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EC100 EXISTING CONDITIONS PLAN L100 DEMOLITION PLAN L200 MATERIALS AND LAYOUT PLAN L201 MATERIALS AND LAYOUT ENLARGEMENT PLAN L300 GRADING PLAN L400 PLANTING PLAN L500 LANDSCAPE DETAILS 1 L501 LANDSCAPE DETAILS 2 L502 LANDSCAPE DETAILS 3 L503 LANDSCAPE DETAILS 4 L504 LANDSCAPE DETAILS 5 L505 PLANTING DETAILS S100 SCULPTURE BASE DETAILS SL1 SITE LIGHTING PLAN DRAWING LIST PALMER COVE PARK RENOVATION - PHASE 2 SALEM, MASSACHUSETTS BID SET AUGUST 2, 2023 CROWLEY COTTRELL, LLC 171 MILK STREET, FL 2 BOSTON, MA 02109 [PHONE REDACTED] CITY OF SALEM MAYOR DOMINICK PANGALLO Bid Number: 24-12-PLAN GRADE BREAK GRADE BREAK GRADE BREAK GRADE BREAK GRADE BREAK GRADE BREAK GRADE BREAK GRADE BREAK GRADE BREAK GRADE BREAK A A A A A A OVERALL PROJECT SITE SCALE: NTS ---PAGE BREAK--- 24-12-PLAN PALMER COVE RENOVATION PHASE 2 SALEM, MA 01970 1804 PROJECT NUMBER: SCALE: DRAWING TITLE: STAMP: PROJECT: CONSULTANTS: DATE: AUGUST 2, 2023 Crowley Cottrell Landscape Architecture, LLC 171 Milk St, Fl 2 Boston, MA 02109 [PHONE REDACTED] www.crowleycottrell.com Revision Electrical Engineer MHarris Design Inc. Michael Harris [PHONE REDACTED] Licensed Site Professional Tighe & Bond, Inc. Todd D. Kirton [PHONE REDACTED] Date No. GENERAL NOTES 1. EXCEPT WHERE NOTED, EXISTING CONDITIONS AND TOPOGRAPHY DATA ARE FROM A SURVEY PREPARED BY MERIDIAN ASSOCIATES - 500 CUMMINGS CENTER, SUITE 5950, BEVERLY MA 01915 - APRIL 25, 2018. WHERE NOTED ON EC-100, EXISTING CONDITIONS ARE BASED ON DESIGN DRAWINGS FROM PHASE 1 OF CONSTRUCTION AND ALL POINTS MUST BE VERIFIED IN FIELD, NO CLAIM IS MADE TO THE ACCURACY OF THESE POINTS. 2. CONTRACTOR SHALL VERIFY LOCATION OF ANY EXISTING UTILITIES AND SERVICES AND PROVIDE PROTECTION DURING CONSTRUCTION. UTILITIES DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED AT CONTRACTORS EXPENSE. 3. CONTRACTOR SHALL OBTAIN PERMITS FOR THE WORK AS REQUIRED AND COMPLY WITH ALL LAWS, ORDINANCES, RULES AND REGULATIONS OF THE LOCAL JURISDICTION, THE STATE, AND ALL OTHER AUTHORITIES HAVING JURISDICTION. 4. CONTRACTOR SHALL LEAVE SITE CLEAN AND ORDERLY DURING CONSTRUCTION PROCESS. REMOVE FROM SITE ALL EXCESS MATERIALS, SOIL, DEBRIS AND EQUIPMENT UPON APPROVAL BY ENGINEER/LSP IN ACCORDANCE WITH DEMO AND REMOVALS SPECIFICATION, SOILS SPECIFICATION, AND SOILS MANAGEMENT PLAN. STORE MATERIALS ONLY IN AN APPROVED LOCATION. BID SET EC100 EXISTING CONDITIONS 1" = 30'-0" NOTE: THIS EXISTING CONDITIONS PLAN SHOWS IMPROVEMENTS COMPLETED IN PHASE 1. THESE AREAS ARE NOT AN AS BUILT SURVEY. CONTRACTOR TO VERIFY SITE CONDITIONS IN FIELD. EDGE OF PHASE 1 WORK INDICATED ON THIS PLAN WITH: W W W W W W W W W W W W W E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D DUGOUT DUGOUT BLEACHERS BLEACHERS BASEBALL NETTING BIT. CONC WALK BLEACHERS EOP EOP EOP 9.0 9.4 10.0 9.2 8.2 7.1 7.7 8.8 10.6 10.1 10.2 10.7 11.6 8 8 8 10 9 9 9 10 10 11 10 10 9 OBSERVED EDGE OF WATER BIT. CONC WALK BIT. CONC WALK EOP NOW OR FORMERLY STEVEN LLOYD KENT NOW OR FORMERLY JOHN A. & ANNE C. LINGER NOW OR FORMERLY MUNCHKIN REALTY TRUST JOHN A. LINGER, TR. NOW OR FORMERLY PALMERS COVE YACHT CLUB NOW OR FORMERLY DAVID MACHADO NOW OR FORMERLY TIMOTHY BARNARD NOW OR FORMERLY ROGER LAUSIER NOW OR FORMERLY MICHAEL LEBLANC NOW OR FORMERLY BERTRAM PAUSSARD TW=9.1 TOP STONE WALL=7.0 TOP STONE WALL=7.1 TW=8.6 TOP STONE WALL=7.5 TW=9.1 TOP STONE WALL=7.7 TW=9.2 TOP STONE WALL=7.6 TW=9.1 TW=9.2 TOP STONE WALL=7.4 SALEM STREET (PUBLIC - 40' WIDE) CHASE STREET (PUBLIC - 40' WIDE) N MASSACHUSETTS STATE PLANE COORDINATE SYSTEM (NAD83) TW=9.0 TOP STONE WALL=7.2 TW=9.0 8 9.5 9.7 9.6 11.5 12.1 12.6 GRANITE CURB GRANITE CURB CONCRETE WALL STONE SEA WALL CONCRETE WALL 9 9 8 7 9 8 7 6 8 9 8 12 12 9 10 11 9 7 8 9 9 9 9 8 8 CHAIN LINK FENCE 6' CHAIN LINK FENCE 6' CHAIN LINK FENCE 8' 7.6 8.1 8.1 8.5 8.3 7.7 8.4 8.6 8.9 9.1 9.3 9.2 7.9 9.4 8.8 8.8 9.4 7.6 7.9 7.9 8.3 7.9 7.8 8.4 8.2 7.7 7.8 9.6 9.6 10.7 11.6 12.0 12.5 12.6 12.5 12.5 12.4 12.3 2.1 TOP STONE WALL=7.8 TW=9.1 TOP STONE WALL=7.4 11.4 11.7 T T T 9.6 BASKETBALL COURT 10 10 10 9 8 9 8 9 9 8 8 8 8 9 8 11 9 11 12 12 8 9 12 9 9 8.1 8.0 8.0 8.7 9.4 9 8 8 8 9 9 7 8 9 8 COMMUNITY GARDEN 0 30 60 90 FT LIMIT OF PHASE 1 WORK CONTRACTOR TO VIF ALL DIMENSIONS AND GRADES IN PHASE 1 WORK AREA SYMBOL DESCRIPTION EXISTING CONDITIONS LEGEND DRAIN LINE D PROPERTY LINE EXISTING MINOR CONTOUR 10 EXISTING MAJOR CONTOUR 9 E ELECTRICAL LINE WATER LINE W EXISTING POST LIGHT EXISTING TREES ---PAGE BREAK--- W W W W W W W W W W W W W E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D DUGOUT DUGOUT BLEACHERS BLEACHERS BASEBALL NETTING BIT. CONC WALK BLEACHERS EOP EOP EOP 9.0 9.4 10.0 9.2 8.2 7.1 7.7 8.8 10.6 10.1 10.2 10.7 11.6 8 8 8 10 9 9 9 10 10 11 10 10 9 OBSERVED EDGE OF WATER BIT. CONC WALK BIT. CONC WALK EOP NOW OR FORMERLY STEVEN LLOYD KENT NOW OR FORMERLY JOHN A. & ANNE C. LINGER NOW OR FORMERLY MUNCHKIN REALTY TRUST JOHN A. LINGER, TR. NOW OR FORMERLY DAVID MACHADO NOW OR FORMERLY TIMOTHY BARNARD NOW OR FORMERLY ROGER LAUSIER NOW OR FORMERLY MICHAEL LEBLANC NOW OR FORMERLY BERTRAM PAUSSARD SALEM STREET (PUBLIC - 40' WIDE) CHASE STREET (PUBLIC - 40' WIDE) 8 9.5 9.7 9.6 11.5 12.1 12.6 GRANITE CURB GRANITE CURB CONCRETE WALL STONE SEA WALL CONCRETE WALL 9 9 8 7 9 8 7 6 8 9 8 12 12 9 10 11 9 7 8 9 9 9 9 8 8 CHAIN LINK FENCE 6' CHAIN LINK FENCE 6' CHAIN LINK FENCE 8' 7.6 8.1 8.1 8.5 8.3 7.7 8.4 8.6 8.9 9.1 9.3 9.2 7.9 9.4 8.8 8.8 9.4 7.6 7.9 7.9 8.3 7.9 7.8 8.4 8.2 7.7 7.8 9.6 9.6 10.7 11.6 12.0 12.5 12.6 12.5 12.5 12.4 12.3 2.1 11.4 11.7 T T T 9.6 BASKETBALL COURT 10 10 10 9 8 9 8 9 9 8 8 8 8 9 8 11 9 11 12 12 8 9 12 9 9 8.1 8.0 8.0 8.7 9.4 9 8 8 8 9 9 7 8 9 8 COMMUNITY GARDEN 1 1 2 3 3 4 5 5 8 9 9 9 10 11 11 14 14 14 12 13 13 13 13 10 15 16 16 2 11 3 3 3 2 13 PROTECT EXISTING ASPHALT WALK PROTECT EXISTING CONCRETE PAVING 17 6 7 1 1 18 13 2 2 TYP. 1 PROTECT EXISTING LAWN PROTECT EXISTING LAWN 0 30 60 90 FT DEMOLITION KEY NOTES 1 2 3 4 5 6 PROTECT EXISTING TREES, TYP. STRIP GRASS & VEGETATION FREE OF SOIL. SOIL TO REMAIN IN 1 PLACE OR BE REUSED ON SITE. FOLLOW SOILS SPECIFICATION AND SOIL MANAGEMENT PLAN FOR DISPOSAL OF MATERIALS. REMOVE 4 POST LIGHTS AT BASKETBALL COURT. PROTECT POST LIGHTS AND UNDERGROUND ELECTRIC: 3 AT WATERFRONT, 2 AT LEAVITT ST PARKING LOT. REMOVE CHAIN LINK FENCE AT BASEBALL FIELD, REMOVE FOOTINGS 1' BELOW FINISH GRADE, MINIMUM. 8 REMOVE BASE AND FOOTING OF 3 SPORTS FIELD LIGHTS. POST AND LIGHTS HAVE BEEN REMOVED BY CITY. 9 REMOVE 7 GRANITE STONES AT LEAVITT ST PARKING LOT. SALVAGE FOR REUSE. REMOVE CLAY INFIELD. FOLLOW DEMO AND REMOVALS SPEC., SOILS SPEC., AND SOIL MANAGEMENT PLAN FOR DISPOSAL OF MATERIALS. 10 SAW CUT ASPHALT PAVING, TYP. AT LEAVITT STREET SIDEWALK AND WATERFRONT PATH FROM ON-POINT 11 SALVAGE 4 BLEACHERS FOR RELOCATION 7 REMOVE SPORTS NETTING AT BASEBALL FIELD. DEMOLISH AND DISPOSE OF DUGOUTS. 12 13 MILL PAVEMENT AND PREP TO FEATHER WITH NEW PATH OR EXISTING PARKING LOT. FOLLOW DEMO AND REMOVALS SPEC., SOILS SPEC., AND SOIL MANAGEMENT PLAN FOR DISPOSAL OF MATERIALS. 14 PROTECT EXISTING DRAINAGE STRUCTURES. PROTECT BASKETBALL COURT PREPARE AREA FOR PLANTING PREPARE AREA FOR PLANTING SEDIMENT LOG 15 REMOVE 2 PANELS OF EXISTING CHAIN LINK FENCE AT LEAVITT STREET. 16 ROOT PRUNE TREES PRIOR TO EXCAVATION. FOLLOW SOIL MANAGEMENT PLAN TO MINIMIZE DUST. 17 LOCATE AND CAP EXISTING WATERLINE AT LEAVITT STREET. COORDINATE WITH CITY ENGINEER. NORTHERN SOIL MANAGEMENT ZONE SOUTHERN SOIL MANAGEMENT ZONE 18 REMOVE AND STOCKPILE ASPHALT PAVING AT PARKING LOT SIDEWALK; BASE TO REMAIN. FOLLOW DEMO AND REMOVALS SPEC., SOILS SPEC., AND SOIL MANAGEMENT PLAN FOR DISPOSAL OF MATERIALS. OVERHEAD WIRE TO BE REMOVED AND BURIED REMOVE CLAY INFIELD, TYP. STRIP AND STOCKPILE TOPSOIL - NORTHERN PORTION, TYP. SYMBOL DESCRIPTION SAWCUT PAVING, TYP. REMOVE STRUCTURE, TYP. REMOVE CHAIN LINK FENCE, TYP. SITE PREPARATION AND DEMOLITION LEGEND LIMIT OF WORK REMOVE PAVEMENT, TYP. SEDIMENT LOG PROTECT EXISTING TREE CONSTRUCTION FENCE, TYP. REMOVE SITE ELEMENT, TYP. REMOVE TREE, TYP. PREPARE AREA FOR PLANTING, TYP. STRIP AND STOCKPILE TOPSOIL - SOUTHERN PORTION, TYP. MILL PAVEMENT - PREPARE FOR NEW TOP COAT, TYP. PROPERTY LINE 1 / L500 DETAIL SPEC 2 / L500 015690 312300 312300 024113 024113 024113 024113 024113 311300 024113 024113 329222 312500 3 / L500 015690 STRIP AND STOCKPILE TOPSOIL - REMOVE NORTHERN PORTION EXISTING SOILS TO 12" FROM FINISH GRADE 312300 SALVAGE FOR RE-USE TYP. SOIL MANAGEMENT NOTES: 1. GRASS AND VEGETATION TO BE REMOVED SHALL BE KEPT FREE OF SOIL. 2. ANY ASPHALT OR AGGREGATE BASE TO BE REMOVED SHALL BE KEPT FREE OF SOIL. 3. ALL EXISTING SOIL SHALL BE KEPT ON SITE. ALL SOILS SHALL BE REUSED AS TOPSOIL OR FILL AS APPROPRIATE BASED ON SOIL SPECIFICATIONS AND SOIL MANAGEMENT PLAN. ANY EXISTING SOILS TO BE STOCKPILED ON SITE SHALL BE COVERED. 