HomeMy WebLinkAbout2829-1OF o
5"1a MODEL A-1024
CAST IRON FRAME
AND COVER
OR
MODEL C -2"S
5"� CAST IRON FRAME
AMC ORATE
3" RISE
OPTIONAL
24" ACCESS 6" RISE GRADE RINGS/
OPENING RISERS MODEL.
12" RISE 2432
GM
CARE DR I L L 4' " t 4'
4 -$' 0 HOLES !
CONC. MAN
N.T.S.
®M
OP TION AL
KNOCKOUT
I" t Cement grout
copying of end of pipe
I'
---- PIPE
a0y ,
Brick lad kl W"wl"
and mortared
k»ide edge of R.C.P, on
or end of pipe (It broke
.4jvs7_ / 4AAIAVt- &5
' M N
l Cement grout Copping
• t i .. r•
IF
Brick B mortar clown
ELEVATION
PIPE CLOSURE -TYPE "B"
- - (Brick and Mortar) -
/c.L.
2�a/�fve.�E
4/o c�vv�url- 1 I
Ll
0'
co/c/sT _1-1C- 101-1 1/075
/O ALL f1� 44--r CONC. klAiYfl�'� 1�` -
covs�rCJc
' avc-/,4-c..s�rc.c.vv.4r ,4iw�e.E cwTr.�T
17b
,$A WGUj /e/avE c� ,4 c. /`-?4 ✓�M�tv�'
l tlsT.4 G� 6-'X 4 "C' gvP,4 v/rl"' JA/fes a s "0.00-6"
c,4_ WlCr47_-
u1�X�
co.v�ca�j�ff7
cavc1,4.0.
sLo�.
co/tic. M.�Wf%o,C.�
N•7a
r
i4,1Y ''e ^f 1
f.: 151
1
4, 14
" i 1 O
S
1
- r � to v
els ��{'+ ,.
9913$33 }'
�'i
r
+
l,
,
1 1 i
+
^I A01 1
� r t
411
t +
W
_ rt
}
r-AGRANITE PEAK A
:x VE E
1 g 1 _
3 18
r
u
+
,
i'.; r f .,','; _1• , i t� if f i F
x
e
I
1
i
7
1
G'
_
:
4 ^t—�.f
i
r.r f f r _ x
s F
,
-
�,
i
o-=
i
A # _ __. _n"Hi-liff"RiL
_
p 1
5-3
Com' A r v 0/-I N (P f - - •+ '� �'/
/ _. n . r\ r
L
_
an J 40
2 3z. /
3 f 9 01: � •
z783,-IF/73 ol-
_sr. sem. �s�fs8.s¢
1
i
?I/M.9.
s
.2�/Ci�'►O
U17- 60MvJ5e
�� 7a/' i9eD71eccTioN
I 4
Lie!!_(, �►^ .��
!'1 �i��3,a! O O C C��s►6c77o�5
`1t C
I � O -I qy- z�r D�10- C se
C C E
�cvc�gc 7v I
G se c�
utilecG6 Z31&TA141
RECORD DRAWL
THESE ftwm mAW#M NAVE BEEN PREPARED. IN
PAPT, ON THE BASIS OF INFORMATION
COMPILED AND G
FURNISHED BY OTHM. -, W ENGINEER WILL NOT BE � ti
RESPONSIBLE FOR ANY ERRORS OR ONS804 VMIC`a,'
`AVL BEEN INCOMOft4M INTO THE DOCUMENTS AS _ � � �'�-�
�! T THEREOF.
Al
o rna,X 8
r f,
I� LID IGO
y
c7�co� T� i�i�(/•c/ -
475
77./',41Vf/oZ-F-104,e
OF I-vN1q%1v'4
/-6 e7,83,1%fF34.7
.465
1w'1'j 1`1
El
oE~9aIII'oM CITY DAIE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
DIAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
BEFORE TWO
ORE THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
YOU DIG YOU DIG
TOLL FREE 1-800-2 J DIG 0 BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
A PLIC SERVICE BY UNKKMAID SERVICE ALERT STANDARDS IN EFFECT.
PLAN VIEW
I,-'.S//qA CrelA c/
ZIAII< W1
DETAILED PROFILE
Sc =
BENCH MARK #8-17 CALTRANS 1' BASIS OF BEARINGS:
SCALE 1N FEET
0 ' I
I
BRASS CAP IN CONCRETE S.C.E.
