HomeMy WebLinkAbout2089-26T
9 8
6
2 4 2 3
4
2 10
3 4 9
2
6 00
H 6
_eo
�0
0 8
CL
LU
fit I
X 5 .0
3
X 3 5
7 IN
5
2X DIA. 6 4
LEGEND: r 4 LEGEND:
LEGEND: 1. NATIVE SOIL 2x DIAIVIETEA 7 1 . CONCRETE MOW STRIP WITH SMOOTH TROWEL FINISH
2. CENTER TREE IN BASIN. SET CROWN 1"ABOVE
LEGEND 1 . CROWN OF PLANT TO BE PLANTED 1/2"ABOVE FINISH GRADE. 2. #3 REBAR CONTINUOUS
GRADE 3. PLANT TABS PER SPECIFICATIONS 3. 1/2" RADIUS
2. BASIN 4. BACKFILL MIX PER SPECIFICATIONS 4. FINISH GRADE
1. CONTAINER POT PER PLAN 5. ROOTBALL 5. COMPACTED SUBGRADE PER SOIL ENGINEER'S REPORT
2. CONTAINER POT SOIL MIX PER SPECIFICATIONS 3. BACKFILL MIX PER SPECIFICATIONS 6. 3" BERM COMPACTED IN PLACE TO FORM WATER
3. SOIL SEPERATOR - MARAFI #1 40N OR APPROVED EQUAL 4. TEMPORARY 2" EARTH BERM BASIN NOTES
4. 3/4" GRAVEL 5. PLANT TABLETS PER SPECIFICATIONS 7. UNAMENDED NATIVE SOIL BACKFILL FIRMED TO
6. NATIVE SOIL SUPPORT PLANT A. INSTALL CONTROL JOINT AT 8'-0" O.C. MAX. SPACING
5. (3) 1 1/2" EVAPORATION TUBES (ONE SHOWN) 7. UNAMENDED NATIVE BACKFILL FIRMED TO SUPPORT 8. ANCHOR PER SPECIFICATIONS, BURY 24" DEEP
6. WALL CAP. CONTRACTOR TO COORDINATE PLANT MINIMUM OR AS REQUIRED TO PROVIDE SECURE LPHILL B. INSTALL EXPANSION JOINT AT 20'-0" O.C. MAX. SPACING UNLESS
IN TIMELY MANNER SQUARE CUTOUT IN WALL CAP INSTALLATION OTHERWISE SHOWN
WITH GENERAL CONTRACTOR 9. WIRE GUYS PER SPECIFICATIONS, SPACED EQUALLY % C. PROVIDE 450 MITERED CONTROL JOINT AT 900 CORNERS.
7. PVC PIPE IRRIGATION STUB -OUT. CONTRACTOR TO COORDINATE AROUND TREE. PVC SAFETY SLEEVES PER SPECIFICATIONS 0
10. TREE TIES PER SPECIFICATIONS
IN TIMELY MANNER WITH GENERAL CONTRACTOR NOTES: 11. ANGLE SHALL BE 45* MAXIMUM ON FLAT AREA (ON SLOPES 120d' 120
8. PVC PIPE AND IRRIGATION HEAD PER IRRIGATION PLAN AS REQUIRED TO SECURE PLANT)
9. PROVIDE ACCESS AT CENTER OFCONTAINER BOTTOM
A- FOR REQUIRED PLANTING METHODS REFER TO
SPECIFICATIONS DOWNHILL.
B. FOR SLOPE PLANTING: SHAPE UPHILL SIDE OF PLANT NOTES:
PIT FOR SMOOTH, CONTINUOUS TRANSITION TO FINISH A. INSTALL GUY WIRE HAND TAUT TO PREVENT DEFORMATION
GRADE (1:1 MAXIMUM) OF LIMBS
WIRE SIZE LEGEND
BOX SIZE WIRE SIZE
36" #12
48" & OVER #10
CONTAINER POT PLANTING NTS SHRUB PLANTING �NTS C TREE PLANTING AND GUYING CONCRETE MOWSTRIP 1 0
G E NTS A
2 EDGE OF PLANMNG AREA
COBBLE MAY VARY 4" to 6" AS SHOWN FROM THE
BASELINE AS SHOWN ON THE PLANTING PLANS.
4 3 15 tA 11-4,
VARIES SEE PLAN PLAN 3
5 _j
2% 2%. n 4
%
.5
fit
7
Til
4WD
6
4
LEGEND: 2 EQUAL
1. CENTER TREE IN BASIN. SET CROWN I" ABOVE GRADE. 5
2 i M IM 2. BASIN
3. 2"X 10'-0" STAKES PER SPECIFICATIONS (SEE PLAN 6
FOR SINGLE OR DOUBLE STAKE REQUIREMENTS) NOTES
4. TREE TIES PER SPECIFICATIONS
SECTION 5. TEMPORARY -t EARTH BERM
6. PLANT TABLETS PER SPECIFICATIONS 7 A. ALL SHRUBS GROUND COVER SHALLSE PLANTED AT EQUAL
7. BACKFILL MIX PER SPECIFICATIONS spAam (TRmruLAR) UNLESt OTHERWISE INDICATED The Dike Partnership
-OR SPACING REQUIREMENTS
LEGEND: 8. UNAMENDED NATIVE SOIL BACKFILL FIRMED TO ON PLANS. SEE LEGEND F Landscape Architecture
SUPPORT PLANT X Urban Design
1 DECOMPOSED GRANITE, SECOND LIFT, 1/4" DIAMETER MAXIMUM. 9. ROOTBALL Site - Planning
One Venture, Suite 100
2. D�COMPOSED GRANITE, FIRST LIFT, 3/8" DIAMETER MAXIMUM. NOTES: Irvine, California 92718
714 753 1779
3o 90%-COM,PAqjEA SUBGRADE
LEGEND: Fax 714 753 1479 -
4. HEADERBOARD PER DETAIL A. REMOVE STAKE WHICH COMES WITH PLANT FROM
NURSERY
5. FINISH GRADE OF PLANTER AREA 1 DRY PAK BETWEEN STONES B. WHERE ADJACENT CURB OR WALKS, PLACE STAKES 2X DIA.
2.' RIVER ROCK COBBLE STONES; RANDOMLY DISTRIBUTED, WITH PARALLEL TO CURB OR WALK
95% 8"-10" DIAMETER AND 5% 12" DIAMETER C. ON SLOPES PLACE STAKES ON'EITHER SIDE OF TRUNK OF ROOT BALL
a AT SAME ELEVATION
3. "CASARON" SOIL STERILANT OR APPROVED EQUAL D. IN FLAT AREAS, PLACE STAKES ON EITHER SIDE OF
4. 2" SAND LEVELING BED TRUNK PARALLEL TO PREVAILING WIND L -2m12
5. 90% COMPACTED SUBGRADE B
6. FINISH GRADE OR FINISH SURFACE, SEE PLAN SHRUB/GROUNDCOVER SPACING NTS
D TREE PLANTING AND STAKING.- NTS-, CITY OF FONTANA, CALIFORNIA
PUBLIC WORKS DEPARTMENT
4P.
00
DRAWN BY
SCALE:
LANDSCAPE
T'= 20'
DESIGNED BY
PLANTING
JR
'CHECKED BY DATE:
JA PWD DETAILS
JOB NO.
SHT. NO.
DR. No.
. .................. -90 APPROVED
H DECOMPOSED GRANITE F COBBLE NTS REVISIONS EN WS. DATE CITY DATE 023
APPROVAL APPROVAL crt_ CITY ENGINEER R.C.E. 251�26 26 OF 35,