HomeMy WebLinkAboutT-229203LEGEND (EXISTING
EXISTING CURVE DATA TABLE*
SAN. SEWER CLEANOUT
FIRE HYDRANT
SAN. SEWER MANHOLE
WATER VALVE
STORM DRAIN MANHOLE
GAS VALVE
TANGENT
TELEPHONE RISER
STORM DRAIN CATCH BASIN
TELEPHONE VAULT
STORM DRAIN CULVERT
1750.00'
987.40'
POWER VAULT
STORM DRAIN MANHOLE
DITCH
JUNCTION BOX
WATER METER
GUARD POST
UTILITY POLE
BRASS PLUG
UTILITY POLE ANCHOR
R/R CROSSING GATE
LUMINAIRE ON UTILITY POLE
R/R CROSSING SIGNAL
SIGN - -
RIGHT OF WAY
LEGEND (PROPOSED)
PROPOSED PAVEMENT WIDENING
NEW OR RELOCATED SIGN AND POST
NOTES:
1. FOR ROADWAY SECTION AND OTHER DETAILS SEE SHEET 2.
2. FOR SITE PREPARATION PLAN SEE SHEET 3.
3. SEE CITY OF RENTON STANDARD PLAN G021 FOR SIGN
MOUNTING AND INSTALLATION.
4. RESTORE ALL DISRUPTED AREAS BACK TO EXISTING CONDITION.
5. CONTACT ALL UTILITY COMPANIES INVOLVED AND
VERIFY ALL EXISTING UTILITIES BEFORE DIGGING.
6. SEE CITY OF RENTON STANDARD PLAN H001 AND H002
FOR CHANNELIZATION MARKERS DETAIL.
7. SEE CITY OF RENTON STANDARD PLAN H009
FOR BIKE LANE SYMBOL.
GENERAL NOTE:
U.S. WEST TEL. WILL BE CONSTRUCTING TEL. VAULTS ON THE
EASTSIDE OF THE ROADWAY FROM SOUTH END TO STA. 95 +57.
CONTRACTOR SHALL CONTACT U.S. WEST TEL. TO VERIFY EXACT
LOCATIONS OF VAULTS.
SEC. 8, T.23 N., R.5 E., W.M.
LW
DOUBLE YELLOW, TYPE 1 AND
TYPE 2d LANE MARKERS
4" WHITE PAINT STRIPE
LW 75 +80
R9 -7 MOD (12 "x18 ")
SEE SHEET 2 FOR DETAILS
L175±73
BEGIN OVERLAY
EXISTING PAVEMENT
S TAN
76.03
76.03
37.34'
37.34'
C
!� L�10'R
LW 74 +18 RT.
D11 -1 (18 "x12 ")
I ti
20 0 20 40
126.26' 1 " =20'
SCALE FEET
95.30'
Ak, ALPHA Engineering Group, Inc.
(n
4" WHITE PAINT STRIPE
& BEGIN
E LANE SYMBOL
E NOTE 7)
.4.v'lpBF A.
7
A A'ECISTEri° Q�v�"4
FOSS' /0 AL
EXPIRES ws /ss
EXISTING CURVE DATA TABLE*
PI STATION
RADIUS
LENGTH
TANGENT
DELTA
LW 67 +51.00
1514.43'
1750.00'
987.40'
66 °12'30"
LW 117 +30.06
1273.24'
574.75'
292.36'
25 °51'50"
LW 123 +62.99
1909.86'
175.09'
87.61'
05 °15'10"
LW 126 +87.49
716.20'
163.91'
82.31'
13 °06'46"
LW 130 +19.94
1145.92'
491.47'
249.57'
24 °34'24"
LW 134 +22.55
674.07'
315.53'
160.71'
24 °49'13"
LW 143 +77.37
1353.44'
1399.25'
769.41'
59 °14'06"
LW 152 +10.77
1591.55'
434.81'
218.77'
15 °39'11"
LW 195 +83.03
1145.92'
1065.40'
574.71'
53 °16'13"
EXISTING SPIRAL CURVE DATA
TABLE
STATION
DELTA
THETA
RADIUS
LENGTH
L TAN
SC
LW 167 +01.34
03 °25'12" 1909.86'
228.00'
152.03'
CS
LW 169 +53.46 07 °53'39"
1829.86'
252.11'
ST
LW 171 +81.46
03`25'12" 1909.86'
228.28'
152.03'
SC
LW 179 +73.03
01 °40'48" 1909.86'
112.00'
74.67
CS
LW 181 +63.49 05
°29'03"
1989.86'
190.46'
ST
LW 182 +75.49
01 °40'48" 1909.86'
112.00
74.67'
* SOURCE: BNRR PLAT MAPS
7 R -(t/• 2 :9a
VIEW: PLOT
DATE: 07 06/95 17:19om
DWG NAME: G'. TRANS \1837072 \PIANS \LW_P2.DWO
JOB N0, 1837012
S TAN
76.03
76.03
37.34'
37.34'
C
!� L�10'R
LW 74 +18 RT.
D11 -1 (18 "x12 ")
I ti
20 0 20 40
126.26' 1 " =20'
SCALE FEET
95.30'
Ak, ALPHA Engineering Group, Inc.
(n
4" WHITE PAINT STRIPE
& BEGIN
E LANE SYMBOL
E NOTE 7)
.4.v'lpBF A.
7
A A'ECISTEri° Q�v�"4
FOSS' /0 AL
EXPIRES ws /ss