HomeMy WebLinkAboutzT-2292SetCITY OF REN TON
; 40
,
'H- SE. 69TH WY
"
68TH ST.
.„
15/4
ZELWOOD
PR
PARK
.°
END
YDALE
PROJECT
H a o
MAY
, a
CREEK
K a
w
PARK
��a'-
N.E
2,H ST
1111WASHINGTO]VIIII
a
o
Z
COULON.' ; a
BEGIN CITY
' BEACH
PARK ?
PROJECT z
N.E.
RENTON
► 1l
INDEX OF DRAWINGS
�I
1 TITLE SHEET
2 ROADWAY SECTIONS (LAKE WASHINGTON BLVD.)
3 -27 SITE PREPARATION PLANS (LAKE WASHINGTON BLVD.)
28 -52 PAVING AND CHANNELIZATION PLANS (LAKE WASHINGTON BLVD.)
53 GRADING, PAVING AND CHANNELIZATION PLAN (BNRR TRACK CROSSING AND TURNAROUND)
�IIEW. FLOT
DATE 11/28/95 10:06 —
DWG NAME' G. \TRANS \1837012 \TITLESHT. DWG
JOB N0. 1837010
LOCATION MAP
REVIEWED FOR COMPLIANCE
TO CITY'S STANDARDS
TRANSPORTATION SYSTEMS DIRECTOR
UTILITY SYSTEMS DIRECTOR
MAINTENANCE SERVICES DIRECTOR
PLAN REVIEW
FIRE MARSHALL
UFIEWF�m
IS TEA EA SSE /O$w
• J + (/� T A� T W, E'QISTt4h''
lvT� CI S Y OF RE1 \ I ON `SIGNAL 61y
EXPIRES 11/6/96
,® ALPHA Engineering Group, Inc.
% _
16/41 17/42
.„
15/4
BNRR TRACK CROSSING
.°
18/43
14/39 n L
19/44
��a'-
�
x/45 53
13/3
11�
21/46 GRAPHIC SCALE
12/37 �1 �
(I N u�l III
�
i al
111
1
22/47 0 200 400 600 800
10/35
All
11 /36 r ; ij III II �I� ��II �II
m
m�'�
III -I I
mi
t-1 j
1
`a '
�� %• 3/48
9/34
�.I ��I� ��Il
ml'
8/33 a�
�'I
j
24/49
VIII
6/31
/284/29
7/ Vie.
_��
_
25/50
5/3
n`
�
PARK A N
— - ;I 26/51
27/52
BEGIN PROJECT
GROUP 1 - SHEETS 2 THROUGH 52
STA. 73 +00
GROUP 2 - SHEET 53
END PROJECT
STA. 195 +00
1 TITLE SHEET
2 ROADWAY SECTIONS (LAKE WASHINGTON BLVD.)
3 -27 SITE PREPARATION PLANS (LAKE WASHINGTON BLVD.)
28 -52 PAVING AND CHANNELIZATION PLANS (LAKE WASHINGTON BLVD.)
53 GRADING, PAVING AND CHANNELIZATION PLAN (BNRR TRACK CROSSING AND TURNAROUND)
�IIEW. FLOT
DATE 11/28/95 10:06 —
DWG NAME' G. \TRANS \1837012 \TITLESHT. DWG
JOB N0. 1837010
LOCATION MAP
REVIEWED FOR COMPLIANCE
TO CITY'S STANDARDS
TRANSPORTATION SYSTEMS DIRECTOR
UTILITY SYSTEMS DIRECTOR
MAINTENANCE SERVICES DIRECTOR
PLAN REVIEW
FIRE MARSHALL
UFIEWF�m
IS TEA EA SSE /O$w
• J + (/� T A� T W, E'QISTt4h''
lvT� CI S Y OF RE1 \ I ON `SIGNAL 61y
EXPIRES 11/6/96
,® ALPHA Engineering Group, Inc.
% _
R/W
VARIES 5' TO 1
LONG POST GUARDRAIL
SLOPE TO BE GRADED
I
BETWEEN 1H:1V TO I
2H: 1 V AS DIRECTED
BY THE ENGINEER.
HYDROSEED
I
HYDROSEED —
1 H: 1 V MAX. SLOPE
GABION BASKETS
SEE NOTES
HYDROSEED� x
a
4" 4 SOLID
PVC PIPE °
I`
(SEE NOTE 8) ---", 00
QUARRY SPALLS,
PER 9 -13.6
HAND COMPACTED
SUBGRADE
i
30'
30'
-I-
VARIES 34' MIN.
1, 4' VARIES 20' MIN. 4,
NEW ROADWAY
2% VAR. t VAR., 2%
-1 r - - - - --
/ 4 2' WIDE FABRIC 3' J
/ 3.. REINFORCEMENT
VARIES 20' MIN.
0' -12' 0' - 10
EXISTING ROADWAY
EXISTING SLOPE TYPICAL SECTION
6:1 BATTER
I
I i P 1: 1 MAX. SLOPE FOR BENCHED
2% %'�— LEMPORARY EXCAVATION
Y_�__ - - - -- EXISTING ROADWAY FILL
VARIES 8' TO 22
R/W NOTES: i PROJECT #CM -1071
LEGEND 1. MATERIALS AND CONSTRUCTION OF GABION WALLS SHALL CONFORM
® 1 112" ASPHALT CONCRETE CLASS B OVERLAY TO THE "1994 STANDARD SPECIFICATIONS" AND AS NOTED HEREIN.
PARAGRAPH NUMBERS INDICATED IN DETAILS OR NOTES ARE REFERENCED
® 3 1/2" ASPHALT CONCRETE CLASS E TO THE "1994 STANDARD SPECIFICATIONS ".
V CRUSHED SURFACE TOP COURSE,
/ 0 DEPTH AS NOTED 2. GABION BASKET CONSTRUCTION SHALL CONFORM TO STANDARD PLAN D -6
/ I OF THE "STANDARD PLANS FOR ROADS, BRIDGE AND MUNICIPAL CONSTRUCTION"
I
REGRADE DITCH FILTER FABRIC MATERIAL-
AS NOTED ON PLANS USE STAPLES OR WIRE
(SEE DETAIL THIS RINGS TO ATTACH FABRIC
SHEET) TO FENCE.
- — COMPACT EXPOSED ROADWAY FILL
WITH PLATE COMPACTOR
GRAVEL BACKFILL FOR WALLS PER 9- 03.12(2)
PLACED & COMPACTED IN 8" LIFTS
FILTER FABRIC, AMOCO 4545 OR EQUAL
0"
4" COVER OF GRAVEL BACKFILL PER 9- 03.12(4)
1' -0" \-4"O PERFORATED PVC PIPE PER 9- 05.2(6)
SECTION A —A
12"
(LW 83 +48± TO I_W 87 +50t)
(LW 113 +50± TO LW 114 +75t)
(LW 129 +00± TO LW 131 +00f)
18"
SIGN R9 -7 MOD.
NOT TO SCALE
SHOULDER REGRADING DETAIL
n9t -4a'- 219' NOT TO SCALE
Vicar PLOT (LW 140 +80f TO LW 141 +65f (RT))
DATE 07/06/95 07�°RANS�l83io z�SECPOWS.DWC (LW 164 +20i TO LW 166 +20f (RT))
50B NO. 1637012
2" BY 2" BY 14 GJR:E
MESH OR EQUIV. O
0
I
PROVIDE 3/4 " -1 1/2" WGRAVEL BACKFILL OR CON NATIVE SOIL AS DIRECTE
BY THE ENGINEER. R" nnini
(CITY OF RENTON STANDARD PLANS D009 & D010). MACCAFERRI
OR APPROVED EQUAL MAY BE USED.
3. FILL FOR GABION BASKETS SHALL BE 4 INCH TO 6 INCH GRANITE OR BASALT
QUARRY SPALLS.
4. EXISTING EXPOSED SUBGRADE SHALL BE COMPACTED TO A FIRM NON- YIELDING
STATE WITH THREE PASSES OF VIBRATORY COMPACTOR. SPECIFIED PRECAUTION
SHALL BE TAKEN IN WET WEATHER.
5. BACKFILL SHALL BE COMPACTED TO 95 PERCENT OF MAXIMUM DRY DENSITY
CONFORMING TO ASTM D 1557.
6. FOR GABION WALLS 5' -0° AND UNDER, 4' -0" VERTICAL IS ALLOWED IN DRY
DENSE NATIVE MATERIAL (DRY SEASON ONLY).
7. HEIGHT AND LOCATION OF GABION WALL MAY VARY IN THE FIELD. CONTRACTOR
SHALL MAKE ADJUSTMENTS DEPENDING ON FIELD CONDITIONS AND AS DIRECTED
BY THE ENGINEER.
8. PROVIDE 4" DIAMETER SOLID PVC PIPE AT MIDWAY SPAN OR AS DIRECTED
BY THE ENGINEER. GRADE FOOTING DRAIN ® 0.01 FT /FT TOWARD CENTER
OF WALL FROM BOTH SIDES FOR ADEQUATE DRAINAGE. PROVIDE ADEQUATE
EROSION PROTECTION AND ENERGY DISSIPATION AT PIPE DAYLIGHT AS
DIRECTED BY THE ENGINEER.
BURY BOTTOM OF FILTER MATERIAL
IN 8" X 12" TRENCH.
2" BY 2" WOOD POST
(6' MAX SPACING BETWEEN POSTS)
FILTER FABRIC FENCE DETAIL
(SEE STANDARD PLAN B066)
NOT TO SCALE
20' 8' 10'
FEATHER TO
MATCH
10'
PLANE BITUMINOUS
PAVEMENT 1 1/2"
— — — — — — — — — — — — —
BITUMINOUS PLANING DETAIL
NOT TO SCALE
1 1/2" ACP OVERLAY DITCH
2%
\ EXISTING GROUND
\ 1.5'
EXISTING GROUND
HYDROSEED
- — — � VARIES (4" TO 6 ") 1�.� � 2%
OVERLAY FEATHER DETAIL GRASS LINED DITCH
NOT TO SCALE PROPOSED DITCH DETAIL
(LW 147 +10f TO LW 147 +60f (LT)) NOT TO SCALE
(LW 131 +35f TO LW 133 +20f (LT))
(LW 142 +50f TO LW 145 +90± (LT))
1' MIN 1' MIN EXISTING SLOPE s 22�� ®�
� 1.5:1 / � �S$
2% / 2% MAX EXISTING SLOPE �w m
?s /
til HYDROSEED
q�
A zz„< �
4 GRASS LINED DITCH l/qr
�OFEq� °'ST��3ww
SSIONAL
(LW 85 +20f TO LW 90 +50t (RT)) (LW 163 +00± TO LW 163 +70± (RT)) P,AES „76796
(LW 113 +85± TO LW 114 +70± (RT))
(LW 182 +50f TO LW 184 +60t (RT))
CITY OF RENTON
DITCH REGRADING DETAIL DEPARTMENT OF PUBLIC WORKS
NOT TO SCALE LAKE WASHINGTON BLVD.
ANALPHA Engineering Group, Inc.
SECTION
B -B
R
(LW
106 +50f TO
LW
111 +35 +)
COVER SLOPE
(LW
112 +90f TO
LW
113 +50f)
WITH BARK MULCH
(LW
(LW
114 +75f TO
128 +50+ TO
LW
LW
115 +20 ±)
129 +00±)
2'
VAR.
27
2'•1
EXISTING GROUND
SHOULDER REGRADING DETAIL
n9t -4a'- 219' NOT TO SCALE
Vicar PLOT (LW 140 +80f TO LW 141 +65f (RT))
DATE 07/06/95 07�°RANS�l83io z�SECPOWS.DWC (LW 164 +20i TO LW 166 +20f (RT))
50B NO. 1637012
2" BY 2" BY 14 GJR:E
MESH OR EQUIV. O
0
I
PROVIDE 3/4 " -1 1/2" WGRAVEL BACKFILL OR CON NATIVE SOIL AS DIRECTE
BY THE ENGINEER. R" nnini
(CITY OF RENTON STANDARD PLANS D009 & D010). MACCAFERRI
OR APPROVED EQUAL MAY BE USED.
3. FILL FOR GABION BASKETS SHALL BE 4 INCH TO 6 INCH GRANITE OR BASALT
QUARRY SPALLS.
4. EXISTING EXPOSED SUBGRADE SHALL BE COMPACTED TO A FIRM NON- YIELDING
STATE WITH THREE PASSES OF VIBRATORY COMPACTOR. SPECIFIED PRECAUTION
SHALL BE TAKEN IN WET WEATHER.
5. BACKFILL SHALL BE COMPACTED TO 95 PERCENT OF MAXIMUM DRY DENSITY
CONFORMING TO ASTM D 1557.
6. FOR GABION WALLS 5' -0° AND UNDER, 4' -0" VERTICAL IS ALLOWED IN DRY
DENSE NATIVE MATERIAL (DRY SEASON ONLY).
7. HEIGHT AND LOCATION OF GABION WALL MAY VARY IN THE FIELD. CONTRACTOR
SHALL MAKE ADJUSTMENTS DEPENDING ON FIELD CONDITIONS AND AS DIRECTED
BY THE ENGINEER.
8. PROVIDE 4" DIAMETER SOLID PVC PIPE AT MIDWAY SPAN OR AS DIRECTED
BY THE ENGINEER. GRADE FOOTING DRAIN ® 0.01 FT /FT TOWARD CENTER
OF WALL FROM BOTH SIDES FOR ADEQUATE DRAINAGE. PROVIDE ADEQUATE
EROSION PROTECTION AND ENERGY DISSIPATION AT PIPE DAYLIGHT AS
DIRECTED BY THE ENGINEER.
BURY BOTTOM OF FILTER MATERIAL
IN 8" X 12" TRENCH.
2" BY 2" WOOD POST
(6' MAX SPACING BETWEEN POSTS)
FILTER FABRIC FENCE DETAIL
(SEE STANDARD PLAN B066)
NOT TO SCALE
20' 8' 10'
FEATHER TO
MATCH
10'
PLANE BITUMINOUS
PAVEMENT 1 1/2"
— — — — — — — — — — — — —
BITUMINOUS PLANING DETAIL
NOT TO SCALE
1 1/2" ACP OVERLAY DITCH
2%
\ EXISTING GROUND
\ 1.5'
EXISTING GROUND
HYDROSEED
- — — � VARIES (4" TO 6 ") 1�.� � 2%
OVERLAY FEATHER DETAIL GRASS LINED DITCH
NOT TO SCALE PROPOSED DITCH DETAIL
(LW 147 +10f TO LW 147 +60f (LT)) NOT TO SCALE
(LW 131 +35f TO LW 133 +20f (LT))
(LW 142 +50f TO LW 145 +90± (LT))
1' MIN 1' MIN EXISTING SLOPE s 22�� ®�
� 1.5:1 / � �S$
2% / 2% MAX EXISTING SLOPE �w m
?s /
til HYDROSEED
q�
A zz„< �
4 GRASS LINED DITCH l/qr
�OFEq� °'ST��3ww
SSIONAL
(LW 85 +20f TO LW 90 +50t (RT)) (LW 163 +00± TO LW 163 +70± (RT)) P,AES „76796
(LW 113 +85± TO LW 114 +70± (RT))
(LW 182 +50f TO LW 184 +60t (RT))
CITY OF RENTON
DITCH REGRADING DETAIL DEPARTMENT OF PUBLIC WORKS
NOT TO SCALE LAKE WASHINGTON BLVD.
