HomeMy WebLinkAbout5589-210351►
-A ANA AVA WI FD T
0.89%
0.89% f —
AEXISTING GROUND
PROPOSED WILY AT W'LY CURB
TOP OF CURB
10:� m
REQUIRED IMPROVEMENTS NOT
WITHIN TWO YEARS
p C ' •q;
COMMENCE
%,•��� E H. 'y�i�
A
000
W UJ
`,,'�Q
�
LL -
— -
FORTH IN A DILIGENT MANNER,
r7 F- LL
THE CITY ENGINEER MAY REQUIRE*•
O F-- LL-
O O
O r7 _
�� s� CIVIC �Q!
LC) F-- LL.
LC)
m N Ln
r7 C'4 -
Op
cD NL
00
U
w�
On
�r-iN
+OO ---
� 00
oo
cD
Ln
m
O+4't 00
o�� -
m
L
� i
J
L-
co 00 r
r- U
n
�N
+
O
Op
O U
NL
r-
n O
Nin
O
OCD
+ r7 M
X00
+
SON
Cy)O
O
N
N
r cD
O N
+o
O
+o
OO
+ r7
�n0
0.89%
0.89% f —
AEXISTING GROUND
PROPOSED WILY AT W'LY CURB
TOP OF CURB
43 44 45 46 47 48 49 50 51 52
EXIST. ELECTRIC SERVICE
TO BE REMOVED AND
EASEMENT QUITCLAIMED III
G1 I 61 62 195
I I Ln
Li
LI,�J Q J zo w z
Q Q CD U = I I ¢ 15 v' 0 50 cn w
Z o' o I I U z z CO a' o
Q Q '� U U c� I �w �-CD � Q U Q = m z =
Q Z = �n N �_ m �� m w LA- (n O 3 U O w J w O CD
Q~ O c� Ln z CD Ln w v l L` ^ w 3 m � Z U cn O a OLn
Z w `n ¢ N °o n x cfl _ I cn r` - cn cn � w Q Q > w U w
Q Q U U O)N X w �� w o0 �p w LL U� �O� U m �� p
�j r` CD _j CDcn Z o o ¢ + o o Z + Z CD �+ r7 U o J II cn °O LO v. c~i1 m 00 00 > z
`I O LTJ Z_ 00 O cD U cD O � D a0 O O w U U 00 U + r'� + O + C'4
O O Z
`i 0 oz_ J �o �o N I I= 92 0 0: � �00� ��'- L (D c~i�00 0
r` p Ln J o x w X w x 83 82 178 _ o= Co 70 m x 0 92 r7 5
D_ W � W 81 � � —
_ - 6.91%
12"W—
2„W �_ / � 12"W
- — SAWCUT LINE
_ 80 A 2 9
43 SAWCUT
A - - - 4 00'14 3
93 _
�.-
G- C 60 - SAWCUT LINE G
94 1' 1P =
t
PROP. STORM DRAIN SEE
STORM DRAIN PLAN, DWG 5414 0
46+82.54 CATAWBA AVE=
CATAWBA ^�
10+00.00 TYROL DR
CL INTERSECTION
BENCH MARK:
CITY OF FONTANA BENCHMARK NO. 289 O
NGVD29, ELEVATION=1032.22'
FOUND RAILROAD SPIKE IN POWER POLE, NE CORNER CATAWBA
AVENUE & SANTA ANA AVENUE RED It
BASIS OF BEARING: DIAL TWO WORKING
THE BEARING OF NORTH 89'45'02" EAST OF THE CENTERLINE BEFORE DAYS BEFORE
YOU DIG YOU DIG
OF SANTA ANA AVENUE PER PARCEL MAP NO. 19527 FILED
IN BOOK 243 PAGES 54, 55 AND 56, OF PARCEL MAPS, TOLL FREE 1 -800-227-2600
RECORDS OF SAN BERNARDINO COUNTY HAS BEEN TAKEN AS A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
THE BASIS OF BEARING FOR THIS SURVEY.
N0.
