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GENERAL NOTES :
�Q
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND Q
CITY OF FONTANA PUBLIC WORKS DEPARTMENT STANDARD SPECIFI-
CATIONS DATED 1975.
2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE FONTANA -
PUBLIC WORKS DEPARTMENT PRIOR TO THE START OF ANY WORK, coo FXIS7: B _ -_ -
- „ V.C. SE'yVE"R
_PAL ME TTO
3. BEDDING SHALL BE CLASS "D" AND TRENCH WIDTH MEASURED ACROSS. S (^ S .4'
TOP OF PIPE SHALL NOT EXCEED OUTSIDE DIAMETER OF PIPE PLUS - - - -
18 INCHES, EXIs r; 17" PV4 TER
W W W
4. ALL 4 HOUSE SEWER LATERALS SHALL BE INSTALLED ON A 2% -
E MINIMUM GRADE, UNLESS OTHERWISE APPROVED BY THE CITY EN-
GINEER. 8
5, TERMINATE ALL 4" HOUSE SEWER LATERALS AT THE PROPERTY LINE
WITH A PLUG. /01
6. SEWER CONTRACTOR SHALL CHISEL "X" IN THE CURB AT THE LOCA 9
TION OF THE LATERAL, 4 I Q 4
/72 9& ,
7. MANHOLES AND CLEANOUT FRAMES AND COVERS TO BE CONSTRUCTED
BY THE SEWER CONTRACTOR 6" BELOW FINISHED SURFACE GRADE 7/ 71 �f�
AND UPON COMPLETION OF PAVING, THE PAVING CONTRACTOR SHALL _
! RAISE SAME TO FINISHED GRADE, 18r 18
8. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE,
CONTRACTOR TO CONSTRUCT THE,WORK TO THE PLAN GRADES.
9, AS -BUILT PLAN SHALL BE PROVIDED BY THE CONTRACTOR TO THE 17289 3 5 ?2jg9'
/0
ESTIMATE .OT QUANTITIES .
4
/ 4
(C �,��/7�i��--------4�/7 8 � n 1-� 83. 00
1 • 8" V•. V .•P .� SEWER �-IR r r .r r .n - .r - .. - r - r - .r - - w ...� .� - r -f \ V L.F. '/
.-{�-�y- L D� /I /
2. 4" V.C.P. SEWER -------------------r------------
- --. _www --846 L.F. CONST/� �/CTSTD. CZ Ef 4�ouT
3 • 81' x 4" YY ES---w--+r--------r--------- r - ----- 21 N e
4. SEWER MANHOLES w----rw------- ------------- / M LS •
5. SEWER CLEANOUT -------------------------------- 2E.JA,c 3 4 ` I 7
i�z�8 �o' � � !71' 79
CONSTRUCTION LEGEND:
5� 5►
CONSTRUCT MANHOLE PER: CITY STD.#112
-2 CONSTRUCT CLEANOUT PER CITY STD.#128 5'
-- CONSTRUCT 8" V.C.P. SEWERLINE \
a CONSTRUCT 4" V.C,P,, HOUSE LATERAL 17268 74?(p
;BENCHMARK :
r CITY OF FONTANA BENCH MARK 5937TOP OF FIRE HYDRANT x
7246
Ga-) S,E.CORNER OF PALMETTO A/ENUE AND RAMONA DRIVE.
LLEVATI0N : 1374.88
I
q VENUE
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0 0 ��
Lq
EXIST 8
I I 4
rvc. SE-WE'R
S S
EXIST. 7WATE.,P
20
15, / 7289
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EXIST. 7WATE.,P
20
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759Co
i
/74? 79
19 / 4 83,0
CONSTRUCT STD. AlAN90LE W1FPAA4E
4COVER PER C/T YOFrONTQNA STD.
109 � 112
N0. DATE REVISIONS BY APP'D. BE NCS --I MARK:
PLANS PREPARED BY. PLANS PREPARE UNDER THE
2124184 RC- VISE PIAN PA? 0j 1lX INA. CITY OF t=0NTANA BENCP MARK ALGEPTAND PAY ENGINEERING INC. SUPERVISION 09"
if 5937TOP FIRE HYD.@ S.E,CORNER 428 BROADWAY
PALMETTO AVENUE AND RAMONA CHULA VISTA,CALIP:, 92010
DRIVE, ELEV, 1374.88 PI ZONE 4(619)42 7-7090
t
GARYT. PA,Y, RCE 26545, DATE
8/75 DIETERICH-POST 21128 .003 FILM
• r
OCS la a lAwr
ozo
DEPARTMENT OF'PUBLIC WORKS APPROVES 1-1-22 ,19 83
CITY OF F
CITY ENGINEER,RcFi8932
SEWER PLANS —TRACT 12070
CLAINE DRIVE:, RAMONA DRAWN BY: R.B. DRAWING N0.
11 54
DRIVE: �, KAISER COURT s p E T J'0
RECOMMENDED: '9 SHEETS
J..T. JU
1
r
f
I
7
I
i
3-1
i
/74? 79
19 / 4 83,0
CONSTRUCT STD. AlAN90LE W1FPAA4E
4COVER PER C/T YOFrONTQNA STD.
109 � 112
N0. DATE REVISIONS BY APP'D. BE NCS --I MARK:
PLANS PREPARED BY. PLANS PREPARE UNDER THE
2124184 RC- VISE PIAN PA? 0j 1lX INA. CITY OF t=0NTANA BENCP MARK ALGEPTAND PAY ENGINEERING INC. SUPERVISION 09"
if 5937TOP FIRE HYD.@ S.E,CORNER 428 BROADWAY
PALMETTO AVENUE AND RAMONA CHULA VISTA,CALIP:, 92010
DRIVE, ELEV, 1374.88 PI ZONE 4(619)42 7-7090
t
GARYT. PA,Y, RCE 26545, DATE
8/75 DIETERICH-POST 21128 .003 FILM
• r
OCS la a lAwr
ozo
DEPARTMENT OF'PUBLIC WORKS APPROVES 1-1-22 ,19 83
CITY OF F
CITY ENGINEER,RcFi8932
SEWER PLANS —TRACT 12070
CLAINE DRIVE:, RAMONA DRAWN BY: R.B. DRAWING N0.
11 54
DRIVE: �, KAISER COURT s p E T J'0
RECOMMENDED: '9 SHEETS
J..T. JU