ANALPHA Engineering Group, Inc.
R
OL L'l
4 9
071
LEGEND (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
LEGEND (EXISTING)
LEGEND (PROPOSED)
NOTES:
1. FOR ROADWAY SECTION AND OTHER DETAILS SEE SHEET 2.
SAN. SEWER CLEANOUT
FIRE HYDRANT
PROPOSED PAVEMENT WIDENING
2. FOR SITE PREPARATION PLAN SEE SHEET 4.
SAN, SEWER MANHOLE
WATER VALVE
GAS VALVE
BEAM GUARDRAIL
3, SEE CITY OF RENTON STANDARD PLAN GO21 FOR SIGN
STORM DRAIN MANHOLE
MOUNTING AND INSTALLATION.
STORM DRAIN CATCH BASIN
TELEPHONE RISER
TELEPHONE VAULT
NEW OR RELOCATED SIGN AND POST
4. RESTORE ALL DISRUPTED AREAS BACK TO EXISTING CONDITION.
STORM DRAIN CULVERT
POWER VAULT
5. CONTACT ALL UTILITY COMPANIES INVOLVED AND
STORM DRAIN MANHOLE
VERIFY ALL EXISTING UTILITIES BEFORE DIGGING.
DITCH
JUNCTION BOX
6. SEE CITY OF RENTON STANDARD PLAN HOO1 AND HOO2
WATER METER
GUARD POST
FOR CHANNELIZATION MARKERS DETAIL.
UTILITY POLE
BRASS PLUG
R/R CROSSING GATE
7. SEE CITY OF RENTON STANDARD PLAN CO2O, CO27 AND CO34
UTILITY POLE ANCHOR
FOR BEAM GUARDRAIL TERMINAL AND ANCHOR.
LUMINAIRE ON UTILITY POLE
R/R CROSSING SIGNAL
8. SEE CITY OF RENTON STANDARD PLAN HOO9
SIGN
RIGHT OF WAY
FOR BIKE LANE SYMBOL.
SEC. 8, T.23 N., SEC. 5, T.23 N., R.5 E., W.M.
R.5 E., W. M.
ti
2
ti
Q -
,
i
-- C -- - -
18" WHITE, THERMOPLASTIC
STOP BAR (TYP.) -- i _ LW 79 +80 LT.
R9 -7 MOD (12 "x18 ")
WHITE, THERMOPLASTIC I LAKE WASHINGTON BLVD. LW 78 +58 FOR DETAILS
RAILROAD CROSSING SYMBOL I END 1500 R _
4" WHITE PAINT STRIPE END DOUBLE-IELLOW MARKERS
'BEGIN SKIP SINGLE YELLOW MARKERS
R
15OO'R
d _
F
DOUBLE YELLOW, TYPE 1 AND
TYPE 2d LANE MARKERS
END OUTSIDE EDGE
4" WHITE PAINT STRIPE
I
2A92 20 0 20 40
i ° =zo
VIEW: PLOT SCALE FEET
DATE. 07/06/95 11:187
DWI NAME: G: \TRANS \1837012 \PLANS \LW_P3.DWC
JOB NO 1837012
4" WHITE PAINT STRIPE
—4" WHITE PAINT STRIPE
(ACROSS DRIVEWAY ONLY)
LW 79 +00 RT.
R7 -9 (12 "x18 ")
BIKE LANE SYMBOL (TYP.)
(SEE NOTE 8)
AWA
Jrwx ALPHA Engineering Group, Inc.
LW 80 +00 (19' LT.) BEAM GUARDRAIL
TERMINAL END TYPE 1 (TYP.)
DESIGN G WITH M
TYPE 4 ANCHOR
(SEE NOTE 7) F° v
W
/F y– O
o �
p
�--- -' _ 00
�,n d
SKIP SINGLE YELLOW, TYPE 1 AND
TYPE 2d LANE MARKERS (TYP.)
T-22920 - V
W
q pF A
DDDF'"Cw. P
d ?�F REDISTE4�
�SS'IONAL
EXPIRES 1 /6/96
I♦
LEGEND (EXISTING)_
SAN. SEWER CLEANOUT
FIRE HYDRANT
SAN. SEWER MANHOLE
WATER VALVE
STORM DRAIN MANHOLE
GAS VALVE
TELEPHONE RISER
STORM DRAIN CATCH BASIN
TELEPHONE VAULT
STORM DRAIN CULVERT
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
- BEAM GUARDRAIL
GABION WALL
NEW OR RELOCATED SIGN AND POSTI
NOTES:
1. FOR ROADWAY SECTION AND OTHER DETAILS SEE SHEET 2.
2. FOR SITE PREPARATION PLAN SEE SHEET 5.
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 CO20, CO27 AND C034
FOR BEAM GUARDRAIL TERMINAL AND ANCHOR,
8. SEE CITY OF RENTON STANDARD PLAN H009 FOR BIKE
LANE SYMBOL.
9. GUARDRAIL AND WALL ARE TO BE 3' CLEAR OF HYDRANT.
SEC. 5, T.23 N., R.5 E., W.M.
R9 -7 MOD (1208 ") 12 L.F., 12" DIAM. BEAM GUARDRAIL
LW 83 +47t 21' LT. SEE SHEET 2 FOR DETAILS CONC. SD PIPE TYPE 1 (TYP.)
N BEGIN GABION WALL EXTEND EXISTING CULVERT
LET F LAKE (SEE SPECIAL PROVISIONS) w
LEI WASHINGTON BLVD. J J --
a...._ _._.
�
_.
r i
p ,,._
LO
Q Q
cn _
LW 83 +66f ( WHITE PAINT STRIP
19' LT.) LW 85 +20 RT.
—4" WHITE PAINT STRIPE SKIP SINGLE YELLOW, TYPE 1 AND L BEGIN BE
W 83 +74f 2 EXISTING DITCH
(19' LT.) 4" E (SEE SHEET 2 FOR DETAILS)
TYPE 2d LANE MARKERS (TYP.) TERMINAL END DESIGN G (ACROSS DRIVEWAY ONLY)
4" WHITE PAINT STRIPE WITH TYPE 4 ANCHOR
(ACROSS DRIVEWAY ONLY) (SEE NOTE 7 & 9)
BIKE LANE SYMBOL (TYP.)
(SEE NOTE 8) �18 WAS /
LW 83 +00 RT.
R7 -9 (12 "x18 ") _ ����® 2s—Ts
A��F EOf5Tn° @��4
_ �S`SZONAL
EXPIRES 1,/6/96
7;Vd- k ®-1 :9i
IAEW DATE: 07 06/95 11:15 -
DWG NAME: G \TRANS \1837012 \PLANS \LW_P4.DWG
JOB N0. 1837012
20 0 20 40
1" =20'
SCALE FEET
AWA
Arwx ALPHA Engineering Group, Inc.
LEGEND (EXISTING)
SAN. SEWER CLEANOUT
FIRE HYDRANT
SAN. SEWER MANHOLE
WATER VALVE
STORM DRAIN MANHOLE
GAS VALVE
TELEPHONE RISER
STORM DRAIN CATCH BASIN
ND TAPER END GABION WALL
'
BEGIN TAPER 11' LT. & 9' RT.
TELEPHONE VAULT
STORM DRAIN CULVERT
0
POWER VAULT
STORM DRAIN MANHOLE
LT. & 9' RT.
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
BEAM GUARDRAIL
® GABION WALL
d NEW OR RELOCATED SIGN AND POST
NOTES:
1. FOR ROADWAY SECTION AND OTHER DETAILS SEE SHEET 2.
2. FOR SITE PREPARATION PLAN SEE SHEET 6.
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.
*404-�
7V6 - k /- s: 91
VIFW: PLOT
DATE: 07 /06 /9'. 11'.14 —
DWG NAME: G: \TRANS \1837012 \PLANS \LW_P5.DWC
JOB N0. 1837012
20 0 20 40
1 " =20'
SCALE FEET
ANALPHA Engineering Group, Inc.
ROLL 1 149 075
(SEE SHEET 2 FOR DETAIL)
SHEET: 31 OF 53
LW 86 +00
LW 86 +50 LW 87 +50f 22' LT.
LW 88 +00
LW 88 +70
BEAM GUARDRAIL 4" WHITE PAINT STRIPE
ND TAPER END GABION WALL
'
BEGIN TAPER 11' LT. & 9' RT.
END TAPER 10' LT. & 10' RT.
TYPE 1 (TYP.)
0
LT. & 9' RT.
"TAPER
F F
F F
F
F
Vn
o
_
U
H
p
(
Q
O
O
}
+
00
Q
(n
Cn
LAKE WASHINGTON BLVD.
BIKE LANE SYMBOL (TYP.)
SKIP SINGLE YELLOW, TYPE 1 AND
4" WHITE PAINT STRIPE
LW `•
(SEE NOTE 7)
TYPE 2d LANE MARKERS (TYP.)
R7-
LW 87 +00 RT.
R7 -9 (12 "x18 ")
LW 90 +50
- -- - --
RT.
- _-
7V6 - k /- s: 91
VIFW: PLOT
DATE: 07 /06 /9'. 11'.14 —
DWG NAME: G: \TRANS \1837012 \PLANS \LW_P5.DWC
JOB N0. 1837012
20 0 20 40
1 " =20'
SCALE FEET
ANALPHA Engineering Group, Inc.
ROLL 1 149 075
(SEE SHEET 2 FOR DETAIL)
SHEET: 31 OF 53
i LEGEND (EXISTING)
SAN. SEWER CLEANOUT
FIRE HYDRANT
SAN. SEWER MANHOLE
WATER VALVE
STORM DRAIN MANHOLE
GAS VALVE
TELEPHONE RISER
STORM DRAIN CATCH BASIN
OUBLE WHITE TYPE 1 AND
TELEPHONE VAULT
STORM DRAIN CULVERT
R9 -7 MOD (12 "x18 ")
LAKE
WASHINGTON BLVD.
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
� F
w
GO
O -'
F
x
0 °
Q
o °
O
+
D7
QI.
VIEW: PLOT
DATE. 07/06/95 11.13 -1
DWG NAIAC. G. \TRANS \1837012 \PLANS \- W_P6.OWG
JOB N0. 1837012
LEGEND (PROPOSED) NOTES:
1. FOR ROADWAY SECTION AND OTHER DETAILS SEE SHEET 2.
PROPOSED PAVEMENT WIDENING 2. FOR SITE PREPARATION PLAN SEE SHEET 7.
BEAM GUARDRAIL 3. SEE CITY OF RENTON STANDARD PLAN 0021 FOR SIGN
MOUNTING & INSTALLATION.
NEW OR RELOCATED SIGN AND POST 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 CO20, CO27 AND C034
FOR BEAM GUARDRAIL TERMINAL AND ANCHOR.
8. SEE CITY OF RENTON STANDARD PLAN H009
FOR BIKE LANE SYMBOL.
SEC. 5, T.23 N., R.5 E., W.M.
N
per_._
25:1 TAPER F F " -
F F
LW 91 +35 (10' LT. & 10' RT.) °O
BEGIN TAPER LT. & RT. 4" WHITE PAINT STRIPE +
END SKIP SINGLE YELLOW MARKERS
BEGIN DOUBLE YELLOW MARKERS LW 93 +35
(13' LT. & 18' RT.)
END TAPER LT. & RT.
20 0 20 40
1 " =20'
SCALE FEET
F — p-
[
94 +50 (RT.)
R7 -9 12 x18
WHITE, THERMOPLASTIC
TRAFFIC ARROW (TYP.)
18" WHITE, THERMOPLASTIC
STOP BAR (TYP.)
ZV%Ik ALPHA
In c.
a
_F _ �_ �d
rn
00
w
+ WHITE, THERMOPLASTIC
CORSSWALK, 10' WIDTH
UNLESS OTHERWISE NOTED
(SEE STD. PLAN H012)
4" WHITE PAINT STRIPE
LW 95 +57 13' LT. & 18' RT. DOUBLE YELLOW, TYPE 1 AND
BEGIN TAPER LT. & RT. TYPE 2d LANE MARKERS
ASSN
T'-eft ?9
SS
LW 91 +80 LT.
OUBLE WHITE TYPE 1 AND
R9 -7 MOD (12 "x18 ")
LAKE
WASHINGTON BLVD.
TYPE 2e LANE MARKERS I
I li
LW 95 +80 (LT.)
SEE SHEET 2 FOR DETAIL (TYP.)
R9 -7 MOD (12-08")
LW 93 +91 26' LT.
LIMITS OF OVERLAY
(FEATHER TO MATCH)
BIKE LANE SYMBOL (TYP.)
BREAKAWAY CABLE TERMINAL (BCT)
SKIP SINGLE YELLOW, TYPE 1 AND
(SEE NOTE 8)
(SEE NOTE 7)
4" WHITE
TYPE 2d LANE MARKERS (TYP.)
DOUBLE YELLOW, TYPE 1 AND
4" WHITE PAINT STRIPE
4" BROKEN WHITE
PAINT STRIPE
PAINT STRIPE
2d LANE MARKERS
I \�.
_ F ....TYPE
.,_. _...
�_
�_. _. _ m
—r 1— a _ 7 li `'�
li' °__ ❑
! .e.� F
F
`
_
0 50'R
O
N
per_._
25:1 TAPER F F " -
F F
LW 91 +35 (10' LT. & 10' RT.) °O
BEGIN TAPER LT. & RT. 4" WHITE PAINT STRIPE +
END SKIP SINGLE YELLOW MARKERS
BEGIN DOUBLE YELLOW MARKERS LW 93 +35
(13' LT. & 18' RT.)
END TAPER LT. & RT.
20 0 20 40
1 " =20'
SCALE FEET
F — p-
[
94 +50 (RT.)
R7 -9 12 x18
WHITE, THERMOPLASTIC
TRAFFIC ARROW (TYP.)
18" WHITE, THERMOPLASTIC
STOP BAR (TYP.)
ZV%Ik ALPHA
In c.
a
_F _ �_ �d
rn
00
w
+ WHITE, THERMOPLASTIC
CORSSWALK, 10' WIDTH
UNLESS OTHERWISE NOTED
(SEE STD. PLAN H012)
4" WHITE PAINT STRIPE
LW 95 +57 13' LT. & 18' RT. DOUBLE YELLOW, TYPE 1 AND
BEGIN TAPER LT. & RT. TYPE 2d LANE MARKERS
ASSN
T'-eft ?9
SS
LEGEND (EXISTING
SAN. SEWER CLEANOUT
FIRE HYDRANT
SAN. SEWER MANHOLE
WATER VALVE
STORM DRAIN MANHOLE
GAS VALVE
TELEPHONE RISER
STORM DRAIN CATCH BASIN
TELEPHONE VAULT
STORM DRAIN CULVERT
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
7/R®- p -?a9a
LEGEND (PROPOSED) NOTES:
1, FOR ROADWAY SECTION AND OTHER DETAILS SEE SHEET 2.
