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SURVEY SYMBOLS
WATER SYMBOLS
SIGNALIZATION
S
SYMBOL
ASPHALT
DESCRIPTION
SYMBOL
AVG
DESCRIPTION
BM
BENCH MARK
BOS
BACK OF SIDEWALK
BOT
BOTTOM
CALC
CALCULATED
CB
SYMBOL
CF
CUBIC FEET
TH /
E OR.
F
FOUND/
EXIST.
PROP.
CMU
CONCRETE MASONRY UNIT
CONC
CONCRETE
EXIST.
PROP.]
CSBC
CRUSHED SURFACING BASE COURSE
CSTC
CAP/PLUG
EXIST.
PROP.
DESCRIPTION
DUCTILE IRON
DIA
ANGLE POINT
µ
DRAWING
GUARD POST
EAST, VERTICAL DISTANCE
P
AERIAL DISCONNECT
EA
+
BENCH MARK
>►
EST.
REDUCER
EX, EXIST
EXISTING
FH
FIRE HYDRANT
FL
FLANGED FITTING
FT
FEET/FOOT
G
y:--
-f-
AERIAL TERMINAL COMPARTMENT
C
•
BLOCK CORNER
^
HR
THRUST BLOCK
HORIZ
HORIZONTAL
IE
e
®
MONUMENT (1N CASE)
f
0
WATER ME -TER
f__7
DIPOLE DETECTOR
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MONUMENT (SURFACE)
FIRE HYDRANTS:
rte..
2 -NOZZLE
�---------�----------
SECTION DATA:
-
3 -NOZZLE
QUADRAPOLE DETECTOR
SECTION CENTER
JOINTS:
�
FLANGE/BLIND FL
ROUND LOOP DETECTOR
�--
E
MECHANICAL
SECTION CORNER
el'
C
PUSH-ON/HUB
�—
PEDESTRIAN DETECTOR
1000411111QUARTER
CORNER
�-
VALVES:
- —
INDICATOR LIGHT
AIR RELIEF
®
SOIL BORING
1
BLOW -OFF
E-1BUTTERFLBUTTERFLY®®z
JUNCTION BOXES (TYPE I, II, Ili)
1t/
►�
GATE/GENERAL
4
PEDESTRIAN PUSHBUTTON
POST W/ PUSHBUTTON
---
PEDESTRIAN SIGNAL HEAD
0
SIGNAL POLE NOTE
®
SIGNAL CONTROLLER
SURFACE
FEATURES
GASIPOWERI
C�Kll
®
SIGNAL LOAD CENTER
LANDSCAPING
TELEPHONE
SYMBOLS
STREET LIGHT ASSEMBLY
SYMBOL
DESCRIPTION
SYMBOL
DESCRIPTION
EXIST.
PROP.
EXIST.
PROP.'
_ W __
TRAFFIC SIGNAL POLE
13
GAS METER
TRAFFIC SIGNAL POLE
MAIL BOX
W/ LUMINAIRE
#
ISI
GAS VALVE=
RIP RAP
I L211
FA -1
PAD MOUI`JTED
VEHICLE SIGNAL HEAD
TRANSFORMER
--��
C��
ROCKERY
e P g
P
a
POWER VAULT
71
VEHICLE SIGNAL HEAD
W ARROW INDICATOR
/
�
SHRUB
__0_
-*-
UTILITY POLE
WIRE NOTE
-
-�-
SIGN
E---
E--
UTILITY POLE
S
STAINLESS STEEL FLUSH MOUNTED
ANCHOR
JUNCTION BOX
TREE (Conifer)
■
TELEPHONE
RISER
0
0
TREE (Deciduous)
TELEPHONE
VAULT
RETAINING WALL�`
�'�
D R
GAS REGULATOR
FLAG POLE
®
IMPACT ATTENUATOR
SANITARY/STORM
SEWER SYMBOLS
SYMBOL DESCRIPTION
EXIST. PROP.
0
•
0
APPROXIMATELY
0
ASPHALT
No. Date
SAN. SEWER CLEAN OUT
SAN. SEWER MANHOLE
STORM DRAIN CATCH BASIN TYPE 1/INLET
STORM DRAIN CULVERT
STORM DRAIN CATCH BASIN TYPE 11
THRUST BLOCK
Revision
CHANNELIZATION
SYMBOLS
SYMBOL DESCRIPTION
EXIST. PROP.
&i_ &
.f
L
I
L
By I Appr.
HANDICAP SYMBOL
LANE CONTROL ARROWS:
STRAIGHT ARROW
LEFT TURN ARROW
RIGHT TURN ARROW
LEFT -STRAIGHT ARROW
RIGHT -STRAIGHT ARROW
Perteet Inc.
425-252-7700 11-800-615-9900
2707 Colby Avenue. Suite 900
Everett, Washington 98201
LINETYPES
LINETYPE DESCRIPTION
SURFACE FEATURES:
BUILDING LINE (EXISTING)
-- CURB/PAVEMENT/SIDEWALK (EXISTING)
CURB/PAVEMENT/SIDEWALK (PROPOSED)
X. --x FENCE (EXISTING)
X X FENCE (PROPOSED)
SURVEY:
CENTERLINE (PROPOSED)
..� RIGHT-OF-WAY (EXISTING)
RIGHT-OF-WAY (PROPOSED)
- - - - PROPERTY LINE (EXISTING)
PROPERTY LINE (PROPOSED)
------- PROPOSED EASEMENT
a PROPOSED CEMENT CONCRETE
SIDEWALK
PLANING
ABBREVIATIONS
AP
ANGLE POINT
APPROX
APPROXIMATELY
ASPH
ASPHALT
AVE
AVENUE
AVG
AVERAGE
BM
BENCH MARK
BOS
BACK OF SIDEWALK
BOT
BOTTOM
CALC
CALCULATED
CB
CATC H BAS I N
CF
CUBIC FEET
C/L, CL,
CENTERLINE
CMP
CORRUGATED METAL PIPE
CMU
CONCRETE MASONRY UNIT
CONC
CONCRETE
CONST
CONSTRUCT
CSBC
CRUSHED SURFACING BASE COURSE
CSTC
CRUSHED SURFACING TOP COURSE
CY
CUBIC YARD
DI
DUCTILE IRON
DIA
DIAMETER
DWG
DRAWING
E
EAST, VERTICAL DISTANCE
P
BETWEEN PVI AND ROAD SURFACE
EA
EACH
EL
ELEVATION
EST.
ESTIMATE
EX, EXIST
EXISTING
FH
FIRE HYDRANT
FL
FLANGED FITTING
FT
FEET/FOOT
G
GAS LINE
GE
GRATE ELEVATION
GV
GAS VALVE
HMA
HOT MIX ASPHALT
HR
HOUR
HORIZ
HORIZONTAL
IE
INVERT ELEVATION
IN
INCH/INCHES
DATUM NORTH ARROW �, 3.W
'WA
—
i ~
24043
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CONAL EN
fEXPIRES: 11/25/
FA STPUL 0169 (19)
LINETYPE
DESCRIPTION
(EXISTING)
UTILITIES
Drawing No.
G1
CABLE TELEVISION (AERIAL)
von n.r.nume
CABLE TELEVISION (BUR'IED)
F -- - ----- --- -.._w
FORCE MAIN
...-.._...�-.._.-._. .__--
GAS
--_--�w--__-
POWER (AERIAL)
POWER (BURIED)
-o._.....__.b s �._._ _�,_�.�.
T SANITARY SEWER
_-.-
STORM DRAINAGE
------- -
TELEPHONE (AERIAL)
�- ---- B _ _ .__
TELEPHONE (BURIED)
UTILITY SERVICE LINE (GENERAL)
_ ___-._ w _ .�__-�...
WATER
SIGNAL CONDUIT & WIFE
�-----�---
- ILLUMINATION COUNDUIl & WIRE
(PROPOSED)
UTILITIES
TV
CABLE TELEVISION (AERIAL)
BTV
CABLE TELEVISION (BURIED)
FB
FIBER OPTIC (BURIED)
FM
FORCE MAIN
G
GAS
U
PAVER DRAIN
P
POWER (AERIAL)
BP
POWER (BURIED)
ss
SANITARY SEWER
SD
STORM DRAINAGE
T
TELEPHONE (AERIAL)
BT
TELEPHONE (BURIED)
UTILITY SERVICE LINE (GENERAL)
W
WATER
U
UNDERDRAIN
LF LINEAL FOOT/FEET
LS LUMP SUM
LT LEFT
MAX MAXIMUM
MB MAILBOX
MH MANHOLE
MIC MONUMENT IN CASE
MIN MINIMUM
MJ MECHANICAL JOINT FITTING
MON MONUMENT
MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
N NORTH
NA NOT APPLICABLE
N0. NUMBER
NTS NOT TO SCALE
PC POINT OF CURVE
PCCP PORTLAND CEMENT CONC. PAVEMENT
PE PLAIN END -PIPE
PSE PUGET SOUND ENERGY
PT POINT OF TANGENT
PVC POLYVINYL CHLORIDE /
POINT OF VERTICAL CURVE
PVI POINT OF VERTICAL INTERSECTION
PVMT PAVEMENT
PVT POINT OF VERTICAL TANGENT
R RADIUS
RT RIGHT
R/W, ROW RIGHT OF WAY
S SOUTH
SD STORM DRAIN
SEW STRUCTURAL EARTH WALL
SP SPECIAL PROVISION
SPEC SPECIFICATION
SS SANITARY SEWER
ST STREET
STA STATION �
STD STANDARD 326802
S/W SIDEWALK
SY SQUARE YARD
TESC TEMPORARY EROSION SEDIMENTATION CONTROL
TOC TOP OF CURB
TOW TOP OF WALL
NP TYPICAL
UNO UNLESS NOTED OTHERWISE
VERT VERTICAL
W WEST, WATER LINE, WITH
WSDOT WASHINGTON STATE DEPARTMENT OF TRANSPORTATION
RENTON
,.-......-: ..,.-
Drawn
uws ar Dole
Bys os
„«, y 5 O5
Approved By CJE
SCALE
' �.N.T.S.MAPLE
CITY OF RENTON
Drawing No.
G1
VALLEY HIGHWAY (SR1 69)/
CEDAR RIVER PARK ACCESS IMPROVEMENTSheetS
LEGEND AND ABBREVIATIONS2
von n.r.nume
No
32
o„o,a,
Projectsias
U
D
SUMMARY OF QUANTITIES
FA STPUL 0169 (19)
ITEM TOTAL RELATED STAND. UNIT
NO. QUANTITY SPEC. ITEM ITEM CEDAR
SECTION NO. RIVER
PARK
ACCESS
PREPARATION
1 LS 1-05 LS CONTRACTOR SUPPLIED SURVEYING LS
2 LS 1-09 0001 LS MOBILIZATION LS
3 LS 2-02 0050 LS REMOVAL OF STRUCTURE AND OBSTRUCTION LS
4 220 2-02 0220 LF REMOVING EXISTING FENCE 220
1 2-02 0049 EA REMOVING CATCH BASIN 1
GRADING
6 920 2-03 0310 CY ROADWAY EXCAVATION INCL. HAUL 920
7 50 2-03 0350 CY UNSUITABLE FOUNDATION EXCAVATION INCL. HAUL 50
3220 2-03 0431 TON GRAVEL BORROW INCL. HAUL 3220
DRAINAGE
9 12 2-10 1030 CY DITCH EXCAVATION INCL. HAUL 12
10 200 7-01 1160 LF UNDERDRAIN PIPE 6 IN DIAM. 200
STORM SEWER
11 12 1 7-05 3091 EA CATCH BASIN TYPE 1 12
12 470 7-04 T F HDPE STORM SEWER PIPE 12 IN. DIAM. 470
13 85 7-04 LF DUCTILE IRON PIPE 12 IN. DIAM. 85
14 LS 8-35 LS WATER QUALITY VAULT LS
STRUCTURE
15 210 6-13 7170 CY BACKFILL FOR STRUCTURAL EARTH WALL INCL. HAUL 210
16 1150 6-13 7169 SF STRUCTURAL EARTH WALL 1150
17 190 6-10 4415 LF CONCRETE BARRIER TYPE A 190
SURFACING
18 770 4-04 5100 TON CRUSHED SURFACING BASE COURSE 770
19 70 4-04 5120 TON CRUSHED SURFACING TOP COURSE 70
ASPHALT CONCRETE PAVEMENT
20 520 5-04 5764 TON HMA CL. 1/210 2 PG 64-22 520
21 710 5-04 5780 TON HMA CL. 1 of PG 64-22 710
22 CALC 5-04 5830 CALC JOB MIX COMPLIANCE PRICE ADJUSTMENT CALC
23 CALC 5-04 5835 CALC COMPACTION PRICE ADJUSTMENT CALC
IRRIGATION AND WATER DIST.
24 LS 8-03 6071 LS IRRIGATION SYSTEM LS
5 FA 8-03 FA RESTORATION OF EXISTING IRRIGATION SYSTEM FA
EROSION CONTROL & PLANTING
26 60 8-01 6403 DAY ESC LEAD 60
27 33 8-01 6471 EA INLET PROTECTION 33
28 FA 8-01 6490 FA EROSION/WATER POLLUTION CONTROL FA
29 530 8-01 6373 LF SILT FENCE 530
30 78 8-01 6478 EA STRAW BALE 78
LANDSCAPING (GENERAL)
31 8 8-02 6552 EA PSIPE ARNOLD PROMISE WITCHHAZEL (5 GAL.) 8
32 149 8-02 6552 EA PSIPE STELLA D'ORO DAYLILY (1 GAL.) 149
33 40 8-02 6552 EA PSIPE EMERALD GREEN ARBORVITAE (31-4' HT.) 40
34 2 8-02 6552 EA PSIPE SUPERFORM MAPLE (2" CAL.) 2
35 18 8-02 6552 EA PSIPE DWARF STRAWBERRY TREE (5 GAL.) 18
36 1422 8-02 6552 EA PSIPE BARREN STRAWBERRY (1 GAL.) 1422
37 11 8-02 6555 SY SOD INSTALLATION 11
38 0.1 8-02 6414 ACRE SEEDING, FERTILIZING, AND MULCHING 0.1
39 145 8-02 6405 CY TOPSOIL TYPE A 145
40 230 8-02 6410 CY TOPSOIL TYPE B 230
41 30 8-02 6580 CY BARK MULCH
30
3i E/
SIGNED BY R. CAMERON Jun -04
ENTERED BY R. CAMERONJun-04
�,/�, tiG�a CITY OF RENTON S 1
PerCHECKED BY G.PARENTEAUMay 05Inc. „
- 425-252-7700 11-800-615-9900 C EDAR RIVER PARK AC C ESSz ENTON_
PROJ. ENGR. C. EINFELD 2707 Colby Avenue, Suite 900 2� 043 c n IMPROVEMENTS
O
DIST. ADM. Everett, Washington 98201 G'\QST 3
OF
DATE DATE REVISION
BY 32
F
[XP IRFS 11/25/03 SUMMARY OF QUANTITIES
SUMMARY OF QUANTITIES FA STPUL 0169 (19)
ITEM TOTAL RELATED STAND. UNIT
NO. QUANTITY SPEC. ITEM ITEM CEDAR
SECTION NO. RIVER
PARK
ACCESS
TRAFFIC
42 910 8-04 6700 LF CEMENT CONC. TRAFFIC CURB AND GUTTER 910
43 180 8-04 6701 LF CEMENT CONC. TRAFFIC CURB 180
44 330 8-04 6726 LF EXTRUDED CURB 330
45 320 8-22 6806 LF PAINT LINE 320
46 100 8-22 6807 LF PLASTIC LINE 100
47 2 8-22 6833 EA PLASTIC TRAFFIC ARROW 2
48 850 8-22 6857 SF PLASTIC CROSSWALK LINE 850
49 130 8-22 6859 LF PLASTIC STOP LINE 130
50 2 8-09 6882 HUND RAISED PAVEMENT MARKER, TYPE 1 2
51 2 8-09 6884 HUND RAISED PAVEMENT MARKER, TYPE 2 2
52 LS 8-21 6890 LS PERMANENT SIGNING LS
53 LS 8-20 6904 LS ILLUMINATION SYSTEM NO. 1
LS
54 LS 8-20 6912 LS TRAFFIC SIGNAL SYSTEM -169/CEDAR RIVER PARK ENTRANCE LS
55 LS 8-20 6912 LS TRAFFIC SIGNAL SYSTEM MODIFICATIONS-1691SHARI'S DRIVEWAY LS
56 LS 8-20 6912 LS TRAFFIC SIGNAL INTERCONNECT SYSTEM LS
57 100 8-20 6915 LF CASING 100
58 360 1-10 6956 HR SEQUENTIAL ARROW SIGN 360
59 LS 1-10 6964 LS TRAFFIC CONTROL LS
60 580 1-10 6972 HR TRAFFIC CONTROL SUPERVISOR 580
61 580 1-10 6979 HR TRAFFIC CONTROL LABOR 580
OTHER
62 110 2-09 7006 CY STRUCTURE EXCAVATION CLASS B INCL. HAUL 110
63 2380 2-09 7008 SF SHORING OR EXTRA EXCAVATION CL. B 2380
64 155 7-01 7014 SY GRAVEL BACKFILL FOR DRAIN 155
65 90 8-24 7164 SF GRAVITY BLOCK WALL 94
66 320 8-31 7550 SY CONSTRUCTION GEOTEXTILE FOR UNDERGROUND DRAINAGE 320
67 270 8-14 7055 SY CEMENT CONC. SIDEWALK 270
68 8 8-14 7058 EA CEMENT CONC. SIDEWALK RAMP TYPE 2A 8
69 5 8-14 70'58 EA CEMENT CONC. SIDEWALK RAMP TYPE 4A 5
70 2 8-14 7058 EA MODIFIED CEMENT CONC. SIDEWALK RAMP TYPE 4A 2
71 360 8-12 7083 LF CHAIN LINK FENCE TYPE 3 360
72 11 8-12 7097 LF END, GATE, CORNER, AND PULL POST FOR CHAIN LINK FENCE 11
73 1 8-12 7104 LF DOUBLE 20 FT. CHAIN LINK GATE 1
74 350 8-25 7135 LF GLARE SCREEN TYPE 2 350
75 1 7-05 9605 EA CONNECTION TO DRAINAGE STRUCTURE 1
76 3 7-05 3080 EA ADJUST EXISTING MANHOLE 3
77 2 7-05 3100 EA ADJUST EXISTING CATCH BASIN 2
78 3 7-12 6243 EA ADJUST EXISTING VALVE BOX TO GRADE
79 FA 2-01 FA ROADSIDE CLEANUP 3 3
80 LS 1-04 LS FINAL CLEANUP FA
LS
81 FA 8-02 FA PROPERTY RESTORATION FA
82 CALC 1-04 7728 CALC MINOR CHANGE CALL
83 LS 1-07 7736 LS SPCC PLAN LS
L
84 1120 8-20 LF INSTALL POWER CONDUIT 1120
85 1 8-20 EA INSTALL PSE POWER VAULT 1
86 2 8-20 EA INSTALL PSE LARGE POWER VAULT 2
DESIGNED BY R.CAMERON� �� o
Jun -04 Z CITY OF RENTON
ENTERED BY R. CAMERON Jun -04 -
SQ 2
P�
CHECKED BY G. PARENTEAU rteet Inc
.
