PLAYGROUND SECTION SUB DRAINAGE SYSTEM

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Augustus Kelly
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3 POURED-IN-PLACE SURFACE CONCRETE SIDEWALK CONCRETE BASE ENGINEERED WOOD FIBER SYNTHETIC TURF SAND BASE 6"x12" CONCRETE CURB W/ 2-#4 REBAR AND 2"x6" WOLM. NAILER TOP OF TRENCH POURED-IN-PLACE SURFACE CONCRETE BASE 1' 12" MIN. ENGINEERED WOOD FIBER SYNTHETIC TURF SHOCK PAD TOP OF TURF INFILL AT SAME ELEVATION AS SURFACE 6" STONE PEASTONE SAND BASE 4" CONCRET OVER 4" COMPACTED SAND 4" 4" 6" PRERFORATED DRAINTILE 6" PERFORATED COLLECTER TILE (CONNECT TO CATCH BASINS) 12"x1" FLATDRAIN + GEOTEXTILE FILTER FABRIC 12" FLAT DRAINTILE 6" PERFORATED DRAINTILE GEOTEXTILE FILTER FABRIC VARIES-SEE DRAINAGE AND UTILITY PLAN DEPTH PER CRITICAL HEIGHT 3" PEASTONE 3" POURED-IN-PLACE SURFACE 3"MIN 6" GEOTEXTILE SEPERATION FABRIC NEW 6"X12" CONCRETE TURF ANCHOR W/ 2-#4 REBAR 3" CLEAR GEOTEXTILE FABRIC 6" PERFORATED PERIMETER TILE (CONNECT TO CATCH BASINS) GEOTEXTILE FABRIC 1 SECTION DRAINTILE SECTION PLAY SURFACE DETAIL 2 SCALE 1"=1'-0" 3 SCALE 3/4"=1'-0" EDGE DETAIL-TYP. DRAINAGE SECTION 4 SCALE 3/4"=1'-0" 5 SCALE 3/4"=1'-0" N.T.S. DEPTH VARIESTOP OF INFILL TO BE FLUSH WITH SURFACE SEE DETAIL 7, THIS SHEET SYNTHETIC TURF POURED-IN-PLACE SURFACE 12 SHOCK PAD SYNTHETIC TURF LS1.2 SLOPE SLOPE 2"x6" WOLM. NAILER RAMSET TO CONCRETE 24" O.C. SYNTHETIC TURF 1/8" RADIUS TOOLED EDGE SHOCK PAD FREE DRAINING STONE SHOCK PAD 1/2" FIBROUS EXPANSION JOINT MATERIAL DRAINAGE STONE LIGHT BROOM FINISH 1/4"X1/2" SAWCUT CONTROL JOINT 1% SLOPE 12" FLAT DRAINTILE SEE GRADING AND DRAINAGE PLAN FOR LAYOUT FLAT DRAINTILE SEE GRADING AND DRAINAGE PLAN FOR LAYOUT GEOTEXTILE FILTER FABRIC GEOTEXTILE FILTER FABRIC 4" CONCRETE SLAB 4" SAND 4" 12" FREE DRAINING STONE BASE SYNTHETIC TURF 6" SHOCK PAD SAND BASE 6" 2"X6" NAILER TO BE INSTALLED BY OTHERS 4" CONCRETE 2-#4 REBAR 6" COMPACTED COMPACTED CONCRETE CURB ATHLETIC FACILITY PLANNING *SITE PLANNING * CONSULTING * LANDSCAPE ARCHITECTURE C FDI C FDI GEOTEXTILE FABRIC 3269 COOLIDGE HWY * BERKLEY, MI PH * FAX CONCRETE TURF ANCHOR 7 SUB DRAINAGE SYSTEM 8 SCALE 1-1/2"=1'-0" SUB DRAINAGE SYSTEM 9 SCALE 1"=1'-0" CONCRETE CONTROL & EXPANSION JOINT 10 SCALE 1"=1'-0" SIDEWALK SCALE 1"=1'-0" CONCRETE TURF ANCHOR 6 SCALE 1-1/2"=1'-0" DRIVEN 2-1/2" LINE POST (TYP.) 2 1/2" O.D. BRACE POST 10' O.C. 10' O.C. 1 5/8" O.D. TOPRAIL Bid Package No.4 