PROPOSED PAVEMENT WIDENING 2. FOR SITE PREPARATION PLAN SEE SHEET 8.
.� NEW OR RELOCATED SIGN AND POST 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.
SEC. 5, T.23 N., R.5 E., W.M.
4446-�
LAKE WASHINGTON BLVD. LW 99 +15 6' LT. & 25' RT.
END TAPER LT. & RT.
LW 96 +45 12' LT. & 19' RT. DOUBLE YELLOW, TYPE 1 AND 4" WHITE PAINT STRIPE LW 99 +60 (LT.) WHITE, THERMOPLASTIC
END TAPER LT. & RT. TYPE 2d LANE MARKERS R9 -7 MOD (12 "08 ") TRAFFIC ARROW (TYP.)
BEGIN TAPER LT. & RT. SEE SHEET 2 FOR DETAIL
DOUBLE WHITE, TYPE 1 AND M
TYPE 2e LANE MARKERS w"
IIJ— --
Li 0 - .� Cl b
~ — :f a
o �- ° 7' ' n w— -- – - 1 5 S° 1 0 —+ _ — — 8io4ti — _
SDM17H —[3 _. - 0 - � _.. F-
_ .__dw. .5 ..aa.40 R R
BIKE LANE SYMBOL (TYP.) 4" BROKEN WHITE °v
1 40
4" WHITE PAINT STRIPE (SEE NOTE 7) PAINT STRIPE
4" WHITE DOUBLE YELLOW, TYPE 1 AND
PAINT STRIPE TYPE 2d LANE MARKERS
LIMIT OF OVERLAY 1 '
v
�\ LW 98 +50 12 (RT.
R7 -9 x18
I
V
VIEW' PLOT
DATE: 07/06/95 11:11 —
DWG NAME: G: \TRANS \1837012 \PLANS \LW— P7.DWG
JOB N0, 1837012
S�
20 0 20 40
L:; mmmllmm�
SCALE FEET
Z%Ik ALPHA
W
W
LT
I/� €
V/
0
CY
P.
VA
Group, Inc.
/— 2? y i0()
ZS WA
F
A 22774
�SS70NAL EST'` i /y /g�
EXRiRE6 11/6/96
LEGEND (EXISTING)
LEGEND (PROPOSED)
SAN. SEWER CLEANOUT
FIRE HYDRANT
SAN. SEWER MANHOLE
WATER VALVE
STORM DRAIN MANHOLE
GAS VALVE
2. FOR SITE PREPARATION PLAN SEE SHEET 9.
TELEPHONE RISER
STORM DRAIN CATCH BASIN
3. SEE CITY OF RENTON STANDARD PLAN GO21 FOR SIGN
TELEPHONE VAULT
STORM DRAIN CULVERT
.� NEW OR RELOCATED SIGN AND POST
POWER VAULT
STORM DRAIN MANHOLE
5. CONTACT ALL UTILITY COMPANIES INVOLVED AND
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
LAKE WASHINGTON BLVD.
DOUBLE WHITE, TYPE 1 AND WHITE, THERMOPLASTIC
TYPE 2e LANE MARKERS TRAFFIC ARROW
LW 101 +50
�'SSrnH
i
TERMINAL END DESIGN
WITH TYPE 4 ANCHOR
(SEE NOTE 7)
4" WHITE
BEGIN TAPER (6' LT. & 15' RT.) PAINT STRIPE
SEC. 5, T.23 N., R.5 E., W.M.
it
I I
I I
ft
LW 103 +00
END TAPER (4' LT. & 6' RT.)
BEGIN TAPER (4' LT. & 6' RT.)
BEGIN CURVE (15' RT.)
LW 103 +60 LT.
R9 -7 MOD (12"x18 ")
SEE SHEET 2 FOR DETAIL
�z BEAM GUARDRAIL
F (TYPE 1 (TYP.)
TRo -ot -2t Q?
VIEW: PLOT
DATE: 07/06/95 11: 07am
DWG NAME: G \TRANS \1837012 \PLANS \LW_PB.DWG
JOB N0. 1837012
0
n
LW 102 +30Y (RT.) w^ DOUBLE YELLOW TYPE 1 AND LW 103 +46. (12.3! 1 _. ✓ ' > n I4
0
r
+ 4" WHITE PAINT STRIPE R7 -9 12 x18 END CURVE R
TYPE 2d LANE MARKERS I
DOUBLE YELLOW, TYPE 1 AND BIKE LANE SYMBOL (TYP.)
TYPE 2d LANE MARKERS (SEE NOTE 8)
I_ "'Al
� j I
20 0 20 40
1"=20'
SCALE FEET
ZW%k ALPHA
BEGIN
—,
LW 104 +50 (22.20' LT.)
BREAKAWAY CABLE TERMINAL (BCT)
(SEE NOTE 7)
LW 104 +75
END TAPER & CURVE LT. & RT.
END DOUBLE YELLOW MARKERS
BEGIN SKIP SINGLE YELLOW MARKERS
d
Gro up, In c.
4" WHITE PINT STR E LIMNS, OF OVERLAY
/ (FEATHER TO MATCH)
SKIP SIN GLE �/YEyLOW{ TYPE 1 /AND
t TYPE 2d _%NE, MARKERS (TYP.)
T 1 � ` 9209
1
�� P
LEGEND (PROPOSED)
NOTES:
PROPOSED PAVEMENT WIDENING
1. FOR ROADWAY SECTION AND OTHER DETAILS SEE SHEET 2.
2. FOR SITE PREPARATION PLAN SEE SHEET 9.
- - BEAM GUARDRAIL
3. SEE CITY OF RENTON STANDARD PLAN GO21 FOR SIGN
MOUNTING AND INSTALLATION.
.� NEW OR RELOCATED SIGN AND POST
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 HOO1 AND HOO2
FOR CHANNELIZATION MARKERS DETAIL.
7. SEE CITY OF RENTON STANDARD PLAN CO2O, CO27 AND CO34
FOR BEAM GUARDRAIL TERMINAL AND ANCHOR.
8. SEE CITY OF RENTON STANDARD PLAN HOO9
FOR BIKE LANE SYMBOL.
LAKE WASHINGTON BLVD.
DOUBLE WHITE, TYPE 1 AND WHITE, THERMOPLASTIC
TYPE 2e LANE MARKERS TRAFFIC ARROW
LW 101 +50
�'SSrnH
i
TERMINAL END DESIGN
WITH TYPE 4 ANCHOR
(SEE NOTE 7)
4" WHITE
BEGIN TAPER (6' LT. & 15' RT.) PAINT STRIPE
SEC. 5, T.23 N., R.5 E., W.M.
it
I I
I I
ft
LW 103 +00
END TAPER (4' LT. & 6' RT.)
BEGIN TAPER (4' LT. & 6' RT.)
BEGIN CURVE (15' RT.)
LW 103 +60 LT.
R9 -7 MOD (12"x18 ")
SEE SHEET 2 FOR DETAIL
�z BEAM GUARDRAIL
F (TYPE 1 (TYP.)
TRo -ot -2t Q?
VIEW: PLOT
DATE: 07/06/95 11: 07am
DWG NAME: G \TRANS \1837012 \PLANS \LW_PB.DWG
JOB N0. 1837012
0
n
LW 102 +30Y (RT.) w^ DOUBLE YELLOW TYPE 1 AND LW 103 +46. (12.3! 1 _. ✓ ' > n I4
0
r
+ 4" WHITE PAINT STRIPE R7 -9 12 x18 END CURVE R
TYPE 2d LANE MARKERS I
DOUBLE YELLOW, TYPE 1 AND BIKE LANE SYMBOL (TYP.)
TYPE 2d LANE MARKERS (SEE NOTE 8)
I_ "'Al
� j I
20 0 20 40
1"=20'
SCALE FEET
ZW%k ALPHA
BEGIN
—,
LW 104 +50 (22.20' LT.)
BREAKAWAY CABLE TERMINAL (BCT)
(SEE NOTE 7)
LW 104 +75
END TAPER & CURVE LT. & RT.
END DOUBLE YELLOW MARKERS
BEGIN SKIP SINGLE YELLOW MARKERS
d
Gro up, In c.
4" WHITE PINT STR E LIMNS, OF OVERLAY
/ (FEATHER TO MATCH)
SKIP SIN GLE �/YEyLOW{ TYPE 1 /AND
t TYPE 2d _%NE, MARKERS (TYP.)
T 1 � ` 9209
1
�� P
LEGEND (EXISTING)
TERMINAL END DESIGN G
SAN. SEWER CLEANOUT
FIRE HYDRANT
SAN. SEWER MANHOLE
WATER VALVE
STORM DRAIN MANHOLE
GAS VALVE
w
_
TELEPHONE RISER
STORM DRAIN CATCH BASIN
O
TELEPHONE VAULT
STORM DRAIN CULVERT
U �
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
r'vo- Q/ -ttg?
MEW: PLOT
DA E: 07/06/95 11:05 -
DWG NAME: G. TRANS \1837012 \PLANS \LW39.DWG
JOB N0. 1837012
LEGEND (PROPOSED)
PROPOSED PAVEMENT WIDENING
BEAM GUARDRAIL
® GABION WALL
NEW OR RELOCATED SIGN AND, POST
35'R
LIMITS OF OVERLAY
(FEATHER TO MATCH)
4" BROKEN WHITE
PAINT STRIPE
20 0 20 40
i ^ =za
SCALE FEET
Inv
NOTES:
1. FOR ROADWAY SECTION AND OTHER DETAILS SEE SHEET 2.
2. FOR SITE PREPARATION PLAN SEE SHEET 10.
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 CO20, CO27 AND C034
FOR BEAM GUARDRAIL TERMINAL AND ANCHOR.
S. SEE CITY OF RENTON STANDARD PLAN H009
FOR BIKE LANE SYMBOL.
gfi- 31--- __._._...__-
LW 107 +60 (LT
4" WHITE PAINT STRIPE
SEC. 5, T.23 N., R.5 E., W.M.
LAKE WASHINGTON BLVD.
SKIP SINGLE YELLOW, TYPE 1 AND
4" WHITE PAINT STRIPE TYPE 2d LANE MARKERS (TYP.)
e ALPHA Engineering Group, Inc.
1
i,
�i
1�.._ -.
j
1
BEAM GUARDRAIL
TYPE 1 (TYP) Y
110 +00 0 0
2
o U
F-
a
TERMINAL END DESIGN G
WITH TYPE 4 ANCHOR
(SEE NOTE 7)
w
w
_
F
O
U �
a
.. ...... ..._.... __.......�._...,,.,.
� o
O
O . p<t-
(D
O
r'vo- Q/ -ttg?
MEW: PLOT
DA E: 07/06/95 11:05 -
DWG NAME: G. TRANS \1837012 \PLANS \LW39.DWG
JOB N0. 1837012
LEGEND (PROPOSED)
PROPOSED PAVEMENT WIDENING
BEAM GUARDRAIL
® GABION WALL
NEW OR RELOCATED SIGN AND, POST
35'R
LIMITS OF OVERLAY
(FEATHER TO MATCH)
4" BROKEN WHITE
PAINT STRIPE
20 0 20 40
i ^ =za
SCALE FEET
Inv
NOTES:
1. FOR ROADWAY SECTION AND OTHER DETAILS SEE SHEET 2.
2. FOR SITE PREPARATION PLAN SEE SHEET 10.
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 CO20, CO27 AND C034
FOR BEAM GUARDRAIL TERMINAL AND ANCHOR.
S. SEE CITY OF RENTON STANDARD PLAN H009
FOR BIKE LANE SYMBOL.
gfi- 31--- __._._...__-
LW 107 +60 (LT
4" WHITE PAINT STRIPE
SEC. 5, T.23 N., R.5 E., W.M.
LAKE WASHINGTON BLVD.
SKIP SINGLE YELLOW, TYPE 1 AND
4" WHITE PAINT STRIPE TYPE 2d LANE MARKERS (TYP.)
e ALPHA Engineering Group, Inc.
1
i,
�i
1�.._ -.
j
1
BEAM GUARDRAIL
TYPE 1 (TYP) Y
110 +00 0 0
2
o U
F-
a
LEGEND (EXISTING)
SAN. SEWER CLEANOUT
FIRE HYDRANT
SAN. SEWER MANHOLE
WATER VALVE
STORM DRAIN MANHOLE
GAS VALVE
TELEPHONE RISER
STORM DRAIN CATCH BASIN
TELEPHONE VAULT
STORM DRAIN CULVERT
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
BEAM GUARDRAIL
® GABION WALL
NEW OR RELOCATED SIGN AND POST
NOTES:
1. FOR ROADWAY SECTION AND OTHER DETAILS SEE SHEET 2.
2. FOR SITE PREPARATION PLAN SEE SHEET 11.
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.
44*0-�
20 0 20 40
SCALE FEET
VIEW. PLOT
DATE 07/06/95 11:03 -
DWG NAME: G: \TRANS \1837012 \PLANS \LW_P10.DWG
JOB N0. 1837012
CHECKED:
Ak, / ALPHA Engineering Group, Inc. I NO. REVISION BY APPR. DATE APPROVED: XX
EXPIRES 11/6/96
LEGEND (EXISTING)
NOTES:
SAN. SEWER CLEANOUT
FIRE HYDRANT
SAN. SEWER MANHOLE
WATER VALVE
STORM DRAIN MANHOLE
GAS VALVE
- BEAM GUARDRAIL
TELEPHONE RISER
STORM DRAIN CATCH BASIN
MOUNTING AND INSTALLATION.
�{ NEW OR RELOCATED SIGN AND POST
TELEPHONE VAULT
STORM DRAIN CULVERT
5. CONTACT ALL UTILITY COMPANIES INVOLVED AND
POWER VAULT
STORM DRAIN MANHOLE
6. SEE CITY OF RENTON STANDARD PLAN H001 AND H002
DITCH
JUNCTION BOX
WATER METER
GUARD POST
UTILITY POLE n>
BRASS PLUG
UTILITY POLE ANCHOR ""
R/R CROSSING GATE
LUMINAIRE ON UTILITY POLE a-
R/R CROSSING SIGNAL
SIGN
RIGHT OF WAY
ti
SEC. 5, T.23 N., R.5 E., W.M.
- SSPdH _ _ ------ ---= LW 120+12A6 Pl�
7R6- *1 - ?aq2
"EM PLOT
DATE: 07/06/95 11:01 —
DWG NAME: 0: \TRANS \1837012 \PLANS \LW_P11.DWG
JOB NO. 1837012
20 0 20 40
SCALE FEET
1
0
O
_ Z_T
BIKE LANE SYMBOL (TYP.)
1 (SEE NOTE 8)
LW 117 +85 RT.
R7 -9 (12 "x18'
SKIP SINGLE YELLOW, TYPE 1 AND
TYPE 2d LANE MARKERS (TYP.)
SSMH
_I
LW 119 +40 LT.
R9 -7 MOD (12 "x18"
SEE SHEET FORT
F
4" WHITE PAINT STRIPE,"'
,a
s
Ak, ALPHA Engineering Group, Inc.
