HomeMy WebLinkAbout1029A-3PRIVATE ENGINEERS NOTE
THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE
ACCURACY AND ACCEPTABILITY OF THE WORK HERON . IN THE EVENT OF DISCREPANCIES
ARISING DURING CONSTRUCTION . THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR
DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE
CITY.
PRIVATE ENGINEER'S NOTE TO CONTRACTORS:
CALL UNDER GROUND
SERVICE ALERT
48 HOURS BEFORE YOU DIG
1-800-422-4133
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES. CONDUITS. OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A
SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE. THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON
THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE-
DRAWINGS.
HESE
DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES. CONDUITS, OR
STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS.
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY
AND NOT BE LIMITED TO NORMAL WORKING HOURS= AND THAT THE CONTRACTOR SHALL DEFEND. INDEMNIFY. AND HOLD THE CITY. THE
OWNERS. AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY. REAL OR ALLEGED. IN CONNECTION WITH THE PERFORMANCE OF WORK
ON THIS PROJECT. EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
0` bora
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NO
N
Round evo ws to r 7dus
of oAorvx. ID. of
laferv/. Mos.36"
i ♦ --- 'r
`�►' o N
1—f-
I_ I I _I V I I I �I I I I. V7
M N'
PLAN
O bony ,—'90J bars
o n9/ U a rJ 1 a/l a 3 JD ace
lB or, /est on center.
'-•r�r.-•,r.- .rte, •.
�
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I
t
I
I
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1 I
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,
I '
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I
Itructurt.
® /VOTES ,Con -0
4 - 18 10 C. both ozw to be ---
used when D1 rs 60" or morn.
LONGITUDINAL SECTION
TABLE
for d�merurma on
bar strew
d -UNCTION STRUCTURE DETAIL
BENCH MARK NO. 2 Ski
R.R. SPIKE PP NO. 71833 0
N.E. CORNER OF POPLAR AND
SANTA ANA AVE.
ELEV.= 1019'.83
US ed whtn B tJ 60 iv rrxvr
o'
o n9/ U a rJ 1 a/l a 3 JD ace
lB or, /est on center.
SECTION NL -N" -N"' p6
NOTES
K3 bora
Itructurt.
® /VOTES ,Con -0
!fie .horizon,'o1 ongle OF convergence or
7
I lD ba/J �A bora
When E/evotron Q o -o E/evo-,ien s
o(i've-ee^ce T1, ah0l/ not exceed S' QS'
F bars _
. .:_;'•. .•'�... .::.:.••
e 7
-
l-0/UeJ +�Or .4, [�, C. D, and O7 or•G 1hOWn
'` .•�:
I
Joint N�/h o /onyx/uoGnrr/ key»vy.
line other than ro a:ol/y . E1e,•o7,•en S B
an �t+e [^oject d-owina5. Elevo�en R and
Snol.' be 1hosvn on protect drawings ,
i•7c^eased o/ the oplron of the Coontrorfor
ono inlell pr,oe short be lord on O
to meet Pea ends, ua'n9 D bor- rn
'levo -.c- S ore 5 -own w.'en reYU!red by NOfe
• •. -
p'�'-
any change in the location of SPUR
J
,
lac Jho// rvuol JOM psi of 2.9 days .
• �'
EMBEDMENT P aha// be of sactfred
I
rt.� bora F�
m
on the Pr-oj'ect drawings.
0 10.
Wher dimension C is not specifeid the Spur
3/4" "0" G?ALV(tJ IZED
shall not be constructed and A a B bars
/B -o. c. "� I
shall be omitted.
4.
FLOOR of Jfrvcfurr Jho// be sleol-
:•
r• �� Around Pipe'
b.
CM O
3 L
C
troweled to 4n•-ingmg line.
8 'bars
O .Q
t
5.
REINFORCING STEEL aholl be oor- Std.
tl a
DW 9 2- D t7/ with u mrnrrnum of !
.r• ..
,' • e .
•'ice .v
.: ' .: • '.. �. ; —
—1.
clear from lace of conerete unless
•
,[1 (�, • = :::..' . ,,,
4 1610C both woyu,
to be
01herwra� shown.