May -05 -� � CEDAR RIVER PARK ACCESS
425-252-7700 11-800-615-9900 ���� 2404,5 ���` SHEET
.��, IMPROVEMENTS
PROD. ENGR. C. EINFELD 2707 Colby Avenue, Suite 900
sic — c 4
NAI �
DIST. ADM. OF
Everett, Washington 98201 A 4
+`>
DATE DATE REVISION BY
EEXPIRES 1
SUMMARY OF Q 32
y
PROJECT CONTROL
_ VERTICAL:
PROJECT BM:
CIN OF RENTON VERTICAL EIENCH MARK #1938; TOP OF
SOUTHWEST BOLT ON SOUTHWEST LIGHT STANDARD
CORNER OF 3RD AND MONTEREY.
m ELEV. = 106.529 FT. (NAVD 88 DATUM)
ALL TBM AND CONTROL POINT ELEVATIONS ESTABLISHED
C BY DIGITAL DIFFERENTIAL LEVELS.
HORIZONTAL:
HORIZONTAL CONTROL IS BASED ON THE WASHINGTON
STATE PLANE COORDINATE SYSTEM (1983/91, U.S.
SURVEY FEET). THE PROJECT HORIZONTAL DATUM FOR
THIS SURVEY IS AT GRID VALUES.
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C
HORIZONTAL CONTROL ESTABLISHED FROM GLOBAL
POSITION SURVEY CONSTRAINED TO KING CO. CONTROL
POINTS #1887, #2677 AND NGS SUPER NET "HAFF".
PRIMARY
HORIZONTAL CONTROL
a
(CLOSED TRAVERSE)
POINT
NORTHING
EASTING
ELEVATION
z
W
PCP
3
m
1303087.888
�
MAG
NAIL WASHER
PCP
5
179476.990
1303518.724
Z
MAG
NAIL
PCP
6
179275.766
CD
73.00
MAG
7
PCP
0 -"
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C
HORIZONTAL CONTROL ESTABLISHED FROM GLOBAL
POSITION SURVEY CONSTRAINED TO KING CO. CONTROL
POINTS #1887, #2677 AND NGS SUPER NET "HAFF".
PRIMARY
HORIZONTAL CONTROL
POINTS
(CLOSED TRAVERSE)
POINT
NORTHING
EASTING
ELEVATION
BOP
DESCRIPTION
PCP
3
179644.132
1303087.888
46.92
MAG
NAIL WASHER
PCP
5
179476.990
1303518.724
49.65
MAG
NAIL
PCP
6
179275.766
1303932.405
73.00
MAG
NAIL
PCP
7
178752.616
1304011.872
57.11
TACK
LEAD PLUG
PCP
8
178437.175
1303785.908
52.64
MAG
NAIL
PCP
9
177945.545
1304731.715
55.92
1 MAG
NAIL
ALIGNMENT CONTROL -SR 169 (CONSTRUCTION BASEIJNE)
STATION
NORTHING
FASTING
DESCRIPTION
1531+00.00
177951.535
1304773.602
BOP
1540+51.05
178655.241
1304133.911
AP
1541+36.71
178720.868
1304078.860
AP
1543+48.30
178883.234
1303943.188
AP
1545+92.85
179074.438
1303790.724
AP
1548+57.13
179282.070
1303627.217 1
AP
1550+10.981
179399.158
1303527.415 1
EOP
ALIGNMENT
CONTROL -CEDAR RIVER
PARK ENTRANCE
STATION
NORTHING
EASTING
DESCRIPTION
9+81.09
178601.330
1304182.930
BOP
11+03.44
178519.192
1304092.245
PC
12+39.15
178428.091
1303991.657
PI
13+63.00
178426.063
1303855.962
PT
RADIUS:
360.00'
DELTA:
41018'37"
LENGTH:
259.560
TANGENT:
135.711
14+42.12
178424.880
1303776.851
PC
14+60.67
178424.603
1303758.299
PI
14+76.86
178438.587
1303746.105
PT
14+94.99
178527.622
1303668.468
EOP
RADIUS:
40.00'
DELTA:
49'46'06"
LENGTH:
34.745'
TANGENT:
18.554'
Perteet Inc.
Nor 425-252-7700 11-800-615-9900
2707 Colby Avenue, Suite 900
Everett, Washington 98201
No. Date Revision By Appr.
PCP 9
d/-
MAPLE VALLEY HIGHWAY
0% r% A LSA 0%,OrA doC' ?A • "7A A D
V L.Ur%n F%l V GR r/` %n r%
ACCESS STA.9+81.09
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EXPIRES: 11 /25/
PCP 6
PCP 5
SCALE
FA STPUL 0169 (19)
R-326805
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CITY OF RENTON
°`°"'°'"°oMw�
1 -
VALLEY HIGHWAY(SR1 69
CEDAR RIVER PARK ACCESS IMPROVEMENTS
ALIGNMENT PLAN
S"5`"°
32
of Total
pa"e Number
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No. I Date
NOTE: INLET PROTECTION SHALL BE INSTALLED ON SPECIFIED
EXISTING CATCH BASIN PRIOR TO CLEARING AND GRUBBING
ANY UPHILL AREA. INLET PROTECTION SHALL BE INSTALLED
ON NEW CATCH BASINS IMMEDIATELY AFTER INSTALLATION TESC LEGEND
RETRIEVAL OF CATCH BASINS. INLET PROTECTION SHALL REMAIN
STRAP FUNCTIONAL UNTIL THE UPHILL AREA IS STABILIZED AND
AREAS DIRECTING DISCHARGE TO IT ARE PAVED. INLET
ADAPTER BOOT PROTECTION SHALL BE "STORM WATCH CATCH BASIN HYDRO—SEED & MULCH
_ INSERTS" FOR SEDIMENT ONLY, DISTRIBUTED BY
PRICE—MOON ENTERPRISES, OR AN EQUAL APPROVED BY CONCRETE REMOVAL
THE ENGINEER.
- SILT FENCE
OVERFLOW
WATER
' -
OUTLET
SEDIMENT
CATCH BASIN / GRATE INLET
WITH GRATE
PRnTFr.TinN
153+00 _ +_
Revision
STA 1538+82
R/Wi
r
By I Appr.
Pert
425-252-77C
2707 Colby
Everett, Wa
eet Inc.
00 11-800-615-9900
Avenue, Suite 900
shington 98201
MATCH
SEE
LINE STA 11 +00
DRAWING TS2
MAPLE VALLEY HIGHWAY
cQ I r%o CTA I K10 -L"752 f1l)
V"Lf"N IN V Lei♦ FPI&NM AVVL.7.7 J Ir% .7TV 1 .V.7
WA
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'PO 24043 p �'
G/
s�pNA L E��
EXPIRES: 11/25/
nr1/1r'%e% e%rm r% iu.
FA STPUL 0169 (19)
CONSTRUCTION NOTES:
O1 TEMPORARY SILT FENCE PER CIN OF RENTON
STD. PLAN BR21.
O3 IRRIGATION BOX TO BE RELOCATED BY OTHERS.
4O INSTALL INLET PROTECTION, PEI DETAIL THIS
DRAWING.
5 REMOVE AND/OR ABANDON EXI°STING PSE
ELECTRICAL VAULTS PER PSE DETAILS SHOWN IN
APPENDIX C OF CONTRACT SPECIFICATIONS. SEE
SPECIAL PROVISIONS.
O6 REMOVE CHAIN LINK FENCE AS DIRECTED BY
ENGINEER.
7 GAS REGULATOR TO BE RELOCATED BY PSE.
COORDINATE WITH PSE TO ALLOW INSTALLATION
OF NEW GAS LINES AND PIPE SLEEVES BY PSE
PRIOR TO CONSTRUCTION OF WALL 1 AND
ROADWAY EMBANKMENT.
O8 TELEPHONE PEDESTAL TO BE RELOCATED BY
QWEST.
GREMOVE RETAINING WALL AS DIRECTED BY
ENGINEER TO CONSTRUCT IMPROVEMENTS.
10 SAWCUT EXISTING PAVEMENT.
11 EXISTING POWER POLE TO BE RELOCATED BY
PSE.
12 TEMPORARY CONSTRUCTION FENCING.
14 REMOVE EXISTING BUILDING FOUNDATION TO
LIMITS SHOWN OR AS DIRECTED BY THE
ENGINEER. SEE SPECIAL PROVISIONS.
1547+00
� � M
R-316806
SCALE
RENTON 7
.... ....... ..�,..
Drawn � ooze
5 OS9"`° a'
�n�kea � 05
�p.o.ea By 05
SCALE
-�
CITY OF RENTON
,,
1,
I---
�""` "°
6 32
of Total
Project
P 21031.0,
_J
1
o,
LL_; 4
2 TY
++`
00-Jnk
j�
to
� � ,
STA 10+70
LO
(42LT)
I--
w W.
(,()mm;.�
eet Inc.
00 11-800-615-9900
Avenue, Suite 900
shington 98201
MATCH
SEE
LINE STA 11 +00
DRAWING TS2
MAPLE VALLEY HIGHWAY
cQ I r%o CTA I K10 -L"752 f1l)
V"Lf"N IN V Lei♦ FPI&NM AVVL.7.7 J Ir% .7TV 1 .V.7
WA
Ob
c
'PO 24043 p �'
G/
s�pNA L E��
EXPIRES: 11/25/
nr1/1r'%e% e%rm r% iu.
FA STPUL 0169 (19)
CONSTRUCTION NOTES:
O1 TEMPORARY SILT FENCE PER CIN OF RENTON
STD. PLAN BR21.
O3 IRRIGATION BOX TO BE RELOCATED BY OTHERS.
4O INSTALL INLET PROTECTION, PEI DETAIL THIS
DRAWING.
5 REMOVE AND/OR ABANDON EXI°STING PSE
ELECTRICAL VAULTS PER PSE DETAILS SHOWN IN
APPENDIX C OF CONTRACT SPECIFICATIONS. SEE
SPECIAL PROVISIONS.
O6 REMOVE CHAIN LINK FENCE AS DIRECTED BY
ENGINEER.
7 GAS REGULATOR TO BE RELOCATED BY PSE.
COORDINATE WITH PSE TO ALLOW INSTALLATION
OF NEW GAS LINES AND PIPE SLEEVES BY PSE
PRIOR TO CONSTRUCTION OF WALL 1 AND
ROADWAY EMBANKMENT.
O8 TELEPHONE PEDESTAL TO BE RELOCATED BY
QWEST.
GREMOVE RETAINING WALL AS DIRECTED BY
ENGINEER TO CONSTRUCT IMPROVEMENTS.
10 SAWCUT EXISTING PAVEMENT.
11 EXISTING POWER POLE TO BE RELOCATED BY
PSE.
12 TEMPORARY CONSTRUCTION FENCING.
14 REMOVE EXISTING BUILDING FOUNDATION TO
LIMITS SHOWN OR AS DIRECTED BY THE
ENGINEER. SEE SPECIAL PROVISIONS.
1547+00
� � M
R-316806
SCALE
RENTON 7
.... ....... ..�,..
Drawn � ooze
5 OS9"`° a'
�n�kea � 05
�p.o.ea By 05
SCALE
-�
CITY OF RENTON
ing No.
o aWTS 1
MAPLE VALLEY HIGHWAY SR169)/
CEDAR RIVER PARK ACCESS IMPROVEMENTS
SITE PREP/TESC PLAN
�<n'
�rvumn<.
�""` "°
6 32
of Total
Project
P 21031.0,
0
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STA 12+ 6 6
(60' LT)
W.M.
STA 14+74 (51' LT)
END TEMP. SILT FENCE
BEGIN SAWCUT
CONSTRUCTION NOTES:
1O TEMPORARY SILT FENCE PER CIN OF RENTON
STD. PLAN BR21.
2O REMOVE CATCH BASIN.
4O INSTALL INLET PROTECTION, PER DETAIL ON DWG
TS1. SEE DWG RP2 & RP3 FOR CATCH BASIN
LOCATIONS.
O5 REMOVE AND/OR ABANDON EXISTING PSE
ELECTRICAL VAULTS PER PSE DETAILS SHOWN IN
APPENDIX C OF CONTRACT SPECIF-ICATIONS. SEE
SPECIAL PROVISIONS.
6O REMOVE CHAIN LINK FENCE AS DIRECTED BY
ENGINEER TO CONSTRUCT IMPROVEMENTS.
O9 REMOVE RETAINING WALL AS DIRECTED BY
ENGINEER TO CONSTRUCT IMPROVEMENTS.
10 SAWCUT EXISTING PAVEMENT.
12 TEMPORARY CONSTRUCTION FENCING.
13 PROTECT AND MAINTAIN EXISTING IRRIGATION
SYSTEM. RELOCATE EXISTING IRRIGATION VALVES
AND EQUIPMENT AS DIRECTED BY THE
ENGINEER.
14 REMOVE EXISTING BUILDING FOUNDATION TO
LIMITS SHOWN OR AS DIRECTED BY THE
ENGINEER. SEE SPECIAL PROVISIONS.
15 REMOVE CURB.
16 REMOVE STORM DRAIN AS DIRECTED BY THE
ENGINEER.
17 VAULT TO BE RELOCATED BY QWEST.
TESC LEGEND
HYDRO -SEED & MULCH
,.� PAVEMENT REMOVAL
--- SILT FENCE
R-316801
SCALE
itfiL�
T. 23 N., R. 5 E.,
I mmmmmi
20 10 0 FEET 20 416
171
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POINT TABLE
Node ID
Northing
Easting
Elevation
1
178524.6176
1304214.7824
56.01
2
178523.3682
1304186.1552
57.05
3
178605.4386
1304099.3931
57.33
4
178619.7685
1304115.1536
56.87
5
1178633.8947
11304115.8251
156.62
* ALL ELEVATIONS ARE TO TOP OF CURB PROPOSED R/W
EASEMENT
r►J41%
r t
F! ♦%
STA 10+58 (201T)
END EXTRUDED CURB
PC STA 1540+32.01 59.30'LT
STA 10+45 (201T)
.,�..
EXTRUDED CURB PT°
1/2
56.76
3/4
STA 1539+24 (591T)
ANGLE POINT FENCE
56.00
STA 1539+18 (50'LT)
NN
END ASPHALT CONC.
SINW,
END EXTRUDED CURB
T*P\E
BEGIN CEMENT CONC.
Sb.DEN
BEGIN TRAFFIC CURB
& �,;QU
STA 1539+09 (591T)
00
ANGLE POINT FENCE
CURB RETURN ELEVATIONS
STA 1538+97 28'LT
BEGIN ASPHALT CONC. SIDEWALK
BEGIN EXTRUDED CURB TYPE 6
MATCH EXISTING
15.
on�wG. mm
T. 2 3 N., R. 5 E., W. M.
:!T. �__ "__ J
STA 1538+82 (39'LT) � 3 1 7 3
ANGLE POINT FENCE
STA 1538+82 (35�LT) 21 1 STA 1539+24 28'LT
3+00
BEGIN CHAWLINK �ENCE T 1539+00
TYPE 1 EXTRUDED CURB PC
MAPLE VALLEY HIGHWAY (SR1 69)
BP BP BP
IR 01 q= jpj«rl.1►IA.I
CURB RETURN ELEVATIONS
TOP OF
CURB
PC STA 1540+32.01 59.30'LT
57.31
1/4
-
t}{. --..----ILL
1/2
56.76
IR 01 q= jpj«rl.1►IA.I
CURB RETURN ELEVATIONS
TOP OF
CURB
PC STA 1540+32.01 59.30'LT
57.31
1/4
57.14
1/2
56.76
3/4
56.32
PT STA 10+74.47 20.00'RT
56.00
MAPLE VALLEY HWY-SOUTH CORNER
I
f
t�
"'
I
00
.
