350 East Michigan Avenue, Suite #415 - Greenville...
Transcript of 350 East Michigan Avenue, Suite #415 - Greenville...
94
94
Fax (269) 381-2944Phone (269) 381-3357
Kalamazoo, Michigan 49007350 East Michigan Avenue, Suite #415
Landscape Architecture
Campus & Institutional PlanningParks & Recreation
Urban Planning
Camp Planning & Design
Fax (269) 381-2944Phone (269) 381-3357
Kalamazoo, Michigan 49007350 East Michigan Avenue, Suite #415
Landscape Architecture
Campus & Institutional PlanningParks & Recreation
Urban Planning
Camp Planning & Design
SURVEY OF EXISTING CONDITIONS PROVIDED BY THE CITY OF GREENVILLEFOR DESIGN/BUILD PURPOSES ONLY. SPOT ELEVATIONS WERE SHOT FORFIELD VERIFICATION ONLY. THIS IS NOT A SEALED SURVEY DRAWING.CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL INFORMATION SHOWNIN THE FIELD. IF THERE ARE ANY DISCREPANCIES, CONTRACTOR ISREQUIRED TO CONTACT LANDSCAPE ARCHITECT FOR RESOLUTION PRIORTO ANY WORK BEING DONE.
LIGHT POLE
BENCHMARK
DESCRIPTIONSYMBOL
DECIDUOUS TREE
EVERGREEN TREE
EXISTING BRICK PAVERS
EXISTING SPOT ELEVATION
CITY HALL BUILDING
W. WASHINGTON ST.
S. LAFAYETTE ST.
EXISTING TREETO REMAIN
EXISTING TREETO REMAIN
EXISTING FOUNTAINTO REMAIN
EXISTING TREES TOBE REMOVED BYOWNER. GRIND STUMPSTO A DEPTH OF 2 FT.BELOW FINISH GRADE.TYP., 19 TREES.
4
1
3
3
5
6
6
EXISTING TREETO REMAIN
EXISTING FLAGPOLES TO REMAIN, TYP.
EXISTING LIGHTPOLES TO REMAIN, TYP.
EXISTING LIGHT POLESTO REMAIN
EXISTING SIGNTO REMAIN
EXISTING POWER WIRELOCATIONTO REMAIN.CAP ELECTRICAL SUPPLY
7
7
EXISTING CONCRETEAND MONUMENT TOREMAIN.
2
2
2
2
2
2
EXISTING MONUMENTAND CONCRETE PAD TOREMAIN.
EXISTING BRICK PAVINGTO REMAIN
REMOVE EXISTING TURF,SHRUBS, ANDPERENNIALS INCLUDINGROOT BALL, TYP.
BUILDING ENTRANCE,EMERGENCY PHONE,AND BIKE RACKS ARENOT TO BE BLOCKEDDURING CONSTRUCTION
EXISTING SIGN TOREMAIN
EXISTING POWER WIRELOCATIONTO REMAIN.CAP ELECTRICAL SUPPLY
EXISTING POWER WIRELOCATIONTO REMAIN.CAP ELECTRICAL SUPPLY
Fax (269) 381-2944Phone (269) 381-3357
Kalamazoo, Michigan 49007350 East Michigan Avenue, Suite #415
Landscape Architecture
Campus & Institutional PlanningParks & Recreation
Urban Planning
Camp Planning & Design
6. ALL TOPSOIL AND EXCESS FILL MATERIAL SHALL BE STOCKPILED ON SITE SEPARATELY FOR LATER RE-USE.LOCATE STOCKPILES IN AREAS AS DIRECTED BY CONSTRUCTION MANAGER AND PROTECT FROM EFFECTS OFEROSION.
5. DISCREPANCIES BETWEEN SITE AND PLANS SHOULD BE REPORTED TO THE PROJECT MANAGER IMMEDIATELY.
4. REFER TO LAYOUT PLAN FOR LIMITS OF WORK.
3. PROTECT ALL TREES & EXISTING FEATURES TO REMAIN AS SPECIFIED.
2. VERIFY LOCATIONS OF ALL BELOW GRADE UTILITIES PRIOR TO BEGINNING WORK. 72 HOURS BEFORE YOUDIG CALL "MISS DIG" AT 1-800-482-7171.
