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PER CITY, DWG. No. 2926
PER CITY DWG. 1\10.2927
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FUTURE CURB & GUTTER R,,\C r \JJ, J-5JJO
PER CITY DWG NO. 2991
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—EX8" SEWER PER CITY DWG NO. 2928 PROPOSE IMPROVEMENTS
PER CITY, DWG. No. 2926
PER CITY DWG. 1\10.2927
FUTURE ,STREET _.LIGHT _ R/W _
LOT A PER FUTURE TRACT LOT 1EBY-
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CONSTRUCTION NOTES
t�4 —CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. No. 1015, W=5.5'
5� CONSTRUCT HANDICAP RAMP PER CITY STD. DWG. No.1006
0-- 8" PCC CURB AND GUTTER PER CITY STD. DWG. No. 1003
8�INSTALL STOP SIGN PER CITY STD. DWG. NO. 139
O9 —INSTALL STREET NAME SIGN PER CITY STD. DWG. NO. 139
22
I
PROFILE
HORIZ: 1"= 40'
VERT: 1 "= 4'
23 24 25
GRAPHIC SCALE
0 20 40 80
rR,/\C r NO, -1-59,00-1 " R,/\C r NO '£-1-57019
EXISTING CURB & GUTTER
F�_ EIXST. R/W
LOT ACA I
FUTURE STREET IMPROVEMENTS
22 13 s 23 S 24 PER CITY DWG NO, 2989
IS
-----------
10:1 TAPER 1 -
EXIST. R/W (il
7R,/\C r NO, 16000
( IN FEET )
I inch = 40 ft
44 ( 43 1 42 1 41 1 40 + M ! llQ I �I
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o�
0 o w z RECORD DOCUMENT
0 rn a 0 w These Record Documents have been prepared
SAN SEVAINE ROAD m o� �Q> based P
information provided by others. The
v z N ° Design Professional has not verified the accuracy
� z w and/or completeness of this information and shall
i–Iw m
not be responsible for any errors or omissions
amly be incorporated herein as a resu t
10 CONSTRUCT LOCAL DEPRESSIONS PER A.P.W.A. STD. PLAN N0. 313-1 �e Z 0 y
(LOCAL DEPRESSION DETAILS SEE SHEET 10 OF 1 1)(A.P.W.A. STD'S SEE SHEET 11 OF 1 1) A U
11 CONSTRUCT CATCH BASIN PER A.P.W.A. STD. PLAN NO. 300-2 (SEE SHEET 11 FOR DETAILS) CURVE DATA
13 SAWCUT EXISTING PAVEMENT 2' OFF EDGE PER PLAN
R Q L T
15 CONSTRUCT 4.5" AC PAVEMENT (Min) OVER 12" OF 95% COMPACTED NATIVE
(SEE TYP. SECTION FOR AC PAVEMENT THICKNESS (MIN.) AND GENERAL NOTES 31&32)
A 30.00' 89°54' 14" 47.07' 29.95'
18 REPLACE TEMP. WOOD LIGHT POLE WITH 9500 LUMEN HPSV STREET LIGHT PER CITY STD. DWG. NO. 1016 B 30.00' 90°05'46" 47.17' 30.05'
25 INSTALL 18" RCP (1350–D)
26 PIPE CONNECTION TO EXISTING STORM DRAIN
PER A.P.W.A. STD PLAN 335-1, CASE 1 (SEE SHEET 11 OF 1 1)
PLANS PREPARED FOR REVISIONS Engineer City BENCHMARK Prepared By: CITY OF FONTANA CALIFORNIA
No. A royal Date: Approval Date: pQ �SSH ,y <
.14 p O ALLARD ENGINEERING �° I�q
y SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS CENTERSTONE DEVELOPMENT COMPANY CALTRANS BENCHMARK NO. 8-17 ���'��� '� ��Fti STREET IMPROVEMENT PLANS
i Civil Engineering - Land Surveying - Land Planning ` c
Rl�
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF BRASS CAP IN CONCRETE S.C.E. TOWER LEG. `''Attn: HAL WOODS 8253 Sierra Avenue Z Drawn By: TRACT NO.15961 Scale:
APPROVAL SHOWN HEREON AND CARRIED FORTH IN A ' F � m "'
DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE 3500—B WEST LAKE CENTER DRIVE 343 N/0 HIGHLAND AVE., 0.2 MI. W/0 SAN Fontana, California 92335 W No. 43976 JK/WF SAN SEVAINE ROAD1 = 40SEVAINE RD. IN SOUTH CONCRETE BASE OF � Ex . 6/30/05DIALTW❑ W❑RKING REVISIONS TO THE PLANS TO BRING THEM INTO ' (9 9) 356-1815 Fax (909) 356-1795 PBEF❑RE DAYS BEF❑RECONFORMANCE WITH CONDITIONS AND STANDARDS SANTA ANA, CALIFORNIA 92704 S.C.E. TOWER 19.5; 2.65 MI. W. ALONG Designed By: FROM N;LY f 500' OF BASELINEDate:
Y❑U DIG IN EFFECT. HIGHLAND AVE. FROM SIERRA AVE. v CIVIL JM T N'L + MAY 2002
Y❑U DIG(714) 437-0800 ____— 5- -o rF o�
ELEVATIONS of CALIF Checked By f ZL•e L Dwg. No. $