O
�-
00
N
Z
o
00
CURB RETURN ELEVATIONS
°'
=
N
w O ~
allo
�
�- Of
TOP OF
+0
°corn
+MUJ
n0
UJ
+
torn
+WwX
row�w
s y a
+_
°ro'F_0
CURB
A=
46'
�zL
�z�0
V_,�
����
PC STA 10+66.04 20.00LT
56.19
R=
35'
���
1/4
56.48
T-
35.48'
Q�
�--wJ
II
Qc�o�-
�-wzQ
Q�
F ---J
it
QooF-
f-zzQ
ao
�--zJ
II
1/2
56.80
L=
55.45'
cnmw
cnmQ:2
snow
cnwQ:�
(nww
3/4
57.03
PT STA 1539+22.76 50.00LT
57.07
IR 01 q= jpj«rl.1►IA.I
CURB RETURN ELEVATIONS
TOP OF
CURB
PC STA 1540+32.01 59.30'LT
57.31
1/4
57.14
1/2
56.76
3/4
56.32
PT STA 10+74.47 20.00'RT
56.00
A = 49'
R= 35'
T= 33.69'
L= 53.64'
y
J C0
Q- -
GENERAL NOTES:
SEE DRAWING RP2
1538+00
Revision
1539+00
By I Appr.
1540+00
Perteet Inc.
425-252-7700 11-800-615-9900
2707 Colby Avenue, Suite 900
". rl_
Everett: Washington 98201
1541+00
WA
Ob
If
I
f
I
I
I
EXISTING 'ORADE
r t 7
1 S
s y a
EQ4
33p
1538+00
Revision
1539+00
By I Appr.
1540+00
Perteet Inc.
425-252-7700 11-800-615-9900
2707 Colby Avenue, Suite 900
". rl_
Everett: Washington 98201
1541+00
WA
Ob
-a T AW
'P0� ,Q 4043
FfJ/ GIST ER
ONA� E�
EXPIRES: 11/25/
^ r1
r- r
1542+00
1547+00
EXISTING GRADE
J
Drawn By Date SCALE
MJS 5 O5
Designed By Horiz
RENTON RMC 5/05 1 "=20'
Checked By Vert
CJE 5 O5 1 "=5'
Approved By Project Number
21031_001
FA STPUL 0169 (19)
CONSTRUCTION NOTES:
O1 ADJUST CATCH BASIN TO GRADE.
2O ADJUST MANHOLE TO GRADE.
3O ADJUST VALVE BOX TO GRADE.
O4 CONSTRUCT CEMENT CONCRETE SIDEWALK RAMP
TYPE 2A, PER WSDOT STD. PLAN F -3b. MATCH
EXISTING CURB, GUTTER AND SIDEWALK. REPLACE
SIDEWALK PANELS AS DIRECTED BY THE
ENGINEER.
O6 MAINTAIN AND PROTECT EXISTING FENCE.
O7 CONSTRUCT EXTRUDED CURB TYPE 6, PER
WSDOT STD. PLAN F -2b.
12 CONSTRUCT ECOLOGY BLOCK WALL. SEE WALL
PLAN.
13 CONSTRUCT CHAINLINK FENCE TYPE 3, PER
WSDOT STD. PLAN L-2.
14 CONSTRUCT GLARESCREEN TYPE 2, PER WSDOT
STD. PLAN J -5a.
19 PROTECT EXISTING GUY ANCHOR FOR UTILITY
POLE.
20 CONSTRUCT DITCH, SEE DETAIL THIS DRAWING.
Q1 CONSTRUCT ASPHALT CURB RAMP, SEE DETAIL
THIS DRAWING.
O PLACE ASPHALT SIDEWALK OVER EXISTING CURB
RAMPS AND MATCH GRADE OF EXISTING SIDEWALK
IN A MANNER APPROVED BY THE ENGINEER.
23 CONSTRUCT WALL 1. SEE WALL PLAN.
6' VARIES
SIDEWALK
0.5' 1'
4.7 - - -
DITCH SECTION
N.T.S.
STA 1539+19.00 TO 1539+70.00
7
2'
ASPHALT CURB RAMP DETAIL
SCALE
20 10 0 FEET 20 4b
8" TOPSOIL TYPE B
CIN OF RENTON--
MAPLE
VALLEY HIGHWAY (SR1 69)/
EDAR RIVER PARK ACCESS IMPROVEMEN
PLAN AND PROFILE
00
Drawing No.
RP1
ShXof
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00
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O
STA 11 +00 (451T) STA 12+14 (52'LT)
ANGLE POINT FENCE ANGLE POINT FENCE
� 3 STA 11 +88 (30'LT)
ANGLE POINT FENCE
STA 11 +00 (30'LT) PROPOSED R/W
ANGLE POINT FENCE EASE1vNT
C82 1 2
r*%.- LL
X •°
+ FILLp
°ryO
Q 0 ° .e 8 9 4
'�!� •/� / / i,r ^�` e s •`'/'f�f '! f !/ ii /r°r' '%`
LtJ _ _ Sp 5
R=35'
Z W
-
E15 BT Q0_
N 0
W ; .. 12 SSD► -39 L
LLI___ _ . ,�-.� s �.,
V I - - - A� a ....... - � �
U ° owl. \
_. _.._ �
�S
�Q
c
23 14 CB1
PROPOSED R/W
POINT TABLE.
Node ID
Northing
Easting
Elevation
1
178451.8578
1304031.5064
53.70
2
178433.2655
1304015.3605
52.77
3
178408.6413
1304015.4552
51.75
4
178394.4263
1303978.0663
51.75
5
178407.3989
1303973.1342
52.02
6
178420.7073
1303961.2762
52.22
7
178422.7338
1303943.5670
52.15
8
178440.4798
1303816.8688
53.23
9
178445.9048
1303811.8122
53.30
10
178450.4128
1303815.9818
53.40
11
178452.0290
1303825.7979
53.80
12
178445.4677
1303782.5702
52.60
13
178452.8019
1303781.4896
52.67
14
178439.9887
1303773.8758
52.60
15
178454.3388
1303752.2713
52.04
16
178462.0449
1303753.5124
52.04
17
178473.5454
1303767.1645
52.65
18
178432.0970
1303731.8622
52.09
19
178437.0600
1303718.2472
51.90
20
178423.5462
1303728.7888
52.33
21
178407.1278
1303707.9463
53.56
22
178530.3011
1303782.9439
53.00
23
178545.0570
1303770.1933
52.35
24
178503.5677
1303722.6126
50.74
25
178492.2621
1303732.4708
51.30
26
178485.5550
1303732.3487
51.30
27
178486.5730
1303724.1638
50.78
28
178491.0425
1303720.3404
50.61
29
178502.3963
1303717.6635
50.41
30
178511.1794
1303722.5752
50.44
31
178552.5481
1303769.8543
50.89
32
178473.1967
1303677.7903
50.30
33
178470.9629
1303697.9720
50.62
34
178456.3763
1303701.4038
51.12
35
178467.8343
1303689.9324
50.70
36
178457.2316
1303674.4096
52.69
37
178476.0137
1303688.3166
50.37
38
178401.5338
1303996.7608
51.64
* ALL ELEVATIONS ARE TO TOP OF CURB
w
1,
Sp
T. 2 3 N., R. 5 E., W. M.
GENERAL NOTES:
1. SEE ALIGNMENT PLAN FOR ALIGNMENT INFORMATION.
LEGEND 2. PAVEMENT, CURB, GUTTER AND SIDEWALK SHALL BE
REMOVED AS REQUIRED TO CONSTRUCT THE
- - -IMPROVEMENTS AND AS SPECIFIED IN SPECIFICATION
e _ PARKING LOT PAVEMENT
SEE SECTION THIS DRAWING SECTION 2-02.
HMA CL. 1/2 IN. PG 64-22 FOR
3. SEE SIGNAL PLANS FOR SIGNAL ADJUSTMENTS AND
z L11 SIDEWALK IMPROVEMENT.
STA 12+61 (52'L'� 4. SEE SIGNING AND ILLUMINATION PLANS FOR SIGN AND LUMINAIRE
ANGLE POINT FENCE �,,, XO POINT # (SEE POINT TABLE) REMOVALS ADJUSTMENTS AND IMPROVEMENT.
STA 12+64 (441T �`� �`°��
END CHAINLINK F CE TYPE 5. DRAINAGE STRUCTURE OFFSETS SHOWN ARE TO CENTER OF
GRATE.
MATCH EXISTING=f-
UNDERGROUND UTILITIES ARE KNOWN TO EXIST IN THE AREA F
6 E EA 0
CONSTRUCTION. THE LOCATIONS OF EXISTING UTILITIES SHOWN ON
r"✓ THE PLANS ARE APPROXIMATE AND DO NOT REPRESENT ALL
UTILITIES IN THE AREA. IT IS THE RESPONSIBILITY OF THE
", -� '\ CONTRACTOR TO CONTACT ALL UTILITY OWNERS FOR LOCATIONS
AND TO NOTIFY THE ENGINEER PROMPTLY OF ANY CONFLICT. THE
2 \`� �r° r = `\< ONE CALL NUMBER FOR UNDERGROUND UTILITIES IS
1-800-424-5555. CONTACT PARKS DIVISION AT 425-430-6600
TO LOCATE EXISTING IRRIGATION SYSTEM PRIOR TO CONSTRUCTION.
CB3 7. CENTERLINE AND TOP OF CURB PROFILE ELEVATIONS SHOWN AT
25' INTERVALS ON SHEET RP3.
8. SEE TS 1 & TS2 FOR REMOVALS.
9. SEE SHEET RP3 FOR CEDAR RIVER PARK ENTRANCE PROFILE.
10• SEE SHEET RS 1 FOR CEDAR RIVER PARK ENTRANCE ROADWAY
SECTION.
SEE SHEET CH 1 & CH2 FOR CHANNELIZATION PLAN.
4 11j
7 12NODE ELEVATIONS ARE TOP OF CURB ELEVATIONS, UNLESS
CB
L 4 �, . OTHERWISE NOTED.
OEM
12" SD 28
Ln S=0.59
C)�
00 W
NQ
a:
0
UZ
1.1
4'
LF - --"
s ° ' +
STA 14+02 15 RT 1 fiLO
4"
END EXTRUDED CURB TYPE 6 Q
=`.
12 14
12
Ar �.,41,� MODIFIED TYPE 4A CURB RAMP
N I, SECTION A -A
' r 8 N.T.S.
SEE SCHEMATIC PROFILE
FOR PIPE DATA, DRAWING DD1
10
Ld 44
fCL R=5 12
10
f.. F;..
10
I �
V
17
Lq 1w
14
'xz 9
f
f cn
. lA Ld 13
+,
\:, C86 7 -
15
l Q fy : CB9 CB 10 3
1 hi 16 8 10 6
10
r
�t
12"1 SD
i
f
1
v
24� - ��- 5'
CBV ,-
18
o 29
OOv" W
END CONSTRUCTION -
STA 15+57.74
ilk
1- . 'a?
O
7 32 9
12
�Y
3. E
P� °F WAsti�
A
N Dr
�De
4ST �`�RENTON zF
4.vl- - _Tli__- __
EXPIRES: 11/25/-] Ar_
Sr
0
t
R-316810
0.25' HMA CL. 1/2 IN. PG 64-22
(SPECIFY 2 LIFTS)
0.17' CSTC
-0.33' CSBC
NOTES:
1. ALL PAVED AREAS SHALL BE GRADED T(:)
DRAIN TO CATCH BASINS.
2. NO PAVED AREA WHERE POOLING OF WATER
COULD OCCUR WILL BE ALLOWED
PARKING LOT PAVEMENT SECTION-
N.T.S.
SCALE
Lt[!� �
1
20 10 0 FEET Z' 40
•
CON STR U CTI ON NOTES:
0)
ADJUST CATCH BASIN TO GRADE.
O2
ADJUST MANHOLE TO GRADE.
4
CONSTRUCT CEMENT CONCRETE SIDEWALK RAMP
TYPE 2A, PER WSDOT STD. PLAN F -3b.
O
MAINTAIN AND PROTECT EXISTING UTILITY POLE.
60
MAINTAIN AND PROTECT EXISTING FENCE.
7O
CONSTRUCT EXTRUDED CURB TYPE 6, PER
WSDOT STD. PLAN F -2b.
O8
CEMENT CONCRETE TRAFFIC CURB AND GUTTER,
PER WSDOT STD. PLAN F-1.
O9
END CEMENT CONCRETE SIDEWALK.
10
CONSTRUCT CEMENT CONCRETE SIDEWALK RAMP
TYPE 4A, PER WSDOT STD. PLAN F -3d.
11
CONSTRUCT MODIFIED CEMENT CONCRETE CURB
RAMP TYPE 4A, PER DETAIL THIS DRAWING.
13
CONSTRUCT CHAINLINK FENCE TYPE 1, PER
WSDOT STD. PLAN L-2.
14
CONSTRUCT GLARESCREEN, TYPE 2.
15
CONSTRUCT 20' CHAINLINK GATE, PER WSDOT
STD. PLAN L-3. CENTERED ON DRIVEWAY.
16
BEGIN CEMENT CONCRETE TRAFFIC CURB.
17
END CEMENT CONCRETE TRAFFIC CURB. MATCH
EXISTING.
18
1-1/2" IRRIGATION METER PER CITY STD PLAN
N
BR42. INSTALL DOUBLE CHECK VALVE ASSEMBLY
+
BEHIND METER PER CITY OF RENTON STD. PLAN
U-)
T
BR54
g
CONSTRUCT WALL 1. SEE WALL PLAN.
25
CONSTRUCT ASPHALT BERM AROJND EXISTING
CATCH BASIN TO PROTECT IT FROM ROADWAY FILL
AS DIRECTED BY THE ENGINEER.
R-316810
0.25' HMA CL. 1/2 IN. PG 64-22
(SPECIFY 2 LIFTS)
0.17' CSTC
-0.33' CSBC
NOTES:
1. ALL PAVED AREAS SHALL BE GRADED T(:)
DRAIN TO CATCH BASINS.
2. NO PAVED AREA WHERE POOLING OF WATER
COULD OCCUR WILL BE ALLOWED
PARKING LOT PAVEMENT SECTION-
N.T.S.
SCALE
Lt[!� �
1
20 10 0 FEET Z' 40
•
Q
z
IEL
tQ
a
z
65
55
50
45
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3
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co
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rn
LO
ci
to
0
0
N
co
0
No. Date
1.27%
O
O
C5 I
+
O
� � f
-d-U
PROPOSED GRADE
EXISTING GRADE �
b � 1
SCA 11+65.+;L ( RT)
C81 TYPE 1 ,
! . 49•.6x1 V -457
r2- C1
STA 11 + 65.•x &(*, LT)
C82 TYPE 1 �
G.E. 58.68 D .
OC LEFT 5602 55;52 55 02 54t,52
L 5592 55.42 54#92 54,42
OC RIGHT 56:02 55:52 55102 5452
t a
-L—T)—
C133 TYPE t
k
'
G.E. 64.68'S1
I.E. 48.4`ns
STA 13119 (4-V RT) s
NOTES:
1 1
1. STATIONS/ OFFSETS ARE
CITY OF RENTON
TO CENTER OF GRATE
\
86'
V. C.
PROFILE, IFOR CONTINUATION
00
+
85' V.C.
LO'
cD a
j
I
01
C87 TYPE 1
p
I.E. 4-;.89 49 I
p
+L0
STA 15+45. (2i=
O'
+
M
t
O
I.E. +x.85
� Qw
51.62 50:88
L0
51.62 50188
t% L0
�� 1
0- _J
> w>
� II
w
��
> w
�w
l
l
2.00% —2.0070
2:00%
_
i
/
!
`+
-2.007, 2.00%
HDPE
SD 140e LF
S.0.57,
SD 133
LF S=0.5%
12" HDPE
i
t a
-L—T)—
C133 TYPE t
k
'
G.E. 64.68'S1
I.E. 48.4`ns
STA 13119 (4-V RT) s
NOTES:
1 1
1. STATIONS/ OFFSETS ARE
CITY OF RENTON
TO CENTER OF GRATE
\
2. SEE DWG OD1, SCHEMATICI
�""` "°
32
o, .e�al
PROFILE, IFOR CONTINUATION
00
+
OF STORM SYSTEM I
STA 14+35$x'
C85 TYPE 1 {
G.E. 59-1 A Z, 2.
I.E. 4;44 Al. L,
G.E. 511—.-581. s
I.E.-459
0 � � 1
54402 53:52 53;02 52152 52;19 52:04 52119 52162 53107 53.27 534 1
5392 53142 52492 52:42 51199 51 X84 51 +99 52{42 52;87 53.07 52/c
54102 53452 53102 52152 52:19 52.04 52119 52:62 53107 53.27 5311
10+00 11+00 12+00 13+00
CEDAR RIVER PARK ACCESS ROADWAY PROFILE
Revision
By I Appr.
Perteet Inc.
