HomeMy WebLinkAbout6313-8R... d 3-30-2022 KBS NOTE: NOTE:
Any discrepancies between these details and City of Fontana standards, City of Fontana
NOTE: Any discrepancies between these details and City of Fontana standards, City of Fontana Standards shall take precedence.
SHINGLE NAIL Any discrepancies between these details and City of Fontana standards, City of Fontana Standards shall take precedence.
Standards shall take precedence.
I ( LODGE POLE 1
1
TREE TRUNK (P�
i
PINCH TIE A Qv �C
\1{DO NOT Pt,+IST) A `F 3 0� 2�
PREVAILING O
DIRECTION WIND 3 2 9N
�9 1
O
0
1 CO �7 2
8 3
2" DIA LODGEPOLE PINE TREE } `� �QQ- `�2
STAKE COPPER NAPTHENATE F\
TREATED AND DRIVEN IN GROUND \
To 2FT. MIN. DEPTH. 2 REO'D - 1/2 Specified spacing
i 'CINCH- TIE' (a; REQ'D i r minimum 5
ARDOR GUARDIN TURF AREAS 4 SPACING AS NOTED ON PLAN
r
PREPARED BACKFILL MIX, A A
tg' SEE SPECIFICATIONS SECTION Y PLAN 1 7 �_
3" HIGH WATER BASIN, AT TIME OF PLANTING7
Spacing Planting/sf. 2X Root;Zd<
��- FINISH GRADE
NOTES:
6" D.C. 4.61
1= A. Position barrier as close to curb or 5
=11= AGRIFORM TABLETS TO BE 8° O.C. 2.60
ADDED PER MEG. REGor os. sidewalk as possible. Raised root protectors 9" D.C. 1.78
�I1= I_ shall be facing towards the tree. LEGEND:
10" D.C. 1.66 NOTES:
B. Top of barrier shall be 1" above finished grade. 12" o.c. 1.15
C. Length of root barrier shall be 10' in each direction of 1. Tree
2X DIA. OF 15" D.C. 0.74 2. 4" des temporary water basin. 1. Scarify the sides and bottom of planting pit.
tree tunk. P P Y
ROOT BALL i- LEGEND: 18" D.C. 0.50 2. Prior to plant placement, fill all backfill pits with water
D. Apply a mastic sealer to joint between 3. Finish grade.
24" o.c. 0.28 and allow to percolate into subsoil and settle prior .
concrete surfaces and root control barrier. 4. Backfill mix, per specifications.
eat`+=ssl� nPP ovED )Y: CITY OF FONTANA 1. Concrete curb. 30" o.c. 0.18 to planting.
E. Root barriers are to al used on trees within 5. Undisturbed soil.
SQ Qao SA" 5'-0" of a curb, sidewalk or wall. 3. Plant rootball and backfill mix must be thoroughly
2. Finished grade. 36" o.c. 0.12
48" o.c. 0.07 6. Planting tablets, per specifications.
3. Sidewalk. F. Installation of panels within soil preparation LEGEND: watered indirect after planting.
� No. 51 t32 p 'CITY ENGINE DATE ', TREE STAKING p P P 7. 2" approved mulch per specs. N P g'
RICARDO SANDOVAL 4. Root barrier. area will be rejected. 60" D.C. 0.04 pp p p
* EXP iiMG5 * 8. Rootball, size varies. Set 1" above grade.
C "1REVIEWED BY: Tm� R�e.Phl 5. Drip line of tree (defined by the minimum G. Install per manufacturer's recommendations. 1. Shrub /Ground Cover 72" o.c. 0.03
`4Tc or CAu4 DATE OF LAST REVISION: 1-=6-DD I STD. PLAN ND. 5031 SHT 1 OF 1 spacing distance in the Root Barrier Notes H. For planting, see Tree Planting Details this sheet. 2. Curb, Wall, Pavement, or edge of bed. 9. Arbor Tree Guard in turf areas.
3 Root Barrier Detail Scale: N.T.S 2 Triangular Spacing Diagram Scale: N.T.s 1 Tree Planting Detail Scale: N.T.s
'rJ
3" BERM TO FORM
PERMANENT BASINWATER BASIN
FERTILIZER TABLETS
'X MIN, IF- I III ROOTBALL
1 tj2
2X THE WIDTH OF ROOTBALL - -' BACKFILL MIX '..
PUDDLE AND SETTLE BACKFIL
PRIOR TO PLACEMENT OF SHRUB
-* yIII • e
SHRUB PLANTING
a.
SIMILAR PATTERN IS TO BE USED
TO TO
SEE PLANS FOR MEDIAN WIDTH
NOTE:
WHERE CURB ELEVATIONS
VARY INSTALL TD
DRAIN TO LOW CURB.