4. CONTRACTOR TO SCHEDULE PAVEMENT PREPARATION, TREE PIT EXCAVATION, AND FENCE POLE HOLE EXCAVATION TO ALLOW FOR USE OF EXCESS SOILS FOR FILL ON SITE. 5. CONTRACTOR TO ASSUME 770 CUBIC YARDS IN THE NORTHERN SOIL MANAGEMENT ZONE AND 520 CUBIC YARDS IN THE SOUTHERN SOIL MANAGEMENT ZONE OF EXCESS SOIL GENERATED FROM EXCAVATIONS TO BE DISPOSED OF AT FACILITY AS OUTLINED BY THE SOILS MANAGEMENT PLAN. 24-12-PLAN PALMER COVE RENOVATION PHASE 2 SALEM, MA 01970 1804 PROJECT NUMBER: SCALE: DRAWING TITLE: STAMP: PROJECT: CONSULTANTS: DATE: AUGUST 2, 2023 Crowley Cottrell Landscape Architecture, LLC 171 Milk St, Fl 2 Boston, MA 02109 [PHONE REDACTED] www.crowleycottrell.com Revision Electrical Engineer MHarris Design Inc. Michael Harris [PHONE REDACTED] Licensed Site Professional Tighe & Bond, Inc. Todd D. Kirton [PHONE REDACTED] Date No. GENERAL NOTES 1. EXCEPT WHERE NOTED, EXISTING CONDITIONS AND TOPOGRAPHY DATA ARE FROM A SURVEY PREPARED BY MERIDIAN ASSOCIATES - 500 CUMMINGS CENTER, SUITE 5950, BEVERLY MA 01915 - APRIL 25, 2018. WHERE NOTED ON EC-100, EXISTING CONDITIONS ARE BASED ON DESIGN DRAWINGS FROM PHASE 1 OF CONSTRUCTION AND ALL POINTS MUST BE VERIFIED IN FIELD, NO CLAIM IS MADE TO THE ACCURACY OF THESE POINTS. 2. CONTRACTOR SHALL VERIFY LOCATION OF ANY EXISTING UTILITIES AND SERVICES AND PROVIDE PROTECTION DURING CONSTRUCTION. UTILITIES DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED AT CONTRACTORS EXPENSE. 3. CONTRACTOR SHALL OBTAIN PERMITS FOR THE WORK AS REQUIRED AND COMPLY WITH ALL LAWS, ORDINANCES, RULES AND REGULATIONS OF THE LOCAL JURISDICTION, THE STATE, AND ALL OTHER AUTHORITIES HAVING JURISDICTION. 4. CONTRACTOR SHALL LEAVE SITE CLEAN AND ORDERLY DURING CONSTRUCTION PROCESS. REMOVE FROM SITE ALL EXCESS MATERIALS, SOIL, DEBRIS AND EQUIPMENT UPON APPROVAL BY ENGINEER/LSP IN ACCORDANCE WITH DEMO AND REMOVALS SPECIFICATION, SOILS SPECIFICATION, AND SOILS MANAGEMENT PLAN. STORE MATERIALS ONLY IN AN APPROVED LOCATION. BID SET L100 DEMOLITION PLAN 1" = 30'-0" SITE DEMOLITION NOTES 1. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD AND REPORT ANY DISCREPANCIES BETWEEN PLANS AND ACTUAL CONDITIONS TO LANDSCAPE ARCHITECT BEFORE BEGINNING WORK. 2. BUILDING, STRUCTURE, AND PAVING REMOVAL SHALL INCLUDE THE DISCONNECTION AND CAPPING OF ANY UTILITIES, FOOTINGS, SLABS, ASSOCIATED BASE MATERIAL AND SATISFACTORY OFF-SITE DISPOSAL OF ALL DEBRIS PRODUCED THROUGH THE REMOVAL OPERATIONS. FOLLOW SOIL SPECIFICATION AND SOIL MANAGEMENT PLAN FOR PAVING REMOVAL AND DISPOSAL. 3. TREE AND SHRUB REMOVAL SHALL INCLUDE THE FELLING, CUTTING, GRUBBING OUT OF ROOTS AND SATISFACTORY OFF-SITE DISPOSAL OF ALL STUMPS VEGETATIVE AND EXTRANEOUS DEBRIS PRODUCED THROUGH THE REMOVAL OPERATIONS. 4. EXISTING TREES AND SHRUBS TO REMAIN SHALL NOT BE ALTERED UNDER ANY CIRCUMSTANCES AND MUST REMAIN IN THE SAME CONDITION AS OBSERVED PRIOR TO CONSTRUCTION. 5. NO HEAVY MACHINERY IS TO BE USED WITHIN THE ROOT SYSTEM OF EXISTING TREES. EXCAVATION WITHIN ROOT SYSTEM ZONES IS TO BE PERFORMED BY HAND. 6. ANY ITEMS SCHEDULED TO REMAIN WHICH ARE DAMAGED BY CONTRACTOR'S OPERATIONS SHALL BE AT CONTRACTOR'S EXPENSE. 7. ANY ITEMS SCHEDULED TO BE STOCKPILED ON SITE WHICH ARE DAMAGED BY CONTRACTOR'S OPERATIONS SHALL BE AT CONTRACTOR'S EXPENSE. 8. AREA FOR STOCKPILED ITEMS SHALL BE LOCATED BY LANDSCAPE ARCHITECT AND APPROVED BY OWNER PRIOR TO REMOVAL OPERATIONS. 9. CONTRACTOR SHALL LEAVE WORK SITE FREE OF ANY DEBRIS AT THE END OF EACH DAY'S OPERATIONS. ---PAGE BREAK--- T T T A A A A A T NOW OR FORMERLY STEVEN LLOYD KENT NOW OR FORMERLY JOHN A. & ANNE C. LINGER NOW OR FORMERLY MUNCHKIN REALTY TRUST JOHN A. LINGER, TR. NOW OR FORMERLY DAVID MACHADO NOW OR FORMERLY TIMOTHY BARNARD NOW OR FORMERLY ROGER LAUSIER NOW OR FORMERLY MICHAEL LEBLANC NOW OR FORMERLY BERTRAM PAUSSARD SALEM STREET (PUBLIC - 40' WIDE) CHASE STREET (PUBLIC - 40' WIDE) 9.4 0 30 60 90 FT SEE L201 MATERIALS AND LAYOUT ENLARGEMENT PLAN P-CP P-AP P-AP P-VP F-BD F-B1 F-B1 F-B2 LP-1 LP-1 LP-EX S-SB P-CP S-SB P-RT F-T3 LP-1 P-PS F-FE1 P-PS F-FE2 P-PS F-FE3 LP-1 LP-1 P-CP F-FE4 P-PS S-SB S-SB P-GC EXISTING BLEACHERS RELOCATED EXISTING BLEACHERS RELOCATED 6'-0" TYP. 6'-0" TYP. 6'-0" TYP. 5'-10" 10'-0" TYP. 6'-0" TYP. 10'-0" TYP. 10'-0" TYP. 5'-0" TYP. LP-EX LP-EX LP-EX R 5'-0" R 30'-0" R 3'-0" TYP. FREESTANDING CURB 6" GAP EVERY 24' F-B2 BENCH TO BE FURNISHED AND INSTALLED ON EXISTING PAD F-IS F-IS F-IS P-CP (DEDUCT 5) (DEDUCT 3) (DEDUCT 3) BURRIED EXISTING OVERHEAD WIRE (DEDUCT 3) 24-12-PLAN PALMER COVE RENOVATION PHASE 2 SALEM, MA 01970 1804 PROJECT NUMBER: SCALE: DRAWING TITLE: STAMP: PROJECT: CONSULTANTS: DATE: AUGUST 2, 2023 Crowley Cottrell Landscape Architecture, LLC 171 Milk St, Fl 2 Boston, MA 02109 [PHONE REDACTED] www.crowleycottrell.com Revision Electrical Engineer MHarris Design Inc. Michael Harris [PHONE REDACTED] Licensed Site Professional Tighe & Bond, Inc. Todd D. Kirton [PHONE REDACTED] Date No. GENERAL NOTES 1. EXCEPT WHERE NOTED, EXISTING CONDITIONS AND TOPOGRAPHY DATA ARE FROM A SURVEY PREPARED BY MERIDIAN ASSOCIATES - 500 CUMMINGS CENTER, SUITE 5950, BEVERLY MA 01915 - APRIL 25, 2018. WHERE NOTED ON EC-100, EXISTING CONDITIONS ARE BASED ON DESIGN DRAWINGS FROM PHASE 1 OF CONSTRUCTION AND ALL POINTS MUST BE VERIFIED IN FIELD, NO CLAIM IS MADE TO THE ACCURACY OF THESE POINTS. 2. CONTRACTOR SHALL VERIFY LOCATION OF ANY EXISTING UTILITIES AND SERVICES AND PROVIDE PROTECTION DURING CONSTRUCTION. UTILITIES DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED AT CONTRACTORS EXPENSE. 3. CONTRACTOR SHALL OBTAIN PERMITS FOR THE WORK AS REQUIRED AND COMPLY WITH ALL LAWS, ORDINANCES, RULES AND REGULATIONS OF THE LOCAL JURISDICTION, THE STATE, AND ALL OTHER AUTHORITIES HAVING JURISDICTION. 4. CONTRACTOR SHALL LEAVE SITE CLEAN AND ORDERLY DURING CONSTRUCTION PROCESS. REMOVE FROM SITE ALL EXCESS MATERIALS, SOIL, DEBRIS AND EQUIPMENT UPON APPROVAL BY ENGINEER/LSP IN ACCORDANCE WITH DEMO AND REMOVALS SPECIFICATION, SOILS SPECIFICATION, AND SOILS MANAGEMENT PLAN. STORE MATERIALS ONLY IN AN APPROVED LOCATION. BID SET L200 MATERIALS AND LAYOUT PLAN 1" = 30'-0" LIGHTING NOTES 1. GENERAL CONTRACTOR TO PROVIDE AND INSTALL ALL SLEEVING AND CONDUITS FOR ALL ELECTRICAL WORK. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL WIRING, SWITCHES, FIXTURES AND TRANSFORMERS FOR INSTALLATION OF ALL EXTERIOR LIGHTING AND ELECTRICAL WORK. AN AS-BUILT PLAN SHALL BE PRODUCED BY THE CONTRACTOR AFTER FINAL INSTALLATION. 2. LIGHTING DESIGN SHALL BE INSTALLED BY A CERTIFIED LICENSED ELECTRICIAN. INSTALLATION METHODS SHALL COMPLY WITH ALL MANUFACTURERS, STATE AND LOCAL CODE. 3. DOWN LIGHTING ATTACHED TO ANY PLANTINGS OR TREES SHALL BE ATTACHED AS NOT TO HARM OR DISFIGURE THE NORMAL HABIT AND GROWTH OF THE TREE. METHOD OF ATTACHMENT SHALL BE APPROVED BY ARCHITECT. 4. LAMP ADJUSTMENT AND FIXTURE LOCATIONS MUST BE LAID OUT IN FIELD PRIOR TO INSTALLATION FOR LANDSCAPE ARCHITECTS APPROVAL. FINAL LAMP ADJUSTMENT TO TAKE PLACE IN THE FIELD AT NIGHT WITH THE ELECTRICAL CONTRACTOR, LANDSCAPE ARCHITECT AND CLIENT. 5. CONTRACTOR TO CARE FOR ANY PLANTINGS IN AND AROUND LIGHTING INSTALLATION OPERATIONS. ANY DAMAGE TO ROOT ZONES OR LIMBS OF ANY PLANTINGS AND EXISTING TREES MAY RESULT IN REPLACEMENT OF PLANT MATERIAL BY THE CONTRACTOR AND SUBCONTRACTORS. LAYOUT NOTES 1. DO NOT SCALE DRAWINGS. 2. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND LAYOUT DIMENSIONS IN THE FIELD. REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT FOR DESIGN PRIOR TO COMMENCING CONSTRUCTION. 3. STAKE OR OTHERWISE FLAG ALL DESIGN ELEMENTS AND FEATURES IN THE FIELD. OBTAIN LANDSCAPE ARCHITECT'S APPROVAL PRIOR TO COMMENCING CONSTRUCTION. 4. ALL DIMENSIONS FROM STRUCTURE ARE FROM FACE OF FINISH OF EXTERIOR WALL UNLESS OTHERWISE STATED. 5. ALL ANGLES ARE ASSUMED TO BE 90 DEGREES UNLESS OTHERWISE STATED. 6. SEE PLANTING PLANS FOR LOCATION OF TREES AND SHRUBS, PLANTING BEDS AND EXTENT OF SODDING AND SEEDING. 7. DIMENSIONS AT CURBS OF PAVEMENT EDGING ARE GIVEN FROM OUTSIDE FACE OF CURB TO OUTSIDE FACE OF CURB UNLESS OTHERWISE STATED. 8. ANY CHANGES PROPOSED TO DIMENSIONS SHOWN ON THIS DRAWING SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. 