HomeMy WebLinkAbout2848-5V
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CONTRACTOR SHALL POTHOLE THESE -
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E E E E E E E F E E
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6.50' 25
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EX91T METER, & BACKFLOW
0-PREVENTOR
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EXIST 2 WATER-
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MAXIMUW.-SLOOL3.
OF NEW PAVEMENT
II I.,_ANf DIRECTION AROUND RESTROOM IS 2%.
ti, 4
4
-77 ADJUST RESTROOM FF IF REQUIRED.
2 9 5 ro. 8 5
Ilk
38
z�
D
C
GRADE AREA TO DRAIN
1252.20
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at
4 GRADE ALL DISTURBED
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AREAS TO DRAIN
35
C�sv
(52.30 1 e .01
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CONIC- V
49 7 0 GRATE
FLIN23 24
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47.53 FL IN
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47.30 FL IN 48.60
CKFILL DEP
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ION
RECSSION 47.10 FL OUT
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AND GRADE TO DRAIN
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CURB INLET PER STD. DETAIL 121
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G
G
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35,.5(±) 18" RCP D-3000 0 1.5,%(±)
s s
8" VCP
2" GAS :7
w w w ____ w w w w ___ w
8" WATER
CONTRACTOR SHALL POTHOLE THESE -
t, 3-1 0
G AV
s s s wF
bi
G G G
26 JJ
2
-.48-.90 INV LAJ
0 CROSSING
w w w w w
--ORA NGf w WAY
LA
G
C)
DW- (2 PEELINE ICRQSSING& E E E
E E E E E E E F E E
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.2 MA:
----- - -l!%Nb
6.50' 25
z
EX91T METER, & BACKFLOW
0-PREVENTOR
C>
+
'CONC 37 15
EXIST 2 WATER-
--z
10.00
E 5 N_
-A
A
A\
k.
F 9 c,
1252"-, 67 I 'f1 9. INV
0110 2 NOR*'
n_ju A L�
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MAXIMUW.-SLOOL3.
OF NEW PAVEMENT
II I.,_ANf DIRECTION AROUND RESTROOM IS 2%.
ti, 4
4
-77 ADJUST RESTROOM FF IF REQUIRED.
2 9 5 ro. 8 5
Ilk
38
z�
D
C
GRADE AREA TO DRAIN
1252.20
k\ �11 Ki ROSE.. GARDEN
at
4 GRADE ALL DISTURBED
A
l -N -A
V 37
AREAS TO DRAIN
35
C�sv
(52.30 1 e .01
" I
CONIC- V
49 7 0 GRATE
FLIN23 24
�vi_ E
___49.8 GRATE::} 8
47.53 FL IN
1 Q .9
-1, 47.43 FL OUT 8,.p5 FL OUT
Ja
%
'2.27 "k
so
r
so,
So.
12, t0`5 'i,
-7
80 FG
5 4:1 --SD
52.0TC
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10X38 a•
CROSS GUTTER 5
5145o4 4
I e.. X
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-4 1 - 4 A d
15
Tc
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PCR
3
4
10 N G X, -y
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51.80 TC
1+
T
3) V\1".f".4A
51.5k. 5
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51.30 [CL
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x I& -A 7 L8 4^
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21 y
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X K X
10 RfM•-RIKA
</ �25 z5-0ZG-
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47.30 FL IN 48.60
CKFILL DEP
lye BA (46.8 FL)
ION
RECSSION 47.10 FL OUT
ly ------
AND GRADE TO DRAIN
X Y
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CONSTRUCTIQN. IND"
FINISHED GRADE CONTQUR
�
CURB INLET PER STD. DETAIL 121
U UVR�Tkr_ I L ljrXMVI 1 1 WMLL
Go TTION NOTES
RESTROOM BUILDING.SEE ARCHITECTURAL DRAWINGS
17
35,.5(±) 18" RCP D-3000 0 1.5,%(±)
33
RELOCATED TRASH RECEPTACLE PER DWG C-1.