L ! .4.*- / bo h b N d
TABLE
for d�merurma on
bar strew
d -UNCTION STRUCTURE DETAIL
BENCH MARK NO. 2 Ski
R.R. SPIKE PP NO. 71833 0
N.E. CORNER OF POPLAR AND
SANTA ANA AVE.
ELEV.= 1019'.83
US ed whtn B tJ 60 iv rrxvr
o'
o n9/ U a rJ 1 a/l a 3 JD ace
lB or, /est on center.
SECTION NL -N" -N"' p6
ELEVA rloiv 5 0,00lIes at i�,ide 3va// of
PROJECTED ON M -M -N"'
Itructurt.
® /VOTES ,Con -0
7
TRANJ/nom s7pUc7Z/QE shall be poured
When E/evotron Q o -o E/evo-,ien s
,n one .a-7tInuoua a�Der-ahan, except that
are not shown on o-o'ecf drowings,
the Contrtxta-ahol/ have the option of
inlet pr;oe 3ho1/ enter moi. /ine
Placing of /he springing line a cooilruchon
rodeo//y. When in/e�' pipe c�je�J main
Joint N�/h o /onyx/uoGnrr/ key»vy.
line other than ro a:ol/y . E1e,•o7,•en S B
The length of fife srrticture r»oy be
Snol.' be 1hosvn on protect drawings ,
i•7c^eased o/ the oplron of the Coontrorfor
ono inlell pr,oe short be lord on O
to meet Pea ends, ua'n9 D bor- rn
a�roi9hf grede -0 -+ ElevotiOn S
exlendrd pot -tion of •tome diameter and
.spaerng as .speclfied in fife row , but
-to catch Cess^ c- grode brealr %n •nle4
any change in the location of SPUR
line. ElevcrIon R 1ho/1 be shown on
mutt be vRor•ovea` by the £nyineer-.
project drowrn9• oa/r when s `ub
S.
EMBEDMENT P aha// be of sactfred
is to be Drovrded in main /rne 1co-
in the route unless other-w,se shown
,ruiL,re construction of inlet pipe.
on the Pr-oj'ect drawings.
0 10.
Wher dimension C is not specifeid the Spur
3/4" "0" G?ALV(tJ IZED
shall not be constructed and A a B bars
N 2"
Clear.
shall be omitted.
�v 122W., I DA
DESCRIPTION
co
GRATE
ICY
- - •,
- �' ANLaLE FeAME
21/2" x I '/2.. x 114 If
IS
Frame A Grate
Alhambra Foundry
4A-0422 W l7H
AN&LE FIZAME� Co
EACH
a
PLAN
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Re andA, CA X74
CITY OF FONTANAP CALIFORNIA
PUBLIC WORK'S DEPARTMENT
DRAWN BY JURUPA INDUSTRIAL PARK SCALE
D. HQZL� ELM AV%1.1U� 45 9HOvA
DESIGNED BY DEET I MPI�MEI�LTS DATE
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Inside Dimension
�� Varies
6 ( Plan or Contract
„
6
Dimension
I '
-
L
Q,
.0
~
o .a IRON STEP
."•
3/4" "0" G?ALV(tJ IZED
C
N 2"
Clear.
Add 4 Bars Oiaponally
;`', (20N STEP
? W
� ;, .' .
r• �� Around Pipe'
b.
CM O
3 L
C
O .Q
t
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tl a
m
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•
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E
s
d Cr.
2" Clear,
T -
.
SECTION A -
Flow Line
A
(Eleyotion As Shown On Plan)
CATCH BASIN
DETAIL
2l
N. T. r7.
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CIVIL ENGINEERS - LAND SURVEYORS - LAND PLANNERS
C714�-99= 8080
25854 Businoss Center Drive. Suit 'F'
Re andA, CA X74
CITY OF FONTANAP CALIFORNIA
PUBLIC WORK'S DEPARTMENT
DRAWN BY JURUPA INDUSTRIAL PARK SCALE
D. HQZL� ELM AV%1.1U� 45 9HOvA
DESIGNED BY DEET I MPI�MEI�LTS DATE
G. HA{ZTZEI 12 - 4 -SID
CHECKED BY APPR� VED � _--_DR02q 13A
T. Il�ITCQ If�A n •ur�e o n 1111
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