9. CONTRACTOR TO ENGAGE SURVEYOR TO LAYOUT CAD PLANS PROVIDED BY LANDSCAPE ARCHITECT. LAYOUT POINTS ARE TO BE STAKED AND REVIEWED IN THE FIELD BY LANDSCAPE ARCHITECT. SYMBOL DESCRIPTION DETAIL REF. SPEC REF. LIGHTING LEGEND EXISTING LIGHT POLE PEDESTRIAN POST LIGHT 6 / L502 265629 BASKETBALL POLE LIGHT TYPE A BASKETBALL POLE LIGHT TYPE B BASKETBALL POLE LIGHT TYPE C BASKETBALL POLE LIGHT TYPE D 265629 265629 265629 265629 LP-EX LP-1 LP-2A LP-2B LP-2C LP-2D SL1 SL1 SL1 SL1 SYMBOL DESCRIPTION CAST-IN-PLACE CONCRETE PAVING - PEDESTRIAN, TYP. DETAIL BENCH, BACKLESS CHAIN LINK FENCING, 10' PICNIC SET 2 BENCH, BACKED SPEC MATERIALS LEGEND PICNIC SET 1 P-CP S-FN GRILL ASPHALT PAVING - PEDESTRIAN P-AP BLEACHERS, (DEDUCT 4) TREE PLANTING IN RESIN BOUND AGGREGATE P-RA BASKETBALL HOOP PLAY SURFACING P-PS FLEXIBLE PAVEMENT P-FP BAR HEIGHT TABLE, (DEDUCT 3) PLAY EQUIPMENT 1 PLAY EQUIPMENT 2 SLACK LINE / HAMMOCK POST SCULPTURE BASE CHAIN LINK SPORTS FENCING, 16' GRANITE CURB P-GC FITNESS EQUIPMENT 1 FITNESS EQUIPMENT 2 FITNESS EQUIPMENT 3 FITNESS EQUIPMENT 4 REINFORCED TURF P-RT TIMBER GUARDRAIL REMOVABLE VEHICULAR BOLLARD WHEEL STOPS, (DEDUCT 6) PAVEMENT STRIPING P-ST DRIFTER BENCH STRUCTURE, (DEDUCT 5) TEAM BENCHES VEHICULAR ASPHALT P-VP 5 / L500 4 / L500 321216 6 / L500 033000 321545.1 6 / L503 321816 9 / L500 7 / L500 321640 321243 321723 7 / L502 323113 1&2 / S100 S100 5 / L502 323113 8 / L502 129300 9 / L502 129300 116816 129300 3 / L501 4 / L501 5 / L501 1 / L502 1 / L501 2 / L501 116816 116816 2 / L503 3 / L503 4 / L503 5 / L503 2 / L505 PROPERTY LINE LIMIT OF WORK PAVING P- SITE STRUCTURES S- FURNISHINGS F- BIKE RACK 7 / L503 TRASH RECEPTACLE 129300 129300 129300 129300 129300 129300 129300 129300 129300 129300 129300 5 / L505 1 / L503 116816 116816 116816 116816 6 / L503 6 / L503 2 / L502 3 / L502 6 / L501 10 / L502 4 / L502 321816 321216 PARK ENTRY SIGN 129300 INTERPRETIVE SIGN 129300 1 / L504 2 / L504 S-SB S-TG S-BL S-WH F-BH F-BL F-B1 F-B2 F-B3 F-BD F-GR F-T1 F-T2 F-T3 F-SP F-BR F-TR F-ES F-IS F-PE1 F-PE2 F-FE1 F-FE2 F-FE3 F-FE4 S-SF ---PAGE BREAK--- A T F-B3 F-B2 F-T1 F-GR P-AP F-BL P-AP F-T2 P-FP LP-1 LP-2C F-PE1 F-PE2 LP-2C S-SB LP-2A 0 10 20 FT P-FP P-RT P-FP S-TG P-PS F-BL F- BH S-FN S-SF F-SP S-WH (13) P-ST S-BL P-VP EX UTILITY POLE; COORDINATE GUY-WIRE RELOCATION EJ EJ EJ EJ EJ EJ ALIGN ALIGN 67'-10" 6'-0" TYP. 10'-0" 14'-0" 6'-0" 6'-0" 10'-10" 5'-7" 20'-0" TYP. 9'-0" TYP. ALIGN 45'-0" 10'-0" SEE FOR PAINT LAYOUT 1 L503 WHITE STRIPING 4" WIDE, 45 DEGREES 18" ON CENTER WHITE STRIPING 4" WIDE 4'-0" 13'-7" P-AP F-BR P-CP ALIGN F-TR P-RA F-B1 F-ES (DEDUCT 6) (DEDUCT 4) P-VP (DEDUCT 7) BURRIED EXISTING OVERHEAD WIRE (DEDUCT 4) 24-12-PLAN PALMER COVE RENOVATION PHASE 2 SALEM, MA 01970 1804 PROJECT NUMBER: SCALE: DRAWING TITLE: STAMP: PROJECT: CONSULTANTS: DATE: AUGUST 2, 2023 Crowley Cottrell Landscape Architecture, LLC 171 Milk St, Fl 2 Boston, MA 02109 [PHONE REDACTED] www.crowleycottrell.com Revision Electrical Engineer MHarris Design Inc. Michael Harris [PHONE REDACTED] Licensed Site Professional Tighe & Bond, Inc. Todd D. Kirton [PHONE REDACTED] Date No. GENERAL NOTES 1. EXCEPT WHERE NOTED, EXISTING CONDITIONS AND TOPOGRAPHY DATA ARE FROM A SURVEY PREPARED BY MERIDIAN ASSOCIATES - 500 CUMMINGS CENTER, SUITE 5950, BEVERLY MA 01915 - APRIL 25, 2018. WHERE NOTED ON EC-100, EXISTING CONDITIONS ARE BASED ON DESIGN DRAWINGS FROM PHASE 1 OF CONSTRUCTION AND ALL POINTS MUST BE VERIFIED IN FIELD, NO CLAIM IS MADE TO THE ACCURACY OF THESE POINTS. 2. CONTRACTOR SHALL VERIFY LOCATION OF ANY EXISTING UTILITIES AND SERVICES AND PROVIDE PROTECTION DURING CONSTRUCTION. UTILITIES DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED AT CONTRACTORS EXPENSE. 3. CONTRACTOR SHALL OBTAIN PERMITS FOR THE WORK AS REQUIRED AND COMPLY WITH ALL LAWS, ORDINANCES, RULES AND REGULATIONS OF THE LOCAL JURISDICTION, THE STATE, AND ALL OTHER AUTHORITIES HAVING JURISDICTION. 4. CONTRACTOR SHALL LEAVE SITE CLEAN AND ORDERLY DURING CONSTRUCTION PROCESS. REMOVE FROM SITE ALL EXCESS MATERIALS, SOIL, DEBRIS AND EQUIPMENT UPON APPROVAL BY ENGINEER/LSP IN ACCORDANCE WITH DEMO AND REMOVALS SPECIFICATION, SOILS SPECIFICATION, AND SOILS MANAGEMENT PLAN. STORE MATERIALS ONLY IN AN APPROVED LOCATION. BID SET L201 MATERIALS AND LAYOUT ENLARGEMENT PLAN 1" = 10'-0" LIGHTING NOTES 1. GENERAL CONTRACTOR TO PROVIDE AND INSTALL ALL SLEEVING AND CONDUITS FOR ALL ELECTRICAL WORK. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL WIRING, SWITCHES, FIXTURES AND TRANSFORMERS FOR INSTALLATION OF ALL EXTERIOR LIGHTING AND ELECTRICAL WORK. AN AS-BUILT PLAN SHALL BE PRODUCED BY THE CONTRACTOR AFTER FINAL INSTALLATION. 2. LIGHTING DESIGN SHALL BE INSTALLED BY A CERTIFIED LICENSED ELECTRICIAN. INSTALLATION METHODS SHALL COMPLY WITH ALL MANUFACTURERS, STATE AND LOCAL CODE. 3. DOWN LIGHTING ATTACHED TO ANY PLANTINGS OR TREES SHALL BE ATTACHED AS NOT TO HARM OR DISFIGURE THE NORMAL HABIT AND GROWTH OF THE TREE. METHOD OF ATTACHMENT SHALL BE APPROVED BY ARCHITECT. 4. LAMP ADJUSTMENT AND FIXTURE LOCATIONS MUST BE LAID OUT IN FIELD PRIOR TO INSTALLATION FOR LANDSCAPE ARCHITECTS APPROVAL. FINAL LAMP ADJUSTMENT TO TAKE PLACE IN THE FIELD AT NIGHT WITH THE ELECTRICAL CONTRACTOR, LANDSCAPE ARCHITECT AND CLIENT. 5. CONTRACTOR TO CARE FOR ANY PLANTINGS IN AND AROUND LIGHTING INSTALLATION OPERATIONS. ANY DAMAGE TO ROOT ZONES OR LIMBS OF ANY PLANTINGS AND EXISTING TREES MAY RESULT IN REPLACEMENT OF PLANT MATERIAL BY THE CONTRACTOR AND SUBCONTRACTORS. LAYOUT NOTES 1. DO NOT SCALE DRAWINGS. 2. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND LAYOUT DIMENSIONS IN THE FIELD. REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT FOR DESIGN PRIOR TO COMMENCING CONSTRUCTION. 3. STAKE OR OTHERWISE FLAG ALL DESIGN ELEMENTS AND FEATURES IN THE FIELD. OBTAIN LANDSCAPE ARCHITECT'S APPROVAL PRIOR TO COMMENCING CONSTRUCTION. 4. ALL DIMENSIONS FROM STRUCTURE ARE FROM FACE OF FINISH OF EXTERIOR WALL UNLESS OTHERWISE STATED. 5. ALL ANGLES ARE ASSUMED TO BE 90 DEGREES UNLESS OTHERWISE STATED. 6. SEE PLANTING PLANS FOR LOCATION OF TREES AND SHRUBS, PLANTING BEDS AND EXTENT OF SODDING AND SEEDING. 7. DIMENSIONS AT CURBS OF PAVEMENT EDGING ARE GIVEN FROM OUTSIDE FACE OF CURB TO OUTSIDE FACE OF CURB UNLESS OTHERWISE STATED. 8. ANY CHANGES PROPOSED TO DIMENSIONS SHOWN ON THIS DRAWING SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. 9. CONTRACTOR TO ENGAGE SURVEYOR TO LAYOUT CAD PLANS PROVIDED BY LANDSCAPE ARCHITECT. LAYOUT POINTS ARE TO BE STAKED AND REVIEWED IN THE FIELD BY LANDSCAPE ARCHITECT. SYMBOL DESCRIPTION DETAIL REF. SPEC REF. LIGHTING LEGEND EXISTING LIGHT POLE PEDESTRIAN POST LIGHT 6 / L502 265629 BASKETBALL POLE LIGHT TYPE A BASKETBALL POLE LIGHT TYPE B BASKETBALL POLE LIGHT TYPE C BASKETBALL POLE LIGHT TYPE D 265629 265629 265629 265629 LP-EX LP-1 LP-2A LP-2B LP-2C LP-2D SL1 SL1 SL1 SL1 SYMBOL DESCRIPTION CAST-IN-PLACE CONCRETE PAVING - PEDESTRIAN, TYP. DETAIL BENCH, BACKLESS CHAIN LINK FENCING, 10' PICNIC SET 2 BENCH, BACKED SPEC MATERIALS LEGEND PICNIC SET 1 P-CP S-FN GRILL ASPHALT PAVING - PEDESTRIAN P-AP BLEACHERS, (DEDUCT 4) TREE PLANTING IN RESIN BOUND AGGREGATE P-RA BASKETBALL HOOP PLAY SURFACING P-PS FLEXIBLE PAVEMENT P-FP BAR HEIGHT TABLE, (DEDUCT 3) PLAY EQUIPMENT 1 PLAY EQUIPMENT 2 SLACK LINE / HAMMOCK POST SCULPTURE BASE CHAIN LINK SPORTS FENCING, 16' GRANITE CURB P-GC FITNESS EQUIPMENT 1 FITNESS EQUIPMENT 2 FITNESS EQUIPMENT 3 FITNESS EQUIPMENT 4 REINFORCED TURF P-RT TIMBER GUARDRAIL REMOVABLE VEHICULAR BOLLARD WHEEL STOPS, (DEDUCT 6) PAVEMENT STRIPING P-ST DRIFTER BENCH STRUCTURE, (DEDUCT 5) TEAM BENCHES VEHICULAR ASPHALT P-VP 5 / L500 4 / L500 321216 6 / L500 033000 321545.1 6 / L503 321816 9 / L500 7 / L500 321640 321243 321723 7 / L502 323113 1&2 / S100 S100 5 / L502 323113 8 / L502 129300 9 / L502 129300 116816 129300 3 / L501 4 / L501 5 / L501 1 / L502 1 / L501 2 / L501 116816 116816 2 / L503 3 / L503 4 / L503 5 / L503 2 / L505 PROPERTY LINE LIMIT OF WORK PAVING P- SITE STRUCTURES S- FURNISHINGS F- BIKE RACK 7 / L503 TRASH RECEPTACLE 129300 129300 129300 129300 129300 129300 129300 129300 129300 129300 129300 5 / L505 1 / L503 116816 116816 116816 116816 6 / L503 6 / L503 2 / L502 3 / L502 6 / L501 10 / L502 4 / L502 321816 321216 PARK ENTRY SIGN 129300 INTERPRETIVE SIGN 129300 1 / L504 2 / L504 S-SB S-TG S-BL S-WH F-BH F-BL F-B1 F-B2 F-B3 F-BD F-GR F-T1 F-T2 F-T3 F-SP F-BR F-TR F-ES F-IS F-PE1 F-PE2 F-FE1 F-FE2 F-FE3 F-FE4 S-SF ---PAGE BREAK--- EOP EOP EOP 9.0 9.4 10.0 9.2 8.2 7.1 7.7 8.8 10.6 10.1 10.2 10.7 11.6 8 8 8 10 9 9 9 10 10 11 10 10 9 OBSERVED E OF WATER BIT. CONC WALK BIT. CONC WALK EOP NOW OR FORMERLY STEVEN LLOYD KENT NOW OR FORMERLY JOHN A. & ANNE C. LINGER NOW OR FORMERLY MUNCHKIN REALTY TRUST JOHN A. LINGER, TR. NOW OR FORMERLY DAVID MACHADO NOW OR FORMERLY TIMOTHY BARNARD NOW OR FORMERLY ROGER LAUSIER NOW OR FORMERLY MICHAEL LEBLANC NOW OR FORMERLY BERTRAM PAUSSARD SALEM STREET (PUBLIC - 40' WIDE) CHASE STREET (PUBLIC - 40' WIDE) 8 9.5 9.7 9.6 11.5 12.1 12.6 GRANITE CURB GRANITE CURB CONCR WALL STONE SEA WALL 8.9 9.4 9.2 8.8 8.9 9.8 CONCRETE WALL 9 9 8 7 9 8 7 6 8 9 8 12 12 9 10 11 9 7 8 9 9 9 9 8 8 CHAIN LINK FENCE 6' CHAIN LINK FENCE 6' CHAIN LINK FENCE 8' 7.6 8.1 8.1 8.5 8.3 7.7 8.4 8.6 8.9 9.1 9.3 9.2 7.9 9.4 8.8 8.8 9.4 8.2 7.7 7.4 8.3 9.1 8.9 8.6 8.5 8.3 8.5 8.4 8.4 8.3 8.9 8.5 8.7 7.6 7.9 7.9 8.3 7.9 7.8 8.4 8.2 7.7 7.8 8.7 8.3 8.7 8.2 11.2 11.5 9.8 9.4 9.6 9.6 10.7 11.6 12.0 12.5 12.6 12.5 12.5 12.4 12.3 2.1 11.4 11.7 10.0 9.5 9.7 9.6 BASKETBALL COURT 10 10 10 9 8 9 8 9 9 8 8 8 8 9 8 11 9 11 12 12 8 9 12 9 9 8.1 8.0 8.0 8.7 9.4 9 8 8 8 9 9 7 8 9 8 COMMUNITY GARDEN T 10 10 9 9 8 8 9 9 8 10 HP / 10.70 8 8 LP / 7.65± 8 8 8 TYP. 1.5% TYP. 1.5% TYP. 1.5% TYP. 1.5% TYP. 1.5% 0.5% MIN. 2.0% MAX. 0.5% MIN. 2.0% MAX. PITCH TO DRAIN TYP. PITCH TO DRAIN TYP. TYP. 1.5% 0.5% MIN. 2.0% MAX. 8.50 9.50 9.90 LP / 8.65 TC / 8.77 TC / 8.78 TC / 8.75 BC / 7.80 BC / 7.85 BC / 8.25 D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D 0 30 60 90 FT DRAIN PIPE LOCATION APPROXIMATE, VIF, TYP EXISTING DRAIN TO REMAIN EXISTING MANHOLE TO REMAIN EXISTING MANHOLE TO REMAIN SWALE CENTER LINE END OF CURB FLUSH WITH PAVEMENT END OF CURB FLUSH WITH PAVEMENT 24-12-PLAN PALMER COVE RENOVATION PHASE 2 SALEM, MA 01970 1804 PROJECT NUMBER: SCALE: DRAWING TITLE: STAMP: PROJECT: CONSULTANTS: DATE: AUGUST 2, 2023 Crowley Cottrell Landscape Architecture, LLC 171 Milk St, Fl 2 Boston, MA 02109 [PHONE REDACTED] www.crowleycottrell.com Revision Electrical Engineer MHarris Design Inc. Michael Harris [PHONE REDACTED] Licensed Site Professional Tighe & Bond, Inc. Todd D. Kirton [PHONE REDACTED] Date No. GENERAL NOTES 1. EXCEPT WHERE NOTED, EXISTING CONDITIONS AND TOPOGRAPHY DATA ARE FROM A SURVEY PREPARED BY MERIDIAN ASSOCIATES - 500 CUMMINGS CENTER, SUITE 5950, BEVERLY MA 01915 - APRIL 25, 2018. WHERE NOTED ON EC-100, EXISTING CONDITIONS ARE BASED ON DESIGN DRAWINGS FROM PHASE 1 OF CONSTRUCTION AND ALL POINTS MUST BE VERIFIED IN FIELD, NO CLAIM IS MADE TO THE ACCURACY OF THESE POINTS. 