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I
1 /4% 51 " DI
STL. PLA'
EXIST.GROUND 1/4"x 6"
STL. BAND
NICOLON MIRAFI 140N
FILTER FABRIC
-
N
1/4"x 6"
STL. BAND
1 /4"x 2" STL. BAR
6.5" THK. AC APRON
(SEE STREET PLAN)
CL'
L=PER
:0` 27,
NOTES:
" DIA.
I.z
N
N
w
a_
O
FL
N
(TYP)
MODIFICATIONS AS SHOWN HEREON.
I
CONSTRUCT STRUCTURE PER O.C.E.M.A.
2' 2'
48" DIA.
6.5" THK. AC APRON
(SEE STREET PLAN)
CL'
T-) A
SECTION A -A
DOUBLE COURSE
4"x8" BRICK AND
MORTAR PLUG
h
SECTION B -B
BRICK AND
MORTAR PLUG
RCP
DOUBLE BRICK AND MORTAR PLUG - TYPICAL FOR ALL DIAMETERS
2' CLR.
L=PER
:0` 27,
NOTES:
" DIA.
12"
2'
FABRICATE WELDED ASSEMBLY WITH
OPENING
(TYP)
MODIFICATIONS AS SHOWN HEREON.
CLEAN OPEN GRADED
CONSTRUCT STRUCTURE PER O.C.E.M.A.
2' 2'
48" DIA.
2'
(O.C,P.F, & R.D.) STD. PLAN 1305.
S
C.S.P.
1.5" ROCK.
4. For guard raining typical layouts, see the A77E, 477F aria
L
Cana fslab
WRAP W/ NICOLON MIRAFI 140N FABRIC AND
0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0O
SECURE WITH CHICKEN WIRE.
MODIFIED "TYPE
V" INLET
DETAIL
A
0000
SCALE: 1"=2'
transition the top of rcil'np height at c ratio of 120.1 +o
T-) A
SECTION A -A
DOUBLE COURSE
4"x8" BRICK AND
MORTAR PLUG
h
SECTION B -B
BRICK AND
MORTAR PLUG
RCP
DOUBLE BRICK AND MORTAR PLUG - TYPICAL FOR ALL DIAMETERS
2' CLR.
L=PER
:0` 27,
PLAN
30'-39"
14
2'
CLR.
LOCAL
- -.,R go van;ad
I connec,tio, bored.
CLEAN OPEN GRADED
A
$Tope to
DEPRESSION GUTTER
except as o herw`se note
S
Dom. . r'_ • _.+ 4'!•„g,
1.5" ROCK.
4. For guard raining typical layouts, see the A77E, 477F aria
L
Cana fslab
0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0O
0 0 0 0 0 0 0 0
0U0 0 o 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0,00"o
0 0 0
0000
transition the top of rcil'np height at c ratio of 120.1 +o
o
+i -urinal system end treo+ment height plus one 12'-6"
�I
�{
o°o°
0000
0.0%
0.0%
L
O°O°
o°o° 1%
MIN.
CURB FACE
0 000
0 0
0
S. For guard raii'ng end anchor details, see Standard Plans
0 0
TOr RAIL
°0°0
V' ,
a For- details
Ag f t,;ord railing trons1+ion to bridge rolling, see
°0°0
)o
BEAM GUARD RAILING WITH WOOD POST AND BLOCKS
CURB
0 0
CI -OUT 0000
O O o 0 0 0 0 0 0 0 0
000000000000000000000
0 0 0 0 0 0 0
0 0000000000000
0 0 0 o O o O o 0 o O 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0
0 0 0 0 0 0 o
00
0 o
OPENING
00000
00000000000
railings, see Stoncard Plans d77JI , A77,12 and A77Ki.
0000000
0 0 0 0 0 o O o 0 0 0 0 0
0 0 o O o 0 0-0-0-0 0 0 0
0 0 0 0 0 0 0
0 0 0 0 0 0 0
0 0
0 0
11. For sgward railing connection details to obu+ments and wails,
12" HDPE. INLET.