1. SURVEY OF EXISTING CONDITIONS PROVIDED BY THE CITY OF GREENVILLE FOR DESIGN/BUILD PURPOSES. ALLLAYOUT AND PROPOSED ELEVATIONS TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
REMOVE EXISTING LITTER RECEPTACLE.
REMOVE EXISTING BRICK PAVING INCLUDING SUB-BASE.
TEMPORARY TREE PROTECTION FENCE, 2/C1.0
REMOVE EXISTING BENCH INCLUDING FOUNDATIONS.
4
3
1
REMOVE TREE
AND BASEREMOVE BRICK PAVEMENT
2 EXISTING TREES TO BE REMOVED BY OWNER. GRIND STUMPS TO A DEPTH OF 2 FT. BELOW FINISH GRADE.
PROVIDE AND MAINTAIN TEMPORARY TREE PROTECTION FENCING IN ALL LOCATIONS MARKED . TREE FENCING SHALL BE PROVIDED AND IN PLACE PRIORTO ANY WORK ON SITE (INCLUDING TOPSOIL STRIPPING OPERATIONS). REFER TO THEFOLLOWING NOTES AND THE SPECIFICATIONS FOR TREE PROTECTION REQUIREMENTS.
1. NO CONSTRUCTION OPERATIONS, EQUIPMENT, MATERIALS OR TOPSOIL SHALL BEALLOWED WITHIN THE TREE PROTECTION AREAS.
2. EXISTING GROUND COVER AND TOPSOIL SHALL NOT BE REMOVED FROM TREEPROTECTION AREAS DURING EARTHWORK PHASE.
3. VEHICULAR TRAFFIC, PARKING, EQUIPMENT OR MATERIAL STORAGE MAY NOT OCCURWITHIN THE TREE PROTECTION AREAS AT ANY TIME.
4. NO EXCAVATION SHALL BE MADE WITHIN THE TREE PROTECTION AREAS EXCEPT ASNOTED OTHERWISE.
REMOVE MISCELLANEOUSFEATURE AS NOTED
1 Site Demolition Plan
EXISTING GRADE
4'-0"
MIN
.
NOTE: REMOVE FENCING UPONCOMPLETION OF PROJECT
FARM TYPE GALVANIZEDWIRE FENCE FABRIC
"U" TYPE METAL POSTSAT 6'-0" ON CENTER
REMOVE AND SALVAGE EXISTING SIGN. REMOVE CONCRETE FOOTINGS, COMPLETE. SEE SHEET 5
REMOVE AND SALVAGE EXISTING CONCRETE PLANTERS. SEE SHEET C2.0 FOR NEW LOCATIONS.6
REMOVE EXISTING POWER PEDESTAL, CAP ELECTRICAL SUPPLY, AND TURN OFF CIRCUIT BREAKER. 7
AND PREP FOR PLANTING, REFER TO SPECIFICATIONSREMOVE EXISTING VEGETATION
C2.0 FOR NEW LOCATION.
7. CITY OF GREENVILLE TO CATALOG LOCATIONS OF PLAQUES PRIOR TO CONSTRUCTION, CITY OFGREENVILLE TO REMOVE PLAQUES BEFORE CONSTRUCTION, AND REPLACE PLAQUES AFTER CONSTRUCTIONPER CITY OF GREENVILLE'S SPECIFICATIONS.8. SEE CITY OF GREENVILLE'S PLAQUE CATALOG LOCATION DRAWING FOR LOCATIONS PRIOR TOCONSTRUCTION . DWG LOCATED IN GREENVILLE CITY HALL BLDG
CITY HALL BUILDING
W. WASHINGTON ST.
S. LAFAYETTE ST.
BRICK PAVING TO MEETADJACENT SURFACE FLUSH,TYP.
Fax (269) 381-2944Phone (269) 381-3357
Kalamazoo, Michigan 49007350 East Michigan Avenue, Suite #415
Landscape Architecture
Campus & Institutional PlanningParks & Recreation
Urban Planning
Camp Planning & Design
1. SURVEY OF EXISTING CONDITIONS PROVIDED BY THE CITY OF GREENVILLE FOR DESIGN/BUILD PURPOSES ONLY.SPOT ELEVATIONS WERE SHOT FOR FIELD VERIFICATION ONLY. THIS IS NOT A SEALED SURVEY DRAWING.CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL INFORMATION SHOWN IN THE FIELD. IF THERE ARE ANYDISCREPANCIES, CONTRACTOR IS REQUIRED TO CONTACT LANDSCAPE ARCHITECT FOR RESOLUTION PRIOR TO ANYWORK BEING DONE.2. PAVEMENT DIMENSIONS AND RADII ARE TO EDGE OF PAVEMENT OR BACK OF CURB.
