HomeMy WebLinkAbout5974STORM DRAIN MANHOLE
STREET LIGHT PULL BOX
ASPHALT CONCRETEAC
REINFORCED CONCRETE PIPERCP
PB PULL BOX
SMH SEWER MANHOLE
SW SIDEWALK
C&G CURB AND GUTTER
ECR END CURB RETURN
BCR BEGIN CURB RETURN
ORIGINAL GROUNDOG
LEFTLT
RIGHT OF WAYR/W
MAXIMUMMAX
END VERTICAL CURVEEVC
END CURVEEC
BEGIN VERTICAL CURVEBVC
BEGIN CURVEBC
MECHANICAL JOINTMJ
SEWER CLEANOUTSCO
IRON PIPE AND TAGIP&T
FLANGED ENDFE
STEEL
CABLE TVCATV
STL
L
SEWER
SQUARE
SHEET
SCHEDULE
SOUTHERN CALIFORNIA EDISON
RETAINING
PROPOSED
PLAIN END
NUMBER
NORTH
NOT TO SCALE
NATURAL GROUND
MINIMUM
GAS
GATE VALVE
GRADE BREAK
FLANGE
FLOW LINE
FORCE MAIN
EXISTING
EAST/ELECTRIC
CLEAR
CLASS
CENTERLINE
CAST IRON
BLOCKBLK
CI
C
CL
CLR
E
EXIST
FM
FL
FLG
GB
GV
G
MIN
NG
NTS
N
NO
PE
PROP
RET
SCE
SCH
SHT
SQ
S
WATER METER
SEWER MANHOLE
CATV
T
PROPERTY LINE
SPRINKLER SYSTEM
CABLE TELEVISION LINE
TELEPHONE LINE
ELECTRICAL LINE
GAS LINE
WATER LINE
SEWER LINE
CENTERLINE
NEW CONSTRUCTION
EXISTING CONSTRUCTION
BUILDING
TREE
BLOCKWALL
FENCE
SURVEY MONUMENT
GUY WIRE
WATER VALVE
FIRE HYDRANT
POWER POLE
SP
E
G
W
S
CL
STREET LIGHT
SEWER CLEANOUTCO
S
D
WM
SL
TRAFFIC SIGNAL PULL BOXTS
WV
SIGN
VAULT VENT
IRRIGATION CONTROL VALVEICV
ELECTRICAL MANHOLE
CABLE TV PULL BOX
CORING LOCATION
ELECTRICAL PULL BOX
TV
E
E
RIGHTRT
EDGE OF PAVEMENT
HPG
ASPHALT RUBBER HOT MIXARHM
SDMH STORM DRAIN MANHOLE
EP
EDGE OF GUTTEREG
HIGH PRESSURE GAS
SL STREET LIGHT
MANHOLE MH
STREET IMPROVEMENT GENERAL NOTES
REVISION DESCRIPTIONREV.DATE ENGR.CITY DATE
DATE:
DATE:
PREPARED BY:
MM
SM
SM
MARIE MARSTON, RCE 38798
TRT G
I
N
E
ERCE 38798
Exp. 03/31/25
S
T C
A
T
AM
REGIS
I V I L R N I A
N
O
R
F
R E
E EI
D P R O
S
O
RAM
ESS I
N
A
L
E
N
E
FO OLCAFI
17782 17th Street, Suite 200
Tustin, California 92780
Phone: 714.665.4500
LOCATION MAP
NOT TO SCALE
CITY OF FONTANA
STREET IMPROVEMENT PLANS
FOR THE INTERSECTION OF
SOUTH HIGHLAND AVENUE
AND MANGO AVENUE
LEGEND
UNDERGROUND UTILITIES AND STRUCTURE
PRIVATE ENGINEER 'S NOTICE TO CONTRACTORS
SIGNAL INTERCONNECT CABLESIC
ABBREVIATIONS
SHEET INDEX
CAB CRUSHED AGGREGATE BASE
SOUTHERN CALIFORNIA GASSCG
1 CURB RAMP AND TS CONDUIT PLACEMENT 03/20/25 MM
6/15/23
GLK 4/29/25
TYPICAL SECTION
SOUTH HIGHLAND AVENUE
27+39.14 TO 28+07.38
NOT TO SCALE
TYPICAL SECTION
SOUTH HIGHLAND AVENUE
26+24.76 TO 27+39.14