00°°
O
0.0%
SEE ; CUT STEEL WASFIER
0.0%
-+ --
t2'
Yc---.1
0
°000
O
_ NOTE 16 -
L -t_. _ .. j
-�
12. Direction of adjocen+ traffic Indicated tsy �'N".
°
-�
LINE, POST - �_
-�
13. For Typical guard ruff ng tlaiinea}ion and dike positioning
O
°000
IE RAIL SPLICE AND SLOT FOP,
14. Slotted hole or baited connection of roil element to 15100K
O°
Eip 0 BUTTON HEAD
O°O°
Ond Pc:t. See ASecticn 7nru Roit Element".
CONNECT RAIL
O°O°
PERFORATED
°oOo°o°000°0 0°0°0°0°0°0°0°0°0°0°0°
0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0
oo°o
0 0 0 0 0 0
MIN?"2
s
HDPE.
N
GROUNDG;ND LINE
OR S40ULDER
Oh
i6. ,Addlticnai'sole Ir uppermost portion of line post is
SURFACING
h'
for s us adjustments of raining height.
Ye'' x 2/;" SLOT
UNDER RAILING,
SEE NOTE 11.._,
42" PERFORATED
o
42" PERFORATED
fl
17, Install postsIn Soil,
(MIN. 2 inch'/ft.) HDPE.
(MIN. 2 inch'/ft.) HDPE -E
A
W.
PLAN
INFILTRATION TRENCH (TYP)
NTS
COMPACTED 42" PERFORATED
NATIVE (MIN. 2 inch'/ft.) HDPE
IMPERMEABLE WRAPPED WITH 140N MIRAFI
LINER (OR EQUAL)
CLEAN OPEN
GRADED 000 0n, -.0n _.n.
._
� 0000
1.5" ROCK. ' - -7 �,, _
O
Ln
IMPERMEABLE O :`� O N
17)
LINER
t' O
COMPACTED G
NATIVE O O ir1
O
42" PERFORATED O O O
(MIN. 2 inch'/ft.) HDPE O O O O O v O v O v 0 v 0 v` v O O O O COMPACTED
WRAPPED WITH 140N MIRAFI - - - - - - - - - - - - - - - - ,r - - NATIVE
(OR EQUAL) IMPERMEABLE
\2.5' 5' 2.5' LINER
10'
UNDISTURBED PERMEABLE
NATIVE 12" HDPE TO FILTER FABRIC
CURB OPENING
INLET
DETAIL
INFILTRATION TRENCH
NTS
INFILTRATION TRENCH DETAIL
SCALE: NTS
PARKWAY
MANHOLE
CURB AND
GUTTER
OUTLETSD
(CB. ON LYTLE
CREEK RD. ONLY)
poo
12" HDPE pOo
�o
TO INFILTRATION
TRENCH I,o
ST. ROW.
12'
6' '
SIDEWALK
CURB OPENING
INLET.
O 000000000000
0
0
0
O
O �O,70-00o�
FL (BOT SLAB)
SECTION A -A
NTS
INFILTRATION
TRENCH.
DETAIL ON
LEFT.
-tL .
ON
SCALE: NTS
t 8 I' i5ee note 51
Y44
e4uaNY spaced at I next pa4�®
Canter of hole
to be V from
CD. of p kyte,--•---.
a 1}t
BOTTOM VIEW
TOP PLATE
se �+At ll tar
0,4 DevIC9e
I at tip
otion ori as
4, RISER
DIAMETER
C.S.I.
GAUGE
:0` 27,
iG
30'-39"
14
48'-48'
Iw s t?n4 ••d
0.108" NOMINAL
- -.,R go van;ad
I connec,tio, bored.
5. Guard roiling POS` $tsvcic to be 6'-3" center to center,
Rp
..C.P•
$Tope to
drain
except as o herw`se note
S
Dom. . r'_ • _.+ 4'!•„g,
ry ootk
4. For guard raining typical layouts, see the A77E, 477F aria
L
Cana fslab
RAIL ELEMENT
ELEVATION
4, RISER
DIAMETER
C.S.I.