3" O.D. TERMINAL POST VARIES SEE DETAIL PLAN 1 5/8" CROSS BRACE 5" DIAMETER OF CONCRETE FOUNDATION MAY VARY DEPENDING UPON SOIL CONDITIONS AND MANUFACTURER RECOMMENDATIONS POURED-IN-PLACE RUBBER SURFACE. SURFACE THICKNESS TO ACCOMMODATE SPECIFIED EQUIPMENT FALL HEIGHT 6 GA. BOTTOM TENSION WIRE BOTTOM TENSION WIRE GRADE 4" TOPSOIL AND SEED 1' MULCH 2" MESH 9 GA. FABRIC KNUCKLED T&B SEE SHEET L 1.05 FOR ADDITIONAL INFORMATION 3/4" DIAMETER OF CONCRETE FOUNDATION MAY VARY DEPENDING UPON SOIL CONDITIONS AND MANUFACTURER RECOMMENDATIONS PEASTONE WIDTH VARIES 20" MAX. 1% SLOPE CONCRETE FOOTING AS PER MANUF. RECOMMENDATION CONCRETE FOOTING AS PER MANUF. RECOMMENDATION 12" DIA. CONCRETE FOOTING NOTE: ALL DBL GATE WIDER THAN 12' SHALL USE 4" SUPPORT POSTS 12" 15 DRIVEN POST CHART A 12" DIA. CONC. FTG TOP OF CONC. FTG 4" BELOW GRADE (MIN) ENGINEERED WOOD FIBER 3'-6" MIN. CONCRETE WITH BROOM FINISH 4" COMPACTED SAND 4" 6" 3'-6" 4" 7" #4 EPOXY COATED REBAR CONT. T&B VARIES SEE CHART A 4" COMPACTED SAND BASE HEIGHT OF FENCE 4' 6' 8' 10' 12' POST BELOW GRADE 4' 5' 6' 7' 8' 2' 6" POST FOUNDATION POST FOUNDATION 12 SCALE 3/8"=1'-0" 13 FENCE ELEVATION 14 SCALE 3/8"=1'-0" FENCE LAWN DETAIL 15 SCALE 1/4"=1'-0" NTS CONCRETE CURB SECTION 11 SCALE 1/2"=1'-0" GUARDRAIL NEW CONC. BORDER 1/2" EXPANSION JOINT MATERIAL TOP RAIL (1-1/2" SCHEDULE 40 PIPE W/ A 1.9" O.D. x 0.145" WALL) 6' MAX. 4' 2-1/2" LINE POSTDRIVEN (TYP) 10' 1/4" X 3/4" FLAT TENSION BAR 2" O.D. GATE FRAME POST (1-1/2" SCHEDULE 40 PIPE W/ 1.9" O.D. x 0.145" WALL) 2-1/2" LINE POST 1-5/8" TOP RAIL /4" WEEP HOLE 1/2" ABOVE FLANGE MIN 4" " R4 2-1/2" LINE POST 3" TERMINAL POST 42" 6' 12" DIA. CONCRETE FOOTING 12" 4' SCALE 1/4"=1'-0" BOTTOM RAIL (1-1/2" SCHEDULE 40 PIPE W/ 1.9" O.D. x 0.145" WALL) GROUT 4" DIA. 42" MIN. COVER FLANGE 10 LD1.05 POST PEDESTRIAN GATE 16 COVER FLANGE COMPACTED 3" 34 6 GA. BOTTOM TENSION WIRE PICKET (3/4" O.D. x 0.050" WALL) 42" MIN. 8' 9 GAUGE 2" MESH KNUCKLED TB BLACK VINYL COVER FLANGE DETAIL GUARDRAIL DETAIL 17 SCALE 1/2"=1'-0" CONCRETE TURF ANCHOR SECTION AT GUARDRAIL 18 SCALE 1-1/2"=1'-0" 19 SCALE 3/4"=1'-0"