REVISION DESCRIPTION
DATE I ENGR. I CITY I DATE
CONSTRUCTION NOTES
O CONSTRUCT 8" CONCRETE CURB AND GUTTER PER CITY OF FONTANA STD. NO. 1000
50 CONSTRUCT CONCRETE SIDEWALK PER CITY OF FONTANA STD. NO. 1006
Q O CONSTRUCT 4.5" MIN. AC PAVEMENT OVER 9" CAB OVER 12" MIN 95% COMPACTED
Uj Z 15 NATIVE SUBGRADE PER CITY OF FONTANA STD. NO. 400
w w Q w p Cnn
0 uLLJ
0 15 CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. NO. 1002
LLJ w m � Q m
m w o 3 w wo w °' w cn un : 33 w CDL` ~w ci z 5o CONSTRUCT LOCAL DEPRESSION AT CATCH BASIN PER CITY OF FONTANA
i— v1 p J w w > n cD O cD — J
o < co _ w � J rn w o' �- - oo Li r�%j �i o"' w STD. 3003 (CASE A), H=4"
3- W CD CD w 0' � CD o0 N N CD r� U r\ r` N
Q W 00 Z w N (n O Ln w CD w + "t N � O
CD L w J Cn O � `D Lo
'r? C14 U N U on uaL � U O o o+ 0 CD Ln o 6o SAWCUT AND REMOVE EXISTING AC PAVING
o Ln ci o ,-� ;r, 5 ,�� `� o O O 0 61 SAWCUT AND REMOVE EXISTING PCC CURB & GUTTER
O X X of w _
w w o o 'n I SAWCUT AND REMOVE EXISTING PCC SIDEWALK
_ 9.86% 7o REMOVE EXISTING CMP INLET SEE STORM DRAIN PLAN, DWG 5414
78 12"W 12"W RELOCATE EXISTING UTILITY PULLBOX BY OTHERS
C14 I 12"W
N 2 9zz 93 51 N 8o RELOCATE EXISTING FIRE HYDRANT BY OTHERS
RELOCATE EXISTING STREET LIGHT & APPURTENANCES BY OTHERS
N -' SAWnLINEREMOVE EXISTING WATER METER BY WATER COMPANY
60 —c=-� c- ! s3 RELOCATE EXISTING STREET LIGHT PULLBOX BY OTHERS
- _ a� -
� � �� L�
EXISTING OVERHEAD POWER LINES TO BE UNDERGROUNDED AND POLES REMOVED BY SCE
r- 4=- 93 COLD PLANE EXISTING AC MINIMUM 0.10' DEPTH & AC OVERLAY TO MATCH EXISTING
- .: `, _ ____ __ _--�_
94 TIE -OUT AND RESET EXISTING SURVEY MONUMENT
��� 14o COLD PLANE EXISTING AC MINIMUM 0.15' DEPTH & AC OVERLAY TO MATCH EXISTING
AVENUE
�- —
195 SAWCUT &REMOVE EXISTING DRIVEWAY AND APPURTENANCES
PAVING LEGEND
O 4.5" AC/9" CAB
60 AC REMOVAL
SIDEWALK
SHOULD CONSTRUCTION OF THE
10:� m
REQUIRED IMPROVEMENTS NOT
WITHIN TWO YEARS
p C ' •q;
COMMENCE
%,•��� E H. 'y�i�
A
000
W UJ
`,,'�Q
m UJ
LL -
— -
FORTH IN A DILIGENT MANNER,
r7 F- LL
THE CITY ENGINEER MAY REQUIRE*•
O F-- LL-
O O
O r7 _
�� s� CIVIC �Q!
