HomeMy WebLinkAbout4789-131
_-- 1 J
` N
SHINGLE NAIL
LODGE POLE
TREE TRUNK
TREE / SHRUB PER PLAN "° CINCH TIE
(DO NOT TWIST)
o PREVAILING WIND
DIRECTION
ARBOR GUARD FOR ALL TREES 21 GRAM AGRIFORM TABLETS PER LIST BELOW �' SHRUB PER PLAN (2)- 10'X2" DIA LODOEPOLE PINE TREE
� �, �,,, � � ° STAKE COPPER NAPTHENATE
6- PER 24 BO
2" MULCH 3- PER 15' BO TREEX TREE TREATED AND DRIVEN IN GROUND
w C
2-4" DIA x 60" L SCH. 40 PERFORATED PIPE W/CAP TO BE 9- PER 36" BOX TREE �, � TO 2FT. MIN. DEPTH. 2 REQ'D
INSTALLED AT EACH TREE WELL FOR DRAINAGE 14- PER 48" BOX TREE ° 21 GRAM AGRIFORM TABLETS r RUBBER 'CINCH '
TOP OF PIPE TO BE 1" ABOVE FIN. GRD. QF BASIN -FILL 2- PER SHRUB O v„j 0 1 PER 1 GAL. SHRUB
TIE (4) REQ D
PIPES W PEA GRAVEL AND WRAP W/FILTER FABRIC 2" MULCH 2 PER 5 GAL. SHRUB ARBOR GUARD IN TURF AREAS
TEMPORARY WATERING BASIN -REMOVE FINISH GRADE TEMP. WATERING BASIN ° a ° � ' 9" PREPARED BACKFILL MIX
PRIOR TO THE END OF MAINTENANCE PERIOD 000 0 FINISH GRADE 5 MIN
SEE SPECIFICATIONS
DEEPROOT BARRIER PANEL SUB 24-2, INSTALL PER DET. E � I •::• �'•: ":: : • �� i=1 I (-'
.LSI I II _I' I IIIf' _ v
ROOTBALL -SET 1/2" ABOVE 1 1 2" x ROOT- I �___—� ~ - 2� FOR PET 1/4" ABOVE FINISH GRADE- 18" 3" HIGH WATER BASIN,
_ III
HORMIUM SHRUBS
2 'x ROOT- I I=) I I _ FINISH GRADE BALL DEPTH =III=I (� I I—I I AT TIME OF PLANTING
BALL DEPTH I I _ MIX KD Tp�METHER S(FORESTLHUM!)S OR EQUAL AMENDMENTS I I� BACKFILL MIX -PER SPECS. �1 ,
FINISH GRADE Q
FERTILIZERS PER SOILS ANALYSIS
=�I 6OVER-EXCAVATE AND RECOMPACT
OVER -EXCAVATE AND RECOMPACT NATNE SOIL I I
ZN
g
=I ( NATIVE SOIL
=I I—III—III—i l —III—III—I AGRIFORM TABLETS TO BE
—
ADDED PER MFG. RECOM DS.
UL
2 x ROOTBALL
2 x ROOTBALL Zo
WIDTH WIDTH
2X DIA. OF W
ROOT BALL
Z
w
3
Ld
w
of
0-
X
w
w
H
A TREE PLANTING B SHRUB PLANTING
C TREE STAKING
3
o
w
a
0
U
O
O
w
U
z
Z
A. BARRIERS SHALL ENTIRE LENGTH OF MEDIAN WHERE TREES OCCUR
SEE ALSO DETAIL SHEET 9 REGARDING PAVER INSTALLATION.
USE DEEP ROOT BARRIER LB 24-2 PER THESE SPECIFICATIONS. o
B. DIG THE TRENCH TO THE DEPTH BASED UPON THE PARTICULAR w
BARRIER CHOSEN.
