HomeMy WebLinkAbout5227-8 E E HINGE COVER AT
a 8 24" z INLET INLET RECTAE AGUUL R TTOP OF FRAME
w (600 mm _2:-?'s TYPE 2 TYPE 1ER PER PIPE PER
Ageg_ PLANS
.-, SEE NOTE 8 ,,t � '-i
24" �
Now � (640m ,
1010 TC — Q 17-2
„4
A I R '47' ,.�'■ NOTES
_. A
SECTION 1W
-- °et-° INLET TYPE 2 'i _
p o! in ^ `, Np $ 1. FLOOR OF BOX SHALL BE TROWELED SMOOTH.
a. 0
00 0 v* o o+0 0 10' tO �� N . 2. IF THE TOE OF SLOPE IS ALLOWED WITHIN THE R/W, INLET TYPE 1
+ !:
0 0 � v o � oo �� BAR 250 BEGINS AT THE TOE RATHER THAN AT THE R/W LINE.
o N N �. 75 mm) MIN
o Mo `�"� — — — v v 5/8' ♦ i (150 mm) 3. FOR OPEN DITCH (TYPE 2), THE 24" (600 mm) EXTENSION BEYOND
o �? o i (16 mm) I
0 00 + N v r '� $ THE R/W UNE IS NOT REQUIRED WHEN BACK OF WALK IS 24” (600 mm)
c• coo ^cp co c) o i fgCj' ; j a �g SECTION OR MORE FROM THE R/W LINE; HOWEVER, THE PIPE SHALL EXTEND
CD o+ -4-, v 74/4.t; ,,,m, /r'��/ B`"�"'� 4� E 1
TO THE R/W UNE IN ANY EVENT.
▪ o p ....
No vo — — — — _ — INLET TY
� DETAIL OF ANCHOR 1`_+ 4. TOP OF INLET STRUCTURE (TYPE 1 & 2) SHALL BE FLUSH WITH ADJACENT
_ -� N. EXIST. F.G. CURB FACE '-4 �75 mm) CURB FACE SURFACE WHERE PRACTICAL.
ANCHOR
AT 36.00' N'LYFL 1 5. A HEADED STEEL STUD 5/8" x 6-3/8" WITH A 1" HEAD
1 0 0 0 r C ' t f (16 x 160 mm, 25 mm HEAD) ATTACHED BY A FULL PENETRATION BUTT
—POINT M POINT N
POINT P POINT 4—/ WELD MAY BE USED AS AN ALTERNATE ANCHOR.
6. NORMAL CURB FACE AT POINT M AND Q. CURB FACE IS B + 5" (125 mm)
+11161 AT POINT N AND P.
A
PLAN 7 BEE PARALLEL TO THE 3" (75 mm) LEG TOP OF SIDEWALK.F THE 5/8" (16 mm) DIA ANCHORS SHALL
l
10' (3000 mm) S 10' (3000 mm) i 8. SLOPE = 2.0%.
TC GRADE LINE ASS/2 TOP OF CURB
SHOWN ON PROFILE
TOP OF CURB as
POINT P POINT Q
POINT M POINT N PROFILE
SIDEWALK
1010 FINISH
GALVANIZE!) STEEL FINISH
ANGLE
FS ^ S, INCHES J BAR FCR S = 30• (150 mm) ANF} LESS, USE 2 4-0°
o ^ '_ ( t/{144 mm} I BATTER 3:12 SEE NOTE 8
0 0 � ,`� � mm) SPAONG ANCHORS. OTHERWISE, USE 3 ANCHORS. 2 ,.�
o -� o �`! ± �n 12"(300) 7'(249} (1U mm)
0o coo co o co o FOR S = 48' (1200 mm) AND LESS,
o ^ p IT (450) 7'(20
O 00 ^ o "" 24"(600) 7' (249) B = 3" (75 mm) 8 6"
p oUSE 2-1/2"x2'x3/8' (64x51x3.5) 200 mm 150 mm) �,
C- 0 rn co o •E_`.%Z..-- — — — GALVANIZED STEEL ANGLE. o
3O'(750) 7"(240} r TIER TO
o p M o v _ 36" (900) 7'(zoo) MATCH SECTION A—A �
0 42" (1950) 6' (210) OTHERWISE. B = 4' (100 mm)-USE 3-1/2'x3•x1/2' EXISTING ,o��
O CO 0+ .- 'N89x76x12.7 GALVANIZED STEEL ANGLE. E efo
- o - 48'' (1350) 6-1/(225) ( ) 8 mm (
M▪ o E S 6" �
N J BARS ARE #3(#10M,. ), g 1515 mm q
N o 60" (1500) 5'[80) t �, _�i" /•
Sy..
