HomeMy WebLinkAbout1948-17HOUSE
LATERA L
LOCATIONS
LOT#
STREET NAME
DESIGN LC)C
"AS BUILT"
REMARKS
LOT# STREET NAME
DESIGN •
"�G t�Uii_T "
RE VIt ,INKS
nT�
STREET NAME
DESIGN
"AS BUILT"
REMARKS
I
2
3
4
5
6
MARGARITA DRIVE
ALMERIA AVENUE
10
11
11
11
12
13
t 155
t 45
� °15.15
t 86
t 70
-+ 64
M 14
M }-I
100
101
102
103
104
105
ALMERIA AVENUE
CASCADE DRIVE
a
Q4
25
2&
27
(O
11
� ( 9
+ 02
+ I6)
4 28
+ F.,3
+ 73-
,,/
199
200
20 (
ZOZ
203
204
WHITEWOOD DR •
KNOX AVENUE
11
11
10
10
11
11
+
4
4-
+
+
+
-75
3 E0
53
59
42-
80
✓
75
2
7
8
9
10
11
12
13
MARI P05A DRIVE
14
11
12
1:3
13
14
14
+ 38
+ 83
t ' 2 I
t 09
+ 51
+ 4'0
+98
106.
107
108-
109
I10
01
112
CRADI
5.PLUG PIPES DURI CRETE POUR. WIPE PIPES CLEAN
12
13
13
14
14
15
15
+ 36 J
+ 15 ./
+ 58
+ 38
+ 73 /
+ 5r0
+ 9(
BEFORE CONCRETE HARD
205
206
207
208
Zo9
210
211
ZA
- g-
13
13
13
13
13
-P2
'`--4-1-
+ 20
+-44.""
+4&•4141
+44,11=1
+ 2S
#-
'1?- + C05
SFE PL4N
JL3 + 3
6. BACKFILL AROUND MANHOLE ONLY AF GINEER'S APPROVAL
2
2
2
14
7. PROVIDE FPR FUTURE 8" INLET TO M.H. & PLUG ENDS.
i5
,- 57
WHERE SHOWN ON PLANS.
113
16
+ 16
/
212
I 1
+
74
15
16
17
18
15
15
15
15
+ 62
+ 66
-4-47
+ 2 6
114
)15
116
117
>
IS
14
14
13
+ 32
+ 96
+ 17
+ 82
/
/
/
,/
213
214
215
2 ) ro
VIRC-4IN)A DRIVE
II
10
3
4
+
+
.+
4-
37
54
84
(08
19
20
21
22
i4
13
13
1
+ 35
+94
+04
+ 68
112,1
118
119
I20
ALMERIA AVENUE
12
12
I I
O
+ 915
+ 00
+ 28
+ 74
217
218
219
220
5
S
Co
7
+ : p
8�
4 25
+ 08
23
11
-1-78
122
1
+ 45
221
7
+
45
24
11
+ 35
► 23
1
-+.94
222.