NOT TO SCALE
TYPICAL SECTION
SOUTH HIGHLAND AVENUE
28+07.38 TO 30+11.49
NOT TO SCALE
TYPICAL SECTION
SOUTH HIGHLAND AVENUE
30+11.49 TO 31+69.50
NOT TO SCALE
DATE:
DATE:
REVISION DESCRIPTIONREV.DATE ENGR.CITY DATE PREPARED BY:
TRT G
I
N
E
ERCE 38798
Exp. 03/31/25
S
T C
A
T
AM
REGIS
I V I L R N I A
N
O
R
F
R E
E EI
D P R O
S
O
RAM
ESS I
N
A
L
E
N
E
FO OLCAFI
17782 17th Street, Suite 200
Tustin, California 92780
Phone: 714.665.4500
CONSTRUCTION NOTES
CONSTRUCT 2" X 4" REDWOOD HEADER BOARD BETWEEN THE NORTH SIDE OF THE
PROPOSED AC DIKE AND THE EXISTING GROUND DIRT PARKWAY
ENT 5
6/15/23
1525
1526
1527
1528
1529
1530
1531
1532
1532
15
3
2
1532
1531
153
1
1
5
2
8
1
5
2
7
152
6
152
5
22
23
24
25
26
27 28 29 30 31 32
48
49
50
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO F
O
F
O
F
O
EEEE
E
E E
E
E
CALTRANS
EXIST CENTERLINE
CALTRANS R/W
EXIST CENTERLINE
SOUTH HIGHLAND AVENUE
MA
N
G
O
A
V
E
N
U
E
EXIST SOUND WALL
EXIST SOUND WALL
CURB FL
Line TaEle
Line
DL1
Length
273.9'
DireFtion
S89 43' 41.36"W
Curve TaEle
Curve
DC1
DC2
DC3
DC4
Length
19.10'
105.75'
75.59'
75.58'
Radius
759.00'
350.00'
960.00'
960.00'
Delta
126'30"
1718'44"
430'40"
430'40"
Tangent
9.55'
53.28'
37.81'
37.81'
C1
C2
L1 1333.51'S89 43' 41.36"W
72.94'290.00'1424'38"36.66'
631.87'720.00'5016'56"337.90'
DL2 7.02'S85 45' 38.54"E
DATE:
DATE:
REVISION DESCRIPTIONREV.DATE ENGR.CITY DATE PREPARED BY:
TRT G
I
N
E
ERCE 38798
Exp. 03/31/25
S
T C
A
T
AM
REGIS
I V I L R N I A
N
O
R
F
R E
E EI
D P R O
S
O
RAM
ESS I
N
A
L
E
N
E
FO OLCAFI
17782 17th Street, Suite 200
Tustin, California 92780
Phone: 714.665.4500
CONSTRUCTION NOTES
COLD MILL EXISTING AC PAVEMENT 2"
CONSTRUCT 2" AC OVERLAY
CONSTRUCT 2" 0.17' AC OVERLAY OVER 0.38' AC OVER 0.35' CAB OVER MIN. 95%
COMPACTED SUBGRADE. THE 2" AC OVERLAY SHOULD BE CONSTRUCTED WITH THE
ADJACENT 2" GRINDING AND OVERLAY AREAS WITHIN THE INTERSECTION AT THE SAME
TIME
REMOVE EXISTING CURB AND GUTTER
CONSTRUCT 8" HIGH CURB AND GUTTER PER CITY OF FONTANA STD PLANS NO. 1000
REMOVE EXISTING SIDEWALK FROM EXISTING CURB RAMP TO ADJACENT ECR OR BCR
CONSTRUCT 4" THICK PCC SIDEWALK PER CITY OF FONTANA STD PLANS NO. 1006
EXISTING CONCRETE SLAB WAS FOUND 2' BELOW GROUND SURFACE AT THE POLE F
LOCATION DURING POTHOLING. SEE TRAFFIC SIGNAL PLANS FOR POLE F LOCATION.