425-252-7700 11-800-615-9900
2707 Colby Avenue, Suite 900
Everett, Washington 98201
WA
�1k�O
O
214043
�fs� ST
ONA� EN
EXPIRES: 11 /25/
14+00
O
L
1 1
S=0.5%
CITY OF RENTON
°`°"'°° "°
\
i
�---—2.979;
7777'
�""` "°
32
o, .e�al
Project °m
00
+
12" HDPE SD 61 i LF
LO'
cD a
O
S rA 15+40.% (27 RT)
C87 TYPE 1
G.E. -SvN 56, IIh
I.E. 4-;.89 49 I
STA 15+45. (2i=
RT)
C88 TYPE 1
>w'
1 12_1
I.E. +x.85
� Qw
51.62 50:88
7 '
—2.00%
12" HDPE SD 28 LF 3
S=0.5% p
STA 14+80.- RT� I
CB6 TYPE 1
G.E. Sq.6 '►1.17
I. E. 4�:5� M,5
3
CONNECT TO CB9 & VA Q LT
SEE DRAWING DD 1
52:78 52:28
52158 52 � 08
52178 5228
FA STPUL 0169 (19)
GENERAL NOTES:
SEE DRAWING RP2
15+00
50114
4994
50114
65
55
50
45
EM
EP LEFT
CL
EP RIGHT
326811
RENTON
l
r
S=0.5%
CITY OF RENTON
°`°"'°° "°
\
i
�---—2.979;
7777'
�""` "°
32
o, .e�al
Project °m
12" HDPE SD 61 i LF
..— 0 S
S rA 15+40.% (27 RT)
C87 TYPE 1
G.E. -SvN 56, IIh
I.E. 4-;.89 49 I
STA 15+45. (2i=
RT)
C88 TYPE 1
G.E. SE).%
I.E. +x.85
51.62 50:88
51.42 5068
51.62 50188
15+00
50114
4994
50114
65
55
50
45
EM
EP LEFT
CL
EP RIGHT
326811
RENTON
l
Drawn By Dace
5 O5
°`°M9�e° a'
Checked By � 5/05
Approved By
SCALE
��
CITY OF RENTON
°`°"'°° "°
(SR1��RP3
MAPLE VALLEY HIGHWAY 69
CEDAR RIVER PARK ACCESS IMPROVEMENTS
ROADWAY PROFILE
�=n'__Number
�""` "°
32
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VAULT ACCESS PANEL
CORNER'S
_
>"
OFFSET
STA 15+34.-7--1-9-
(-4' LT)�
15+26.50
4.0'
RT
F
12 HDPE SD 8 LF S=0.5%
15+38.50
7 CB 1 1 TYPE 1
RT
50.20
C
15+26.50
1
RT
50.44
G.E. 58-$5 5
15+38.50
10.0'
RT
50.08
E
14+89.50
10.0'
I. E. 4-x:4- Ac
51.54
F
14+97.50
10.0'
LT
51.30
G
14+89.50
50
LT
51.66
H
14+97.50
4.0'
LT
51.42
41
2" DI SD 54 Lr
S=0.5%
f
FLJ�
I
t�
45
I
Q
im
STA 14+80.f'9.4(
'LT)
CB 10 TYPE 1
a
=
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I
4.zz 5+0 ' } J . 4[
s
a
k
'<
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12" DI 1 LF S=4.177 I
12" HDPE SD 8 LF S= .5%
9
g
a
50
}
WATER QUALITY V ULT
Y
0
I
� P
s
I
t
SSE DETAIL THIS HEET
0
I.�.(N) 47.30
1
45
STA F 14+80'54
(`5-' LTP
I
y
}
CB9 1, TYPE
1
W/$OLID
LOCKING LID
2
i
G. E. 3 •;--
I.E.
'
Art _-,,I vA S''
tO AL (\0
40
_..,.._�..._._...�...
STAB 1§+§;Z44
I
;
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G. E5. 8.
It
I
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1
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.
I. EX) �
.E
,��
35
rz.r.55
-1
CONNECTION TO
DRAINAGE PIPE
30
SCHEMATIC PROFILE -SEE SHEEP RPB
FINISHED GRADE
CONC VAULT
LID
(.RATFn ArrFgq PANFI
12" FL SHEAR GATE
DI FLANGED CROSS
12 "x 12 "x 12" -�
12" DI PIPE
OPEN BOTTOM-`
2" MIN AC PAVEMENT
OVER VAULT
ELEVATION VIEV! I
GRATED ACCESS PANEL AND
VAULT OUTLET DETAIL
N.T.S.
No. Date
Revision
By I Appr.
Pe rte et Inc.
425-252-7700 11-800-615-9900
2707 Colby Avenue! Suite 900
Everett, Washington 98201
OUTFALL PIPE (N. END
OF VAULT)
sm-
FLOW
WATERTIGHT RUBBER
GASKET JOINT
CONC. VAULT
WALL
SCALE
■ s s s ■
Lr
SEE DETAIL THIS SF
PRECAST
VAULT
WATER QUALITY VAULT
NOTES:
1. VAULT TO BE DESIGNED AND CONSTRUCTED PER PLANS AND
SPECIFICATIONS PROVIDED BY "UTILITY VAULT COMPANY" OR
APPROVED EQUIVALENT.
2. ALL ACCESS MANHOLES/GRATES &LIDS SHALL BE DESIGNED
FOR H-20 LOADING.
52' INSIDE I FNGTH
FA STPUL 0169 (19)
rw
1.)L -I- VLI/"%IL 11 11._7 JI ILLI
PLAN VI Ell
N.T.S.
6'x8' OPENING6'x 8' OPENING GRATED
GRATED ACCESS '0 t,, A 4?D ACCESS PANNEL
PANEL SEE DETAIL 6" BETWEEN TOP OF SEE DETAIL
PIPE AND TOP OF VAULT _
SPACER r7
a •ys. , a; .i. a• .', a + - • sa .. _ - - a - e"g, aa• W.x..
FROM CB9 - = TO CB 12
I.E. (S) • c� I.E. 438► (N)
4 DEAD STORAGE _ `�• Q ''
DEPT 6.5' 0.5 °° o
GALVANIZED STEEL LADDER-
(2
ADDER (2 PLACES) ALIGN WITH z 4t)
- BOTTOM EL=
--
OPENINGS. _..
a i1�' �<"I- LAA 2-
FINISHED GRADE
AC PAVEMENT -
SECTION VIEW
N.T.S.
GRATED ACCESS PANEL
MAKE LID FLUSH WITH
FINISHED GRADE.
CAST ACCESS PANEL
INTO CONC. BOX.
Ad
4-4-
CONC.
-4_CONC. SPACERS
AS REQUIRED a i
3. FWA�
Y
1101
,Q� 4043
FJs� c/ST ER
EXPIRES: 11 /25/
n
OPENING IN VAULT LID
1.5' 6'x8'-40- ow I on owl
e
a-
CONC. VAULT LID
FLOW 12" PIPE
WATERTIGHT RUBBER
GASKET JOINT
FROM CB9
SOUTH END a
OF VAULT
CONC. VAULT
WALL
10 5 0 FEET 10
ELEVATION VIEW
GRATED ACCESS PANEL
AT VAULT INLET
N.T.S.
R-326812
W- 326801
INTERIOR SURFACE
1'-0" (SIDES)
6" (ENDS) FILL W/ NON_ SHRINK GROUT
AT ALL JOINTS
PRECAST FOOTING
OR SLAB
.FOOTING KEYWAY
N.T.S.
�---�
RENTON
VAULT ACCESS PANEL
CORNER'S
POINT
STATION
OFFSET
FINISH GRADE ELEV
A
15+26.50
4.0'
RT
50.56
B
15+38.50
4.0'
RT
50.20
C
15+26.50
10.0'
RT
50.44
D
15+38.50
10.0'
RT
50.08
E
14+89.50
10.0'
LT
51.54
F
14+97.50
10.0'
LT
51.30
G
14+89.50
4.0'
LT
51.66
H
14+97.50
4.0'
LT
51.42
W- 326801
INTERIOR SURFACE
1'-0" (SIDES)
6" (ENDS) FILL W/ NON_ SHRINK GROUT
AT ALL JOINTS
PRECAST FOOTING
OR SLAB
.FOOTING KEYWAY
N.T.S.
�---�
RENTON
o.a.n By Date
05
°��?°Check�,a,
Approved By os
SCALE
"°^'
CITY OF RENTON
°`°"'°9 "°
DD1
MAPLE VALLEY HIGHWAY (SR1 69)/
EDAR RIVER PARK ACCESS IMPROVEMENTS
[WATERQUALITY VAULT DETAILS
°`°,',N
Sheet
��Z "°
3z
Tot
Number
P.00f
z;a�,_oa,
z
•�
IN THE PLANS, THE
CONCRETE COVER
MEASURED FROM THE FACE OF
CONCRETE T+J THE
a
ANY REINFORCING
STEEL SHALL BE 3
INCHES AT THE BOTTOM OF
FOOTING, 2 INCHES
AT THE
GENERAL NOTE,—.).
1 . ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF
THE WAS HI!",JGTON STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR
ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION — DATED 2004, AND AMENDMENTS.
2. THE RETAllNII"',4lG WALLS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS OF THE
AASHTO STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES SIXTEENTH EDITION -1996 AND INTERIMS
THROUGH 2000. ALL STRUCTURAL ELEMENTS HAVE BEEN DESIGNED IN ACCORDANCE ,'KITH THE
REOUIRL- MEQ a : S FOR LOAD FACTOR DESIGN. SEISMIC DESIGN OF THESE STRUCTURES HAS BF -E- N
DONE USING AN ACCELERATION COEFFICIENT OF 0.3.
3. ALL CAST -II` -PLANE CONCRETE SHALL BE CLASS 4000,
4. THE MAXIMUM DESIGN SOIL PRESSURE FOR RETAINING WALLS IS 2.0 TO 5.0 KSF DEPENDING ON
DEPTH OF BEARING STRATA.
5. UNLESS OTHERWISE
SHOWN
IN THE PLANS, THE
CONCRETE COVER
MEASURED FROM THE FACE OF
CONCRETE T+J THE
FACE OF
ANY REINFORCING
STEEL SHALL BE 3
INCHES AT THE BOTTOM OF
FOOTING, 2 INCHES
AT THE
TOP OF FOOTING,
AND 1 -1 /2 INCHES
AT ALL OTHER LOCATIONS.
6. PRECAST STlFUCTURAL EARTH WALL PANELS SHALL BE 5'x5' NOMINAL SIZE.
MALL SCHEDULE
WALL
TYPE
CONTROL ALIGNMENT
FINISH
BEGIN STATION
END STATION
1
STR JCTU, ,-..L EARTH WALL
12+20
1540+44
FRACTURE FIN WALL FINISH
ni JAIN'TITY TABULATION
ITEM
UNIT
RETAINING
WALL 1
STRUCTURE EXCAVATION CLASS B INCL. HAUL
C.Y.
107
SHORING OR EXTRA EXCAVATION CLASS B
S. F.
398
BACKF ILL FOR STRUCTURAL EARTH WALL
C.Y.
205
CONCRETE BARRIER TYPE A
L. F.
186
STR U CTU RAL EARTH WALL
S. F.
1143
U11NDERDRAIN PIPE 6 IN. DIAM.
L. F.
192
GRAVEL BACKFILL FOR DRAIN
C.Y.
40
CON STR'CTI 0N GE OTE X T ILE FOR UNDERGROUND DRANAGE
S.Y.
314
GRAVITY BLOCK i��'A,L L
S. F.
90
326813
LLFA STPUL 0169 (,Q)
GRADE
CA
49.1 ' LT -
B� N 8
WALL PT r : 1"x 1 8"x6" DEEP , y
G�/V
I`JE
STq
M
A 4X SS JA&ION =
....... ...
2 CONDUIT .....�� --
20
R
T
FUTURE SIGNAL
POLE CONDUIT, _
t ,f
SEE r
Of
65.0
60.0
55.0
50.0
45.0
EL 53.36±
FUTURE TYPE A BARRIER
(PLACE REBAR ONLY
THIS CONTRACT)
EL 49.0/ '
SCALE: I " = 10'
STRUCTURAL EARTH WALL — APPROX LENGTH = 186'
TOP OF SIDEWALK ELEVATIONS
TO MATCH ROADWAY DETAILS
BOTTOM OF WALL
12+00 11+50
Pe -Inc.
425-252-7700
d 2707 Colby Avenue, Suite 900
m No. Date Revision By Appr. Everett, Washington 98201
W z
m �
z
EXISTING AND
FINISH GRADE
AT FACE OF WALL
WALL I REFLECTED ELEVATION
11 1
SCALE- 1 10
CIVILTECH
ENGINEERING
10800 NE 8TH STREET SUITE 820
BELLEVUE, WASHINGTON 98004
PHONE: (425)-453-0488
FAX: (425)-453-5848
EL 49.0
11+00
AS
............
RENTON
AHEAD OF THE CURVE
sIo
EXPIRES O9
EL 56.24±
STA 10+75
SCALE IN FEET
1540+00
STA 1540+31
NCTE:
CCNCRETE BARRIER EXPANSION JOINT
@ 48'-0" O.C., DUMMY JOINT AT 8'-0" O.C.
d-
�r-
Q
u� EL 58.0±
EL 51.0
326814
o
Drawn By Date
SCALE
=
Drawing No.
�a
3
Horiz
"
<�
�
MAPLE VALLEY HIGHWAY (SR 169)/
A.
5�
I'STEg�'�1���
Y. LIU 6/28/04
Checked By
1 = 10'
,.
CEDAR RIVER PARK ACCESS IMPROVEMENTS
m
Vert
pr
NAL
J. HUANG 6/28/04
CIL
WALL 1 PLAN AND ELEVATION
1Approved
a
By
LL
Q
LLFA STPUL 0169 (,Q)
GRADE
CA
49.1 ' LT -
B� N 8
WALL PT r : 1"x 1 8"x6" DEEP , y
G�/V
I`JE
STq
M
A 4X SS JA&ION =
....... ...
2 CONDUIT .....�� --
20
R
T
FUTURE SIGNAL
POLE CONDUIT, _
t ,f
SEE r
Of
65.0
60.0
55.0
50.0
45.0
EL 53.36±
FUTURE TYPE A BARRIER
(PLACE REBAR ONLY
THIS CONTRACT)
EL 49.0/ '
SCALE: I " = 10'
STRUCTURAL EARTH WALL — APPROX LENGTH = 186'
TOP OF SIDEWALK ELEVATIONS
TO MATCH ROADWAY DETAILS
BOTTOM OF WALL
12+00 11+50
Pe -Inc.
425-252-7700
d 2707 Colby Avenue, Suite 900
m No. Date Revision By Appr. Everett, Washington 98201
W z
m �
z
EXISTING AND
FINISH GRADE
AT FACE OF WALL
WALL I REFLECTED ELEVATION
11 1
SCALE- 1 10
CIVILTECH
ENGINEERING
10800 NE 8TH STREET SUITE 820
BELLEVUE, WASHINGTON 98004
PHONE: (425)-453-0488
FAX: (425)-453-5848
EL 49.0
11+00
AS
............
RENTON
AHEAD OF THE CURVE
sIo
EXPIRES O9
EL 56.24±
STA 10+75
SCALE IN FEET
1540+00
STA 1540+31
NCTE:
CCNCRETE BARRIER EXPANSION JOINT
@ 48'-0" O.C., DUMMY JOINT AT 8'-0" O.C.
d-
�r-
Q
u� EL 58.0±
EL 51.0
326814
o
Drawn By Date
SCALE
CITY O RENTON
Drawing No.
z
J. ROBERTS 6/28/04
Designed By
Horiz
"
<�
�
MAPLE VALLEY HIGHWAY (SR 169)/
A.
5�
I'STEg�'�1���
Y. LIU 6/28/04
Checked By
1 = 10'
,.
CEDAR RIVER PARK ACCESS IMPROVEMENTS
Vert
rShZo.
NAL
J. HUANG 6/28/04
1' = 10'
WALL 1 PLAN AND ELEVATION
1Approved
Project Number 21001
By
STA 12+19 TO 1540+44tal
EL
V-6
END OF SEW
REINFORCING
FUTURE
CONCRETE BARRIER.
FOR DETAIL SEE
/-,-
REINF TO BE DESIGNED
BY MANUFACTURER AS
PER SPECIFICATION ----,
FIN. GRADE
FINISH SIDEWALK
GRADE --� 61- 1
LIMITS OF BACKFILL FOR
STRUCTURAL EARTH WALL
INCL. HAUL
— — — —SEW REINFORCING
�- FENCE -SEE
ROADWAY PLANS
FUTURE RAILING
�FRACTURED
FIN FINISH
� TOP OF WALL WORK ELEV.
TOP OF WALL PANEL
FRONT OF
[00/ WALL =
(VERTICAL)
FRACTURE �
FIN WALL w
FINISH =
WORKLINE J
FRONT FACE �
OF WALL
z
w o
XIST.FINISH
I ;GROUND N w
UNDERDRAIN PIPE 6" DIA. & GRAVEL
BACKFILL FOR DRAIN. WRAP GRAVEL
BACKFILL WITH CONSTRUCTION GEOTEXTILE
FOR UNDERGROUND DRAINAGE
(LOW SURVIVABILITY, CLASS B)
WRAP PIPE WITH GEOTEXTILE
CONNECT UNDERDRAIN PIPE TO CB
TYPE A BARRIER
TYPICAL SECTION
STA 122+20 TO 1540+44
SCALE: NTS
1,_6„
//lam. i� X// I� �//i ` I
BOTTOM OF WALL
CONCRETE
LEVELING PAD
BACKFILL FOR
STRUCTURAL EARTH
WALL INCL. HAUL
� A \ h�� FUTURE RAILING
A I-
�r
OF
VORKLINE)
LIMITS OF EXCAVATION
SCALE: NTS
FUTURE RAILING
10"
NOTE: THE BARRIER AND REACTION SLAB
(SIDEWALK) SHALL BE DESIGNED AND
REINFORCED FOR A TRAFFIC IMPACT PER
THE SPECIFICATIONS. ALL REINF. SHALL BE
PROVIDED AND INSTALLED IN THIS CONTRACT.
USE EPDXY COATED BARS FOR
REINFORCING THAT WILL BE EXPOSED.
THE CONCRETE SIDEWALK SHALL BE PLACED.
HOWEVER THE CONC. BARRIER IS NOT TO BE
PLACED IN THIS CONTRACT.
IT WILL BE FUTURE WORK.
DETA i L
SCALE: I I /211 = I '-0"
NOMINAL FRONT
FACE OF WALL
�t
�i111,4
1 1/2 )7 +1/4"
EMBED PANEL AS
SPECIFIED BY
STRUCTURAL EARTH
WALL MANUFACTURER
FACE OF
STRUCTURAL
EARTH WALL PANEL
(WORKLINE)
PROVIDE 3"0 PVC
PIPE SLEEVE FOR
FENCE POST AT 10' 0. C.
TYPICAL. USE 5' 0. C.
FOR 27.3' RADIUS
S ECTI 0 N.
