HomeMy WebLinkAbout4850-3e w
f •
• I w w
• 00
- Nw "CC
cn
wh
I .
mE II m I N j cn _
� II 1 1 1 -.4 eif% kna& dc I.4Ae%k% 1290
o rn
ClI - - I 1 1 90 F_: I I
T
w d I v� M > co II
w 7 1 1 Q
• w w
cn t28C
it!
_77
+ 0 P_
w
-------
S E UN ' '.' T . II ri cn 3
M�
IS
E 1'K'
7
EXIST. 1 25'[X1 d" CMP
mmmmmmmmmmm�m®ummo■mmmmmmmmmmmmmm' ®aw �-immAnommmmmmmmmmi mMMMMENIKIM inommmmmmmMINOMIMO®MMMIAEEMi�]EMIMMMMMMMiE®EREEMARIMMMMMMMEERUQMIAMIMMMMMMMMMMOMMMMMMMMMMMM■
■■■■■■■■■■■■�J■■■■■■■■■■■■■■■■� .��■■■■■■■■■■■ ■■■■■■��3 ,i,;.. ,■■■■■■■■■1��■ , . ,■■■1� - , , A.9-91�■■■■■■■rFi? •::fii■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■mF#M �■■■■■■■■■■■■■■MIOW;�ilii■■■■■■■■■■■■■■■■■■■■w,�.0fhis■■■■■■■■■■�iii�i■■■■!1�!'l�wM�Ii�ii■■■■■■■■!1, . �!f ■■■■■■■■■m ,�i■■■■■!1.:�!q■■■■■■■■■■■PROFILE SCALE
• -
■■■■■■■■■■■■ �2 ■■■■■■■■■■■■■■ ��AMEMEMEMMEMMEMMMMMMMEME �- ■■■■■■■■■■■■■■■■■ MM■■■■■■■■■■ ,�■■■■■■■■■■■ �� ■■■■■ �� VERT:
JOB * 101-49
- Iai .. I •�. I � ISI
T
0 5 I
1 I c RR
STA. 19+19.19 ' - Tv
Wt LINE N d. a" o a.� a ° o p p n.
12 D.I.,V=6.4 TQ I e ' .. pAl
. . . . ...... 't
ELE 7 STA. 19+10.34 WHEELER
p
I I
+ E OM • .4
I' o 1 ea
2
W M p.
ELE C STA. 18+80.28 WHEELER
W 4
C.B.
STA. 18+77.90 WHEELER
7 0 .. • a :. ,� 2
D
• •. . o• FI 4 � •• �
STA. 18+77.90 WHEELER a
4
C.B.
W=7.0', V=8.2'
I
I�I.
Z
I
I:
OoI.
•
+. �
II co
I I
f W'� -
I STA. 17+15.19 WHEELER -
I 2 I STA. 14+66.57 SEVILLE
I '� 5
Ay,
STA. 17+14.46 WHEELER= c ,2M 3 ;�
STA. 13+53.51 SEVILLE ,
4 STA. 17+14.46 WHEELER-
- °.� C.83E�.4' -L 12M
sM STA. 1C4�83.76 SEVILLE
=6 '
e p E- :. �j--\ 4 e. p
/ C.B. �1
liclif W=7.0' V=8.6' PP- - - -
■ '
L (2"G)-= -STA. 17+11.85 WHEELER= 0 INE 'K' UNE
STA. 13+61. - -STA,, 17+04.791 tun
"n �rr -
14 22 SEVILLE -}�� _���. �Y�+72.50 SEVILLE -
I- 14
12+00 13+00 1 0 0 +00 1 2 1-}g` 16+00
sMH
==4=-
T T T T ` v
0
-- -- -- _o - - -- -- -- --(rI
01
171
CD
,•� II II I
I � �
N Jyy
II ��
i
o
I( )
2_W IRRIG. I®� (2"W IRRIG.)
