HomeMy WebLinkAbout4312-21..........._ .. . ....... ......
PROPOSED c
,–"Tl
X!I ST I N G
37 3 —0050%
--
GROUND
irr)
.... .......
...... . ..... . ....
co
----------
------ . ... ... ......... ro
..... .... ...... 7-1-7-7
+
co
ILO
11 H.21 I I
NOTE:
SEE TABLES FOR EXISTING FENCE, GATE,
MAIL BOX AND TREE REMOVAL SHEETS 47-51
237-122-07
237-131-12
LIMIT OF GRADING
------------------------
----------------- ----- —
0
0
cq
N
N
--5--202 --S— cl) 1.
LU
LU
CO)
---------------
z
J LU
x UJI
.............. ---------------------------
I? ------------------------ - I
All
cl)
E
L- /% I %J I 1 1 14 %j I %I VV
BEGIN 3" GRINDL-
193-281-17 m +
& OVERLAY c� z cr 01
U
CONSTRUCTION NOTES 42 0
193-281-13 j
LO
F--] CONSTRUCT 61/2" AC OVER 4" CAB ADJUST MANHOLE TO GRADEPER CITY OF FONTANA STD. NO. 2000 N ca (.044
C;
U') :3
GRIND. -EXISTING AC PAVEMENT AND PLACE OVERLAY CONSTRUCT TYPICAL MEDIAN TREATMENT SEE LANDSCAPE PLANS + 0 V)
- - @ co 3r. — 193-281-18
22 CONSTRUCT 811 CURB PER CITY OF FONTANA STD. NO. 1000 REMOVAL NOTES cn < x 193-281-07
32 POWER POLE TO BE RELOCATED (BY OTHERS) V) LLJ
@ 0 CONSTRUCT 4" PCC SIDEWALK PER CITY OF FONTANA STD. NO. 1006 O
ADJUST SEWER MANHOLE TO GRADE PER INLAND EMPIRE UTILITIES REMOVE EXISTING AC PAVEMENT RECORD DRAW+tJ&
21 CONSTRUCT 8" CURB & GUTTER PER CITY OF FONTANA STD. NO. 1000 AGENCY STD. PLAN 42 REMOVE EXISTING AC CURB SCALE IN FEET
RELOCATE 2–WIRE CATHODIC TEST STATION (CPTS)
43
PER IEUA DETAIL RELOCATE 4" COMBINATION AIR AND VACUUM RELIEF O
44 VALVE, P I P I NG AND APPURTENANCES PER I EUA DETA I L :0 40 80 120
REV. REVISION DESCRIPTION DATE ENGR. CITY DA Prepared Under The Supervision Of i
CITY OF FONTANA, CALIFORNIA
11F -
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT < J U R U PA AVENUE STREET IMPROVEMENTS
e. e-23 COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL DRAWN BY.
........ .... A&" AAAAAA~ IAS T. KIM
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, m MM LAYOUT PLAN i = �=:�
HDR ENGINEERING, INC. DIAL TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO No. C 57374 DESIGNED V 1; DATE:
BEFORE UAT5 BEFORE BRING THEM INTO CONFORMANCE WITH CONDITIONS 12-31-09 KRW STA 190+40 TO STA 202+40 12/5/2007
YOU DIG
2880 MARKET STREET, SUITE 100 YOU DIG
AND STANDARDS IN EFFECT. OF C kV* CHECKED BY. APPROVED BY: DRAWING NO.: 12i
RIVERSIDE, CA 92501 TOLL FREE 1-800-227-2600 I'V, 4 Date i 12/5/07
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT - -- TK 4312 47
63/��/G
(951) 320-7300 CITY ENGINEER R.C.E. 51152 DATE:
\\ora-- til srvol \\u stn pro j\200093\003\pro ject—drawin qs\la you ts\20009,3el 3. dqn 12 /11 /2007 5:00:49 PM DFL TUSER
-----------
+
----------------------------
0
Im
0
04
777
-
LU
LU C0
x
CO)
UJI
lim z
4 c
UJI .j
x
0
-- ----
1 90+47
n 7
193-281-14 EX I ST I NG R/W
237-131-12
LIMIT OF GRADING
------------------------
----------------- ----- —
0
0
cq
N
N
--5--202 --S— cl) 1.
LU
LU
CO)
---------------
z
J LU
x UJI
.............. ---------------------------
I? ------------------------ - I
All
cl)
E
L- /% I %J I 1 1 14 %j I %I VV
BEGIN 3" GRINDL-
193-281-17 m +
& OVERLAY c� z cr 01
U
CONSTRUCTION NOTES 42 0
193-281-13 j
LO
F--] CONSTRUCT 61/2" AC OVER 4" CAB ADJUST MANHOLE TO GRADEPER CITY OF FONTANA STD. NO. 2000 N ca (.044
C;
U') :3
GRIND. -EXISTING AC PAVEMENT AND PLACE OVERLAY CONSTRUCT TYPICAL MEDIAN TREATMENT SEE LANDSCAPE PLANS + 0 V)
- - @ co 3r. — 193-281-18
22 CONSTRUCT 811 CURB PER CITY OF FONTANA STD. NO. 1000 REMOVAL NOTES cn < x 193-281-07
32 POWER POLE TO BE RELOCATED (BY OTHERS) V) LLJ
@ 0 CONSTRUCT 4" PCC SIDEWALK PER CITY OF FONTANA STD. NO. 1006 O
ADJUST SEWER MANHOLE TO GRADE PER INLAND EMPIRE UTILITIES REMOVE EXISTING AC PAVEMENT RECORD DRAW+tJ&
21 CONSTRUCT 8" CURB & GUTTER PER CITY OF FONTANA STD. NO. 1000 AGENCY STD. PLAN 42 REMOVE EXISTING AC CURB SCALE IN FEET
RELOCATE 2–WIRE CATHODIC TEST STATION (CPTS)
43
PER IEUA DETAIL RELOCATE 4" COMBINATION AIR AND VACUUM RELIEF O
44 VALVE, P I P I NG AND APPURTENANCES PER I EUA DETA I L :0 40 80 120
REV. REVISION DESCRIPTION DATE ENGR. CITY DA Prepared Under The Supervision Of i
CITY OF FONTANA, CALIFORNIA
11F -
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT < J U R U PA AVENUE STREET IMPROVEMENTS
e. e-23 COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL DRAWN BY.
........ .... A&" AAAAAA~ IAS T. KIM
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, m MM LAYOUT PLAN i = �=:�
HDR ENGINEERING, INC. DIAL TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO No. C 57374 DESIGNED V 1; DATE:
BEFORE UAT5 BEFORE BRING THEM INTO CONFORMANCE WITH CONDITIONS 12-31-09 KRW STA 190+40 TO STA 202+40 12/5/2007
YOU DIG
2880 MARKET STREET, SUITE 100 YOU DIG
AND STANDARDS IN EFFECT. OF C kV* CHECKED BY. APPROVED BY: DRAWING NO.: 12i
RIVERSIDE, CA 92501 TOLL FREE 1-800-227-2600 I'V, 4 Date i 12/5/07
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT - -- TK 4312 47
63/��/G
(951) 320-7300 CITY ENGINEER R.C.E. 51152 DATE:
\\ora-- til srvol \\u stn pro j\200093\003\pro ject—drawin qs\la you ts\20009,3el 3. dqn 12 /11 /2007 5:00:49 PM DFL TUSER