4 NOTES: GUY ALL TREES 3" CAL. AND OVER STAKE TREES UNDER 3" CAL. SET STAKES VERTICAL AND AT SAME HEIGHT PRUNE TO THIN AND SHAPE TREE CANOPY AS SPECIFIED PLAN TREE TRUNK RUBBER HOSE WIRE STAKE FLAGGING NOTES: GUY ALL TREES 12' HT. AND OVER STAKE TREES UNDER 12' HT. TREE SHALL BEAR SAME RELATION TO FINISHED GRADE AS IT BORE TO PREVIOUS GRADE SET STAKES VERTICLE AND AT SAME HEIGHT NEVER CUT LEADERS PRUNE ONLY TO REMOVE DAMAGED OR BROKEN BRANCHES GENERAL PLANTING NOTES: 1. ARRANGE WORK SPACE TO PREVENT SOIL FROM COMPACTING UNNECESSARILY. 2. KEEP ALL SOIL LOOSE AND FRIABLE DURING PLANTING. 3. TO PREVENT DAMAGE TO ROOT SYSTEM, DIG A SMALL PLANTING PIT. DO NOT DIG A SHALLOW DEPRESSION AND FORCE PLANT IN. 1'-4" 2" 16" CONCRETE KNEE WALL 3-3" DIA. STAKES TO BE SET 2/3 UP TREE OR ABOVE FIRST BRANCHES GUYING CABLE 3 GUYS PER TREE TURNBUCKLE STAYS TO BE SET 2/3 UP TREE OR ABOVE FIRST BRANCHES 4. FIRM THE SOIL AROUND THE PLANT WITH YOUR FINGERS LEAVING A DEPRESSION AT THE BASE TO AID THE PLANT IN RECEIVING WATER. 5. WATER THE PLANTS INDIVUALLY. 6. PLANT THE OUTSIDE ROW AT LEAST 2/3 OF THE DESIGNATED SPACING DISTANCE FROM THE BED EDGE TO THE FIRST ROW. 1' BENCH W/BACK SEE SPECS CROWN FOOTING. HOLD TOP OF FOOTING DOWN TO ACCEPT 4" DEPTH 2"x6" WOLM. NAILER RAMSET TO CONCRETE 24" O.C. VARIES 2" 1' 3" #4 REBAR, 12" O.C. #4 REBAR, 10" O.C. 1'-6" SAND TREE WRAP REMOVE BURLAP FROM TOP 1/3 OF BALL GUYS AT 60 ANGLE GUYING CABLE 3 GUYS PER TREE TURNBUCKLE GUYS AT 60 ANGLE 1'-5" FINISH GRADE 10" 2" OF MULCH SET CROWN OF BALL 2" ABOVE FINISH GRADE - 4" IN CLAY MOUND TO FORM SAUCER GROUND PLANT MIXTURE AS SPECIFIED SCARIFY TO 4" DEPTH AND RECOMPACT STAKES TO EXTEND BELOW TREE PIT IN GROUND 12" MIN. 2x4 ANCHOR STAKE DRIVEN BELOW FINISH GRADE SLOW RELEASE FERTILIZER TABLET 2 PER TREE REMOVE BURLAP FROM TOP 1/3 OF BALL 2" OF MULCH MOUND TO FORM SAUCER SUB GRADE TREE ANCHOR PLANT MIXTURE AS SPECIFIED SCARIFY TO 4" DEPTH AND RECOMPACT STAKES TO EXTEND BELOW TREE PIT IN SUB GRADE 12" MIN. 3'-6" MIN 8" 1' 4" DEPTH TOPSOIL AND SEED CONCRETE BELL FOOTING COMPACTED 2'-6" #4 EPOXY COATED REBAR, CONT. 1'-6" VERTICAL CONTROL JOINTS EVERY 10' VERTICAL EXPANSION JOINTS EVERY 50' 1 DECIDUOUS TREE PLANTING N.T.S. BENCH DETAIL 2 EVERGREEN TREE PLANTING N.T.S. 3 SCALE 1/2"=1'-0" 4 SANDBOX KNEE WALL SECTION SCALE 3/4"=1'-0" 12' 3' CAP STONE, SECURE TO SLAB WITH POLYURETHANE SEALANT DOLOMITIC LIMESTONE SLAB W/ WEATHERED EDGES SURFACING VARIES EXPANSION JOINT MATERIAL SURFACING FREE DRAINING STONE BACKFILL TO EXTEND MIN. 12" BEHIND WALL GEOGRID REINFORCEMENT GRAVITY WALL - NOTES 1. LEVELING PAD MUST EXTEND 6 IN. FRONT, BEHIND, AND BELOW THE FIRST COURSE OF UNITS. 2. WALL MUST BE EMBEDDED A MINIMUM OF ONE UNIT BELOW GRADE. 