8
+
� 2
25
2lo
27
MONTEC4 DRIVE
10
10
11
+ 59
+51
+ 3 2
124
12 5
126
3
3
4 0,0
+68
+ 29
223
2�4
225
HOME CDURT
8
9
14
+
+
+
(P
45
6+59
04
14+40
2
Z8
11
+ 7 1
127
5
+ 15
A2-
226
13
+
60
29
12
+47
128
5
+ 51
227
)3
+41
13
30
12
+79-74
129
6
+ 31
228
12
+qo
12- x-40
Az
31
13
+ 67
130
6
+ 73
ZZ9
++07-/9+07_
2
32
14
+,3419
131
7
+ 58
23D
II
+
19
33
14
+ 87
132
WALNUT STREET
14
-+ 95
Z31
10
+
*48
314
15
+18
133
-14-x-
-:26--
14-"9
232
9
+
94
35
15
+4-3.74
134
"3
^ i
3 t S"8
233
9
+
72.8°
36
CATAVVBA DRIVE
9
+ 9p
135
13
+ 04
234
9
+
72.89
37
38
10
10
+ 18
+ 99
136
137
12
11
+ 30
+ 90
12. +
235
236
C)
9
+
+
81
99
39
11
+ 38
138
11
+ 12
237
10
+
401-
ib 4 95
1
Az
40
12
+ 20
13 g
10
+ 75
Z38
WI -I 1 TEW000 DRIVE
I l
+
87
11+90
2
41
12
+ 6Z
140
`j
+ 95
9+ 90
2
239
I I
+
92
42
13
+ 4 2
141
9
+ 65
2A 0
10
+
14
43
13
+82
14 2
8
+ 67
241
MONMCA COURT
10
+
69
4A
14
+ 61
143
S
+ 2>2
'L42
9
+
87
45
15
+ 00
144
4-I
91-1-160
243
+
76
46
47
15
16
+ 81
+ 20
145
I46
in
+ 00
82-
/0f86
244
2A5
9
9
+
+
82
72.4
-
f
48
17
+ 00
147
26
2A6
I0
+
09
10+15
A? -
4 -9
17
+ 22-
148
12
+ 08
247
10
4
74
50
kVINC14E5TER COURT
15
+ 24
14c)
12
+ 4 9
24 2)
11
+
55
51
15
+ 00
150
13
+ 32
219
11
+
83
52
14
+ 22
151
CERRITOS CDURT
13
-4.57
250
12
+
08.74
53
13
+ 80
152
) 2
54
17- + 72
2
25J
WHITEWOOD DR
9
+
95
54
12
+ 97
153
12
t 16
252
10
+
�
104 76
2
55
12
+84.50
154
I I
+ 31
253
I I
+
O 8
5 r
I I
+ 77
155
10
+ 96
254
11
+
92
57
11
+ 6D
15b
10
+ 13
10+08
2
255
ALMERIA AVENUE
20
+
12-
258
58
12
+ 45
157
9
+ 90
250
19
+
3Z
59
12
4 83
158
9
+ 85
257
) 8
+
96
60
13
+ 65
159
9
t 72 45
9+70
2
258
18
+
10
61
14
+ 03
160
r0
- 08
10 + 1$
2
259
17
+
.4.4
62
14
+ 88
161
9 ?
// -f- o /
260
I
Gi 5
63
CATAWBA DRIVE
IS
+ 76
162
11
+ Z6
64
i5
+ 04
163
1.2
11112421
2
1
ALMERIA AVENUE
16
+
35
FUT.
TR. 14296
65
14
+ 18
(6-4
12
+ 47
2
15
t
82
FUT.
TR. 14296
66
13
+ .74
165
13
4 3 2
3
15
t
-30
FLIT.
TR. 14296
67
12-
+ 85
166
SCOTT DRIVE
13
+ 38
!3 j- E$
9-
4
14
t
78
FUT.
TR- 1429
68
I2
+ 39
167
12
Tr
124
ZL
5
14
+
25
FUT.
TR. 14296
69
It
+ 52
168
12
+ 17
6
13
t
74
R1T.
7R. 14 296
70
11
+ 03
169
I I
- + 36
11+31
2
7
13
+
21
FUT
TR. 1429
71
10
+ 13
170
10
+ 98
1 0.3
2
8
12
+
7ro
FUT.
TR. 142%
72
NIAC-#ARA DRIVE
10
+ 55
171
ID
t 13
10405
73
11
+ 43
172
9
+ 88
- 9 f9&
2
7A
11
+ 78
173
-
-F-t
PLAIN
- 2 -
75
12
+ 60
174
T --:;z
(-VSE- RAID ?'
918.3
76
I2
+ 95
175
-10
4-
10421-
2
77
13
+ 7c)
176-}
^+
;z k
10456
2
78
14
10
(77
-t
111+36
79
14
+ 99
)78
r I
4q
1,1 +-7.3
2
80
15
+'O9
179
40
f:2 4 (00
n2-
15
+ Z 6.22
188
ALMERIA AVENUE
2_
+ 5Z
82
15
+ 10/
181
I
+ 78
83
15
+ 04
182
1
t .40
84
14
+ 15
I83
0
+ 79
85
13
+ 74
184
26
+ 38
86
I2
-+ 90
185
2& -1- 13
87
12
+ S 4
1860
25
+ 28
88
1 1
+ 73
187
04. 4 Cos
89
11
+ 34
)88
24 + 061
90
10
+ 59
189
WHITEWOOD DR.