2. CONTRACTOR SHALL VERIFY LOCATION OF ANY EXISTING UTILITIES AND SERVICES AND PROVIDE PROTECTION DURING CONSTRUCTION. UTILITIES DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED AT CONTRACTORS EXPENSE. 3. CONTRACTOR SHALL OBTAIN PERMITS FOR THE WORK AS REQUIRED AND COMPLY WITH ALL LAWS, ORDINANCES, RULES AND REGULATIONS OF THE LOCAL JURISDICTION, THE STATE, AND ALL OTHER AUTHORITIES HAVING JURISDICTION. 4. CONTRACTOR SHALL LEAVE SITE CLEAN AND ORDERLY DURING CONSTRUCTION PROCESS. REMOVE FROM SITE ALL EXCESS MATERIALS, SOIL, DEBRIS AND EQUIPMENT UPON APPROVAL BY ENGINEER/LSP IN ACCORDANCE WITH DEMO AND REMOVALS SPECIFICATION, SOILS SPECIFICATION, AND SOILS MANAGEMENT PLAN. STORE MATERIALS ONLY IN AN APPROVED LOCATION. BID SET L300 GRADING PLAN 1" = 30'-0" GRADING NOTES 1. CONTRACTOR SHALL VERIFY ALL EXISTING GRADES IN THE FIELD AND REPORT ANY DISCREPANCIES IMMEDIATELY TO THE LANDSCAPE ARCHITECT. 2. STAKE PROPOSED FINISH GRADE AND CUT/FILLS OF EXISTING GRADE IN THE FIELD. OBTAIN LANDSCAPE ARCHITECT'S APPROVAL PRIOR TO COMMENCING CONSTRUCTION. 3. SLOPE AWAY FROM ALL BUILDINGS. 4. PROVIDE VERTICAL CURVES OR ROUNDINGS AT ABRUPT CHANGES IN GRADE UNLESS OTHERWISE NOTED. BLEND NEW EARTHWORK SMOOTHLY INTO EXISTING GRADES. 5. MAINTAIN EXISTING GRADES AT EXISTING PLANT MATERIAL TO REMAIN 6. GRADE SURFACES TO ASSURE POSITIVE DRAINAGE FROM ALL STRUCTURES AND TO PREVENT PONDING OF SURFACE DRAINAGE. 7. ALL FILL MATERIAL IS SUBJECT TO APPROVAL BY LANDSCAPE ARCHITECT. 8. PITCH EVENLY BETWEEN SPOT GRADES. ALL PAVED AREAS MUST PITCH TO DRAIN AT A MINIMUM OF 1/8” PER FOOT AND NOT EXCEED 5% RUNNING SLOPE. ANY DISCREPANCIES NOT ALLOWING THIS TO OCCUR SHALL BE REPORTED TO THE LANDSCAPE ARCHITECT PRIOR TO CONTINUING WORK. 9. ONCE GRADING OPERATIONS ARE COMPLETED, ALL DISTURBED AREAS WITHIN OR OUTSIDE OF THE LIMITS OF WORK SHALL BE STABILIZED BY FINE GRADING AND SEEDING OR MULCHING AS DIRECTED BY THE LANDSCAPE ARCHITECT. 10. ALL EROSION CONTROL MEASURES ARE TO BE CONSTRUCTED TO MEET FIELD CONDITIONS AT THE TIME OF CONSTRUCTION AND PRIOR TO ANY GRADING OR DISTURBANCE OF EXISTING MATERIAL ON BALANCE OF SITE. PROPOSED MAJOR CONTOUR EXISTING MINOR CONTOUR 2.0% 10 EXISTING MAJOR CONTOUR GRADE BREAK, RIDGE LINE, INTERSECT PLANAR SURFACES SPOT ELEVATION SLOPES (ARROW POINTS DOWNSLOPE) PROPOSED MINOR CONTOUR GRADING LEGEND SYMBOL DESCRIPTION 9 FLUSH CONDITION 10 9.10' PROPERTY LINE LIMIT OF WORK 9 SOIL MANAGEMENT NOTES: 1. GRASS AND VEGETATION TO BE REMOVED SHALL BE KEPT FREE OF SOIL. 2. ANY ASPHALT OR AGGREGATE BASE TO BE REMOVED SHALL BE KEPT FREE OF SOIL. 3. ALL EXISTING SOIL SHALL BE KEPT ON SITE. ALL SOILS SHALL BE REUSED AS TOPSOIL OR FILL AS APPROPRIATE BASED ON SOIL SPECIFICATIONS AND SOIL MANAGEMENT PLAN. ANY EXISTING SOILS TO BE STOCKPILED ON SITE SHALL BE COVERED. 4. CONTRACTOR TO SCHEDULE PAVEMENT PREPARATION, TREE PIT EXCAVATION, AND FENCE POLE HOLE EXCAVATION TO ALLOW FOR USE OF EXCESS SOILS FOR FILL ON SITE. 5. CONTRACTOR TO ASSUME 770 CUBIC YARDS IN THE NORTHERN SOIL MANAGEMENT ZONE AND 520 CUBIC YARDS IN THE SOUTHERN SOIL MANAGEMENT ZONE OF EXCESS SOIL GENERATED FROM EXCAVATIONS TO BE DIPOSED OF AT FACILITY AS OUTLINED BY THE SOILS MANAGEMENT PLAN. ---PAGE BREAK--- T T T 9.6 BASKETBALL COURT 10 10 10 9 8 9 8 9 9 8 8 8 8 9 8 11 9 11 12 12 8 9 12 9 9 8.1 8.0 8.0 8.7 9.4 9 8 8 8 9 9 7 8 9 8 COMMUNITY GARDEN D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D EOP EOP EOP 8 8 8 10 9 9 9 10 10 11 10 10 9 OBSERVED E OF WATER BIT. CONC WALK BIT. CONC WALK EOP NOW OR FORMERLY STEVEN LLOYD KENT NOW OR FORMERLY JOHN A. & ANNE C. LINGER NOW OR FORMERLY MUNCHKIN REALTY TRUST JOHN A. LINGER, TR. NOW OR FORMERLY DAVID MACHADO NOW OR FORMERLY TIMOTHY BARNARD NOW OR FORMERLY ROGER LAUSIER NOW OR FORMERLY MICHAEL LEBLANC NOW OR FORMERLY BERTRAM PAUSSARD SALEM STREET (PUBLIC - 40' WIDE) CHASE STREET (PUBLIC - 40' WIDE) 8 9.5 9.7 9.6 11.5 12.1 12.6 GRANITE CURB GRANITE CURB CONCR WALL STONE SEA WALL CONCRETE WALL 9 9 8 7 9 8 7 6 8 9 8 12 12 9 10 11 9 7 8 9 9 9 8 8 CHAIN LINK FENCE 6' CHAIN LINK FENCE 6' CHAIN LINK FENCE 8' 9.4 11.4 11.7 A A A A A T 10 10 9 9 8 8 9 9 8 10 8 8 8 8 8 SN PLG PLG (33) PLG (73) THC (13) CR (46) THC (11) PV (32) SN THC CR (37) THC (13) THC SN PV (30) PV (35) QA QA QA QA QA AR AR AR AR AR QA CK AR AC AC AC AC AR MG MG MG MG MG MG MG MG MG MG KD KD KD LS LS LS LS LT UA UA UA UA UA UA UA UA UA 0 30 60 90 FT LN CG CG CG CG LN LN LN LN LN IRRIGATION CONNECTION AT EXISTING WATER CABINET LIMIT OF PLAY FIELD IRRIGATION AREA DRAIN LINE LOCATIONS TO BE STAKED PRIOR TO TREE LAYOUT PROTECT EXISTING LAWN RT RT AREA TO INCLUDE ORANGE SNOW FENCING 12" FROM FINISHED SURFACE (DEDUCT 8) (DEDUCT 1) (DEDUCT 1) Botanical Name Common Name Indicator NEW ENGLAND WETLAND PLANTS, INC New England Coastal Salt Tolerant Grass Mix 820 WEST STREET, AMHERST, MA 01002 PHONE: [PHONE REDACTED] FAX [PHONE REDACTED] EMAIL: [EMAIL REDACTED] WEB ADDRESS: WWW.NEWP.COM Elymus canadensis Canada Wild Rye FACU+ Festuca rubra Red Fescue FACU Panicum amarum Atlantic Coastal Panic Grass FACU- Andropogon gerardii Big Bluestem FAC Sorghastrum nutans Indian Grass UPL Panicum virgatum Switch Grass FAC Juncus tenuis Path Rush FAC The New England Coastal Salt Tolerant Seed Mix contains a selection of native grasses that tolerate salty conditions. This mix is appropriate for drier coastal areas that receive salt spray or mist. Always apply on clean bare soil. The mix may be applied by hydro-seeding, by mechanical spreader, or on small sites it can be spread by hand. rake, or roll to ensure proper seed to soil contact. Best results are obtained with a Spring seeding. Late Spring and early Summer seeding will benefit with a light mulching of weed-free straw to conserve moisture. If conditions are drier than usual, watering may be required. Late Fall and Winter dormant seeding require an increase in the seeding rate. Fertilization is not required unless the soils are particularly infertile. Preparation of a clean weed free soil surface is necessary for optimal results. PRICE PER LB. $26.00 MIN. QUANITY 4 $104.00 TOTAL: APPLY: 35 LBS/ACRE :1250 sq ft/lb LBS. New England Wetland Plants, Inc. may modify seed mixes at any time depending upon seed availability. The design criteria and ecological function of the mix will remain unchanged. Price is $/bulk pound, FOB warehouse, Plus SH and applicable taxes. 24-12-PLAN PALMER COVE RENOVATION PHASE 2 SALEM, MA 01970 1804 PROJECT NUMBER: SCALE: DRAWING TITLE: STAMP: PROJECT: CONSULTANTS: DATE: AUGUST 2, 2023 Crowley Cottrell Landscape Architecture, LLC 171 Milk St, Fl 2 Boston, MA 02109 [PHONE REDACTED] www.crowleycottrell.com Revision Electrical Engineer MHarris Design Inc. Michael Harris [PHONE REDACTED] Licensed Site Professional Tighe & Bond, Inc. Todd D. Kirton [PHONE REDACTED] Date No. GENERAL NOTES 1. EXCEPT WHERE NOTED, EXISTING CONDITIONS AND TOPOGRAPHY DATA ARE FROM A SURVEY PREPARED BY MERIDIAN ASSOCIATES - 500 CUMMINGS CENTER, SUITE 5950, BEVERLY MA 01915 - APRIL 25, 2018. WHERE NOTED ON EC-100, EXISTING CONDITIONS ARE BASED ON DESIGN DRAWINGS FROM PHASE 1 OF CONSTRUCTION AND ALL POINTS MUST BE VERIFIED IN FIELD, NO CLAIM IS MADE TO THE ACCURACY OF THESE POINTS. 2. CONTRACTOR SHALL VERIFY LOCATION OF ANY EXISTING UTILITIES AND SERVICES AND PROVIDE PROTECTION DURING CONSTRUCTION. UTILITIES DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED AT CONTRACTORS EXPENSE. 3. CONTRACTOR SHALL OBTAIN PERMITS FOR THE WORK AS REQUIRED AND COMPLY WITH ALL LAWS, ORDINANCES, RULES AND REGULATIONS OF THE LOCAL JURISDICTION, THE STATE, AND ALL OTHER AUTHORITIES HAVING JURISDICTION. 