3. JONTS BETWEEN ADJACENT UNITS SHOULD ALIGN WITH THE MIDDLE OF THE UNIT ABOVE TO CREATE A RUNNING BOND. 4. THE TOP COURSE OR COPING STONE MUST BE SECURED TO THE WALL. 5. FINAL GRADING ABOVE AND BELOW THE WALL SHOULD PREVENT PONDING AND INFILTRATION OF WATER. 6. PRIOR TO INSTALLATION A PROFESSIONAL ENGINEER SHALL REVIEW THE SITE SOIL AND GEOMETRIC CONDITIONS TO ENSURE THE DESIGNED RETAINING WALL IS COMPATIBLE WITH THE SITE. ATHLETIC FACILITY PLANNING *SITE PLANNING * CONSULTING * LANDSCAPE ARCHITECTURE 3269 COOLIDGE HWY * BERKLEY, MI PH * FAX GEOTEXTILE FILTER FABRIC 4" PERF. DRAINTILE CRUSHED STONE LEVELING PAD WALL ELEVATION A-A SCALE 1/4"=1'-0" 6 GRAVITY WALL SECTION SCALE 1/2"=1'-0"

5 1/8" = 1'-0" LEGEND 16 NOTES EXISTING SPOT ELEVATION 1. NOTES AND LEGEND SHALL APPLY TO ALL SHEETS AND ALL SITES 2. CONTRACTOR SHALL BE SOLELY RESPONSIBLE AND MAKE EVERY EFFORT TO LOCATE EXISTING UNDERGROUND UTILITIES. THIS SHALL INCLUDE CONSULTING WITH ALL LOCAL UTILITY COMPANIES AND USING A SIGNAL LOCATOR PRIOR TO EXCAVATION. ANY AND ALL REPAIRS SHALL BE COMPLETED WITHIN 48 HRS. OR THE OWNER SHALL HAVE THE REPAIR WORK COMPLETED AT THE CONTRACTORS EXPENSE PROPOSED SPOT GRADE FENCE T/T=XXX.XX TOP OF TRENCH ELEVATION DRAINAGE STRUCTURE T/C=XXX.XX TOP OF CURB ELEVATION STORM DRAIN T/W=XXX.XX TOP OF WALL ELEVATION NORTH TOPSOIL AND SEED ALL AREAS DISTURBED AND NOT OTHERWISE DEVELOPED. ALL WORK I.E. DEMOLITION AND REMOVALS, DRAINAGE WORK, STONE AND ASPHALT, FENCING, POURED-IN-PLACE SURFACE, SYNTHETIC TURF, ETC. SHALL BE COMPLETED BY DATE AS NOTED IN CONTRACT DOCUMENTS. ALL LAWN AREAS SHALL SLOPE TO DRAINAGE STRUCTURES. ALL CONTOURS AND SPOT GRADES REFER TO FINISH GRADE OF LAWN, ASPHALT, OR CONCRETE. THEY DO NOT FACTOR IN THE ALL-WEATHER SURFACE OR ACRYLIC COATING. LIGHT POLE DRAINAGE SWALE ELECTRICAL FENCE - SEE PLANS FOR HT. WATER DRAINAGE STRUCTURE TELEPHONE STORM DRAIN IRRIGATION FLAT DRAIN PROPERTY 6" PERFORATED DRAINTILE SANITARY 8" PERFORATED DRAINTILE GAS LIGHT POLE ELECTRICAL WATER EX. FENCE TO REMAIN TELEPHONE IRRIGATION LIMITS OF CONSTRUCTION POURED IN PLACE SURFACING OVER 4" CONCRETE OVER 4" COMPACTED SAND BASE 4" COMPACTED SAND 4" COMPACTED SAND BASE (TYP) TOPSOIL AND SOD SAND SYNTHETIC TURF SURFACING OVER 6" LIMESTONE AGGREGATE DRAINAGE LAYER 12" ENGINEERED WOOD FIBER ALTERNATE BID A-3: PICNIC TABLES GENERAL LAWN RESTORATION 4" COMPACTED SAND BASE (TYP) ALTERNATE BID A-4: 10'x10' STORAGE SHED LITTLELEAF LINDEN (T ) POURED IN PLACE SURFACING