HomeMy WebLinkAbout4813-22® MATCHLINE STA 4+25.00 - SEE SHEET 21
BASIS OF BEARING BENCHMARK
THE BEARINGS HEREON ARE BASED ELEVATIONS AS SHOWN HEREON ARE IN TERMS OF THE
ON THE CENTERLINE OF VALLEY VERTICAL DATUM OF 1929 BASED LOCALLY UPON THE
BOULEVARD BEING N 89-28-58.00 FOLLOWING CITY OF FONTANA BENCH MARKS:
E, AS SHOWN ON PARCEL MAP NAME NGVD 29 ELEV. (FT.)
12433, P.M.B. 165/35-36 O.R. 586 1140.951
438 1140.418
6+00
7+00
800
..07nDRA r%DA KI 1"%nK1Q'1r011f%r1 K1 All1T11=0
• i1
q
N
I SHORING/
SHEETING
-H
0
-H 8" SS
I
t2'
I
2" MIN TEMPORARY
ASPHALT PAVING
15Z, COMPACTION
MECHANICALLY
COMPACTED
BACKFILL
(90% RELATIVE.,
COMPACTION)'
48" SD
Fbj SCE DUCT
O
JETTED BACKFILL
(SAND EQUIVALENT OF
30) PER GREENBOOK
SECTION 306-1.3.3
BEDDING
PER GREENB00
SECTION
306-1.2.1
t2'
±699
F KV1-ILC Vr LIM 15' -- - ---- -- - - - - - - - -- - - - - - - - - - - --
31 INSTALL 24" RCP STORM DRAIN
33 INSTALL 48" RCP STORM RAIN
35 CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN NO 3012, 3019, co t9'
C E
42 INSTALL 6" DUCTILE IRON CLASS 350 SEWER CONNECT TO TOP OF
AC GRID &OVERLAY �
R/W 8" VCP SEWER 12' t1O'
45 INSTALL 6 STORM DRAIN I.P.
w t3' t7' AC TO BE REMOVED AND REPLACED o
-- AA 46 CONSTRUCT JUNCTION STRUCTURE PER CITY OF FONTANA STD. NO. 4.5 '
_ -CASE 1 _
0 OF T
CONSTRUCT SEWER LATERAL CLEANOUT PER CITY FONTANA STD. N0. W I
LANE LINE LANE -LINE
STRI ING STRIPING EX. AC
R/W EX AC
W 2' Q
m
35 �
±1129.81 _ LNV __ _ __ _ _ _ � rm ,
6 WATER 6 SS LAT �. I
co
4 a3 t
WATER _ a
00 o tL ST STA. 2+03.18 0 ___.° .: ,, , • c�
w n._ _. �w..1126_07-INV-48.7- aS0 _.._ , ...._...... ___ _.... __.. w. _. ............_ _...___
• 1.„ N LIMIT OF o
..1_,128 -OT -INV
-rv_ O NOTE: SECTION BASED ON
z
cfl In , TRENCH N
_ ; ., - , .: , . _, _._�.Y_ ...
8--VCP---SEWER
�+ u u 6 SD- LAT . � rn 4 GAS -� � -...---------•,-•-•�--_, -_� .w_ _�.__ R. __......N___� ...� ._. _ _ .._... � � CITY OF FONTANA STD. c�
Ince �MARYGOLD AVENUE _ o PER DWG #._4 _____� .,`n° '_. _ _..._ . ___ ;. w _ PLAN N0. 1008
WER MANHOLE _ o
ST STA. 2+08.20 o + + + + 7+66.75 MH OTECT I N PL -ACE 0 �_
±1-129'20 INVLj
6 — MARYGOLD AVENUE STORM DRAIN TRENCH
I\ _ _ . Li -
'31
33
_ _.... .__.__. _ m- - ._ .m .....r ._..._ _.
