HomeMy WebLinkAbout1552-2a
H►�'a' ci � � �. r
RCE 41-49(
ATC. /irk..
i
T „� j °�,Z.0
s� CT /,220
nor i
TRACT /32/9
PR 12- PEWEkt-
33 �
• 931
�n
1
�4oF ct���
Construction con'tra.ctor agrees that in accordance with generally accepted construction
practices, construction contractor will be•required to assume sole and complete responsibility for -
job site conditions during the course of construction of the project, including safety of all persons UNAUTHORIZED CHANGES & USES: The e n gi Hee r preparing
p p y, q apply y ColiforNo Council
and ro ert that this requirement shall be made to a 1 continuous) an not be limited to these plans will not be responsible for, car liable for; unauthorized
r normal workinghours and construction contractor further agrees to defend indemnif and -hold of En in¢¢rf -
g y 9 changes to or uses of these plans. All changes to the plans must be
design professional harmless from any and all liability, real or alleged,�in correction with the blond Surv¢ orf ; � in writing and must be approved by the preparer of these plans.
performance of work on this project, excepting liability arising from the sole negligence of design
: p p j P g Y g
professional. -it------z. _ , . _..< ... .., . , ... .., .... ... _.-.,,....._..., ►... a_:., _. _ - _.... _.._4 •. _... __..
s_._ ... ._�_ __.._e_-...... _�. �._ _ ..-. .. ... _-. . . .__..... .. _. _,....._r_.__s.. .. _.._....._.--.-...—._., .w.-.. .•.,... ...-.e l .... r. ._-!-,..- 1. s -,..r.. rV-r .�. r,_ a -A
BENCH MARK:
BENCH M,�RK NO. 364 ELEV . 1301 .63
U . S . C . G t S . STATION "PARCEL” 1963
108 + AST OF RAILROAD ON BASELINE
f
�S !
J:
� ROAD. SLT 9-67.
;
x
NO.
7
5
J 4
I
2
• 1
COM?2E55/0CL/ .J01"7 -S .
�-500.
27.50'
v
M m�
�Zl�
REVISIONS ENGRilI DATE SCI mtI DATE
WARN/yj /
6"X16r 17415 5PK:0//VT
`/BER OPT/C5 L 1,A/6
PI -14. D NFr-680-407)
C/-leeli- h//TH ATE'
BEFDlPE CO/` elilC/N4
,WAVY Walef- /N TH/s
14(5A,
C45/NG SIZE 4
7NICKM��S �2
PLANS .
STEEL CASING PER A.S.? M.
A-245 COMMERCIAL GRADE.
JOINTS SHALL BE BUTT -
WELDED FULL CIRCUMFERENCE.
WALL THICKNESS: 3/81' MIN.
T I1
C 7
// AIA,)( S/ZC- Ste,
/VAT1 V, C— BC—oai/
COM,cgC7,C-0 TO
4 'M//:/
TYPICAL ,B&OZNA/G - 8"VC1:1
L &SS rXIA/V /O Q&�
A/. 7S.
1,0"Vu.
S�GECT�t� AVMTi
50/L /"M IX S/Z& '•,
COMPACTE-O TO
Q e w
//4 TD 3/4
lPOClC ,BSD//VG
"M/A1.
T YR S &DDIAAG AO�P 8 VCP /O "OR DZ--&P&R
Al TS.
CONSTRUCTION NOTES
32 CONSTRUCT REINFORCED CONCRETE SEWER MANHOLE PER
FONTANA STD.DETAIL 112, a 109
'
3 CONSTRUCT 12 EXTRA STRENGTH VCP SEWER.
34 CONSTRUCT STEEL PIPE ENCASEMENT, 24" DIAMETER
PIPE, 3/8" WALL THICKNESS.
ANNULAR SPACE AT ENDS OF CASING
BETWEEN SEWER PIPE AND CASING SHALL
FILLED -WITH BRICK AND MORTAR.
SECTIONAL ELEVATION
THROUGH. BARREL
OF SEWER MAINS
NO SCALE 400
q�0
0000- '.00
5GP
CITY OF FONTANA e CALIFORNIA
WEST PUBLIC WORKS DEPARTMENT
C V A S T DRAWN BY SSE E R L A N S SCALE:
DESIGNDESIG�lED BY ��""HOR I Z.: /" 40'
ivil Engineerin - Land 8uryLINE "w q VERT. : /=45752 � v
untington 8 ooh BCA a Ave., Suits 7141 893-5044 CHECKED BY DATE:
L N P UNDER THE SUPERVISION OF: Z? STA . 14+74.67 TO STA, 20+26.73 I 2/23/88
P i�Ylff� 2 2
/ 3� � JOB N 0 . -��� ���-��--� DWG . N 0 . S H T . N 0 .
JOSEPH SHAW R.C.E. NO. 18784 APPROVED 2 0% 8
EXP. DATE' 6-30-89 CAD -2206 CIRL.ENG INEER R.C.E.404 L-
SEWER PLAN PHASE 4 LINE "A" - 4[20,22]PF: 13020 689 10—Mar-87 08:37 / 130.20-1
A
`�•.
ANNULAR SPACE SHALL BE 3" MIN.
'.//
AT JOINT
SEWEEK' MAIN (IV/j-H iNC=CNAV1CAL
7
COM?2E55/0CL/ .J01"7 -S .
FLAT STEEL STRAPS @ 6. O.C.
Oso i6e
CUT NOTCH ON RUNNERS TO
_
MA)KE STRAP, TOUCH BOTTOM
OF SEW --.e MAIN, TYR
2 REDWOOD RUNNERS
CONTINUOUS ALONG PIPE
EXCEPT AT JOINTS. SIZE
TO BE CHOSEN TO PRO-
DUCE AN EVEN ANNULAR
SPACE BETWEEN S&We-Q
MAIN AND CASING.
SECTIONAL ELEVATION
THROUGH. BARREL
OF SEWER MAINS
NO SCALE 400
q�0
0000- '.00
5GP
CITY OF FONTANA e CALIFORNIA
WEST PUBLIC WORKS DEPARTMENT
C V A S T DRAWN BY SSE E R L A N S SCALE:
DESIGNDESIG�lED BY ��""HOR I Z.: /" 40'
ivil Engineerin - Land 8uryLINE "w q VERT. : /=45752 � v
untington 8 ooh BCA a Ave., Suits 7141 893-5044 CHECKED BY DATE:
L N P UNDER THE SUPERVISION OF: Z? STA . 14+74.67 TO STA, 20+26.73 I 2/23/88
P i�Ylff� 2 2
/ 3� � JOB N 0 . -��� ���-��--� DWG . N 0 . S H T . N 0 .
JOSEPH SHAW R.C.E. NO. 18784 APPROVED 2 0% 8
EXP. DATE' 6-30-89 CAD -2206 CIRL.ENG INEER R.C.E.404 L-
SEWER PLAN PHASE 4 LINE "A" - 4[20,22]PF: 13020 689 10—Mar-87 08:37 / 130.20-1
A