WON
LS
b
0
N
IQ
T.,22920C
NOTES:
LEGEND (PROPOSED)
1. FOR ROADWAY SECTION AND OTHER DETAILS SEE SHEET 2.
0 PROPOSED PAVEMENT WIDENING
2. FOR SITE PREPARATION PLAN SEE SHEET 12
- BEAM GUARDRAIL
3. SEE CITY OF RENTON STANDARD PLAN G021 FOR SIGN
MOUNTING AND INSTALLATION.
�{ NEW OR RELOCATED SIGN AND POST
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 CO20, CO27 AND C034
FOR BEAM GUARDRAIL TERMINAL AND ANCHOR.
8. SEE CITY OF RENTON STANDARD PLAN H009
FOR BIKE LANE SYMBOL.
SEC. 5, T.23 N., R.5 E., W.M.
- SSPdH _ _ ------ ---= LW 120+12A6 Pl�
7R6- *1 - ?aq2
"EM PLOT
DATE: 07/06/95 11:01 —
DWG NAME: 0: \TRANS \1837012 \PLANS \LW_P11.DWG
JOB NO. 1837012
20 0 20 40
SCALE FEET
1
0
O
_ Z_T
BIKE LANE SYMBOL (TYP.)
1 (SEE NOTE 8)
LW 117 +85 RT.
R7 -9 (12 "x18'
SKIP SINGLE YELLOW, TYPE 1 AND
TYPE 2d LANE MARKERS (TYP.)
SSMH
_I
LW 119 +40 LT.
R9 -7 MOD (12 "x18"
SEE SHEET FORT
F
4" WHITE PAINT STRIPE,"'
,a
s
Ak, ALPHA Engineering Group, Inc.
WON
LS
b
0
N
IQ
T.,22920C
LEGEND (EXISTING)
SAN. SEWER CLEANOUT
FIRE HYDRANT
SAN. SEWER MANHOLE
WATER VALVE
STORM DRAIN MANHOLE
GAS VALVE
TELEPHONE RISER
STORM DRAIN CATCH BASIN
TELEPHONE VAULT
STORM DRAIN CULVERT
POWER VAULT
STORM DRAIN MANHOLE --I
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
I_
�1
7-/? to -0/ -1a N
MEW: PLOT
DATE: 07/06/95 10:57 —
DWG NAME: G:\TRANS\1837012\PLANS\LW-Pl2.DWO
JOB N0, 1837012
Sst3�rt _
LW 121 +25 (19' LT.)
LEGEND (PROPOSED) NOTES:
1. FOR ROADWAY SECTION AND OTHER DETAILS SEE SHEET 2.
PROPOSED PAVEMENT WIDENING 2. FOR SITE PREPARATION PLAN SEE SHEET 13.
BEAM GUARDRAIL 3. SEE CITY OF RENTON STANDARD PLAN GO21 FOR SIGN
MOUNTING AND INSTALLATION.
�{ NEW OR RELOCATED SIGN AND POST 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 HOO1 AND HOO2
FOR CHANNELIZATION MARKERS DETAIL.
7. SEE CITY OF RENTON STANDARD PLAN CO2O, CO27 AND CO34
FOR BEAM GUARDRAIL TERMINAL AND ANCHOR.
8. SEE CITY OF RENTON STANDARD PLAN HOO9
FOR BIKE LANE SYMBOL.
20 0 20 40
SCALE FEET
Ak, ALPHA Engineering Group, Inc.
SEC. 5, T.23 N., R.5 E., W.M.
18" WHITE, THERMOPLASTIC
STOP BAR
rn
r�
w
Uj
x
1n
0
x
U
H
Q
O
O
LO
N
Q
H
. [n
LIIVIII 11 -1LHI IV Ivl 1-Ij
LEGEND (EXISTING) LEGEND (PROPOSED) NOTES:"
SAN. SEWER CLE,4NOUT FIRE HYDRANT � PROPOSED PAVEMENT WIDENING 1. FOR ROADWAY SECTION AND OTHER DETAILS SEE SHEET 2.
2. FOR SITE PREPARATION PLAN SEE SHEET 14.
SAN. SEWER MANHOLE WATER VALVE 3. SEE CITY OF RENTON STANDARD PLAN G021 FOR SIGN rtr
STORM DRAIN MANHOLE GAS VALVE BEAM GUARDRAIL MOUNTING AND INSTALLATION.
STORM DRAIN CATCH BASIN TELEPHONE RISER ® GABION WALL 4. RESTORE ALL DISRUPTED AREAS BACK TO EXISTING CONDITION. 1
TELEPHONE VAULT A 2277+ �.
STORM DRAIN CULVERT POWER VAULT NEW OR RELOCATED SIGN AND POST 5. CONTACT ALL UTILITY COMPANIES INVOLVED AND �/' AOF4 cIsre4� �w
STORM DRAIN MANHOLE VERIFY ALL EXISTING UTILITIES BEFORE DIGGING. SEC 32 T. N. R. E., W.M. 970NAll
JUNCTION BOX c°
- DITCH 6, SEE CITY OF RENTON STANDARD PLAN H001 AND H002 . , A +� %FIRES li /6/96
WATER METER GUARD POST FOR CHANNELIZATION MARKERS DETAIL. x
UTILITY POLE BRASS PLUG 7. SEE CITY OF RENTON STANDARD PLAN CO20, CO27 AND C034
UTILITY POLE ANCHOR -
RR CROSSING GATE / CITY OF RENTON
FOR BEAM GUARDRAIL TERMINAL AND ANCHOR.
LUMINAIRE ON UTILITY POLE -:.. R/R CROSSING SIGNAL DEPARTMENT OF PUBLIC WORKS
8. SEE CITY OF RENTON STANDARD PLAN H009 LAKE WASHINGTON BLVD
SIGN - RIGHT OF WAY FOR BIKE LANE SYMBOL.
COULON PARK TO NORTH 447H STREET
PAVING & CHANNELIZATION PLAN
YRO -01- ie 9t
DATE: E: 07/06/95 10:54 —
DWG NAME: C: \TRANS \183701[ \PLANS \LW_P13.DWG
JOB NO. 1837012
20 0 20 40
SCALE FEET
Zwk ALPHA Engineering Group, Inc.
12'R
�.
4" WHITE PAINT STRIPE
�--
BIKE LANE SYMBOL (TYP.) -
SKIP SINGLE YELLOW, TYPE -1--AND
o LIMIT OF OVERLAY )�
'o ,:_ (FEATHER TO MA CH
4' BROKEN WHITE
..� .... �.._ _
�..e,..
LEE 8 -- -
129 +15 Ta - -'
"x18"
TYPE 2d LANE MARKERS (TYP.)
7 -
--. .,_
PAINT STRIPE
�
f
iT7MOD ( 12 )
_
1 197.1 G(),09 P T `. --
- --
'�-� `"�•..,
�
\ I W 17_6 , u , 1 is P ::
a`
"�.., _, `- -- '>..4
END TAPER 12' LT & 8' RT �-� -_
-- __
_ _
"
l
TAPER 16' LT. & 4'
RT.
�7BEGIN
t
r
p
N
y
_ /, ':,
SEC. 31 T.24 N.,
R.5 W.M.
,
pL'
SEC.
5, T.23 N., R.5 E., W.M.
LEGEND (EXISTING) LEGEND (PROPOSED) NOTES:"
SAN. SEWER CLE,4NOUT FIRE HYDRANT � PROPOSED PAVEMENT WIDENING 1. FOR ROADWAY SECTION AND OTHER DETAILS SEE SHEET 2.
2. FOR SITE PREPARATION PLAN SEE SHEET 14.
SAN. SEWER MANHOLE WATER VALVE 3. SEE CITY OF RENTON STANDARD PLAN G021 FOR SIGN rtr
STORM DRAIN MANHOLE GAS VALVE BEAM GUARDRAIL MOUNTING AND INSTALLATION.
STORM DRAIN CATCH BASIN TELEPHONE RISER ® GABION WALL 4. RESTORE ALL DISRUPTED AREAS BACK TO EXISTING CONDITION. 1
TELEPHONE VAULT A 2277+ �.
STORM DRAIN CULVERT POWER VAULT NEW OR RELOCATED SIGN AND POST 5. CONTACT ALL UTILITY COMPANIES INVOLVED AND �/' AOF4 cIsre4� �w
STORM DRAIN MANHOLE VERIFY ALL EXISTING UTILITIES BEFORE DIGGING. SEC 32 T. N. R. E., W.M. 970NAll
JUNCTION BOX c°
- DITCH 6, SEE CITY OF RENTON STANDARD PLAN H001 AND H002 . , A +� %FIRES li /6/96
WATER METER GUARD POST FOR CHANNELIZATION MARKERS DETAIL. x
UTILITY POLE BRASS PLUG 7. SEE CITY OF RENTON STANDARD PLAN CO20, CO27 AND C034
UTILITY POLE ANCHOR -
RR CROSSING GATE / CITY OF RENTON
FOR BEAM GUARDRAIL TERMINAL AND ANCHOR.
LUMINAIRE ON UTILITY POLE -:.. R/R CROSSING SIGNAL DEPARTMENT OF PUBLIC WORKS
8. SEE CITY OF RENTON STANDARD PLAN H009 LAKE WASHINGTON BLVD
SIGN - RIGHT OF WAY FOR BIKE LANE SYMBOL.
COULON PARK TO NORTH 447H STREET
PAVING & CHANNELIZATION PLAN
YRO -01- ie 9t
DATE: E: 07/06/95 10:54 —
DWG NAME: C: \TRANS \183701[ \PLANS \LW_P13.DWG
JOB NO. 1837012
20 0 20 40
SCALE FEET
Zwk ALPHA Engineering Group, Inc.
LEGEND (EXISTING)
SAN. SEWER CLEANOUT
FIRE HYDRANT
SAN. SEWER MANHOLE
WATER VALVE
STORM DRAIN MANHOLE
GAS VALVE
TELEPHONE RISER
STORM DRAIN CATCH BASIN
TELEPHONE VAULT
STORM DRAIN CULVERT
POWER VAULT
STORM DRAIN MANHOLE
DITCH
JUNCTION BOX
WATER METER
GUARD POST
UTILITY POLE
N
BRASS PLUG
UTILITY POLE ANCHOR
R/R CROSSING GATE
LUMINAIRE ON UTILITY POLE
dY
R/R CROSSING SIGNAL
— SIGN
RIGHT OF WAY
1
4"
(AC
LEGEND (PROPOSED) NOTES:
1. FOR ROADWAY SECTION AND OTHER DETAILS SEE SHEET 2.
PROPOSED PAVEMENT WIDENING 2, FOR SITE PREPARATION PLAN SEE SHEET 15.
BEAM GUARDRAIL 3. SEE CITY STANDARD PLAN G021 FOR SIGN MOUNTING AND
INSTALLATION.
.� NEW OR RELOCATED SIGN AND POST 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 CO20, CO27 ,ND C034
FOR BEAM GUARDRAIL TERMINAL AND ANCHOR.
8. SEE CITY OF RENTON STANDARD PLAN H009
FOR BIKE LANE SYMBOL.
SEC. 31 T.24 N., R.5 E., W.M.
7410 - y1 / -I2 92
VIEW, PLOT
DATE, 07/06/95 10:52.
DWG NAME: G: \TRANS \1837012 \PLANS \LW —P14.DWG
JOB NO. 1837012
20 0 20 40
1 " =20'
SCALE FEET
ZIW%k ALPHA Engineering Group, Inc. NO.
LEGEND (EXISTING)
NOTES:
SAN. SEWER CLEANOUT
FIRE HYDRANT
SAN. SEWER MANHOLE
WATER VALVE
STORM DRAIN MANHOLE
GAS VALVE
�{ NEW OR RELOCATED SIGN AND POST
TELEPHONE RISER
STORM DRAIN CATCH BASIN
4. RESTORE ALL DISRUPTED AREAS BACK TO EXISTING CONDITION.
TELEPHONE VAULT
STORM DRAIN CULVERT
VERIFY ALL EXISTING UTILITIES BEFORE DIGGING.
STORM DRAIN MANHOLE h
POWER VAULT
- DITCH
JUNCTION BOX
WATER METER
GUARD POST
UTILITY POLE a
BRASS PLUG
UTILITY POLE ANCHOR
R/R CROSSING GATE
LUMINAIRE ON UTILITY POLE
R/R CROSSING SIGNAL
SIGN - - -• •a• - •
RIGHT OF WAY
ct
1—
r
w
y 'r
Or 'o
U
o�0
Q'
U�
77ec - Sr /QJa y=
LEGEND (PROPOSED)
NOTES:
$q'-
1. FOR ROADWAY SECTION AND OTHER DETAILS SEE SHEET 2.
PROPOSED PAVEMENT WIDENING
2. FOR SITE PREPARATION PLAN SEE SHEET 17.
Ii
3. SEE CITY OF RENTON STANDARD PLAN G021 FOR SIGN
�{ NEW OR RELOCATED SIGN AND POST
MOUNTING AND INSTALLATION.
— - --
PAINT STRIPE
4. RESTORE ALL DISRUPTED AREAS BACK TO EXISTING CONDITION.
5. CONTACT ALL UTILITY COMPANIES INVOLVED AND
VERIFY ALL EXISTING UTILITIES BEFORE DIGGING.
R7 -9 (12 "x18 )
4' WHITE PAINT STRIPE -
-(ACROSS CROSS DRIVEWAY ONLY)
6. SEE CITY OF RENTON STANDARD PLAN HO01 AND H0O2
FOR CHANNELIZATION MARKERS DETAIL.
7. SEE CITY OF RENTON STANDARD PLAN H0O9
FOR BIKE LANE SYMBOL.
4" WHITE PAINT STRIPE
LAKE WASHINGTON BLVD.
VIEW: plot
OATS 07 08/95 10:50,
DWG NAME: G: TRANS \1837012 \PLANS \LW _P150WG
JOB NO, 1837012
I
i
tl
k
Q
w"
139 -7 MOD (12 "x18 ")
SEE SHEET 2 FOR DETAIL
—BIKE LANE SYMBOL (TYP.)
(SEE NOTE 7)
1 R)+
SEC. 31 T.24 N., R.5 E., W.M.
SKIP SINGLE YELLOW, TYPE 1 AND
TYPE 2d LANE MARKERS (TYP.)
Awk ALPHA
(SEE SHEE'
INST
AR Ii BY
Group, Inc.
10' R
# -... _ wv T
DETAIL)
ID PLACED RIPRAP
E INLET AS DIRECTS
INEER. d
I
w
(L I
CO Y
r -J �
co
l
t �
w
a
0
r
o .,. tU
0
N
LIMIT OF OVERLAY
(FEATHER TO MATCH)
4" BROKEN WHITE PAINT STRIPE
T zzq,z /a
`0
R O:L� i 8,4
1
bl$ w
^1 of
F� T
A 22774 4
?p gEC13TEtE�+ `aW�V
�S'SIONAG £T�GV �`
EXPIRES II/6/M
$q'-
25'R
\—;i7
- -- -- --
Ii
WHITE
PAINT STRIPE
4" BROKEN WHITE
— - --
PAINT STRIPE
LW 140 +40 T.
