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WEDGE WITH (0.251 THK.)(D
ASPHALT CONCRETE
OUTLET STRUCTURE
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PLAN VIEW BEGIN OUTLET SR.
D ETAI L A-
N.T.S.
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WEDGE WITH (0.251 THK.)(D
ASPHALT CONCRETE
OUTLET STRUCTURE
_.,-CURB & GUTTER
PLAN VIEW BEGIN OUTLET SR.
D ETAI L A-
N.T.S.
R/W'- +\
NO=
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---------- -4
39 40
PROFILE
SME: HORIZ 1*=Q9
VERT 1 * =4v
0
z EXISTING A.C. PAVEMENT PER PLAR 1' PER PLAN man— one—
MIN.
C; PROPOSED A.C. PAVEMENT COLDPLANE EXIST. A.C. PAVEME SAWCUT AND REMO`VE (MIN. 0.1 1 THICKNESS) AND EXISTING A.C. PAVMP
OVERLAY (MIN. 0. 1 THICKNESS—)
TYPICAL PAVEMENT JOIN DETAIL N.T.S. X
Go
C!
C4
DRAWN BY:
CHECKED BY:
I+
0 C,4 00
4 6
41
PP NONUM
MH TEL
BOX ELEC
BOX TEL
20+00.00 ARROW
SCC 40+00.00 LOCUST
IGLGT
,/S MH TEL
r'%r'% A A
BOX SCC
MH STMDR.
?O \I,- "Ql TMDR FL
PP2179004E
iH TE DM
DM
SEE SHEET 3CITY OFFONTANA, CALIFG N,11,
STREET IMPROVEMENT PLANS. ARROW ROUTE SCALE:
As Noted
ARROW ROUTE LOCUST AVENUE -_ - DATE:
11/07/2002 MARK CHANGES NO CHANGES RESIDENT ENGINEER
DRAWIN NO.: 4 7. zkr ,&
_? qy�o FIELD CHANGES
CrrY WC71NEER TLC.E. 51132 DATE 0 6
DATE
42
G
S 41P.
W
n Au
F%f TV
No. 31490 Exp. 12/31/08
IV
0
8
SCALE: 1 =40'
0 10 20 40 so 120
0
3
4
5
6
7
9
10
1 1
12
13
14
19
U
CONSTRUCTION NOT. ES:
SAW CUT & REMOVE a portion of existing pavement.
PLACE (0.41' Thk.) Asphalt Concrete over (0.35' Thk.) Cl. 2 Aggregate Base.
PLACE 0.25' Thk.) Asphalt Concrete (Misc. Area)
PLACE Asphalt Concrete Dike per Co. Std. Dwg. 117.
CONSTRUCT Asphalt Concrete Driveway per Special Dwg. 130b.
CONSTRUCT Sidewalk Type *C" per Co. Std. Dwg. 109. (Top of Box)
CONSTRUCT Er Curb & Gutter per Co. Std. Dwg. 1 1 5. SAW CUT existing RCP and CONSTRUCT Storm Drain Cleanout. per County
Std. 208,___ S.D.Cleanout 0 Rt.Sta. 36+71 (X=4.005 Y:�=_4_.0_09v V=2.39')
CONSTRUCT 5' x 1' R.C.B. w/ Flat Invert (use 1 O' max.
earth cover as shown in reinf. table per State Std. D80.
CONSTRUCT Curb Outlet Structure per Co. Std. 21 0 (MODIFIED).
Transition 8* to 12" Curb Face at flow line as shown on Profile of this Sheet.
INSTALL 36r Manhole Frame & Cover per Co. Std. 205
1
INSTALL 24! Manhole Frame & Cover per Co. Std. 204
COLD PLANE (0.10" thk.) existing asphalt concrete pavement and Place
(0.10" Thk.) Type A Asphalt Concrete Overlay per Detail Hereon.
Utilities to be RELOCATED ` Others.
