HomeMy WebLinkAbout5683-2.—'SIT E S G A P F5_'
Landscape Architecture
and Planning
3190 82 Airport Loop Drive
Costa Mesa, CA 92626
Richard Polhamus, License CA—#2782
(949) 644-9370 (714) 210-3140 FAX
REVISION
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TREE OR PALM TRUNK
PLANTINGj®TO'T'Ea
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SIDEWALK (WHERE OCCURS) ROOTBALL
3:0 LODGE POLE
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PIPE CAP
WEED CONTROL
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"' FIN. GR.
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WHERE PERENNIAL WEEDS EXIST ON SITE AT THE BEGINNING OF WORK, CLEAN AND REMOVE
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THESE EXISTING WEEDS BY MOWING OR GRUBBING OFF ALL PLANT MATERIAL. UPON
TREE TRUNK
COMPLETION OF SOIL PREPARATION AND PLANTING OF ALL SPECIMEN TREES, BEGIN WEED
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ABATEMENT PROGRAM BY APPLYING: 100 POUNDS OF A COMMERCIAL FERTILIZER, 46-0-0, PER
WONDER TIE
°�� 7 p7.� 7 0 (DO NOT TWIST)
3" DIA. SDH. 80
�� PVC STAND PIPE
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ACRE AND PER MANUFACTURER'S SPECIFICATIONS. WATER ALL AREAS FOUR (4) TIMES DAILY
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$ o PLANTER BACKFILL MIX
FOR FOURTEEN (14) CONSECUTIVE DAYS UNTIL WEED SEEDS HAVE GERMINATED. CEASE
WATERING FOR THREE (3) DAYS. SPRAY A NON-SELECTIVE, NON -RESIDUAL; SYSTEMIC
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DIRECTION
— — — /
HERBICIDE TO ERADICATE GERMINATED WEEDS. LET THE WEEDS DIE WITHOUT IRRIGATION
—
FOR A MINIMUM DEPTH OF 1/4"INCH BELOW THE SURFACE OF THE SOIL. IF STUBBORN AND
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COMPACTED SOIL
BACKFILL
RESIDUAL WEEDS (I.E. BERMUDA) SHOULD PERSIST ERADICATION PROCEDURE SHOULD BE
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REPEATED. THE TYPE OF WEEDS THAT EXIST SHOULD BE IDENTIFIED AND COORDINATED WITH
"WONDER TREE -TIE" -WRAP WIRE AROUND
3" DIA. CORRUGATED
A.D.S. PERFORATED
AN APPROVED LICENSED PEST CONTROL ADVISOR TO ENSURE COMPATIBILITY WITH CHEMICAL
OUTSIDE OF STAKE. SECURE TO STAKE
° PER MANUFACTURE'S RECOMMENDATION
RAIN PIPE W/ DRAIN
RAIN
_ - _ _ _ _ _ _- _
AND SEASON OF APPLICATION. DO NOT USE MATERIAL OR METHOD THAT WOULD ADVERSELY
° PLACE BELOW BRANCHING YOKE OF TREE
SOCK LAID ® BASE
1 1/2x ROOTBALL SIZE
EFFECT NEW PLANTINGS, SLOPE STABILIZATION OR HYDROSEEDING.
s OF ROOTBALL
(2) 3" DIA. x 10' LONG LODGEPOLE PINE STAKES:
SOIL TEST
LOCATE OUTSIDE OF ROOTBALL
AFTER ALL SOIL HAS BEEN IMPORTED TO THE SITE AND ROUGH GRADING COMPLETED BUT
ARBOR GUARD IN TURF AREAS
SECTION
PRIOR TO SOIL PREPARATION, SEVERAL SOIL SAMPLES SHALL BE TAKEN BY THE SOILS LABORATORY
SET TOP OF ROOTBALL 6" ABOVE FINISH
OR BY THE CONTRACTOR AT THEIR INSTRUCTION AND A REPORT/RECOMENDATION
GRADE. INSTALL 4" LAYER OF NITROLIZED
90% COMPACTED SOIL
PRODUCED. THE CONTRACTOR SHALL FURNISH A COPY OF THE SOIL TEST FOR
WOOD CHIP MULCH.