3. DISCREPANCIES BETWEEN SITE AND PLANS SHOULD BE REPORTED TO THE PROJECT MANAGER IMMEDIATELY.
4. VERIFY LOCATIONS OF ALL BELOW GRADE UTILITIES PRIOR TO BEGINNING WORK. 72 HOURS BEFORE YOU DIGCALL "MISS DIG" AT 1-800-482-7171.
5. SITE LAYOUT POINTS SHOULD BE ESTABLISHED AND PROTECTED FOR FUTURE SITE WORK.
BARRIER-FREE PARKING AND ACCESSIBLE ROUTE(S) MUST COMPLY WITH THE AMERICANS WITH DISABILITIESACT AND MICHIGAN BARRIER-FREE CODE REQUIREMENTS, INCLUDING BUT NOT LIMITED TO THEFOLLOWING:
- 1:50 (2%) MAXIMUM CROSS-SLOPE ON ACCESSIBLE ROUTE.- NO CHANGES IN LEVEL GREATER THAN 1/2" ALONG ACCESSIBLE ROUTE.- 1:20 (5%) MAXIMUM LONGITUDINAL SLOPE ON ACCESSIBLE ROUTE (EXCEPT WHERE RAMPS ARE PROVIDED).- 1:50 (2%) MAXIMUM SLOPE (IN ANY DIRECTION) IN B.F. PARKING AND ACCESS AISLES.
LIMIT OF WORK
BRICK PAVERS OVER SAND BASE
DESCRIPTIONSYMBOL
DETAIL
BENCHES
TRASH RECEPTACLES
SALVAGED PARK SIGN
SALVAGED CONCRETE PLANTERS
FOUNTAIN TO BE PAINTED BY OWNER
KEY DESCRIPTION
2 /C4.0
3 /C4.0
4 /C4.0
5/C4.0
1 Site Layout Plan
REPLACE ELECTRICAL BOX/OUTLETS 6/C4.0
N.I.C.
BRICK PAVING ADJACENT TO EXISTING CONCRETE 7/C4.0 & 10/C4.0
BRICK PAVING ADJACENT TO EXISTING FOUNTAIN FACADE 9/C4.0 & 10/C4.0
1/C4.0 & 8/C4.0
BRICK PAVING ADJACENT TO TURF OR MULCH 1/C4.0 & 8/C4.0
CITY HALL BUILDING
W. WASHINGTON ST.
S. LAFAYETTE ST.
MEET EXISTINGPAVEMENTSFLUSH, TYP.
MEET EXISTINGPAVEMENTSFLUSH, TYP.
MEET EXISTINGPAVEMENTSFLUSH, TYP.
MEET EXISTINGPAVEMENTSFLUSH, TYP.
MEET EXISTINGPAVEMENTSFLUSH, TYP.
+HP
+HP
+100.5HP
102100
102
100
100
100
100
100
+100.1
+100.1
+100.1
1%
+99.94
+100.03
1%
2%
+HP 100.15
MEET EXISTINGGRADE AT BUILDING, TYP.
100
100
101
2%
101
1%
MEET EXISTINGGRADE AT SIDEWALK TYP.
1%1%
2%
10033%3:1
33%3:1
33%3:1
25%4:1
100
+
+100.0
HP
+
MIN 1%
MIN
1%
MIN 1%
25%4:1
100.5HP
+
Fax (269) 381-2944Phone (269) 381-3357
Kalamazoo, Michigan 49007350 East Michigan Avenue, Suite #415
Landscape Architecture
Campus & Institutional PlanningParks & Recreation
Urban Planning
Camp Planning & Design
DIRECTION AND PERCENTAGE OF SLOPE
HP HIGH POINT
710
949.5
PROPOSED CONTOURS
EXISTING CONTOURS
PROPOSED SPOT ELEVATIONS
EXISTING SPOT ELEVATIONS
2%
3. ALL NEW PAVEMENTS AND TURF AREAS ARE INTENDED TO DRAIN FREELY WITH NO PONDING. IF THIS CANNOT BEACHIEVED USING THE PROPOSED GRADES, NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY FOR RESOLUTION.
