HomeMy WebLinkAbout4752-4E!\Projects\07 773-1167PHELANJURUPASUSCTR\HLDRW(16\ge.ech—Mediari4IPRIGAVONDETAILS,dv4, 9111/260812:MSI PM, HPDesigMetSRO FAS7,pc-.3
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L
J FINISH GRADE
. .......... F. -O ........
CONC. WALK
POP—UP SHRUB HEAD
WALK OR CURB
RISER
PLAN VIEW
OR CURB 1 /2"
MAIN OR LATERAL LINE
FINISH GRADE
PTION
4%
FINISH GRADE
TEE OR ELL
ELEVATION
ELIE 12" NIPPLE
>
A
A
1.L.1, T_T't
AW
NIPPLE SIZE TO MATCH HEAD SIZE
q
HI POP SHRUB HEAD.—
F
I'If
1174=11 1,1 11=;a
TEE' OR ELL
12'
MAIN OR LATERAL LINE
TYP. CONCRETE TO REST ELEVATION
SCH 80 PVC NIPPLE
THREADED. BOTH ENDS•
MARLEX STREET ELL(PRIVATE)
AGAINST UNDISTURBED
PVC STREET ELL
PVC STREET ELL(PUBLIC)
SOIL
PVC
PVC STREET 'ELLS
LATERAL LINE WITH
NIPPLE SIZE TO, MATCH HEAD SIZE
,,000
PVC TEE OR ELL
PLA -MARLEX STREET ELL(PRIVATE)
P
DOUBLE SWING JOINT
t
SCR 40 PVC STREET ELL(PUBLIC)
31
2 EA. PVC STEET ELLS
SCHEDULE 40 STREET ELL
SCHEDULE 80 PVC RISER
4
NOTE:
TYP. CONCRETE
0 INSTALL 12" SHRUB POP—UP
HEAD 1 1/2
THRUST BLOCKS
ROTE:
-ABOVE F.G.
INSTALL HI—POP IRR. HEAD.1 1/2- ABOVE F.G.'
0 •F.G. — 1 1/2" BELOW WALK
OR. CURB
NOTE: ALL PIPE AND FITTINGS SHALL BE SCHEDULE
F.G. 1 1-/2" BELOW HARDSCAPE
4 0 PVC UNLESS. OTHERWISE SPECIFIED
'RE15-A K DETAIL
CHECK VALVE FOR LOW HEAD
DRAINAGE
USE - PVC STREET ELLS W/TEFLON TAPE FOR ALL
PUBLIC JOBS
INSTALL CHECK VALVES
FOR LOW
HEAD DRAINAGE •0
NOTE: THRUST BLOCKS SHALL BE IN -STALLED IN, ACCORDANCE WITH PIPE
MANUFACTURER'S RECOMMENDATION FOR SIE OF PIPING REQUIRED.
Z
J.
UTILIZED IN -ALL (2 1/2" AND LARGER MAINLINE PIPE)
.#3 REBAR TO BE PLACED AROUND" PIPE INTO THRUST :BLOCK TY -P.
w
APPROVED BY:
-CITY- OF- FONTTANIA
ESSI APPROVED BY:
volESst MY OF FONTANA.
AP oRovem-BY: -ANA
CITY OF. FONT
APPROVEUBY:
CITY OF FONTANA
•-A4
Nn 25126 CITY -ENGINEER
DATE:
Zrry ENGINEER1&1'(-
No. 25126 DATE:
LAWN 4�'ro
5HK-U[5 POP-UP HEAD
Ac ENGINEER DA -TE:
Na11& 25125 ROSERTW.WED' SWING JOINT
DLE
Na 251-26 CITY ENGINEER DATE:
THRU-15T.13LOCK
ROBERT W. WEDDLE
.4 Mr. I 1/01
HI- POP 5HRUE5 HEAD
ROsmRTw wrrbDLE
-DRAVW, BY: 11MOTHY RA5TEDT
rvo villu"phs
DRAWN, BY: __�DIAQTHY RASTEDT,
ROBERT, W. VVEDDLE
EXP.
DRA~-SY: TIMOTHY RASTEDT,
A55EMOLY
J
ORAWN BY: TIMOTHY RA5TIEDT
if FF DATE,OF LAST R&M810k:
or
'WE DATE OF LAST REVISION.
10
PLAR, No. 523 SHT. Fi.
I
DATE REVISION: STD. PLAX-NO. 1OF1
DATE OF. LAST -REVISION:
STD LA. -NO.! 10171
chirSTD
STD, PLAN NO. 524-
SHT. I 0 -Ir I
SHOULD CONSTRUCTION OF THE REQUIRED
0
ITY OP FONTANA9 CALIFORNIA
•
IMPROVEMENTS NOT COMMENCE WITHIN TW 0
BEECH AVENUE MEDIAN
BENCH MARK*
HUNTER LANDSCAPE cm
FO AM'Mr*
YEARS OF THE DATE OF. APPROVAL SHOWN HEREON;
AND: CMMD FORTH IN A DIUGENT MANNER THE F;ww—a oit_m
AS NOTED
rKZPmWWN OR n Detail'
Ir S
atr9
SAN KRNARDINQ COUNTY TBM PER FIELD B(X* 4015/M�Jr
Pbov* Cdfoi* =70-M.
C" ENGINEER" REQUIRE REVISIONS TO THE.
PATE
Aug 26, 2008
ELEVATION 1019.83, DATUM 1929
Ftc 7%,OW2400 0
PLANS TO BRING THEM IWO CONFORMANCE WITH
ct�ru4
By..
RAILROAD SPIKE IN POWER POLE #71833, N.E. CORNER
POPLAR AVE. & SANTA ANA AVE. MT. FROM 9M 8 –38,
Pox, 714M2408 *LL
E&cj2ff=D Z�EINQIQC_a:�
.14-1 KA �Ww
co
STANDARDS IN EFFECT.
PAM ---------- 2- -
REV. DESCRIPTION
DATE j om. CITY 'I DATE I
R R. 51 M DATE
E!\Projects\07 773-1167PHELANJURUPASUSCTR\HLDRW(16\ge.ech—Mediari4IPRIGAVONDETAILS,dv4, 9111/260812:MSI PM, HPDesigMetSRO FAS7,pc-.3
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