4. CONTRACTOR SHALL LEAVE SITE CLEAN AND ORDERLY DURING CONSTRUCTION PROCESS. REMOVE FROM SITE ALL EXCESS MATERIALS, SOIL, DEBRIS AND EQUIPMENT UPON APPROVAL BY ENGINEER/LSP IN ACCORDANCE WITH DEMO AND REMOVALS SPECIFICATION, SOILS SPECIFICATION, AND SOILS MANAGEMENT PLAN. STORE MATERIALS ONLY IN AN APPROVED LOCATION. BID SET L400 PLANTING PLAN 1" = 30'-0" PLANTING NOTES 1. THE CONTRACTOR SHALL SUPPLY ALL PLANT MATERIAL IN QUANTITIES SUFFICIENT TO COMPLETE THE PLANTING SHOWN ON ALL DRAWINGS. 2. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD. REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT FOR DESIGN PRIOR TO COMMENCING PLANTING. 3. ALL PLANT MATERIAL SHALL CONFORM TO THE GUIDELINES ESTABLISHED BY “THE AMERICAN STANDARD FOR NURSERY STOCK” PUBLISHED BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION, LATEST EDITION. 4. ALL PLANTS SHALL BE BALLED AND BURLAP UNLESS OTHERWISE NOTED ON THE PLANT LIST. 5. ALL PLANTS SHALL BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO THEIR INSTALLATION AT THE SITE. 6. CONTRACTOR SHALL STAKE ALL PLANT LOCATIONS IN THE FIELD. OBTAIN APPROVAL OF LANDSCAPE ARCHITECT BEFORE STARTING PLANT INSTALLATIONS. 7. PLANTS TO BE TRANSPLANTED SHALL BE FLAGGED AND EXACT PLANTING LOCATIONS STAKED IN THE FIELD. 8. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES ARE TO BE FINE GRADED AND SEEDED. IRRIGATION NOTES 1. IRRIGATION SYSTEM TO BE DESIGN / BUILD. IRRIGATION COMPANY AND DESIGN TO BE APPROVED BY LANDSCAPE ARCHITECT; PROVIDE PLAN FOR APPROVAL BEFORE INSTALLATION BEGINS. 2. AN AS-BUILT PLAN SHALL BE PRODUCED BY THE CONTRACTOR AFTER FINAL INSTALLATION WHICH INCLUDES SLEEVE LOCATIONS, ZONE INFORMATION AND OPERATION INSTRUCTIONS. 3. INSTALLATION METHODS SHALL COMPLY WITH ALL MANUFACTURER, STATE AND LOCAL CODE. 4. CONTRACTOR TO PROVIDE IRRIGATION SLEEVES UNDER PAVED AREAS. 5. CONTRACTOR SHALL TEST DYNAMIC PRESSURE BEFORE STARTING WORK, REPORT ANY DEVIATION FROM PRESSURE REQUIRED TO LANDSCAPE ARCHITECT BEFORE CONTINUING. 6. COORDINATE LOCATION OF ALL EXISTING AND FUTURE UTILITIES ON SITE AND CONTACT PROPER AUTHORITIES AND UTILITY COMPANIES BEFORE START OF WORK. 7. ANY AND ALL MATERIAL SUBSTITUTIONS WHICH VARY FROM THE SPECIFIED PRODUCTS MUST BE SUBMITTED TO LANDSCAPE ARCHITECT FOR APPROVAL AS PART OF THE SUBMITTAL PROCESS. 8. CONTRACTOR TO CARE FOR ANY PLANTINGS IN AND AROUND IRRIGATION INSTALLATION OPERATIONS. ANY DAMAGE TO ROOT ZONES OR LIMBS OF ANY PLANTINGS AND EXISTING TREES MAY RESULT IN REPLACEMENT OF PLANT MATERIAL BY CONTRACTOR. SYMBOL DESCRIPTION PROPERTY LINE SEEDED LAWN AF PROPOSED TREE DETAIL REF. SPEC REF. LN PLANT I.D. PLANTING LEGEND PERENNIALS SN PLANT I.D. 4 / L504 1 / L504 3 / L504 329200 329300 329300 LIMIT OF WORK CG SEEDED COSTAL GRASS MIX 6 / L504 329222 RT REINFORCED TURF 5 / L504 321243 PLANT LIST ID QTY BOTANICAL NAME COMMON NAME SIZE NOTES TREES AC 4 Amelanchier canadensis Shadblow Serviceberry 10-12' HT. B&B AR 7 Acer rubrum Red Maple 3-3.5" cal. B&B CK 1 Cladrastis kentukea Kentucky Yellowwood 3-3.5" cal. B&B KD 3 Cornus kousa Kousa Dogwood 12'-14' HT. B&B LS 4 Liquidambar styraciflua Sweet Gum 3.5"-4" cal. B&B LT 1 Liriodendron tulipifera Tulip Tree 3.5"-4" cal. B&B MG 10 Metasequoia Dawn Redwood 3.5"-4" cal. B&B QA 6 Quercus alba White Oak 3.5"-4" cal. B&B UA 9 Ulmus americana 'Princeton' Princeton Elm 3"-3.5" cal. B&B PERENNIALS CR 83 Elymus Canadensis Canada Rye #1 CONT. PLG 109 Eragrostis spectabilis Purple Lovegrass #1 CONT. PV 97 Panicum virgatum #1 CONT. SN 12 Sorghastrum nutans Indian Grass #2 CONT. THC 54 Coreopsis rosea Threadleaf Coreopsis #1 CONT. 0 SEEDING CG 18,261 SQ FT NEW ENGLAND COSTAL SALT TOLERANT GRASS MIX LN 135,352 SQ FT AERATE AND OVERSEED LAWN ---PAGE BREAK--- ZIP TIE AROUND LOG AND BASE OF FENCE SEDIMENT LOG, SEE DEMO PLAN FOR EXTENTS COMPACTED BACKFILL MATERIAL SHEET FLOW UNDISTURBED GROUND SECTION A NTS COMPACTED FILL OR UNDISTURBED SUBGRADE 2 1/2" 6" 6" 4" COMPACTED AGGREGATE BASE BIT. CONCRETE BINDER COURSE ADJACENT CONDITION VARIES SECTION 1 1/2" BIT. CONCRETE TOP COURSE ASHPALT PAVING - PEDESTRIAN (P-AP) Scale: 1 1/2" = 1'-0" 4 BIT. CONCRETE TOP COURSE BIT. CONCRETE BINDER COURSE COMPACTED AGGREGATE BASE COMPACTED FILL OR UNDISTURBED SUBGRADE ABUT BIT. CONCRETE TO ADJACENT PAVING ADJACENT CONDITION VARIES 1 1/2" 2 1/2" 8" 4" 6 1/8" SECTION 8" ASHPALT PAVING-VEHICULAR (P-VP) Scale: 1 1/2" = 1'-0" 5 4" 8" 4" TYP. 1 1 TYP. 6" 1 1 WWF 6X6 W1.4 X W1.4 COMPACTED AGGREGATE BASE COMPACTED SUBGRADE ADJACENT CONDITION VARIES CONCRETE HAUNCH ON ALL EDGES LIGHT BROOM FINISH PERPENDICULAR TO WALK DIRECTION. SEE MATERIALS PLANS FOR EXPANSION AND SCORE JOINTING. MIN. EQ EQ CONCRETE MIX COLOR TINT VARIES, SEE MATERIALS PLAN. CONCRETE PAVING - PEDESTRIAN, TYP. (P-CP) Scale: 1" = 1'-0" 6 3/8" BACKER ROD COMPRESSIBLE FILLER THROUGH FULL DEPTH OF SLAB EXPANSION JOINT, (30'-0" MAX) SEALANT SLEEVE DOWEL EXPANSION JOINT SAWN JOINT - SEE PLAN FOR SPACING 1/8" CONTROL JOINT, SAW CUT 1" DIA. SS DOWEL AT 12" O.C. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR SIZE AND SPACING EQ. EQ. VARIES COMPACTED SUBGRADE ADJACENT CONDITION VARIES COMPACTED AGGREGATE CONCRETE HAUNCH ADJACENT CONDITION VARIES, MATERIALS PLAN GRANITE CURB 6" TYP. 1'-0" 6" SECTION 6" 6" GRANITE CURB (P-GC) Scale: 1" = 1'-0" 7 NOTED L500 COMPACTED FILL OR UNDISTURBED SUBGRADE COMPACTED AGGREGATE FINISHED GRADE OF POROUS RUBBER WEARING SURFACE (THICKNESS PER MFR.) RUBBER BASE COURSE, DEPTH AS REQUIRED BY MFR FOR PLAY EQUIPMENT FALL HEIGHT ADJACENT PAVING SEE MATERIALS PLANS TOE-IN TOP COURSE (THICKEN TO FULL DEPTH) WHERE RUBBER ABUTS PAVING OR CURB 10" MIN. 2" 45º TYP. PAVING ADJACENT NOTE: 1. ORANGE SNOW FENCING TO BE USED AS DEMARCATION LAYER BENEATH SURFACING ORANGE SNOW FENCE PLAY SURFACING (P-PS) Scale: 1" = 1'-0" 8 EXISTING TREE DRIP LINE 2 x 4’s O.C. MAX) ORANGE “SAFETY FENCE” HT.) TO BE SECURED IN 3 PLACES TO EACH STAKE VARIES 4'-0" 18" MIN. 2 X 4’s TO BE DRIVEN 18-24” INTO THE GROUND O.C. MAX) NOTES: 1. MAINTAIN FENCE PROTECTION IN SOUND CONDITION UNTIL PROJECT COMPLETION. 2. PROTECTIVE FENCE TO RUN OUTSIDE DRIPLINE UNLESS OTHERWISE REQIRED TO INSTALL IMPROVEMENTS. SPRAY OR STAKE LAYOUT OF ALL PROPOSED PAVING EDGES AND SITE FEATURES WITHIN THE DRIPLINE OF EXISTING TREES BEFORE BEGINNING ANY DEMOLITION WORK OR REMOVE EXISTING MATERIAL IN ORDER TO DETERMINE MAXIMUM EXTENTS OF SITE FENCING. 3. LAYOUT SHOWN ABOVE IS DIAGRAMMATIC ONLY. 4. LANDSCAPE ARCHITECT AND CITY OF SALEM TO APPROVE FENCE PLACEMENT IN FIELD BEFORE CONSTRUCTION BEGINS. PROTECT EXISTING TREE Scale: 1/2" = 1'-0" 1 CONSTRUCTION CHAIN LINK FENCING SEDIMENT LOG, SEE DEMO PLAN FOR EXTENTS SEDIMENT LOG TO BE SECURED WITH ZIPTIES EVERY 2'-0" 6'-0" 10'-0" MAX A ELEVATION MOVABLE CONCRETE BASE CONSTRUCTION FENCING Scale: 3/8" = 1'-0" 2 9"Ø SEDIMENT LOG CONTINUOUSLY BUTTED TOGETHER 3" 2" x 2" x 4'-6" STAKES AT 8'-0" SPACING FLOW SEDIMENT LOG Scale: 1/2" = 1'-0" 3 UNDISTURBED SUBGRADE 3/4" CLEAN COURSE COMPACTED AGGREGATE BASE ADJACENT CONDITION VARIES FLEXIBLE POROUS PAVING 2" 4" ORANGE SNOW FENCE FLEXIBLE PAVEMENT (P-FP) Scale: 1 1/2" = 1'-0" 9 FLEXIBLE POROUS PAVING 2" EXISTING TREE FLEXIPAVE AT TREE ROOTS 24-12-PLAN PALMER COVE RENOVATION PHASE 2 SALEM, MA 01970 1804 PROJECT NUMBER: SCALE: DRAWING TITLE: STAMP: PROJECT: CONSULTANTS: DATE: AUGUST 2, 2023 Crowley Cottrell Landscape Architecture, LLC 171 Milk St, Fl 2 Boston, MA 02109 [PHONE REDACTED] www.crowleycottrell.com Revision Electrical Engineer MHarris Design Inc. Michael Harris [PHONE REDACTED] Licensed Site Professional Tighe & Bond, Inc. Todd D. Kirton [PHONE REDACTED] Date No. BID SET LANDSCAPE DETAILS 1 COMPACTED FILL OR UNDISTURBED SUBGRADE FIN. GR. OF 1/2" POROUS RUBBER WEARING SURFACE (CONTINUOUS) 30º MAX LINE OF DEPTH CHANGE ON PLAN: TAPER AT 30º OR LESS TO LESSER DEPTH OUTSIDE OF LINE SEE RUBBER PLAY SURFACING TYPICAL SECTION CRITICAL FALL ZONE DEPTH TRANSITION DETAIL NOTE: 1. ORANGE SNOW FENCING TO BE USED AS DEMARCATION LAYER BENEATH SURFACING ORANGE SNOW FENCE COMPACTED FILL OR UNDISTURBED SUBGRADE FINISHED GRADE OF POROUS RUBBER WEARING SURFACE (THICKNESS PER MFR.) RUBBER BASE COURSE, DEPTH AS REQUIRED BY MFR FOR PLAY EQUIPMENT FALL HEIGHT 45º TYP. LAWN OR MULCH TOE-IN TOP COURSE (THICKEN TO FULL DEPTH) WHERE RUBBER ABUTS PAVING, CURB, OR RUBBER PLAY SURFACING TILES 10" MIN. PAVING OR CURB THICKENED TOP-COURSE SURFACE AT EDGE, TO FULL DEPTH OF BASE COURSE. COMPACTED AGGREGATE ORANGE SNOW FENCE NOTE: 1. ORANGE SNOW FENCING TO BE USED AS DEMARCATION LAYER BENEATH SURFACING PLAY SURFACE IN LAWN DETAIL NOTE: 1. ORANGE SNOW FENCING TO BE USED AS DEMARCATION LAYER BENEATH SURFACING ---PAGE BREAK--- 6 L500 8" BENCH 1'-9" 1'-9" TABLE BENCH TIMBERFORM PICNIC TABLE WITH SEATS (2164), OR EQUAL. 