER Tighe & Bond Westwood, Massachusetts 02090 1 University Ave, #100 [PHONE REDACTED] ---PAGE BREAK--- REVISIONS JULY 23, 2024 City of Salem 93 Washington Street, SALEM, MA 01970 CHECKED BY: DRAWN BY: PROJECT NO: SCALE: BID SET CLEANUP AND PARK REDEVELOPMENT PROJECT MANSELL FIELD SALEM, MA 25 KINGSTON ST, BOSTON MA 02111-2200 [PHONE] [PHONE REDACTED] WWW.HALVORSONDESIGN.COM 0' 10' 20' 40' 80' G1.0 EXISTING CONDITIONS PLAN 20'- 0" IL LB EXISTING CONDITIONS PLAN NOTES: 1. THIS PLAN WAS PREPARED FROM AN ACTUAL ON THE GROUND FIELD SURVEY CONDUCTED BY WSP IN NOVEMBER OF 2020 AND RECENTLY UPDATED IN DECEMBER OF 2023. AUGUST 7, 2024 ---PAGE BREAK--- PREVIOUS INVESTIGATIONS PLAN XX XX XX XXXX.XX REVISIONS JULY 23, 2024 City of Salem 93 Washington Street, SALEM, MA 01970 CHECKED BY: DRAWN BY: PROJECT NO: SCALE: BID SET CLEANUP AND PARK REDEVELOPMENT PROJECT MANSELL FIELD SALEM, MA 25 KINGSTON ST, BOSTON MA 02111-2200 [PHONE] [PHONE REDACTED] WWW.HALVORSONDESIGN.COM SEE DETAILS ON SHEETS C1.1 AND C1.2. CONTRACTOR SHALL VERIFY PIPE MATERIAL AND SIZE G1.1 XX XX XX XXXX.XX 0' 10' 20' 40' 80' AUGUST 7, 2024 ---PAGE BREAK--- EXCAVATE (FOR DISPOSAL) AREA NO.1 EXCAVATE (FOR DISPOSAL) AREA NO.2 EXCAVATE (FOR CONSOLIDATION) AREA NO.1 EXCAVATE (FOR CONSOLIDATION) AREA NO.2 EXCAVATE (FOR CONSOLIDATION) AREA NO.3 EXCAVATE (FOR CONSOLIDATION) AREA NO.4 EXCAVATE AREA NO.5 APPROXIMATE LIMIT OF PRIOR EPA CLEAN UP APPROXIMATE LIMIT OF PROPOSED NEW FIELD ABANDONED CLAY PIPE DRAIN LINE TO BE DEMOLISHED OR REMOVED AS NEEDED DURING EXCAVATION. LIMITS OF WORK BOUNDARY (EXCLUDING HYDRANT REPLACEMENT WORK NEAR CORNER OF MANSELL PARKWAY AND LOONEY AVENUE, DEPICTED ON SHEET G1.1) APPROXIMATE LOCATION OF ABANDONED STEEL WATER UNDERGROUND STORAGE TANK (APPROX. 2,000 GALLON SIZE) ENCOUNTERED DURING PREVIOUS INVESTIGATIONS - TO BE REMOVED DURING EXCAVATION WORK REVISIONS JULY 23, 2024 City of Salem 93 Washington Street, SALEM, MA 01970 CHECKED BY: DRAWN BY: PROJECT NO: SCALE: BID SET CLEANUP AND PARK REDEVELOPMENT PROJECT MANSELL FIELD SALEM, MA 25 KINGSTON ST, BOSTON MA 02111-2200 [PHONE] [PHONE REDACTED] WWW.HALVORSONDESIGN.COM 0' 10' 20' 40' 80' EXCAVATION PLAN 20'- 0" IL LB LEGEND APPROXIMATE LIMIT OF PROPOSED NEW FIELD EXCAVATE 2 TO 3 FEET (AVERAGE 2.5 FEET OF SOIL) BELOW GRADE SOIL WITH ARSENC >600 PPM FOR OFF-SITE DISPOSAL (TO BE CONDUCTED BEFORE SOIL CONSOLIDATION OCCURS) EXCAVATE 1 TO 2 FEET BELOW GRADE (AVERAGE 1.5 FEET) SOIL WITH ARSENIC >20 PPM AND <600 PPM FOR CONSOLIDATION ON SITE IN DESIGNATED AREAS DEPICTED ON SHEET R1.2, WITH MINIMUM OF 2'-0" CLEAN CAP. EXCAVATE 2 TO 3 FEET BELOW GRADE (AVERAGE 2.5 FEET) SOIL WITH ARSENIC >20 PPM AND <600 PPM FOR CONSOLIDATION ON SITE IN DESIGNATED AREAS DEPICTED ON SHEET R1.2, WITH MINIMUM OF 2'-0" CLEAN CAP. APPROXIMATE LIMIT OF PRIOR EPA CLEAN UP EXCAVATE/REGRADE, AS NEEDED, FOR CONSOLIDATION IN THE DISPOSAL AREA NO. 2 WITHIN THE LIMIT OF THE PROPOSED FIELD TO ALLOW FOR MINIMUM OF 2 FOOT CAP R1.1 20'- 0" IL LB EXCAVATION PLAN Contaminated Soil Areas (to be excavated for disposal) Area ID Approximate Area Excavation Depths Estimated Volume (cubic yards) Disposal Area No. 1 2920 2-3 feet [PHONE REDACTED] Disposal Area No. 2 10752 2-3 feet [PHONE REDACTED] Approx Total Disposal (2.5' Excavation) : 1,266 Contaminated Soil Areas (to be consolidated on site) Area ID Approximate Area Excavation Depths Estimated Volume (cubic yards) Excavate Area No. 1 1797 square feet 1-2 feet 133 Excavate Area No. 2 7159 square feet 1-2 feet 530 Excavate Area No. 3 9398 square feet 1-2 feet 696 Excavate Area No. 4 762 square feet 2-3 feet 85 Excavate Area No. 5 493 square feet 2-3 feet 55 AUGUST 7, 2024 ---PAGE BREAK--- CLEAN UTILITY CORRIDOR - NO CONSOLIDATION TO BE LOCATED IN THIS AREA AREA FOR CONSOLIDATION. REFER TO GRADING PLAN FOR FINISH GRADE. CONSOLIDATED FILL QUANTITY AND CAP DEPTH OF PERVIOUS SURFACES SHALL NOT EXCEED INDICATED FINISH GRADE. AREA FOR CONSOLIDATION. REFER TO GRADING PLAN FOR FINISH GRADE. CONSOLIDATED FILL QUANTITY AND CAP DEPTH OF PERVIOUS SURFACES SHALL NOT EXCEED INDICATED FINISH GRADE. APPROXIMATE LIMIT OF PROPOSED NEW FIELD APPROXIMATE LIMIT OF PRIOR EPA CLEAN UP REVISIONS JULY 23, 2024 City of Salem 93 Washington Street, SALEM, MA 01970 CHECKED BY: DRAWN BY: PROJECT NO: SCALE: BID SET CLEANUP AND PARK REDEVELOPMENT PROJECT MANSELL FIELD SALEM, MA 25 KINGSTON ST, BOSTON MA 02111-2200 [PHONE] [PHONE REDACTED] WWW.HALVORSONDESIGN.COM 0' 10' 20' 40' 80' R1.2 CONSOLIDATION PLAN 20'- 0" IL LB LEGEND APPROXIMATE LIMIT OF PROPOSED NEW FIELD CONTAMINATED SOIL CONSOLIDATION AREA WITH ARSENIC >20 PPM AND <600 PPM TO BE COVERED WITH WARNING BARRIER AND A MINIMUM OF 2 FEET CLEAN SOIL OR IMPERVIOUS SURFACE (BASKETBALL COURT) 20' CLEAN UTILITY CORRIDOR ALONG 36 INCH RCP - NO CONTAMINATED SOIL IN THIS AREA APPROXIMATE LIMIT OF PRIOR EPA CLEAN UP AUGUST 7, 2024 ---PAGE BREAK--- R&S BASKETBALL OUTFITS. BASKETBALL OUTFITS TO BE STORED AND REINSTALLED EXISTING WOOD POSTS TO BE REMOVED, SALVAGED AND STOCKPILED FOR CITY REUSE PROTECT EXISTING TREE TO REMAIN EXISTING ALUMINUM FENCE TO REMAIN ASPHALT PAVING TO BE REMOVED LIMIT OF REMEDIATION WORK EXISTING CONSTRUCTION FENCE TO REMAIN EXISTING TREE TO BE REMOVED, TYP TREE PROTECTION, TYP EXISTING CONSTRUCTION FENCE TO REMAIN EXISTING CONSTRUCTION FENCE TO REMAIN EXISTING LIGHT POLE TO REMAIN GRAVEL PAD TO REMAIN DURING REMEDIATION NEW CONSTRUCTION FENCE REVISIONS JULY 23, 2024 City of Salem 93 Washington Street, SALEM, MA 01970 CHECKED BY: DRAWN BY: PROJECT NO: SCALE: BID SET CLEANUP AND PARK REDEVELOPMENT PROJECT MANSELL FIELD SALEM, MA 25 KINGSTON ST, BOSTON MA 02111-2200 [PHONE] [PHONE REDACTED] WWW.HALVORSONDESIGN.COM 0' 10' 20' 40' 80' L1.1 REMEDIATION SITE PREP PLAN 20'- 0" IL LB SITE PREPARATION & DEMOLITION NOTES: 1. THIS PLAN WAS PREPARED FROM AN ACTUAL ON THE GROUND FIELD SURVEY CONDUCTED BY WSP IN NOVEMBER OF 2020 AND RECENTLY UPDATED IN DECEMBER OF 2023. 