1. CONTRACTOR SHALL SUBMIT FOR APPROVAL PROPOSED
CATCH BASIN PER STD. DETAIL 116
(D`18N24" PLANTER CELL (TYP OF 10 PLACES)
@71.5(±)
18" RCP D-1350 0 0.5%
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INSTALL ADJACENT TO AND CENTERED ON EXIST COLUMN.
JOINTING PLAN FOR PLATFORM, WALKWAY AND ROADWAY PAVEMENT.
HA E SI
OTOP/FQE
OF SLOPE (TYP)
24
1061(±) 10" SDR 35 PVC
(34
RELOCATED NEWSPAPER VENDING BOX PER DWG C-1.
TO E ING J T LAYOUT.
@)
INFORMATION KIOSK
FIELD LOCATE CONNECTION POINT
70'(±) 12- SDR35 PVC 0 0.5%
z
INSTALL AT EDGE OF EXIST PAVEMENT.
2. FOR BIDDING PURPOSES THE CONTRACTOR SHALL ASSUME THE FOLLOWING:
♦
BUS SHELTER. SEE ARCHITECTURAL PLANS
20
108"(±) 10- SDR35 PVC 0 1 %
35
INSTALL SALVAGED BENCHES
AC PAVEMENT SECTION FOR SIERRA AVE. IMPROVEMENTS: 6-1/2" ASPHALT
CEMENT OVER 12" AGGREGATE BASE.
I f
TRAVEL. 276 WAX CROSS SLOPE
PROPOSED SITE LIGHTING. SEE DWG E-1
13'(1) 8" SDR35 PVC 0 2%
Q MATCH EXIST I STAWAWN
T N
FINAL AC PAVEMENT SECTION SHALL BE BASED R -VA" TESTS PROVIDED
TO THE OWNER BY THE CONTRACTOR.-'-__`
v
FINISHED GRADE CONTQUR
�
CURB INLET PER STD. DETAIL 121
U UVR�Tkr_ I L ljrXMVI 1 1 WMLL
SET TOP OF WALL 6" BELOW TOP OF CURB.
O
DAYLIGHT / LIMITS OF GRADING23
CATCH BASIN PER STD. DETAIL 116
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07 CONNECT TO EXIST 2" WATERLINE DOWN STREAM
OTOP/FQE
OF SLOPE (TYP)
24
1061(±) 10" SDR 35 PVC
OF EXIST BACKFLOW PREVENTOR.
PROTECT IN PLACE
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JUNCTION BOX WITH GRATE
FIELD LOCATE CONNECTION POINT
10
z
38 ADA ACCESIBLE PATH OF TRAVEL FROM PUBLIC WAY
w
MATCH EXISTING
26
6" VCP SEWER (RUBBER GASKETED JOINTS)
TO ALL STRUCTURES. 5-76 MAX SLOPE IN PATH OF
TRAVEL. 276 WAX CROSS SLOPE
ONC ETE PAVEMENT 27 SEWER CLEANOUT PER STD DET
@AC PAVEMENT PER DRAWING C-3 28 4"x8" WYE
@ 8" CONCRETE CURB AND GUTTER PER STD. DETAIL 101 29 2" COPPER WATER SERVICE LINE
04 8" CONCRETE CURB PER STD. DETAIL 101 O NOT USED
15 CONCRETE SIDEWALK 31 NOT USED
16 PEDESTRIAN RAMP PER STD. DETAIL 104A 32 REMOVE AND REPLACE EXISTING WATERMAN. SEE DETAIL
r
3. ALL A I b LL 15 THICK. SEE DETAIL: C48
QNCRETE PLATFORMS AND SIDEWALKS SHALL BE
4. INSTALL SALVAGED SHELTER FURNISHINGS AS DIRECTED. INSTALLATION OF
FURNISHING TO MATCH EXIST INSTALLATION (ANCHORAGE, FOUNDATIONS
BOLTING, ETC)
20' 10' 0 20' 40'
SCALE IN FEET
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0
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DRAWING SHEET
C-2 /
OF SHEETS
;CALE
l'-20'
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w
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DRAWING SHEET
C-2 /
OF SHEETS
;CALE
l'-20'