ATHLETIC FACILITY PLANNING *SITE PLANNING * CONSULTING * LANDSCAPE ARCHITECTURE 3269 COOLIDGE HWY * BERKLEY, MI PH * FAX ENG. WOOD FIBER (TYP) ALTERNATE BID A-2: SHIP WRECK GENERAL LAWN RESTORATION 6' BENCH W/ BACK (TYP) BALANCING LOGS 2 BAY SWING SET W/: (1) BELT SEAT (2) FULL BUCKET SEATS (1) INCLUSIVE SEAT Bid Package No.4 LOG TUNNEL ALTERNATE BID A-1: LARGE PLAY STRUCTURE ENG. WOOD FIBER (TYP) ENG. WOOD FIBER (TYP) WHITE DOGWOOD (C ) 8'x8' SINGLE POST SHADE STRUCTURE (TYP) SYNTHETIC TURF SYNTHETIC TURF NORTHERN CATALPA (C ) TOPSOIL & SOD SLENDER HINOKI FALSE CYPRESS (C 'G ') 12' ARCHED BRIDGE GUARDRAIL FENCE (TYP) 12' 8'x8' SINGLE POST SHADE STRUCTURE (TYP) EASTERN REDBUD (C ) STRAIGHT CURB SYNTHETIC TURF SURFACING WITH PAD OVER 6" AGGREGATE DRAINAGE LAYER. SYNTHETIC TURF ENG. WOOD FIBER (TYP) 15'x15' SINGLE POST SHADE STRUCTURE ALTERNATE BID A-4: 10'x10' STORAGE SHED STONE POD HOPPERS WHITE DOGWOOD (C ) LOG SLIDE 12'x12' SINGLE POST SHADE STRUCTURE 6' BENCH W/ BACK (TYP) FROG CLIMBER 4' BLACK VINYL C/L FENCE (TYP) 4" COMPACTED SAND BASE (TYP) ALTERNATE BID A-3: PICNIC TABLES SANDBOX AND FOSSIL FIND POURED IN PLACE SURFACING OVER 4" CONCRETE OVER 4" COMPACTED SAND ENG. WOOD FIBER (TYP) GENERAL LAWN RESTORATION PLAYHOUSE FOR 6-8 CHILDREN 6' BENCH W/ BACK (TYP) " COMPACTED SAND BASE (TYP) 8'x8' SINGLE POST SHADE STRUCTURE

6 NOTES 1/8" = 1'-0" LEGEND EXISTING PROPOSED 1. NOTES AND LEGEND SHALL APPLY TO ALL SHEETS AND ALL SITES SPOT ELEVATION SPOT GRADE 2. CONTRACTOR SHALL BE SOLELY RESPONSIBLE AND MAKE EVERY EFFORT TO LOCATE EXISTING UNDERGROUND UTILITIES. THIS SHALL INCLUDE CONSULTING WITH ALL LOCAL UTILITY COMPANIES AND USING A SIGNAL LOCATOR PRIOR TO EXCAVATION. ANY AND ALL REPAIRS SHALL BE COMPLETED WITHIN 48 HRS. OR THE OWNER SHALL HAVE THE REPAIR WORK COMPLETED AT THE CONTRACTORS EXPENSE. 3. TOPSOIL AND SEED ALL AREAS DISTURBED AND NOT OTHERWISE DEVELOPED. ALL WORK I.E. DEMOLITION AND REMOVALS, DRAINAGE WORK, STONE AND ASPHALT, FENCING, POURED-IN-PLACE SURFACE, SYNTHETIC TURF, ETC. SHALL BE COMPLETED BY DATE AS NOTED IN CONTRACT DOCUMENTS. ALL LAWN AREAS SHALL SLOPE TO DRAINAGE STRUCTURES. 