2. EXISTING CONSTRUCTION FENCE (PROVIDED BY CITY) TO REMAIN DURING PROJECT; ADJUST AS NEEDED DURING NEW FENCE INSTALLATION. 3. ALL UTILITIES TO REMAIN AND BE PROTECTED UNLESS OTHERWISE NOTED. CONFIRM WITH CIVIL ENGINEER. VERIFY ALL UTILITY LOCATIONS PRIOR TO EXCAVATION. REPORT DISCREPANCIES OR CONFLICTS IN WRITING TO THE OWNER'S REPRESENTATIVE AND RECEIVE INSTRUCTIONS PRIOR TO PROCEEDING. 4. ITEMS TO BE SALVAGED AND REINSTALLED ARE TO BE HANDLED WITH CARE. RETURN TO OWNER FOR FUTURE INSTALLATION. 5. CARE SHALL BE TAKEN NOT TO DAMAGE ITEMS DESIGNATED TO REMAIN OR DESIGNATED TO BE SALVAGED; REPAIR OR REPLACEMENT OF DAMAGED ITEMS THEREBY DESIGNATED SHALL BE AT THE CONTRACTOR'S EXPENSE. LEGEND DEMOLISH AND REMOVE EXISTING ASPHALT PAVING GRAVEL PAD TO REMAIN DURING REMEDIATION REMOVE & DISPOSE EXISTING CHAIN LINK FENCE PARK IMPROVEMENTS LIMIT OF WORK EXISTING TREE TO REMAIN AND RECEIVE TREE PROTECTION FENCING EXISTING TREE TO BE REMOVED (INCLUDING STUMP AND ROOTS) EXISTING WOODEN POST TO BE REMOVED REMEDIATION LIMIT OF WORK AUGUST 7, 2024 ---PAGE BREAK--- EXISTING SIDEWALK TO REMAIN EXISTING SIDEWALK TO REMAIN GRAVEL TO BE REMOVED ASPHALT PAVING AND BASE MATERIALS TO BE REMOVED, TYP EXISTING CHAIN LINK FENCE TO BE REMOVED EXISTING GRANITE BLOCK RETAINING WALL TO REMAIN EXISTING SIDEWALK AND PATHWAY TO REMAIN PORTION OF GRANITE BLOCK SEAT WALL TO BE REMOVED AND RESET PLAYGROUND SURFACING, BASE MATERIALS, AND STRUCTURES TO BE REMOVED AND DISPOSED EXISTING ALUMINUM FENCE TO REMAIN RELOCATE EXISTING CONSTRUCTION FENCE CONSTRUCTION GATE FOR SITE ACCESS EXISTING CONSTRUCTION FENCE TO REMAIN EXISTING CONSTRUCTION FENCE TO REMAIN TREE PROTECTION TO REMAIN IN PLACE TREE PROTECTION TO REMAIN IN PLACE, TYP EXISTING CHAIN LINK FENCE TO BE REMOVED TREE PROTECTION TO REMAIN IN PLACE, TYP REMOVE AND REPLACE FIRE HYDRANT, SEE CIVIL DETAILS PORTION OF GRANITE BLOCK SEAT WALL TO BE REMOVED AND RESET ASPHALT PAVING AND BASE MATERIALS TO BE REMOVED, TYP PORTION OF GRANITE BLOCK SEAT WALL TO BE REMOVED AND RESET REVISIONS AUGUST 7, 2024 City of Salem 93 Washington Street, SALEM, MA 01970 CHECKED BY: DRAWN BY: PROJECT NO: SCALE: BID SET CLEANUP AND PARK REDEVELOPMENT PROJECT MANSELL FIELD SALEM, MA 25 KINGSTON ST, BOSTON MA 02111-2200 [PHONE] [PHONE REDACTED] WWW.HALVORSONDESIGN.COM 0' 10' 20' 40' 80' L1.2 PARK IMPROVEMENTS SITE PREP PLAN 20'- 0" IL LB LEGEND SITE PREPARATION & DEMOLITION NOTES: 1. THIS PLAN WAS PREPARED FROM AN ACTUAL ON THE GROUND FIELD SURVEY CONDUCTED BY WSP IN NOVEMBER OF 2020 AND RECENTLY UPDATED IN DECEMBER OF 2023. 2. EXISTING CONSTRUCTION FENCING TO REMAIN IN PLACE. SEGMENTS OF EXISTING FENCE TO BE RELOCATED. REFER TO PLAN FOR LOCATION. 3. ALL UTILITIES TO REMAIN AND BE PROTECTED UNLESS OTHERWISE NOTED. CONFIRM WITH CIVIL ENGINEER. VERIFY ALL UTILITY LOCATIONS PRIOR TO EXCAVATION. REPORT DISCREPANCIES OR CONFLICTS IN WRITING TO THE OWNER'S REPRESENTATIVE AND RECEIVE INSTRUCTIONS PRIOR TO PROCEEDING. 4. ITEMS TO BE SALVAGED AND REINSTALLED ARE TO BE HANDLED WITH CARE. RETURN TO OWNER FOR FUTURE INSTALLATION. 5. EVERY EXCAVATION IN A SIDEWALK, STREET, OR CITY PROPERTY, INCLUDING RIGHTS-OF-WAY AND EASEMENTS REQUIRE A "STREET OPENING PERMIT." THIS INCLUDES, BUT IS NOT LIMITED TO, EXCAVATION FOR CONNECTIONS TO WATER, SEWER, DRAIN, GAS, ELECTRIC AND TELECOMMUNICATIONS CONDUITS, AND INCLUDES PAVING OR SURFACE CONSTRUCTIONS OR RECONSTRUCTION FOR SIDEWALKS OR DRIVEWAY APRONS. STREET OPENING PERMITS ARE ONLY ISSUED TO THE CITY OF SALEM LICENSED DRAIN LAYERS. PLAYGROUND SURFACING TO BE REMOVED GRAVEL TO BE REMOVED REMOVE & STACK EXISTING GRANITE BLOCK; BLOCKS TO BE RESET OR RELOCATED DEMOLISH AND REMOVE EXISTING ASPHALT PAVING RELOCATE EXISTING CONSTRUCTION FENCE PARK IMPROVEMENTS LIMIT OF WORK ---PAGE BREAK--- (41') (40') SD SD L =82 . 6 27 , R = 99 . 4 2 5 L= 8 2 . 6 2 7 , R = 9 9 . 4 2 5 L= 8 2 . 62 7 , R = 9 9 . 42 5 L= 8 2 . 62 7 , R = 9 9 . 42 5 L= 8 2 . 62 7 , R = 9 9 . 42 5 L= 8 2 . 62 7 , R = 9 9 . 42 5 L = 8 2 . 62 7, R =99 . 4 2 5 L = 8 2 . 62 7, R =99 . 4 2 5 L= 82 .62 7 , R =9 9. 42 5 D F3 TYP OF 2 A2 F2 P1A A3 A1A A1B APPROXIMATE LIMIT OF PROPOSED NEW FIELD W1 F4 F4 EXISTING METAL FENCE F1 A1B P1B P1B P3 A4 A3 F5A A1A W1 W2 A1B A1A F5C F5B F5E F5D P4 P4 P4 P4 D1 D1 NEW FIRE HYDRANT D2 D2 F2 F2 NEW CONCRETE SIDEWALK IF THE EXISTING PAVEMENT IS DAMAGED DURING CONSTRUCTION REMOVABLE 3/8" POWDER COATED BLACK STAINLESS STEEL CHAIN FOR VEHICULAR CONTROL CONNECTING TO PAD EYES WITH HEAVY DUTY LOOP MOUNTED TO THE WOOD POST. W1 REVISIONS JULY 23, 2024 City of Salem 93 Washington Street, SALEM, MA 01970 CHECKED BY: DRAWN BY: PROJECT NO: SCALE: BID SET CLEANUP AND PARK REDEVELOPMENT PROJECT MANSELL FIELD SALEM, MA 25 KINGSTON ST, BOSTON MA 02111-2200 [PHONE] [PHONE REDACTED] WWW.HALVORSONDESIGN.COM L2.1 LANDSCAPE MATERIAL PLAN 20'- 0" IL LB 0' 10' 20' 40' 80' CONCRETE PAVING - PEDESTRIAN. BROOM FINISH MATERIALS LEGEND A2 BENCH BITUMINOUS CONCRETE PAVING WITH COLORSEAL SURFACING - REFER TO SPEC SALVAGED BASKETBALL OUTFITS SYMBOL DETAIL DESCRIPTION A3 F1 F2 SITE FURNITURE PLANTING P1A SEEDED HIGH USE LAWN - PLAYFIELD P3 TREE PLANTING P2 DRAINAGE AND UTILITIES D1 CATCH BASIN - REFER TO CIVIL DRAWINGS A1A POURED-IN-PLACE PLAYGROUND SURFACING (BASE BID), ENGINEERED WOOD FIBER (DEDUCT CHAIN LINK FENCE - 6' HEIGHT F3 F4 PLAY EQUIPMENT 1 - FURNISHED BY CITY, INSTALLED BY CONTRACTOR. TOP RAIL 7'-9" H BIORETENTION F5A WOOD GUARDRAIL W1 WALLS AND CURBS RESET GRANITE BLOCK 1 L5.1 3,4 L5.1 7 L5.1 1 L5.2 5 L5.2 8 L5.1 5 L5.1 2 L5.3 1 L5.3 6 L5.3 A4 ADA TACTILE WARNING PLATE 3 L5.2 P1B SEEDED LAWN 3 L5.3 2 L5.2 CONCRETE PAVING WITH MARKER BARRIER - PEDESTRIAN. BROOM FINISH A1B 2 L5.1 W2 GRANITE BLOCK LOW RETAINING WALL 6 L5.1 PLAY EQUIPMENT 2 - FURNISHED BY CITY, INSTALLED BY CONTRACTOR