SEE DETAIL A
� a
1" CONCRETE GAP BETWEEN
ROCKS
1" CONCRETE GAP BETWEEN
ROCKS AND BACK OF CURB SET
ROCK TO FULL DEPTH IN CONCRETE BED
WITH REQUIRED 1-1.5'EXPOSURE ABOVE TC.
WIRE BRUSH FINISH JOINTS BETWEEN ROCKS
ROCK HEIGHT r 6- MIN. PEA GRAVEL CONCRETE BED
F 1"-1.5' INCH ABOVE TO
t s :.:. - .• DETAIL A
NOT TCALE
FOR ILLUSTRATIVE SPURPOSES ONLY
90% MIN, COMPACTED SUBGRADE OR
BASE MATERIAL PER PLANS AND SPECS.
1. ROCK SIZES UNLESS OTHERWISE SPECIFIED SHALL BE.
COBBLESTONES MAX 12` TO MIN 6". NO MORE THAN 50%OF ANY
ONE SIZE
2. A SAMPLE AREA, MIN. 10 SO. FT SHALL BE APPROVED BY
THE CITY INSPECTOR PRIOR TO PROCEEDING WITH THE
REMAINING ROCK WORK_
3, FINAL RESTING POSITION OF ALL ROCKS SHALL BE APPROVED
BY THE CITY INSPECTOR.
4. ROCKS SHALL BE SMOOTH, ROUNDED, FREE OF OBJECTIONABLE
DISFIGURATIONS AND IRON CONTENT AS APPROVED BY THE CITY
INSPECTOR
5. CONCRETE SHALL BE 2500 PSI PEA GRAVEL PUMP MIX CONCRETE.
6. WIRE BRUSH ALL JOINTS AFTER THE INSTALLATION OF THE ROCKS.
AFTER CONCRETE HAS SET, CLEAN THE RESIDUE FROM SURFACES
OF ROCKS.
7. NO JOINTS GREATER THAN 1" BETWEEN ROCKS WILL BE
ACCEPTABLE. 4" FILLER ROCKS WILL BE ACCEPTED TO MAINTAIN
THE 1"JOINT.
8. WHERE ROCK BORDERS TURF AREA, PLACE 1' CONCRETE EDGE
BETWEEN BACK OF ROCK AND TURF.
D Q?,WESStpgKt APPROVED BY: CITY OF FONTANA
qFP� a&p6 SA kOp `0. - �' 12-2-19
M. 51152 m° CITY ENGINEER DATE TYP. ROCK TREATMENT
RICARDO SANDOVAL
REVIEWED BY:
EVIL
�lgtf Of CAi.1F�R�\P DATE OF LAST REVISION: 10-15-19 STD. PLAN NO. 5045 SHT 1 OF
LEGEND:
1. Poured in place concrete, see construction legend for finish and color.
Jointing per construction plan and legend.
2. 94 rebar @ 18" B.G. each way, centered in slab unless otherwise noted in soils engineer's report.
3. Compacted subgrade/sub-base per soil engineer's report.
4. 4" pedestrian/6" vehicular unless otherwise noted in soil engineer's report.
4 Concrete Paving Scale: 1 1/2"=1'-0"
SHOULD CONSTRUCTION OF THE REQUIRED CITY OF FONTANA, CALIFORNIA
Q �PNDSCgp
IMPROVEMENTS NOT COMMENCE WITHIN TWO ���� F9 SIERRA PARK STREET IMPROVEMENTS
HUNTER LANDSCAPE YEARS OF THE DATE OF APPROVAL SHOWN HEREON w Pm DRAWN BY: SCALE:
BENCH MARK: 711 S. Fee Ana Street AND CARRIED FORTH IN A DILIGENT MANNER, THE re PREPARED UNDER THE SUPERVISION OR Planting Details AS NOTED
SAN BERNARDINO COUNTY TBM PER FIELD BOOK 4015/848 J1. Placentia, California 92870 CITY ENGINEER MAY REQUIRE REVISIONS TO THE 1ia1iz025 DESIGNED BY: DATE:
ELEVATION = 1019.83% DATUM = 1929 OATS li wT - 3 February 109r, 2023
Ph: 714.986.2400 r1lu TNO IOU oTe PLANS TO BRING THEM INTO CONFORMANCE WITH 9r
POPLAR
RAILROAD SPIKE IN POWER POLE EST. FROM
N.E. CORNER Fax: 714.986.2408 TOIL nla +moo-sa-ago F of cAL1F° CHECKED APPROVED BY. " id' APPROVED DRAWING NO.: $
POPLAR AVE de SANTA ANA AVE. EST. FROM BM 8-38. A rllslc aDNI� w STANDARDS IN EFFECT. Thomas Hayes DATE: 02.t0za ez zs'zo23 rczrav FOP
�0°�01eO �mw1: A1art REV. DESCRIPTION DATE ENGR. CITY DATE GIA LAM KIM CITY ENGINEER R C.E 62296 DATE 6313 10