4. ALL CONTOURS AND SPOT GRADES REFER TO FINISH GRADE OF LAWN, ASPHALT, OR CONCRETE. THEY DO NOT FACTOR IN THE ALL-WEATHER SURFACE OR ACRYLIC COATING. NORTH FENCE DRAINAGE STRUCTURE STORM DRAIN LIGHT POLE ELECTRICAL WATER T/T=XXX.XX T/C=XXX.XX T/W=XXX.XX TOP OF TRENCH ELEVATION TOP OF CURB ELEVATION TOP OF WALL ELEVATION DRAINAGE SWALE FENCE - SEE PLANS FOR HT. DRAINAGE STRUCTURE TELEPHONE STORM DRAIN IRRIGATION FLAT DRAIN PROPERTY 6" PERFORATED DRAINTILE SANITARY 8" PERFORATED DRAINTILE GAS LIGHT POLE ELECTRICAL WATER TELEPHONE IRRIGATION LIMITS OF CONSTRUCTION POURED IN PLACE SURFACING OVER 4" CONCRETE OVER 4" COMPACTED SAND BASE 4" COMPACTED SAND TOPSOIL AND SOD 15' SAND 15' SYNTHETIC TURF SURFACING OVER 6" LIMESTONE AGGREGATE DRAINAGE LAYER 12" ENGINEERED WOOD FIBER 13'-2" 1 5' '-10" R3' R10'-4" 1 & 2 3 LITTLELEAF LINDEN (Tilia cordata) ATHLETIC FACILITY PLANNING *SITE PLANNING * CONSULTING * LANDSCAPE ARCHITECTURE 3269 COOLIDGE HWY * BERKLEY, MI PH * FAX R3' 10 3 R10' 1 & & 2 WHITE DOGWOOD (Cornus florida) 6 SLENDER HINOKI FALSE CYPRESS (Chamaecyparis obtusa 'Gracilis') 2 12' 5' 6" NORTHERN CATALPA (Catalpa speciosa) 3'-5" 11 EASTERN REDBUD (Cercis canadensis) 6" '-8" WHITE DOGWOOD (Cornus florida) 5 4 R7'-6" R5' R2'-6" 6' 8' 5&6 3 1 & SIM

7 NOTES 1/8" = 1'-0" LEGEND EXISTING PROPOSED 1. NOTES AND LEGEND SHALL APPLY TO ALL SHEETS AND ALL SITES SPOT ELEVATION SPOT GRADE 2. CONTRACTOR SHALL BE SOLELY RESPONSIBLE AND MAKE EVERY EFFORT TO LOCATE EXISTING UNDERGROUND UTILITIES. THIS SHALL INCLUDE CONSULTING WITH ALL LOCAL UTILITY COMPANIES AND USING A SIGNAL LOCATOR PRIOR TO EXCAVATION. ANY AND ALL REPAIRS SHALL BE COMPLETED WITHIN 48 HRS. OR THE OWNER SHALL HAVE THE REPAIR WORK COMPLETED AT THE CONTRACTORS EXPENSE. 3. TOPSOIL AND SEED ALL AREAS DISTURBED AND NOT OTHERWISE DEVELOPED. ALL WORK I.E. DEMOLITION AND REMOVALS, DRAINAGE WORK, STONE AND ASPHALT, FENCING, POURED-IN-PLACE SURFACE, SYNTHETIC TURF, ETC. SHALL BE COMPLETED BY DATE AS NOTED IN CONTRACT DOCUMENTS. ALL LAWN AREAS SHALL SLOPE TO DRAINAGE STRUCTURES. 4. ALL CONTOURS AND SPOT GRADES REFER TO FINISH GRADE OF LAWN, ASPHALT, OR CONCRETE. THEY DO NOT FACTOR IN THE ALL-WEATHER SURFACE OR ACRYLIC COATING. NORTH FENCE DRAINAGE STRUCTURE STORM DRAIN LIGHT POLE ELECTRICAL WATER T/T=XXX.XX T/C=XXX.XX T/W=XXX.XX TOP OF TRENCH ELEVATION TOP OF CURB ELEVATION TOP OF WALL ELEVATION DRAINAGE SWALE FENCE - SEE PLANS FOR HT. DRAINAGE STRUCTURE TELEPHONE STORM DRAIN IRRIGATION FLAT DRAIN PROPERTY 6" PERFORATED DRAINTILE SANITARY 8" PERFORATED DRAINTILE GAS LIGHT POLE ELECTRICAL WATER TELEPHONE IRRIGATION LIMITS OF CONSTRUCTION 755 POURED IN PLACE SURFACING OVER 4" CONCRETE OVER 4" COMPACTED SAND BASE 754 4" COMPACTED SAND ADJUST EX. RIM ELEV. TO