AGRICULTURAL SUITABILITY AND FERTILITY (PREPARED BY A CALIFORNIA ASSOCIATION OF
10
— — — —� TREE OR PALM TRUNK
AGRICULTURAL LABORATORIES MEMBER) TO THE CONTRACTING OFFICER AND THE CITIES INSPECTOR,
DEEP ROOT BARRIERr
—
UPON REVIEWING THE SOILS REPORT THE ARCHITECT MAY MAKE SPECIES
IF WITHIN 5' OF ANY
ROOTBALL
SUBSTITUTIONS TO THE PLANT LIST.
FG HARDSCAPE (SEE DETAIL)
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WATER BASIN / REMOVE ONCE PLANT IS
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SOIL PREPARATION
ESTABLISHED PER LANDSCAPE ARCH DIRECTION
3" DIA. NCH. 80 PVC STAND PIPE W/
I � k
NOTES: APPROX. BOULDER FOOTPRINT SIZES
MACHINE ROTOTILL THE FOLLOWING AMENDMENTS INTO THE SOIL AT RATES INDICATED PER
PLANT PIT DRAIN WHEN REQUIRED
of(PER SEPARATE DETAIL)
[I
PIPE CAP
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O BURY A MINIMUM OF 1/3 DEPTH O 2' X 2' X 2'= 8 CU/ FT
1000 SF: (THESE RATES ARE FOR BID PURPOSES ONLY, ACTUAL RATES TO CORRESPOND TO
CONTRACTOR'S SOILS REPORT).
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LIMITS OF PLANT PIT
OF BOULDER SIZE.
4 CU. YDS STABILIZED SAWDUST
a Q 1 1
�I 1'
%
l 1 S X 3' X 3= 27 CU/ FT
NITROGEN
ISO LBS. GYPSUM
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GRO POWER FERTILIZER TABLETS.
— — — 3" DIA. CORRUGATED A.D.S. PERFORATED
O BOULDER - SEEQ ON SHEET
125 LBS STANDARD FERTILIZER
k.;I, APPLICATION RATES PER TABLE. REFER
TO PLANTING NOTES.
_ _ _
RAIN PIPE W/ DRAIN SOCK LAID ®
L-1 FOR SPECIFICATION
3 IL-4
BASE OF ROOTBALL
OSCARRED OR BROKEN BOULDERS 4' 4' X 4' X 4' = 64 CU/FT
BACKFILL MIX PER SPECS.
PLAN VIEW
SHALL NOT BE PERMITTED.
DEEP ROOT BARRIERS
____--NATIVE SOIL SUBGRADE
N
ALL TREES WITHIN 7 FEET OF ANY PERMANENT HARDSCAPE ELEMENT SUCH AS CONCRETE
EXCAVATE TO CORRECT HEIGHT
IFY BOTTOM
O PLACE PER PLANS AND
WALKS, WALLS OR BUILDINGS SHALL BE PLANTED WITH AN APPROPRIATE SIZED ROOT
TORENSU ELN ADEQUG. ATE DRAINAGE
LANDSCAPE ARCHITECT'S DIRECTION
BARRIER (UNLESS OTHERWISE NOTED ON PLANS). ROOT BARRIER TO BE LINEAR PANEL (TYR)
FOR HEALTHY GROWTH OF PLANT.
SEE DETAIL.
2AX ROOTBALL SCHEDULE OF PIT EXCAVATION
TOP DRESSING (FUEL MODIFICATION AREA)
5GAL —X=6"
15 GAL - X = 9"
ALL SHRUB AND GROUNDCOVER AREAS SHALL BE TOP DRESSED WITH A 1%1/2" LAYER OF DECOMPOSED
24" BOX - -X = 12" MAX.
GRANITE/FRACTURED ROCK. SEE TOP DRESSING LEGEND FOR SPECIFICATIONS
(SUBMIT SAMPLE TO CITY LANDSCAPE ARCHITECT FOR APPROVAL)
o
o PIT DRAIN DETAIL
o BOULDER INSTALLATION DETAIL
TREE STAKING
SPECIAL NOTE
CONTRACTOR SHALL SUPPLY A TOP LAYER OF 3" CLEAN "3/4" -MINUS" TOPSOIL TO ACHIEVE FINAL FINISH GRADE PRIOR TO "TOP
1" GROUT BETWEEN
DRESSING" D.G.. ANY ROCK OR BOULDERS OVER 6" DIA. SHALL BE BERRIED A MINIMUM OF 12" DEEP OR REMOVED FROM THE SITE.