GAUGE
:0` 27,
iG
30'-39"
14
48'-48'
+:Z
0.108" NOMINAL
41
I ORAVA COUNTY ERVIRONWNTAL MANAGEMENT AGENCY STD. PLAN
wpm
Xmr�� 'f arnr
t� taab*e PM. $6_846?11-W1305
INLET TYPE V SHT. , OF t
z'h -.14 `.Y.1`1 Iwo
Stt Cf Ori JJJ
� !K `Kilt `xlf4 ♦ •
AM
grocer
A - :Asan oaf
HOLD-DOWN
at.lf Trot!
DETAIL -PLATE STIFFENER, a,Q,
��TypY'n' 66Paa
Mir �. h • ara gyp + °r
Eire mur +da !tN
C.2.► :A R.E.P.
r.sr,
f
E I
A
ALTERNATE jUNCTICN
eatc+i°1�a*�fa to
NOTES: BOTTOM VIEW
L Riser pipe shall extend to •Elev. A` CAGE RETAINER RING
2. Elevotlon A. D, , 0a , L, , L2 are shown on pians.
3. Corrucoted Steel pipe shall conform to AASHTD M-36.
4. Grote aaterrbiy shall be gcNonized after fobricatfor.
S. For G, =54' and larger, weld lA -xlVZ -xl14 ' onfales to Dints with 11
welds at 6' C.C.
G. n=number of Co-: on grot! asso"Oly.
7. Gouge of pips for altimeter Dz Shall be some as for riser.
a. Riser and stub !ha§l be snap fobricot*A ora galvcanizdd oftor weid4v.
9. The following shall to stencilled uasVV 2 Inch n:gh letters aria slack
paint on the face of the curb colocent to the inlet lelther elaes
grid on the top of the Inlets
NO DUMPING
DRAINS TO OCEAN
GRANGE COL -417Y ENV;RONMENTAL MANAGEMENT AGENCY STO. PLA
-AcxrQ~--w
L mb1 �' .�df± MYdRf 1305 � p
:mOPr� Ws tt 4i Ri.#aA Mss 96-:-18 (;/i5
iNLET TYPE V U-T.z OF 2
i
Ar ff V,6„ TOLERANCE} - 3
ce 14° I f
IL x 2%" BOLT y4,. x 2'f2" BOLT ;: i �tgdrll0 xi0i
it f•, SLOT PATTERN IN RAIL ELE* ENT. n SLOT PATTERN IN RAI: ELEI!£N?. n `�.i` Moy ?0,c2011 __ LSQ2EK�
`. ,--i e... r
i
... � �„ R�+� `�� .,,, � �, 5-34-11- • '
;SEE. NOTE 15 �r
RAIL SPLICE HAIL SPLICE
.-- _R � E »ENTS_SFL.IC D A7 i t"_'-6 , INTERVALS . � I 1 �s„ r.
33 NOTES:
RAIL ELEMENT LENGTH-_= 13'- 6',f" i SEE NOTE 14 -
.,�- For details of Steel post Installations, ser Stondard
-. A� rive 1 SYAgiE7RiCA4 Plan A77A2,
`✓ o ! ABOUT C
PLAN 2. For details of stfndord hCeCIWOre used +a constr-Lic+ Guard
rai'.'ir.g, see Standard Plon A7781.