C. INSTALL THE BARRIER. WHEN USING DEEPROOT LINEAR BARRIERS 2' SQ. TUBULAR STEEL TUBING POST. W/ CAP ® 8' O.C. MAX.
SIMPLY PULL THE APPROPRIATE NUMBER OF PANELS OUT OF THE BOX
(THEY COME PREASSEMBLED) AND SEPARATE THE JOINER AT THE 1-1/2' SQ. TUBULAR STEEL TUBING TOP AND BOTTOM RAILS Q
CORRECT LENGTH. WHEN INSTALLING DEEPROOT UNIVERSAL BARRIERS INA 5/8" SQ. STEEL TUBING PICKETS (16 GA.) ® 4-1/2" O.C. PILASTER CAP BLOCK -QUICK Z
LINEAR FASHION YOU WILL NEED TO JOIN THE APPROPRIATE NUMBER OF RETE �Q-A16PC-C9-T1-LSBCBLOUICKPANELS TOGETHER. 8' MISSIOWHITE W/LIGHT SAND BLAST) o
D. NEXT PLACE THE BARRIER IN THE TRENCH WITH THE VERTICAL RIBS w
FACING TOWARD THE TREE AND ALIGN IN A STRAIGHT FASHION. IT IS Aw
HELPFUL TO PLACE THE BARRIER AGAINST THE HARDSCAPE. USE THE
HARDSCAPE AS A GUIDE AND BACKFILL AGAINST THE BARRIERS TO 0
PROMOTE A CLEAN SMOOTH FIT TO THE HARDSCAPE. BE SURE TO o
KEEP THE BARRIER'S DOUBLE TOP EDGE AT LEAST 1/2" (13MM) 16" SQ TAN SLUMP BLOCK
ABOVE GRADE TO ENSURE ROOTS DO NOT GROW OVER THE TOP. COLUMN AT SLUMP
O.C.-SPACE a-
Z
COLUMNS EVENLY ALONG FRONTAGE z
6' REFER TO CITY STD. DETAIL 4167 g
w
a
BOJ
O
z 24" Q
a U w
7+
EQUAL
PAVERS PER PLAN 2�NISH GRADE N
w
e PAVER EDGEBING/
BLOCK COLUMN
6x8x16' TAN SLUMPSTONE BLOCK WALL W/SLUMPSTONE CAP BLOCK
ALL GROUNDCOVER TO BE PLANTED o
AT EQUAL SPACING (TRIANGULAR SPACED) PAVERS PER PLAN\ o 0 o PROVIDE FOOTINGS FOR WALL AND COLUMN PER CITY CODES Q
AS NOTED IN THE PLANTING LEGEND
EDGE OF PAVEMENT = j.�" : .; :':,. o - =•::�.:Uj
, .. :i �.�w: � ~.a:: 7�a:•.. ter:
-FENCE RAIL SLIPS OVER RAIL BRACKET w
GROUND LOCKS , • Y,K. •+a>.r; J.:.• fir:
MANUFACTURED BRACKET TO HOLD TOP AND BOTTOM RAILS
AN INTO COLUMNS WITH MASONRY ANCHORS
DEEPROOT LB 24-2
CURB ;_;.rfa.�,.a. ^ ..•.. }
U
_ NOTES:
U
1. FENCE CONSTRUCTION TO BE EQUAL TO TUBULAR STEEL FENCE FROM GOLDEN STATE FENCE COMPANY.
2. ALL STEEL IS TO BE PREGALVANIZED PRIOR TO CONSTRUCTION
0
3. ALL PICKETS SHALL HAVE CONTINUOUS aWELDS, AND COLD GALVANIZED APPLIED TO THE WELDS. i
4. CONNECT FENCE PANELS TO POSTS WITH SLIDER BRACKETS NOT WELDING.
5. PAINT ALL STEEL WITH ONE COAT EPDXY PRIMER AND ONE COAT EXTERIOR ENAMEL FINISH -COLOR TAN. W
OF SIGN ER TO CIVIL ENGINEERS PLANS FOR FINAL LOCATION OF WALL N
F
THE NORTH LINE OF THE SOUTHEAST QUARTER OF SECTION 36, �o5't�►MM`P ycy
TIN, R6W, S.B.M. AS SHOWN ON TRACT 16568, Z
MB 300/59-62, BEING N 89'59'12"E D GROUND COVER SPACING E ROOT DEFLECTORS y N° 6
-
RN REVISION DESCRIPTION DATA= ENGR. CITY DATE - d L RETAINING WALL AND FENCING AT WATER _,DISTRICT
A 0 &X= CONSTRUCTION OF REaM ONGN& BENCHMAW Prepared BY:
A L L A p C" OF FONTANA, CAUFORNIA
o�euevrs NaT }� PREPARED FOR: SPIKE IN PP NO. - 6697E AT THE SW CORNER ,�4 I \ D ENGINEERING U
Twn ws Ttf DATE APPROVAL tri/ F r of BASELINE AVENUE AND SULTANA AVENUE. \` ' ole cy 6�— CAPITAL IMPROVEMENT PROJECT g
® ELEVATION: 1365.01, SINCE DESTROYED >r aT3, Inc. Ci it Engineering -Land Surveying -Land Planning m
�IOYCN FON AND � POi�iTH N A 8353 SIERRA AVENUE 8253 Sierra Avenue DRAWN BY: SCALE:
.4 >�"TION CONSULTANTS CAD
DIAL TWO WDRK I NG M�r , Tw LRY �� MAY
FONTANA CA 92335 reet Fontana, California 92335 NONE LO
BEFORE DAYS BEFORE MAMM� TO Tlf N�..ANB T� SW CORNER � SITE "%C" * �i * Redl nds,�Cal•�forrn ah 5th t 92373 ( ) 356-1815 Fax (90 ) 3 67 01-1795 DESIGNED EtY: DUALS DATE:
YOU DIG YOU DIG (909) 350-7610 C. 31, TAN., R.SW. S.BM.-2 I.P. S.T.B. 6/28/2007
TN�1 NTb WRH FAX (909) 350-6618 WAN BRASSY CAP, C.S.AI. AT THE INTERSECTION OF `��� 2725 o���r (A Lk.e 2?g (sos) 7- $ 466 o
TOLL FREE 1-8 SERVICE
of C►►1�E ndarc David S. Hammer, R.C.E. 43976 at DRAWING NO::
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT MD STMDIAiD6 N EFFECT BASELINE AVENUE AND CITRUS AVENUE. l CHECKED BY: APP D Z
9.EbA70# (expires 6/30/200?) . 13 o
CITY ENGINEER R. C. E. 51152 m