Ilo
aEc I
WI 4 4
o I 11 �_
4 1 7 Z 7 I 7
- I
_ I
+ I PROPOSED STORM DRAIN I
r w I o " �
(o f - rn rn ° SEE STORM DRAIN SHEET o
L& N I ,� .r N
M I co M
+ 114) 0 + + � o + N
*,r.. pan
• .M .r� a 11+. ,rte
F-mllx I �mll
in U 3 in to U 3 O� to U 3
d p
• e d 7
-I -�
L -DUCE) TMH
-�
SM H - - - -
,� x x
in in TMH TMH TMH
-� -� (TEL -DUCT)- 0 -(TEL-DUCT .....-
nwm
DMH _
j� 33 SD)- -
--SD Q.. 1275 -
LINE '0 -
15 6 UNE 'P' I UNE 'Q'
I �
00
-�- --�- (6"W) (6"W)N. I -
°
• V V(a
aId a a. d• p p .a - ° d e a
° . c.i q e
AM
WHEELER AVENUE NEWPORT AVENUE
STORM DRAIN CONSTRUCTION NOTES:
O1 CONSTRUCT 12" REINFORCED CONCRETE PIPE (RCP), SEE PROFILE FOR D -LOAD.
CONSTRUCT TRENCH REPAIR PER CITY OF FONTANA STD. PLAN NO. 1008.
O2 CONSTRUCT 24" REINFORCED CONCRETE PIPE (RCP), SEE PROFILE FOR D -LOAD.
CONSTRUCT TRENCH REPAIR PER CITY OF FONTANA STD. PLAN NO. 1008.
O4 CONSTRUCT CATCH BASIN AND LOCAL DEPRESSION, AS NOTED, PER CITY OF FONTANA
STD. PLAN NO.'S 3003, CASE C. AND 3004.
O5 CONSTRUCT CONCRETE COLLAR PER CITY OF FONTANA STD. PLAN NO. 3022.
O7 CONSTRUCT PIPE CONNECTION TO EXISTING STORM DRAIN PER CITY OF FONTANA
STD. PLAN NO. 3025.
@CONSTRUCT SINGLE GRATE CURBSIDE GRATING CATCH BASIN, V AS SHOWN, PER STD.
PLANS FOR PUBLIC WORKS CONSTRUCTION, STD. DETAIL NO. 303-2.
14 CONSTRUCT TRANSIITON STRUCTURE, PIPE TO PIPE, PER CITY OF FONTANA STD.
CURVE/LINE
TABLE
Q#
DELTA/BEARING RADIUS LENGTH TANGENT
1
S64042'07"E --
6.04' --
2
43'50'12" 22.50'
17.21' 9.05'
3
N44.44'19"E --
10.27' --
4
N85.44'44"E--
5
S74.34'21 "E --
32.81' --
6
N89.44'25"E --
10.33' --
"MONOMER.
r�
-
�������r��r��suvssar��■���r������sc��i���r�r�����■���wcc�cr��a��■■r�
..
. -
i���r����a����:�r���■����a��■��
������
mmmmmmmmmmm�m®ummo■mmmmmmmmmmmmmm' ®aw �-immAnommmmmmmmmmi mMMMMENIKIM inommmmmmmMINOMIMO®MMMIAEEMi�]EMIMMMMMMMiE®EREEMARIMMMMMMMEERUQMIAMIMMMMMMMMMMOMMMMMMMMMMMM■
■■■■■■■■■■■■�J■■■■■■■■■■■■■■■■� .��■■■■■■■■■■■ ■■■■■■��3 ,i,;.. ,■■■■■■■■■1��■ , . ,■■■1� - , , A.9-91�■■■■■■■rFi? •::fii■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■mF#M �■■■■■■■■■■■■■■MIOW;�ilii■■■■■■■■■■■■■■■■■■■■w,�.0fhis■■■■■■■■■■�iii�i■■■■!1�!'l�wM�Ii�ii■■■■■■■■!1, . �!f ■■■■■■■■■m ,�i■■■■■!1.:�!q■■■■■■■■■■■PROFILE SCALE
• -
■■■■■■■■■■■■ �2 ■■■■■■■■■■■■■■ ��AMEMEMEMMEMMEMMMMMMMEME �- ■■■■■■■■■■■■■■■■■ MM■■■■■■■■■■ ,�■■■■■■■■■■■ �� ■■■■■ �� VERT:
JOB * 101-49
- Iai .. I •�. I � ISI
T
0 5 I
1 I c RR
STA. 19+19.19 ' - Tv
Wt LINE N d. a" o a.� a ° o p p n.
12 D.I.,V=6.4 TQ I e ' .. pAl
. . . . ...... 't
ELE 7 STA. 19+10.34 WHEELER
p
I I
+ E OM • .4
I' o 1 ea
2
W M p.
ELE C STA. 18+80.28 WHEELER
W 4
C.B.