R7 -9 (12 "x18 )
4' WHITE PAINT STRIPE -
-(ACROSS CROSS DRIVEWAY ONLY)
r
I
Awk ALPHA
(SEE SHEE'
INST
AR Ii BY
Group, Inc.
10' R
# -... _ wv T
DETAIL)
ID PLACED RIPRAP
E INLET AS DIRECTS
INEER. d
I
w
(L I
CO Y
r -J �
co
l
t �
w
a
0
r
o .,. tU
0
N
LIMIT OF OVERLAY
(FEATHER TO MATCH)
4" BROKEN WHITE PAINT STRIPE
T zzq,z /a
`0
R O:L� i 8,4
1
bl$ w
^1 of
F� T
A 22774 4
?p gEC13TEtE�+ `aW�V
�S'SIONAG £T�GV �`
EXPIRES II/6/M
LEGEND (EXISTING)
SAN. SEWER CLEANOUT
FIRE HYDRANT
SAN. SEWER MANHOLE
WATER VALVE
STORM DRAIN MANHOLE
" '✓
GAS VALVE
TELEPHONE RISER
STORM DRAIN CATCH BASIN
TELEPHONE VAULT
STORM DRAIN CULVERT
�`,j
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) NOTES-
1.
PROPOSED PAVEMENT WIDENING 1. FOR ROADWAY SECTION AND OTHER DETAILS SEE SHEET 2.
2. FOR SITE PREPARATION SEE SHEET 17.
�{ NEW OR RELOCATED SIGN AND POST 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 1-1001 AND H002
FOR CHANNELIZATION MARKERS DETAIL.
7. SEE CITY OF RENTON STANDARD PLAN H009
FOR BIKE LANE SYMBOL.
C �—
W
O =r
VI —
0
V
Qo
o
�I
2
-10'R
t �
1
,fo- 4di,lj92
DA' E: 07/06/95 10:413 —
DWG NAME: G: \TRANS \1837012 \PLANS \- W316.DWG
JOB N0, 1837012
7 _
—4" WHITE PAINT STRIPE
" WHITE PAINT STRIPE
SEC. 31, T.24 N., R.5 E., W.M.
/ LW 143 +50 LT. w v \LW
R9 -7 MOD (12"x18 ") /� A\
SEE SHEET 2 FOR DETAIL (TYP.) LAKE WASHINGTON BLVD.
r _ 20'R
lsl Z
SKIP SINGLE YELLOW TYPE 1 AND 1
TYPE 2d LANE MARKERS (TYP.) /'
20 0 20 40
1"=20'
SCALE FEET
LW 144 +20 RT.
137 -9 (12'x18 ")
4" BROKEN WHITE PAINT STRIP
1'
I
w i
W �( J yy
�
F'
LIMIT OF OVERLAY
(FEATHER TO MATCH) _
t
4•
L
A
e �
(P, It, ! i
� 6
t1 ,pk
�® ALPHA Engineering Group, Inc. NO. REVISION
8 5
4 ��9
0
_ o
4;' WHITE PAINT STRIPE
T -1 -?911
LEGEND (EXISTING)
NOTES:
SAN. SEWER CLEANOUT
FIRE HYDRANT
SAN. SEWER MANHOLE
WATER VALVE
STORM DRAIN MANHOLE
GAS VALVE
TELEPHONE RISER
STORM DRAIN CATCH BASIN
4. RESTORE ALL DISRUPTED AREAS BACK TO EXISTING CONDITION.
TELEPHONE VAULT
STORM DRAIN CULVERT
VERIFY x ALL EXISTING UTILITIES BEFORE DIGGING.
POWER VAULT
STORM DRAIN MANHOLE
FOR CHANNELIZATION MARKERS DETAIL.
DITCH
JUNCTION BOX
WATER METER
GUARD POST
UTILITY POLE
BRASS PLUG
UTILITY POLE ANCHOR ""
R/R CROSSING GATE
LUMINAIRE ON UTILITY POLE e c_h,.
R/R CROSSING SIGNAL
SIGN - - —
RIGHT OF WAY
7Ra -Or/- 2 191
PLOT
DATE: 07/06/95 10: 46am
OWG NAME: G: \TRANS \1837012 \PLAN:
JOB NO. 1837012
LEGEND (PROPOSED)
NOTES:
PROPOSED PAVEMENT WIDENING
1. FOR ROADWAY SECTION AND OTHER DETAILS SEE SHEET 2.
2. FOR SITE PREPARATION PLAN SEE SHEET 18.
NEW OR RELOCATED SIGN AND POST
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 x 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.
8. SEE CITY OF RENTON STANDARD PLAN CO20, CO27 AND C034
FOR BEAM GUARDRAIL TERMINAL AND ANCHOR.
i
SEC. 31 T.24 N., R.5 E., W.M.
0,LT:
149
LEGEND (EXISTING)
SAN. SEWER CLEANOUT
FIRE HYDRANT
SAN. SEWER MANHOLE
WATER VALVE
STORM DRAIN MANHOLE
GAS VALVE
TELEPHONE RISER
STORM DRAIN CATCH BASIN
TELEPHONE VAULT
- STORM DRAIN CULVERT
POWER VAULT
STORM DRAIN MANHOLE
JUNCTION BOX
DITCH
WATER METER
GUARD POST
UTILITY POLE
BRASS PLUG
UTILITY POLE ANCHOR Li
R/R CROSSING GATE
LUMINAIRE ON UTILITY POLE Y1�v
R/R CROSSING SIGNAL
SIGN --
RIGHT OF WAY
M
�r
F-
W
w
2
N
Oi
S
Q
Q
LW 152 +051 (15' LT.)
LW 152 +101 (15' LT.)
TERMINAL END DESIGN G
WITH TYPE 4 ANCHOR
(SEE NOTE 7)
LEGEND (PROPOSED)
PROPOSED PAVEMENT WIDENING
BEAM GUARDRAIL
® GABION WALL
NEW OR RELOCATED SIGN AND POST
LW 153 +00 (20.60' LT.)
BREAKAWAY CABLE TERMINAL (BCT)
(SEE NOTE 7)
1-1
NOTES:
1. FOR ROADWAY SECTION AND OTHER DETAILS SEE SHEET 2.
2. FOR SITE PREPARATION PLAN SEE SHEET 19.
3, SEE CITY OF RENTON STANDARD PLAN G012 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 CO20, CO27 AND C034
FOR BEAM GUARDRAIL TERMINAL AND ANCHOR.
8. SEE CITY OF RENTON STANDARD PLAN H009
FOR BIKE LANE SYMBOL.
LW 152 ±60
BEGIN TAPER 6' LT & 14' RT.
LW 152 +53 RT. '\
R7 -9 12 x18 _
BIKE LAN _/SYMBOL�(TYP.) �
(SEE NOTE 8) \�
4" WHITE PAINT TRIPE �
(ACROSS DRIVEW4,Y ONLY)
e �t
20 0 20 40
SCALE FEET a
rRa —w— zz9z --
VIEW: PLOT
DATE! 11/28/95 10:10 —
DWG NAME: G. \TRANS \1837012 \PLANS \LW_Pl8.DW3
JOB NO. 1837012
LW 154 +26.81 P.T.
4" WHITE PAINT STRIPE
7 MOD (12'x18 ")
SHEET 2 FOR DETAI
SEC. 31 T.24 N., R.5 E., W.M.
® LAKE WASHINGTON BLVD.
" F._:
BEGIN TAPER 8' LT. & 12' RT.1
— - - —� -- -
SKIP SINGLE YELLOW, TYPE 1 AND
TYPE 2d LANE MARKERS (TYP.) 1.A,
�i
i
it LW 1$6+5
_Q RT.
i
R7— 12 x1-8
PIA #-A 21 t,
SEC. 32 -2 N., R.5 E., W.M. CITY DEPARTME
LAKE A
COULON PA
_ DESIGNED: A.M.
DRAWN: K.B.
CHECKED: M.A.
ALPHA Engineering Group, Inc. ND. REVISION BY APPR, DATE APPROVED: xx
7 -- , 6,i?
LEGEND (EXISTING)
NOTES:
SAN. SEWER CLEANOUT
FIRE HYDRANT
SAN. SEWER MANHOLE
WATER VALVE
STORM DRAIN MANHOLE
GAS VALVE
1
TELEPHONE RISER
STORM DRAIN CATCH BASIN
4. RESTORE ALL DISRUPTED AREAS BACK TO EXISTING CONDITION.
TELEPHONE VAULT
STORM DRAIN CULVERT
VERIFY ALL EXISTING UTILITIES BEFORE DIGGING.
POWER VAULT
STORM DRAIN MANHOLE
FOR CHANNELIZATION MARKERS DETAIL.
DITCH
JUNCTION BOX
WATER METER
GUARD POST
UTILITY POLE
BRASS PLUG
UTILITY POLE ANCHOR H
R/R CROSSING GATE
LUMINAIRE ON UTILITY POLE Y
R/R CROSSING SIGNAL
SIGN RIGHT OF WAY
LEGEND (PROPOSED)
NOTES:
0 PROPOSED PAVEMENT WIDENING
1. FOR ROADWAY SECTION AND OTHER DETAILS SEE SHEET 2.
2. FOR SITE PREPARATION PLAN SEE SHEET 20
' BEAM GUARDRAIL
3. SEE CITY OF RENTON STANDARD PLAN GO21 FOR SIGN
1
MOUNTING AND INSTALLATION.
NEW OR RELOCATED SIGN AND POST
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 HOO1 AND HOO2
FOR CHANNELIZATION MARKERS DETAIL.
7. SEE CITY OF RENTON STANDARD PLAN CO2O, CO27 AND CO34
FOR BEAM GUARDRAIL TERMINAL AND ANCHOR. .-
T.24 N., R.5 E., W.M.
W
O
U
F-
Q
O
O
r
L2
Q
t-
8. SEE CITY OF RENTON STANDARD PLAN HOO9
FOR BIKE LANE SYMBOL. r'
7 20 0 20 40
VIEW. PLOT
DATE: 07/06/95 10:40 —
DWG NAME: 0: \TRANS \1837012 \PLANS \LW319.DWG `� SCALE FEET
JOB NO. 1837012
4
�V
Z® ALPHA
l
't
`a
SEC. 32 T.24 N., R.5 E., W.M.
Group, Inc.
L--
w
Ld
N
O
F-
U
H
Q
O
O
N
jQk
•
1
4
�V
Z® ALPHA
l
't
`a
SEC. 32 T.24 N., R.5 E., W.M.
Group, Inc.
L--
w
Ld
N
O
F-
U
H
Q
O
O
N
jQk
LEGEND (EXISTING)
SAN. SEWER CLEANOUT
FIRE HYDRANT
SAN. SEWER MANHOLE
WATER VALVE
STORM DRAIN MANHOLE
. "'
GAS VALVE
TELEPHONE RISER
STORM DRAIN CATCH BASIN
TELEPHONE VAULT
STORM DRAIN CULVERT
I
POWER VAULT
STORM DRAIN MANHOLE
DITCH
JUNCTION BOX
WATER METER
GUARD POST
UTILITY POLE
d
BRASS PLUG
UTILITY POLE ANCHOR
13 = = = -'-
R/R CROSSING GATE
LUMINAIRE ON UTILITY POLE
aa9
R/R CROSSING SIGNAL
- SIGN
-- - -
RIGHT OF WAY
LEGEND (PROPOSED) NOTES:
1. FOR ROADWAY SECTION AND OTHER DETAILS SEE SHEET 2.
PROPOSED PAVEMENT WIDENING 2. FOR SITE PREPARATION PLAN SEE SHEET 21.
— — DITCH 3. SEE CITY OF RENTON STANDARD PLAN G021 FOR SIGN
MOUNTING AND INSTALLATION.
1 NEW OR RELOCATED SIGN AND POST 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.
SEC. 31 T.24 N., R.5 E., W.M. y SEC. 32 T.24 N., R.5 E., W.M.
I—E
LW 162 +45 �b
R9 -7 MOD (12 "x18 ") IF SEE SHEET 2 FOR DETAIL �s SEE SHEET 18" WHITE \� GROUP 2 CLW 162 +30 I THERMOPLA TIC END TAPER STOP BAR _ 14' LT. & 6' RT. 96 �s Lo UJI 4" WHITE LAKE W BLVD.
=PAINT STRIPE , /
w •'C /25'R � 25'R
0
co - - --
12", SD --- ----- ,.a--,'-,
11"14
H
v) _ __- —
LIMIT OF OVERLAY
4
(FEATHER TO MATCH=
OM WM
7 "R0 - 0/- ?192
DATE: 11/28/95 09: 53om
DWG NAME: G: \TRANS \1837012 \PLANS \LW—P20.DWG
JOB NO. 1837012
N 25 °03'59" E
LIMIT OF OVERLAY \ ,
(FEATHER TO MATCH)' \
. _ :��
:GRADE EXISTING GRADE /\
���
FA. 0 +00
LW 163 +10.88
4" WHITE PAINT STRIPE \
(ACROSS DRIVEWAY ONLY)
20 0 20 40
1° =20'
SCALE FEET
LW 164 +73.'34 O.T.S.
165 +00
4" WHITE PAINT STRIPE
LW 164 +50
R r9 i12"x1
/W` ALPHA Engineering Gro
D89
R:O 9
l000-�
4" WHITE PAINT STRIPE /
ush
SKIP SINGLE YELLOW, TYPE 1 AND
TYPE 2d LANE MARKERS (TYP.)
LIMIT OF OVERLAY
(FEATHER TO MATCH)
4" WHITE PAINT STRIPE
(ACROSS DRIVEWAY ONLY
s'
` � T
In c.
ss
3 -7 MOD (12 "08 ")
KE LANE SYMBOL (TYP.)
EE NOTE 7) �r
L
T
1 a o =
H
Q
0
.r ; Y 0
S +
SD H
0
LAN \1166 +9
LEGEND (EXISTING)
SAN. SEWER CLEANOUT
FIRE HYDRANT
SAN. SEWER MANHOLE
WATER VALVE
STORM DRAIN MANHOLE
GAS VALVE
TELEPHONE RISER
STORM DRAIN CATCH BASIN
TELEPHONE VAULT
STORM DRAIN CULVERT
POWER VAULT
STORM DRAIN MANHOLE -`-
DITCH
JUNCTION BOX
WATER METER
GUARD POST
UTILITY POLE
BRASS PLUG
UTILITY POLE ANCHOR L! ''
R/R CROSSING GATE
LUMINAIRE ON UTILITY POLE
R/R CROSSING SIGNAL
SIGN - -- RIGHT OF WAY
LEGEND (PROPOSED) NOTES:
1. FOR ROADWAY SECTION AND OTHER DETAILS SEE SHEET 2.
PROPOSED PAVEMENT WIDENING 2, FOR SITE PREPARATION PLAN SEE SHEET 22.
.� NEW OR RELOCATED SIGN AND POST 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.
SEC. 32 T.24 N., R.5 E., W.M.