2. VERIFY LOCATIONS OF ALL BELOW GRADE UTILITIES PRIOR TO BEGINNING WORK. 72 HOURS BEFORE YOU DIG CALL "MISSDIG" AT 1-800-482-7171.
1. SURVEY OF EXISTING CONDITIONS PROVIDED BY THE CITY OF GREENVILLE FOR DESIGN/BUILD PURPOSES ONLY. SPOTELEVATIONS WERE SHOT FOR FIELD VERIFICATION ONLY. THIS IS NOT A SEALED SURVEY DRAWING. CONTRACTOR ISRESPONSIBLE FOR VERIFYING ALL INFORMATION SHOWN IN THE FIELD. IF THERE ARE ANY DISCREPANCIES, CONTRACTOR ISREQUIRED TO CONTACT LANDSCAPE ARCHITECT FOR RESOLUTION PRIOR TO ANY WORK BEING DONE.
WORK LIMIT LINE
1 Site Grading Plan
4. ADJUST TOP OF EXISTING MANHOLES, CATCH BASINS, VAULT COVERS, ETC. TO NEW FINISH GRADE AS REQUIRED.
BARRIER-FREE PARKING AND ACCESSIBLE ROUTE(S) MUST COMPLY WITH THE AMERICANS WITH DISABILITIESACT AND MICHIGAN BARRIER-FREE CODE REQUIREMENTS, INCLUDING BUT NOT LIMITED TO THEFOLLOWING:
- 1:50 (2%) MAXIMUM CROSS-SLOPE ON ACCESSIBLE ROUTE.- NO CHANGES IN LEVEL GREATER THAN 1/2" ALONG ACCESSIBLE ROUTE.- 1:20 (5%) MAXIMUM LONGITUDINAL SLOPE ON ACCESSIBLE ROUTE (EXCEPT WHERE RAMPS ARE PROVIDED).- 1:50 (2%) MAXIMUM SLOPE (IN ANY DIRECTION) IN B.F. PARKING AND ACCESS AISLES.
PAVER EDGING
6" COMPACTED AGGREGATE BASE
1" SAND SETTING BED
HAND TIGHT JOINTS, FILL WITH SAND
BRICK PAVER (2 1/4" 57mm)
SUBGRADE ORSUBBASE
ALUMINUM EXTRUSION SEAT AND BACK
CAST ALUMINUM END FRAMES
LOCK
VERTICAL STRAP BASKET INSERT
4x4 SIGN POST
FINISH GRADE
CONC. FTG., SLOPE TOP TO DRAIN(SEE NOTE).
BOTTOM OF SIGN FACE
GALVANIZED, AFTER FAVRICATION. POWDERCOATED OR TWO PART EPOXY PAINT. STEELPOST CAP, SECURED WITH 3/8" HEX HEADTAMPER REISTANT BOLTS.
36"x4"x4" SQUARE STEEL PEDESTAL.GALVANIZED AFTER FABRICATION. BLACKPOWDER COATED OR TWO PART EPOXY PAINT
WEATHER PROOF CAST ALUMINUM COVER, INUSE STYLE. THOMAS & BETTS SMALL VERTICALCOVERMODEL CKSGV
WEATHER PROOF 20A, GFCI DUPLEXRECEPTACLE, MOUNTED INSIDE PEDESTAL
BOND PEDESTAL TOGROUNDING CONDUCTOR
ALLOW ENOUGH SLACKIN WIRES TO REMOVESPLICE THRU TOP OF POST
INSTALL 6" OF PEA STONE IN BASE OFPEDESTAL
FINISH GRADE
FINISH GRADE
SALVAGED PLANTER, CENTER ONCIRCULAR PAVER CENTER.
18" DIAMETER PRECAST CONCRETECIRCULAR PAVER, 2" THICK3" DEPTH AGGREGATE BASE
TOP OF PAVER TO BE FLUSHWITH SURROUNDING TURF
SURFACE MOUNT LITTER RECEPTACLE PERMANUFACTURER'S WRITTENINSTRUCTIONS. CONTRACTOR RESPONSIBLEFOR ALL INSTALLATION FASTENERS TOMEET MANUFACTURER'S WRITTENINSTRUCTIONS.
SURFACE MOUNT LITTER RECEPTACLE PERMANUFACTURER'S WRITTENINSTRUCTIONS. CONTRACTOR RESPONSIBLEFOR ALL INSTALLATION FASTENERS TOMEET MANUFACTURER'S WRITTENINSTRUCTIONS.