10
+ 58
91
AL-MERM AVENUE
18
+ SD
190
11
+ 41
92
19
+ 18
191
II
4- 83
J
93
lcy
+ 62
192
2
94
20
+ 48
193
--1-9
4 -39.
,�3 -� ,13
AZL
95
20
+ 89
194
13
+44 Gtr
SiEF PLAN
2.
96
Z I
+ 74
195
13
+<ilv Gly
SEZ PLAN
/?-\ •
97
22-
+ 16
196
-1 -3-*.1
�-qg�
9 -MAN
z2N
98
23
+ 05
197
4
134-07
zo-�
99
23
+ 54
198
4=
12 -f 56p
2
PO -r To m
CASE 1
v c• P S vt/F� LAT. D
Ca+.1 G. E)j CASE MEN T A
CASE 2
2.0�- Mrnl.
UTE
51- E5 SHALL 144VE
CGAR SE BROa%7 F7/1//SH
SLOPE SHELVES - DOWN
1:;ER FOOT "N 7OW4RD-5
FLAW
E I NC9- EA 5eR SN ALJ--
kl Lu, p.�e IASE9 AT NO EX -17F -A\ COST.
i ►� v1=.12T GF PIeEC�s,ST P1 PE
POUT! 146iA14T5
u N D 16TL11�BED
1.
*..\V .m
n 2" �• 3���S �41e�
M IrJ.7'��4
71!RM IK A-rP-= 3 "
r�IzoM �}JD O F
F rT n N r- r mac.
V C. P. STUB
3000 PS
CONCRETE
SASE
I PROPOSE NOTE
SEWER I SEE" ENTRANCE SHAFT
5E
1 S 1 TER DETAIL, BELOW
It El- FV. PER
PLAN
� I
I
_ +LOPE SHP-LVE
1" rrj;,\ rwr MIN
1 N Q WARD FLOW OUTLET
ac Tyr.)
ANHOLE SECTION
PLANNVIEW
*4 15A2 LDN, ITUOJWAL-
9 (TyP of 41
w4 TiE E�4+e
• p (�Mme. O.G�
6 CL A55 A coN ct2>=i�.
No -F-'- USE 8- #4- L-4� I T
SECTION A -A eApe's fEOL,A LL -y 3FIAIC)EID
-O� fe 1 1 1P>`
I 4A+A Ir:;. h:Z(.
NOTES (CASE 1):
1. WHERE CLEARANCE BETWEEN BOTTOM OF
PRECAST PIPE 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 748 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.
f IATI� OACKFIL G 0
SEWER LATERAL PROTECTION DETAILS cls/ COMPACT100
6" MIN.
10 MAX .
Native $ACKFtu.(9 115/
COMPACT 10 u
9A.TIVE� BACKFIN. @ 010
cow PAGT(Ou
l'/ MAX. SIZE SELEC
---N.47/VE SOIL C MPAC7 j
TO 95
OFF ��
Q�_Ssr�3;;., .s
r/q"n�1N TD 3/+`MAX .
ROCK E3EpD)NC3 /
No.6 83 rn e
LESS 71 -IAN IUDEEP
civi
tilo-r To -sc z -
1' nd4TIVE SACKf-7LL
0 90% aWf'AC1I0N
N
X NAND PLACED BACKFILL
• I ' . N � <SANDJ (� 95 % CA�•ff�ICl/ON
0o Q0
SFS ECTEp CvRANULAR
MATERIAL (c"SHED ST
ROUNDED GRAVEL 0112
GRAVEL) 3 957. AC
/0' DEEP $ DEEPER
TYPICAL BEDDING FOR 8" V.C.P
NOT TO S C,4 L E
O JNG-�
REVISIONSw7mm 11, 1 rep, 70 2
/, " • ' • 161111 l
E
NOTES (CASE 2):
1. WHERE CLEARANCE BETWEEN BOTTOM OF
UNDERGROUND PIPE OR STRUCTURE AND TOP
OF SEWER 18.6" TO 18" CASE 2 APPLIES.