40
Co
d'
r
W
W
N
O
r
U,
a�
0
0
r
Q
7Ra — 4ci -rryz
DIATE: 07//90:
DWG NAME: G: \\TRANS \1065 1 35—
837012 \PLANS \LW_P21.DWG
JOB NO. 1837012
ssn,H BEGIN TAPER 14' LT. & 6' RT. R9 -7 MOD (12 "x18 ") LW 171 +40
- -- - CJ �` ss - - - -- -- ----- - -- - -- ---- - - - - - -- SEE SHEET 2 FOR DETAIL END TAPE
h - - 1 �6' 5S- - -- - - - -- - --
20'R
4" BROKEN WHITE-
PAINT ry
�
STRIPE
LIMIT OF OVERLAY —
(FEATHER TO MATCH)
v
\LW 168 +50 (RT.)
10'R R7-9 (12%18")
c.
\.� Nx ;.
5N
0
w
20 0 20 40
SCALE FEET
4" WHITE PAINT STRIPE
�4F4
9�
a!
'\
ZIW%k ALPHA
Inc.
W X1.1-71.91 O.S.
R10' LT. &10'RT
00
H
W
W
2
O
v..�<s.�. I—
a
o O
•- O
^r +
N
n
4" WHITE AINT STF IPE
(ACROSS RIVEWAY IIONL Y) -x-
AV - - - - -- -
I
rm.424292/6
LEGEND (EXISTING)
NOTES:
SAN. SEWER CLEANOUT
FIRE HYDRANT
" SAN. SEWER MANHOLE
WATER VALVE
STORM DRAIN MANHOLE
GAS VALVE
2 LF, 12" PIPE, S = .005
REGRADE DITCH TO MATCH PIPE
TELEPHONE RISER
STORM DRAIN CATCH BASIN
4. RESTORE ALL DISRUPTED AREAS BACK TO EXISTING CONDITION.
TELEPHONE VAULT
STORM DRAIN CULVERT
VERIFY ALL EXISTING UTILITIES BEFORE DIGGING.
REMOVE AND REPLACE EXISTING PIPE
POWER VAULT
STORM DRAIN MANHOLE
FOR CHANNELIZATION MARKERS DETAIL.
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
%'RG -44/ -2,191
LEGEND (PROPOSED)
NOTES:
PROPOSED PAVEMENT WIDENING
1. FOR ROADWAY SECTION AND OTHER DETAILS SEE SHEET 2.
4" BROKEN WHITE PAINT STRIPE
2. FOR SITE PREPARATION PLAN SEE SHEET 23.
BEAM GUARDRAIL
3. SEE CITY OF RENTON STANDARD PLAN G021 FOR SIGN
2 LF, 12" PIPE, S = .005
REGRADE DITCH TO MATCH PIPE
MOUNTING AND INSTALLATION.
NEW OR RELOCATED SIGN AND POST
4. RESTORE ALL DISRUPTED AREAS BACK TO EXISTING CONDITION.
5. CONTACT ALL UTILITY COMPANIES INVOLVED AND
48 LF, 12" PIPE, S = .040
VERIFY ALL EXISTING UTILITIES BEFORE DIGGING.
REMOVE AND REPLACE EXISTING PIPE
6. SEE CITY OF RENTON STANDARD PLAN H001 AND H002
FOR CHANNELIZATION MARKERS DETAIL.
CB #2, TYPE 2, 54"
7. SEE CITY OF RENTON STANDARD PLAN CO20, CO27 AND C034
STA. 176 +50, 19' RT.
FOR BEAM GUARDRAIL TERMINAL AND ANCHOR.
REMOVE AND REPLACE EXISTING CATCH BASI �� Pc� �cTSsrs eE°�w� /�9r
N 7
` S97 ENS
ONAt 7
�' 7,
8. SEE CITY OF RENTON STANDARD PLAN H009
11/6/96 '
FOR BIKE LANE SYMBOL.
SEE SHEET 2 FOR
SSMH
SKIP SINGLE YELLOW, TYPE 1
AND TYPE 2d LANE MARKERS (TYP.)
Ld
H r
w
SEC. 32, T.24 N., R.5 E., W.M.
01111111"14��
36 LF, 18" PIPE, S = .30
REMOVE EXISTING PIPE, IF ENCOUNTRED
35 LF, 18" PIPE, S = .045
BIKE LANE SYMBOL (TYP.) REMOVE EXISTING PIPE, IF ENCOUNTRED
(SEE NOTE 8) LW 176 +04 19' LT.
TERMINAL END DESIGN G
-36" s WI- TH- TYPE -Q- ANCHOR -_ss' s------ -- -- -- _ - - - --
(SEE NOTE 7)
4 ®WHITE PAINT STRIPE
N 39 °48.02" F
LW 172 +50 RT.
R7 -9 '(12' x18') S MH
40'R
W! I
CONC. ANCHOR
CB #3, TYPE 2, 54"
STA. 176 +50. 16' RT
(SEE NOTE 7)
--W W -I
oo
b =
U
F-
o
O
+
T
4" WHITE PAINT STRIPE
`.
V,
1-W 175 +70 RT.
R7 -9 12 x18
LAKE WASHINGTON BLVD.
REMOVE AND REPLACE EXISTING CATCH BASIN
\
4" BROKEN WHITE PAINT STRIPE
" �A \V REGRADE DITCH TO MATCH PIPE
~
4" WHITE PAINT STRIPE
(ACROSS DRIVEWAY ONLY)
2 LF, 12" PIPE, S = .005
REGRADE DITCH TO MATCH PIPE
\\
\k
S IX
VIEW. plot
DATE: 07/06/95 10:33"
DWG NAME: G:\TRANS\1837012\PLANS\LW—P22.DWG
JOB NO. 1837012
20 0 20 40
SCALE FEET
CB #1, TYPE 2, 54 "'A
STA. 176 +02, 27' RT.
A
�, �� �� \ 42 LF-j -12" PIPE, S = .020
ti
REMOVE AND REPLACE
REMOVE AND REPLACE EXISTING CATCH BASIN
- EXISTING PIPE
4" BROKEN WHITE PAINT STRIPE
" �A \V REGRADE DITCH TO MATCH PIPE
ROLL 149
LIMIT OF OVERLAY
(FEATHER TO MATCH)
CB #1, TYPE 2, 54 "'A
STA. 176 +02, 27' RT.
A
�, �� �� \ 42 LF-j -12" PIPE, S = .020
ti
REMOVE AND REPLACE
REMOVE AND REPLACE EXISTING CATCH BASIN
- EXISTING PIPE
4" BROKEN WHITE PAINT STRIPE
" �A \V REGRADE DITCH TO MATCH PIPE
LIMIT OF OVERLAY
(FEATHER TO MATCH)
S IX
48 LF, 12" PIPE, S = .040
REMOVE AND REPLACE EXISTING PIPE
S
y
CB #2, TYPE 2, 54"
�A
STA. 176 +50, 19' RT.
\, A 22774 e
REMOVE AND REPLACE EXISTING CATCH BASI �� Pc� �cTSsrs eE°�w� /�9r
N 7
` S97 ENS
ONAt 7
�' 7,
11/6/96 '
ANALPHA Engineering Group, Inc.
-
LEGEND (EXISTING)
SAN. SEWER CLEANOUT
FIRE HYDRANT
SAN. SEWER MANHOLE
WATER VALVE
STORM DRAIN MANHOLE " "
GAS VALVE
TELEPHONE RISER
STORM DRAIN CATCH BASIN
TELEPHONE VAULT
STORM DRAIN CULVERT
"
POWER VAULT
STORM DRAIN MANHOLE
DITCH
JUNCTION BOX
WATER METER
GUARD POST
UTILITY POLE iF'
BRASS PLUG
UTILITY POLE ANCHOR
R/R CROSSING GATE
LUMINAIRE ON UTILITY POLE
R/R CROSSING SIGNAL
SIGN —• °°
RIGHT OF WAY
LEGEND (PROPOSED) NOTES:
1. FOR ROADWAY SECTION AND OTHER DETAILS SEE SHEET 2.
PROPOSED PAVEMENT WIDENING 2, FOR SITE PREPARATION PLAN SEE SHEET 24.
NEW OR RELOCATED SIGN AND POST 3. SEE CITY OF RENTON STANDARD PLAN 0021 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 HO02
FOR CHANNELIZATION MARKERS DETAIL.
7. SEE CITY OF RENTON STANDARD PLAN HOD9
FOR BIKE LANE SYMBOL.
SEC. 32 T.24 N., R.5 E., W.M. LW 181 +80
BEGIN TAPER 10' RT. & 10' LT
180+ -00
eering Group, Inc.
m
_110
O
o �
o O
O
LO
Q
LIMIT OF OVERLAY-
(FEATHER-f6 MATCH)
ROLL 149
I` a
�L
LW 177 +80 (LT.)
R9 -7 MOD (12"x18 ")
SEE SHEET 2 FOR DETAIL (TYP.)
LIMIT OF OVERLAY
LW 175 +`i1.45 O, T. S.
(FEATHER TO MA CH)
\
4' BROKEN WHITE
�
PAINT STRIP'
35'R
WHITE PAINT STRIPE
--
L4"
W
/
FH
� 35'R
,
. _
U
Q
o
F
4" WHITE PAINT ST IPE a
_.__,
......... _. ._ .._.._ _. _,.._.
.�.m_.
(ACROSS DRIVEWAY ONL
..... . �_.. .�..II
) _a
LAKE
WASHINGTON BLVD.
LIMIT OF OVERLAY
(FEATHER TO MATCH)
BIKE LANE SYMBOL
(TY .)
(SEE NOTE 7)1
LW 1
9 +70 R'.
R7 —
(12"x18 "i
TRo to 2t9L
°,
y
zo o
r' =za
zo ao
MEW: PLOT
,,�4Fe
`d�
SCALE
FEET
DATE: V1.1,5\ 06/ 10: 31om
DWG NAME: S 1837012 \PLANS \Lw_P23.DWG
JOB NO. 1837072
\\'`a q�
y�
�® ALPHA
SEC. 32 T.24 N., R.5 E., W.M. LW 181 +80
BEGIN TAPER 10' RT. & 10' LT
180+ -00
eering Group, Inc.
m
_110
O
o �
o O
O
LO
Q
LIMIT OF OVERLAY-
(FEATHER-f6 MATCH)
ROLL 149
SEC. 32 T.24 N., R.5 E., W.M. LW 181 +80
BEGIN TAPER 10' RT. & 10' LT
180+ -00
eering Group, Inc.
m
_110
O
o �
o O
O
LO
Q
LIMIT OF OVERLAY-
(FEATHER-f6 MATCH)
T- ??9 ?/8
�L
T- ??9 ?/8
LEGEND (EXISTING)
SAN. SEWER CLEANOUT
FIRE HYDRANT
SAN. SEWER MANHOLE
WATER VALVE
STORM DRAIN MANHOLE
GAS VALVE
TELEPHONE RISER
STORM DRAIN CATCH BASIN
TELEPHONE VAULT
STORM DRAIN CULVERT
�I'I
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) NOTES:
1. FOR ROADWAY SECTION AND OTHER DETAILS SEE SHEET 2.
PROPOSED PAVEMENT WIDENING 2. FOR SITE PREPARATION PLAN SEE SHEET 25.
.{ NEW OR RELOCATED SIGN AND POST 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.
LW 182 +50
END TAPER 8' RT. & 12' LT. SKIP SINGLE YELLOW, TYPE 1 AND
TYPE 2d LANE MARKERS (TYP.)
7',f® -kr -1992
0
DATE: 0706/95 10:30..
DWG NAME: G: `\TRANS \1837012 \PLANS \_W_P24.DWG
JOB NO. 1837012
LW 182 +50 (RT.)
BEGIN REGRADE EXISTING DF
(SEE SHEET 2 FOR DETAILS)
20 0 20 40
1 " =20'
SCALE FEET
SEC. 32, T.24 N., R.5 E., W.M.
4" WHITE PAINT STRIPE
LW 185 +50 (LT.)
R9 -7 MOD (12 "x18
i
BACK OF EXISTING
BRIDGF PAVEMFNT SEAT
- -- '-----96" SS -- --- 1...
�__� J_ -jr
185 +00
1 -1 N b S 30 °57 "23" W _.
1n %.
.............
LW 185 +00
BEGIN CENTER TAPER 2' LT.
BEGIN EDGE TAPER 12' LT.
BEGIN EDGE TAPER 8' RT.
LW 184 +60 RT.)
END REGRADE EXISTING DITCH
(SEE SHEET 2 FOR DETAILS)
Zwk ALPHA
In c.
REPLACEMENT (BY 0TH
I�
W
W
0
�H
0
I—
0
+
00
END EDGE T�PER 11' LT.
END EDGE TAPER 11' RT.
END OVERLAY
i
i
i
i
T_? ?q? ®9
T- 2eyw/
LEGEND (EXISTING)
SAN. SEWER CLEANOUT
FIRE HYDRANT
" SAN. SEWER MANHOLE
WATER VALVE
STORM DRAIN MANHOLE
GAS VALVE
TELEPHONE RISER
STORM DRAIN CATCH BASIN
TELEPHONE VAULT
STORM DRAIN CULVERT
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) NOTES:
1. FOR ROADWAY SECTION AND OTHER DETAILS SEE SHEET 2.
0 PROPOSED PAVEMENT WIDENING 2, FOR SITE PREPARATION PLAN SEE SHEET 26.
NEW OR RELOCATED SIGN AND POST 3. SEE CITY OF RENTON STANDARD PLAN GO12 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 HOO1 AND HOO2
FOR CHANNELIZATION MARKERS DETAIL.
7. SEE CITY OF RENTON STANDARD PLAN HOO9
FOR BIKE LANE SYMBOL.
7WO - fir/ a j Rd
DATE: 070/06/95 10:27 —
DWG NAME: G: \TRANS \1837012 \PLANS \LW- P25.DWG
JOB N0, 1837012
20 0 20 40
1 " =20'
SCALE FEET
SEC. 32 T.24 N., R.5 E., W.M.
R9 -7 MOD (12 "x18 ")
SEE SHEET 2 FOR DETAIL (TYP.)
4' WHITE PAINT STRIPE
4,. G - -_
FH
SEC. 29 T.24 N., R.5 E., W.M.
/_A IN
1 h
W J
(n
70'R _
U
�LW 190 +03.16 P.C.- - - N o
BEGIN CENTER LINE CURVE RADIUS ---Coo f
END SKIP SIRGCE YELL -QW MARKERS F
BEGIN DOUBLE YELLOW MARKERS
LW 191 +60 LT
LW 189 +75 1O'RT.) - ___.- R9 -7 (12 °x18 ")
BEGIN EDGE LINE CURVE RADIUS
DOUBLE YELLOW, TYPE 1 AND
TYPE 2d LANE MARKERS
4° WHITE PAINT STRIPE
cl
Zwk ALPHA Engineering Group, Inc.