PLACE BENCH 6" FROMEDGE OF PAVING
PLACE LITTER RECEPTACLE6" FROM EDGE OF PAVING
EXISTING CONCRETE
L BRACKET EDGE RESTRAINT BRICK PAVERS, SEEDETAIL 1 AND 8 THIS SHEET
GEOTEXTILE FABRIC
SOLDIER COURSEHERRINGBONEPATTERN
PAVER EDGE RESTRAINT
ADJACENT TURF OR LANDSCAPE BEDS
SOLDIER COURSE
EXISTING CONCRETE FOUNTAIN STRUCTURE
EXISTING GRANITE VENEERBRICK PAVERS, SEEDETAIL 1 AND 8 THIS SHEET
SOLDIER COURSEHERRINGBONEPATTERN
ADJACENT FOUNTAIN FACADE OR CONCRETE BAND
SOLDIER COURSE
COMPACTED SUBGRADE
AT EXISTING CONCRETE
Fax (269) 381-2944Phone (269) 381-3357
Kalamazoo, Michigan 49007350 East Michigan Avenue, Suite #415
Landscape Architecture
Campus & Institutional PlanningParks & Recreation
Urban Planning
Camp Planning & Design
CITY HALL BUILDING
W. WASHINGTON ST.
S. LAFAYETTE ST.
TURF
TURF
TURF
EXISTING TREES TO REMAIN
TURF
TURF
TURF
EXISTING TREES TO REMAIN
PLACE METAL EDGING
PLACE METAL EDGING
ANNUAL DISPLAYS INPLNATERS BY OWNER, TYP.4 PLANTERS
ANNUAL DISPLAYS INPLANTERS BY OWNER,TYP. 4 PLANTERS
ANNUAL DISPLAYS INPLNATERS BY OWNER, TYP.4 PLANTERS
PLACE METAL EDGING
MULCH
MULCH
SEE LANDSCAPE LAYOUTENLARGEMENT THISSHEET.
S. LAFAYETTE ST.
CIRCLE AND CENTER POINTSHOWN FOR REFERENCEONLY. PROPOSED TREESTO BE LOCATED ON THERADIUS.
R40'
R40'R50'
R50'
3'
3'
5.2'
5.3'
10'
10'
4.3'6.1'
PLACE METALEDGING
7.5'
12.5'12.5' 12.5'
8'
Fax (269) 381-2944Phone (269) 381-3357
Kalamazoo, Michigan 49007350 East Michigan Avenue, Suite #415
Landscape Architecture
Campus & Institutional PlanningParks & Recreation
Urban Planning
Camp Planning & Design
PLANT TAG- REFERS TO TYPE AND NUMBER OF PLANTINGSTO BE PROVIDED AND MAINTAINED BY CONTRACTOR.
LIMIT OF WORK
PROPOSED GROUNDCOVER
METAL EDGINGPROPOSED BED LINE/
PROPOSED GRASSES
AND/OR PERENNIALS
PROPOSED SHRUB
SYMBOL
PROPOSED EVERGREEN TREE
PROPOSED DECIDUOUS TREE
DESCRIPTION DETAIL
4 / L1.0
1. SURVEY OF EXISTING CONDITIONS PROVIDED BY THE CITY OF GREENVILLE FOR DESIGN/BUILD PURPOSES ONLY.SPOT ELEVATIONS WERE SHOT FOR FIELD VERIFICATION ONLY. THIS IS NOT A SEALED SURVEY DRAWING.CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL INFORMATION SHOWN IN THE FIELD. IF THERE ARE ANYDISCREPANCIES, CONTRACTOR IS REQUIRED TO CONTACT LANDSCAPE ARCHITECT FOR RESOLUTION PRIOR TOANY WORK BEING DONE.
2. CALL "MISS DIG" AND VERIFY ALL UNDERGROUND UTILITIES PRIOR TO BEGINNING WORK. 72 HOURS BEFOREYOU DIG CALL "MISS DIG" AT 1-800-482-7171. ANY UTILITIES DISTURBED BY CONSTRUCTION SHALL BE REPAIREDAT CONTRACTOR'S EXPENSE.
3. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHOULD BE REPORTED TO THECONSTRUCTION MANAGER IMMEDIATELY FOR RESOLUTION.