Dy
.(See Note U. of General Notes on Sheet No. 1)
COUNTY OF SAN BERNARDINO LOCUST AVENUE
DEPARTMENT OF PUBLIC WORKS I
= AT ARROW ROUTE
DRAWN BY DESIGNED BY PROJ. ENGR. RECOMMENDED /APPROVED BY DJ DJ HZ SUBMITTED BY ASSISTANT DIRECTOR DATE FROM STA. 37+12 TO STA. 39+87
CHIEF DESIGN ENGINEER
J.L REF. W.O. NO. PLAN SCALE, SHT. NO. TOT. - SHT'S.
DATE DIRECTOR OF PUBLIC WORKS DATE JL 8684 HF0006 1 0 = 40 1 4 6
T.C. RETURN DATA
_Q A R L T A 8W55'09r 35.00' 54.93' 34.95'
B 9(703'1 1" 20.00' 31.43 20.02"
g(TO613.T 30.00' 47.18' 30.069
OD
N
E
C
E
a
I -W
2-2,
4 4
NO=
I--- ---------- J__ -- --- - ---- IT . . . . . . . ..... . ------ - - -------- - - - --------- - __2
. .... .. ...... ------ ----- r I- - - - - - - ---- - - ------ ---- -- - -4- A.j 4 4 t _T II --t7- 4. ....... I—- ----------- ---- -- - ---- - ---------- - ------- 4 - - - - - - - - - - - ---- ---- _T_ �7: 7:1 -----------
---------- -4
39 40
PROFILE
SME: HORIZ 1*=Q9
VERT 1 * =4v
0
z EXISTING A.C. PAVEMENT PER PLAR 1' PER PLAN man— one—
MIN.
C; PROPOSED A.C. PAVEMENT COLDPLANE EXIST. A.C. PAVEME SAWCUT AND REMO`VE (MIN. 0.1 1 THICKNESS) AND EXISTING A.C. PAVMP
OVERLAY (MIN. 0. 1 THICKNESS—)
TYPICAL PAVEMENT JOIN DETAIL N.T.S. X
Go
C!
C4
DRAWN BY:
CHECKED BY:
I+
0 C,4 00
4 6
41
PP NONUM
MH TEL
BOX ELEC
BOX TEL
20+00.00 ARROW
SCC 40+00.00 LOCUST
IGLGT
,/S MH TEL
r'%r'% A A
BOX SCC
MH STMDR.
?O \I,- "Ql TMDR FL
PP2179004E
iH TE DM
DM
SEE SHEET 3CITY OFFONTANA, CALIFG N,11,
STREET IMPROVEMENT PLANS. ARROW ROUTE SCALE:
As Noted
ARROW ROUTE LOCUST AVENUE -_ - DATE:
11/07/2002 MARK CHANGES NO CHANGES RESIDENT ENGINEER
DRAWIN NO.: 4 7. zkr ,&
_? qy�o FIELD CHANGES
CrrY WC71NEER TLC.E. 51132 DATE 0 6
DATE
42
G
S 41P.
W
n Au
F%f TV
No. 31490 Exp. 12/31/08
IV
0
8
SCALE: 1 =40'
0 10 20 40 so 120
0
3
4
5
6
7
9
10
1 1
12
13
14
19
U
CONSTRUCTION NOT. ES:
SAW CUT & REMOVE a portion of existing pavement.
PLACE (0.41' Thk.) Asphalt Concrete over (0.35' Thk.) Cl. 2 Aggregate Base.
PLACE 0.25' Thk.) Asphalt Concrete (Misc. Area)
PLACE Asphalt Concrete Dike per Co. Std. Dwg. 117.
CONSTRUCT Asphalt Concrete Driveway per Special Dwg. 130b.
CONSTRUCT Sidewalk Type *C" per Co. Std. Dwg. 109. (Top of Box)
CONSTRUCT Er Curb & Gutter per Co. Std. Dwg. 1 1 5. SAW CUT existing RCP and CONSTRUCT Storm Drain Cleanout. per County
Std. 208,___ S.D.Cleanout 0 Rt.Sta. 36+71 (X=4.005 Y:�=_4_.0_09v V=2.39')
CONSTRUCT 5' x 1' R.C.B. w/ Flat Invert (use 1 O' max.
earth cover as shown in reinf. table per State Std. D80.
CONSTRUCT Curb Outlet Structure per Co. Std. 21 0 (MODIFIED).
Transition 8* to 12" Curb Face at flow line as shown on Profile of this Sheet.