STA. 18+77.90 WHEELER
7 0 .. • a :. ,� 2
D
• •. . o• FI 4 � •• �
STA. 18+77.90 WHEELER a
4
C.B.
W=7.0', V=8.2'
I
I�I.
Z
I
I:
OoI.
•
+. �
II co
I I
f W'� -
I STA. 17+15.19 WHEELER -
I 2 I STA. 14+66.57 SEVILLE
I '� 5
Ay,
STA. 17+14.46 WHEELER= c ,2M 3 ;�
STA. 13+53.51 SEVILLE ,
4 STA. 17+14.46 WHEELER-
- °.� C.83E�.4' -L 12M
sM STA. 1C4�83.76 SEVILLE
=6 '
e p E- :. �j--\ 4 e. p
/ C.B. �1
liclif W=7.0' V=8.6' PP- - - -
■ '
L (2"G)-= -STA. 17+11.85 WHEELER= 0 INE 'K' UNE
STA. 13+61. - -STA,, 17+04.791 tun
"n �rr -
14 22 SEVILLE -}�� _���. �Y�+72.50 SEVILLE -
I- 14
12+00 13+00 1 0 0 +00 1 2 1-}g` 16+00
sMH
==4=-
T T T T ` v
0
-- -- -- _o - - -- -- -- --(rI
01
171
CD
,•� II II I
I � �
N Jyy
II ��
i
o
I( )
2_W IRRIG. I®� (2"W IRRIG.)
Ilo
aEc I
WI 4 4
o I 11 �_
4 1 7 Z 7 I 7
- I
_ I
+ I PROPOSED STORM DRAIN I
r w I o " �
(o f - rn rn ° SEE STORM DRAIN SHEET o
L& N I ,� .r N
M I co M
+ 114) 0 + + � o + N
*,r.. pan
• .M .r� a 11+. ,rte
F-mllx I �mll
in U 3 in to U 3 O� to U 3
d p
• e d 7
-I -�
L -DUCE) TMH
-�
SM H - - - -
,� x x
in in TMH TMH TMH
-� -� (TEL -DUCT)- 0 -(TEL-DUCT .....-
nwm
DMH _
j� 33 SD)- -
--SD Q.. 1275 -
LINE '0 -
15 6 UNE 'P' I UNE 'Q'
I �
00
-�- --�- (6"W) (6"W)N. I -
°
• V V(a
aId a a. d• p p .a - ° d e a
° . c.i q e
AM
WHEELER AVENUE NEWPORT AVENUE
STORM DRAIN CONSTRUCTION NOTES:
O1 CONSTRUCT 12" REINFORCED CONCRETE PIPE (RCP), SEE PROFILE FOR D -LOAD.
CONSTRUCT TRENCH REPAIR PER CITY OF FONTANA STD. PLAN NO. 1008.
O2 CONSTRUCT 24" REINFORCED CONCRETE PIPE (RCP), SEE PROFILE FOR D -LOAD.
CONSTRUCT TRENCH REPAIR PER CITY OF FONTANA STD. PLAN NO. 1008.
O4 CONSTRUCT CATCH BASIN AND LOCAL DEPRESSION, AS NOTED, PER CITY OF FONTANA
STD. PLAN NO.'S 3003, CASE C. AND 3004.
O5 CONSTRUCT CONCRETE COLLAR PER CITY OF FONTANA STD. PLAN NO. 3022.
O7 CONSTRUCT PIPE CONNECTION TO EXISTING STORM DRAIN PER CITY OF FONTANA
STD. PLAN NO. 3025.
@CONSTRUCT SINGLE GRATE CURBSIDE GRATING CATCH BASIN, V AS SHOWN, PER STD.
PLANS FOR PUBLIC WORKS CONSTRUCTION, STD. DETAIL NO. 303-2.
14 CONSTRUCT TRANSIITON STRUCTURE, PIPE TO PIPE, PER CITY OF FONTANA STD.
GRAPHIC SCALE
40 0 20 40 80 160
rvAry nu. ourti. '-(IN FEET)
15 CONSTRUCT 25"X16" CORRUGATED METAL PIPE. CONSTRUCT TRENCH REPAIR PER CIN 1 INCH = 40 FEET
OF FONTANA STD. PLAN N0. 1008.