F5B 2 L5.2 PLAY EQUIPMENT 3 - FURNISHED BY CITY, INSTALLED BY CONTRACTOR F5C 2 L5.2 PLAY EQUIPMENT 4 - FURNISHED BY CITY, INSTALLED BY CONTRACTOR. F5D 2 L5.2 PLAY EQUIPMENT 5 - FURNISHED BY CITY, INSTALLED BY CONTRACTOR. F5E 2 L5.2 P4 EXISTING TREE TO REMAIN D2 UTILITY LINE - REFER TO CIVIL DRAWINGS APPROXIMATE LIMIT OF PROPOSED NEW FIELD PROPOSED CONTOUR - REFER TO GRADING PLAN PARK IMPROVEMENTS LIMIT OF WORK PROPOSED CHAINLINK FENCE PROPOSED WOOD GUARDRAIL AUGUST 7, 2024 ---PAGE BREAK--- 109'-0" 148'-6" 5'-0" 11'-0" 5'-0" 132'-0" 5'-0" TYP 5'-0" TYP 31'-6" MIN. 5'-0" 5'-0" 10'-0" 5'-0" 38' 33' 37' 41' 42' 39' 40' 41' 40' 34' 35' 36' 39' 42' 40' 39' 38' 39' 43' 39.00 MATCH EXISTING 35' 37.27 37' 1.8% 1.8% 36.9 38.64 38.01 37.97 37.93 37.90 37.63 37.58 37.46 37.43 39.08 38.85 38.63 MATCH EXISTING MATCH EXISTING 38.80 38.58 37.33 MATCH EXISTING (41') (40') TW 45.0 TW 46.0 TW 45.25 TW 44.0 TW 44.5 1.5% TW 44.5 44' 44' BW 44.5 1.5% 1.5% 4.5% BW 43.4 BW 43.5 (39.0) 36' 39' 39.2 39.2 38.85 1.5% SD SD L =82 . 6 2 7, R =99 . 4 2 5 L= 8 2 . 6 27 , R = 99 . 4 2 5 L= 8 2 . 627 , R = 99 . 425 L= 8 2 . 627 , R = 99 . 425 L= 8 2 . 627 , R = 99 . 425 L= 8 2 . 627 , R = 99 . 425 L = 8 2 .6 2 7, R = 9 9 . 4 2 5 L = 8 2 .6 2 7, R = 9 9 . 4 2 5 L=8 2. 62 7, R = 9 9 . 4 2 5 43' 34.50 39.25 38.8 35.86 38.10 38.80 + 38.90 34.0 34.5 34.5 34.5 34.5 TW 44.5 TW 44.5 D 2% MAX. APPROXIMATE LIMIT OF PROPOSED FIELD RESET EXISTING CATCH BASIN RIM=33.50 INV OUT=31.94 RAISE RIM TO MATCH PROPOSED GRADE RESET EXISTING MANHOLE 75 LF 12" HDPE @ 2.0% CB-1 RIM=37.0 INV OUT=33.0 SEDIMENT FOREBAY BIORETENTION BASIN TOP=34.5 BOTTOM=33.0 4 LF 12" HDPE @ 2.0% FLUSH BETWEEN NEW PLAYGROUND SURFACE AND EXISITNG CONCRETE SIDEWALK 60" Ø DMH-1 RIM=35.0 INV IN=31.5 INV OUT=MATCH EXISTING GEOMEMBRANE LINER SEE SHEET L5.3 LINER IS TO BE PITCHED TOWARD UNLINED AREA TO ALLOW FOR INFILTRATION REVISIONS JULY 23, 2024 City of Salem 93 Washington Street, SALEM, MA 01970 CHECKED BY: DRAWN BY: PROJECT NO: SCALE: BID SET CLEANUP AND PARK REDEVELOPMENT PROJECT MANSELL FIELD SALEM, MA 25 KINGSTON ST, BOSTON MA 02111-2200 [PHONE] [PHONE REDACTED] WWW.HALVORSONDESIGN.COM L3.1 LANDSCAPE GRADING & LAYOUT PLAN 1" = 20'-0" IL LB 0' 10' 20' 40' 80' SYMBOL DESCRIPTION EXISTING CONTOUR PROPOSED CONTOUR EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION TOP OF DRAINAGE INLET HIGH POINT EXISTING GRADE TO REMAIN FINISH FLOOR ELEVATION TOP OF WALL ELEVATION BOTTOM OF WALL ELEVATION TOP OF CURB ELEVATION BOTTOM OF CURB ELEVATION TOP OF STEP ELEVATION BOTTOM OF STEP ELEVATION TOP OF RAMP ELEVATION BOTTOM OF RAMP ELEVATION (XX.XX) + RIM HP EX FFE TW BW TC BC TS BS TR BR GRADING NOTES: 1. THIS PLAN WAS PREPARED FROM AN ACTUAL ON THE GROUND FIELD SURVEY CONDUCTED BY WSP IN NOVEMBER OF 2020 AND RECENTLY UPDATED IN DECEMBER OF 2023. 2. USE ONE SINGLE BENCHMARK FOR WORK. 3. GRADE EVENLY BETWEEN SPOT GRADES AS NOTED. 4. THE CONTRACTOR SHALL VERIFY EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION OF ANY TYPE. 5. EXCAVATE BY HAND IN CLOSE PROXIMITY TO EXISTING UTILITIES, STRUCTURES AND ITEMS TO REMAIN, INCLUDING TREES. 6. RIM ELEVATIONS OF ANY NEW / EXISTING DRAINAGE AND UTILITY STRUCTURES SHALL BE FLUSH WITH FINAL SURROUNDING GRADES SO NOT TO CAUSE A TRIP EDGE. 7. FINAL SHAPING OF EARTHWORK SHALL BE APPROVED IN THE FIELD BY THE LANDSCAPE ARCHITECT AND OWNER. LANDSCAPE ARCHITECT TO REVIEW AND APPROVE ROUGH GRADING BEFORE THE CONTRACTOR COMMENCES FINE GRADING AND LAYING OF TOPSOIL. 8. PITCH PAVEMENT TO PROVIDE POSITIVE DRAINAGE. 9. PAVEMENT CROSS PITCH SHALL NOT BE GREATER THAN 1.9% OR LESS THAN 0.50%. 10. ALL DRAINAGE WORK TO BE COMPLETED BY A LICENSED DRAIN LAYER BY THE CITY OF SALEM. GRADING LEGEND 15 NOTES: THE EXISTING SURVEY SHOWN ON THE PLAYGROUND AREA WAS FROM THE SURVEY FOR THE ADJACENT PARK. IT IS FOR REFERENCE ONLY. AUGUST 7, 2024 ---PAGE BREAK--- 38' 33' 37' 41' 42' 39' 40' 41' 40' 34' 35' 36' 39' 42' 40' 39' 38' 39' 43' 35' 37' (41') (40') 44' 44' 36' 39' SD SD 43' D QU CO CO FL NY SY QU AL NY SY QU NY SY TI AM SA AL CH VI CO FL QU CO AM AR HA VI AM AR HA VI AB BL Rh en QU AL BIORETENTION SEED MIX BIORETENTION SEED MIX BIORETENTION SEED MIX AB BL REVISIONS JULY 23, 2024 City of Salem 93 Washington Street, SALEM, MA 01970 CHECKED BY: DRAWN BY: PROJECT NO: SCALE: BID SET CLEANUP AND PARK REDEVELOPMENT PROJECT MANSELL FIELD SALEM, MA 25 KINGSTON ST, BOSTON MA 02111-2200 [PHONE] [PHONE REDACTED] WWW.HALVORSONDESIGN.COM L4.1 LANDSCAPE PLANTING PLAN 1" = 20'-0" IL LB/IL 0' 10' 20' 40' 80' PLANTING NOTES 1. LANDSCAPE ARCHITECT TO APPROVE PLANT MATERIAL PRIOR TO DELIVERY TO SITE. 2. PLANT MATERIAL SHALL CONFORM TO "THE AMERICAN STANDARD FOR NURSERY STOCK", PUBLISHED BY AMERICAN HORT. 3. NO SUBSTITUTIONS OF PLANT SPECIES WITHOUT LANDSCAPE ARCHITECT'S WRITTEN APPROVAL. 4. SUBSTITUTIONS OF PLANT SPECIES SHALL BE A PLANT OF EQUIVALENT OVERALL FORM, HEIGHT AND BRANCHING HABIT, FLOWER, LEAF AND FRUIT, COLOR AND TIME OF BLOOM, AS APPROVED BY LANDSCAPE ARCHITECT. 5. LOCATE AND VERIFY UTILITY LINE LOCATIONS PRIOR TO STAKING AND REPORT CONFLICTS TO LANDSCAPE ARCHITECT. 6. PLANTING DEMOLITION DEBRIS, GARBAGE, LUMPS OF CONCRETE, STEEL AND OTHER MATERIALS DELETERIOUS TO PLANT'S HEALTH AS DETERMINED BY LANDSCAPE ARCHITECT SHALL BE REMOVED FROM ALL PLANTING AREAS. 7. NO PLANTING TO BE INSTALLED BEFORE ACCEPTANCE OF ROUGH GRADING. 8. ALL PROPOSED TREE LOCATIONS SHALL BE STAKED OR LAID OUT IN THEIR APPROXIMATE LOCATION BY THE CONTRACTOR. REFER TO LAYOUT AND PLANTING SHEETS FOR LAYOUT INFORMATION. THE CONTRACTOR SHALL ADJUST THE LOCATIONS AS REQUESTED BY THE LANDSCAPE ARCHITECT TO ACCOUNT FOR SUBSURFACE UTILITIES AND OTHER FIELD CONDITIONS. FINAL LOCATIONS OF ALL PLANTS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO PLANTING. 9. INSTALL PLANTS WITH ROOT FLARES FLUSH WITH FINISHED GRADE. IMMEDIATELY REPLANT PLANTS THAT SETTLE OUT OF PLUMB OR BELOW FINISHED GRADE. 