3. For details 01r wood posts oral wood blocks useo to construct
PAST PST 6'- 3" PST SEE NOTE �5 guard railing, see Standard Plon A77C1,
-3" _ - - TOP OF RAIL
1?t'I`w-v err Table of ('rleatcrux
BASIS OF BEARINGS: moll 11 CITY OF FONTANA CALIFORNIA
THE BASIS OF BEARINGS FOR THIS DRAWING � O QROF E SS / ON T
SHOULD CONSTRUC110N OF THE REQUIRED ° L �` = STREET IMPROVEMENT PLAN
IS: CL OF LYTLE CREEK ROAD N00'40 22 W �N F FUSCOE
IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS 1A.,A,�, <<�?, 1325.56 BASIS OF BEARING PER MB
309/7-10. tMAWWr nwHnnnnAAAA OF THE DATE OF APPROVAL SHOWN HEREON AND - z
'�i�� DRAWN BY: SCALE:
NO. C 047255 m E N 6 1 N E E R I N 6 AS SHOWN
BENCH MARK: DIAL TWO WORKING CARRIED FORTH IN A DILIGENT MANNER, THE CITY Cr Exp. 12/31/17 2850 Inland Empire Boulevard, Suite B, Ontario, California 91764 DESIGNED BY: DETAIL SHEET 2 DATE:
SAN BERNARDINO COUNTY BENCHMARK BEFORE DAYS BEFORE ENGINEER MAY REQUIRE REVISIONS TO THE PLANS tel 909.581.0676 o fax 909.581.0696 o www,fuscoe.com
#8-17. SBD CO BR DISC IN CONIC LEG YOU DIG YOU DIG
SEPTEMBER, 20? 5
TO BRING THEM INTO CONFORMANCE WfTH CHECKED BY: APP VED DWG. NO.:
POWER TOWER SCE# 195 343' N HIGHLAND TOLL FREE 1-800-227-2600 sT C I V i� a`P
AVE. 0.2' MI W OF SAN SEVAINE AVE A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STANDARDS IN EFFECT. qrE Foy �"2�-� �, �7, l0 3
OF CAL` Date
ELEVATION = 1428.61 (DATUM OF 1929) REV. REVISION DESCRIPTION DATE ENGR. CITY DATE STEVEN L. ELLIS R.C.E. 47255 TY ENGINEER R.C.E. 51152 DATE: 5395 9
a. ror additional instoligticn details, see Standard Pion A77C3,
I
0.108" NOMINAL
5. Guard roiling POS` $tsvcic to be 6'-3" center to center,
r- mmw--
--..
"
SECTION THRID
except as o herw`se note
LAP RAIL ELEMENTS IN
4. For guard raining typical layouts, see the A77E, 477F aria
DIRECTION OF TRAFF;C?,
RAIL ELEMENT
A77G Series of Standard Plans,
7. To connect rc'lingl to terminoi system end treatment,
transition the top of rcil'np height at c ratio of 120.1 +o
+i -urinal system end treo+ment height plus one 12'-6"
�I
�{
-N- GROUND L114E OR SHOULDER
URFA€(?NG UNTE 17DER RAIL ELEMENT,
SEE
tT
�
atandord railing section at the transitioned height for
o hOrizontoi connection to ttv end 'reotment.
L
S. For guard raii'ng end anchor details, see Standard Plans
ELEVATION
TOr RAIL
A77H1 rand A7TI2
.OP
V' ,
a For- details
Ag f t,;ord railing trons1+ion to bridge rolling, see
FETAL
BEAM GUARD RAILING WITH WOOD POST AND BLOCKS
x $" x -2"
WOOD BLOCK
TOENAIL OATH 7-16d
10. For additional details of guard falling Gornectlon to br dtie
.ctv NAILS IN TDP DF BLOCK
railings, see Stoncard Plans d77JI , A77,12 and A77Ki.
Ya` 0 BUTTON HEAD
11. For sgward railing connection details to obu+ments and wails,
BOLT WITH ilex NUT. NO
SEE ; CUT STEEL WASFIER
Ree 5tandcrd Plcn 477,13.
-+ --
t2'
Yc---.1
WASHER ON RAIL FACE
FOR ApL7ED CONNE4710N
TO
_ NOTE 16 -
L -t_. _ .. j
-�
12. Direction of adjocen+ traffic Indicated tsy �'N".
...
n 1
LINE, POST - �_
r �
wF
13. For Typical guard ruff ng tlaiinea}ion and dike positioning
2"
detciis, see S+ordord Ptan A77C4.