4. IN AREAS OF NEW TURF PLACE 4" MINIMUM TOPSOIL, FINE GRADE & ESTABLISH TURF WITHIN SEED LIMITLINES.
5. PLACE SHREDDED HARDWOOD MULCH TO A 3" DEPTH IN ALL TREE & SHRUB BEDS & TO A 2" DEPTH IN ALLGROUND COVER BEDS.
6. UNLESS OTHERWISE NOTED, TOPSOIL, FINE GRADE AND SEED ALL DISTURBED AREAS WITHIN THE SEEDINGLIMIT SHOWN AND AREAS DISTURBED BY CONSTRUCTION.
7. REPAIR AND RESTORE ANY DAMAGE OUTSIDE OF LIMIT OF WORK LINE TO ORIGINAL CONDITION.
8. PROTECT ALL TREES AND EXISTING FEATURES TO REMAIN AS SPECIFIED.
9. ALL TOPSOIL AND EXCESS FILL MATERIAL SHALL BE STOCKPILED ON SITE SEPARATELY FOR LATER RE-USE.LOCATE STOCKPILES IN AREAS AS DIRECTED BY CONSTRUCTION MANAGER AND PROTECT FROM EFFECTS OFEROSION.
10. ALL NURSERY STOCK SHALL BE TRUE TO TYPE AND NAME. ALL STOCK SHALL BE FIRST CLASS QUALITY WITHWELL DEVELOPED BRANCH SYSTEMS AND VIGOROUS HEALTHY ROOT SYSTEMS. ALL STOCK SHALL BE WELLFORMED AND THE TRUNKS OF TREES SHALL BE UNIFORM AND STRAIGHT.
11. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR IRRIGATION SCHEDULING FOR THE ENTIRE MAINTENANCEPERIOD UNLESS OTHERWISE NOTED.
12. SEE IRRIGATION PLANS SHEETS IRR. FOR DETAILED IRRIGATION DESIGN.
13. CONTRACTOR RESPONSIBLE TO LOCATE SITE LIGHTING SERVICES. CONTRACTOR RESPONSIBLE TO NOTIFYCONSTRUCTION MANAGER IF DAMAGE TO LIGHTING ELECTRICAL DISTRIBUTION OCCURS.
14. UNLESS OTHERWISE SPECIFIED, ALL PERENNIALS, GRASSES AND GROUNDCOVERS SHALL BE GROWN IN THEIRCONTAINER FOR ONE YEAR PRIOR TO INSTALLATION.
3 / L1.0
5 / L1.0
6/L1.0
6/L1.0
7/L1.0
1 Site Landscape Plan
2 Landscape Layout Enlargement
ENLARGEMENT LIMIT LINE
TREE HEIGHT DETAIL
CITY HALL BUILDING
S. LAFAYETTE ST.
1 "1/4
1QCV
REMOVE EXISTING CONTROLLER AND RETURNTO THE OWNER. REPLACE WITH PROPOSEDNEW CONTROLLER, RE-USE EXISTING 120VPOWER.
P.O.C.
1-11 "1/4
1 "1/4
1 "1/4
1 "1/4
1 "1/4
1-2
1-3 1-4
1-71-61-5
ZONE NUMBER
#18/6 UL APPROVED 24V MULTI-STRAND WIRE (ONE RUN FROM CONTROLLER TO EACH END OF MAINLINE)
INSTALLATION SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR.
2. ALL PLUMBING AND ELECTRICAL SHALL BE INSTALLED ACCORDING
5. IRRIGATION CONTRACTOR'S POINT OF CONNECTION SHALL BE IMMEDIATELY
6. 115V POWER INTO CONTROLLER IS EXISTING.
3. ALL SLEEVES SHALL BE 4" PVC 160# (UNLESS OTHERWISE SPECIFIED). SLEEVE
100# POLYETHYLENE PIPE (PE-3408 NSF APPROVED) (ALL PIPE DOWNSTREAM OF VALVE 1-1/4" AND SMALLER)
UNIT MUST BE TESTED AND REPAIRED IF NEEDED.
TORO CUSTOM COMMAND CONTROLLER
TORO 1" ELECTRIC VALVE
TORO 1" QUICK COUPLER VALVE
WATER REQUIREMENTS: 13 GPM @ ? PSI AT THE P.O.C.