Underground Service Alert TKE ENGINEERING, INC. SHOULD CONSTRUCTION OF THE CITY OF FONTANA, CALIFORNIA
SEC?lON 4216/4217 OF THE GOVERNMENT 1100 2305 CHICAGO AVENUE REQUIRED IMPROVEMENTS NOT
CODE REQUIRES A DIG ALERT IDENIIFlCA710N �Qy M RFyy�, RIVERSIDE, CA 92507 STORM DRAIN IMPROVEMENT PLANS COMMENCE WTHIN TWO YEARS OF
ow►wN BY: STORM DRAIN IMPROVEMENT PLANS SME.�
NUMBER BE ISSUED BEFORE A PERMIT TO to�^ � DATE OF APPROVAL S OWN HEREON CAMPUS PARKING LOT IMPROVEMENTS
EXCAVATE WILL BE VALID � ~ A � CAMPUS PARKING LOT PROJECT ASSHOWN
No.eaee4 (s51) 680-0440 AND CARRIED FORTH IN A DILIGENT � EIi1NG FAx 951 680-0490 MANNER, THE CIN ENGINEER MAY p � PLAN P FILE oA�;
FOR YOUR DIG ALERT I.D. NUMBER CALL ,�, � V�72 �� � �o� � _�� REQUIRE REVISIONS TO THE PLANS TO TMit OCT. 2010
UNDERGROUND SERVICE ALERT '�. Fes' BRING THEM INTO CONFORMANCE WITH42
TOLL FREE 1-800-227-2600 Q` �+�� TERRY M RENNER R.C.E. No. 69984 CONDITIONS AND STANDARDS IN EFFECT. �� BY: ��� �� � s
TWO WORKING DAYS BEFORE YOU DIG � R�ns�or� �agziPnori ons oacR. an oar EXPIRES: 9-30-12 Tit � 'Z�'� ,850 5
C ENGINEER R.C.E. No. 51152
CURVE/LINE
TABLE
Q#
DELTA/BEARING RADIUS LENGTH TANGENT
1
S64042'07"E --
6.04' --
2
43'50'12" 22.50'
17.21' 9.05'
3
N44.44'19"E --
10.27' --
4
N85.44'44"E--
5
S74.34'21 "E --
32.81' --
6
N89.44'25"E --
10.33' --
GRAPHIC SCALE
40 0 20 40 80 160
rvAry nu. ourti. '-(IN FEET)
15 CONSTRUCT 25"X16" CORRUGATED METAL PIPE. CONSTRUCT TRENCH REPAIR PER CIN 1 INCH = 40 FEET
OF FONTANA STD. PLAN N0. 1008.
Underground Service Alert TKE ENGINEERING, INC. SHOULD CONSTRUCTION OF THE CITY OF FONTANA, CALIFORNIA
SEC?lON 4216/4217 OF THE GOVERNMENT 1100 2305 CHICAGO AVENUE REQUIRED IMPROVEMENTS NOT
CODE REQUIRES A DIG ALERT IDENIIFlCA710N �Qy M RFyy�, RIVERSIDE, CA 92507 STORM DRAIN IMPROVEMENT PLANS COMMENCE WTHIN TWO YEARS OF
ow►wN BY: STORM DRAIN IMPROVEMENT PLANS SME.�
NUMBER BE ISSUED BEFORE A PERMIT TO to�^ � DATE OF APPROVAL S OWN HEREON CAMPUS PARKING LOT IMPROVEMENTS
EXCAVATE WILL BE VALID � ~ A � CAMPUS PARKING LOT PROJECT ASSHOWN
No.eaee4 (s51) 680-0440 AND CARRIED FORTH IN A DILIGENT � EIi1NG FAx 951 680-0490 MANNER, THE CIN ENGINEER MAY p � PLAN P FILE oA�;
FOR YOUR DIG ALERT I.D. NUMBER CALL ,�, � V�72 �� � �o� � _�� REQUIRE REVISIONS TO THE PLANS TO TMit OCT. 2010
UNDERGROUND SERVICE ALERT '�. Fes' BRING THEM INTO CONFORMANCE WITH42
TOLL FREE 1-800-227-2600 Q` �+�� TERRY M RENNER R.C.E. No. 69984 CONDITIONS AND STANDARDS IN EFFECT. �� BY: ��� �� � s
TWO WORKING DAYS BEFORE YOU DIG � R�ns�or� �agziPnori ons oacR. an oar EXPIRES: 9-30-12 Tit � 'Z�'� ,850 5
C ENGINEER R.C.E. No. 51152
� dt��2_
�.,.,,+N
._