HomeMy WebLinkAbout5006-24SHINGLE NAIL.
SIMILAR PATTERN IS TO BE USED
TC TC
1
!
I
TOP OF WALL WALL OR FENCE
_SEF PLANS FOR MEDIAN WIDTH - - ---
"-LODGE POLE
SCREW OR 80LT-AS
CO► OITIONS REQUIRE
NOTE:
HERE CURS ELEVATIONS i
W4C
VARY INSTALL TO
- -
_�a ®
DRAIN TO LOW CURB.
`....�-.TREE TRI_i�J}C
10 GA. STAINLESS
sr_r DETAIL A
STEEL WIRE
CINCH TIE
------CINCH
TWIST
t NOT
1 ' CONCRETE GAP BETWEEN
PREVAILING WIND
e
T ROCKS
DIRECTION
� STAIi° LESS STL.
WASHER -AS
1" CCNCRETE GAP BETWEEN
ROCKS AND BACK OF CURB SET ROCK TO FULL DEPTH IN CONCRETE BED
WITH REQUIRED 1"-t.5"EXPCSiJRE ABOVE TC.
CONDITIONS
REQUIRE
WIRE BRUSH FINISH JOINTS BETWEEN i?OCKS
"
Y
Y
ROCK HEIGHT + 6" WIN. PEA GRAVEL CONCRETE BED
1 "-1.5" INCH ABOVE }
y
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ii
.I w.
TC'
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-- �m- D ETAd L A
" DIA LOIDGEPOLE OPINE TREE
O
riCiP3i?��"ROR!
EQUAL -AS NEEDED
E4
1: y m 3"i. f',.
t.: .. <� ` \j\ NOT T� SCALE
\ FDR ILLUSTRATIVE PURPOSES ONLY
�:-�----
STAKE CCtPPER NAPTHENATc
\u.•\\ \\
T RENTED AND DRIVEN it' -4 Gt�OtDAJD�
3" BERM TO FORM
PERMANENT BASIN WATER BASIN
_ ESPALIERED PLANT
TO 2FT. MIN. DEPTH. 2 REQ'U`'-
BACKFILL
CAIN. COMPACTED SUBGRADE OR
- I
OR VINE
'PER SPECS
BASE MATERIAL PER PIANS AND SPECS.
_........__........ --'CItCI" Ti E' (4) REQ`D
GOARD IN TURF AREAS
' FERTILIZER TABLETS
�: I
/
NOTE
1- ROCK SIZES UNLESS 01 HFRWISF SPECIFIED SHALL BE:
COBBLESTONES: MAX. 12" TO MIN. 6", NO MORE THAN 50% OF ANY
,--ARBOR
-PREPARED PACK�'ILL MIX,
s
(.
= I i� w R4078ALL
1 1 /2"X MIN. ROOTBALL DEPTH
PAINT BOLT OR SCREW TO
:: a MATCH SUFtf ACE 13 HINa
ONE SIZE_
2. A SAMPLE ARREA, MIN. 10 SO. FT, SHALL. BE APPROVED BY
\
� 8 % SEE SPECIF"ICA1IONS
2X THE WIDTH OF ROOTBALL -1 BACKFILL MIX,
THE CITY INSPECTOR PRIOR TO PROCEEDING WITH THE
REMAINING ROCK WORK.
" HIGH WATE ASII�1,
fff
PUDDLE AND SETTLE BACKFIL
ELEVATION VIEW
3, FINAL RESTING POSITION OF ALL ROCKS SHALL. BE APPROVED
BY THE CITY INSPECTOR.
: AT TIME OF' PLANTING
PRIOR TO PLACEMENT OF SHRUB
4. ROCKS SHALL BE SMOOTH, ROUNDED, FREE OF OBJECTIONABLE
F'IN'SH GRADE
IIDISFIGURATIONS AND IRON CONTENT AS APPROVED BY THE CITY
INSPECTOR
CLASS
-
5. CONCRETE SHALL BE 520-C-2500,4 INCH SLUMP CONCRETE.
T ;
� � -""-'- GI IFORIvI TABLETS T ? BE
6- B• CONCR L VINE CCLLORS
6. WIRE BRUSH ALL JOINTS AFTER THE INSTALLATION OFTHE ROCKS.
_ t
ADDED PER MEG, RECOM DS_
IN TURF otREAS ONLY
r, c,
AFTER CONCRETE HAS SET, CLEAN THE RESIDUE FROM SURFACES
OF ROCKS.
s - i
7. NO JOI NTS GREATER THAN 1" BETWEEN ROCKS WILL BE
PLAN VIEW
ACCEPTABLE. 4" FJLLER ROCKS WILL BE ACCEPTED TO MAINTAIN
THE 1" JOINT.
2X DIA, OF �
(
8. WHERE ROCK 13ORDERS TURF= AREA, PLACF 1" CONCRETFF EDGE
BETWEEN FLACK OF ROCK AND TURF,
ROOT BALD.