3" DOUGLAS FIR WOOD SLATS ON POWDER COATED STEEL FRAME COMPACTED AGGREGATE COMPACTED SUBGRADE THICKEN CONCRETE AT MOUNTING POINTS CONCRETE PAVING ALL FASTENERS SHALL BE TAMPER RESISTANT. ATTACH TO FOOTING PER MANUFACTURER'S INSTRUCTION, TYP. 5'-10" FRAME 6" 3" 6" FRAME 6" 6" 8" 1'-6" 1'-2" PICNIC SET 2 (F-T2) Scale: 3/4" = 1'-0" 2 6 L500 8" BENCH 1'-9" 1'-9" TABLE BENCH TIMBERFORM ACCESSIBLE PICNIC TABLE WITH SEATS (2165), OR EQUAL. 3" DOUGLAS FIR WOOD SLATS ON POWDER COATED STEEL FRAME COMPACTED AGGREGATE COMPACTED SUBGRADE THICKEN CONCRETE AT MOUNTING POINTS CONCRETE PAVING ALL FASTENERS SHALL BE TAMPER RESISTANT. ATTACH TO FOOTING PER MANUFACTURER'S INSTRUCTION, TYP. 7'-10" 5'-10" FRAME 6" 3" 6" FRAME 6" 6" 8" 1'-6" 1'-2" PICNIC SET 1 (F-T1) Scale: 3/4" = 1'-0" 1 NOTED L501 ADJACENT CONDITION VARIES. FLUSH WITH CONCRETE INSTALL WOOD BACKREST PER MANUFACTURERS INSTRUCTION, TYP. 6 L500 CL EQ EQ EQ CONCRETE PAVING 3" TYP. 6" MIN. UNDER MOUNTED STEEL ARMREST WITH WOOD TOP, SECURED WITH STAINLESS STEEL TAMPER-RESISTANT BOLTS 94" BENCH, DOUGLAS FIR SLATS 3/8" THICK BENT STEEL PLATE FRAME, SURFACE MOUNT TO CONCRETE W/ STAINLESS STEEL TAMPER-RESISTANT BOLTS PER MFR INSTRUCTION, TYP. EQ 5'-10" EXPANDED HAUNCH AT MOUNTING POINTS 4" BENCH, BACKED (F-B2) Scale: 3/4" = 1'-0" 4 6" MIN. ADJACENT CONDITION VARIES. FLUSH WITH CONCRETE CL EQ EQ UNDER MOUNTED STEEL ARMREST WITH WOOD TOP, SECURED WITH STAINLESS STEEL TAMPER-RESISTANT BOLTS 3/8" THICK BENT STEEL PLATE FRAME, SURFACE MOUNT TO CONCRETE W/ STAINLESS STEEL TAMPER-RESISTANT BOLTS PER MFR INSTRUCTION, TYP. 6 L500 CONCRETE PAVING 94" BENCH, DOUGLAS FIR SLATS 3" TYP. EXPANDED HAUNCH AT MOUNTING POINTS EXPANDED HAUNCH AT MOUNTING POINTS 4" 5'-10" BENCH, BACKLESS (F-B1) Scale: 3/4" = 1'-0" 3 COMPACTED AGGREGATE COMPACTED SUBGRADE 6'-6 3/4" 10'-7 7/8" 1'-7 3/4" 14'-9 1/4" ELEVATION SECTION PLAN 2'-5 5/8" MOUNTING HARDWARE ALL FASTENERS SHALL BE TAMPER RESISTANT. ATTACH TO FOOTING PER MFR'S INSTRUCTION, TYP. RECLAIMED TIMBER SEAT (FSC® RECYCLED 100% HARDWOOD) EXISTING CONCRETE PAVING THICKEN CONCRETE AT MOUNTING POINTS 1'-6" 1'-2 1/8" CL DRIFTER BENCH STRUCTURE (F-BD) Scale: 1/2" = 1'-0" 5 24-12-PLAN PALMER COVE RENOVATION PHASE 2 SALEM, MA 01970 1804 PROJECT NUMBER: SCALE: DRAWING TITLE: STAMP: PROJECT: CONSULTANTS: DATE: AUGUST 2, 2023 Crowley Cottrell Landscape Architecture, LLC 171 Milk St, Fl 2 Boston, MA 02109 [PHONE REDACTED] www.crowleycottrell.com Revision Electrical Engineer MHarris Design Inc. Michael Harris [PHONE REDACTED] Licensed Site Professional Tighe & Bond, Inc. Todd D. Kirton [PHONE REDACTED] Date No. BID SET LANDSCAPE DETAILS 2 6 L500 8" TIMBERFORM PICNIC TABLE WITHOUT SEATS (2062), OR EQUAL. DOUGLAS FIR WOOD SLATS ON POWDER COATED STEEL FRAME COMPACTED AGGREGATE COMPACTED SUBGRADE THICKEN CONCRETE AT MOUNTING POINTS CONCRETE PAVING PEDESTAL MOUNT 36" 5/8" DIAMETER HOLES FOR ANCHORS BAR HEIGHT TABLE (F-T3) Scale: 3/4" = 1'-0" 6 ---PAGE BREAK--- NOTED L502 PILOT ROCK - MULTILEVEL PARK GRILL (N-24), OR EQUAL COMPACTED FILL OR UNDISTURBED SUBGRADE SURFACE MOUNT WITH TAMPER RESISTANT FASTENERS, INSTALL PER MANUFACTURER'S INSTRUCTIONS THICKEN CONCRETE AT MOUNTING 10" 3'-0" 8" 3" MIN. CONCRETE PAVING, TYP. COMPACTED AGGREGATE 6 L500 GRILL (F-GR) Scale: 3/4" = 1'-0" 1 DUMOR 287-32-SO STEEL TRASH RECEPTACLE WITH SIDE OPENING AND DOME CAP, BLACK FINISH, OR EQUAL ADJACENT CONCRETE PAVING, PEDESTRIAN COMPACTED FILL OR UNDISTURBED SUBGRADE SURFACE MOUNT, INSTALL PER MANUFACTURER'S INSTRUCTIONS COMPACTED AGGREGATE 8" TYP. 3" MIN. THICKEN CONCRETE AT MOUNTING 6 L500 TRASH RECEPTACLE (F-TR) Scale: 3/4" = 1'-0" 2 LINE POST: 2" O.D. W/ LOOP CAP TO MATCH EXISTING. BLACK FINISH. END / CORNER POST: 3" O.D. W/ DOME CAP, TYP. BLACK FINISH. 1 5/8" O.D. MIDDLE & BOTTOM RAILS, BLACK FINISH. ALL RAIL-TO-RAIL CONNECTIONS TO OCCUR AT POSTS PAGE SELF-LOCKING FABRIC BAND, BLACK FINISH ASPHALT PAVING, TOP COURSE - PEDESTRIAN 4000 PSI CONCRETE SONOTUBE PIER, TYP. 10'-0" 2" MAX. 9 GAUGE CORE WIRE, 6 GAUGE BLACK FINISH, 2" SQUARE GRID MESH 13 GAUGE GALVANIZED STEEL TIE WIRE, BLACK VINYL-COATED FINISH BAR BANDS AT 10" INTERVAL, BLACK FINISH STRETCH BAR, BLACK FINISH 10" TYP. FINISHED GRADE UNDISTURBED SUBGRADE 4'-0" MAX. 3" MIN. EQ 1 5/8" O.D. TOP RAIL, BLACK FINISH. ALL RAIL-TO-RAIL CONNECTIONS TO OCCUR AT POSTS 6'-0" MAX. O.C. TYP. 4 L500 3'-0" MIN. 12" EQ CHAIN LINK FENCING, 10' (S-FN) Scale: 1/2" = 1'-0" 7 LINE POST: 3" O.D. W/ LOOP CAP TO MATCH EXISTING. BLACK FINISH. END / CORNER POST: 4" O.D. W/ DOME CAP, TYP. BLACK FINISH. 1 5/8" O.D. RAILS, BLACK FINISH. ALL RAIL-TO-RAIL CONNECTIONS TO OCCUR AT POSTS PAGE SELF-LOCKING FABRIC BAND, BLACK FINISH ASPHALT PAVING, TOP COURSE - PEDESTRIAN 4000 PSI CONCRETE SONOTUBE PIER, TYP. 2" MAX. 6 GAUGE CORE WIRE, 6 GAUGE BLACK FINISH, 2" SQUARE GRID MESH 13 GAUGE GALVANIZED STEEL TIE WIRE, BLACK VINYL-COATED FINISH 4" BAR BANDS AT 8" INTERVAL, BLACK FINISH STRETCH BAR, BLACK FINISH 10" TYP. FINISHED GRADE UNDISTURBED SUBGRADE 4'-0" MAX. 3" MIN. 1 5/8" O.D. TOP RAIL, BLACK FINISH. ALL RAIL-TO-RAIL CONNECTIONS TO OCCUR AT POSTS 6'-0" MAX. O.C. TYP. 4 L500 3'-0" MIN. 12" EQ 16'-0" EQ EQ EQ CHAIN LINK SPORTS FENCING, 16' (S-SF) Scale: 1/2" = 1'-0" 5 24-12-PLAN PALMER COVE RENOVATION PHASE 2 SALEM, MA 01970 1804 PROJECT NUMBER: SCALE: DRAWING TITLE: STAMP: PROJECT: CONSULTANTS: DATE: AUGUST 2, 2023 Crowley Cottrell Landscape Architecture, LLC 171 Milk St, Fl 2 Boston, MA 02109 [PHONE REDACTED] www.crowleycottrell.com Revision Electrical Engineer MHarris Design Inc. Michael Harris [PHONE REDACTED] Licensed Site Professional Tighe & Bond, Inc. Todd D. Kirton [PHONE REDACTED] Date No. BID SET 8" 16'-0" 2'-0" 6" 2'-6" LUMINAIRE – SEE SITE LIGHTING SPEC 2'-0" 20' DIRECT BURY WOOD POLE 8" BUTT TAPERED TO 6" 16' EXPOSED 4'-0" WEATHERPROOF JUNCTION BOX WEATHERPROOF LB FITTING 1" CONDUIT COMPACTED FILL OR UNDISTURBED SUBGRADE PAVING PEDESTRIAN POST LIGHT (LP-1) Scale: 1/2" = 1'-0" 6 6" X 5' SOUTHERN YELLOW PINE ROUND LOG RAIL POST WITH SADDLE TOP 8" X 8' SOUTHERN YELLOW PINE ROUND LOG RAIL 3'-0" 2'-8" SECTION ATTACH RAIL TO POST WITH STRUCTURAL SCREWS PER MANUFACTURER'S INSTRUCTIONS UNDISTURBED SUBGRADE FLEXI-PAVE SURFACING 10 L500 TIMBER GUARDRAIL (S-TG) Scale: 3/4" = 1'-0" 8 8'-0" TYP 8" 2'-0" ELEVATION LANDSCAPE DETAILS 3 1'-0" 1'-2" 9 1/2" 2'-11 3/8" 4" 3/8" COMPACTED SUBGRADE CONCRETE FOOTING COMPACTED AGGREGATE 5.9" 8 5/8" 9 1/2" REMOVABLE MOUNT, HEAVY DUTY, 100MM REMOVABLE MOUNT KEY REMOVABLE MOUNT MIN 3" TO EDGE OF PAVING REMOVABLE BOLLARD (S-BL) Scale: 1" = 1'-0" 9 1'-6" ⌀ FOOTING FINISH GRADE 7'-0" 3/4" MARKING FOR SLACK LINES COMPACTED SUB-GRADE CONCRETE FOOTING 8" 1'-0" 1'-0" 8" ⌀ ROBINA POST SMOOTH; UNFINISHED 3/4" THREADED ROD W/ STAINLESS STEEL ACORN NUTS BOTH ENDS 1'-6" 1'-0" 3" 3'-9" SLACKLINE/HAMMOCK POST (F-SP) Scale: 1/2" = 1'-0" 3 PRECAST CONCRETE WHEEL STOP, SEE SPECS VEHICULAR ASPHALT PAVING #4 REBAR 18" LONG 5 L500 WHEEL STOP (S-WH) Scale: 1 1/2" = 1'-0" 4 CONCRETE FOOTING MIN 36" X 48" 4000 PSI FINISH GRADE 10'-6" MIN 6" x 6" SQUARE POWDER COATED STEEL POLE MINIMUM POLE HEIGHT ABOVE FINISH GRADE IS 10' - 6" 4'-0" 3'-0" 6'-0" ATTACH BACKBAORD TO POLE WITH 2 3/8" SAFETY BOLTS ATTACH ARM TO POLE WITH DOUBLE STEEL HAT CLAMPS WITH (12) 1/2" STAINLESS STEEL BOLTS; TYP MECHANICALY ATTACHED POLE CAP RIM HEIGHT 10' ABOVE FINISH GRADE COMPACTED SUB-GRADE 3" BASKETBALL HOOP (F-BH) Scale: 1/2" = 1'-0" 10 ---PAGE BREAK--- 6'-0"OUTSIDE RADIUS 3'-0" OUTSIDE RADIUS 12'-0", TYP. 18'-10", TYP. FOUL LINE TO BASELINE 6'-0" OUTSIDE RADIUS 19'-9" OUTSIDE RADIUS WHITE LINES TYP. FROM HOOP CENTER 84'-0" INSIDE LINES 50'-0" INSIDE LINES PAINT COLOR 1, TYP. SEE SPEC. EXISTING BASKETBALL HOOP TO REMAIN, TYP. EDGE OF PROPOSED ASPHALT PAVING. ADJACENT CONDITIONS VARY, SEE MATERIALS PLAN. PAINT COLOR 2, TYP. SEE SPEC. BASKETBALL COURT Scale: 1/8" = 1'-0" 1 PLAN NOTED L503 LANDSCAPE DETAILS 4 FITNESS EQ. 2: ASSISTED STEP (S-FE2) Scale: 1/4" = 1'-0" 3 PLAN ASPHALT PATH 4 L500 PLAY SURFACING 8 L500 LAWN SEE MANUFACTURER SPECIFICATIONS FOR FALL ZONE SIZE AND SURFACE DEPTH 11'-0"MIN. 11'-0"MIN. FITNESS EQ. 1: BALANCE BOARD (S-FE1) Scale: 1/4" = 1'-0" 2 ASPHALT PATH PLAN 4 L500 PLAY SURFACING 8 L500 LAWN SEE MANUFACTURER SPECIFICATIONS FOR FALL ZONE SIZE AND SURFACE DEPTH 11'-1"MIN. 9'-0"MIN. FITNESS EQ. 4: UP AND GO (S-FE4) Scale: 1/4" = 1'-0" 5 PLAN PLAY SURFACING 8 L500 LAWN SEE MANUFACTURER SPECIFICATIONS FOR FALL ZONE SIZE AND SURFACE DEPTH ASPHALT PATH 4 L500 20'-0"MIN. 14'-3"MIN. FITNESS EQ. 3:PUSH UP BARS (S-FE3) Scale: 1/4" = 1'-0" 4 PLAN ASPHALT PATH 4 L500 PLAY SURFACING 8 L500 LAWN SEE MANUFACTURER SPECIFICATIONS FOR FALL ZONE SIZE AND SURFACE DEPTH 16'-0"MIN. 17'-0"MIN. 24-12-PLAN PALMER COVE RENOVATION PHASE 2 SALEM, MA 01970 1804 PROJECT NUMBER: SCALE: DRAWING TITLE: STAMP: PROJECT: CONSULTANTS: DATE: AUGUST 2, 2023 Crowley Cottrell Landscape Architecture, LLC 171 Milk St, Fl 2 Boston, MA 02109 [PHONE REDACTED] www.crowleycottrell.com Revision Electrical Engineer MHarris Design Inc. Michael Harris [PHONE REDACTED] Licensed Site Professional Tighe & Bond, Inc. Todd D. Kirton [PHONE REDACTED] Date