1/4"R
FRACTURED FIN WALL FINISH
SCALE: NTS
1/8 37 TO 5/8" DEEP
IRREGULAR FRACTURE
ELI
JI
I
I
I
J
I �
t
i I
I
I
i
STU B AN D CAP
CONDUIT FOR FUTURE
SIGNAL AT 1540+"14.
DETAIL r2
SCALE: I 1/2'' = 1'-0
R-326815
f -I r\r-1Ai h i ii
DETAIL
SCALE: I/2" = I'-0"
5
�C ,
GRADE
'IE
W
z
m
f
Z
S2
V-6
END OF SEW
REINFORCING
FUTURE
CONCRETE BARRIER.
FOR DETAIL SEE
/-,-
REINF TO BE DESIGNED
BY MANUFACTURER AS
PER SPECIFICATION ----,
FIN. GRADE
FINISH SIDEWALK
GRADE --� 61- 1
LIMITS OF BACKFILL FOR
STRUCTURAL EARTH WALL
INCL. HAUL
— — — —SEW REINFORCING
�- FENCE -SEE
ROADWAY PLANS
FUTURE RAILING
�FRACTURED
FIN FINISH
� TOP OF WALL WORK ELEV.
TOP OF WALL PANEL
FRONT OF
[00/ WALL =
(VERTICAL)
FRACTURE �
FIN WALL w
FINISH =
WORKLINE J
FRONT FACE �
OF WALL
z
w o
XIST.FINISH
I ;GROUND N w
UNDERDRAIN PIPE 6" DIA. & GRAVEL
BACKFILL FOR DRAIN. WRAP GRAVEL
BACKFILL WITH CONSTRUCTION GEOTEXTILE
FOR UNDERGROUND DRAINAGE
(LOW SURVIVABILITY, CLASS B)
WRAP PIPE WITH GEOTEXTILE
CONNECT UNDERDRAIN PIPE TO CB
TYPE A BARRIER
TYPICAL SECTION
STA 122+20 TO 1540+44
SCALE: NTS
1,_6„
//lam. i� X// I� �//i ` I
BOTTOM OF WALL
CONCRETE
LEVELING PAD
BACKFILL FOR
STRUCTURAL EARTH
WALL INCL. HAUL
� A \ h�� FUTURE RAILING
A I-
�r
OF
VORKLINE)
LIMITS OF EXCAVATION
SCALE: NTS
FUTURE RAILING
10"
NOTE: THE BARRIER AND REACTION SLAB
(SIDEWALK) SHALL BE DESIGNED AND
REINFORCED FOR A TRAFFIC IMPACT PER
THE SPECIFICATIONS. ALL REINF. SHALL BE
PROVIDED AND INSTALLED IN THIS CONTRACT.
USE EPDXY COATED BARS FOR
REINFORCING THAT WILL BE EXPOSED.
THE CONCRETE SIDEWALK SHALL BE PLACED.
HOWEVER THE CONC. BARRIER IS NOT TO BE
PLACED IN THIS CONTRACT.
IT WILL BE FUTURE WORK.
DETA i L
SCALE: I I /211 = I '-0"
NOMINAL FRONT
FACE OF WALL
�t
�i111,4
1 1/2 )7 +1/4"
EMBED PANEL AS
SPECIFIED BY
STRUCTURAL EARTH
WALL MANUFACTURER
FACE OF
STRUCTURAL
EARTH WALL PANEL
(WORKLINE)
PROVIDE 3"0 PVC
PIPE SLEEVE FOR
FENCE POST AT 10' 0. C.
TYPICAL. USE 5' 0. C.
FOR 27.3' RADIUS
S ECTI 0 N.
1/4"R
FRACTURED FIN WALL FINISH
SCALE: NTS
1/8 37 TO 5/8" DEEP
IRREGULAR FRACTURE
ELI
JI
I
I
I
J
I �
t
i I
I
I
i
STU B AN D CAP
CONDUIT FOR FUTURE
SIGNAL AT 1540+"14.
DETAIL r2
SCALE: I 1/2'' = 1'-0
R-326815
f -I r\r-1Ai h i ii
DETAIL
SCALE: I/2" = I'-0"
5
�C ,
GRADE
'IE
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0
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cc
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c No. Date
SEC. 17 T. 23 N., R. 5 E., W.M.
MATCHLINE STA 11 +50
SEF nceum. t,. _ _
EX. R/W -
M vitt
� 1
BEGINNING- OF
STA 1535+50
M.P. 24.91
PROJECT
PROPOSED CITY
SEC. 17 T. 23 N., R. 5 E., W.M.
END OF PROJECT.
STA 1546+74
M. P. 25. 13
C-4
� + [CEDAR RIVER PARK
PR
CL
CL
' 3 $ N —R=10' g
YJ
� 45.1 TAPER
+ A_
am A -9 11 111111 lilk
N 38�34�06' W 45:1 TAPER �o � —. �s
���\ N 39'52'55' W CO —
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sow 400 now sow al 4000 MW Awl 40M al 0 lllllll GUM SUM 4
MW
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LLJ 01-11, EX. R/W
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Revision
By I Appr.
SR —169 00-
154 +If0 1549+00 _
— - — 35'
Perteet Inc.
425-252-77001 1-800-815-9900
2707 Colby Avenue, Suite 900
Everett, Washington 98201
ki
SHARPS RESTAURANT
I
f
m
WA
Q� of syti��
�Q- Ob
-71
ASO 24043 ,,
Fc,sr��
/ONA L E�1
EXPIRES: 1
Drawn By Date SCALE
illillillillillllllllIIIIIIIIIIIIIIIIIIIIIIIlljlllllI MJS 5/05
Designed By Horiz
05 1 "=50'
RMC5
RENTON Checked By Vert
CJE
__VO5
,,i _�i `t -L Approved By Project Number
FA STPUL 0169 (19)
CHANNELIZATION NOTES
O1 WHITE EDGE LINE 0 45' TO CENTERLINE AND 5' SPACING
(RPM SUBSTITUTION PATTERN WITH TYPE 1 RPM'S SPACED AT
1' 0/C)
2O WIDE LINE (RPM SUBSTITUTION PATTERN)
3O DOUBLE YELLOW CENTER LINE (RPM SUBSTITUTION PATTERN)
O4 PLASTIC STOP LINE
O5 PLASTIC CROSSWALK LINE
O6 EDGE LINE (THERMOPLASTIC TYPE A, PER STD. `_SPECIFICATION
9-34.3(1)).
7O PLASTIC TRAFFIC ARROW TYPE 2L
YELLOW EDGE LINE @ 45* O OCENTERLINE IN
(RPM SUBSTITUTION PATTERN WITHTYPE 1 RPM'S SPACED
2' 0/C)
G4" WHITE PAINT LINE
NOTES:
1. SEE STANDARD PLANS M-3.30-00, M -15.10-C:'10,
M-24.20-009 M-20.50-00, H -3A, H -5C THRIL) H -5D FOR
PAVEMENT MARKING DETAILS.
2. EXISTING PAINT LINES AND TRAFFIC MARKINGS 3HALL BE
REMOVED PRIOR TO INSTALLATION OF PAVEMENT MARKINGS.
PLASTIC MARKINGS SHALL BE REMOVED BY GRINDING.
3. TRAFFIC ARROWS, STOP LINES, AND CROSSWALK LINES
SHALL BE METHYL METHACRYLATE (MMA) FLAT TYPE D, PER
STD. SPECIFICATION 9-34.3(4).
4. SEE SHEET CH2 FOR PARKING STALL "A" DETitlL
R-3 2 6 8 1 6
SCALE
MW• •
�
• 25 • FEET
•
CITY OF RENTON
MAPLE VALLEY HIGHWAY (SR1 69)/
EDAR RIVER PARK ACCESS IMPROVEMEN
CHANNELIZATION PLAN
Drawing No.
CH1
Sheet No.
16 32
of Total
d
z
r
0
U
E
Z
0
a
J
3
N)
U
0
VIIL
cc
W
W
0
c No. Date
SEC. 17 T. 23 N., R. 5 E., W.M.
MATCHLINE STA 11 +50
SEF nceum. t,. _ _
EX. R/W -
M vitt
� 1
BEGINNING- OF
STA 1535+50
M.P. 24.91
PROJECT
PROPOSED CITY
SEC. 17 T. 23 N., R. 5 E., W.M.
END OF PROJECT.
STA 1546+74
M. P. 25. 13
C-4
� + [CEDAR RIVER PARK
PR
CL
CL
' 3 $ N —R=10' g
YJ
� 45.1 TAPER
+ A_
am A -9 11 111111 lilk
N 38�34�06' W 45:1 TAPER �o � —. �s
���\ N 39'52'55' W CO —
YJ--------
IV—
Mom an
N O
sow 400 now sow al 4000 MW Awl 40M al 0 lllllll GUM SUM 4
MW
BMW mom goo 00
LLJ 01-11, EX. R/W
Zt
. CO J
L0 C4
LLJ
w z EDw
Ln
—Ljj X
Uw
0 � LA LO
~ ~0
LLJ wm Dov
(fl MZ
to w
Revision
By I Appr.
SR —169 00-
154 +If0 1549+00 _
— - — 35'
Perteet Inc.
425-252-77001 1-800-815-9900
2707 Colby Avenue, Suite 900
Everett, Washington 98201
ki
SHARPS RESTAURANT
I
f
m
WA
Q� of syti��
�Q- Ob
-71
ASO 24043 ,,
Fc,sr��
/ONA L E�1
EXPIRES: 1
Drawn By Date SCALE
illillillillillllllllIIIIIIIIIIIIIIIIIIIIIIIlljlllllI MJS 5/05
Designed By Horiz
05 1 "=50'
RMC5
RENTON Checked By Vert
CJE
__VO5
,,i _�i `t -L Approved By Project Number
FA STPUL 0169 (19)
CHANNELIZATION NOTES
O1 WHITE EDGE LINE 0 45' TO CENTERLINE AND 5' SPACING
(RPM SUBSTITUTION PATTERN WITH TYPE 1 RPM'S SPACED AT
1' 0/C)
2O WIDE LINE (RPM SUBSTITUTION PATTERN)
3O DOUBLE YELLOW CENTER LINE (RPM SUBSTITUTION PATTERN)
O4 PLASTIC STOP LINE
O5 PLASTIC CROSSWALK LINE
O6 EDGE LINE (THERMOPLASTIC TYPE A, PER STD. `_SPECIFICATION
9-34.3(1)).
7O PLASTIC TRAFFIC ARROW TYPE 2L
YELLOW EDGE LINE @ 45* O OCENTERLINE IN
(RPM SUBSTITUTION PATTERN WITHTYPE 1 RPM'S SPACED
2' 0/C)
G4" WHITE PAINT LINE
NOTES:
1. SEE STANDARD PLANS M-3.30-00, M -15.10-C:'10,
M-24.20-009 M-20.50-00, H -3A, H -5C THRIL) H -5D FOR
PAVEMENT MARKING DETAILS.
2. EXISTING PAINT LINES AND TRAFFIC MARKINGS 3HALL BE
REMOVED PRIOR TO INSTALLATION OF PAVEMENT MARKINGS.
PLASTIC MARKINGS SHALL BE REMOVED BY GRINDING.
3. TRAFFIC ARROWS, STOP LINES, AND CROSSWALK LINES
SHALL BE METHYL METHACRYLATE (MMA) FLAT TYPE D, PER
STD. SPECIFICATION 9-34.3(4).
4. SEE SHEET CH2 FOR PARKING STALL "A" DETitlL
R-3 2 6 8 1 6
SCALE
MW• •
�
• 25 • FEET
•
CITY OF RENTON
MAPLE VALLEY HIGHWAY (SR1 69)/
EDAR RIVER PARK ACCESS IMPROVEMEN
CHANNELIZATION PLAN
Drawing No.
CH1
Sheet No.
16 32
of Total
zN
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:o
�3
N
O
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cc
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CL
m
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it
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0
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0
0
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0
C
12+0
0
Perteet Inc.
425-252-7700 11-800-615-9900
2707 Colby Avenue, Suite 900
No. Date Revision By qpPr. Everett, Washington 98201
T. 23 N., R. 5 E., W.M. FLASTPUL 0169 (19)
CHANNELIZATION NOTES
O WHITE EDGE LINE 0 45' TO CENTERLINE AND 5 SPACING
(RPM SUBSTITUTION PATTERN WITH TYPE 1 RPM'S SPACED AT
1 ' 0/C)
3
3x _
00 :. STA 14+10 18' RT
BEGIN CROSSWALK LINE
STA 15+40 18 RT
END CROSSWALK LINE
%r Ir.
.
0
O `
4' W A Y 1d
Q. 5 + 5
4 p�
y O.
AIAIAIAIAIAIA� 4A A
5
STA 14+90 (18' LT,18'
BEGIN CROSSWALK LINE
STA 15+25 (18' LT,18'
END CROSSWALK LINE
E�14V
Q� °F
WA
<0'
Ob
24043
IST 12
EXPIRES: 11 /25/
STA 15+30
STOP LINE (CL-12'RT)
END DOUBLE YELLOW CENTER LINE (CL)
STA 15+40 (12'LT & 12'RT)
CROSSWALK LINE
STA 15+50 (15'RT)
BEGIN CROSSWALK LINE
STA 15+75 15'RT)
END CROSSWALK LINE
2O WIDE LINE (RPM SUBSTITUTION PATTERN)
3O DOUBLE YELLOW CENTER LINE (RPM SUBSTITUTION PATTERN)
4O PLASTIC STOP LINE
O5 PLASTIC CROSSWALK LINE
O EDGE LINE (THERMOPLASTIC TYPE A. PER STD. SPECIFICATION
9-34.3(1)).
7O PLASTIC TRAFFIC ARROW TYPE 2L
8O YELLOW EDGE LINE @ 45' TO CENTERLINE- AND 10' SPACING
(RPM SUBSTITUTION PATTERN WITH TYPE 1 RPM'S SPACED AT
2' 0/C)
NOTES:
1. SEE STANDARD PLANS M-3.30-00, M-15.10-00,
M-24.20-00, M-20.50-00, H -3A, H -5C THRU H-51) FOR
PAVEMENT MARKING DETAILS.
2. EXISTING PAINT LINES AND TRAFFIC MARKINGS SHALL BE
REMOVED PRIOR TO INSTALLATION OF PAVEMENT MARKINGS.
PLASTIC MARKINGS SHALL BE REMOVED B'YI GRINDING.
3. TRAFFIC ARROWS, STOP LINES, AND CROSSWALK LINES
SHALL BE METHYL METHACRYLATE (MMA) FLAT TYPE D, PER
STD. SPECIFICATION 9-34.3(4).
4. SEE SHEET CH2 FOR PARKING STALL "A" 'DETAIL
om
'E PAINT LINE
PARKING STALL A DETAIL
NOT TO SCALE
R-326811
SCALE
5b 25 0 FEET �0 100
o�s By Date F CITY rCH2OF RENTON °"'"' No.
Designed By
505Horiz
RENTON� ��e�k., � �5- Vert
f,
MAPLE VALLEY HIGHWAY (SR1 69)/ Sheet No
::,n:,;,,; �,;,.i,;�,A WE os CEDAR RIVER PARK ACCESS IMPROVEMENTS
Approved
� I Project Nunieefl 1
CHANNELIZA11ON PLAN �� 32
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W�
a
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it
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c�
0
0
N
0
C
12+0
0
Perteet Inc.
425-252-7700 11-800-615-9900
2707 Colby Avenue, Suite 900
No. Date Revision By qpPr. Everett, Washington 98201
T. 23 N., R. 5 E., W.M. FLASTPUL 0169 (19)
CHANNELIZATION NOTES
O WHITE EDGE LINE 0 45' TO CENTERLINE AND 5 SPACING
(RPM SUBSTITUTION PATTERN WITH TYPE 1 RPM'S SPACED AT
1 ' 0/C)
3
3x _
00 :. STA 14+10 18' RT
BEGIN CROSSWALK LINE
STA 15+40 18 RT
END CROSSWALK LINE
%r Ir.
.
0
O `
4' W A Y 1d
Q. 5 + 5
4 p�
y O.
AIAIAIAIAIAIA� 4A A
5
STA 14+90 (18' LT,18'
BEGIN CROSSWALK LINE
STA 15+25 (18' LT,18'
END CROSSWALK LINE
E�14V
Q� °F
WA
<0'
Ob
24043
IST 12
EXPIRES: 11 /25/
STA 15+30
STOP LINE (CL-12'RT)
END DOUBLE YELLOW CENTER LINE (CL)
STA 15+40 (12'LT & 12'RT)
CROSSWALK LINE
STA 15+50 (15'RT)
BEGIN CROSSWALK LINE
STA 15+75 15'RT)
END CROSSWALK LINE
2O WIDE LINE (RPM SUBSTITUTION PATTERN)
3O DOUBLE YELLOW CENTER LINE (RPM SUBSTITUTION PATTERN)
4O PLASTIC STOP LINE
O5 PLASTIC CROSSWALK LINE
O EDGE LINE (THERMOPLASTIC TYPE A. PER STD. SPECIFICATION
9-34.3(1)).
7O PLASTIC TRAFFIC ARROW TYPE 2L
8O YELLOW EDGE LINE @ 45' TO CENTERLINE- AND 10' SPACING
(RPM SUBSTITUTION PATTERN WITH TYPE 1 RPM'S SPACED AT
2' 0/C)
NOTES:
1. SEE STANDARD PLANS M-3.30-00, M-15.10-00,
M-24.20-00, M-20.50-00, H -3A, H -5C THRU H-51) FOR
PAVEMENT MARKING DETAILS.
2. EXISTING PAINT LINES AND TRAFFIC MARKINGS SHALL BE
REMOVED PRIOR TO INSTALLATION OF PAVEMENT MARKINGS.
PLASTIC MARKINGS SHALL BE REMOVED B'YI GRINDING.