— — EXIST. F.S. 66' (1659) 4"180) _I----'v- ;J BARS E
AT 72. 0890) 3-1/2"(120) I comoi: ,,, d E
1000 PROFILE SCALE: 8
SECTION B—B
HORIZ. - 1" = 40'
VERT. - 1" = 4'
2431+00 244+00 245+00 246+00 247+00 248+00 STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
STANDARD PLAN 4.... :_ �. ,_ STANDARD PLAN
PROMULGATED BY STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
WORKS STANDARDS MC.` PARKWAY DRAIN
SEE SHEET 5
151 2
1903
PARKWAY DRAIN
REV. rats. zoos USE WITH STANDARD SPECIFICATIONS. .FUR.PUBLIC WORKS CONSTRUCTION SHEET 1 OF 2 - -
SHEE.T 2 OF 2
I /5L a= O+_ iii
\
9 9 29
0 0 ao '/' VI\
�p c0 •F:
+- �ri r-, L +a + + _•
\ \
N N N A I \
•N Q Q N
_ ? <
N W N W W N W (n W m
j \_
x
`P T A.�� s ,§'.:._� tools ' I,. LLI
W �hw" xA. in
�? M co TION NOTES
C �F00 i 244+00 245+00 246+00 ,;• 247 00 00_ CO 248+00
+ F w 3
F.
33 `F . ""Y� 0 EXISTING POWER POLE AND/OR GUY (TO BE UNDERGROUND OR REMOVED BY OTHERS)
Fe) a
N15 PROPOSED WATER METER(S) (BY FONTANA WATER COMPANY)
+ Z
N Q 29 EXISTING IMPROVEMENT, AS NOTED (PROTECT-IN PLACE).
(n do
W Na
Z
I--
.
V co,
N W
N
iD 0
JURUPA AVENUE
PAVEMENT LEGEND
.... - REMOVE EXISTING
AC PAVEMENT
[ - CONSTRUCT NEW A(1111111111111111•00""-- i
ASPHALT PAVEMENT
=:,-,:------'---/‘-:,', - CONSTRUCT NEW 0 20 40 80 120
, _ .. .. .. PCC SIDEWALK
.. - CONSTRUCT NEW
'° ' PCC DRIVEWAY
SCALE:1 "=40'
/ / - GRIND AND OVERLAY
WD/D# 8-36C371179
Du , `� SHOULD CONSTRUCTION OF THE REQUIREDOFEss/pNq Prepared Under The Supervision Of CITY OF FONTANA, CALIFORNIA
IMPROVEMENTS NOT COMMENCE WITHIN TWO ,`.RS. pRD s"�Fyc Thienes Engineering, Inc. STREET IMPROVEMENT PLAN
CML ENG/NEER/NG• LAND SURVDING
YEARS OF THE DATE OF APPROVAL SHOWN HEREON W �, 14349 FIRESTONE BOULEVARD DRAWN BY: SCALE:
`� (714 A,- 1FOR(L449 063873 DLT JURUPA AVENUE AS SHOWN ,
��"" AND CARRIED FORTH IN A DILIGENT MANNER, THE * R.C.E. NO. 56155
DIAL TWO WORKING DESIGNED 13Y: PLAN PROFILE SHEET DATE:
BEFORE I� DAYS BEFORE CITY ENGINEER MAY REQUIRE REVISIONS TO THE Jl xP. 12-31-1s Q STA. 243 1 4 6 • 247+00.00
YOU DIG �, YOU DIG 9�' CIV1\- �� , , .. MSR
_ _ PLANS TO BRING THEM INTO CONFORMANCE WITH F O Date : �' I IS CHECKED BY: APP- . DRAWING NO.:
TOLLFREE \F I v� 8
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STANDARDS IN EFFECT. F CAL REINHARD STENZEL RCE N0. 56155 �y . _ DATE ��'! 5227
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE RCS CITY ENGINE ' R.C.E. 51152 2