10. PLANT UNDER FULL TIME SUPERVISION OF CERTIFIED ARBORIST, NURSERYMAN, OR LICENSED LANDSCAPE ARCHITECT. PROVIDE WRITTEN VERIFICATION OF CERTIFICATION AND/OR LICENSE FOR LANDSCAPE ARCHITECT'S APPROVAL. 11. WATER PLANTS THOROUGHLY AFTER INSTALLATION, A MINIMUM OF TWICE WITHIN THE FIRST 24 HOURS. 12. REPAIR DAMAGE DUE TO OPERATIONS INSIDE AND OUTSIDE OF LIMIT OF WORK 13. SOAK ALL PERENNIALS FOR 24 HOURS PRIOR TO INSTALLATION LEGEND SYMBOL DETAIL DESCRIPTION SEEDED LAWN BIORETENTION 3 L6.3 6 L6.3 SEEDED LAWN - PLAYFIELD 2 L6.3 TREE PLANTING 1 L6.3 CODE BOTANICAL NAME COMMON NAME SIZE CONTAINER QTY REMARKS TREES AB BL ABIES BALSAMEA BALSAM FIR 8'-10' HT., B&B B&B 4 AM AR AMELANCHIER ARBOREA DOWNY SERVICEBERRY 7`-8` HT. B&B 5 CH VI CHIONANTHUS VIRGINICUS WHITE FRINGETREE 8`-10` HT. B&B 3 CO FL CORNUS FLORIDA 'APPALACHIAN JOY' APPALACHIAN JOY DOGWOOD 8`-10` HT. B&B 8 HA VI HAMAMELIS VIRGINIANA COMMON WITCH HAZEL 6`-7` HT. B&B 4 NY SY NYSSA SYLVATICA TUPELO 2"-2 1/2" CAL. B&B 3 QU AL QUERCUS ALBA WHITE OAK 2.5"-3" CAL. B&B 5 MATCH. SPECIMAN QU CO QUERCUS COCCINEA SCARLET OAK 2.5"-3" CAL. B&B 6 MATCH. SPECIMAN SA AL SASSAFRAS ALBIDUM SASSAFRAS 2"-2.5" CAL. B&B 2 TI AM TILIA AMERICANA AMERICAN LINDEN 2.5"-3" CAL. B&B 4 MATCH. SPECIMAN SHRUBS Rh en RHODODENDRON CATAWBIENSE 'ENGLISH ROSEUM' ENGLISH ROSEUM RHODODENDRON 5 GAL. CONT. 5 PLANT SCHEDULE BIORETENTION SEED MIX: ERNST CONCERVATION SEEDS, INC. Address:8884 Mercer Pike, Meadville, PA 16335 Tel: [PHONE REDACTED] Website: Seed Mix: ERNMX-127 (Retention Basin Wildlife Mix) AUGUST 7, 2024 ---PAGE BREAK--- CL C 8" 1'-0" 1'-0" 1.5% CROSS SLOPE, TYP. (1.0% MIN, 2% MAX.) L 4" 8" NOTE: 1. PROVIDE EXP. JOINT WITH SEALANT WHERE CONC. PAVEMENT ABUTS CURBS, WALLS, OR EXISTING PAVEMENT. 2. INSTALL EXPANSION JOINTS AT O.C. OR AS SHOWN ON DRAWING. 3. INSTALL EXPANSION JOINTS AT CAST IN PLACE FURNISHINGS, BIKE RACKS, BOLLARDS, SIGN POSTS, LIGHT POSTS, ETC. 4. THICKEN CONCRETE TO 8" AT EDGES WHERE ABUTTING UN-CURBED FUTURE PLANTING OR LAWN AREAS. 5. CONTROL JOINTS TO BE SAWCUT UNLESS NOTED OTHERWISE. 6. MEDIUM BROOM FINISH PERPENDICULAR TO PEDESTRIAN FLOW. NO 'WINDOW PANES' 45° JOINT SEALANT TO BE RECESSED 1 8" CAST IN PLACE PEDESTRIAN CONCRETE PAVEMENT BACKER ROD AND PREFORMED EXPANSION JOINT MATERIAL FULL DEPTH COMPACTED GRAVEL BASE 1/2" DIA. STAINLESS STEEL DOWEL 12" LONG 18" O.C. @ EACH EXP. JOINT, TYP PREPARED OR UNDISTURBED SUBGRADE SAWN CONTROL JOINT, 1/4" DEPTH OF SLAB 1" MIN. SEE ENLARGED PAVING PLAN FOR PATTERN POURED IN PLACE CONCRETE PAVING - PEDESTRIAN SCALE: 1" = 1'-0" 1 POURED-IN-PLACE PLAYGROUND SURFACING (BASE BID) SCALE: 3" MIN. 8" COMPACTED CRUSHED STONE BASE PREPARED OR UNDISTURBED SUBGRADE 1 2" POURED IN PLACE CUSHION COURSE; VERIFY THICKNESS REQUIREMENTS WITH PLAY EQUIPMENT FALL HEIGHTS POURED IN PLACE WEARING COURSE SUBDRAIN - REFER TO CIVIL DRAWINGS 4" ENGINEERED WOOD FIBER - DEDUCT #1 SCALE: 12" PLAY EQUIPMENT SAFETY ZONE PER MANUFACTURE 4" 6" PREPARED OR UNDISTURBED SUBGRADE COMPACTED CRUSHED STONE BASE FILTER FABRIC ENGINEERED HARDWOOD PLAYGROUND PROTECTIVE SURFACE 2'-0" 4'-0" 4'-0" O.C. 2-5/8'' COUNTER SINK CARRIAGE BOLTS, WASHER AND NUT 2 PER POST PER RAIL 2-5/8'' COUNTER SINK CARRIAGE BOLTS, WASHER AND NUT 2 PER POST PER RAIL 6''X WOOD POSTS O.C. X 10'' WOOD RAIL 6"X 8" WOOD POSTS 4"X 10" WOOD RAIL PLAN ORDINARY BORROW, PREPARED SUBGRADE IF REQUIRED TO ACHIEVE FINISH GRADE, SEE SPEC SECTION BORROW MATERIAL 310513 BUTT JOINT, TYP. 2'-0" TYP WOOD GUARDRAIL SCALE: ADJACENT PAVING - SEE MATERIAL PLAN MARKER BARRIER PREPARED SUBGRADE ADJACENT CONDITION, SEE PLAN 2 3 4 SALVAGED GRANITE BLOCK ADJACENT MATERIAL VARIES, SEE PLAN FINISH GRADE COMPACTED DENSE GRADED CRUSHED STONE RESET GRANITE BLOCK SCALE: 1/2"=1'-0" SETTING DEPTH APPROX 1/3 HEIGHT OF BOULDER 1'-0" PREPARED OR UNDISTURBED SUBGRADE CL C 8" 1'-0" 1'-0" 1.5% CROSS SLOPE, TYP. (1.0% MIN, 2% MAX.) L 4" 8" NOTE: 1. PROVIDE EXP. JOINT WITH SEALANT WHERE CONC. PAVEMENT ABUTS CURBS, WALLS, OR EXISTING PAVEMENT. 2. INSTALL EXPANSION JOINTS AT O.C. OR AS SHOWN ON DRAWING. 3. INSTALL EXPANSION JOINTS AT CAST IN PLACE FURNISHINGS, BIKE RACKS, BOLLARDS, SIGN POSTS, LIGHT POSTS, ETC. 4. THICKEN CONCRETE TO 8" AT EDGES WHERE ABUTTING UN-CURBED FUTURE PLANTING OR LAWN AREAS. 5. CONTROL JOINTS TO BE SAWCUT UNLESS NOTED OTHERWISE. 6. MEDIUM BROOM FINISH PERPENDICULAR TO PEDESTRIAN FLOW. NO 'WINDOW PANES' 45° JOINT SEALANT TO BE RECESSED 1 8" CAST IN PLACE PEDESTRIAN CONCRETE PAVEMENT BACKER ROD AND PREFORMED EXPANSION JOINT MATERIAL FULL DEPTH COMPACTED GRAVEL BASE 1/2" DIA. STAINLESS STEEL DOWEL 12" LONG 18" O.C. @ EACH EXP. JOINT, TYP PREPARED SUBGRADE SAWN CONTROL JOINT, 1/4" DEPTH OF SLAB 1" MIN. SEE ENLARGED PAVING PLAN FOR PATTERN POURED IN PLACE CONCRETE PAVING - PEDESTRIAN W/ BARRIER SCALE: 1" = 1'-0" MARKER BARRIER (SCHEDULED MIRAFI RS380i) 5 7 6'-0" 6" MIN. 5'-0" 6" 6" 6" CAP CORNER, GATE & TERMINAL POSTS 2 1/2" SCHED. 