2. APPLY FORM OIL, THIN PLASTIC SHEET, OR
OTHER ACCEPTABLE MATERIAL TO EXTRA
STRENGTH V.C.P. TO PREVENT BOND BETWEEN
PIPE AND CONCRETE.
3. NOTE 3 FROM CASE CASE 1 APPLIES.
PROP. F - 5 .
�. PROP I S"tK .
►1 wMN
(2 -)
3 AN
*M . To 4-4 4" M 1 >`i .
SH0R/N67 (ARAGIV Cj.JACKS
RECQUIRED METAL 6R WDD
PER ASTM. C-/2 AND
STATE .SAFETY REQUIREMENTS
CLA55 'C "-BEDOINQ (ASTM C
13c- =18+ 2" t 2' = 22"
T ICAL TRENCH DETAIL FOR 18" VCP S ER
NOT ro 5CA L E -
BENCH MARK: No . 360 BASIS OF BEARINGS:
THE BEARING OF N 89 51'000 E FOR CITY O FIDNTANAr CALIFORNIA
CITY OF FONTANA BENCH MARK THE NORTH LINE OF THE BE 1/4 OF
AT A NAIL IN POLE +� F LIME SECTION 3T TIN. . B.B.M. A8 PUBLIC WORKS DEPARTMENT
AT SOUTHWEST CORNER OF LIME SHOVN ON TRACT NO. 3348. M. B.
AVE. AND BASELINE AVE. 47/14-15 WAS USED A8 THE BASIS OF
ELEVATION: 1376.03 BEARINGS FOR THIS MAP. DRAWN BY: SEWER IMPROVEMENT PLANS SCALE
PREPARED IN THE OFFICE OF �, �, PLOTTER
MADOLE AND ASSOCIATES, INC .
DESIGNED:
A5 5 HOW til
CONSULTING CIVIL ENGINEERS TRACT NO . 12314
AND LAND PLANNERS
1820 E. 16th Street b � 148 CHECKED: DETA I L SHEET DATE:
SANTA ANA, CALIFORNIA 9270111 �, -31 _� 3 ; _
PHONE 07141 835-2548
�,JOB NO .' -_ DWG.' NO. SHEET NO.
APPROVED l% , �'. c� Wit.. • . yz,
_w-
142-609 £. r, - , ,-' 1-7 OF 17
J . M . MADOLE R . C . E . 14814 DATE %�: CITY ENG I NEER R.C.E. 25• -3M 7-r, z--.1
MANHOLE NOTES
I2" coN000 RE•I.F
.
COVE�e PE -E c Iry
T
O F FON TA 14A 'STD.
A S. %A B.
1 . PRECAST MANHOLE SHALL CONFORM TO THE i REMENTS OF
O o�
.
A . S . T . M . C-478 AND BE DESIGNED ASHTO H2O LOADING.
2. INVERT ELEVATIONS AS ON PLAN & PROFILE SHEETS.
p� _.^N
B
3. STEPS ARE RED FOR ALL MANHOLES IN CONFORMANCE
L-30"CLE:Ar OPFNW6
WITH OF FONTANA STANDARD DETAIL 1 12 . STEPS
BE 3/4" DIA. GALV. IRON OR PLASTIC PER A.S.T.M.
I . GEMENT MOKTAR
A-82, A . S . T . M . C-478. A . S . T . M . 1 1 , GRADE 43758.
ASPHA.L-r PA PEK
WRAP PG D
4. AND FINISH BASE SAME DAY. STEEL TROWEL WITH 2"
GES.
CRADI
5.PLUG PIPES DURI CRETE POUR. WIPE PIPES CLEAN
ENTRANCE T
D E T A I L
BEFORE CONCRETE HARD
ZA
6. BACKFILL AROUND MANHOLE ONLY AF GINEER'S APPROVAL
7. PROVIDE FPR FUTURE 8" INLET TO M.H. & PLUG ENDS.
WHERE SHOWN ON PLANS.
*4 15A2 LDN, ITUOJWAL-
9 (TyP of 41
w4 TiE E�4+e
• p (�Mme. O.G�
6 CL A55 A coN ct2>=i�.
No -F-'- USE 8- #4- L-4� I T
SECTION A -A eApe's fEOL,A LL -y 3FIAIC)EID
-O� fe 1 1 1P>`
I 4A+A Ir:;. h:Z(.