IE RAIL SPLICE AND SLOT FOP,
14. Slotted hole or baited connection of roil element to 15100K
Eip 0 BUTTON HEAD
Ond Pc:t. See ASecticn 7nru Roit Element".
CONNECT RAIL
T
TO POST POSTST AND BLOCK
LO
15, Slotted hales far splice bolts to overiap ends of rail
`
element. See "Section Thru Rci1 Element",
GROUNDG;ND LINE
OR S40ULDER
Oh
i6. ,Addlticnai'sole Ir uppermost portion of line post is
SURFACING
h'
for s us adjustments of raining height.
Ye'' x 2/;" SLOT
UNDER RAILING,
SEE NOTE 11.._,
Sera StandardPlan 7
o
fl
17, Install postsIn Soil,
x 1'/a" SLOTS, Tye
ELEVATION
"�"�""`
RAIL ELEMENT SPLICE DETAIL
c) Connect +te aver lapped and of the reit ele-men+a with
0 x t,J' button head ovof 6houlder splice baits
f
rI
STATE OF CALIFORNIA
into the , x 11/8" slots and belted together+
WOOD POST (SEE
NOTE 3}
`
DEPARTUENT Of TRANSPORTATION
witinseh
with �" 0 recessed trax nuts. Recess of hex nut points
o
_
METAL. BEAM GUARD RAILING
tovcrd rail element. A total of $ b+2tts Ord nuts
g"
rre to ba rased at each rail splice connection,
,.. ___-t
STANDARD RAILING SECTION
b) Tt,e ends of tinefic elements ara to be 3Yeriopped in the
direction of traffic {see detai(8),
SECTION A -A
(WOOD POST WITH
c)1A+here >?nc; cap is to be attached to tt�e f
end a rail element,
TYPICAL WWW LINE
WOOD BLOCK)
a total of 4 of tnf� above described splice bolts ord nuts are
to be used.
PAST INSTALLATION
NO SCALE
See Note 4
1?t'I`w-v err Table of ('rleatcrux
BASIS OF BEARINGS: moll 11 CITY OF FONTANA CALIFORNIA
THE BASIS OF BEARINGS FOR THIS DRAWING � O QROF E SS / ON T
SHOULD CONSTRUC110N OF THE REQUIRED ° L �` = STREET IMPROVEMENT PLAN
IS: CL OF LYTLE CREEK ROAD N00'40 22 W �N F FUSCOE
IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS 1A.,A,�, <<�?, 1325.56 BASIS OF BEARING PER MB
309/7-10. tMAWWr nwHnnnnAAAA OF THE DATE OF APPROVAL SHOWN HEREON AND - z
'�i�� DRAWN BY: SCALE:
NO. C 047255 m E N 6 1 N E E R I N 6 AS SHOWN
BENCH MARK: DIAL TWO WORKING CARRIED FORTH IN A DILIGENT MANNER, THE CITY Cr Exp. 12/31/17 2850 Inland Empire Boulevard, Suite B, Ontario, California 91764 DESIGNED BY: DETAIL SHEET 2 DATE:
SAN BERNARDINO COUNTY BENCHMARK BEFORE DAYS BEFORE ENGINEER MAY REQUIRE REVISIONS TO THE PLANS tel 909.581.0676 o fax 909.581.0696 o www,fuscoe.com
#8-17. SBD CO BR DISC IN CONIC LEG YOU DIG YOU DIG
SEPTEMBER, 20? 5
TO BRING THEM INTO CONFORMANCE WfTH CHECKED BY: APP VED DWG. NO.:
POWER TOWER SCE# 195 343' N HIGHLAND TOLL FREE 1-800-227-2600 sT C I V i� a`P
AVE. 0.2' MI W OF SAN SEVAINE AVE A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STANDARDS IN EFFECT. qrE Foy �"2�-� �, �7, l0 3
OF CAL` Date
ELEVATION = 1428.61 (DATUM OF 1929) REV. REVISION DESCRIPTION DATE ENGR. CITY DATE STEVEN L. ELLIS R.C.E. 47255 TY ENGINEER R.C.E. 51152 DATE: 5395 9