No. BID SET 6 L500 DUMOR HOOP RACK BIKE RACK WITH SURFACE MOUNT OR APPROVED EQUAL 2'-11" MIN CONCRETE PAVING, TYP. SURFACE MOUNT INSTALLATION PER MANUFACTURER'S INSTRUCTIONS SECTION 2'-6" TYP. CONCRETE PAVING 10" NOTES: 1. SEE MATERIALS PLAN FOR EXTENT OF CONCRETE PAVING 2. LAYOUT TO BE APPROVED BY LANDSCAPE ARCHITECT 4" 4" 2'-6" CL PLAN 2'-6" TYP. 1'-1" MIN. THICKENED HAUNCH AT ATTACHMENT 4' MIN BIKE RACK (F-BR) Scale: 3/4" = 1'-0" 7 A A A B B C C C B D D D D E E F F F G G H H H G 30'-5" 37'-10" 15'-9" 20'-0" PLAY EQUIPMENT AREA Scale: 1/8" = 1'-0" 6 EXISTING TREE LOCATION HAMMOCK POST; TYP. BOUNDARY BETWEEN PLAY SURFACING AND FLEXI PAVE NOTES: 1. LANDSCAPE ARCHITECT TO PROVIDE DIGITAL FILE FOR SURFACING DESIGN LAYOUT 2. EQUIPMENT FOOTINGS AND LAYOUT PER MANUFACTURER'S INSTRUCTIONS F-PE1 F-PE2 SEE MANUFACTURER SPECIFICATIONS FOR FOOTING, LAYOUT, FALL ZONE SIZE, AND SURFACE DEPTH; TYP. PLAY SURFACING COLOR 1 PLAY SURFACING COLOR 2 PLAY SURFACING COLOR 3 FLEXI PAVE COLOR 1 FLEXI PAVE COLOR 2 FLEXI PAVE COLOR 3 FLEXI PAVE COLOR 4 FLEXI PAVE COLOR 5 A B C D E F G H BOUNDARY BETWEEN PLAY SURFACING AND FLEXI PAVE 8 / L500 9 / L500 ---PAGE BREAK--- NOTED L504 LANDSCAPE DETAILS 5 24-12-PLAN PALMER COVE RENOVATION PHASE 2 SALEM, MA 01970 1804 PROJECT NUMBER: SCALE: DRAWING TITLE: STAMP: PROJECT: CONSULTANTS: DATE: AUGUST 2, 2023 Crowley Cottrell Landscape Architecture, LLC 171 Milk St, Fl 2 Boston, MA 02109 [PHONE REDACTED] www.crowleycottrell.com Revision Electrical Engineer MHarris Design Inc. Michael Harris [PHONE REDACTED] Licensed Site Professional Tighe & Bond, Inc. Todd D. Kirton [PHONE REDACTED] Date No. BID SET 1'-8" 1/2" THICK SELF SUPPORTING HIGH PRESSURE LAMINATE SIGN DESIGN TO BE PROVIDED BY LA FRONT SIDE ALUMINUM MOUNTING PLATE 3X3 BLACK ALUMINUM POST WITH PLATE SIGN TO BE BLIND MOUNTED WITH FASTENERS THROUGH UNDERSIDE OF MOUNT PLATE INTO THREADED HOLES ON BACK OF SIGN PANEL, FASTENERS NOT VISIBLE ON FRONT OF PANEL 2'-4" 3'-6" 6" CONCRETE SONTOTUBE FOOTING 1'-0" 1'-4" 45.00° COMPACTED SUBGRADE INTERPRETIVE SIGN (F-IS) Scale: 3/4" = 1'-0" 2 PARK ENTRY SIGN (F-ES) Scale: Actual Size 1 AS NOTED ---PAGE BREAK--- UNDISTURBED SUBGRADE SECTION (2X ROOTBALL DIAMETER MIN) 2" MULCH SAUCER - NOT TOUCHING TRUNK PLANTING SOIL MIX TEST PITS FOR DRAINAGE PRIOR TO PLANTING. IF DRAINAGE PROBLEMS EXIST INFORM LANDSCAPE ARCHITECT. DO NOT HEAVILY PRUNE THE TREE AT PLANTING, ONLY BROKEN AND DEAD BRANCHES. PRUNE TREE, INCLUDING CROSS-OVER LIMBS, CO-DOMINANT LEADERS, AND AESTHETIC BALANCING WITH LANDSCAPE ARCHITECT SET TRUNK FLARE/TOP OF ROOT BALL FLUSH WITH FINISH GRADE OR HIGHER AS DIRECTED BY LANDSCAPE ARCHITECT. EACH TREE MUST HAVE TRUNK FLARE VISIBLE AT THE TOP OF THE ROOT BALL. TREES WHERE TRUNK FLARE IS NOT VISIBLE SHALL BE REJECTED. DO NOT COVER THE TOP OF THE ROOT BALL WITH SOIL. PLACE ROOTBALL ON DRAINAGE LAYER, TAMP PLANTING SOIL AROUND BOTTOM EDGE OF ROOTBALL TO PREVENT SHIFTING REMOVE ALL ROPE, WIRE OR BASKET AND BURLAP MATERIAL FROM TOP AND SIDES OF ROOTBALL BEFORE BACKFILLING. TREE STAKING 2'-0" MAX. FILTER FABRIC ORANGE SNOW FENCING MIRAFI RS380i GEOTEXTILE TREE PLANTING, TYP Scale: 1/2" = 1'-0" 1 SECTION MAX. TEST PITS FOR DRAINAGE PRIOR TO PLANTING. IF DRAINAGE PROBLEMS EXIST INFORM LANDSCAPE ARCHITECT. DO NOT HEAVILY PRUNE THE TREE AT PLANTING, ONLY BROKEN AND DEAD BRANCHES. PRUNE TREE, INCLUDING CROSS-OVER LIMBS, CO-DOMINANT LEADERS, AND AESTHETIC BALANCING WITH LANDSCAPE ARCHITECT ADJACENT PAVING VARIES SET TRUNK FLARE/TOP OF ROOT BALL FLUSH WITH TOP OF PLANTING SOIL OR HIGHER AS DIRECTED BY LANDSCAPE ARCHITECT. DO NOT COVER THE TOP OF THE ROOT BALL WITH SOIL. RESIN BOUND AGGREGATE PAVING REMOVE ALL ROPE, WIRE OR BASKET MATERIAL, AND BURLAP FROM TOP AND SIDES OF ROOTBALL BEFORE BACKFILLING. LOOSE DECORATIVE AGGREGATE WEDGE AT BASE OF TREE, TO MATCH RESIN BOUND AGGREGATE COLOR 3/4" CLEAN CRUSHED STONE WITHOUT FINES UNDISTURBED SUBGRADE FILTER FABRIC ORANGE SNOW FENCING 1" MIN. 4" MIN. Ø PER MFR LOOSE AGGREGATE PLANTING SOIL PLACE ROOTBALL ON UNDISTURVED SUBGRADE, TAMP PLANTING SOIL AROUND BOTTOM EDGE OF ROOTBALL TO PREVENT SHIFTING GEOTEXTILE POROUS FABRIC MIRAFI RS380i GEOTEXTILE TREE PLANTING IN RESIN BOUND AGGREGATE (P-RA) Scale: 1/2" = 1'-0" 2 18" MIN POSITION ROOT CROWN @ FINISH GRADE 2" DEPTH MULCH LOOSEN EXISTING SOIL AND AMEND AS NEEDED TO COMPLY WITH PLANTING SOI COMPACTED FILL OR UNDISTURBED SUBGRADE TEST PITS FOR DRAINAGE PRIOR TO PLANTING. IF DRAINAGE PROBLEMS EXIST INFORM LANDSCAPE ARCHITECT PRIOR TO PLANTING PERENNIAL PLANTING Scale: 1/2" = 1'-0" 3 COMPACTED OR UNDISTURBED SUBGRADE SEEDED LAWN 6" SCARIFY EXISTING AFTER REMOVAL OF EXISTING GRASS AND WEEDS SECTION SEEDED LAWN (LN) Scale: 1" = 1'-0" 4 SECTION 8" COMPACTED OR UNDISTURBED SUBGRADE SEEDED MEADOW SCARIFY EXISTING TOPSOIL IN PLACE AFTER REMOVAL OF EXISTING GRASS AND WEEDS SEEDED COASTAL GRASS MIX (CG) Scale: 1" = 1'-0" 6 NOTED L505 PLANTING DETAILS 3'-0" 2'-0" TENSION WIRE TENSION WIRE T-POST BLACK VINYL COATED 14-GAUGE WELDED WIRE MESH. 2"x1" OPENINGS 6'-0" MAX. O.C. TYP. PLANT ESTABLISHMENT AREA 10"x16" ALUMINUM SIGN TO READ "PLANT ESTABLISHMENT AREA". EVERY 40' O.C. OR ONE PER PLANTING AREA. LOCATIONS TO BE APPROVED BY LANDSCAPE ARCHITECT. PLANTING AREA PROTECTION FENCE Scale: 3/8" = 1'-0" 7 24-12-PLAN PALMER COVE RENOVATION PHASE 2 SALEM, MA 01970 1804 PROJECT NUMBER: SCALE: DRAWING TITLE: STAMP: PROJECT: CONSULTANTS: DATE: AUGUST 2, 2023 Crowley Cottrell Landscape Architecture, LLC 171 Milk St, Fl 2 Boston, MA 02109 [PHONE REDACTED] www.crowleycottrell.com Revision Electrical Engineer MHarris Design Inc. Michael Harris [PHONE REDACTED] Licensed Site Professional Tighe & Bond, Inc. Todd D. Kirton [PHONE REDACTED] Date No. BID SET GRASSPAVE2 SQUARES COMPACTED SANDY GRAVEL RINGS FILLED WITH CONCRETE SAND (CLEAN, SHARP SAND) ADJACENT GRASSPAVE2 SQUARES HYDROGROW MIX BELOW RING 19.7" 2.4" 0.9" 3.3" 6.6" 9.8" SEE ENLARGEMENT BELOW COMPACTED SUBGRADE, 95% MODIFIED PROCTOR DENSITY TOP OF GRASS ROOT MASS ABOVE TOP OF RING GRASSPAVE2 ATTACH WITH SNAP-FIT FASTENERS ROOT MASS TO FILL GRASSPAVE2 COMPACTED SANDY GRAVEL BASE COURSE < 1'-0" REINFORCED TURF (P-RT) Scale: 1" = 1'-0" 5 ---PAGE BREAK--- NOTED S100 SCULPTURE BASE DETAILS 24-12-PLAN PALMER COVE RENOVATION PHASE 2 SALEM, MA 01970 1804 PROJECT NUMBER: SCALE: DRAWING TITLE: STAMP: PROJECT: CONSULTANTS: DATE: AUGUST 2, 2023 Crowley Cottrell Landscape Architecture, LLC 171 Milk St, Fl 2 Boston, MA 02109 [PHONE REDACTED] www.crowleycottrell.com Revision Electrical Engineer MHarris Design Inc. Michael Harris [PHONE REDACTED] Licensed Site Professional Tighe & Bond, Inc. Todd D. Kirton [PHONE REDACTED] Date No. BID SET Structural Engineer Simpson Gumpertz & Heger [PHONE REDACTED] 1'-0" DIA. 6'-0" STL POST AND BASEPLATE (BY OTHERS) SEE PLAN FOR REINFORCEMENT, PROVIDE 90 DEGREE HOOK. 2" CLR. 2" CLR. 3" CLR. NEW CONCRETE PAD CONCRETE WALK PROVIDE POLYETHYLENE SHEET BETWEEN NEW PAD AND EXISTING WALK. FORMED SURFACE, SEE GENERAL NOTES FOR REQUIREMENTS SOIL TO REMAIN FOR FUTURE BASE PLATE PROVIDE 1'-4" CLR. PROVIDE CHAMFER AT PERIMETER. EDGE REINFORCEMENT, SEE PLAN. TYP. STL POST AND BASEPLATE (BY OTHERS) SEE PLAN FOR REINFORCMENT, PROVIDE 90 DEGREE HOOK NEW CONCRETE PAD FORMED SURFACE, SEE GENERAL NOTES FOR REQUIREMENTS 1'-0" 6" 6" SOIL TO REMAIN NEW LAYER OF COMPACTED GRAVEL 2" CLR. DIA. 6'-0" FOR FUTURE BASE PLATE PROVIDE1'-4"CLR. 3" CLR. PROVIDE CHAMFER AT PERIMETER. EDGE REINFORCEMENT, SEE PLAN TYP. G E N E R A L 1. These drawings represent the completed project which has been designed for the weights of materials, for the superimposed loads indicated in the design load criteria. It is the Contractor's responsibility to determine allowable construction loads and to provide proper design and construction of false work, staging, bracing, sequencing, sheeting and shoring, etc. 2. Developing and implementing job site safety and construction procedures are solely the responsibility of the Contractor. These responsibilities include but are not limited to the safety of adjacent structures, property, their workers, and the public, as affected by the construction of this project. 3. Bring any discrepancies between Structural Drawings and Architectural Drawings, if not clarified, to the attention of the Architect/Engineer during construction for clarifications. 4. Do not scale drawings to obtain any missing information or to interpret any information not specifically dimensioned for exact detailing or construction purposes. 5. Repair any deficient work and/or work not in conformance with the contract documents at the contractor's expense. Compensate the client for services arising from deficient work, review of modifications/contractor substitution, or expediting of submittals. 6. See Landscape Drawings for detailed information regarding finishes, locations, etc. 7. In case of conflict between the general notes and details, the most stringent shall govern. 