40PIPE VINYL CLAD CLF FABRIC TOP AND BOTTOM SELVAGE TO BE KNUCKLED UNDER ALL TENSION BARS & BANDS AND CLIPS SHALL BE ZINC COATED ZINC COATED TENSION BANDS 12" MAX. SPACING 3/8" X 3/16" ZINC COATED TENSION BAR WHEREVER FABRIC BREAKS FINISH GRADE CONCRETE FOOTING COMPACTED GRAVEL BASE FINISH GRADE TIES 12" O.C. ALONG LINE POSTS AND TOP AND BOTTOM RAILS CHAIN LINK FENCE - 6'-0" Scale: 6" TYPICAL CONDITION 1 3/8" O.D BOTTOM RAIL 1 3/8" O.D BRACE RAIL 1 3/8" O.D TOP RAIL 6" TENSION WIRE 6" 6" 18" DIA. 3" MAX. PREPARED SUBGRADE MARKER BARRIER (SCHEDULED MIRAFI RS380i) 8 GRANITE BLOCK LOW RETAINING WALL SCALE: 1/2"=1'-0" SETTING DEPTH APPROX 1 3 HEIGHT OF BOULDER 1'-0" ADJACENT MATERIAL, SEE PLAN VARIES. SEE GRADING PLAN FREE DRAIN CRUSHED STONE WRAPPED IN FILTER FABRIC PREPARED OR UNDISTURBED SUBGRADE RECLAIMED GRANITE BLOCK ADJACENT MATERIAL, SEE PLAN 2" 8" MIN. 6 REVISIONS JULY 23, 2024 City of Salem 93 Washington Street, SALEM, MA 01970 CHECKED BY: DRAWN BY: PROJECT NO: SCALE: BID SET CLEANUP AND PARK REDEVELOPMENT PROJECT MANSELL FIELD SALEM, MA 25 KINGSTON ST, BOSTON MA 02111-2200 [PHONE] [PHONE REDACTED] WWW.HALVORSONDESIGN.COM L5.1 LANDSCAPE DETAILS AS NOTED IL LB AUGUST 7, 2024 ---PAGE BREAK--- BASKETBALL COURT LAYOUT SCALE: 1/8"=1'-0" 2" WIDE X 3'-0" DEEP SIDE LINE COACHING BOX COACHING BOX COLOR - 1 6'-0" RADIUS (OUTSIDE) COLOR - 2 COLOR - 2 6'-0" RADIUS (OUTSIDE) 2'-0" RADIUS (INSIDE) CENTER LINE COLOR - 2 5'-3" 19'-0" 2"-8" 12"X8" 7'-0" 3'-0" 1'-0" 3'-0" 3'-0" END LINE NOTE: ALL LINES SHALL BE 2" WIDE (NEUTRAL ZONES EXCLUDED), COLOR: WHITE 94'-0" 47'-0" 50'-0" 25'-0" TEXTURED ACRYLIC SURFACING TYP 4'-0" 4'-0" 3'-0" TBD. 10'-0"MAX. FINISH GRADE REINFORCED CONCRETE FOOTING 3'X3' IN PLAN COMPACTED DENSE GRADED CRUSHED STONE BASE PREPARED SUBGRADE TEXTURED ACRYLIC SURFACING ON BITUMINOUS CONCRETE PAVING 3'-0" 1'-0" BASKETBALL OUTFIT SCALE: 3/4"=1'-0" 8" 8" #3 CLOSE TIES 8" O.C. STARTING AT 4" FROM TOP #3 CLOSED TIES OVER THE REMAINDER OF THE DEPTH #5 REBAR MARKER BARRIER (SCHEDULED MIRAFI RS380i) SALVAGED BASKETBALL OUTFIT BENCH SCALE: CL 8" 5'-0" MARKER BARRIER (SCHEDULED MIRAFI RS380i) PREPARED SUBGRADE METAL BENCH CONCRETE PAVING SURFACE MOUNT BENCH BASE TO CONCRETE PAVEMENT WITH 1/2" ANCHOR BOLTS ADJACENT MATERIALS 6" 4" 8" 2'-0" A. BENCH AT BASKETBALL COURT B. BENCH AT PLAYGROUND CL 3'-0" METAL BENCH SURFACE MOUNT BENCH BASE TO CONCRETE PAVEMENT WITH 1/2" ANCHOR BOLTS 1'-6" 8" PREPARED SUBGRADE 8" WIDE CONCRETE FOOTING 1/2" RUBBER WEARING COURSE CUSHION LAYER COMPACTED GRADED CRUSHED STONE BASE 12" 1 2 3 4 8" PED 10" VEH 4" PED 6" VEH 4" 2'-0" GRANITE ROADWAY CURB, SEE CIVIL DRAWINGS BITUMINOUS CONCRETE ROADWAY PAVING, SEE CIVIL DRAWINGS EXPANSION JOINT DETECTABLE WARNING PLATE ADJACENT SURFACE VARIES DETECTABLE WARNING PLATE SCALE: DETAIL-B 8" 2'-0" (TYP.) 2'-0" (TYP.) NOTES: 1. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR EACH DETECTABLE WARNING STRIP LOCATION. CUT PLATES SHALL NOT BE ALLOWED UNLESS OTHERWISE NOTED. DETAIL B: SCALE 3" = 1'-0" CAST GRAY IRON DETECTABLE WARNING PLATE, TYP. DETAIL-A 1/2"Ø MOUNTING HOLES DETAIL A: SCALE 3" = 1'-0" 2-3/16" 2-3/16" 1 5"Ø 15 16"Ø ANCHOR TABS SET IN CAST IN PLACE CONCRETE PAVEMENT 1/2" Ø COUNTERSUNK FLATHEAD ANCHOR SCREWS 5 28" MIN. PLAY EQUIPMENT POST FOOTINGS SCALE: 1" = 1'-0" PLAY SURFACING. REFER TO MATERIAL PLAN COMPACTED DENSE GRADED CRUSHED STONE BASE REINFORCED CONCRETE FOOTING FILTER FABRIC PLAY EQUIPMENT POST PREPARED OR UNDISTURBED SUBGRADE NOTE: INSTALL PLAY EQUI INSTALLATION INST REVISIONS JULY 23, 2024 City of Salem 93 Washington Street, SALEM, MA 01970 CHECKED BY: DRAWN BY: PROJECT NO: SCALE: BID SET CLEANUP AND PARK REDEVELOPMENT PROJECT MANSELL FIELD SALEM, MA 25 KINGSTON ST, BOSTON MA 02111-2200 [PHONE] [PHONE REDACTED] WWW.HALVORSONDESIGN.COM L5.2 LANDSCAPE DETAILS AS NOTED IL LB AUGUST 7, 2024 ---PAGE BREAK--- BIORETENTION SCALE: 3/4"=1'-0" 18" MIN BIOINFILTRATION PLANTING SOIL SAND AND GRAVEL ADJACENT CONDITION, SEE PLAN PITCH PITCH TO BIORETENTION 3:1 SLOPE 1'-6" 6" ORDINARY BORROW FILL; FILL AS REQUIRED TO ACHIEVE FINISH GRADE CAP: 2'-0 MIN CLEAN COVER OVER BARRIER MARKER ADJACENT CONDITION, SEE PLAN CONSOLIDATED SOIL OR UNDISTURBED SUBGRADE, SEE CONSOLIDATION PLAN AND GRADING PLAN MARKER BARRIER (SCHEDULED MIRAFI RS380i) GEOMEMBRANE SEE SHEET L3.1 FOR LINER EXTENTS GEOMEMBRANE TO BE PITCHED TOWARD UNLINED SECTION TO ALLOW FOR INFILTRATION Scale: 3/8"=1'-0" SHRUB PLANTING SET SHRUBS PLUMB PLANT SHRUB WITH ROOT FLARE 1" ABOVE FINISHED GRADE AFTER SETTLEMENT 2" DEPTH MULCH (KEEP MULCH 1" AWAY FROM SHRUB BASE) HIGH EARTH WATERING SAUCER 1'-0" BEYOND ROOT BALL EDGE PLANTING BED SOIL HORTICULTURAL SUBSOIL CONSOLIDATED SOIL OR UNDISTURBED SUBGRADE, SEE CONSOLIDATION PLAN AND GRADING PLAN SET SHRUBS PLUMB PLANTING NOTES: 1. REMOVE UPPER THIRD OF BURLAP PRIOR TO BACKFILLING, IF CONTAINERIZED, REMOVE PLANTS FROM POTS PRIOR TO PLANTING AND SCARIFY ROOT BALL IN 4 PLACES TO 12" DEPTH 2. LOOSE OR CRACKED ROOT BALLS WILL NOT BE ACCEPTED FOR PLANTING 3. ROOT BALL SHALL SIT ON PREPARED SUBGRADE 4. DO NOT EXCAVATE BELOW ROOT BALL 5. PLANTING PIT TO BE 3 TIMES WIDTH OF ROOT BALL 6. FLOOD WATERING SAUCER TWICE DURING FIRST 24 HOURS AFTER PLANTING 7. RAISE AND REPLANT SHRUBS THAT SETTLE AFTER PLANTING AND WATERING 8. SCARIFY SOILS CONTINUOUSLY TO A DEPTH OF 2" AT INTERFACE BETWEEN SOIL TYPES AND LIFTS TO PROMOTE BLENDING OF SOILS 1'-0" PLANTING SOIL HORTICULTURAL SUBSOIL 1'-0" CAP: 2'-0 MIN CLEAN COVER OVER BARRIER MARKER MARKER BARRIER (SCHEDULED MIRAFI RS380i) ORDINARY BORROW, PREPARED SUBGRADE IF REQUIRED TO ACHIEVE FINISH GRADE, SEE SPEC SECTION BORROW MATERIAL 310513 PLANT AT SAME DEPTH (AFTER SETTLEMENT) AS GROWN IN NURSERY 1'-0"MIN. 6" SPACING AS INDICATED IN PLANT SCHEDULE PLANTING BED SOIL DEPTH MULCH, TAPER TO 0" DEPTH AT BASE OF PLANTS REMOVE FROM CONTAINER AND LOOSEN ROOTS BY HAND COARSELY MIX PLANTING BED SOIL WITH SUBGRADE GROUNDCOVER & PERENNIAL PLANTING Scale: NOTE: 1. USE TRIANGULAR PATTERN FOR PLANT SPACING, UNLESS NOTED ON PLANS. ORDINARY BORROW, PREPARED SUBGRADE IF REQUIRED TO ACHIEVE FINISH GRADE, SEE SPEC SECTION BORROW MATERIAL 310513 CAP: 2'-0 MIN CLEAN COVER OVER BARRIER MARKER MARKER BARRIER (SCHEDULED MIRAFI RS380i) CONSOLIDATED SOIL OR UNDISTURBED SUBGRADE, SEE CONSOLIDATION PLAN 10'-0" MIN. DIA. TREE PIT EQ. EQ. EQ. 1'-0" PLANT TREE WITH ROOT FLARE 1" ABOVE FINISHED GRADE AFTER SETTLEMENT 2" DEPTH MULCH (KEEP MULCH 1" FROM TRUNK) TAPER MULCH FROM 2" DEPTH AT EDGE OF ROOT BALL TO 0" DEPTH AT ROOT FLARE 3" HIGH SOIL WATERING SAUCER AT EDGE OF ROOTBALL PLANTING BED SOIL CONSOLIDATED SOIL OR UNDISTURBED SUBGRADE, SEE CONSOLIDATION PLAN AND GRADING PLAN HORTICULTURAL SUBSOIL OR BIOINFILTRATION SOIL. REFER TO PLANTING PLAN. 2'-0" PLANTING NOTES: 1. REMOVE TOP 2/3 OF WIRE BASKETS AND BURLAP 2. LOOSE OR CRACKED ROOT BALLS WILL NOT BE ACCEPTED FOR PLANTING 3. BURLAP IS UNACCEPTABLE. 