� L
LW 192+83 RT PRC
END 1000' CURVE RADIUS
BEGIN 150' CURVE RADIUS
ti
o N� _�-
Q ,
N
o = �
� ` 100
04 BOOR 0,
` \ 1 O.R
LW 192 +15 RT
-D11 -1 (1$'x12 ")
M7- 1( L')• (1'x9 ")
4" WHITE PAINT STRIPE "— --d
4"—'BROK'EN WHITE FAINT STRIPE
A LW 193 +7O"P
� ,1 SNIN,� �,oti CURVE R
vD
SEC. 32, T.24 N., R.5 E., W.M.
�Po -ai -1: y a
DIATE: 07/06/95 10: 26am
DWG NAME: G: \TRANS \1837012 \PLANS \LW -P26.DWG
JOB NO. 1837012
n
BEGIN 500' CURVE RADIUS LUMINAIRE ON UTILITY POLE �9v •, R/R CROSSING SIGNAL
SIGN RIGHT OF WAY
4 usvv
DOUBLE YELLOW, TYPE 1 AND
TYPE 2d LANE MARKERS
BIKE LANE SYMBOL (TYP.)
(SEE NOTE 7)
LW 193 +40 LT
R9 -7 MOD (12"08")
SEE SHEET 2 FOR DETAIL (TYP.)
LW 194 +36,, LT
END CE TER LINE ST
4" WHITE PAINT STRIPE
\e rs:
DOUBLE \WHITE, TYPE 1 AND /
TYPE 2e LPNE MARKERS
4" WHITE PAINT STRIPE
20 0 20 40
1" =20
SCALE FEET
114�9
195+00
--La/— . --
4/
A
�QV /
LIMIT OF OVERLAY
` 79,
A. 194 +27 (1.5 LT.)
LW 194 +68+ LT
D11 -1 (18'-X12--
M7 -1 (L) (12 "x9 ")
a
LW 195 +30 LT
D11 -1 18 x12
M7 -1 (L) (12 "x9 ")
NOTES:
1. FOR ROADWAY SECTION AND OTHER DETAILS SEE SHEET 2.
2. FOR SITE PREPARATION PLAN SEE SHEET 27.
3. SEE CITY OF RENTON STANDARD PLAN GO12 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 HOO1 AND HOO2
FOR CHANNELIZATION MARKERS DETAIL.
7. SEE CITY OF RENTON STANDARD PLAN HOO9
FOR BIKE LANE SYMBOL.
i
I
f
1® ALPHA Engineering Gro
In c.
T- ? ?9 ?jB
LEGEND
(EXISTING)
SAN. SEWER CLEANOUT
FIRE HYDRANT
4,111
SAN. SEWER MANHOLE
--
WATER VALVE
......
STORM DRAIN MANHOLE
riGV
GAS VALVE
TELEPHONE RISER
STORM DRAIN CATCH BASIN
TELEPHONE VAULT
STORM DRAIN CULVERT
IP..1
POWER VAULT
(f
STORM DRAIN MANHOLE
-- - ^
DITCH
JUNCTION BOX
WATER METER
GUARD POST
UTILITY POLE
(9
BRASS PLUG
- --
UTILITY POLE ANCHOR
='_-'
R/R CROSSING GATE
BEGIN 500' CURVE RADIUS LUMINAIRE ON UTILITY POLE �9v •, R/R CROSSING SIGNAL
SIGN RIGHT OF WAY
4 usvv
DOUBLE YELLOW, TYPE 1 AND
TYPE 2d LANE MARKERS
BIKE LANE SYMBOL (TYP.)
(SEE NOTE 7)
LW 193 +40 LT
R9 -7 MOD (12"08")
SEE SHEET 2 FOR DETAIL (TYP.)
LW 194 +36,, LT
END CE TER LINE ST
4" WHITE PAINT STRIPE
\e rs:
DOUBLE \WHITE, TYPE 1 AND /
TYPE 2e LPNE MARKERS
4" WHITE PAINT STRIPE
20 0 20 40
1" =20
SCALE FEET
114�9
195+00
--La/— . --
4/
A
�QV /
LIMIT OF OVERLAY
` 79,
A. 194 +27 (1.5 LT.)
LW 194 +68+ LT
D11 -1 (18'-X12--
M7 -1 (L) (12 "x9 ")
a
LW 195 +30 LT
D11 -1 18 x12
M7 -1 (L) (12 "x9 ")
NOTES:
1. FOR ROADWAY SECTION AND OTHER DETAILS SEE SHEET 2.
2. FOR SITE PREPARATION PLAN SEE SHEET 27.
3. SEE CITY OF RENTON STANDARD PLAN GO12 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 HOO1 AND HOO2
FOR CHANNELIZATION MARKERS DETAIL.
7. SEE CITY OF RENTON STANDARD PLAN HOO9
FOR BIKE LANE SYMBOL.
i
I
f
1® ALPHA Engineering Gro
In c.
T- ? ?9 ?jB
8. REFER TO MANU A TC 1 +11.62 1
MANUAL AND SPECIFICATIONS FOR INSTALLING END WALL (5
SEGMENTAL CONCRETE RETAINING WALL.
9. CONTRACTOR MUST WORK WITH PUGET POWER 1 ,)T 51 G„ CONC. RETAINING WA
TO RELOCATE POLE DURING WALL CONSTRUCTION. KEYSTONE WALL OR
10. AN EXISTING WATER LINE IS APPROXIMATELY APPROVED EQUAL -
LOCATED UNDER THE PROPOSED KEYSTONE WALL. WHITE THERMOPLASTIP F
THE CITY WILL RELOCATE THE WATER LINE AWAY CROSSING SYMBOL (TYP.
FROM THE WALL ONCE ITS LOCATION HAS. BEEN L_.
TIED DOWN BY SURVEY. TC 1 +08.03 A.P. (29.01' RT)
C.D.HILLMAN'S HOUSE
g37
LAKE WASHINGTON GARDEN OF EDEN R15 -1 (RELOCATE)
ADDITION TO SEATTLE NO.2 LOT 52 31 -1 (RELOCATE)
(SEE NOTE 4)—�
BLOCK 4 X11/
VOLUME 11, PG. 64 TC 1 +02.01 A.P. 9.95' R /T)
TC 1 +03 3' RT.) HE
W1 -7
i
TC 1 +12.05
LOT 5.3
RELOCATE UTIL "TY
POLE (BY -0 . S)
- -- - - -Fate 114 I r a1 \
- - 1._ +02.01 A.P ". 9.95 LT
HOUSE I RELOCATE /EXISTING
7C„ MAIL BOX /STAND HIND
UARDRAIL
LOT 54� - - - --
a1 rvNr. CAP
/
/
-. - _ , ,' i• ASPHALT
TC 1 +113 340 L
IT
R15—
R1 X
NG
(TYP
EXISTING BNRR
RAILROAD TRACKS
35'
9' 1 2' 20 1 4' 4' 4
1
BEAM GUARDRAIL
HYDROSEED TYPE 1 4" CRUSHED SURFACE TOP COURSE
n n
KEYSTONE WALL 2N'1 CEMENT CONC. RR XING
OR APPROVED EQUAL (BY OTHERS)
8' MAX. 3' ASPHALT CONC. CL. B.
(SEE NOTE 8)
/ EXISTING SLOPE
— / GRAVEL BACKFILL FOR WALLS PER 9- 03,12(2)
GEOGRID PLACED AND COMPACTED IN 8" LIFTS.
R by REINFORCEMENT
¢ (SEE NOTE 8)
TYPICAL SECTION ON TC LINE
dl V
BEGIN W ALL--(-SE E'NOTE�B)'
r - -- o p
BEAM GUARDRAIL /
LOT 55 TERMINAL END f -
DESIGN G W ITH /
>t ( N
TYPE 4 ANC OR I �f
�r
(SEE NOTE
k F 2 �aS�w,cl 1 RR
r,
/ C 0 +85.12
LOT 56 -- ' /E D ROCKER
I
88+63 A.P. e3
TC 1 +12.05 LT. I / R1 6ATE) It
SAWCUT AND MATCH EXISTING R1- ( E 0 ATE)
0 4) /4„
�EMOVf D
I/ /
OCKE Y/ ; / T, PEI
VEr�,E JP
( r
/
TC 1 +0.17 (89.9/1-TV
t r BEGI ROCKERY .(SEff N, T j�
,
7,P�J- 4i -�z9t
VIEW: PLOT
i
DATE.: 11/28/95 09:55am
DWG NAME: C \TRANS \1837013 \CROSSPLN.DWC
JOB NO. 1837013
/
/
6 4.
P
701
p A w 4'
/ w
/
5.11 i
RT.) �Z
q
O�
f
ASPHALT
� � N i
/
/
/
/
v '
1 '
/
25'R ®3�
f 18" WHITE
S1. EE
(EXISTING)
/
y
SHEET 2 FOR TYPICAL ROADWAY SECTION.
0
SAN. SEWER MANHOLE
t
MONUMENT IN CASE
❑
2
P 7' T. )
S E N T 7
/�
/
25'R
2.
CONTACT ALL UTILITY COMPANIES INVOLVED,
/
CONCRI,I
STORM DRAIN MANHOLE
BEFORE DIGGING AND FIELD VERIFY ALL EXISTING
.�
WATER METER
c�AINUNK
R/R CROSSING SIGNAL
UTILITY LINES.
+� /
/
�LEII Y L 0 YP� 11 &
2#i �-s
3.
THE CONTRACTOR SHALL PROVIDE FILTER FABRIC
f
�ANE'4RK,
�/
GAS VALVE
FOR SEDIMENT CONTROL AT EXISTING CATCH BASINS
/ 1
I
ASPri A LT
zh
AS REQUIRED.
GARAGE f
,/
4.
REMOVE AND RELOCATE EXISTING SIGN AND POST.
- -
-
3
i
°,
INSTALL SIGN R1 -1 BELOW SIGN R15 -1 ON SAME POST.
TC 1 +04.63 ,/ 8.10' RT
5.
SEE SHEET 21 FOR LAKE WASHINGTON BLVD.
LOT 50
SAWCUT AND IMA TCH
/ 4
IMPROVEMENT.
Y.
EXIST :NG /
— — EXISTING R/W
5.
SEE CITY OF RENTON STANDARD PLAN CO27
BEAM GUARDRAIL
- J covcRETL
A
,
TEST HOLE
AND C034.
TERMINAL END
- - -
25
DESIGN G WITH
;
7.
FOR ROCKERY DETAILS SEE CITY OF RENTON
TYPE 4 ANCHOR
STANDARD PLAN D017.
(SEE NOTE 6)
F CTURER'S CONSTRUCTION
8. REFER TO MANU A TC 1 +11.62 1
MANUAL AND SPECIFICATIONS FOR INSTALLING END WALL (5
SEGMENTAL CONCRETE RETAINING WALL.
9. CONTRACTOR MUST WORK WITH PUGET POWER 1 ,)T 51 G„ CONC. RETAINING WA
TO RELOCATE POLE DURING WALL CONSTRUCTION. KEYSTONE WALL OR
10. AN EXISTING WATER LINE IS APPROXIMATELY APPROVED EQUAL -
LOCATED UNDER THE PROPOSED KEYSTONE WALL. WHITE THERMOPLASTIP F
THE CITY WILL RELOCATE THE WATER LINE AWAY CROSSING SYMBOL (TYP.
FROM THE WALL ONCE ITS LOCATION HAS. BEEN L_.
TIED DOWN BY SURVEY. TC 1 +08.03 A.P. (29.01' RT)
C.D.HILLMAN'S HOUSE
g37
LAKE WASHINGTON GARDEN OF EDEN R15 -1 (RELOCATE)
ADDITION TO SEATTLE NO.2 LOT 52 31 -1 (RELOCATE)
(SEE NOTE 4)—�
BLOCK 4 X11/
VOLUME 11, PG. 64 TC 1 +02.01 A.P. 9.95' R /T)
TC 1 +03 3' RT.) HE
W1 -7
i
TC 1 +12.05
LOT 5.3
RELOCATE UTIL "TY
POLE (BY -0 . S)
- -- - - -Fate 114 I r a1 \
- - 1._ +02.01 A.P ". 9.95 LT
HOUSE I RELOCATE /EXISTING
7C„ MAIL BOX /STAND HIND
UARDRAIL
LOT 54� - - - --
a1 rvNr. CAP
/
/
-. - _ , ,' i• ASPHALT
TC 1 +113 340 L
IT
R15—
R1 X
NG
(TYP
EXISTING BNRR
RAILROAD TRACKS
35'
9' 1 2' 20 1 4' 4' 4
1
BEAM GUARDRAIL
HYDROSEED TYPE 1 4" CRUSHED SURFACE TOP COURSE
n n
KEYSTONE WALL 2N'1 CEMENT CONC. RR XING
OR APPROVED EQUAL (BY OTHERS)
8' MAX. 3' ASPHALT CONC. CL. B.
(SEE NOTE 8)
/ EXISTING SLOPE
— / GRAVEL BACKFILL FOR WALLS PER 9- 03,12(2)
GEOGRID PLACED AND COMPACTED IN 8" LIFTS.
R by REINFORCEMENT
¢ (SEE NOTE 8)
TYPICAL SECTION ON TC LINE
dl V
BEGIN W ALL--(-SE E'NOTE�B)'
r - -- o p
BEAM GUARDRAIL /
LOT 55 TERMINAL END f -
DESIGN G W ITH /
>t ( N
TYPE 4 ANC OR I �f
�r
(SEE NOTE
k F 2 �aS�w,cl 1 RR
r,
/ C 0 +85.12
LOT 56 -- ' /E D ROCKER
I
88+63 A.P. e3
TC 1 +12.05 LT. I / R1 6ATE) It
SAWCUT AND MATCH EXISTING R1- ( E 0 ATE)
0 4) /4„
�EMOVf D
I/ /
OCKE Y/ ; / T, PEI
VEr�,E JP
( r
/
TC 1 +0.17 (89.9/1-TV
t r BEGI ROCKERY .(SEff N, T j�
,
7,P�J- 4i -�z9t
VIEW: PLOT
i
DATE.: 11/28/95 09:55am
DWG NAME: C \TRANS \1837013 \CROSSPLN.DWC
JOB NO. 1837013
/
/
6 4.
P
701
p A w 4'
/ w
/
5.11 i
RT.) �Z
q
O�
f
ASPHALT
� � N i
/
/
/
/
v '
1 '
/
25'R ®3�
f 18" WHITE
THERMOPLASTIC i
STOP BAR (TYP.)
�A
TC 0 +00 =
LW 163 +10.88
4" BROKEN WHITE
PAINT STRIPE
IC31610�J
LEGEND ,PROPOSED)
MAIL BOX
NEW OR RELOCATED SIGN AND POST
Cn= WALL
GUARDRAIL
EXISTING PAVEMENT
TO BE REMOVED
LEGEND
(EXISTING)
TC 0 6
T7
y
GUARD POST
0
SAN. SEWER MANHOLE
t
MONUMENT IN CASE
❑
2
P 7' T. )
S E N T 7
/�
/
25'R
r
.1 LT'
/
@
STORM DRAIN MANHOLE
T. 10 00'/iL T
.�
WATER METER
,
R/R CROSSING SIGNAL
N4 �AN S�TRIPE�,
+� /
/
�LEII Y L 0 YP� 11 &
2#i �-s
WATER VALVE
f
�ANE'4RK,
GAS VALVE
/ 1
I
POWER VAULT
zh
TRAFFIC SIGN
UTILITY POLE
r
SIGN
-
UTILITY POLE ANCHOR
G
3
i
°,
1 r
TRAFFIC SIGNAL POLE W \LUM.