(VERIFY EXACT LOCATION WITH OWNER'S REPRESENTATIVE). 7. CONTROLLER AND RAINSWITCH SHALL BE MOUNTED AT LOCATION SHOWN ON PLAN
4. ALL PIPE NOT SIZED DOWNSTREAM OF VALVE IS 1".
DOWNSTREAM OF EXISTING PRESSURE VACUUM BREAKER.
SYMBOL
TO STATE AND LOCAL CODES.
1. COORDINATE THIS WORK WITH ALL OTHER TRADES.
EXISTING 1-1/2" FEBCO PRESSURE
GENERAL NOTES:
POINT OF CONNECTION (P.O.C.)
PVC 160# PIPE (ALL 1-1/4" MAINLINE)
NOT SHOWN
CCM12
EZF-26-04
474-00
LEGEND
STATION NUMBER
CONTROLLER NUMBER
1-1
ZONE NUMBER VALVE SIZE GPM ZONE TYPE
15'-MPR SERIES
VERIFY HEIGHT OF INSTALLATION IS TO CODE.
9. IF SITE PRESSURE IS NOT ADEQUATE, A BOOSTER PUMP AND RELATED EQUIPMENT
#1.5 LOW ANGLE NOZZLE
1W/TWRS RAIN SWITCH
MAY BE REQUIRED AT ADDITIONAL COST TO OWNER.
12 STATION
12'-MPR SERIES
10'-MPR SERIES
8'-MPR SERIES
5'-MPR SERIES
TVAN-12 NOZZLE
570Z-4P TVAN-12 NOZZLE
TORO FIXED SPRAY POP-UP (4")TVAN-15 NOZZLE570Z-4P
8'-MPR SERIES
10'-MPR SERIES
570Z-4P 15'-MPR SERIES
570Z-4P
570Z-4P
TORO FIXED SPRAY POP-UP (4")
TORO FIXED SPRAY POP-UP (4")
TORO FIXED SPRAY POP-UP (4")
TORO FIXED SPRAY POP-UP (4")
TORO FIXED SPRAY POP-UP (12")
TORO FIXED SPRAY POP-UP (12")
TORO FIXED SPRAY POP-UP (12")
TORO FIXED SPRAY POP-UP (12")
TORO FIXED SPRAY POP-UP (12")
TORO FIXED SPRAY POP-UP (12")
QCV
10. IRRIGATION PIPE AND EQUIPMENT SHOWN IN PAVED AREAS IS FOR CLARITY ONLY AND SHALL BE INSTALLED WITHIN THE TURF & LANDSCAPE AREAS.
11. PIPE ROUTING IS DIAGRAMMATIC. ALL EQUIPMENT AND PIPE ARE TO BE FIELD ADJUSTED TO TAKE INTO CONSIDERATION ANY OBSTRUCTIONS AND ALL LANDSCAPE.
W/(1) KEY AND HOSE SWIVEL
8. IRRIGATION CONTRACTOR SHALL ADJUST THE FLOW CONTROL FEATURE ON ALL ELECTRIC VALVES PER THE MANUFACTURER'S RECOMMENDATIONS TO MAXIMIZE THE VALVES PERFORMANCE AND LONGEVITY.
1-1 1" 13 TURF ROTORS1-2 1" 9 TURF ROTORS1-3 1" 12 TURF SPRAYS1-4 1" 10 LANDSCAPE SPRAYS1-5 1" 13 TURF ROTORS1-6 1" 6 LANDSCAPE SPRAYS1-7 1" 4 LANDSCAPE SPRAYS
TORO GEAR DRIVEN ROTARY POP-UPT5PCK (P/C)
570Z-12P
570Z-12P
570Z-12P
570Z-12P
570Z-12P
570Z-12P
12. NOTE: ALL REFERENCES TO EXISTING IRRIGATION SYSTEMS AND THEIR COMPONENTS ARE BASED ON ORIGINAL BID DOCUMENTS AND AS-BUILTS (IF AVAILABLE). IRRIGATION CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH EXISTING IRRIGATION SYSTEM(S) PRIOR TO INSTALLATION OF ANY NEW IRRIGATION.
VACUUM BREAKERADJUST AS REQUIRED.