4. ROOT BALL SHALL SIT ON PREPARED SUBGRADE 5. SCARIFY SOILS CONTINUOUSLY TO A DEPTH OF 4" AT INTERFACE BETWEEN SOIL TYPES AND LIFTS TO PROMOTE BLENDING OF SOILS 6. FLOOD SAUCER TWICE DURING FIRST 24 HOURS AFTER PLANTING. 7. LIMB BRANCHES TO 7'-0" ABOVE FINISH GRADE TO PROVIDE CLEAR PEDESTRIAN ZONE 8. TREE SHALL HAVE STRAIGHT TRUNK AND SINGLE LEADER. DO NOT CUT LEADER 9. ORIENT TREE TO HAVE SIMILAR SOLAR ASPECT AS NURSERY OR AS DIRECTED BY LA. TAGS ARE TO BE PLACE ON THE NORTH SIDE AT THE NURSERY. 10.WOODEN STAKES SHALL NOT PUNCTURE MARKER BARRIER 7'-0" MIN. CLEAR TREE PLANTING Scale: 1/2"=1'-0" 2" 3" WATERING SAUCER, FORMED WITH PLANTING SOIL AND COVERED WITH MULCH EDGE OF ROOT BALL TAPER MULCH TO 0" DEPTH ROOT BALL CAP: 3'-0 MIN CLEAN COVER OVER MARKER BARRIER MARKER BARRIER (SCHEDULED MIRAFI RS380i) ORDINARY BORROW, PREPARED SUBGRADE IF REQUIRED TO ACHIEVE FINISH GRADE, SEE SPEC SECTION BORROW MATERIAL 310513 TIE SYSTEM: 1-1/2" WIDE HEAVY DUTY POLY STRAP WITH GROMMETED ENDS TO ACCEPT 12 GAUGE GALVANIZED WIRE, ALLOW FOR SLIGHT TREE MOVEMENT WHEN TIGHTENING, REMOVE AFTER ONE YEAR UNLESS DIRECTED BY OWNER OR ENGINEER 8' LONG X 2" SQ. WOODEN STAKES EQUALLY SPACED, 3 PER TREE. MIN. 5' EXPOSED - DO NOT PUNCTURE MARKER BARRIER BELOW. DRIVE STAKES IN AT ANGLE AND DRAW VERTICAL. (USE WHEN TREE TRUNK IS LARGER THAN 2" DIAMETER) 1'-6" SEEDED LAWN 12" SEEDED HIGH USE LAWN - PLAYFIELD Scale: CAP: 2'-0 MIN CLEAN COVER OVER BARRIER MARKER ORDINARY BORROW, PREPARED SUBGRADE IF REQUIRED TO ACHIEVE FINISH GRADE, SEE SPEC SECTION BORROW MATERIAL 310513 HIGH USE LAWN SOIL MARKER BARRIER (SCHEDULED MIRAFI RS380i) CONSOLIDATED SOIL OR UNDISTURBED SUBGRADE, SEE CONSOLIDATION PLAN AND GRADING PLAN FINISH GRADE VARIES. SEE GRADING PLAN SAND BORROW - MIN 6" 6" SEEDED LAWN SEEDED LAWN Scale: CAP: 2'-0 MIN CLEAN COVER OVER BARRIER MARKER ORDINARY BORROW, PREPARED SUBGRADE IF REQUIRED TO ACHIEVE FINISH GRADE, SEE SPEC SECTION BORROW MATERIAL 31051 HIGH USE LAWN SOIL MARKER BARRIER (SCHEDULED MIRAFI RS380i) CONSOLIDATED SOIL OR UNDISTUR SUBGRADE, SEE CONSOLIDATION P AND GRADING PLAN FINISH GRADE VARIES. SEE GRADING PLAN 12" 1 2 4 5 6 3 REVISIONS JULY 23, 2024 City of Salem 93 Washington Street, SALEM, MA 01970 CHECKED BY: DRAWN BY: PROJECT NO: SCALE: BID SET CLEANUP AND PARK REDEVELOPMENT PROJECT MANSELL FIELD SALEM, MA 25 KINGSTON ST, BOSTON MA 02111-2200 [PHONE] [PHONE REDACTED] WWW.HALVORSONDESIGN.COM L5.3 LANDSCAPE DETAILS AS NOTED IL LB AUGUST 7, 2024 ---PAGE BREAK--- ELEVATION PLAN HYDRANT INSTALLATION NO SCALE NOTES: 1. ALL MJ JOINTS SHALL HAVE RETAINER GLANDS. 2. HYDRANT OFFSET DISTANCES TO EXISTING SURFACE FEATURES SHALL BE FIELD COORDINATED WITH THE OWNER AND AS DIRECTED BY THE ENGINEER. 3. CARE SHALL BE TAKEN TO SHIELD HYDRANT BASE DRAIN HOLES DURING PLACEMENT OF THE CONCRETE THRUST BLOCK. DRAIN HOLES SHALL BE VERIFIED AS OPEN AND FREE OF OBSTRUCTIONS PRIOR TO BACKFILLING. 4. CARE SHALL BE TAKEN TO SHIELD ALL MECHANICAL JOINT GLANDS AND BOLTS DURING PLACEMENT OF CONCRETE THRUST BLOCK. ALL BOLTS AND GLANDS SHALL BE FREE AND UNOBSTRUCTED BEFORE BACKFILLING. 5. HYDRANT SHALL BE SET PLUMB. VERTICAL HYDRANT EXTENSIONS SHALL BE USED AS NECESSARY TO PROPERLY LOCATE THE BREAKAWAY FLANGE PER MANUFACTURER'S RECOMMENDATIONS. 6. POLYETHYLENE SHEETING SHALL BE PLACED OVER THE FITTING AND HYDRANT BASE TO PREVENT DIRECT CONTACT OF CONCRETE WITH THE FITTING AND HYDRANT BASE. 6" MIN, SEE NOTE 2 SEE CONCRETE THRUST BLOCK FOR HORIZONTAL FITTINGS DETAIL, SEE NOTE 4 ANCHOR TEE MJ x MJ x SWIVEL HYDRANT, SEE NOTE 5 6" VALVE MJ X MJ SEE CONCRETE THRUST BLOCK FOR HORIZONTAL FITTINGS DETAIL, SEE NOTE 3 1 CU. YD. WASHED 3/4" STONE POCKET AROUND DRAIN COVER STONE W/POLYETHELYENE BREAKAWAY FLANGE SHALL BE SET ABOVE FINISHED GRADE PER MANUFACTURER'S RECOMMENDATIONS HYDRANT, SEE NOTE 5 STREET ANCHOR TEE MJ x MJ x SWIVEL VALVE BOX 6" VALVE MJ x MJ MJ SEE CONCRETE THRUST BLOCK FOR HORIZONTAL FITTINGS DETAIL, SEE NOTE 3 PRECAST CONCRETE PAD 6" D.I. NIPPLE, PE x PE LENGTH AS REQUIRED, PIPE TO BE LAID FLAT OR LESS THAN 0.50% PITCH SEE CONCRETE THRUST BLOCK FOR HORIZONTAL FITTINGS DETAIL, SEE NOTE 4 MINIMUM 5'-0" COVER UNLESS OTHERWISE SHOWN OR APPROVED BY ENGINEER NOTES: 1. MINIMUM RESTRAINED LENGTH BASED ON DIPRA, RESTRAINED LENGTH CALCULATOR, LATEST EDITION. 2. THE FOLLOWING CONDITIONS APPLY: SOIL TYPE: SAND MAX. PRESSURE: 200psi TRENCH TYPE 4 BURIED DEPTH: 5' SAFETY FACTOR: 1.5 3. TABLE SUBJECT TO RECALCULATIONS BASED ON OBSERVED FIELD CONDITIONS. MINIMUM RESTRAINED LENGTH, FT. 3 25 10 5 8" 8" FITTING 8" 8" 8" 8" SIZE (IN.) 90° BEND 11 1/4° BEND 22 1/2° BEND 45° BEND DEAD END 8" 64 45° VERTICAL DOWN BEND 45° VERTICAL UP BEND 10 27 MINIMUM RESTRAINED FOR DI PIPE 8" TEE 8" 64 12"X8" REDUCER 49 2 20 8 4 6" 6" 6" 6" 6" 6" 90° BEND 11 1/4° BEND 22 1/2° BEND 45° BEND DEAD END 6" 50 45° VERTICAL DOWN BEND 45° VERTICAL UP BEND 8 21 6" TEE 6" 50 4 36 15 7 12" 12" 12" 12" 12" 12" 90° BEND 11 1/4° BEND 22 1/2° BEND 45° BEND DEAD END 12" 92 45° VERTICAL DOWN BEND 45° VERTICAL UP BEND 15 38 12" TEE 12" 92 12"X8" TEE 64 12"X6" TEE 50 8"X6" TEE 50 PRECAST & CAST-IN-PLACE CONCRETE THRUST BLOCK FOR VERTICAL BENDS NO SCALE PRECAST UPWARD VERTICAL BEND PRECAST SECTION 45° 45° 45° 45° L H H W D NOTES: 1. THE THRUST BLOCK DIMENSIONS SHOWN WERE CALCULATED BASED ON A 200 PSI INTERNAL PIPE PRESSURE, A SOIL BEARING STRENGTH OF 4,000 PSF, A SOIL TYPE OF SAND, AND A 45° BEND. 2. CONCRETE THRUST BLOCKS SHALL BE POURED AGAINST UNDISTURBED SOIL. 3. DIMENSIONS L, H, & W MAY BE ADJUSTED TO MEET FIELD CONDITIONS, PROVIDED THE BEARING AREA REMAINS UNCHANGED, UPON APPROVAL BY ENGINEER. 