HomeMy WebLinkAbout18-073 MapVARIES
VARIES
PLAN
DEPTH TRIPLE HAMMERED HARDWOOD
ILCH. DO NOT MOUND MULCH OVER BASE
PLANT MATERIAL
DADCAST SNAPSHOP HERBICIDE PER
NUFACTURER SPECIFICATION
;HTLY COMPACTED PLANT MIX
-OW ROOT BALL
BACKFILL WITH APPROVED PLANTING MIX. WATER AND
TAMP TO REMOVE AIR POCKETS
NATIVE SOIL - BREAK COMPACTION FOR 4" IF
REQUIRED
NATIVE GRASS & PERENNIAL PLANTING
SHRUB PLANTING
CONTRACTOR TO APPLY
PRE -EMERGENT TO ALL
PLANTING BEDS FOR WEED
CONTROL
REFER TO PLANT
LIST FOR SPACING
SCALE: NTS
FOR WOODY PLANTS, PRUNE ALL
DAMAGED, DISEASED, OR WEAK STEMS
BEGIN MULCH 3" TO 4" AWAY FROM BASE
3" TO 4" OF MULCH
EXCAVATE AND REPLACE EXISTING SOIL.
ADD SOIL AMENDMENTS IF NECESSARY.
WATER THOROUGHLY TO ELIMINATE
AIR POCKETS. DO NOT TAMP.
ROOTBALL - ROOT COLLAR SHALL BE
VISIBLE. REMOVE EXCESS SOIL FROM TOP
OF BALL IF NEEDED. SET TOP OF BALL I"
TO 2" ABOVE FINISHED GRADE TO
ALLOW FOR SETTLING.
TAPERED SIDES - BREAK DOWN OR
ROUGHEN SIDES OF HOLE
SET BALL ON FIRM SOIL
UNDISTURBED SUBGRADE
)LALt: N I
SHRUB ROOTBALL CROWN
TO BE FLUSH WITH FINISH
GRADE AFTER SETTLING
HARDWOOD MULCH Y DEPTH MIN.
ON TOP OF WEED BARRIER
PLANT BED ALUMINUMEDGING
OR CONCRETE BAND REF. PLAN
FINISH GRADE
I" ABOVE TURF
2" MIN. TOPSOIL ALL SOD AREAS
6.5pH
NATIVE SUBSOIL
-`�— COMPACTED PLANT MX BELOW
— ROOT BALL
BACK FILL WITH APPROVED PLANTING MIX
WATER AND TAMP TO REMOVE AIR POCKETS
GROUNDCOVER PLANTING
SCALE: NTS
STEEL PLATE TO MATCH ARCHITECTURE;
TOP ELEVATION CONTINUOUSLY LEVEL
MAX SLOPE 3:1
STEEL PLATE TO MATCH ARCHITECTURE;
TOP ELEVATION CONTINUOUSLY LEVEL
1/4"x2x2 SQUARE TUBE POST 36" O.C. MIN,
24" MAX
VARIES
1/4"STEEL PLATE TACK WELD TO POST
GRIND SMOOTH ALL JOINTS
CLEAN WASH DRAINAGE STONE
WRAPPED IN FILTER FABRIC
(VERIFY WITH CIVIL) 259.30 VARIES
I
— T MIN.
— I INTO NATIVE
O
IL
it —
6"
STEEL PLANTER SECTION
--- �. _
IRRIGATION GENERAL NOTES
IRRIGATION CONTRACTOR SHALL INSTALL ALL EQUIPMENT AS PER MANUFACTURER'S CURRENT
SPECIFICATIONS AND RECOMMENDATIONS.
COORDINATE EXACT LOCATIONS OF WATER METER, BACKFLOW PREVENTER, CONTROLLER AND CLIMATE
SENSOR WITH THE ARCHITECT AND GENERAL CONTRACTOR.
CONTRACTOR SHALL CAREFULLY VERIFY A MINIMUM RESIDUAL WATER PRESSURE OF 70psi @ 40gpm.
CONTRACTOR SHALL NOTIFY THE OWNER IF WATER PRESSURE IS LESS THAN NOTED.
WHEN TRENCHING UNDER THE DRIPLINE OF EXISTING TREES EXTREME CARE MUST BE GIVEN TO AVOID
ROOT DAMAGE. IF AT ALL POSSIBLE AVOID TRENCHING INSIDE THE DRIPLINE BY GOING AROUND THE
TREE RATHER THAN UNDER IT. INSTALL PIPING AND SPRINKLERS ON THE INSIDE OF NEW CURBLINES IF
POSSIBLE. IF TRENCHING MUST OCCUR UNDER THE DRIPLINE, USE EITHER TUNNELING OR HAND -DIGGING
METHODS RATHER THAN A MECHANICAL TRENCHER. MINIMIZE THE IMPACT OF ROOT SEVERING BY
AVOIDING CONSTRUCTION DURING HOT, DRY WEATHER, KEEPING TREES WELL WATERED BEFORE AND
AFTER DIGGING AND COVERING ROOTS WITH SOIL OR MULCH AS SOON AS POSSIBLE.
CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES CAUSED TO ALL UTILITIES (BOTH OVERHEAD AND
BELOWGROUND) DURING THE IRRIGATION INSTALLATION CONTRACTOR SHALL SEEK THE ASSISTANCE
AT LOCAL UTILITIES AND THE OWNER IN THE LOCATION OF THE UTILITIES PRIOR TO PERFORMING
TRENCHING OPERATIONS IN THE WORKING AREA.
WINTERIZATION SHALL BE DONE USING A COMBINATION OF MANUAL DRAIN VALVES IN THE LOW POINTS
OF THE MAINLINE, AUTOMATIC DRAIN VALVES ON LATERAL LINES AND WRAPPING BACKFLOW PREVENTER
WITH HEAT TAPE INSIDE THE ENCLOSURE.
ALL PVC MAINLINE SHALL BE PVC SCH40. LATERAL LINES PVC CL200.
ALL PVC FITTINGS SHALL BE SCH40 PVC TYPE I AND MUST BE OF DOMESTIC MANUFACTURE. PVC SOLVENT
CEMENT AND PRIMER SHALL BE AS RECOMMENDED / APPROVED BY THE MANUFACTURER OF THE PIPE.
CONTRACTOR SHALL INSTALL A TRACER WIRE ABOVE ALL MAINLINE PIPING. INSTALL PER
MANUFACTURER'S RECOMMENDATIONS.
INSTALL SPRINKLERS WITH CHECK VALVE FEATURE TO AVOID LOW- HEAD DRAINAGE FROM SPRINKLERS
AT LOWER ELEVATIONS. PROGRAM CONTROLLER WITH "CYCLE+SOAK" FEATURE AS REQUIRED TO ALLOW
WATER TO INFILTRATE SOIL AND ELIMINATE RUN-OFF.
TOP OF STEEL 2" ABOVE FIFE
FFE 2oc 63.13 (VERIFY WITH CIVIL)
a
101,
1/4"STEEL PLATE ATTACHED TO
CONCRETE SLAB - DRILL AND EPDXY
LAG BOLTS
MINIMUM 12" PLANTING MIX
SCALE: NTS
IRRIGATION NOTE
THE IRRIGATION CONTRACTOR SHALL PROVIDE A FULLY
OPERATIONAL CONVENTIONAL IRRIGAITON SYSTEM. THE
IRRIGATION CONTRACTOR SHALL PROVIDE SHOP DRAWINGS
FOR REVIEW AND APPROVAL. ALL PLANTING AREAS SHALL
RECEIVE DRIP IRRIGATION, TREES SHALL RECEIVE BUBBLERS,
AND SOD AREAS SHALL RECEIVE TURF/POP SPRAY HEADS.
100% HEAD TO HEAD COVERAGE SHALL BE ACHIEVED.
SLEEVING NOTES
THE GENERAL CONTRACTOR SHALL PROVIDE
SCH40 PVC SLEEVING, BURIED AT A MINIMUM
OF 18" AND MAXIMUM OF 24" DEPTH.
UPON COMPLETION OF SITE FILLING AND COMPACTION
OPERATIONS, AND PRIOR TO THE CONSTRUCTION OF
FOUNDATIONS, ROADWAYS, WALKS OR OTHER PAVEMENTS
OR OBSTRUCTIONS, THE GENERAL CONTRACTOR SHALL
INSTALL SLEEVES IN SUFFICIENT SIZES TO ACCOMMODATE
FUTURE IRRIGATION PIPING AND/OR CONTROL WIRING.
ENDS OF SLEEVES SHALL EXTEND 18 INCHES PAST THE EDGES
OF ALL PAVING OR CONSTRUCTION. THE ENDS OF THE
SLEEVES SHALL BE CLEARLY MARKED FOR FUTURE USE BY
THE IRRIGATION CONTRACTOR.
Know what's below.
Call before you dig.
120 South Izard Street p 501.378.0200
Little Rock, AR 72201 f 501.378.0201
210 E. Merriman Ave. p 870.588.6426
Wynne, AR 72396 f 870.238.8310
314 South 3rd Street p 479.93S.4826
Rogers, AR 72756
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Issue Date Project Number
November 8, 2018 2018-110
Drawing Title
LANDSCAPE
DETAILS
Drawing Number
L-200
CROMWELL ARCHITECTS ENGINEERS, INC. ALL RIGHTS RESERVED