ROCK AND BACK OF CURB
THE CLEAN TOPSOIL CAN EITHER BE GENERATED "ON-SITE" OR IMPORTED. THIS TOPSOIL SHOULD BE APPLIED
AFTER IRRIGATION AND DRAINAGE WORK HAS BEEN COMPLETED. QUALITY OF TOPSOIL SHALL BE APPROVED
BY THE CITY PRIOR TO INSTALLATION AND SHALL MEET ALL CITY STANDARDS.
ROCK HEIGHT
TREE & PLANTING NOTES:
1/2 INCH ABOVE TC PEA GRAVEL
HOLD ROOTBALL ABOVE ULTIMATE
r CONCH"MIN.
FINISHED GRADE:
E THICK BED
All trees shall be located as follows:
III 1' FOR 1 GAL
III
MW I- 2" FOR 5 & 15 GAL
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A min. of 25' from beginning of curb returns at any street intersection.
—III I— DG LAYER PER SPECIFICATIONS
=TIT III IIIIII
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- 10' from light standard or utility enclosures.
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5' from fire hydrants.
SECTION
ll= :;..;: , 1J GRO POWER FERTILIZER TABLETS.
24
A min, of 3' from sidewalk edge, face of wall or back of curb.
5 GRAM AGRIFORM
�o -III•'`'" '•" -' APPLICATION RATES PER TABLE.
-11L ''':,l -1I : REFER TO SPECS.
\90X
TABLETS SEE SPECS.
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1=1-11 I �II� �"' III=II�III-III= BACKFILL MIX PER NOTES.
MIN. COMPACTED SUBGRADE
For trees shown to be planted within parkway
P p Y
1 " DEEP DG MULCH LAYER
=u�1i-11= n LTi=III II �7
CURB EDGE SECTION OR BASE MATERIAL PER PLANS
less than 6' wide, center tree accordingly.
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g"
AND SPECS.
° ° a o v
° °
° TILLED &AMENDED PLANTING
MIN.
- No tree shall be planted in parkway less than T wide.
BED PER SOIL TEST
TC TC
- Provide appropriate size linear "Century" root barrier
NATURAL SUBGRADE
SEE PLANS FOR MEDIAN WIDTH
for any tree planted with in 7° of hardscape element,
such as curbs, sidewalks or walls.
NOTE:
WHERE CURB ELEVATIONS
Hold center of all shrubs or groundcover a min. of 24"
VARY INSTALL TO DRAIN
away from edge of paving (typ.)
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GROUNDCOVER PLANTS ��%. 9
SEE PLANTING PLANS
HOLD ROOTBALL ABOVE ULTIMATE
FINISHED GRADE:
FINISH 1' FOR 1 GAL
GRADE 2" FOR 5 & 15 GAL
TO LOW CURB.
SEE DETAIL A
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T AT y� ��TT1
SIZING I,EGEIVLA
FOR SPACING j
— DG LAYER PER SPECIFICATIONS
„
1" DEEP DG MULCH
LAYER.
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a II�TI�II—II • . • r 111�u� TEMPORARY 2" HIGH WATER
EDI ., ;;. II BASIN. REMOVE ONCE PLANT IS
x 1 GALLON x 30" BOX x 48" BOX
"
w oI;•.®;' I� ESTABLISHED
_ ll� GRO POWER FERTILIZER TABLETS.
" LLI
SET ROCK TO FULL DEPTH IN CONCRETE BED
1" CONCRETE GAP BETWEEN
WITH REQUIRED 1/2" EXPOSURE ABOVE TC. WIRE
1 5 GALLON x 36" BOX h 54" BOX
;•..'' APPLICATION RATES PER TABLE.
L II•.'.; .. ;-.'':::,.•.•.
ROCK AND BACK OF CURB
BRUSH FINISH JOINTS BETWEEN ROCKS
PLAN N
.
i :'• :. _ REFER TO SPECS.
Oi=_�T BACKFILL MIX PER NOTES.
i 15 GALLON X 42°' BOX X 60" BOX
iit -lT f i1F_=j
"
ROCK HEIGHT 6 MIN. PEA GRAVEL CONCRETE BED
° 24" BOX Indicates quantity � Indicates palm
x Indicates B.T.H.
g"
1/2 INCH ABOVE TC
species as noted.