4. DOWNWARD VERTICAL BENDS SHALL BE RESTRAINED BY CAST-IN-PLACE CONCRETE THRUST BLOCKS OR OTHER RESTRAINING METHOD AS APPROVED BY ENGINEER. · RESTRAINING BARS SHALL BE ASTM A615 GRADE 60 REINFORCING STEEL. · THE PORTION OF THE RESTRAINING BARS EXPOSED TO SOIL SHALL BE PROVIDED WITH TWO COATS OF BITUMASTIC MATERIAL. · POLYETHYLENE SHEETING (MIN. THICKNESS OF 4 MILS) SHALL BE PLACED OVER MJ FITTINGS TO PREVENT DIRECT CONTACT BETWEEN CONCRETE AND THE FITTING. 6" D BEARING AREA (SF) PRECAST UPWARD VERTICAL BENDS 2.1 1.8' 1.2' 5' * IS BASED ON AN ASSUMED TRENCH WIDTH OF 5 FEET. CONCRETE THRUST BLOCK AGAINST UNDISTURBED SOIL CONCRETE THRUST BLOCK AGAINST UNDISTURBED SOIL CAST-IN-PLACE DOWNWARD VERTICAL BEND L 45° 45° H CAST-IN-PLACE SECTION 45° 45° H W D HL BL CONCRETE THRUST BLOCK AGAINST UNDISTURBED SOIL CONCRETE THRUST BLOCK AGAINST UNDISTURBED SOIL D U-SHAPED RESTRAINING BAR PROVIDE HOOK (TYP) PIPE BEDDING MATERIAL TO BE CRUSHED STONE D VOLUME (CF) BEARING AREA (SF) BAR SIZE BAR LENGTH RESTRAINING * IS BASED ON AN ASSUMED TRENCH WIDTH OF 5 FEET. 6" 52.9 0.6 4.6' 2.3' 5' LENGTH HOOK 8.0" 2-#4 11.0" CAST-IN-PLACE DOWNWARD VERTICAL BENDS "BL" "HL" 8" 12" 3.7 2.3' 1.6' 7.9 3.4' 2.3' 5' 5' 8" 90.9 0.9 6.0' 3.0' 8.0" 2-#4 11.0" 12" 193.5 2.0 8.8' 4.4' 12.0" 2-#6 17.0" 5' 5' D W L H 45° 45° 45° 45° W L W 45° 45° PLAN AT BEND SECTION AT TEE OR BEND PLAN AT TEE NOTES: 1. THE THRUST BLOCK DIMENSIONS SHOWN WERE CALCULATED BASED ON A 200 PSI INTERNAL PIPE PRESSURE, A SOIL BEARING STRENGTH OF 4,000 PSF, A SOIL TYPE OF SAND, AND A 45° BEND. 2. CONCRETE THRUST BLOCKS SHALL BE PLACED AGAINST UNDISTURBED SOIL. 3. DIMENSIONS L, H, & W MAY BE ADJUSTED TO MEET FIELD CONDITIONS, PROVIDED THE BEARING AREA REMAINS UNCHANGED, UPON APPROVAL OF ENGINEER. 4. THE HEIGHT OF THE BLOCK SHALL BE LESS THAN OR EQUAL TO HALF THE TRENCH DEPTH BUT NOT LESS THAN THE PIPE DIAMETER. PRECAST CONCRETE THRUST BLOCK FOR HORIZONTAL FITTINGS NO SCALE PLAN AT CAP L W 45° 45° D BEARING AREA (SF) 45° BEND BEARING AREA PRECAST CONCRETE THRUST BLOCK 11 14° BEND 2212° BEND BEARING AREA BEARING AREA TEE/END (SF) (SF) (SF) 6" 2.1 1.8' 1.2' 0.6' 1.1 1.2' 0.9' 0.5' 0.5 0.9' 0.6' 0.3' 2.8 2.0' 1.4' 0.7' D D D RETAINER GLAND MJ PIPE CAP CONCRETE THRUST BLOCK PLACED AGAINST UNDISTURBED SOIL CONCRETE THRUST BLOCK PLACED AGAINST UNDISTURBED SOIL PRESSURE PIPE TEE PIPE BEDDING TO BE CRUSHED STONE CONCRETE THRUST BLOCK PLACED AGAINST UNDISTURBED SOIL PRESSURE PIPE BEND CONCRETE THRUST BLOCK PLACED AGAINST UNDISTURBED SOIL 8" 3.7 2.3' 1.6' 0.8' 1.9 1.7' 1.1' 0.6' 0.9 1.2' 0.8' 0.4' 4.8 2.7' 1.8' 0.9' 12" 7.9 3.4' 2.3' 1.2' 4.0 2.5' 1.6' 0.8' 2.0 1.7' 1.2' 0.6' 10.3 3.9' 2.6' 1.3' REVISIONS JULY 23, 2024 City of Salem 93 Washington Street, SALEM, MA 01970 CHECKED BY: DRAWN BY: PROJECT NO: SCALE: BID SET CLEANUP AND PARK REDEVELOPMENT PROJECT MANSELL FIELD SALEM, MA 25 KINGSTON ST, BOSTON MA 02111-2200 [PHONE] [PHONE REDACTED] WWW.HALVORSONDESIGN.COM C1.1 CIVIL DETAILS XX XX XX XXXX.XX AUGUST 7, 2024 ---PAGE BREAK--- REVISIONS JULY 23, 2024 City of Salem 93 Washington Street, SALEM, MA 01970 CHECKED BY: DRAWN BY: PROJECT NO: SCALE: BID SET CLEANUP AND PARK REDEVELOPMENT PROJECT MANSELL FIELD SALEM, MA 25 KINGSTON ST, BOSTON MA 02111-2200 [PHONE] [PHONE REDACTED] WWW.HALVORSONDESIGN.COM C1.2 CIVIL DETAILS XX XX XX XXXX.XX FILTER BAG, CAPACITY OF FILTER BAG SHALL BE ADEQUATE TO HANDLE DEWATERING PUMP DISCHARGE. GROUND SLOPE SEDIMENT LADEN WATER PUMP DISCHARGE FILTER FABRIC MAT STRAW WATTLE FILTER BAG PUMP DISCHARGE LINE FLAT STONE FILTER FABRIC MAT SEDIMENT 2' HIGH CLEAN STONES (d 50 GROUND SLOPE STRAW WATTLE SECTION A-A A A 2' SEDIMENT FREE WATER 10'-15' (TYP) OR AS DIRECTED WATER MAIN TRENCH DEWATERING DISCHARGE FILTER NO SCALE NOTES: 1. THE GROUNDWATER DISCHARGE FILTER SHALL BE INSTALLED FOR ANY DEWATERING ACTIVITY LOCATED WITHIN THE 100' WETLAND REGULATED AREA. A FILTER BAG IS REQUIRED FOR DEWATERING ACTIVITIES LOCATED OUTSIDE OF THE REGULATED AREA. 2. THIS DETAIL ONLY APPLIES TO THE WATER MAIN AND FIRE HYDRANT INSTALLATION. TO NATURAL WATER COURSE 15'-20' (TYP) OR AS DIRECTED PERMANENT TRENCH REPAIR NO SCALE NOTES: 1. MATCH EXISTING PAVEMENT DEPTH AT THE DIRECTION OF THE ENGINEER. 2. ANY ROUGH OR DAMAGED TRENCH EDGES SHALL BE SAWCUT CLEAN AND REPAVED. 12" 12" TEMPORARY TRENCH REPAIR NO SCALE NOTES: 1. PLACE TEMPORARY TRENCH REPAIR AT THE END OF WEEK. BITUMINOUS CONCRETE 1-2" LIFT, BASE COURSE 1-2" LIFT, BINDER COURSE SAWCUT PROCESSED GRAVEL (12" MIN. DEPTH) APPROXIMATE LIMITS OF EXCAVATION NATIVE BACKFILL OR ORDINARY BORROW (ROCK COMPACTED AS SPECIFIED BITUMINOUS CONCRETE 4" BASE COURSE PROCESSED GRAVEL (12" MIN. DEPTH) APPROXIMATE LIMITS OF EXCAVATION NATIVE BACKFILL OR ORDINARY BORROW (ROCK COMPACTED AS SPECIFIED TABLE B - MAXIMUM TRENCH EXCAVATION PAY WIDTHS (SEE NOTE) TABLE A - MAXIMUM SURFACE REPAIR PAY WIDTHS (SEE NOTE) TYPICAL TRENCH SECTION NO SCALE TRENCH PAYLINES NOTES: 1. THE PAYLINE DIMENSIONS SHOWN REPRESENT THE MAXIMUM PAYLINE LIMITS TO BE PAID. WHEN THE ACTUAL SURFACE REPAIR OR TRENCH WIDTH IS LESS, THE ACTUAL WIDTH SHALL BE PAID FOR AT THE APPLICABLE UNIT PRICE. 5'-0" NOMINAL PIPE DIAMETER 0 - 24" 0 - 24" NOMINAL PIPE DIAMETER (AS SPECIFIED) PIPE BEDDING 6" D 6" DEPTH TO PIPE BOTTOM TRENCH WIDTH (SEE TABLE B) (SEE TABLE A) SEEDING & PAVEMENT SURFACE REPAIR FOR SOD, LOAMING, VARIES VARIES B A 8'-6" MAX. PAVEMENT LOAMING, & SEEDING 5' MINIMUM NOMINAL PIPE DIAMETER TEMPORARY 6'-6" MAX. PERMANENT 8'-6" MAX. 1'-6" MIN. 1'-6" MIN. 6" IN ROCK IN GRAVEL 4" IN EARTH 5'-0" COVER SURFACE RESTORATION AS SPECIFIED COMPACTED SUB-BASE AS SPECIFIED UNDERGROUND WARNING TAPE STANDARD ORDINARY BORROW COMPACTED AS SPECIFIED NO ROCKS GREATER THAN 6" 3 4" CRUSHED STONE BEDDING WATER MAIN TYPICAL TRENCH SECTION NO SCALE 6" NOTES: 1. SEE TRENCH EXCAVATION AND SURFACE REPAIR PAYLINES DETAIL. GRANITE CURB NO SCALE NOTES: 1. THIS PROCEDURE IS APPLICABLE ONLY IF CURB IS TO BE SET AFTER BASE COURSE IS IN PLACE PRIOR TO BINDER AND TOP PLACEMENT. 