3. TRAFFIC ARROWS, STOP LINES, AND CROSSWALK LINES
SHALL BE METHYL METHACRYLATE (MMA) FLAT TYPE D, PER
STD. SPECIFICATION 9-34.3(4).
4. SEE SHEET CH2 FOR PARKING STALL "A" 'DETAIL
om
'E PAINT LINE
PARKING STALL A DETAIL
NOT TO SCALE
R-326811
SCALE
5b 25 0 FEET �0 100
o�s By Date F CITY rCH2OF RENTON °"'"' No.
Designed By
505Horiz
RENTON� ��e�k., � �5- Vert
f,
MAPLE VALLEY HIGHWAY (SR1 69)/ Sheet No
::,n:,;,,; �,;,.i,;�,A WE os CEDAR RIVER PARK ACCESS IMPROVEMENTS
Approved
� I Project Nunieefl 1
CHANNELIZA11ON PLAN �� 32
o, roe
a�
E
w
z
O
A
t�
J
3
v
X
r
O
N
r
C7
O
L
a
L
RE
L
U
m
m
m
i
CL
co
rl
0
U
w
0
cr
(L
z
E
m
Lo
0
0
0
0
N
CO
O
WIRING SCHEDULE SERVICE NO.
ZnROADWAY
�
POLE SHEET. PROVIDE AND INSTALL TYPE III POLE, WITH
PED/VEH
DET
2CSH
EVP
3CSH
POWER
#6
SIGNAL
5C
POWER
#2
TEL
TEL
6PRPE39
CONDUIT
SIZE
NO.
1
2"
1
DETAIL DRAWING. PROVIDE AND INSTALL TYPE 1 POLE, 1
11
PEDESTRIAN HEAD AND 1
PUSHBUTTON DETECTOR.
3
2
2"
2
ONE 52' MAST ARM, ONE
28' MAST ARM, 5 VEHICLE SIGNAL HEADS AND 2
EMERGENCY VEHICLE DETECTORS. PROVIDE AND INSTALL 12' LUMINAIRE ARM WITH
3
2"
4
INSTALL FOUNDATION PER
SIGNAL DETAIL SHEET. PROVIDE AND INSTALL TYPE 1 POLE,
1 PEDESTRIAN HEAD AND
1 PUSHBUTTON DETECTOR.
4
2"
DETAIL DRAWING. PROVIDE AND INSTALL TYPE: I POLE, 2
PEDESTRIAN HEADS, AND 2 PEDESTRIAN PUSHBUTTONS.
1
5
2"
2
3
6
3"
6
2
4
7
3"
3
1
8
2"
3
9
2"
1
1
10
3"
3
11
3"
8
12
2"
2
13
2"
1
14
2"
1
15
2"
3
16
2"
2
17
2"
2
2
18
2" SPARE
V
co 1
r—
Q` V)
DETAIL A
DETAIL A
No
04
50
—� VEHICLE MOVEMENT
�- PED MOVEMENT
PP Agp, nl ArRAKA
DISPLAY NOTES
1. ALL VEHICLE HEADS SHALL HAVE 12" LENSES, ALUMINUM
BACKPLATES AND TUNNEL VISORS.
2. ALL VEHICLE SIGNAL HEADS SHALL BE INSTALLED WITH TYPE M
MOUNTING PER WSDOT STD. PLAN J -6g.
3. ALL PEDESTRIAN HEADS SHALL HAVE LED DISPLAYS.
4. PEDESTRIAN HEADS 27 AND 46 SHALL BE INSTALLED USING TYPE
D MOUNTS PER WSDOT STD. PLAN J -6f.
5. PEDESTRIAN HEADS 26 AND 47 SHALL BE INSTALLED WITH TYPE
E MOUNTING PER WSDOT STD. PLAN J -6f.
6. ALL RED, YELLOW AND GREEN VEHICLE DISPLAYS SHALL BE LED.
GENERAL NOTES
1. INSTALL TYPE I, II, AND III JUNCTION BOXES PER RENTON STD.
PLAN JR -36. STAINLESS STEEL NEMA JUNCTION BOX SHALL BE
INSTALLED PER WALL PLAN.
2. SEE ILLUMINATION PLAN FOR ILLUMINATION DETAILS.
PEDESTRIAN
SIGNAL HEADS
26,27
46,47
,p 24043
�fs�oNAl E��\�
EXPIRES: 11 /25/
12" R
12" Y
12" G
VEHICLE
SIGNAL HEADS
21,22
413,42,61,62
12" *R—
12" wY —
12" 4G—
VEHICLE
SIGNAL HEADS
11
-Z :?
CONSTRUCTION NOTES
1
BLANK
POLE SHEET. PROVIDE AND INSTALL TYPE III POLE, WITH
CONNECTION TO NEW TRANSFORMER.
BLANK
BLANK
PLAN FOR CONTINUATION OF CONDUIT.
BLANK
50
—� VEHICLE MOVEMENT
�- PED MOVEMENT
PP Agp, nl ArRAKA
DISPLAY NOTES
1. ALL VEHICLE HEADS SHALL HAVE 12" LENSES, ALUMINUM
BACKPLATES AND TUNNEL VISORS.
2. ALL VEHICLE SIGNAL HEADS SHALL BE INSTALLED WITH TYPE M
MOUNTING PER WSDOT STD. PLAN J -6g.
3. ALL PEDESTRIAN HEADS SHALL HAVE LED DISPLAYS.
4. PEDESTRIAN HEADS 27 AND 46 SHALL BE INSTALLED USING TYPE
D MOUNTS PER WSDOT STD. PLAN J -6f.
5. PEDESTRIAN HEADS 26 AND 47 SHALL BE INSTALLED WITH TYPE
E MOUNTING PER WSDOT STD. PLAN J -6f.
6. ALL RED, YELLOW AND GREEN VEHICLE DISPLAYS SHALL BE LED.
GENERAL NOTES
1. INSTALL TYPE I, II, AND III JUNCTION BOXES PER RENTON STD.
PLAN JR -36. STAINLESS STEEL NEMA JUNCTION BOX SHALL BE
INSTALLED PER WALL PLAN.
2. SEE ILLUMINATION PLAN FOR ILLUMINATION DETAILS.
PEDESTRIAN
SIGNAL HEADS
26,27
46,47
,p 24043
�fs�oNAl E��\�
EXPIRES: 11 /25/
12" R
12" Y
12" G
VEHICLE
SIGNAL HEADS
21,22
413,42,61,62
12" *R—
12" wY —
12" 4G—
VEHICLE
SIGNAL HEADS
11
-Z :?
CONSTRUCTION NOTES
1
INSTALL FOUNDATION PER
POLE SHEET. PROVIDE AND INSTALL TYPE III POLE, WITH
CONNECTION TO NEW TRANSFORMER.
54' MAST ARM, 2 VEHICLE
SIGNAL HEADS AND 1 EMERGENCY VEHICLE DETECTOR.
PLAN FOR CONTINUATION OF CONDUIT.
PROVIDE AND INSTALL .16'
LUMINAIRE ARM WITH 400 WATT LUMINAIRE AND
LOOP PER SIGNAL
PHOTOCELL.
10
2
INSTALL FOUNDATION PER
DETAIL DRAWING. PROVIDE AND INSTALL TYPE 1 POLE, 1
11
PEDESTRIAN HEAD AND 1
PUSHBUTTON DETECTOR.
3
INSTALL FOUNDATION PER
POLE DETAIL SHEET. PROVIDE AND INSTALL TYPE SD POLE,
ONE 52' MAST ARM, ONE
28' MAST ARM, 5 VEHICLE SIGNAL HEADS AND 2
EMERGENCY VEHICLE DETECTORS. PROVIDE AND INSTALL 12' LUMINAIRE ARM WITH
400 WATT LUMINAIRE.
4
INSTALL FOUNDATION PER
SIGNAL DETAIL SHEET. PROVIDE AND INSTALL TYPE 1 POLE,
1 PEDESTRIAN HEAD AND
1 PUSHBUTTON DETECTOR.
5
INSTALL FOUNDATION PER
DETAIL DRAWING. PROVIDE AND INSTALL TYPE: I POLE, 2
PEDESTRIAN HEADS, AND 2 PEDESTRIAN PUSHBUTTONS.
6 CONSTRUCT COMBINATION TYPE P-1 CONTROLLER AND SERVICE FOUNDATION.
PROVIDE AND INSTALL TYPE P CABINET WITH EAGLE CONTROLLER. PROTIDE AND
INSTALL TYPE III SERVICE CABINET, PER CITY OF RENTON STD. PLAN J1R11. INSTALL
PHOTOCELL FOR SERVICE CABINET ON NEAREST LUMINAIRE PER SHEET I1-1.
O7
COORDINATE WITH
PSE FOR POWER
CONNECTION TO NEW TRANSFORMER.
8O
SEE ILLUMINATION
PLAN FOR CONTINUATION OF CONDUIT.
O9
INSTALL TYPE R3
LOOP PER SIGNAL
DETAIL SHEET SG5 AND SG6.
10
INSTALL TYPE R1
LOOP PER SIGNAL
DETAIL SHEET SG5 AND SG6.
11
STUBOUT AND CAP SPARE CONDUIT
RUN. SEE WALL PLAN.
CIRCUIT
PHASE(S)
A
2
B
4
C
1 & 6
D
N/A
PREEMPTION
SCHEDULE
CONTINUE INTERCONNECT TO EXISTING INTERSECTION
CONTROLLER OF SR 169/SHARPS DRIVEWAY WITH
190' MAXIMUM SPACING BETWEEN JUNCTION BOXES.
R-316818
SCALE
1'
t:V
0
Q)
ai
E
ca
z
M
J
3
X
tD
�i
co
0
Y
L
^^M
a.
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R
m
75
>i
ai
CL
M
i
Cn
0
N
U
3
0
Ir
a.z
a�
Y
E
ao
0
0
0
0
N
co
0
c
z
0
E--4
w
w
rx
a
\2
CALL A
921
922
923
\4
CALL B
941
942
943
\1 +\6
CALL C
961
962
963
981
982
983
z
0
F'
F'
w
F'
A
0
0
'4
1
11A,B,C
816
817
2
21A,B,C
826
22A,B,C, 23A,B,C
827
27A,B,C
828
829
28A,B,C
928
929
3
836
837
4
41A,B,C
846
847
848
849
5
856
857
6
61A,B,C
866
62A,B,C, 63A,B,C
867
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45'
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BEARING PRESSURE
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900
1,200
19500
11900
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10'
10'
11'
1 1 '
13'
15'
1,000
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8'
8'
9'
9'
10'
ll'
16.5
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8'
8'
9
9'
10'
E1
E2
3' ROUND
8'
8'
9'
1 1 '
13'
15'
1,500
3' SQUARE
7'
7'
7'
8'
8'
9'
66
4' ROUND
7'
7'
7'
8'
8'
9'
3' ROUND
6'
6'
7'
1 1 '
13'
15'
2,500
3' SQUARE
6'
6'
fi'
6'
7'
7'
952
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6'
6'
6'
6'
7'
7'
THIS TABLE BASED ON A 0 VALUE OF 26'. FOR DOUBLE MAST ARM STANDARDS
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FABRICATION DATE
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SR97, MP 069.09
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2. SAWCUT LOOP SLOTS AND LEAD—IN SLOTS.
3. LAY OUT LOOP WIRE STARTING AT JUNCTION BOX, ALLOWING
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No. Date
JUNCTION BOX
TYPE R1 INDUCTION LOOP
LOOP WINDING DETAILS
Revision
By I Appr.
LOOP INSTALLATION NOTES
1. INSTALL JUNCTION BOX AND LEAD—IN CONDUIT.
2. SAWCUT LOOP SLOTS AND LEAD—IN SLOTS.
3. LAY OUT LOOP WIRE STARTING AT JUNCTION BOX, ALLOWING
5' MINIMUM SLACK.
4. INSTALL WIRE IN LOOP SLOT AS SHOWN.
5. FINISH LAYING OUT WIRE AT JUNCTION BOX AND IDENTIFY LEADS
WITH LOOP NUMBER AND "S" FOR START AND "F" FOR FINISH.
6. TWIST EACH PAIR OF LEAD WIRES TWO TIMES PER FOOT FROM
LOOP TO JUNCTION BOX. REVERSE DIRECTION OF TWIST FOR EACH
SUCCESSIVE PAIR INSTALLED.
7. CONSTRUCT SUPPLEMENTAL SPLICE CONTAINING ANY SERIES OR
PARALLEL LOOP CONNECTIONS REQUIRED IN PLANS. SUPPLEMENTAL
SPLICES ARE SUBJECT TO THE SAME REQUIREMENTS SHOWN FOR
THE LOOP LEAD AND SHIELDED CABLE SPLICE.
8. SPLICE LOOP LEADS OR SUPPLEMENTAL SPLICE LEADS TO SHIELDED
CABLE AS NOTED IN THE PLANS.
9. COMPLETE INSTALLATION AND TEST LOOP CIRCUITS OR COMBINATION
LOOP CIRCUITS. SEE STANDARD SPECIFICATION 8-20.3(14)D.
10. FRONT OF LOOP SHALL BE MEASURED FROM BACK OF STOP BAR, OR
BACK OF CROSSWALK WHERE NO STOP BAR IS INSTALLED.
11. CONDUIT FOR LOOP STUBOUT SHALL BE SCHEDULE 40 PVC.
12. LABEL ALL LOOP LEAD IN WIRES WITH BOTH LOOP NUMBER
AND LOOP SERIES NUMBER ON TYPE R3 LOOPS AS SHOWN BELOW.
LOOP LEAD IN WIRE LABEL:
XXX—XX
LOOP NUMBER LOOP SERIES NUMBER
DASH S OR F
TO CONTROLLER
>_c(s)
O1 SEALANT TO ENCAPSULATE CONDUCTORS —
SEE SPECIAL PROVISIONS.
O2 LOOP WIRE — #14 AWG.
O3 LEAD—IN WIRES: (SEE INSTALLATION
NOTES) THREE PAIR MAXIMUM PER
SAWCUT.
G EXTEND SAWCUT SUFFICIENT LENGTH TO
PROVIDE FULL SAWCUT DEPTH AROUND
CORNERS.
5 WEARING COURSE (LOOPS SHALL BE
INSTALLED PRIOR TO FINAL LIFT IF
NEW PAVEMENT IS INSTALLED) WHERE
APPLICABLE.
O6 FILL WITH SEALANT.
meet Inc.
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2707 Colby Avenue, Suite 900
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SEE NOTE 6
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D ETAI L
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APPLICABLE
CENTER C
LAN E
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3" CRUSHED
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PLUS 2"
APPLICABLE IN IMPROVED AREAS
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SECTION D—D R = 326822
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TO ADDITIONAL
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No. Date
JUNCTION BOX
TYPE R1 INDUCTION LOOP
LOOP WINDING DETAILS
Revision
By I Appr.
LOOP INSTALLATION NOTES
1. INSTALL JUNCTION BOX AND LEAD—IN CONDUIT.
2. SAWCUT LOOP SLOTS AND LEAD—IN SLOTS.
3. LAY OUT LOOP WIRE STARTING AT JUNCTION BOX, ALLOWING
5' MINIMUM SLACK.
4. INSTALL WIRE IN LOOP SLOT AS SHOWN.
5. FINISH LAYING OUT WIRE AT JUNCTION BOX AND IDENTIFY LEADS
WITH LOOP NUMBER AND "S" FOR START AND "F" FOR FINISH.
6. TWIST EACH PAIR OF LEAD WIRES TWO TIMES PER FOOT FROM
LOOP TO JUNCTION BOX. REVERSE DIRECTION OF TWIST FOR EACH
SUCCESSIVE PAIR INSTALLED.
7. CONSTRUCT SUPPLEMENTAL SPLICE CONTAINING ANY SERIES OR
PARALLEL LOOP CONNECTIONS REQUIRED IN PLANS. SUPPLEMENTAL
SPLICES ARE SUBJECT TO THE SAME REQUIREMENTS SHOWN FOR
THE LOOP LEAD AND SHIELDED CABLE SPLICE.
8. SPLICE LOOP LEADS OR SUPPLEMENTAL SPLICE LEADS TO SHIELDED
CABLE AS NOTED IN THE PLANS.
9. COMPLETE INSTALLATION AND TEST LOOP CIRCUITS OR COMBINATION
LOOP CIRCUITS. SEE STANDARD SPECIFICATION 8-20.3(14)D.
10. FRONT OF LOOP SHALL BE MEASURED FROM BACK OF STOP BAR, OR
BACK OF CROSSWALK WHERE NO STOP BAR IS INSTALLED.
11. CONDUIT FOR LOOP STUBOUT SHALL BE SCHEDULE 40 PVC.
12. LABEL ALL LOOP LEAD IN WIRES WITH BOTH LOOP NUMBER
AND LOOP SERIES NUMBER ON TYPE R3 LOOPS AS SHOWN BELOW.
LOOP LEAD IN WIRE LABEL:
XXX—XX
LOOP NUMBER LOOP SERIES NUMBER
DASH S OR F
TO CONTROLLER
>_c(s)
O1 SEALANT TO ENCAPSULATE CONDUCTORS —
SEE SPECIAL PROVISIONS.
O2 LOOP WIRE — #14 AWG.
O3 LEAD—IN WIRES: (SEE INSTALLATION
NOTES) THREE PAIR MAXIMUM PER
SAWCUT.
G EXTEND SAWCUT SUFFICIENT LENGTH TO
PROVIDE FULL SAWCUT DEPTH AROUND
CORNERS.
5 WEARING COURSE (LOOPS SHALL BE
INSTALLED PRIOR TO FINAL LIFT IF
NEW PAVEMENT IS INSTALLED) WHERE
APPLICABLE.
O6 FILL WITH SEALANT.