8. The Owner shall provide Special Inspections for all structural work as required by the Massachusetts State Building Code, and in accordance with the Statement of Special Inspections. Provide full and ample means and assistance for testing materials and workmanship and proper facilities for inspection of the work in the shop and in the field. S P E C I F I C A T I O N S 1. The work shown on these drawings addresses structural information only. The structural documents include these S- series Drawings and General Notes. There are no technical specifications in addition to these General Notes. B U I L D I N G C O D E 1. The following building codes and standards, including all specifications referenced within, shall apply to the design, construction, quality control, and safety of all work performed on the project. A. "International Building Code – 2018," International Code Council, including Local Jurisdiction Amendments. B. "Minimum Design Loads for Buildings and Other Structures," (ANSI/ASCE 7 – 10, 2010), American Society of Civil Engineers. C. Additional codes and standards for different materials are listed in the sections that follow. D E S I G N L O A D S 1. Superimposed Dead Loads: A. Future stationary structures. 2. Wind Load Parameters A. Basic Wind Speed (3-Second Gust), V = 117 MPH B. Wind Importance Factor, Iw = 1.0 C. Wind Exposure Category: D D. Design Wind Pressure = 36.1 psf C O N C R E T E W O R K 1. CODES AND STANDARDS: A. "Building Code Requirements for Structural Concrete, ACI 318-14," American Concrete Institute. B. "Building Code Requirements for Structural Concrete, ACI 318-11," American Concrete Institute. C. "ACI Manual of Concrete Practice – Parts 1 through American Concrete Institute 2. STANDARD SPECIFICATIONS AND REFERENCE STANDARDS: A. "Manual of Standard Practice," Concrete Reinforcing Steel Institute. B. Follow the latest recommendations and Specifications of the American Concrete Institute: 1. ACI 301 Specifications for Structural Concrete 2. ACI 303.1 Cast-in-place Architectural Concrete 3. ACI 347 Formwork C. AWS D1.4:2011 Reinforcing Steel 3. CONCRETE MIX PROPERTIES: A. ELEMENT (NORMAL WEIGHT UNO) 28-DAY STRENGTH W/C MAX(2) AIR CONTENT(1) 1. CONCRETE PAD (EXTERIOR) 4,000 PSI 0.45 a. Do not trowel finish concrete pads. B. PORTLAND CEMENT: ASTM C150, TYPE I, II, OR I/II. C. FLY ASH: ASTM C618, TYPE C OR F 1. Limit to 30% maximum replacement of Portland cement D. SLAG CEMENT: ASTM C989, GRADE 100 1. Limit to 50% maximum replacement by weight of Portland cement E. For Mixtures Including Both Fly Ash and Slag Cement 1. Limit replacement by weight of Portland cement to 50% maximum. F. NORMAL WEIGHT AGGREGATES: ASTM C33 G. LIGHTWEIGHT AGGREGATES: ASTM C330 H. NORMAL WEIGHT CONCRETE DENSITY: 145 PCF I. AIR-ENTRAINMENT: ASTM C260 4. STEEL REINFORCEMENT: A. DEFORMED REINFORCING BARS: ASTM A615 GRADE 60 B. EPOXY COATED REINF. BARS: ASTM A775 5. CONCRETE COVER: A. Mild Reinforced Concrete 1. As noted on Details. 6. SPLICING AND PLACEMENT OF REINFORCEMENT: A. Reinforcement splices are not permitted except as detailed or authorized by the Structural Engineer. Make bars continuous around corners. When permitted, splices shall be made by contact tension lap splice, unless noted otherwise. 7. ARCHITECTURAL CONCRETE A. All exposed and formed surfaces shall comply with the requirements of this section. B. Form-Facing Materials: 1. Steel- and glass-fiber-reinforced plastic, or other approved nonabsorptive panel materials that provide continuous, true, and smooth architectural concrete surfaces. Furnish in largest practicable sizes to minimize number of joints. C. Chamfer Strips: 1. Metal, rigid plastic, elastomeric rubber, or dressed wood, 3/4 by 3/4 inch (19 by 19 mm), minimum; nonstaining; in longest practicable D. Form Joint Tape: 1. Compressible foam tape; pressure sensitive; AAMA 800; minimum 1/4 inch (6 mm) thick. E. Form-Release Agent: 1. Commercially formulated, colorless form-release agent that will not bond with, stain, or adversely affect architectural concrete surfaces and will not impair subsequent treatments of those surfaces. F. Mockups: 1. Build mockups in the location and of the size as directed by the Architect. 2. Demonstrate curing, cleaning, and protecting of cast-in-place architectural concrete and finishes. 3. Obtain Architect's approval of mockups before casting architectural concrete. C O N C R E T E W O R K (cont.) 8. SUBMITTALS A. Reinforcement Shop Drawings: Submit for approval, complete bending and placing details of all reinforcement, including welded wire reinforcement, indicating position of splices. Include accessory drawings. B. Formwork Shop Drawings: Submit formwork shop drawings to show formwork construction, including form-facing joints, form joint-sealant details, and other items that visually affect cast-in-place architectural concrete. C. Concrete Mix Design: Include the following information for each concrete mix design: 1. Mix identification designation 2. Method used to determine the proposed mix design. 3. Compressive Strength at Seven and Twenty-Eight Days: Submit strength test records, mix design materials, conditions, and proportions for concrete used for record of tests, standard deviation calculation, and determination of required average compressive strength. 4. Gradation of Fine and Coarse Aggregates: Testing data confirming proposed coarse aggregate meets ASTM C33 class designation. Include ASTM test results for aggregates subject to freeze-thaw environment. 5. Proportions of all ingredients, including all admixtures to be added either at the time of batching or at the jobsite. 6. Water-cement ratio. 7. Slump tested in accordance with ASTM C143. 8. Air content of freshly mixed concrete by the pressure method, ASTM C231, or the volumetric method, ASTM C173. 9. Unit Weight of Concrete: ASTM C138. 10. Mill test reports of portland cement chemical and physical analysis and certification of compliance with ASTM C150 Type I, II, or I/II. 11. Mill test reports of fly ash chemical and physical analysis and certification of compliance with ASTM C618 Class C or F, if used. 12. Manufacturer’s Spec Data Sheets of each concrete admixture, including brand name, manufacturer, dosage rate range and confirmation that admixtures are compatible. 13. Certification of aggregate compliance with ASTM C33. 14. Certification following the procedure presented in ASTM C1778, that the aggregate is nonreactive in the presence of alkalis in accordance with ASTM C1260 or ASTM C1293. 9. INSPECTION AND TESTING: A. The Contractor shall engage a qualified testing agency to provide services in accordance with the latest editions of ACI 311.6 and ACI 311.7 and as indicated below and to submit reports. B. Cast-in-Place Concrete: 1. The agency shall inspect the formwork, reinforcing steel, concrete placement, etc. For compliance with the contract documents, applicable codes and standards, and the shop drawings. 2. Sample and test fresh concrete for each mixture placed each day, once at initial delivery. 3. Cast, cure, and test composite samples of standard cylinders. One composite sample shall consist of 4"x8" standard cylinders. Number of composite samples at each test shall be as follows: a. 1@7 DAYS, 3@28 DAYS ø6'-0" #4 EACH WAY, TOP & BOTTOM, EPOXY-COATED SEE DETAILS. #4 EDGE REINFORCMENT, SEE DETAILS. FOR FUTURE BASE PLATE 1'-2"CLR. FOR FUTURE BASE PLATE 1'-2"CLR. 6'-0" DIAMETER CONCRETE PAD. THICKNESS VARIES, SEE DETAILS. EQ. EQ. 1" = 1'-0" CONCRETE PAD AT EXISTING CONCRETE WALK 1 1" = 1'-0" CONCRETE PAD AT LANDSCAPING 2 1" = 1'-0" TYPICAL CONCRETE PAD PLAN ---PAGE BREAK--- 1" = 40'-0" SL1 SITE LIGHTING PLAN 21-17-200 PALMER COVE RENOVATION PHASE 2 SALEM, MA 01970 1804 PROJECT NUMBER: SCALE: DRAWING TITLE: STAMP: PROJECT: CONSULTANTS: DATE: AUGUST 2, 2023 Crowley Cottrell Landscape Architecture, LLC 171 Milk St, Fl 2 Boston, MA 02109 [PHONE REDACTED] www.crowleycottrell.com Revision Electrical Engineer MHarris Design Inc. Michael Harris [PHONE REDACTED] Licensed Site Professional Tighe & Bond, Inc. Todd D. Kirton [PHONE REDACTED] Date No. BID SET LEAVITT STREET (PUBLIC - 40' WIDE) NOW OR FORMERLY STEVEN LLOYD KENT NOW OR FORMERLY JOHN A. & ANNE C. LINGER NOW OR FORMERLY MUNCHKIN REALTY TRUST JOHN A. LINGER, TR. NOW OR FORMERLY PALMERS COVE YACHT CLUB NOW OR FORMERLY DAVID MACHADO NOW OR FORMERLY TIMOTHY BARNARD NOW OR FORMERLY ROGER LAUSIER NOW OR FORMERLY MICHAEL LEBLANC NOW OR FORMERLY BERTRAM PAUSSARD NOW OR FORMERLY SALEM HOUSING AUTHORITY SALEM STREET (PUBLIC - 40' WIDE) CHASE STREET (PUBLIC - 40' WIDE) MASSACHUSETTS STATE PLANE COORDINATE SYSTEM (NAD83) T T T T T T A A A A A A A P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 EX EX EX EX EX EX B1 B1 B1 B1 B3 B2 ELECTRICAL ELECTRICAL 1 1/4" CONDUIT FOR POLE LIGHTS 1" CONDUIT FOR POLE RECEPTACLES 1 1/4" CONDUIT HANDHOLE 1" CONDUIT ” ”