2. CUT NEAT LINE 6" FROM CURB LINE AND REMOVE BASE AND GRAVEL. REPLACE WITH CEMENT CONCRETE. 3. ANY DESIGNATED CEMENT CONCRETE THAT IS ACCEPTABLE UNDER SECTION M4 OF THE STANDARD SPECIFICATIONS MAY BE USED; ALL TEST REQUIREMENTS ARE WAIVED. HOT MIX ASPHALT SHALL NOT BE USED AS A SUBSTITUTE. 4. REFER TO SECTION 501.63: CONCRETE CURB, CORNERS, AND EDGING OF THE MASSDOT STANDARD SPECIFICATIONS FOR FURTHER DETAIL. 5. REMOVE AND REPLACE GRANITE CURB AS ENCOUNTERED ALONG THE PROPOSED ALIGNMENT OF THE WATER MAIN AS NEEDED TO COMPLETE THE WATER MAIN INSTALLATION. BASE COURSE PROCESSED GRAVEL SUBBASE CEMENT CONCRETE LIMITS HMA SURFACE COURSE HMA BINDER COURSE TREATMENT VARIES 6" REVEAL EXCEPT ON BRIDGES VERTICAL CURB 6" 6" 6" CUT LINE 2% SLOPE TEMPORARY BITUMINOUS CONCRETE SIDEWALK DETAIL NO SCALE CLASS 2 BITUMINOUS CONCRETE 2" SIDEWALK (MATCH EXISTING THICKNESS IF GREATER) PROCESSED GRAVEL BORROW 4" SIDEWALK COMPACTED SUBGRADE 3" WIDTH VARIES 3" LANDSCAPE AREA NATURAL SUBGRADE 8" PROCESSED GRAVEL BORROW FILL BASE PERMANENT TRENCH REPAIR FOR SIDEWALKS NO SCALE 4'-0" MIN. 1.5" HMA CLASS 9.5 1.5" HMA CLASS 9.5 AUGUST 7, 2024 ---PAGE BREAK--- 2 PRECAST BASE 6" MULTIPLES 12", 24",36" OR 48" AS REQUIRED 24" 48"Ø 5" 8"MIN 4'-0" SUMP 24" SQUARE OPENING O.D. OF PIPE CLEARANCE FRAME & GRATE FRAME TO BE SET IN FULL BED OF MORTAR ADJUST TO GRADE WITH NOT MORE THAN 12" OF BRICK MASONRY 24"x48" CONCENTRIC PRECAST CATCH BASIN CONE SPIGOT & BELL REINFORCEMENT SHALL BE CONNECTED TO BARREL REINFORCEMENT FINISHED GRADE SEAL ALL JOINTS WITH APPROVED PRE-FORMED GASKET MATERIAL (SEE SPECIFICATIONS) MONOLITHIC BASE CAST IRON CATCH BASIN HOOD 12" HDPE DRAIN PIPE. 22"± 34"± 8" 24"± 3/4"± 1 1/4" 1 1/4" SECTION A-A NOTES: 1. MINIMUM FRAME WEIGHT: 4 FLANGE - 295± LBS 3 FLANGE - 265± LBS 2. MATERIAL - CAST IRON, SEE SPECIFICATIONS 3. FOR ADDITIONAL INFORMATION SEE MHD 201.6.0 PLAN A A 23 78"± 2" 1 14" 1 14" SECTION A-A 2 14"± 1 14"± NOTES: 1. MINIMUM WEIGHT OF GRATE - 190 LBS. 2. MATERIAL - CAST IRON, SEE SPECIFICATIONS. A A PLAN GUTTER LINE FOREBAY VARIES - SEE SITE PLANS CHECK DAM VARIES - SEE SITE PLANS 3 1 3 1 3 1 LOAM & SEED SIDE SLOPES (TYP) EXTEND CHECK DAM STONE TO COVER BOTTOM OF FOREBAYS SEDIMENT POST MARKED ON 6" INTERVAL FROM BOTTOM. BASIN BOTTOM GRADE SEE SITE PLANS FOR WEIR ELEVATIONS AND LIMITS CHECK DAM/STONE WEIR: 3" DOUBLE WASHED CRUSHED GRAVEL OVER A NON-WOVEN GEOTEXTILE PLAN SECTION 12" 3" WORK ZONE FLOW AREA TO BE PROTECTED WOOD STAKES*-TYP. WORK ZONE 2"x2"x2'-0" WOOD STAKES FOR WATTLES* STRAW WATTLES OR MULCH LOGS SILT FENCE *-STAKES TO BE SPACED AT 4-5' O.C. STAGGER STAKES BETWEEN STRAW WATTLES AND SILT FENCE 9" AREA TO BE PROTECTED 4'-6" 18" SILTSACK OR APPROVED EQUAL Scale: NO SCALE EROSION CONTROL BARRIER Scale: NO SCALE SEDIMENT FOREBAY SECTION Scale: NO SCALE PRECAST CONCRETE CATCH BASIN Scale: NO SCALE CATCH BASIN FRAME AND GRATE Scale: NO SCALE R 1 4 7 TYPICAL DRAIN LINE TRENCH SECTION Scale: NO SCALE CAST-IN-PLACE CONCRETE COLLAR Scale: NO SCALE 5 6 3 SILTSACK MANUFACTURED BY: ACF ENFIRONMENTAL 2831 CARDWELL ROAD RICHMOND, VIRGINIA 23237 1" REBAR FOR BAG REMOVAL FROM INLET SILTSACK OR APPROVED EQUAL R 1" REBAR FOR BAG REMOVAL FROM INLET DUMP STRAP (TYP OF 2) STANDARD MANHOLE RUNG A SECTION A-A A PIPE DIA. + 24" MIN. 6" MULTIPLES 12", 24",36" OR 48" AS REQUIRED 36" 5 18" 24"Ø 5" 12" 4" 24" MULTIPLES 12", 24",36" OR 48" AS REQUIRED 60"Ø 72"Ø 6" 14 PIPE DIAMETER B B 8 14" 318" 1316" 14" 15 716" FRAME & COVER FRAME TO BE SET IN FULL BED OF MORTAR ADJUST TO GRADE WITH NOT MORE THAN 12" OF BRICK MASONRY OR CONCRETE GRADING RINGS STANDARD MANHOLE RUNG (SEE DETAIL RIGHT) 24"x48" ECCENTRIC PRECAST MANHOLE CONE SPIGOT & BELL REINFORCEMENT SHALL BE CONNECTED TO BARREL REINFORCEMENT FLAT SLAB TOP FOR SHALLOW MANHOLES SEAL ALL JOINTS WITH APPROVED PRE-FORMED GASKET MATERIAL (SEE SPECIFICATIONS) 48"x60" ECCENTRIC MANHOLE TAPER 6" WALL SPIGOT & BELL REINFORCEMENT SHALL BE CONNECTED TO BARREL REINFORCEMENT FLAT SLAB TOP FOR SHALLOW MANHOLES MONOLITHIC BASE TOP STEP TO BE 20" MAX. BELOW TOP OF FRAME SHAPE INVERT WITH CONCRETE (3000 PSI) COPOLYMER POLYPROPYLENE PLASTIC 1/2" GRADE 60 STEEL REINFORCEMENT 60" PRECAST DRAIN MANHOLE Scale: NO SCALE 8 6" 6" EXTENDED BASE EXTENDED BASE REVISIONS JULY 23, 2024 City of Salem 93 Washington Street, SALEM, MA 01970 CHECKED BY: DRAWN BY: PROJECT NO: SCALE: BID SET CLEANUP AND PARK REDEVELOPMENT PROJECT MANSELL FIELD SALEM, MA 25 KINGSTON ST, BOSTON MA 02111-2200 [PHONE] [PHONE REDACTED] WWW.HALVORSONDESIGN.COM C1.3 CIVIL DETAILS AS NOTED IL LB 6" 2' MIN. CONTRACTOR TO PROVIDE TRENCH BOX, SHEETING OR OTHER MEANS ACCORDING TO OSHA STANDARDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY REQUIREMENTS ACCORDING TO OSHA. TRENCH WIDTH (SEE NOTE 3) UTILITY WARNING TAPE MARKED "DRAIN" OR "SEWER" AS APPROPRIATE PREVIOUSLY EXCAVATED MATERIAL 8" MAX. STONE DIAMETER SAND (MHD 1.04.0 TYPE a) OR GRAVEL BORROW (MHD M1.03.0 TYPE b) 6" STORM DRAIN PIPE NOTES: 1. COMPACT ALL BACKFILL MATERIAL WITH VIBRATORY PLATE EQUIPMENT (MINIMUM TWO PASSES) TO A MINIMUM DENSITY OF 95 PERCENT OF THE STANDARD PROCTOR DENSITY AS DETERMINED BY ASTM D698. 2. PLACE BACKFILL MATERIAL IN MAXIMUM ONE FOOT LIFTS. 3. FOR PIPES LESS THAN 24" IN DIAMETER THE TRENCH WIDTH SHALL BE 5.0'. FOR PIPES 24" IN DIAMETER AND GREATER, TRENCH WIDTH SHALL BE THE PIPE DIAMETER + 3.0'. 1.5' NO. 4 BARS AT 6" ON CENTER SPACING 3" CONCRETE COVER OVER STEEL REINFORCEMENT NO. 4 BARS FOR LONGITUDINAL REINFORCEMENT 18" MIN. OVERLAP 12" 36" PLAN 12" 1.5' 12" 12" PROPOSED PIPE EXISTING PIPE MATCH EXISTING INVERT NOTES: 1. WATERSTOP GROUTING RING IS ONLY REQUIRED WHERE THE PROPOSED PIPE IS PVC. WATERSTOP GROUTING RING HYDRATECH HYDRATITE NTERIOR SEAL, OR EQUAL CONSTANT TAPER TO MATCH INSIDE DIAMETER AUGUST 7, 2024