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2707 Colby Avenue, Suite 900
Everett, Washington 98201
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\D
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TION SEE LOOP STUB
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SECTION C—C
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FA STPUL 0169 (ISM,
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D ETAI L
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3" CRUSHED
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SAND
CONDUIT
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PLUS 2"
APPLICABLE IN IMPROVED AREAS
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SECTION D—D R = 326822
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SCALE
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TYPICAL CONDUIT PLACEMENT FOR LOOP
LEAD-IN WIRES
LOOP LEAD PAIRS
1-2
3
4-5
6-8
9-12
CONDUIT SIZE (MIN.)
1
1 1/4
1 1/2
2
2 1/2
TABLE A
VI NYL ELECTF
CABLE JACKET
VARIES — SEE LOOP STUBOUT CONDUIT PLACEMENT DETAILS
SEAL CONDUIT WITH DUCT SEAL
1 CAn IAI C`AXA/tel ITC`
I CONDUIT
DRILL HOLE 1"
LARGER THAN CONDUIT
FILL WITH EPDXY
LANE EDGE
TRANSITION FROM LOOP
LEAD—IN SAWCUT TO
TRANSVERSE SAWCUT SHALL
BE ON LANE EDGE (TYP.)
EDGE OF
PAVED
SHOULDER
FOR CONDUIT
STUBOUT LOCATION
SEE LOOP STUBOUT
CONDUIT PLACEMENT
DETAILS
INSTALL THREE 1 It
SPARE —j
STUBOUTS AS SHOWN. MARK ABOVE EACH
SPARE STUBOUT WITH PK NAIL.
TYPE R3 SAWCUT LAYOUT DETAIL (TYP.)
(FOR 3 TYPE R3 LOOPS)
LEAD—IN SAWCUTS AND STUBOUT DETAIL
Qr-%nT0U('%ACT U0nVV Qr)A nD Q7A— 1 CDI 1('`1= VIT
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DETECTOR LEAD—IN CABLE
2C(S), SEE STD. SPEC.
9-29.3(7) * GROUND DRAIN WIRE
AT AMPLIFIER ONLY
SPLICE DETAIL
DETAIL A
SEAL BOTH ENDS
WITH ELECTRICAL
PUTTY AND TAPE
LVVf vv I11Lj JLL
STD. SPEC. 9-29.3(8)
NOTE: SPLICE KITS SHALL BE CENTERED
ON
CONDUCTORS AND
SUFFICIENT SLACK SHALL
BE
PROVIDED THAT THE SPLICE CAN
BE
RAISED A MINIMUM
OF 18" ABOVE GROUND
LINE.
LANE EDGE
ALL DIMENSIONS ARE IN INCHES
UNLESS OTHERWISE NOTED.
CEMENT CONCRETE CURBS
OR GUTTER— SEE STANDARD
PLAN F-1 11.1
TO
JUNCTIO
BOX
EDGE OF PAVED
SHOULDER
TO
JUNCTION
BOX
15"
24"
�— STUBOUT SHALL EXTEND A
MINIMUM 3/4 INTO PAVEMENT.
PAVEMENT DEPTH VARIES.
�* SCHED 40 PVC SECURED
IN ROAD SURFACE (TYP.)
�— STUBOUT SHALL EXTEND A
_ MINIMUM 3/4 "INTO PAVEMENT.
PAVEMENT DEPTH VARIES.
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EXPIRES: 11 /25/
SCHED 40 PVC SECURED
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TRANSITION FROM LOOP
LEAD—IN SAWCUT TO
TRANSVERSE SAWCUT SHALL
BE ON LANE EDGE (TYP.)
EDGE OF
PAVI=D
SHOULDER
JB
FOR CONDUIT , cr,
STUBOUT LOCATION
SEE LOOP STUBOUT
CONDUIT PLACEMENT
DETAILS
INSTALL THREE 1 it SPARE —f
STUBOUTS AS SHOWN. MARK ABOVE EACH
SPARE STUBOUT WITH PK NAIL.
TYPE R3 SAWCUT LAYOUT DETAIL (TYP.)
(FOR 4 TYPE R3 LOOPS)
STUBOUT SHALL EXTEND A
MINIMUM 3/4 it INTO PAVEMENT.
15" PAVEMENT DEPTH VARIES.
TO
JUNCTION 24"
BOX SCHED 40 PVC SECURED
IN ROAD SURFACE (TY[.)
STUBOUT SHALL EXTEND A
15" MINIMUM 3/4 " INTO P��VEMENT.
PAVEMENT DEPTH VARIES,
JUNCTION 24
BOX * SCHED 40 PVC SECURED
IN ROAD SURFACE (TYP.)
* SEE DETAIL A
LOOP STUBOUT
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SEE DRAWING IL2
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SIGN SCHEDULE
SIGN NO. STATION SIGN TYPE
SIGN SIZE DESCRIPTION REMARKS
W(in.) H(in.)
1 1540+72 33' LT EXISTING
24 24 CARCO THEATRE RELOCATE SIGN TO EX. LIGHT STANDARD
2 1539+84 35' RT Dl -301
60 18 MAPLE VALLEY HWY SR 169 SEE SIGNAL STD FOR LOCATION ON MAST ARM
3 1540+02 30' RT EXISTING
24 24 CARCO THEATRE RELOCATE SIGN TO NEW SIGNAL POLE
2, 1 GROUND
2
2"
0
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EXPIRES: 11 /25/
SIGNING LEGEND
(iE)—NEW SIGN
RXX ]—REMOVE EXISTING SIGN
EX —EXISTING SIGN TO REMAIN
(NEW LOCATION)
EXISTING SIGN ASSEMBLY
XX TO BE RELOCATED
(EXISTING LOCATION)
AL —NEW SIGN
-a —EXISTING SIGN T=326801
R-316814
CONSTRUCTION NOTES
(D INSTALL LUMINAIRE ON SIGNAL POLE PER
LUMINAIRE SCHEDULE.
O REMOVE EXISTING LIGHT STANDARD, AND WIRING
TO NEAREST JUNCTION BOX. ABANDON
ASSOCIATED CONDUIT.
O INSTALL FOUNDATION AND DECORATIVE LIGHT
STANDARD PER LUMINAIRE SCHEDULE ON
DRAWING IL3.
5 REPLACE EXISTING CONDUIT RUN TO MAINTAIN
EXISTING LIGHTING. SPLICE NEW WIRING TO
EXISTING CIRCUIT AT NEAREST JUNCTION BOXES.
GENERAL NOTES
1. ALL SIGNS SHALL BE INSTALLED IN ACCORDANCE
WITH MUTCD REQUIREMENTS
2 SEE WALL PLANS FOR CONDUIT AND JUNCTION
BOX INSTALLATION IN TRAFFIC BARRIER ON
WALL.
WIRING SCHEDULE
ROADWAY
ILLUM.
#8
NOTES
CONDUIT
SIZE
N0.
1
1 1/2"
2, 1 GROUND
2
2"
SPARE
3
2"
29 1 GROUND
EXISTING
4
2"
2, 1 GROUND
SCALE
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425-252-77001 1-800-615-9900
2707 Colby Avenue, Suite 900
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2707 Colby Avenue, Suite 900
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425-252-77001 1-800-615-9900
2707 Colby Avenue, Suite 900
Everett, Washington 98201
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24043
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24043
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425-252-77001 1-800-615-9900
2707 Colby Avenue, Suite 900
Everett, Washington 98201
Stip Fl
A
24043
f�FG/S't ERS
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HEDULE
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250
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19.5
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23.5
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19.5
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250
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19.5
20
TAL HALIDE
250
277
FIXED
19.5
20
TAL HALIDE
250
277
FIXED
19.5
20
SCRIPTION REMARKS
JR MAXIMUM RELOCATE SIGN TO LIGHT STANDARD
STOP
JR MAXIMUM RELOCATE SIGN TO LIGHT STANDARD
'OR
JIT AND
=R.
D
LEGEND.
(EE) -NEW SIGN
FA STPUL 0169 (19
RXX ]-REMOVE EXISTING SIGN
XXX -EXISTING SIGN TO REMAIN
(NEW LOCATION)
EXISTING SIGN ASSEMBLY
XX
(EXISTING LOCATION) TO BE RELOCATED
AL –NEW SIGN
-0- –EXISTING SIGN
CONSTRUCTION NOTES
(D NOT USED THIS DRAWING.
2 REMOVE EXISTING LIGHT STANDARD, ASSOCIATED
WIRING AND JUNCTION BOXES. ABANDON
ASSOCIATED CONDUIT.
3 INSTALL FOUNDATION AND DECORA; 1VE LIGHT
STANDARD PER LUMINAIRE SCHEDULE. SEE
FOUNDATION DETAIL ON SHEET IL3 ,.
4 SPLICE NEW CABLE TO EXISTING POLE CABLE IN
LUMINAIRE BASE.
GENERAL NOTES
SEE DRAWING IL1 FOR GENERAL NOTES
WIRING SCHEDULE
/1\
ROADWAY
ILL
#8
ILL
#6
IRRIG.
#14
NOTES
CONDUIT
SIZE
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2
2
EX 1"
2
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REMOVE EXISTING WIRING
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1 1/2"
2
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2
PROVIDE 1#8 GROUND IN ALL CONDUITS
T-326802
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425-252-7700 11-800-615-9900
2707 Colby Avenue, Suite 900
Everett, Washington 98201
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(E:)—NEW SIGN
FA STPUL 0169 (19)
RXX ]—REMOVE EXISTING SIGN
XXX ]—EXISTING SIGN TO REMAIN
(NEW LOCATION)
EXISTING SIGN ASSEMBLY
XX TO BE RELOCATED
(EXISTING LOCATION)
AL —NEW SIGN
-n- —EXISTING SIGN
CONSTRUCTION NOTES
(D NOT USED THIS SHEET
2 REMOVE EXISTING LIGHT STANDARD, ASSOCIATED
WIRING AND JUNCTION BOXES. ABANDON
ASSOCIATED CONDUIT.
O3 INSTALL FOUNDATION AND DECORATIVE LIGHT
STANDARD PER LUMINAIRE SCHEDULE.
4 SPLICE NEW CABLE TO EXISTING POLE (:;ABLE IN
LUMINAIRE BASE.
O REPLACE EXISTING LA24 20 AMP CIRCUIT
BREAKER WITH NEW 30 AMP CIRCUIT BIF:''EAKER.
CONNECT ILLUMINATION WIRING TO EXIS'T'ING 480
/ 277 VOLT SERVICE PANEL. CONNECT
IRRIGATION CIRCUIT BREAKER IN EXISTING 208 /
120 VOLT SERVICE PANEL. VERIFY CIRCUIT
BREAKER SIZE FOR IRRIGATION CIRCUIT TO
ENSURE WIRE SIZE IS ADEQUATE PRIOR TO
INSTALLATION.
GENERAL NOTES
SEE DRAWING IL1 FOR GENERAL NOTES
SEE DRAWING IL2 FOR WIRING SCHEDULE AND
SIGN SCHEDULE
LIGHTING POLE
HAND HOLE
3/4" CHAMFER
FINISHED GRADE
5/8" STEEL ANCHOR BOLTS
2'-6" LONG TYP.
3/4" PVC C IN BASE
PVC CONDUIT
2'-0" ROUND CONC.
POLE BASE
#5 VERT. REBAR ® EA. CORNER TYP.
#4 HORIZ. REBAR TIE SETS
® 12" O.C. TYP.
NOTE:
VERIFY BOLT PATTERN
WITH POLE MANUFACTURER
EXISTING SUB—GRADE
DO NOT DISTURB (COMPACT
2'-0" REGRADED AREAS IN 4" LIFTS
TO MATCH EXISTING UNDISTURBED AREAS)
DECORATIVE LIGHT STANDARD
STANDARD FOUNDATION DETAIL
N.T.S.
CITY OF RENTON
MAPLE VALLEY HIGHWAY (SR1 69)/
CEDAR RIVER PARK ACCESS IMPROVEMENT
SIGNING & ILLUMINATION PLAN.
Drawing No.
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425-252-7700 11-800
2707 Colby Avenue,!'
Everett, Washington
4
R-316817
GROUNDCOVER & SHRUB
PLANTING DETAIL
8
LS3
SCALE
I
20 10 0 FEET 20 41
Drawn By Date SCALE CITY OF RENTON Drawing No.
Inc.
Hough Beck DH. CM 6Z1 /05DeaNned W Hodz LS 1
-615-9900 RENTON Baird Inc. H -gum MAPLE VALLEY HIGHWAY (SR 169) Draw o.1
ChecMd Vert rS
CEDAR RIVER PARK ACCESS IMPROVEMENTS Sheet No.
LANDSCAPE ARCHITECTURE
FLI9 6 L05
uite 900 Approved By Project Number 27 32
PLANNING 32
URBAN DESIGN TIR—UL 0169(19
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425-252-7700 11-800
2707 Colby Avenue,!'
Everett, Washington
4
R-316817
GROUNDCOVER & SHRUB
PLANTING DETAIL
8
LS3
SCALE
I
20 10 0 FEET 20 41
Drawn By Date SCALE CITY OF RENTON Drawing No.
Inc.
Hough Beck DH. CM 6Z1 /05DeaNned W Hodz LS 1
-615-9900 RENTON Baird Inc. H -gum MAPLE VALLEY HIGHWAY (SR 169) Draw o.1
ChecMd Vert rS
CEDAR RIVER PARK ACCESS IMPROVEMENTS Sheet No.
LANDSCAPE ARCHITECTURE
FLI9 6 L05
uite 900 Approved By Project Number 27 32
PLANNING 32
URBAN DESIGN TIR—UL 0169(19
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PLANTING SCHEDULE
SYM. QTY. SCIENTIFIC/COMMON NAME SIZE/REMARKS
TREES
STATE OF
WASHINGTON
REGISTERED
LANDSCAPE ARCHITECT
2 Acer platanoides 'Superform'/
SUPERFORM MAPLE
I :ill
- • �� •�
e8 Hamamelis x intermedia
'Arnold Promise'/
ARNOLD PROMISE WITCHHAZEL
O+ 18 Arbutus unedo 'Compacta'/
DWARF STRAWBERRY TREE
p 149 Hemerocallis 'Stella De' Oro'/
STELLA D E' O R 0 DAYLI LY
�;%.��,%•��,%� 1,239 Waldsteinia fragaroides/
BARREN STRAWBERRY
184 Arctostaphylos uva—ursi
Vancouver Jade'/
VANCOUVER JADE KINNIKINNICK
40 Thuja occidentalis 'Emerald Green'
WA EMERALD GREEN ARBORVITAE
COLEEN R. HOUGH
CERTIFICATE NO. 318
No. I Date
` ` ` + + 28 CY Bark Mulch
+ + + I W/
144 CY Topsoil Type "A"
❖,11 SY Sod Installation
2" Cal; B&B; Full & well
branched. Symmetrical
branching habit w/ straight
central leader.
5 Gal. Cont.; Full, well
branched & well rooted.
Min. 10' O.C. spacing
between plants.
5 Gal. Cont.; Full, well
branched & well rooted.
Min. 6' O.C. spacing between
plants.
1 Gal. Cont.; Full & well
rooted.
1 Gal. Cont.; Full, well branched
& well rooted. Triangular Spacing
0 18" O.C. Offset 12" from back
of adjacent curb or sidewalk.
1 Gal. Cont.; Full, well branched
& well rooted. Triangular Spacing
0 18" O.C. Offset 12" from back
of adjacent curb or sidewalk.
3'-4' Ht.; Cont./B&B; Full,
well branched, well rooted, &
single trunk. Multi—trunk
plants shall be unacceptable.
Plant in a single row at 48"
O.C. Offset 36" from adjacent
wall or fence.
2" Depth within all planting
areas— See Specs.
10" Depth within all planting
areas— See Spec's. Approx. 3'
width behind new retaining
wall. Field verify w/ Eng.
prior to const.
See Spec's. Approximately 3'
width behind new curb.
ABBREVIATIONS
&
AND
Q
TYPICAL
0
AT
GAL.
GALLON
0
APPROXIMATE
CONT.
LO
w
W
ABBREVIATIONS
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WITH
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POINT OF CONNECTION
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PLANTING SCHEDULE
SYM. QTY. SCIENTIFIC/COMMON NAME SIZE/REMARKS
TREES
STATE OF
WASHINGTON
REGISTERED
LANDSCAPE ARCHITECT
2 Acer platanoides 'Superform'/
SUPERFORM MAPLE
I :ill
- • �� •�
e8 Hamamelis x intermedia
'Arnold Promise'/
ARNOLD PROMISE WITCHHAZEL
O+ 18 Arbutus unedo 'Compacta'/
DWARF STRAWBERRY TREE
p 149 Hemerocallis 'Stella De' Oro'/
STELLA D E' O R 0 DAYLI LY
�;%.��,%•��,%� 1,239 Waldsteinia fragaroides/
BARREN STRAWBERRY
184 Arctostaphylos uva—ursi
Vancouver Jade'/
VANCOUVER JADE KINNIKINNICK
40 Thuja occidentalis 'Emerald Green'
WA EMERALD GREEN ARBORVITAE
COLEEN R. HOUGH
CERTIFICATE NO. 318
No. I Date
` ` ` + + 28 CY Bark Mulch
+ + + I W/
144 CY Topsoil Type "A"
❖,11 SY Sod Installation
2" Cal; B&B; Full & well
branched. Symmetrical
branching habit w/ straight
central leader.
5 Gal. Cont.; Full, well
branched & well rooted.
Min. 10' O.C. spacing
between plants.
5 Gal. Cont.; Full, well
branched & well rooted.
Min. 6' O.C. spacing between
plants.
1 Gal. Cont.; Full & well
rooted.
1 Gal. Cont.; Full, well branched
& well rooted. Triangular Spacing
0 18" O.C. Offset 12" from back
of adjacent curb or sidewalk.