a�tf fss/° a APP OVED Y: \ CITY OF FONTANA pwofEss/o,� LIHM.OVER BY:
CITY OF FONTANA
�WtHssjo , ROVE Q BY, CITY OF FONTANA
��o��sstQROVED Y:
CITY OF FONTANA
Na. 51132 CITY ENGINE DATE "f REE STAKING
� No. 51152 ITY ENGINEER DATE
SHRUB PLANTING
� ��. a115t CITY ENGINEER DATE VINE PLANTING
� No. 51152 ITY ENGINEER DATE
i TYP. ROCK TREATMENT
RICARDO SANDOVAL
RICARDO SANDOVAL
RICARDO SANDOVAL
RICARDO SANDOVAL
* EXP. 910105
REVIEWED BY: _ Tmrnthv_Bcac =
* EXP, 91381105
REVIEWED BY: Timothy Rostmit
EXP, 91311jD5
REVIEWED BY: � Frier t
EXP. W30II05
REVIEWED BY: Timothy y Rnstedt
CNIL%f � CAl'FQ� �Q TREVISION:1-2B-DO O ST®. PLAN JPO: 5031 SEAT 1 ?fb 1
DATE OF LAS
�F Of ICA6�F��\VIL� DATE OF LAST REVISION. -.L-_28-00
�7��E G€ ��1���BATE OF LAST RI=VfSiC)t�I: 1 mm� -�J STQ3 PLAN NGC �Q� `: .SI�1 1 IAF �
r� OF CAl1E��DATE OF LAST REVlSIt3N: 1-28-00
STD. PLAN N0. 5035
SHT � OF '�
STD. PLAN NO. 50457SHT
1 OF
'C 4
1 2
1
i
FINISH GRADE/TOP OF MULCH
12" MIN.
3
7 INCH VALVE BOX
2
1
12" 12'
1 2 3 4
R 12"a
120/
LANDSCAPE DRIPLINE TUBING
4 4
3
4
1' 2"
21 900
\ \
5
--
5
I I
FLUSH PLUGx_X
a �
/\X\X
/\\/\\/\\
\\\ \\\\\
d 4
\\\
4 a d
\\ \ \ \ \ \ \ \ \ \
o
MULTI -DIAMETER COUPLING
LEGEND:
�\ �\ \ �\
LEGEND: \\\/\\\ \\
LEGEND: 6
RAIN BIRD MDCF-COUP OR EQUAL
4
1. PVC SCH 40 TEE OR ELL
2. PVC LATERAL PIPE
\
1. EASY FIT COMPRESSION TEE \//\\\\ /\\ /\\ \ /\\ \\ /\\
2. FINISH GRADE
\\j\\\ \
1.6" ROUND VALVE BOX: RAINBIRD VB-6RND
2. TOP OF MULCH
3. FINISH GRADE
LEGEND: EQ. EQ.
3. RAINBIRD EASY FIT COMPRESSION ADAPTER
\\\ \\\ \ \\\
3. LANDSCAPE DRIPLINE TUBING: RAINBIRD DRIPLINE � \� \\ \\ \\/ \\
�� ��
AIR RELIEF VALVE KIT: RAINBIRD X17000AIR VALVE KIT
BRICK (1 OF 2)
1. LIGHT POST MOW APRON4.
2. LIGHT POST BASE (REFER TO ELECTRICAL PLANS FOR DETAIL).
4. RAINBIRD EASY FIT COMPRESSION COUPLING-
6
4. TIE DOWN STAKE STAKE: RAINBIRD LD16STK
5. LANDSCAPE DRIPLINE TUBING:RAINBIRD DRIPLINE XFS
3. NOT USED
MODEL MDCFCOUP.
5. LANDSCAPE DRIPLINE TUBING: RAINBIRD
NOTES:
6.3" MINIMUM DEPTH OF %" WASHED GRAVEL
3 -INCH MINIMUM DEPTH OF
NOTES: 3/4 -INCH WASHED GRAVEL
4. SCORE LINE (TYPICAL)
LANDSCAPE DRIPLINE XFS 7
6. EASY FIT COMPRESSION COUPLING-
1. IF PUTTING LANDSCAPE DRIPLINE UNDER SOIL, DO NOT BURY MORE THAN 2" BELOW GRADE AND
INCLUDE AIR RELIEF VALVE (SEE AIR RELIEF VALVE KIT DETAIL
1. ALLOW A SMALL AMOUNT OF TUBING PLAY INSIDE
5. EXPANSION JOINT
NOTE:
RAINBIRD MODEL-MDCFCOUP
THE VALVE BOX IN ORDER TO DIRECT FLUSHED
7. EASY FIT COMPRESSION FLUSH CAP:
WATER OUTSIDE VALVE BOX
LIGHT POST MOW APRON TO BE POURED MONOLITHIC W/ ADJACENT SIDEWALK
RAINBIRD MODEL-MDCFCAP
A DRIPLINE LAYOUT
B DRIPLINE BELOW GRADE
C AIR RELIEF VALVE
D FLUSH VALVE
E TYPICAL LIGHT POST APRON
DATE
SUBMITTAL TRACKER
Q 0
o
DIAL
SHOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS
OF THE DATE OF APPROVAL SHOWN HEREON AND
CARRIED FORTH IN A DILIGENT MANNER, THE CITY
�FQ ��°F
��,���R E �lF� -9�bmia
W 6
c
L A N D S C A P E
YOUNG HOMES
S
10/10/2012
FIRST SUBMITTAL
TR 18676 - CFD LANDSCAPE PLANS
DRAWN BY: SCALE:
SK, SF PLANTING & N.T.S.
3/7/2013
SECOND SUBMITTAL
TWO WORKING
����
BEFORE DAYS BEFORE
ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
9/30/13
A R C H I T E C T U R E
DESIGNED BY: DATE:
IGAT DETAILS
YOU DIG YOU DIG
BRING THEM INTO CONFORMANCE
WITH STANDARDS IN
X . A E
SK 10-10-12
TOLL
A PUBLICRSERVICE BY UNDERGROUND SERVICE ALERT
EFFECT
�lgTF Of
CORONA, CA 92879
310 NORTH 0951 Rf37
REV.
CHECKEDBY:APPROVED
` '�: :
✓
DRAWING NO.
24
REVISION DESCRIPTION
DATE
ENGR.
CITY
DATE
CA`\�OQ�\P
1�
124 I F: 951.737.6551BM
DATE:
CITY ENGINEER R.C.E. 51152
5006
27