HomeMy WebLinkAbout5741-10--SHINGLE NAIL
LODGE POLE
TREE TRUNK
�CINCH TIE
(DO NOT TWIST)
PREVAILING WIND
DIRECTION
2" DIA LODGEPOLE PINE TREE
STAKE COPPER NAPTHENATE
TREATED AND DRIVEN IN GROUND
TO 2FT. MIN. DEPTH. 2 REQ'D
°' .I -'CINCH TIE' (4) REQ'D
ARBOR GUARD IN TURF AREAS
PREPARED BACKFILL MIX,
1 g" SEE SPECIFICATIONS
3" HIGH WATER BASIN,
AT TIME OF PLANTING
FINISH GRADE
IIID �IIhIIII�I�il��l-
AGRIFORM TABLETS TO BE
VIII. ADDED PER MFG, RECOM QS.
,�'I�II- 111�III rtl�=
2X DIA. OF
ROOT BALL
CITY OF FONTANA
No. 51152);6" CITY ENGINE> IR DATE
TREE STAKING
RICARDO SANDOVAL
EXP.9f3W
REVIEWED BY: TimothyRantedt
CML
F Oi CALADATE OF LAST REVISION: i-28-00 STD. PLAN NO, 5031 BHT 1 OF
TOP OF WALL WALL OR FENCE —
SCREW OR BOLT -AS
CONDITIONS REQUIRE
10 GA. STAINLESS
STEEL WIRE
F
N WONDER TIE OR I
EOUAL-AS NEEDED
ESPALIERED PLANT
OR VINE
BOLT OR SCREW TO
SURFACE BEHIND
ELEVATION VIEW
-�v
" 6'XTU CONCRETE VINE COLLORS
IN TURF AREAS ONLY
PLAN VIEW
�Q1n)MSIoROVED BY: CITY OF FONTANA
S Sgypp�gEym
No. 51152 P CITY ENGINEER DATE VINE PLANTING
RICARDO SANDOVAL
EXP, W30105
REVIEWED BY: Timothy Rdstedt
xCIVIL
rgTE pF At1F0Aa\P DATE OF LAST REVISION:1-25'00
--.---- STD, PLAN NO, 6037:: SHT I OF'I
STORM DRAIN/
UNDERGROUNDS. UTILITIES
FE
SEE NOTE J
z I SIDEWALK
a POLE
zi
U
r
CURB AND GUTTER METER J
..
IIL-5b'--�
,;. TYP. TYP.
STRUCTURE
CATCH. BASIN
LTUNDERGROUND
RASFORMER VAULT.
i SIDEWALK
�'
I
I DRIVE S L. �
I
�`�-py\
�_
t APPRbACH
10'
I
CURB AND GUTTER,
I �
5' 10' �
�
10'
611N MIN MIN MIN
MIN
NOTES:
1. TREE SPACING SHALL CONFORM TO PLANS APPROVED BY
THE CITY ENGINEER
2. ALL TREES IN THE R.O.W. ARE SUBJECT TO LINE
OF.SIGHT
CRITERIA AS APPROVED BY TRAFFIC ENGINEER.
3. AT ALL LOCAL RESIDENTIAL INTERSECTIONS THE
FIRST TWO
PARKWAY TREES AT ALL APPROACHES TO BE
PLACED BEHIND SIDEWALK,
4, MAINTAIN 10 FEET FROM CENTER OF STREET
TO EDGE
OF ALL UNDERGROUND FACILITIES.
4. MAINTAIN 10 FEET FROM ALL STREET LIGHTS;
UTILITIES
STRUCTURES AND VALVE BOXES,
ka Q OHS$/ayq< <� A/ COVED BY
CITY OF FONTANA
$ANpp`gFycm
No. 51152 " CITY ENGINEER DATE
TREE PLACEMENT
RICARDO SANDOVAL
* EXP. 9130/05'.
REVIEWED BY; Timothy RaFYedt
P11 it
�T�rE OF CAl1fDATE OF LAST REVISION: 1-28-00 STD. PLAN NO: 5033 BHT 1 OF'I
6,
4"
RADIUS EDGES 1/2"
FINISH GRADE
(TURF SIDE)
#3 REBAR, CONTINUOUS
NATIVE SOIL 90% COMPACTED
NOTE:
MOW CURB SHALL BE PLACED BETWEEN ALL GRASS AND
PLANTER AREAS UNLESS OTHERWISE NOTED.
BY:
CITY OF FONTANA
No. JCV41o,�n
CITY ENGINEER DATE CONCRE TE MOW CURB
RICARDO SANDOVAL
PREVIEWED BY: rmot t2nct«�dt
OFDATE OF LAST REVISION: ?5--00-
STl1. PLAN N0. 5044 BHT 1 OF
PERMANENT BASIN
1 1 f2"X MIN. ROC
2X THE WIDTH OF
PUDDLE AND SEI LG mAuNrIL
PRIOR TO PLACEMENT OF SHRUB
BERM TO FORM
-ER BASIN
TIUZER TABLETS
OOTBALL
BACKFILL MIX.