Fax (269) 381-2944Phone (269) 381-3357
Kalamazoo, Michigan 49007350 East Michigan Avenue, Suite #415
Landscape Architecture
Campus & Institutional PlanningParks & Recreation
Urban Planning
Camp Planning & Design
1 Site Irrigation Plan
FOR ITS CORRECTNESS.ARCHITECT AND/OR OWNER WHO ASSUMES FULL RESPONSIBILITYTHIS DESIGN IS BASED ON INFORMATION PROVIDED BY THE
Design By:
Revisions:Date:Plan #:
CUMMINGS, C.I.D.19-067C6-12-19
Sparta, MI 49345
800.822.2216
248.373.8800248.373.8899
616.887.6288616.887.7301
Auburn Hills, MI 483261050 Opdyke Road
Fax: Ph:
Fax:Ph:
487 W. Division St.
Know what's below.before you dig.Call
R
SM
EZ-FLO SERIES VALVE DETAILNOT TO SCALE
MODEL NO. EZF-26-04AND WIRED SOLENOID
SEE LEGEND.
PVC MAIN LINELENGTH AS REQUIRED
PVC ELBOW (TYP.)
CONTINUOUS BRICK SUPPORTS
PVC TEE OR ELBOW (TYP.)
SEE SPECS. FOR DEPTH
PVC MALE ADAPTER (TYP.)
SERVICE COIL AND WATERPROOF
VALVE W/ FLOW CONTROL
POLY LATERAL LINE
FINISHED GRADE
VALVE BOX & COVER
CONTROL WIRES WITH 12'' MIN.
WIRE SPLICE CONNECTORS
TORO FxF REMOTE CONTROL
SEE SPECS. FOR DEPTH
LANDSCAPE FABRIC -DUCT TAPE EDGES TOSIDES OF VALVE BOX
570Z INSTALLATION DETAILNOT TO SCALE
PIPE
FITTING
(570Z-4P ONLY)
W/ POSITIVE SPRING SPRAY SPRINKLERTORO 570 SERIES FIXED
RETRACTION
BARBED ELL(2 PLACES)
4" POP-UP
FINISH GRADE
POP-UP SPRAY HEAD WITH RETRACTION FLUSHING TO CLEAR DEBRISFOR RELIABLE POP-DOWN, LOW PRESSURE SEALING AT 15 PSI.RATCHETING RISER, MATCHED PRECIPITATION RATE (MPR) NOZZLESAND OPTIONAL CHECK-O-MATIC CHECK VALVE ELIMINATESLOW HEAD DRAINAGE.
FLEXIBLE TUBING
PIPEBARBED ELL
570 HIGH-POP INSTALLATION DETAILNOT TO SCALE
TORO 570 SERIES FIXED
W/ POSITIVE SPRING RETRACTION
SPRAY SPRINKLER
(570Z-12P ONLY)12" POP-UP
FINISH GRADE
POP-UP SPRAY HEAD WITH RETRACTION FLUSHING TO CLEAR DEBRISFOR RELIABLE POP-DOWN, LOW PRESSURE SEALING AT 15 PSI.RATCHETING RISER, MATCHED PRECIPITATION RATE (MPR) NOZZLESAND OPTIONAL CHECK-O-MATIC CHECK VALVE ELIMINATESLOW HEAD DRAINAGE.
6" POP-UP(570Z-6P ONLY)
SIDE INLET OPTIONON 6" OR 12" MODELS
FLEXIBLE TUBING
BARBED ELL
WIDER THAN 6'WALKS/DRIVES
MAX. 24"MIN. 18"
MIN. 12"MAX. 36"
MIN. 12"
MIN. 12"MAX. 24"
MAX. 36"
ROAD/WALKSURFACE
WALKS 6' WIDEOR LESS
SLEEVE INSTALLATION DETAIL (NO CURB)NOT TO SCALE
(OR AS SPECIFIED)PVC 160# PIPE
SIZE AS NOTED
SECTION/ELEVATIONFRONT
SEE SPECS.
48''-64''
2
SECTION/ELEVATIONRIGHT-SIDE
CODES
MODEL NO. CC-M-XX
LOCAL AND NATIONAL
1/2'' CONDUIT FOR ELECTRICALPOWER CONDUCTORS PER
CLAMPS
WALL
TORO CUSTOM COMMAND
OF STATIONS
IRRIGATION CONTROLLER
SEE PLAN FOR NUMBER
ANCHOR SECURELY TO
REMOTE CONTROL VALVES
FINISHED SURFACE
APPROPRIATE PIPESECURE TO WALL WITHAND SENSOR WIRES
4
3
4
3
2
1
2'' CONDUIT FOR
TORO CUSTOM COMMAND CONTROLLERNOT TO SCALE