HomeMy WebLinkAboutRhody & West ValleySECTIONS I I & 14 T 29 N., R.I W.W.M.
I, PROJECT LIMITS
STRUCTURE
NOTES
NOTE
THE FIRST NUMBER OF
11 CODE" REFERS TO THE
SHEET NUMBER OF THE
CONTRACT PLANS. THE
SECOND NUMBER REFERS
TO THE CONSTRUCTION
FEATURE FOUND ON THE
PARTICULAR SHEET.
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CODE
STATION
.-1
14+50t: 401 Lt.
I -2
12 +15 TO 13+ 10 Lt.
96
1 -3
12 +9v TO 14 +80 Lt.
190
1 -4
13 +10 35' Lt.
I
1 -5
15 +52 12' Rt.
I
1 -6
0 +40 TO 3 +50 Lt.
310
SUMMARY OF
QUANTITIES
ITEM
NO.
TOTAL
QUANTITY
UNIT
ITEM
1.
L.S.
L.S.
MOBILIZATION
2.
L.S.
L.S.
CLEARING AND GRUBBING
3.
L.S.
L.S.
ROADWAY EXCAVATION INC. HAUL
4.
70
C.Y.
SELECT GRAVEL BORROW
5.
20
HOUR
COMPACTOR UNITS
6.
10
M. GAL.
WATER
7
1
L.S.
PRECAST DRYWELL JEFFERSON COUNTY TYPE IA INSTALLED
8,
1
EA.
ADJUST WATER VALVE TO GRADE
9.
630
T.
ASPHALT CONCRETE CLASS "B" INC. PAVING ASPHALT
10,
500
L. F.
ASPHALT CONCRETE CURB
II.
2.5
T.
ASPHALT FOR TACK COAT
12.
96
L. F.
I'W" BEAM GUARDRAIL TYPE 1
13.
1
EA.
BEAM GUARDRAIL ANCHOR TYPE I
EXISTING TELE.
POLE & PED. 21`
O+ 54
BEACON TO BE INSTALLED
BY JEFFERSON COUNTY } EXISTING POWER POLE
w
3
Not To Scale ry
m
CD \l /
RHODY DRIVE CDii +I
u\
INTERSECTION CIONTROL BEACON N
IV
A
EXISTING TELE POLE
NOTE SERVICE AND GUY WIRE LOCATIONS WILL BE DETERMINED AFTER UTILITY RELOCATION
Z N
� N
L A.C. PAVEMENT CLASS "B"
2 DEPTH
171 V PR \E`'
ASPHALT CONCRETE CURB 131
SELECT GRAVEL BORROW
EXISTING B.S.T.
0.20' COMPACTED DEPTH W. VALLEY ROAD
NOT TO SCALE
ASPHALT CONCRETE CUR
VARIES
— �Ic
SELECT GRAVEL BORROW
0.201 COMPACTED DEPTH
* MATCH EXISTING SLOPE
I A C. PAVEMENT CLASS "B"
211 COMPACTED DEPTH
21'
— EXISTING A.C. PAVEMENT
RHODY DRIVE
NOT TO SCALE
SHEET I OF I
\q X
5 /H'
RESIAR
+ Ii
ECTION
IS _
ViWIr Pr
RM� PI
GROryf
I
1 Bectrn P,
A
0
I • �
I
R... P,
VICINITY MAP
NOT TO SCALE
I
0 O" DIA
I h
I •••
—� -- UNIT S PER STD PLAN 11-16 OR EoYIV.
(2 RE GUIRED)
DETAIL - CONCRETE BASE
NOTES:
Yl r-(-- w ETD PLAWS, � IA• MN, rA1. .
1A /"INaTON STATE DEPARTYERT OF TAARSPORTATIOR
PWII•NM Yjl —OII NDI
NOT TO SCALE
DRYWELL TYPE 1A
I
APPROVED: 1986
Po�nr
R�If on
U $
L H RES
FORT -RDEN
STATE PARK
CLASS C CONCRETE
G•MIN. TMICKMESS
Mar ro"f ron•
�US
L N RES
�Ov.T
r
Y ry M *st RAI
+Riof Poc ++
Dno» �r
ti.. Coho+
1 Ror +c
SnoIT
Ror
—1
I I
�1
L FRAME AND ORATE
STANDARD PLAN 9-2R
-- ---nr� rrraiT
.� PERFORATIONS
FIp�
LTER i�YRIC
-- OVER GRAVEL
OV ERFILL
GRAVEL BAp(FILL
r 1 FOR DRYWELL
UNIT P PER STD
PLAN B -IA OR EOUIV
D-7 WOVE G 1/2° C-C
1 /0' REBAR I0"C-C
CONCRETE BASE - SEE DETAIL
DETAIL- TYPICAL PRECAST DRYWELL INSTALLATION
CRO607
RHODY DRIVE
WEST VALLEY ROAD
INTERSECTION IMPROVEMENT
CO. RD. NUMBER 514109 MR 0.00 TO M. P 0.08
CO. RD. NUMBER 952007 M.P 4.58 TO M.P 4.70
SCALE IN FEET
50 0 50 100
COUNTY ENGINEER
HAIRPERSON, BOARD OF COUNTY COMMISSIONERS