HomeMy WebLinkAbout1484-4A r r _Tm
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G40AJS7"R4U67-/40il1 NO2'0405:
8'' �5X rX A .5 7;e 9Al L -r TH V6-,,0 SS Wt1_,2
Q-60 AJ -5 7-7 4 -XT.eA ST.CENIvTH VG. -v 1A0&11SE /.A7E,ZAL
3 c o 0 A A 5 7 �¢ B" P•e 9 -GA.s'T C,t/G. MAN.HOG e-7.29 Na. /09 e //Z
0_41:01VS77 TERM/NAL CLZ;'5 tv0617_ PER STD.
STREE'l710
w� cur
vj
�. m
Nu. 26229 �rn
Exo.3/.1/94
OF CAO
REVISIONS E/1/Grp'S d.9TE. C/Ty ��T�
i ADDED HOADLY COURT - AS PER SHEET 8 JCL/ -/,5-89 '6/w/v
-? RE'CORD 49Q4W/NG FOR rR. /308/- 2 -17- 0/ 1 j�I A k.13.91
,0V 0 M-
oil
6s 460
NOTES (CASE 1):
1. WHERE CI,FARANCE BETWEEN BOTTOM OF
PRECAST PIPS STORM DRAIN AND TOP OF
SANITARY SEWER IS LESS THAN 6", CASE
1 APPLIES.
2. SANITARY SEWER SHALL BE DUCTILE IRON
PIPE. CLASS 50 (MIN.). EPDXY LINED IN
CONFORMANCE WITH ASTM A 746 AND
POLYETHYLENE WRAPPED IN CONFORMANCE
WITH AWWA C105.
3. EXTEND BOTH ENDS OF CRADLE OR
ENCASEMENT TO A POINT ONE INCH SHORT
OF FIRST PIPE JOINT BEYOND LOCATIONS
SPECIFIED ON PLAN.
-ASO. 4 BAR L ONG/r. olrYR O,' 4) ly
NO. 4 rAC BA#P
/'?4 " ,0A.Y 0.4.)
CLASS A �ONC�PETE•
SEG T/®N C- C
NOTE: T///S E1X,4.SC-1Wf1VT D,6:Td/L QPPL/ES M'r#E
P0R71'01 OF ,,5SWE z ACR0SS ,E7_1WANo i GQ�Ell
Nlrlllly mAcr /3"-2.
NOTES (CASE 2):
I. WHERE CLEARANCE BETWEEN BOTTOM OF
UNDERGROUND PIPE OR STRUCTURE AND TOP
OF SEWER IS 6" TO 18", CASE 2
APPLIES.
2. APPLY FORM OIL. THIN PLASTIC SKEET.
/
-�+ �CONc. EiVcosEAlENr OR OTHER ACCEPTABLE MATERIAL TO EXTRA �J(- ',•.Y ......y. A BETWEENHPI PE V.C.P.
AND CONCRETE.
PREVENT BOND
CONCRETE
r` 3' r T 3. NOTE 3 F ? P
2 RECORD ,.> �� F� VU I (� (a � _,� FROM CAS1. 1 APPLIES.
�' BA SPS U LNG/rl/O 11'r O CA
� EOA LY SPA
(14lo information on this drawliq) is ohlained f°corp, L-w)(na �FO.P P/PE L•O.PGE.P
�t r11.4N /S o(
Trlust be Verifiers in the f1& ,' "� '1(� ����t_�;. .�.e :,,n o
construction. HALL & Ii�.ior for "Nc4sEA11EA1T DETA/L
n erg(ound facility locatjvrls or (ft'U. ;.;s. All abrw(: ground .
aGilities can be readily seen and,vemled by the par -t N- that
WarPr'I.,F�s"I`r'Fa.
CITY OF FONTANA, CALIFORNIA
PUBLIC WORKS DEPARTMENT
DRAWN SEWER PLAN ALE
♦ � HORIZ. = I"= 40'
3186-L AIRWAY AVENUE COSTA MESA, CALIFORNIA 92626-4675 (714) 641-8777 DESIGNED BY FRN, E M 0 N T STREET VERT.: I"= 4'
.o
CIVIL ENGINEERING LAND PLANNING LAND SURVEYING CHECKED BYTRACT S 1308-1 sr 1308.1 - 2 DATE:
PREPARED UNDER THE SUPERVISION OF: .J. H.it-(3-87
JOB NO. ✓ DR. NO. SHT NO.
C' �— l -� - �'� 3576-002 APPROVED - 4 OF $
D H/� f-10 L,A R.C.E. 2. 6229 DATE CITY ENGINEER R.C.E. 18932' 1`
O
*.
®
114 ,2¢ .