O O H
9�
�\x
m N Ln
r7 C'4 -
Op
cD NL
00
J
OLS
On
�r-iN
+OO ---
+
O
O+4't 00
o�� -
O
O
+
+
OO
Op
43 44 45 46 47 48 49 50 51 52
EXIST. ELECTRIC SERVICE
TO BE REMOVED AND
EASEMENT QUITCLAIMED III
G1 I 61 62 195
I I Ln
Li
LI,�J Q J zo w z
Q Q CD U = I I ¢ 15 v' 0 50 cn w
Z o' o I I U z z CO a' o
Q Q '� U U c� I �w �-CD � Q U Q = m z =
Q Z = �n N �_ m �� m w LA- (n O 3 U O w J w O CD
Q~ O c� Ln z CD Ln w v l L` ^ w 3 m � Z U cn O a OLn
Z w `n ¢ N °o n x cfl _ I cn r` - cn cn � w Q Q > w U w
Q Q U U O)N X w �� w o0 �p w LL U� �O� U m �� p
�j r` CD _j CDcn Z o o ¢ + o o Z + Z CD �+ r7 U o J II cn °O LO v. c~i1 m 00 00 > z
`I O LTJ Z_ 00 O cD U cD O � D a0 O O w U U 00 U + r'� + O + C'4
O O Z
`i 0 oz_ J �o �o N I I= 92 0 0: � �00� ��'- L (D c~i�00 0
r` p Ln J o x w X w x 83 82 178 _ o= Co 70 m x 0 92 r7 5
D_ W � W 81 � � —
_ - 6.91%
12"W—
2„W �_ / � 12"W
- — SAWCUT LINE
_ 80 A 2 9
43 SAWCUT
A - - - 4 00'14 3
93 _
�.-
G- C 60 - SAWCUT LINE G
94 1' 1P =
t
PROP. STORM DRAIN SEE
STORM DRAIN PLAN, DWG 5414 0
46+82.54 CATAWBA AVE=
CATAWBA ^�
10+00.00 TYROL DR
CL INTERSECTION
BENCH MARK:
CITY OF FONTANA BENCHMARK NO. 289 O
NGVD29, ELEVATION=1032.22'
FOUND RAILROAD SPIKE IN POWER POLE, NE CORNER CATAWBA
AVENUE & SANTA ANA AVENUE RED It
BASIS OF BEARING: DIAL TWO WORKING
THE BEARING OF NORTH 89'45'02" EAST OF THE CENTERLINE BEFORE DAYS BEFORE
YOU DIG YOU DIG
OF SANTA ANA AVENUE PER PARCEL MAP NO. 19527 FILED
IN BOOK 243 PAGES 54, 55 AND 56, OF PARCEL MAPS, TOLL FREE 1 -800-227-2600
RECORDS OF SAN BERNARDINO COUNTY HAS BEEN TAKEN AS A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
THE BASIS OF BEARING FOR THIS SURVEY.
N0.
REVISION DESCRIPTION
DATE I ENGR. I CITY I DATE
CONSTRUCTION NOTES
O CONSTRUCT 8" CONCRETE CURB AND GUTTER PER CITY OF FONTANA STD. NO. 1000
50 CONSTRUCT CONCRETE SIDEWALK PER CITY OF FONTANA STD. NO. 1006
Q O CONSTRUCT 4.5" MIN. AC PAVEMENT OVER 9" CAB OVER 12" MIN 95% COMPACTED
Uj Z 15 NATIVE SUBGRADE PER CITY OF FONTANA STD. NO. 400
w w Q w p Cnn
0 uLLJ
0 15 CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. NO. 1002
LLJ w m � Q m
m w o 3 w wo w °' w cn un : 33 w CDL` ~w ci z 5o CONSTRUCT LOCAL DEPRESSION AT CATCH BASIN PER CITY OF FONTANA
i— v1 p J w w > n cD O cD — J
o < co _ w � J rn w o' �- - oo Li r�%j �i o"' w STD. 3003 (CASE A), H=4"
3- W CD CD w 0' � CD o0 N N CD r� U r\ r` N