TELEPHONE VAULT
TRAFFIC DETECTOR
xa
THERMOPLASTIC i
STOP BAR (TYP.)
�A
TC 0 +00 =
LW 163 +10.88
4" BROKEN WHITE
PAINT STRIPE
IC31610�J
LEGEND ,PROPOSED)
MAIL BOX
NEW OR RELOCATED SIGN AND POST
Cn= WALL
GUARDRAIL
EXISTING PAVEMENT
TO BE REMOVED
�_�2�2'CpF
y
0 0 0 20
SCALE FEET of `g`90NAL
r'
BASIS OF DATUMS EXPIRES 11 /6/96
CITY OF RENTON LAKE WASHINGTON BLVD. AERIAL CITY OF RENTON
J MAPPING PROJECT ( MARCH 1992 )
HORIZONTAL: KING COUNTY AERIAL SURVEY DEPARTMENT OF PUBLIC WORKS
VERTICAL: U.S.C. & G.S.
ZW%k ALPHA Engineering Group, Inc. I Np, I REV181DN
BNRR TRACK CROSSING
AND TURNAROUND (LID)
GRADING, PAVING & CHANNELIZATION PLAN
DESIGNED: A.M. DATE: 7/7/95 FILE NAME: CROSSPL
DRAWN K.B.
CHECKED: M.A. SCALE: 1" = 10' oRAwixc xo.
6Y APPR. DATE APPROVED: SHEET: 53 OP: 53
LEGEND
(EXISTING)
SAN. SEWER CLEANOUT
GUARD POST
0
SAN. SEWER MANHOLE
ff>
MONUMENT IN CASE
❑
STORM DRAIN CATCH BASIN
9,
ELEC. JUNCTION BOX
STORM DRAIN CULVERT
TRAFFIC JUNCTION BOX
@
STORM DRAIN MANHOLE
R/R CROSSING GATE
E9
WATER METER
`Q'
R/R CROSSING SIGNAL
FIRE HYDRANT
-
SIGNAL CONTROLLER BOX
WATER VALVE
GAS VALVE
STREET LIGHT ASSEMBLY
POWER VAULT
zh
TRAFFIC SIGN
UTILITY POLE
SIGN
-
UTILITY POLE ANCHOR
-
TRAFFIC SIGNAL POLE
TELEPHONE RISER
TRAFFIC SIGNAL POLE W \LUM.
TELEPHONE VAULT
TRAFFIC DETECTOR
xa
ROCKERY
Y.
STUMP —
— — EXISTING R/W
MAILBOXES
TEST HOLE
�_�2�2'CpF
y
0 0 0 20
SCALE FEET of `g`90NAL
r'
BASIS OF DATUMS EXPIRES 11 /6/96
CITY OF RENTON LAKE WASHINGTON BLVD. AERIAL CITY OF RENTON
J MAPPING PROJECT ( MARCH 1992 )
HORIZONTAL: KING COUNTY AERIAL SURVEY DEPARTMENT OF PUBLIC WORKS
VERTICAL: U.S.C. & G.S.
ZW%k ALPHA Engineering Group, Inc. I Np, I REV181DN
BNRR TRACK CROSSING
AND TURNAROUND (LID)
GRADING, PAVING & CHANNELIZATION PLAN
DESIGNED: A.M. DATE: 7/7/95 FILE NAME: CROSSPL
DRAWN K.B.
CHECKED: M.A. SCALE: 1" = 10' oRAwixc xo.
6Y APPR. DATE APPROVED: SHEET: 53 OP: 53
SUMMARY OF QUANTITIES
SCHEDULE QUANTITIES
SCIIEDULE AMOUNTS
11ROJEC'I- # CM- 107()((X)1)
ITEM
NO.
TOTAL
QUANTITY
UNIT
UNIT
PRICE
ITEM
SPECIFICATIONS
REFERENCE
SP= SPECIAL
PROVISIONS
LAKE WASH.
BLVD.
#CM- 1070(001)
FEDERAL
AND
LOCAL FUNDS
GROUP 1
BNRR TRACK
CROSSING
LID 336
LOCAL FUNDS
ONLY
GROUP 2
N. 40TH ST.
STORM
DRAINAGE
LOCAL FUNDS
ONLY WITH
SALES TAX
GROUP 3
LAKE WASH.
BLVD.
#CM- 1070(001)
FEDERAL
AND
LOCAL FUNDS
GROUP 1
BNRR TRACK
CROSSING
LID 336
LOCAL FUNDS
ONLY
GROUP 2
N. 40TH ST.
STORM
DRAINAGE
LOCAL FUNDS
ONLY WITH
SALES TAX
GROUP 3
ADJUST EXISTING MANHOLE
7 -05 SP
44
MISCELLANEOUS
8,800.00
53
29
EA.
150.00
-
,
-
-
1
1
L.S.
71,000.00
MOBILIZATION
1 -09.7
0.95
0.05
4
67,450.00
3,550.00
ADJUST EXISTING GAS VALVE BOX
2
1
L.S.
5,000.00
TEMPORARY WATER POLLUTION / EROSION CONTROL
1 -07.15 SP
0.94
0.06
14
4,700.00
300.00
ADJUST EXISTING CATCH BASIN /INLET
3
1
L.S.
10,000.00
TRAFFIC CONTROL
1 -07.23 SP
0.89
0.11
1
8,900.00
1,100.00
ADJUST EXISTING WATER METER
4
1
L.S.
5,000.00
FINISH AND CLEAN UP
1 -04.11
0.91
0.09
4,550.00
450.00
TRAFFIC SAFETY
5
1
L.S.
10,000.00
CONTRACTOR SUPPLIED SURVEY
1 -05,5
0.94
0.06
95
9,400.00
600.00
BEAM GUARDRAIL TYPE 1
B -11
95
SITE PREPARATION
1,030.75
58
4,186
L.F.
13.65
BEAM GUARDRAIL TYPE 1 -11' LONG POST
6
1
! L.S.
40,000.00
CLEARING AND GRUBBING
2 -01 SP
0.93
0.07
9
37;200.00
2,800.00
BEAM GUARDRAIL. ANCHOR TYPE 1
7
232
L.F.
5.00
SAW CUTTING
2 -02 SP
100
132
13
500.00
660.00
-
8
1
L.S.
500.00
REMOVE EXISTING BOLLARDS
2 -02 SP
1
-7 51
38,220
500.00
0.00
4' WHITE PAINT STRIPE
9
558
S.Y.
7.00
REMOVE ASPHALT CONCRETE PAVEMENT
2 -02 SP
80
478
4,909
560.00
3,346.00.
RAISED PAVEMENT MARKER TYPE 1
10
251
S.Y.
10.00
PLANING BITUMINOUS PAVEMENT
5 -04.5
251
63
540
2,510.00
2.05
RAISED PAVEMENT MARKER TYPE 2
11
180
S.Y.
5.00
REMOVE EXISTING TRAFFIC ISLAND
2 -02 SP
180
64
280
900.00
1.30
PLASTIC CROSSWALK STRIPE
12
1
L.S.
1,000.00
REMOVE EXISTING TRAFFIC MARKINGS
8 -22 SP
1
65
-
1,000.00
0.00
PLASTIC STOP BAR
13
1
L.S.
1,000.00
REMOVE EXISTING ROCKERY
2 -02 SP
1
7
'. 0.00
1,000.00
PLASTIC TRAFFIC ARROW
14
3
EA.
300.00
RELOCATE EXISTING MAIL BOX
B -18 SP
2
1
4
600.00
300.00
PLASTIC RAILROAD CROSSING SYMBOL
15
1
EA,
2,500.00
MOVE EXISTING HYDRANT
7 -14 SP
1
68
62
2,500.00
30.00
PLASTIC BIKE LANE SYMBOL
16
1
EA.
2,500.00
RELOCATE EXISTING 2" AIR -VAC RELEASE VALVE ASSEMBLY
7 -12 SP
1
1
1
2,500.00
2,000.00
PERMANENT SIGNING
B -21 SP
0.93
0.07
GRADING & DRAINAGE
140.00
-
17
5,098
C.Y.
9.00
ROADWAY EXCAVATION INCL. HAUL
2 -03 SP
5,068
30
45,612.00
270.00
18
1,288
TON
8.00
GRAVEL BORROW INCL. HAUL
2 -03
1,205-
83
9,640.00
664.00
19
1
L.S.
2,000.00
SHORING OR EXTRA EXCAVATION CLASS A
2 -09
1.00
.':2,000.00
0.00
20
1,652
C.Y.
9.00
STRUCTURAL EXCAVATION CLASS A INCL. HAUL
2 -09
1,652
14,868.00
21
612
C.Y.
8.00
STRUCTURAL EXCAVATION CLASS 8 INCL. HAUL
2 -09
572
40
4,576.00
.320.00
22
1,765
C.Y.
8.00
GRAVEL BACKFILL FOR WALL
6 -02
1,585
180
12,680.00
1,440.00
23
1,293
C.Y.
90.00
GABION CRIBBING WALL
6 -09 SP
1,293
116,370.00
24
26
S.Y.
100.00
ROCK RETAINING WALL
6 -12 SP
26
2,600.00 -
25
405
S.F.
10.00
SEGMENTAL CONCRETE WALL
6 -13 SP
405
4,050.00
26
895
L.F.
2.00
DITCH GRADING
2 -10 SP
695
1,790.00
27
12
L.F.
50,00
EXTEND EXISTING 12" DIAM. CULVERT PIPE
7 -02 SP
12
600.00
28
42
L.F.
30.00
DRAIN PIPE, 4" DIAM.
7 -01
42
1,260.00
29
1,535
L.F.
21.50
UNDERDRAIN PIPE, 4" DIAM.
7 -01
1,465
70
31,497.50
1 1,505.00
30
7
L.F.
40.00
PLAIN CONC. STORM SEWER PIPE, 8" DIAM.
7 -04
7
280.00
31
44
L.F.
50.00
CLASS IV REINFORCED CONC. STORM SEWER PIPE, 12 IN. DIAM.
7 -04 SP
44
2,200.00
32
119
L.F.
60.00
CLASS IV REINFORCED CONC. STORM SEWER PIPE, 18 IN. DIAM.
7 -04 SP
119
7,140.00
33
1
EA.
1,500.00
CATCH BASIN TYPE 1
7 -05
1
1,500.00
34
3
EA.
2,000.00
CATCH BASIN TYPE 2, 54 IN. DIAM.
7 -05
3
6,000.00
35
35
L.F.
15.00
TRENCH RESTORATION
7 -04 SP
35
525.00
36
1
EA.
1,000.00
CONNECT TO EXISTING CATCH BASIN
7 -05 SP
1
1,000.00
37
3
EA.
250.00
VANED GRATE
9- 015.15 SP
3
750.00
38
1
EA.
250.00
SOLID METAL COVER
9- 015.15 SP
1
250.00
39
15
C.Y. -
40.00
GRAVEL BACKFILL FOR PIPE BEDDING
7 -04 SP
15
600.00
40
70
C.Y.
30.00
GRAVEL BACKRLL FOR DRAIN
7 -01
67
3
2,010.00
90.00
41
1,790
S.Y.
_
1.50
CONSTRUCTION GEOTEXTILE FOR UNDERGROUND DRAINAGE
6 -09 SP
1,755
35
2,632.50
52.50
42
10
C.Y.
50.00
HAND PLACED RIPRAP
8 -15
10
500.00
43
485
TON
28.00
QUARRY SPALLS
8 -15
485
13,580.00
44
1
L.S. 1
1,000.00
EROSION CONTROL AND RESTORATION
8 -01 SP
0.75
0.25
-
750.00
250.00
SURFACING & ADJUSTMENTS
1
51
• 8
EA.
100.00
PROTECT BRASS CAP MONUMENT
8 -13 SP
8
800.00
52
44
EA.
200.00
ADJUST EXISTING MANHOLE
7 -05 SP
44
8,800.00
53
29
EA.
150.00
ADJUST EXISTING WATER VALVE. BOX
7 -05
29
4,350.00
54
4
EA.
200.00
ADJUST EXISTING GAS VALVE BOX
7 -05
4
800.00 s
55
14
EA.
300.00
ADJUST EXISTING CATCH BASIN /INLET
7 -05
14
4,200.00
56
1
EA.
500.00
ADJUST EXISTING WATER METER
7 -05
1
500.00
TRAFFIC SAFETY
57
95
L.F.
10.85
BEAM GUARDRAIL TYPE 1
B -11
95
1,030.75
58
4,186
L.F.
13.65
BEAM GUARDRAIL TYPE 1 -11' LONG POST
8 -11
4,186
57,138.90
59
9
EA.
365.00
BEAM GUARDRAIL. ANCHOR TYPE 1
8 -11
9
3,285.00
60
13
EA.
345.00
BEAM GUARDRAIL ANCHOR TYPE 4
8 -11
11
2
3;795.00
690.00
-7 51
38,220
L.F.
0.10
4' WHITE PAINT STRIPE
B -22 SP
38,100
120
3,810.00
12.00
62
4,909
EA.
1.40
RAISED PAVEMENT MARKER TYPE 1
8 -09
4,861
48
6,805.40
67.20
63
540
EA.
2.05
RAISED PAVEMENT MARKER TYPE 2
B -09
534
6
1,094.70
12.30
64
280
L.F.
1.30
PLASTIC CROSSWALK STRIPE
8 -22 SP
280
364.00
65
235
LF.
2.20
PLASTIC STOP BAR
8 -22 SP
205
30
451.00
66.00
66
7
EA.
34.00
PLASTIC TRAFFIC ARROW
8 -22 SP
7
238.00
67
4
EA.
185.00
PLASTIC RAILROAD CROSSING SYMBOL
B -22 SP
1 1
3
-
185.00
555.00
68
62
EA.
30.00
PLASTIC BIKE LANE SYMBOL
B -22 SP
- 62
1,860.00
69
1
L.S.
2,000.00
PERMANENT SIGNING
B -21 SP
0.93
0.07
1,860.00
140.00
Group Totals 1 771,299.00 32,08075 15,340.00
NOTE: Sales Tax N/A N/A 1,257.88
Group 3 is eligible for sales tax reimbursement per Rule 170.
See 1994 Standard Specifications APWA Supplement section SCHEDULE TOTAL $819,977.63
1 -07.2.
ORIGINAL BID W/O SALES TAX $818,719.75
-rRo- 01-2292
r ®2
A011L A&
2®40
CITY OF RENT ON
DEPARTMENT OF PUBLIC WORKS
LAKE WASHINGTON BLVD.
COULON PARKTO NORTH 44TH STREET
SUMMARY OF QUANTITIES
DESIGNED: RK6 FILENAME: SDMOUANT6.xL6
DRAWN : DRAWING W.
p DATE: 10 2646 ISHEET IA OF 53