NOTES (CASE 1):
1. WHERE CLEARANCE BETWEEN BOTTOM OF
PRECAST PIPE 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 748 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.
f IATI� OACKFIL G 0
SEWER LATERAL PROTECTION DETAILS cls/ COMPACT100
6" MIN.
10 MAX .
Native $ACKFtu.(9 115/
COMPACT 10 u
9A.TIVE� BACKFIN. @ 010
cow PAGT(Ou
l'/ MAX. SIZE SELEC
---N.47/VE SOIL C MPAC7 j
TO 95
OFF ��
Q�_Ssr�3;;., .s
r/q"n�1N TD 3/+`MAX .
ROCK E3EpD)NC3 /
No.6 83 rn e
LESS 71 -IAN IUDEEP
civi
tilo-r To -sc z -
1' nd4TIVE SACKf-7LL
0 90% aWf'AC1I0N
N
X NAND PLACED BACKFILL
• I ' . N � <SANDJ (� 95 % CA�•ff�ICl/ON
0o Q0
SFS ECTEp CvRANULAR
MATERIAL (c"SHED ST
ROUNDED GRAVEL 0112
GRAVEL) 3 957. AC
/0' DEEP $ DEEPER
TYPICAL BEDDING FOR 8" V.C.P
NOT TO S C,4 L E
O JNG-�
REVISIONSw7mm 11, 1 rep, 70 2
/, " • ' • 161111 l
E
NOTES (CASE 2):
1. WHERE CLEARANCE BETWEEN BOTTOM OF
UNDERGROUND PIPE OR STRUCTURE AND TOP
OF SEWER 18.6" TO 18" CASE 2 APPLIES.
2. APPLY FORM OIL, THIN PLASTIC SHEET, OR
OTHER ACCEPTABLE MATERIAL TO EXTRA
STRENGTH V.C.P. TO PREVENT BOND BETWEEN
PIPE AND CONCRETE.
3. NOTE 3 FROM CASE CASE 1 APPLIES.
PROP. F - 5 .
�. PROP I S"tK .
►1 wMN
(2 -)
3 AN
*M . To 4-4 4" M 1 >`i .
SH0R/N67 (ARAGIV Cj.JACKS
RECQUIRED METAL 6R WDD
PER ASTM. C-/2 AND
STATE .SAFETY REQUIREMENTS
CLA55 'C "-BEDOINQ (ASTM C
13c- =18+ 2" t 2' = 22"
T ICAL TRENCH DETAIL FOR 18" VCP S ER
NOT ro 5CA L E -
BENCH MARK: No . 360 BASIS OF BEARINGS:
THE BEARING OF N 89 51'000 E FOR CITY O FIDNTANAr CALIFORNIA
CITY OF FONTANA BENCH MARK THE NORTH LINE OF THE BE 1/4 OF
AT A NAIL IN POLE +� F LIME SECTION 3T TIN. . B.B.M. A8 PUBLIC WORKS DEPARTMENT
AT SOUTHWEST CORNER OF LIME SHOVN ON TRACT NO. 3348. M. B.
AVE. AND BASELINE AVE. 47/14-15 WAS USED A8 THE BASIS OF
ELEVATION: 1376.03 BEARINGS FOR THIS MAP. DRAWN BY: SEWER IMPROVEMENT PLANS SCALE
PREPARED IN THE OFFICE OF �, �, PLOTTER
MADOLE AND ASSOCIATES, INC .
DESIGNED:
A5 5 HOW til
CONSULTING CIVIL ENGINEERS TRACT NO . 12314
AND LAND PLANNERS
1820 E. 16th Street b � 148 CHECKED: DETA I L SHEET DATE:
SANTA ANA, CALIFORNIA 9270111 �, -31 _� 3 ; _
PHONE 07141 835-2548
�,JOB NO .' -_ DWG.' NO. SHEET NO.
APPROVED l% , �'. c� Wit.. • . yz,
_w-
142-609 £. r, - , ,-' 1-7 OF 17
J . M . MADOLE R . C . E . 14814 DATE %�: CITY ENG I NEER R.C.E. 25• -3M 7-r, z--.1