TOWER LEG, 343' N/0 HIGHLAND
THE BASIS OF. BEARINGS FOR THIS NAP
IS THE SOUTH LINE OF THE NORTHEAST
5'
2�S'
25A.
AVE.,0.21 MI. W/O SAN
AVE., 0. RD., W/ S W ALONG
SEVAMERIDIAN,
QUARTER OF SECTION 26, TOWNSHIP I
NORTH, RANGE 6 WEST SAN BERNARDINO
SHOWN AS N 89.37'36'W ON
HIGHLAND AVE., FROM SIERRA AVE.
ELEVATIO_ 1428.6090 '
N
�I
I
475
77./',41Vf/oZ-F-104,e
OF I-vN1q%1v'4
/-6 e7,83,1%fF34.7
.465
1w'1'j 1`1
El
oE~9aIII'oM CITY DAIE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
DIAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
BEFORE TWO
ORE THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
YOU DIG YOU DIG
TOLL FREE 1-800-2 J DIG 0 BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
A PLIC SERVICE BY UNKKMAID SERVICE ALERT STANDARDS IN EFFECT.
PLAN VIEW
I,-'.S//qA CrelA c/
ZIAII< W1
DETAILED PROFILE
Sc =
BENCH MARK #8-17 CALTRANS 1' BASIS OF BEARINGS:
SCALE 1N FEET
0 ' I
I
BRASS CAP IN CONCRETE S.C.E.
TOWER LEG, 343' N/0 HIGHLAND
THE BASIS OF. BEARINGS FOR THIS NAP
IS THE SOUTH LINE OF THE NORTHEAST
5'
AVE.,0.21 MI. W/O SAN
AVE., 0. RD., W/ S W ALONG
SEVAMERIDIAN,
QUARTER OF SECTION 26, TOWNSHIP I
NORTH, RANGE 6 WEST SAN BERNARDINO
SHOWN AS N 89.37'36'W ON
475
77./',41Vf/oZ-F-104,e
OF I-vN1q%1v'4
/-6 e7,83,1%fF34.7
.465
1w'1'j 1`1
El
oE~9aIII'oM CITY DAIE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
DIAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
BEFORE TWO
ORE THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
YOU DIG YOU DIG
TOLL FREE 1-800-2 J DIG 0 BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
A PLIC SERVICE BY UNKKMAID SERVICE ALERT STANDARDS IN EFFECT.
PLAN VIEW
I,-'.S//qA CrelA c/
ZIAII< W1
DETAILED PROFILE
Sc =
BENCH MARK #8-17 CALTRANS 1' BASIS OF BEARINGS:
SCALE 1N FEET
0 ' I
I
BRASS CAP IN CONCRETE S.C.E.
TOWER LEG, 343' N/0 HIGHLAND
THE BASIS OF. BEARINGS FOR THIS NAP
IS THE SOUTH LINE OF THE NORTHEAST
-
AVE.,0.21 MI. W/O SAN
AVE., 0. RD., W/ S W ALONG
SEVAMERIDIAN,
QUARTER OF SECTION 26, TOWNSHIP I
NORTH, RANGE 6 WEST SAN BERNARDINO
SHOWN AS N 89.37'36'W ON
HIGHLAND AVE., FROM SIERRA AVE.
ELEVATIO_ 1428.6090 '
N
A NAP FILED IN BOOK 88 PAGES 26
THROUGH 42, INCLUSIVE, of SURVEY
SUMMIT HEIGHTS SPECIFIC PLAN
R£CDitlS OF SAN BERNARDINO COUNTY.
'
Prepared UrWw me Spwv w Of :
CITY OF FONTANA, CALIFORNIA
T�aV
PREPARED IN THE OFFICE of
MADOLE AND ASSOCIATES, INC.
TRACT N0, 15839
MIL
OF THE INLAND EMPIRE
CHURCH STREET, S
ORAS
SCALE
No. 14814 r10601
R.Y.
TEMPORARY PUMP/
NOTED
CAMONGA, 91107 730
RANCExp:
DAs'
3-31-01
PHONE (909) 948-1311
WETWELL PLAN
C 1V1\'
4Fca
Date : 5 I Z ad
M.A.
MAY. 2000
CHECKED W. APP'110" W,"_..-
m
OMS ML -
0.: 1
M.B.
Alt��"� 964-
°p
2829
1
14814 X .3-31-01
CITY ENGINM
�
R.C.E. 25125 DATE
n.n -