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4"
Sol
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C43d 15X R 106!.011
TFRFn
The Staten of CdtkwWo or Ito officara or ogonte
0% = 6. ro a
=
-- -------- I ------ 0 1 'T'4=r L "no= o WtcopI t,
%
*I I Bundled
TOP REINFORCEWENT
4 Start of pitch when
d Is used to
k—i Cc I LM Ir -4 Calf anchor spiral unit Direction
All of weld.
<* 20'-6" PLANDenotes B 04, e5, & 06
CX undled Bore Run off end of a Ile jam, lontr' m �n reinf. onty
f/4' COLUMN GEOMETRJ CS bar as st�own Ile _j
g
I No ScaleNote. Flare weld ia - be mde In. direction shown.
I _V Cc I Lon
Cc I 1 *5 6i9 WELDED LAP SPLICE AMP ANCHOR
B7-10
3. V water ?,-CO" Start of p1toh when
supply line U-7 ...... clip Is used to
anchor 6plralunit Splice clip 25,hawn for
------------------- 4ample only
----------- --- 4 ------- ---------
----------- --------
1'--4, 056 & -6
-0. 11 one 8
0 reinf. arty
:� ............... NEOMANIrAL LAP SPL
1109 1 -------- L4
ICE A90 ANCHOR
%5C 09 757 pen mDirectionin of weld
au I 4" Expanded
Run off end of
01yallyrone, 04, *15, & 116
as o yp bar oz shown.4 -olnf. only
C, or
1. Butt weld to be mode first.
2. Butt- weld to be mode In flat
or hortzontat position.
06 x 121-.0" flare Rolnf -3. Lop bar to
be centered on sp"ce.
iv 4. Flare weld to be mode In direction ention
shown,
S.Lap .bear eqvoielze to eptralbar.
VEE GROOVE WELDED SPLICE
06 0609 q 8649 CJ'1 spacing &
_Stlr�upr-poolno zm�'omericlloe; spiral
"me
shown Notest plans
NOTES 4 Splrql moy be dIscontIntma Individual hoops, made conflnuous wIth
Lop splices not allowed B at bent cap and foottn to I0OX penetration welda, may be substituted
In In colum retnf. 6 allow fc footing for spirals.
Left Bridge shown reInforcwrI6nt. BurT WELOED CONTINUOUS HOOP
Right Bridge similorFor Sections A -AC. 'Section 8 -al
and Section C-' see "SENT
1� DETAILS NO. 2" shoot. BAR SP I RAL SPL I CE & SP I RAL
3", Barrier not shown ANCHOR AND HOOP DETAIL
N"M
19
sm
46.
4
X
44,9
BENCH MARK: REV. REVISION DESCRIPTION DATE I ENGR, I CITY I DATE
DESCRIBED BY METROPOLITAN WATER DISTRICT SO. D
ZI P-F,&0P_v
CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE
INTERSECTION OF SUMMIT AVE. AND CHERRY AVE, AT THE
aa 6, rag, LT.
Io
A? 6 + 4 & � 'kUP Rre 31
IFLOV.. II447.11,
AA_f2A_-7_t
SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101
AM"*
--t, 6,
Ike
410 e.&13Ra 31
mm
BENCH MARK: REV. REVISION DESCRIPTION DATE I ENGR, I CITY I DATE
DESCRIBED BY METROPOLITAN WATER DISTRICT SO. D
ZI P-F,&0P_v
CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE
INTERSECTION OF SUMMIT AVE. AND CHERRY AVE, AT THE
SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101
1VVVVV%&AAAtVVVVVvVV~
FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37
DIAL
mm
FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH
TWO WORKING
BEFORE DAYS BEFORE
ON THE NORTHWEST CORNER OF A 10 FOOT WIDE
YOU DIG YOU DIG
CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD
MVVDSC 3 INCH BRASS DISK STAMPED 1133A 1992".
TOLL FREE 1-800-227-2600
NAVD 88 - 1508.56 (FEET)
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
q .... ....... ....
gi . ......