Ea pPOFESS/ONq� ROVEDBY: CITY OF FONTANA
SAypplFy�y -
N0.51152 p ITY ENGINEER DATE SHRUB PLANTING
RICARDO SANDOVAL
* EXP. 9130105
cmL REVIEWED BY: Timothy Rostedt
CAl1F9R�\P DATE OF LAST REVISION: 1-28-00 STD. PLAN NO. 5035 SHT 1 OF I
SIMILAR PATTERN IS TO BE USED
TC TC
- - SEE :PIANS FOR MEDIAN WIDTH
NOTE:
WHERE CURB ELEVATIONS
VARY INSTALL TO
DRAIN TO LOW CURB,.
SEE DETAIL A
1" CONCRETE GAP BETWEEN
1 CONCRETE CAP BETWEEN
ROCKS AND BACK OF CURB SET ROCK TO FULL DEPTH IN CONCRETE BED
WITH. REQUIRED 1"-1.5"EXPOSURE ABOVE TO,
WIRE BRUSH FINISH JOINTS BETWEEN ROCKS
ROCK HEIGHT 6" MIN.. PEA GRAVEL CONCRETE BED
1"-1.5" INCH ABOVE: TO
DETAIL A
NOT TO SCALE
FOR ILLUSTRATIVE PURPOSES .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. ,W , NO MORE THAN 50% OF ANY
ONE SIZE.
2. A SAMPLE AREA, MIN. 10 SQ. FC, 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 CLASS 520-C-2500,4 INCH SLUMP CONCRETE.
6. WIRE BRUSH ALLJOINTS AFTERTHE INSTALLATION OFTHE ROCKS.
AFTER CONCRETE HAS SET, CLEAN THE RESIDUE FROM SURFACES
OF ROCKS.
7. NO JOINTS GREATER THAN V 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.
CITY OF FONTANA
N0..51152 A 61TY ENGINEER DATE I TYP. ROCK TREATMENT
RICARDO SANDOVAL
EXP. 9f30105: �1'
REVIEWED BY: Tmnthv Rnc+rdr
clvu a�?
f OF CAL1Fo� DATE OF LAST REVISION: 1-28-00 STD. PLAN NO. 5045BHT 'I OF I
PERMANENT BASIN
EXISTING
SLOPE
1 1/2"X MIN, ROOTBALL DEPTH
2X THE WIDTH OF ROOTBALL —
PUDDLE AND SETTLE BACKFIL —
PRIOR TO PLACEMENT OF SHRUB.
TAPER 1:1 MAX. CUT
SLOPE 0 PLANT PIT
FERTILIZER TABLETS
917T_Jj;�_
(SEE SPECS.)
ROOTBALL
BACKFILL MIX. (SEE SPECS.
CITY OF FONTANA
No. 51152 p CITY ENGINEER DATE SHRUB ON SLOPE
RICARDO SANDOVAL
EXP. 9130105
REVIEWED BY: T'mnt Rnetedt
cmL
F OF CAtIEflR\P DATE OF LAST REVISION: 1 -28 -DD STD. PLAN N0, 5036 BHT 1 OF I
FRANK RED. RENSIONDESCRIPTION DATE ENLSLOULD CONSTRUCTION OrLTDE REQUIRED
R. CITY DATE BASIS OF BEARINGS: CITY O❑ ❑ONTANA, CALICORNIA
�
/ VNNDSCgPf IMPRODEMENTS NOT COMMENCE ITDIN TCJ O TAKEN FROM THE CENTERLINE OF
i RADMACHER q e �99-� // ��� CITRUS AVENUE AS SHOWN ON TRACT 16540, M.B. 299/13-15. LANDSCAPE DETAILS
�% ASSOCIATES INC. ��4 ����^ /, `����JJJ BEING: N00°16'44"W DRALNBY: SCALE:
DYEARS OD TDE DATE OD APPRODAL SOOD N
' Signature � DEREON AND CARRIED DORTD INA DILIDENT BENCHMARK: r L CITRUS 105
5/31/20 MANNER, TOE CITY ENILINEER MAY REQUIRE 7� I
K NO. 8-17 TR. 18981 FONTANA, CA
� * Renewal Date * DATE:
,-, �7 7., DIAL TWO WORKING
La11CiSC21J8 AT'Ci11t0CiS v+ 6/03/19 Q BEFORE DAYS BEFORE REDISIONS TO TOE PLANS TO BRINO TEEM BRASS CAP IN CONCRETE S.C.E. TOWER LEG. 343' N/0 822018
9 Date �� YOU DIG YOU DIG INTO CONDORMANCE O ITD CONDITIONS AND HIGHLAND AVENUE, 0.2 MI W/O SAN SEVAINE ROAD, IN SOUTH
PHONE (714) 832-1774 FAX (714) 832-5721 TF �o� TOLL FREE 1-800-227-2600 CONCRETE BASE OF S.C.E. TOWER 19.5;2.65 MI. WEST C7ECKED BY: APPRO7ED BY DIRA❑ INT] No.: 10
14841 Yorba Street, Suite 204 • Tustin, CA 92780 OF CALF UNDERGROUND 4EPVICCEBALERT STANDARDS IN EDDECT. ALONG HIGHLAND AVENUE FROM SIERRA AVENUE
EMAIL: FRA1110@FRAINC.NET EL=1428.609 L-10
CITY FNnINF R C IIAT 14