CONTRACTOR SHALL REMOVE THE CONCRETE SLAB BEFORE INSTALLING THE POLE F
FOUNDATION. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF
THE CONCRETE SLAB AND RESTORATION OF EXISTING IMPROVEMENTS IN KIND.
CONTRACTOR SHALL REMOVE, REROUTE, AND REPLACE THE ADJACENT EXISTING
IRRIGATION LINES WITH NEW IRRIGATION LINES AFTER THE INSTALLATION OF POLE F
FOUNDATION. COST OF IRRIGATION LINE RECONSTRUCTION, CONCRETE SLAB REMOVAL,
EXISTING IMPROVEMENTS RESTORATION, AND ASSOCIATED WORK SHALL BE INCLUDED IN
THE COST FOR BID ITEM "TRAFFIC SIGNAL INSTALLATION COMPLETE PER CONTRACT PLANS"
CONSTRUCT 2" X 4" REDWOOD HEADER BOARD BETWEEN THE NORTH SIDE OF THE
PROPOSED AC DIKE AND THE EXISTING GROUND DIRT PARKWAY
LEGEND
COLD MILL 0.9' EXISTING AC PAVEMENT SECTION AND
CONSTRUCT 0.17 2"' AC OVERLAY OVER 0.38' AC OVER 0.35' CAB
OVER MIN. 95% COMPACTED SUBGRADE
COLD MILL 2" EXISTING AC PAVEMENT AND CONSTRUCT 2" AC
PAVEMENT
REMOVE 4" EXISTING SIDEWALK AND CONSTRUCT 4" PCC
SIDEWALK
1 CURB RAMP AND TS CONDUIT PLACEMENT 03/20/25
1
1
1
MM
6/15/23
GLK 4/29/25
HIGHLAND AVENUE
MA
N
G
O
A
V
E
N
U
E
1530.11 TC
1529.43 FL
1530.84 TC
1530.27 FL
5.0%
MAX
EXIST R/W
1529.77 TC
1529.77 FL
1529.69 TC
1529.69 FL
1.5%
1531.01 TC
1531.01 FS
1530.74 TC
1529.90 FS
1.
5
%
4.8
%
1530.63 TC
1529.76 FS
1530.38 TC
1530.38 FS
7.4
%
4.
5
%
1530.94 TC
1530.27 FL
6.
9
%
1.5%
EXIST SW SCORE LINE
5.0%
MAX
HIGH
L
A
N
D
A
V
E
N
U
E
7
.
1
%
1532.29 FS
1532.35 FS
1
.
5
%
1532.57 TC
1531.97 FL
1532.51 TC
1531.90 FL
6
.
9
%
1
.
5
%
2.1%
4.6%
5
%
M
A
X
1532.83 TC
1532.83 FL
1532.74 FS
1532.57 TC
1532.57 FL
1532.47 FS
1532.73 TC
1532.44 FL
1532.67 TC
1532.38 FL
5
%
M
A
X
DATE:
DATE:
REVISION DESCRIPTIONREV.DATE ENGR.CITY DATE PREPARED BY:
TRT G
I
N
E
ERCE 38798
Exp. 03/31/25
S
T C
A
T
AM
REGIS
I V I L R N I A
N
O
R
F
R E
E EI
D P R O
S
O
RAM
ESS I
N
A
L
E
N
E
FO OLCAFI
17782 17th Street, Suite 200
Tustin, California 92780
Phone: 714.665.4500
DETAIL 1
DETAIL 3
4
4 NORTHWEST CORNER
SOUTHEAST CORNER
CONSTRUCTION NOTES
1 CURB RAMP AND TS CONDUIT PLACEMENT 03/20/25
1
1
1
MM
6/15/23
GLK 4/29/25