TOPSOIL AND SOD SAND SYNTHETIC TURF SURFACING OVER 6" LIMESTONE AGGREGATE DRAINAGE LAYER 12" ENGINEERED WOOD FIBER BOTTOM OF SWALE: ATHLETIC FACILITY PLANNING *SITE PLANNING * CONSULTING * LANDSCAPE ARCHITECTURE 3269 COOLIDGE HWY * BERKLEY, MI PH * FAX :12 SLOPE LANDING :12 SLOPE :12 SLOPE LANDING :12 SLOPE ' CENTER OF ARCH BRIDGE ELEV. = :12 SLOPE LANDING :12 SLOPE LANDING :12 SLOPE 760 NEW CATCH BASIN RIM ELEV. = NEW CATCH BASIN RIM ELEV. = MATCH MATCH

8 NOTES 1/8" = 1'-0" LEGEND EXISTING PROPOSED 1. NOTES AND LEGEND SHALL APPLY TO ALL SHEETS AND ALL SITES SPOT ELEVATION SPOT GRADE 2. CONTRACTOR SHALL BE SOLELY RESPONSIBLE AND MAKE EVERY EFFORT TO LOCATE EXISTING UNDERGROUND UTILITIES. THIS SHALL INCLUDE CONSULTING WITH ALL LOCAL UTILITY COMPANIES AND USING A SIGNAL LOCATOR PRIOR TO EXCAVATION. ANY AND ALL REPAIRS SHALL BE COMPLETED WITHIN 48 HRS. OR THE OWNER SHALL HAVE THE REPAIR WORK COMPLETED AT THE CONTRACTORS EXPENSE. 3. TOPSOIL AND SEED ALL AREAS DISTURBED AND NOT OTHERWISE DEVELOPED. ALL WORK I.E. DEMOLITION AND REMOVALS, DRAINAGE WORK, STONE AND ASPHALT, FENCING, POURED-IN-PLACE SURFACE, SYNTHETIC TURF, ETC. SHALL BE COMPLETED BY DATE AS NOTED IN CONTRACT DOCUMENTS. ALL LAWN AREAS SHALL SLOPE TO DRAINAGE STRUCTURES. 4. ALL CONTOURS AND SPOT GRADES REFER TO FINISH GRADE OF LAWN, ASPHALT, OR CONCRETE. THEY DO NOT FACTOR IN THE ALL-WEATHER SURFACE OR ACRYLIC COATING. NORTH FENCE DRAINAGE STRUCTURE STORM DRAIN LIGHT POLE ELECTRICAL WATER T/T=XXX.XX T/C=XXX.XX T/W=XXX.XX TOP OF TRENCH ELEVATION TOP OF CURB ELEVATION TOP OF WALL ELEVATION DRAINAGE SWALE FENCE - SEE PLANS FOR HT. DRAINAGE STRUCTURE TELEPHONE STORM DRAIN IRRIGATION FLAT DRAIN PROPERTY 6" PERFORATED DRAINTILE SANITARY 8" PERFORATED DRAINTILE GAS LIGHT POLE ELECTRICAL WATER TELEPHONE IRRIGATION LIMITS OF CONSTRUCTION POURED IN PLACE SURFACING OVER 4" CONCRETE OVER 4" COMPACTED SAND BASE ADJUST RIM TO SURROUNDING GRADE 4" COMPACTED SAND TOPSOIL AND SOD SAND 8" SCH 40 PVC STORM DRAIN FIELD CONNECT TO EX. CATCH BASIN 6" PERFORATED SLOPE (MIN. 18" COVER) SYNTHETIC TURF SURFACING OVER 6" LIMESTONE AGGREGATE DRAINAGE LAYER 12" ENGINEERED WOOD FIBER ATHLETIC FACILITY PLANNING *SITE PLANNING * CONSULTING * LANDSCAPE ARCHITECTURE 3269 COOLIDGE HWY * BERKLEY, MI PH * FAX " PERFORATED SLOPE PERFORATED FLAT SLOPE (MIN 18" COVER) PERFORATED FLAT SLOPE 8" SCH 40 PVC STORM DRAIN FIELD CONNECT TO CATCH BASIN 6" PERFORATED SLOPE (MIN. 18" COVER)