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SPECIAL NOTE'
Contractor to pothole lateral crossing locations of the existing
1611/1011/411 gas lines prior to construction to verify depth 'of
said gas lines so as to insure that lateral crossings can be
accomplished.
FoR r?Evi510N ONLY
ilj "I SsIn
MEL9 VIN W.
TV
CHER III
No.39964
/-- - S/.69
CIVIL
OF PA
I A ( I(_;rl 00
195;IT4 I z 5+ 0 0
INSTALL MaNWOLF-
FC-9 -5T D. Mck 1/Z
15—
no
wifla
19 1
EAM-
ON
M U L JF>G if- F- Y AVENUE:
SCALE
i„ * 40'
DATE
Y REVISION
m11'r Aoo (-A7EgAt-5 122 '-15 I23 +570
now—
ONES
NowmEn-me
= MEMME =
i�
*17A- 12M 4 229-40
r(OV41a* f7o'Lle, -a &74 S:07 I -
157A lzcl+chO
INIS,TALL MAN140LE
PEZ 1.57D NO. //Z S
EXIOTIAJ6 1&" 4
WATER LINE
Z 7' W. 0 F Ck
ONE
IS Iw
EN
IDTA 13 Z + 17.80
'FQW6V- 1;70LE
NO. 074300 6
41
O
'59& L.F 181' VGp
4J
NO 1 SO l?)" 1 �4
STA 133.1-00
iN4-*7T6LL MANHOLE
FEX STP NO. //2.
CK.13 krueper engineerin'q
157-A
CITY OF
FONTA NA
POW67BOLE
-
Ai NO. NL)M5ff$Z
n
O
O
r
t23 +50 L= 56 12-4+4vo L,-af-4o'
0
civil engineering land surveying
568 north mountain view, suite 230
4,5 miles west along S.P.R.R. from Sierra
0
Avenue Overcrossing & ' 0.5 miles east-.,- of
PUBLIC WORKS
DEPARTMENT
DESIGN BY
SEWE1z PLA
M UL Oe $24Z Y
-G--TbT I LO M I Z Z+00
Q7
SCALE
son Bernardino, california 92401
8842 . 159
Etiwanda Overcrossing, Headwall for Bay of 5
large CMP over Etiwanda Wash.
Elevation 993.449 ft.
Equation: Add 0.26 ft. to plan elevation to
obtain benchmark datum.
DRAWN BY
DATE
8 '57
IA�l
147
FRED J. BABBITT Rk'-E.- 27674 DATE
E X P. 3,-31- 90
W
APPROVED BY,
CITY ENGINEER ------ R -C E 18932
INSTALL 3416P L.F /Zoo
YCIP7
Nc2T.& LL 312) re-;, L.F. Z V a Pw
I&I ACE FUEL LINE
1011
Z" WATER
SPECIAL NOTE'
Contractor to pothole lateral crossing locations of the existing
1611/1011/411 gas lines prior to construction to verify depth 'of
said gas lines so as to insure that lateral crossings can be
accomplished.
FoR r?Evi510N ONLY
ilj "I SsIn
MEL9 VIN W.
TV
CHER III
No.39964
/-- - S/.69
CIVIL
OF PA
I A ( I(_;rl 00
195;IT4 I z 5+ 0 0
INSTALL MaNWOLF-
FC-9 -5T D. Mck 1/Z
15—
no
wifla
19 1
EAM-
ON
M U L JF>G if- F- Y AVENUE:
SCALE
i„ * 40'
DATE
Y REVISION
m11'r Aoo (-A7EgAt-5 122 '-15 I23 +570
now—
ONES
NowmEn-me
= MEMME =
i�
*17A- 12M 4 229-40
r(OV41a* f7o'Lle, -a &74 S:07 I -
157A lzcl+chO
INIS,TALL MAN140LE
PEZ 1.57D NO. //Z S
EXIOTIAJ6 1&" 4
WATER LINE
Z 7' W. 0 F Ck
ONE
IS Iw
EN
IDTA 13 Z + 17.80
'FQW6V- 1;70LE
NO. 074300 6
41
O
'59& L.F 181' VGp
4J
NO 1 SO l?)" 1 �4
STA 133.1-00
iN4-*7T6LL MANHOLE
FEX STP NO. //2.
CK.13 krueper engineerin'q
CITY OF
FONTA NA
& associates
K
'S.B.CO. Brass Disk 13-1
civil engineering land surveying
568 north mountain view, suite 230
4,5 miles west along S.P.R.R. from Sierra
0
Avenue Overcrossing & ' 0.5 miles east-.,- of
PUBLIC WORKS
DEPARTMENT
DESIGN BY
SEWE1z PLA
M UL Oe $24Z Y
-G--TbT I LO M I Z Z+00
KI
A VC h -J U E
-1-'5'TAT101U 154+00
SCALE
son Bernardino, california 92401
8842 . 159
Etiwanda Overcrossing, Headwall for Bay of 5
large CMP over Etiwanda Wash.
Elevation 993.449 ft.
Equation: Add 0.26 ft. to plan elevation to
obtain benchmark datum.
DRAWN BY
DATE
8 '57
IA�l
147
FRED J. BABBITT Rk'-E.- 27674 DATE
E X P. 3,-31- 90
CHECKED BY
APPROVED BY,
CITY ENGINEER ------ R -C E 18932
ON; No