0 A PUBLIC SERVICE BY UNDERGR❑UND00ER ICE ALERT 1 428.6090 David S. ammer, (expires s 6/3❑/2❑❑5) Date RD Approved: CITY ENGINEER �� R.C.E. 51152 2987 11
Filename: M:\DWG\17901\TR15961\STREETS\SANSEV–STR8.dwg
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SEE SHEET NO. 3
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11 $
CONSTRUCTION NOTES
t�4 —CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. No. 1015, W=5.5'
5� CONSTRUCT HANDICAP RAMP PER CITY STD. DWG. No.1006
0-- 8" PCC CURB AND GUTTER PER CITY STD. DWG. No. 1003
8�INSTALL STOP SIGN PER CITY STD. DWG. NO. 139
O9 —INSTALL STREET NAME SIGN PER CITY STD. DWG. NO. 139
22
I
PROFILE
HORIZ: 1"= 40'
VERT: 1 "= 4'
23 24 25
GRAPHIC SCALE
0 20 40 80
rR,/\C r NO, -1-59,00-1 " R,/\C r NO '£-1-57019
EXISTING CURB & GUTTER
F�_ EIXST. R/W
LOT ACA I
FUTURE STREET IMPROVEMENTS
22 13 s 23 S 24 PER CITY DWG NO, 2989
IS
-----------
10:1 TAPER 1 -
EXIST. R/W (il
7R,/\C r NO, 16000
( IN FEET )
I inch = 40 ft
44 ( 43 1 42 1 41 1 40 + M ! llQ I �I
N LID ~
o�
0 o w z RECORD DOCUMENT
0 rn a 0 w These Record Documents have been prepared
SAN SEVAINE ROAD m o� �Q> based P
information provided by others. The
v z N ° Design Professional has not verified the accuracy
� z w and/or completeness of this information and shall
i–Iw m
not be responsible for any errors or omissions
amly be incorporated herein as a resu t
10 CONSTRUCT LOCAL DEPRESSIONS PER A.P.W.A. STD. PLAN N0. 313-1 �e Z 0 y
(LOCAL DEPRESSION DETAILS SEE SHEET 10 OF 1 1)(A.P.W.A. STD'S SEE SHEET 11 OF 1 1) A U
11 CONSTRUCT CATCH BASIN PER A.P.W.A. STD. PLAN NO. 300-2 (SEE SHEET 11 FOR DETAILS) CURVE DATA
13 SAWCUT EXISTING PAVEMENT 2' OFF EDGE PER PLAN
R Q L T
15 CONSTRUCT 4.5" AC PAVEMENT (Min) OVER 12" OF 95% COMPACTED NATIVE
(SEE TYP. SECTION FOR AC PAVEMENT THICKNESS (MIN.) AND GENERAL NOTES 31&32)
A 30.00' 89°54' 14" 47.07' 29.95'
18 REPLACE TEMP. WOOD LIGHT POLE WITH 9500 LUMEN HPSV STREET LIGHT PER CITY STD. DWG. NO. 1016 B 30.00' 90°05'46" 47.17' 30.05'
25 INSTALL 18" RCP (1350–D)
26 PIPE CONNECTION TO EXISTING STORM DRAIN
PER A.P.W.A. STD PLAN 335-1, CASE 1 (SEE SHEET 11 OF 1 1)
PLANS PREPARED FOR REVISIONS Engineer City BENCHMARK Prepared By: CITY OF FONTANA CALIFORNIA
No. A royal Date: Approval Date: pQ �SSH ,y <
.14 p O ALLARD ENGINEERING �° I�q
y SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS CENTERSTONE DEVELOPMENT COMPANY CALTRANS BENCHMARK NO. 8-17 ���'��� '� ��Fti STREET IMPROVEMENT PLANS
i Civil Engineering - Land Surveying - Land Planning ` c
Rl�
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF BRASS CAP IN CONCRETE S.C.E. TOWER LEG. `''Attn: HAL WOODS 8253 Sierra Avenue Z Drawn By: TRACT NO.15961 Scale:
APPROVAL SHOWN HEREON AND CARRIED FORTH IN A ' F � m "'
DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE 3500—B WEST LAKE CENTER DRIVE 343 N/0 HIGHLAND AVE., 0.2 MI. W/0 SAN Fontana, California 92335 W No. 43976 JK/WF SAN SEVAINE ROAD1 = 40SEVAINE RD. IN SOUTH CONCRETE BASE OF � Ex . 6/30/05DIALTW❑ W❑RKING REVISIONS TO THE PLANS TO BRING THEM INTO ' (9 9) 356-1815 Fax (909) 356-1795 PBEF❑RE DAYS BEF❑RECONFORMANCE WITH CONDITIONS AND STANDARDS SANTA ANA, CALIFORNIA 92704 S.C.E. TOWER 19.5; 2.65 MI. W. ALONG Designed By: FROM N;LY f 500' OF BASELINEDate:
Y❑U DIG IN EFFECT. HIGHLAND AVE. FROM SIERRA AVE. v CIVIL JM T N'L + MAY 2002
Y❑U DIG(714) 437-0800 ____— 5- -o rF o�
ELEVATIONS of CALIF Checked By f ZL•e L Dwg. No. $
0 A PUBLIC SERVICE BY UNDERGR❑UND00ER ICE ALERT 1 428.6090 David S. ammer, (expires s 6/3❑/2❑❑5) Date RD Approved: CITY ENGINEER �� R.C.E. 51152 2987 11
Filename: M:\DWG\17901\TR15961\STREETS\SANSEV–STR8.dwg