+ _ _ _ n = t� RESURFACING SECTION SD STA 5+00.00 — 7+88.00
0
__ � 00 _ . _ . __ _ . _ _ 7 OQ -.___ _ _ :. _. �_ ��.---_ _ . 500 _,•.:; ., _ _, o
- - -I - - -�-- € - - - - - - - -�- - - _ - - W SCA 1" 4'
LE
0 0
_ z in
. _ ,v.n _ _, ___._.._ .__. _ _,.._. __ _ .__. _.._ .__..__m ____. __.. __ ____ . __.. _._..___
_.... _. __.__. __ _ __._..._ ___.._--.__._._.__._-.__...____.-_M,_. n v __ ._._._._ ...._ _._
>.. 1130.4 TOP 48 SD o ,a o , . _.,_ _ _.� __
1131.60 INV i L-32.5 2KV-. - - N /
0
In ao 33 1 1 00 - 7+53.25 MH 42 ELECTR I CAL CD
w
0 6 'S LAT . LINE B '� N 35 31 RECONSTRUC - �� ,
o � _
Ln
EXIST. LATER _
AT
o ;.. W I_TH DU a. _ w o
42
1 6
a J
PIPE_u.._
e
N
f—
/ z
52m_il _ _,_....___.____ _ _.____ _,- ____...... ____._�_____.__._ .._ ..-_. .__, _ PROPOSED �
�,. PROTECT EX_ TREE IN, PLACE — 6.' FW RI JOIN EXIST.I i j R/W _
€'
4 0W LATERAL n o
— 53 20 0 20 40 60
a ;
SCALE: 1"=20'
t o'
1132 10 INV
POC NEW SANDFILTER
PER SEPARATE PLANS
WATER
SEPARATE PLAANSER PLAN OF LINE 'B'
1132.00 INV
POC NEW SANDFILTER
PER SEPARATE PLANS
LINE/CURVE DATA TABLE
®
BEARING/DELTA RADIUS LENGTH TANGENT
1
N00029 '07"W -- 10.48' --
2
89°53'15" 45.00' 70.60' 44.91'
3
N89024'08"E -- 368.92' --
U)
ENGINEER: OWNER: o
PLANNING ■ DESIGN ■ CONSTRUCTION U
J
>
Kaiser Permanente j
h® ' o
® ® ® 14725 ALT ON PARKWAY National Facilities Services z
IRVINE, CALIFORNIA 92618-2027 Post Office Box 12916 Q
CONSULTING 949.472.3505 FAX 949.472.8373 ■ www.RBF.com ® Oakland, California 94604
0
0
Q Q SHOULD CONSTRUCTION OF THE REQUIRED Q�pVlss/0,y9 Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA M
4
ELLIPTICAL PIPE ' IMPROVEMENTS NOT COMMENCE WITHIN TWO �� s C. c �F STORM DRAIN IMPROVEMENT PLAN
5/29/11 TCC
� q �
C= REMOVED ELLIPTICAL PIPE 7/30/10 TCC 40110 YEARS OF THE DATE OF APPROVAL SHOWN HEREON ���� y DRAWN BY: MARYGOLD AVENUE SCALE: o
DIAL TWO VGRKING MODIFIED PLAN AND PROFILE 6/14/10 TCC AND CARRIED FORTH IN A DILIGENT MANNER, THE `�' 40 JM , , AS SHOWN
BEFORE DAYS BEFORE I" DESIGNED BY: LINE SD STA �4+50.00-9+00.00 DATE: Q
CITY ENGINEER MAY REQUIRE REVISIONS TO THE Exp 3-31-2013
YOU DIG YOU DIG ADDED 2 MHS AND ELLIPTICAL PIPE 6/14/10 TCC `� XP �- PRQFILE 10/12/09 ~
TOLL FREE 1-800-227-2600 1 ADDITION OF SD AND SS LATERAL 3/24/10 TCC . t� PLANS TO BRING THEM INTO CONFORMANCE WITH slgT CIV1L Date : `f -' -11 CHECKED BY: APP VE DRAWING NO.: 2
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIP11ON DATE ENGR. CITY DATE STANDARDS IN EFFECT. OF A�� THOMAS C. CAR Y R.C.E. 44565 ak \ ` DATE: • ��► �' 4813 2 =
DK CIN ENGINEER R.C.E. 51152