Q W 00 Z w N (n O Ln w CD w + "t N � O
CD L w J Cn O � `D Lo
'r? C14 U N U on uaL � U O o o+ 0 CD Ln o 6o SAWCUT AND REMOVE EXISTING AC PAVING
o Ln ci o ,-� ;r, 5 ,�� `� o O O 0 61 SAWCUT AND REMOVE EXISTING PCC CURB & GUTTER
O X X of w _
w w o o 'n I SAWCUT AND REMOVE EXISTING PCC SIDEWALK
_ 9.86% 7o REMOVE EXISTING CMP INLET SEE STORM DRAIN PLAN, DWG 5414
78 12"W 12"W RELOCATE EXISTING UTILITY PULLBOX BY OTHERS
C14 I 12"W
N 2 9zz 93 51 N 8o RELOCATE EXISTING FIRE HYDRANT BY OTHERS
RELOCATE EXISTING STREET LIGHT & APPURTENANCES BY OTHERS
N -' SAWnLINEREMOVE EXISTING WATER METER BY WATER COMPANY
60 —c=-� c- ! s3 RELOCATE EXISTING STREET LIGHT PULLBOX BY OTHERS
- _ a� -
� � �� L�
EXISTING OVERHEAD POWER LINES TO BE UNDERGROUNDED AND POLES REMOVED BY SCE
r- 4=- 93 COLD PLANE EXISTING AC MINIMUM 0.10' DEPTH & AC OVERLAY TO MATCH EXISTING
- .: `, _ ____ __ _--�_
94 TIE -OUT AND RESET EXISTING SURVEY MONUMENT
��� 14o COLD PLANE EXISTING AC MINIMUM 0.15' DEPTH & AC OVERLAY TO MATCH EXISTING
AVENUE
�- —
195 SAWCUT &REMOVE EXISTING DRIVEWAY AND APPURTENANCES
PAVING LEGEND
O 4.5" AC/9" CAB
60 AC REMOVAL
SIDEWALK
SHOULD CONSTRUCTION OF THE
04 Q?OFESS/0y `\
%%
REQUIRED IMPROVEMENTS NOT
WITHIN TWO YEARS
p C ' •q;
COMMENCE
%,•��� E H. 'y�i�
A
000
OF THE DATE OF APPROVAL
`,,'�Q
SHOWN HEREON AND CARRIED
02. N0. 33366
FORTH IN A DILIGENT MANNER,
- : EXPIRATION ;
THE CITY ENGINEER MAY REQUIRE*•
6-30-2018 *�
REVISIONS TO THE PLANS TO
�� s� CIVIC �Q!
BRING THEM INTO CONFORMANCE
9�
�\x
WITH STANDARDS IN EFFECT.
OF CA��F��
40,
GRAPHIC SCALE
40 0 40 80 120
(IN FEET)
1"=40'
■:1�II1�L��11:1:Z'1
Huitt-Zollars, Inc. Ontario DRAWN BY:
3990 CONCOURS, SUITE 330 * ONTARIO, CALIFORNIA 91764 * (909) 941-7799 HZ STAFF
DESIGNED BY:
APPROVED BY MAURICE H. MURAD R.C.E.
33366
EXPIRES DATE DLW
CHECKED BY:
6-30-18 / 3D /7 M.H.M.
CURVE DATA
0
L R L
T
A
47'09'23" 50.00' 41.15'
21.82'
B
60'04'49" 25.00' 26.21'
14.46'
C
54'40'36" 25.00' 23.86'
1 12.92'
** PROTECT ALL EXISTING UTILITIES IN
PLACE UNLESS OTHERWISE NOTED.
* NOTE:
HORIZONTAL AND VERTICAL LOCATIONS TO
BE VERIFIED IN THE FIELD AND ENGINEER
NOTIFIED OF ANY DISCREPANCIES PRIOR TO
CONSTRUCTION.
CITY OF FONTANA, CALIFORNIA
871RC CE7 �MPROO WIEHIEH7 PLAN
CATAWBA AVENUE
FROM STA 43+66.40 TO STA 50+72.11
' E
z Z.
CITY ENGINEER R.C.E. 51152
DATE:
SCALE:
AS SHOWN
DATE:
12/2016
DWG. NO.: 2
8T 3
s
0
a