MIN•
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DETAIL A
* Denotes trees that are to be tagged by the Landscape Architect.
n. '' r•r. ,• ' C •J' . % • M •• 1 NOT TO SCALE
PURPOSES ONLY
LEFORILLUSTRATIVE
CONSTRUCTION SCfIM
OVNDCOTE� PLANTING
SHRUB PLANTING
90% MIN. COMPACTED SUBGRADE ORG
BASE MATERIAL PER PLANS AND SPECS.
FULL WIDTH SECTION
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( 1 ) Decorative Cobble Stone Paving. See Detail 8, Sheet L1.
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STORM DRAIN/
UNDERGROUND UTILITIES R
6 2 g" NOTES:
SEE NOTE 3
1 MIN. MIN. A. POSITION BARRIER AS
L1
COBBLESTONE NOTES:
1. ROCK RWISE SPECIFIED SHALL BE:
( 2) Blasted Granite' landscape boulders from Southwest Boulder & Stone (760) 342-5522 Install per
5
CLOSE TO CURB OR
d installation detail 3, sheet L-1. Numbers indicate boulder size in total cubic fee ( total -
bt 8
SIDEWALK AS POSSIBLE
'., ,4 ".
RAISED ROOTPROTECTORS2.2
COFLAT.\�,/
MAX.12ETOtluslplan)•
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SHALL BE FACING
INCH MIN. EXPOSURE OF ROCK ABOVE TOP OF CURB.
— — — — — — — — J
4
4 Z TOWARDS THE TREE.
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3. A SAMPLE AREA, MIN. 10 SQ. FT. SHALL $E APPROVED BY
THE CITY INSPECTOR PRIOR TO PROCEEDING WITH THE
No Decomposed Granite To Coat: Install a V - 1 1/2" layer of'Mo ave Gold' 3/8" fractured rock
svNsoL 3 P p Y
over smooth finish grade as mulch/bark substitute after all planting. Submit sample to Landscape
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SIDEWALK
uTILI
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N B. TOP OF BARRIER SHALL
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Architect for approval prior to installation. Available from. Southwest Boulder & Stone (760)
so BE 1" ABOVE FINISHED
4 _ C\1 GRADE.
REMAINING ROCK WORK.
4. FINAL RESTING POSITION OF ALL ROCKS SHALL BE APPROVED
342-5522.
CURB AND GUTTER METER
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10' 5 \ \
— 4
m. .4 C. LENGTH OF ROOT BARRIER
BY THE CiTY INSPECTOR.
� `+) Sight Line -Per C.E. Plans
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SHALL BE EQUAL TO
THE ULTIMATE DRIPLINE OF
5. ROCKS SHALL BE SMOOTH, ROUNDED, FREE OF OBJECTIONABLE
��
TYP, TYP.
THE PARTICULAR TREE, OR
DISFIGURATIONS AND IRON CONTENT AS APPROVED BY THE CITY INSPECTOR
5 Painted Median Curb - Per C.E Plans
1 10' MAX.
3
6. CONCRETE SHALL BE CLASS 520-D-2500 4 INCH SLUMP CONCRETE.
DERGROUND STRUCTURE
CAT BASIN
_
\ `'
/ LEGEND:
7. WIRE BRUSH ALL JOINTS AFTER THE INSTALLATION OF THE ROCKS
NSFORMER VAULT. !,
LCH
_ — — _ _ _ _—
E' — — R
QCONCRETE CURB OR
"^ e A HARDSCAPE
_ 4 4 °e. v "° ` I \ � FINISHED GRADE
L_— _ ' - 4 - �<-tea .J
/ 3 APPROVED ROOT CONTROL
AFTER CONCRETE MORTAR HAS SET HYDRO BLAST AS DIRECTED
BY THE CITY INSPECTOR. BRUSH ROCKS TO REMOVE CEMENT COATING.
9. WHERE ROCK BORDERS TURF AREA PLACE 1 CONCRETE EDGE
SIDEWALK
w4Q8.