SKE TOTAL
T coum WE T0'Tg,.'=T K Ts
Ew 15" R7, 0�1,�, M, f184
226645.06 C CHERRY N 1.074,90.660
E 6,TE6,473.525
BENCH -MARK
491-15.Il POT RTE 15 (EX15T.) a N 1,874,669°152 BM"15-4-86 EL 1452.7 F., rA_1
OT IIT5�
'IS. " P�
"I�AVE7
24-04.65 POT CCHrRRY A (EX IST. E 47"t
• FOUND PHOTOGRAMUETRY VERTICAL
831 RT. 494150. POT RTF 15 _(EXIST.) E 6, 716, 486.286 FIT 15 FWY, APPROX. 89.93- RT 468-63.65
86603.54 ROT 44L -N' N I.ST4.619.935 Weo—, =10-P
C�
00 POT t 6,T16®572,356
U F
@ I �05'RT.' �491-50. �.POT C �RTEJS 6'
89603.60 8C LOL W -N CONN. N I.ST4.398.717
W. 450
E cqrhp
BnCJ
90-78.96 PCC LOL VC0 CONN. N I,ST4,266.046 A 'K(i--RAAjp
E 6,716,254.497
145t.0 AC �440.2
1441 r, 1455.0
53-63. 56 POT LOL $-51K CONN. N 1.04.662.855 P/A/ 10 z 1440.23
1450
RT 15 E 6.716,316"227 '"' '9',?4;W 6
@iol 7, " �1� �T .1 �POT
%450
LOL S -E CONN COVER
460
Ss
47139'24 12, CUP 4
55 54
AC AC shtdr
1 7.
—CP 34�6 0/
.75
CURVE DATA 1415
TO ONTARIO
k i437.a6® LOL W -N CONN. EP PN
CONC EXIST. -0 54�0701_ 4 1436.256 /
R - 3000'49+1 ilt fN
A- 3* 2 e Widened
1750' .357, 8'i AC shjdr_
.4 DlRT
T 87. T03, DIRT
ROUTE 15
5-81-366 4
+f
T N 44-47'39- E- 9 v Co 493 Ballho elev lhz,,s
In
EP
Jnr cleI47ils aol;hayo, see term' lallomkoshedr.
EXIST.' Br 54-'0970R �Z 8't AC shldr
30. 9 To. Be Widened CONIC 1 1930 BreTo 8AR5rOff
J 90 PN 64,, nt 3 Z-ayolll- Lell4r&Ve
cc 1429. as
C EP i�ekilr
C
LOL E -h CONN, I I
t4 ;,eI7d
I O'i AC ahlor (v
N -43'38'54.' E a14295
1451.51
52. 1
F — 450—
I S
LOL -N Co" 7,
-&— I t 1459.01
R-3 0" 1440 0 0. 10"A/ +
PCC . 1430 H 1428. 6v 4 A', 14 / eo?. 114S d5 458� 94 NOTL-S
--------------- 14Z8-- 1445. 5 X UNGERGROUND UTILITIES
•
ARE SHOWN APPROXIMATE'
AC A27 2a m
DENOTES SPOT ELEVATIONS
EP ELEVATIONS UNDER BRIOGE
144 Non,,
EP M-6DNTRACTOR SMU. VERIFY AM
mlmmiwr rim Dnmisiogs
1tP:nrx OM ZR= on FABRICATING
• 9ff
PREL,IMI 71 INVESTIGATION SECTION IM17 Zee to T Gastarar STATE
M4 MIPOMMUff A$_W; wx SA A01 •",4 eS DIVISION OF STRUCTURES 54-o976LIA CHEnny AVENUE UNDERCFIOSSING (WIDEN)
CAS STRUCTURES DES,1 GN 3 mg, Din
SCALE
r_301 FOUNDATION PLAN
ALIGP,WKT TO WAVI;WAR W019 CWaI 8,83RCW
`D.Ad RWim *ARTKNT OF NS
03 OSD M5 (4159) FC A% MMAW QJMWS
0 1 EA 2043Y
ad,ldf AlircmmrGenie,*l djounleso oeherwole
Alumbapa of
Prom IF 00(unv) /be /47P reinI4 "A 4P f $Ron
Por bot1cm rq(f7f0rq0f?3c?n4 -MOMOPOd PeOn7'11ngs
porZ/le/ to -,7/6
6"', leca hors e h 0 Wn //I u, f P column, C.- 0 spon
a each OZ�
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