//89 ODS
2,08-0,0'
/049. Z 7'
/189.00
/61.68
67.4/
G40AJS7"R4U67-/40il1 NO2'0405:
8'' �5X rX A .5 7;e 9Al L -r TH V6-,,0 SS Wt1_,2
Q-60 AJ -5 7-7 4 -XT.eA ST.CENIvTH VG. -v 1A0&11SE /.A7E,ZAL
3 c o 0 A A 5 7 �¢ B" P•e 9 -GA.s'T C,t/G. MAN.HOG e-7.29 Na. /09 e //Z
0_41:01VS77 TERM/NAL CLZ;'5 tv0617_ PER STD.
STREE'l710
w� cur
vj
�. m
Nu. 26229 �rn
Exo.3/.1/94
OF CAO
REVISIONS E/1/Grp'S d.9TE. C/Ty ��T�
i ADDED HOADLY COURT - AS PER SHEET 8 JCL/ -/,5-89 '6/w/v
-? RE'CORD 49Q4W/NG FOR rR. /308/- 2 -17- 0/ 1 j�I A k.13.91
,0V 0 M-
oil
6s 460
NOTES (CASE 1):
1. WHERE CI,FARANCE BETWEEN BOTTOM OF
PRECAST PIPS STORM DRAIN AND TOP OF
SANITARY SEWER IS LESS THAN 6", CASE
1 APPLIES.
2. SANITARY SEWER SHALL BE DUCTILE IRON
PIPE. CLASS 50 (MIN.). EPDXY LINED IN
CONFORMANCE WITH ASTM A 746 AND
POLYETHYLENE WRAPPED IN CONFORMANCE
WITH AWWA C105.
3. EXTEND BOTH ENDS OF CRADLE OR
ENCASEMENT TO A POINT ONE INCH SHORT
OF FIRST PIPE JOINT BEYOND LOCATIONS
SPECIFIED ON PLAN.
-ASO. 4 BAR L ONG/r. olrYR O,' 4) ly
NO. 4 rAC BA#P
/'?4 " ,0A.Y 0.4.)
CLASS A �ONC�PETE•
SEG T/®N C- C
NOTE: T///S E1X,4.SC-1Wf1VT D,6:Td/L QPPL/ES M'r#E
P0R71'01 OF ,,5SWE z ACR0SS ,E7_1WANo i GQ�Ell
Nlrlllly mAcr /3"-2.
NOTES (CASE 2):
I. WHERE CLEARANCE BETWEEN BOTTOM OF
UNDERGROUND PIPE OR STRUCTURE AND TOP
OF SEWER IS 6" TO 18", CASE 2
APPLIES.
2. APPLY FORM OIL. THIN PLASTIC SKEET.
/
-�+ �CONc. EiVcosEAlENr OR OTHER ACCEPTABLE MATERIAL TO EXTRA �J(- ',•.Y ......y. A BETWEENHPI PE V.C.P.
AND CONCRETE.
PREVENT BOND
CONCRETE
r` 3' r T 3. NOTE 3 F ? P
2 RECORD ,.> �� F� VU I (� (a � _,� FROM CAS1. 1 APPLIES.
�' BA SPS U LNG/rl/O 11'r O CA
� EOA LY SPA
(14lo information on this drawliq) is ohlained f°corp, L-w)(na �FO.P P/PE L•O.PGE.P
�t r11.4N /S o(
Trlust be Verifiers in the f1& ,' "� '1(� ����t_�;. .�.e :,,n o
construction. HALL & Ii�.ior for "Nc4sEA11EA1T DETA/L
n erg(ound facility locatjvrls or (ft'U. ;.;s. All abrw(: ground .
aGilities can be readily seen and,vemled by the par -t N- that
WarPr'I.,F�s"I`r'Fa.
CITY OF FONTANA, CALIFORNIA
PUBLIC WORKS DEPARTMENT
DRAWN SEWER PLAN ALE
♦ � HORIZ. = I"= 40'
3186-L AIRWAY AVENUE COSTA MESA, CALIFORNIA 92626-4675 (714) 641-8777 DESIGNED BY FRN, E M 0 N T STREET VERT.: I"= 4'
.o
CIVIL ENGINEERING LAND PLANNING LAND SURVEYING CHECKED BYTRACT S 1308-1 sr 1308.1 - 2 DATE:
PREPARED UNDER THE SUPERVISION OF: .J. H.it-(3-87
JOB NO. ✓ DR. NO. SHT NO.
C' �— l -� - �'� 3576-002 APPROVED - 4 OF $
D H/� f-10 L,A R.C.E. 2. 6229 DATE CITY ENGINEER R.C.E. 18932' 1`