DRIVE S.L. 0��10'
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APPROACHI
_
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BARRIER
® 3/4" TO 1 1/2" GRAVEL
i 1 OR CRUSHED ROCK
Q5 DRIP LINE OF TREE
BETWEEN BACK OF ROCK AND TURF.
10. HAND PLACE IN CONC. SETTING BED WITH
FLATTER SIDES UP TO FORM A UNIFORM SURFACE
CURB AND GUTTERI
5' 5' 10' 10' I
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MIN MIN MIN ���111 MIN
I CENTER OF TREE
WITHIN THE DRAINAGE COURSE.
IPARKWAY WIDTH
11. PROVIDE LESS UNIFORMITY AS STONE GRADUATES
5'
ROOT BARRIER IS TO BE 18"
IN SIZE AND PLACEMENT AWAY FROM DRAINAGE
NOTES: MIN
\ I I LINEAR BARRIER UB 18-2
WHEN ADJACENT TO WALK
COURSE.
1. TREE SPACING SHALL CONFORM TO PLANS APPROVED BY
I I
\ I ____ ___ ___ I OR HARDSCAPE OR 24"
_
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12. DEPTH OF STONE EMBEDMENT TO BE NO LESS
THE CITY ENGINEER AND FUEL MODIFICATION PLAN.
__
r' ° . s-�: n .: 1 LINEAR BARRIER
\ 9.
THAN TWO-THIRDS THE DIAMETER OF THE STONE
a... ,:. " 4 I/ u6 24-2 WHEN ADJACENT
FOR SIZES 4"-12", NO GREATER THE ONE -THIRDS
2. ALL TREES IN THE R.O.W. ARE SUBJECT TO LINE.OF.SIGHT
CRITERIA AS APPROVED BY TRAFFIC ENGINEER.
�' — ` — TO CURB
\ /
THE DIAMETER FOR SIZES LAGER THAN 12"
DIAMETER.
3. AT ALL LOCAL RESIDENTIAL INTERSECTIONS THE FIRST TWO
AVAILABLE FROM:
i CENTURY PRODUCTS
1
13. COMPACT SUBGRADE TO A HARD, FIRM,
PARKWAY TREES AT ALL APPROACHES TO BE PLACED BEHIND SIDEWALK.
— — 1144 N. GROVE ST.
UNYIELDING SURFACE, SMOOTH AND TRUE TO
4. MAINTAIN 10 FEET FROM CENTER OF STREET TO EDGE
ALIGN W/ANAHEIM, CA 92806 ALIGN W/ (714) 632-7083
LINE AND GRADE: TEST FOR REQUIRED
CITY ®F F®�T/Q�/A
OF ALL UNDERGROUND FACILITIES.
DRIPLINE DRIPLINE
COMPACTION PRIOR TO PLACING ROCKWORK.
Call Underground Service Alert 5. MAINTAIN 10 FEET FROM ALL STREET LIGHTS, UTILITIES
OR OR
PER MFR. PER MFR.
14. ADJUST PLANTER AREA GRADES TO FLOW @ 2%
LANDSCAPE PLANS
STRUCTURES AND VALVE BOXES.
at least 2 days
OF TREE
SPEC, SPEC.
MINIMUM INTO DRAINAGE COURSE, (TYPICAL)
_
D"""" CITRUS AVENUE MEDIAN AS SHOWN
(STA. 115+00 T
before you dig
Knowwharsbelow. O
6 TREE PLACEMENT
DESICNm BY.- .
D
PLANTING DETAILS NOTES &LEGEND
AIL TES &
CHECKED BY: APPROVED BY MTE. DWG. NO.: 2
7 ROOT BARRIER
O
O DECORATIVE COBBLE STONE PAVING
Call before you dig.
8 5683 11
GINEER R.C.E. 51952 E%P. DALE
.—'SIT E S G A P F5_'
Landscape Architecture
and Planning
3190 82 Airport Loop Drive
Costa Mesa, CA 92626
Richard Polhamus, License CA—#2782
(949) 644-9370 (714) 210-3140 FAX
REVISION
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VYADSCA
��R pRp L Pojj 44, 2782
PLAN CHK.4
DATE 3/13/17
JOB #
16-026
1
OF 10
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VYADSCA
��R pRp L Pojj 44, 2782
PLAN CHK.4
DATE 3/13/17
JOB #
16-026
1
OF 10