INSTALL 36r Manhole Frame & Cover per Co. Std. 205
1
INSTALL 24! Manhole Frame & Cover per Co. Std. 204
COLD PLANE (0.10" thk.) existing asphalt concrete pavement and Place
(0.10" Thk.) Type A Asphalt Concrete Overlay per Detail Hereon.
Utilities to be RELOCATED ` Others.
Dy
.(See Note U. of General Notes on Sheet No. 1)
COUNTY OF SAN BERNARDINO LOCUST AVENUE
DEPARTMENT OF PUBLIC WORKS I
= AT ARROW ROUTE
DRAWN BY DESIGNED BY PROJ. ENGR. RECOMMENDED /APPROVED BY DJ DJ HZ SUBMITTED BY ASSISTANT DIRECTOR DATE FROM STA. 37+12 TO STA. 39+87
CHIEF DESIGN ENGINEER
J.L REF. W.O. NO. PLAN SCALE, SHT. NO. TOT. - SHT'S.
DATE DIRECTOR OF PUBLIC WORKS DATE JL 8684 HF0006 1 0 = 40 1 4 6
T.C. RETURN DATA
_Q A R L T A 8W55'09r 35.00' 54.93' 34.95'
B 9(703'1 1" 20.00' 31.43 20.02"
g(TO613.T 30.00' 47.18' 30.069
OD
N
E
C
E
a
SCALE: 1 =40'
0 10 20 40 so 120
0
3
4
5
6
7
9
10
1 1
12
13
14
19
U
CONSTRUCTION NOT. ES:
SAW CUT & REMOVE a portion of existing pavement.
PLACE (0.41' Thk.) Asphalt Concrete over (0.35' Thk.) Cl. 2 Aggregate Base.
PLACE 0.25' Thk.) Asphalt Concrete (Misc. Area)
PLACE Asphalt Concrete Dike per Co. Std. Dwg. 117.
CONSTRUCT Asphalt Concrete Driveway per Special Dwg. 130b.
CONSTRUCT Sidewalk Type *C" per Co. Std. Dwg. 109. (Top of Box)
CONSTRUCT Er Curb & Gutter per Co. Std. Dwg. 1 1 5. SAW CUT existing RCP and CONSTRUCT Storm Drain Cleanout. per County
Std. 208,___ S.D.Cleanout 0 Rt.Sta. 36+71 (X=4.005 Y:�=_4_.0_09v V=2.39')
CONSTRUCT 5' x 1' R.C.B. w/ Flat Invert (use 1 O' max.
earth cover as shown in reinf. table per State Std. D80.
CONSTRUCT Curb Outlet Structure per Co. Std. 21 0 (MODIFIED).
Transition 8* to 12" Curb Face at flow line as shown on Profile of this Sheet.
INSTALL 36r Manhole Frame & Cover per Co. Std. 205
1
INSTALL 24! Manhole Frame & Cover per Co. Std. 204
COLD PLANE (0.10" thk.) existing asphalt concrete pavement and Place
(0.10" Thk.) Type A Asphalt Concrete Overlay per Detail Hereon.
Utilities to be RELOCATED ` Others.
Dy
.(See Note U. of General Notes on Sheet No. 1)
COUNTY OF SAN BERNARDINO LOCUST AVENUE
DEPARTMENT OF PUBLIC WORKS I
= AT ARROW ROUTE
DRAWN BY DESIGNED BY PROJ. ENGR. RECOMMENDED /APPROVED BY DJ DJ HZ SUBMITTED BY ASSISTANT DIRECTOR DATE FROM STA. 37+12 TO STA. 39+87
CHIEF DESIGN ENGINEER
J.L REF. W.O. NO. PLAN SCALE, SHT. NO. TOT. - SHT'S.
DATE DIRECTOR OF PUBLIC WORKS DATE JL 8684 HF0006 1 0 = 40 1 4 6
T.C. RETURN DATA
_Q A R L T A 8W55'09r 35.00' 54.93' 34.95'
B 9(703'1 1" 20.00' 31.43 20.02"
g(TO613.T 30.00' 47.18' 30.069
OD
N
E
C
E
a
OD
N
E
C
E
a