1 Gal. Cont.; Full, well branched
& well rooted. Triangular Spacing
0 18" O.C. Offset 12" from back
of adjacent curb or sidewalk.
3'-4' Ht.; Cont./B&B; Full,
well branched, well rooted, &
single trunk. Multi—trunk
plants shall be unacceptable.
Plant in a single row at 48"
O.C. Offset 36" from adjacent
wall or fence.
2" Depth within all planting
areas— See Specs.
10" Depth within all planting
areas— See Spec's. Approx. 3'
width behind new retaining
wall. Field verify w/ Eng.
prior to const.
See Spec's. Approximately 3'
width behind new curb.
ABBREVIATIONS
&
AND
TYP.
TYPICAL
0
AT
GAL.
GALLON
APPROX.
APPROXIMATE
CONT.
CONTAINER
ABBREV.
ABBREVIATIONS
W/
WITH
C.F.
CUBIC FEET
P.O.C.
POINT OF CONNECTION
CONC.
CONCRETE
PVC
POLYVINYLCHLORIDE
DIA.
DIAMETER
(—)
MINUS
DRWG'S,DRWG.
DRAWING
CONST
CONSTRUCTION
EXIST'G
EXISTING
CAL.
CALIPER
GALV.
GALVANIZED
HT.
HEIGHT
G.P.M.
GALLONS PER MINUTE
B&B
BALLED AND BURLAPPED
L.F.
LINEAR FEET
EQ.
EQUAL
MAX.
MAXIMUM
# / NO.
NUMBER
MFR'S
MANUFACTURERS
QTY.
QUANTITY
MIN.
MINIMUM
ENG.
ENGINEER
ALT.
ALTERNATE
SY
SQUARE YARDS
O.C.
ON CENTER
IRR
IRRIGATION
SYM.
SYMBOL
PLTG
PLANTING
SCHED.
SCHEDULE
TXT
THREAD BY THREAD
SPEC'S.
SPECIFICATIONS
CY
CUBIC YARD
PERCENT
P.S.I.
POUNDS PER SQUARE INCH
S.F.
SQUARE FEET
NOTES
1 .ANY DISCREPANCIES W/ DRWG'S. AND/OR SPECS. & SITE CONDITIONS SHALL BE
BROUGHT TO THE ATTENTION OF THE ENG. PRIOR TO PROCEEDING W/
CONSTRUCTION.
2. ALL NEW PLANTING AREAS SHALL RECEIVE AN AUTOMATIC IRRIGATION SYSTEM.
3. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING UTILITIES PRIOR TO BEGINNING
CONSTRUCTION. CALL 1-800-424-5555 MIN. FORTY—EIGHT (48) HOURS PRIOR
TO DIGGING ON—SITE.
4. CONTACT THE PARKS DIVISION AT 425-430-6600 TO LOCATE EXISTING
IRRIGATION SYSTEM PRIOR TO CONSTRUCTION.
5. PLANTING & IRRIGATION DRAWINGS ARE BASED UPON DRWG'S. PREPARED BY
PERTEET ENGINEERING AND DATED 06/08/04.
6. AVOID DAMAGE ABOVE & BELOW GROUND TO EXIST'G PLANT MATERIALS TO
REMAIN.
7. ALL PLANTING AREAS TO RECEIVE MIN. TEN (10) INCH DEPTH TOPSOIL TYPE "A"
AND TWO (2) INCH DEPTH BARK MULCH. SEE SPECS.
8. NO PLANT SUBSTITUTIONS SHALL BE ALLOWED WITHOUT WRITTEN AUTHORIZATION
FROM ENG.
LEGEND
j
erteet Inc.
425-252-7700 11-800-615-9900
2707 Colby Avenue, Suite 900
Revision By Appr. Everett, Washington 98201
DETAIL IDENTIFICATION A
SHEET IDENTIFICATION LS1
FA STPUL 0169 (11
R-316828
�.� B, �. � CITY OF RENTON °ia'""` No.
Hough Beck s.,,�i,z"4744,°rg�,'""�,�'""z MAPLE VALLEY HIGHWAY (SR 169) LS2
.E�,TO & Baird Inc. �,,, �, ,w, � No.
�oN�E ARCHITECTURE _, � �_ �� LCEDDAR RIVER PARK ACCESS IMPROVEMENTS Number 28
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COLEEN R. HOUGH
CERTIFICATE NO. 318
No. I Date
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J
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FINISH GRADE
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DPSOIL TYPE 'A'
aVIL. i nUMUUUMLT WATER SETTLE
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COLEEN R. HOUGH
CERTIFICATE NO. 318
No. I Date
Li
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UNDISTURE
SOIL OR r.Ai0 1 11vv
SOIL COMPACTED TO
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SECURE TO WOOD STAKE WITH
#2 PENNY COMMON NAIL (ONE
PER STAKE). MAINTAIN 1 "
CLEARANCE BETWEEN THE TREE
TRUNK &CHAIN LOCK.
- LODGEPOLE PINE TREE STAKES. 2"
DIA. DOWELED STAKE W/
CHAMFERED TOP, 6" CONICAL
POINT & PRESSURE TREATED
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O BE 1" HIGHER THAN FINISH
J
SEEP CLEAR OF ROOTBALL
SEE SPEC'S
FINISH GRADE
ND TRUNK. CUT & REMOVE TOP
OF PLANTING HOLE
ROUGHLY MIX INTO BACKFILL
DPSOIL TYPE 'A'
aVIL. i nUMUUUMLT WATER SETTLE
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AWAY FROM FOLIAGE
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COLEEN R. HOUGH
CERTIFICATE NO. 318
No. I Date
Li
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UNDISTURE
SOIL OR r.Ai0 1 11vv
SOIL COMPACTED TO
85% MAX. DENSITY
I nmN U IH. Ur
ROOTBALL
—CHAIN LOCK TREE TIE. INSTALL
PER MFR'S INSTRUCTIONS.
SECURE TO WOOD STAKE WITH
#2 PENNY COMMON NAIL (ONE
PER STAKE). MAINTAIN 1 "
CLEARANCE BETWEEN THE TREE
TRUNK &CHAIN LOCK.
- LODGEPOLE PINE TREE STAKES. 2"
DIA. DOWELED STAKE W/
CHAMFERED TOP, 6" CONICAL
POINT & PRESSURE TREATED
SECURE TO 2" DIA. WOOD STAKES
O BE 1" HIGHER THAN FINISH
J
SEEP CLEAR OF ROOTBALL
SEE SPEC'S
FINISH GRADE
ND TRUNK. CUT & REMOVE TOP
OF PLANTING HOLE
ROUGHLY MIX INTO BACKFILL
DPSOIL TYPE 'A'
aVIL. i nUMUUUMLT WATER SETTLE
AFCTIfIN
& 1/3 EXISTING
2" MULCH DEPTH.--
KEEP MULCH LAYER
AWAY FROM FOLIAGE
TOPSOIL TYPE 'A' —
SEE SPECS.
PLANTING HOLE TO BE 6" LARGER
THAN DIA. OF ROOTBALL FOR
GROUNDCOVER. 12" LARGER THAN
DIA. OF ROOTBALL FOR SHRUBS
A DECIDUOUS TREE PLANTING DETAIL
NOT TO SCALE EMISSION CB
erteet I nc.
425-252-7700 11-800-615-9900 RENTON
2707 Colby Avenue, Suite 900 z.b
Revision By Appr• Everett, Washington 98201
TOP OF ROOT CROWN
TO BE 1" HIGHER
/.: THAN FINISH GRADE
FINISH GRADE
SLOPEOPEN BURLAP AROUND TRUNK.
CUT & REMOVE TOP 1/3 OF BURLAP
ON • OF
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GROUNDCOVER & SHRUB
PLANTING DETAIL
NOT TO SCALE
Hough Beck
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LANDSCAPE ARCHITECTURE
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URBAN DESIGN
Drawn By Date
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LS5 FIT ANY SHAPE OF PLANTING AREA. 12" POP-UP IN GROUNDCOVER/ �LS5ILS5 - — — - PIPE SLEEVES (CLASS 200 PVC) W/ SIZE -SEE CIVIL
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RAINBIRD 1800 -SAM -PRS -12 SERIES POP-UP SPRAY HEADS 12' rc 1 _ 1 /2"
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RAINBIRD 1800 -SAM -PRS -15 SERIES POP-UP SPRAY HEADS 15' F m 3/4" MANUAL DRAIN VALVE. CHAMPION 200RS-075 (3/4")
B o 0 o RADIUS AT 30 P.S.I. PROVIDE &INSTALL APPROPRIATE ARC NOZZLE TO LS6 `7 DRAIN VALVE. PROVIDE OWNER W/ TWO (2) VALVE KEYS
LS5 4 G)O FIT ANY SHAPE OF PLANTING AREA. 12 POP-UP IN GROUNDCOVER/
SHRUB AREAS. 4" POP-UP IN LAWN AREAS. QUICK COUPLING VALVES- RAINBIRD 44LRC W/ 44K COUPLER
RAINBIRD 1800-SAM-PRS-I5SST SERIES POP-UP SIDE STRIP SPRAYC D KEY SH -1 HOSE SWIVEL & 2049 LID KEY; PROVIDE OWNER
B � HEAD AT 30 P.S.I. PROVIDE &INSTALL APPROPRIATE ARC NOZZLE TO LS6 W/ TWO (2) SETS OF THE FOLLOWING:
LS5 FIT ANY SHAPE OF PLANTING AREA. 12" POP-UP IN GROUNDCOVER/ COUPLER KEYS
SHRUB AREAS. 4" POP-UP IN LAWN AREAS. G.P.M. HOSE SWIVELS
CIRCUIT N0. /VALVE SIZE LID KEYS
RAINBIRD 1800-SAM-PRS-I5EST SERIES POP-UP END STRIP SPRAY
rB ED FIT
AT 30 P.S.I. PROVIDE &INSTALL APPROPRIATE ARC NOZZLE TOK*A /
\LS5 FIT ANY SHAPE OF PLANTING AREA. 12" POP-UP IN GROUNDCOVER/ S6 � AUTOMATIC CONTROL VALVES W/ SIZE- RAINBIRD PEB SERIES
SHRUB AREAS. 4" POP-UP IN LAWN AREAS. ��
LEGEND
A
LS
DETAIL IDENTIFICATION
SHEET IDENTIFICATION
MANUAL DRAIN VALVE
QUICK COUPLER
BACKFLOW PREVENTER
FLOW SENSOR
MASTER CONTROL VALVE
PVC MAINLINE 1-1 /2" METER -
— SEE CIVIL DRWG'S.
0__
FLOW Tr
DIRECTION ATE VALVE
IRRIGATION POINT OF CONNECTION (P.O.C.)
h NOT TO SCALE
STATE OF
WASHINGTON
REGISTERED
LANDSCAPE ARCHITECT
COLEEN R. HOUGH
CERTIFICATE NO. 318
FINISH GRADE
1" LAWN AREAS OR
2" GROUNDCOVER/
i7LTt=
SHRUB AREAS
POP—UP SPRAY HEAD
ADJUST TO FINISH GRADE
MARLEX 90 MARLEX 90 DEGREE
DEGREE I STREET ELL
STREET ELL �.�ARLEX 90 DEGREE
SCHED. 40 � STREET ELL
PVC BUSHING SCHED. 80 PVC RISER SIZE REQUIRED
AS REQUIRED (g" MIN. LENGTH) (45 DEGREE MAX.
PVC � ANGLE FROM HORIZONTAL POSITION)
LATERAL
LINE TRIPLE SWING JOINT RISER ASSEMBLY
LAWN, SHRUG to GROUNDCOVER HEAD RISER ASSEMBLY POP—UP)
NOT TO SCALE
B OO 1-1/2" HAMMOND GATE VALVE MODEL 667 OR APPROVED EQUAL
LS6
TORO SENTINEL SSAK12PS16NS(1 or 4) 12
LS6 STATION IRRIGATION CONTROLLER
E TORO 220 2" MASTER CONTROL VALVE
LS6 � #220-26-0-9
rE �. DATA INDUSTRIES 1-1/2" FLOW SENSOR #IR220P
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LS6 PER CODE REQUIREMENTS
A aM 1-1/2" IRRIGATION WATER METER- SEE SHEET RP2
LS5 (INSTALLED BY CIN)
rA � IRRIGATION POINT OF CONNECTION
LS5
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PVC LATERAL LINE
TRENCH COMPACTED BACKFILL
(EARTH FILL) SEE SPECS.
PVC MAI N LI N E
WIRES FOR VALVES
UNDER PIPE
MPACT SUBGRADE
MAIN AND/OR LATERAL
PIPE TRENCH DETAIL
NOT TO SCALE
IRRIGATION NOTES
fA STPUL
1. THERE IS A LOSS OF PRESSURE IN EACH PIPE FITTING DUE TO FRICTION &
ADDITIONAL HEADS MAY BE NEEDED DUE TO FIELD CONDITIONS. THESE
LOSSES ARE COMPENSATED FOR BY ADDING TEN (10) PERCENT TO THE MFR'S
RATED G.P.M. FOR EACH NOZZLE.
2. LOCATE QUICK COUPLING VALVE &AUTOMATIC CONTROL VALVES IN SHRUB/
GROUNDCOVER AREAS AT POINT OF EASY ACCESS. ENG. TO REVIEW &APPROVE
FINAL LOCATION OF ALL QUICK COUPLERS &AUTOMATIC CONTROL VALVES PRIOR
TO INSTALLATION.
3. HEAD LOCATION MUST BE ADJUSTED IN THE FIELD TO COMPLY W/ EXIST'G SITE
CONDITIONS, PLANT MATERIALS & ANY OTHER ITEMS DEEMED APPROPRIATE BY
THE ENG.
4. EXIST'G STATIC P.S.I. AT IRRIGATION METER IS 58 P.S.I. INFORMATION PROVIDED
BY PERTEET ENG., RECEIVED ON 6/11/03. PRIOR TO INSTALLATION OF IRRIGATION
SYSTEM, CONTRACTOR SHALL FIELD VERIFY EXIST'G P.S.I. NOTIFY ENG. OF ANY
DISCREPANCIES BETWEEN THE DESIGN P.S.I. & EXIST'G P.S.I. PRIOR TO
PROCEEDING W/ WORK.
5. SYSTEM DESIGNED TO 30 P.S.I. (SPRAY HEADS).
6. IRRIGATION CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVING LOCATIONS W/
GENERAL CONTRACTOR.
7. DRAWING IS SCHEMATIC. ACTUAL LOCATIONS MAY VARY DUE TO PLANT
MATERIALS, UTILITIES OR EXIST'G CONDITIONS. CONTRACTOR IS RESPONSIBLE FOR
LOCATING UTILITIES PRIOR TO BEGINNING CONSTRUCTION. CALL 1-800-424-5550
TWO (2) DAYS PRIOR TO DIGGING ON-SITE.
8. ALL IRRIGATION SLEEVING TO BE STAKED IN THE FIELD & LOCATED ON
DIMENSIONED "AS -BUILT" DRAWING TO ALLOW FUTURE LOCATION & USE.
9. AIR BLOW IRRIGATION SYSTEM THROUGH QUICK COUPLERS TO WINTERIZE
IRRIGATION SYSTEM.
10. A MIN. TWO (2) WEEKS PRIOR TO BEGINNING DEMOLITION WORK, CONTRACTOR
SHALL CONTACT MR. TERRY FLATLEY AT THE CITY OF RENTON PARKS DIVISION
(425) 430-6600 TO DOCUMENT THE WORKING ORDER OF EXIST'G IRRIGATION
SYSTEM. CONTRACTOR IS RESPONSIBLE FOR PROTECTING AND/OR RESTORING THE
EXIST'G IRRIGATION SYSTEM DAMAGED BY CONSTRUCTION TO ITS
PRE -CONSTRUCTION CONDITION PER FORCE ACCOUNT ITEM "RESTORATION OF
EXISTING IRRIGATION SYSTEM", SEE SPECS.
11. WHERE PIPE SIZES ARE NOT SHOWN ON THE PLAN, PIPE SHALL BE SIZED TO THE
NEXT LARGEST PIPE SIZE SHOWN UPSTREAM ON THE PLAN.
12. SEE SHEET LS2 FOR ABBREVIATIONS.
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2707 Colby Avenue, suite soo
Everett, Washington 98201
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LANDSCAPE ARCHITECTURE
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B its 491 RADIUS AT 30 P.S.I. PROVIDE &INSTALL APPROPRIATE ARC NOZZLE TO 4" SLF,VE�
LS5 FIT ANY SHAPE OF PLANTING AREA. 12" POP-UP IN GROUNDCOVER/ �LS5ILS5 - — — - PIPE SLEEVES (CLASS 200 PVC) W/ SIZE -SEE CIVIL
SHRUB AREAS. 4 POP-UP IN LAWN AREAS. DRWG S. SEE SHEET LS6 FOR SLEEVE REQUIREMENTS.
RAINBIRD 1800 -SAM -PRS -12 SERIES POP-UP SPRAY HEADS 12' rc 1 _ 1 /2"
RADIUS AT 30 P.S.I. PROVIDE &INSTALL APPROPRIATE ARC NOZZLE TO LS5 LATERAL LINE (CLASS 200 PVC) W/ SIZE
g s o o
\L15 q 9 0 FIT ANY SHAPE OF PLANTING AREA. 12" POP-UP IN GROUNDCOVER/C 1-1 /2" MAINLINE
SHRUB AREAS. 4" POP-UP IN LAWN AREAS. LS5 - — — — - MAINLINE (SCHED. 40 PVC)
RAINBIRD 1800 -SAM -PRS -15 SERIES POP-UP SPRAY HEADS 15' F m 3/4" MANUAL DRAIN VALVE. CHAMPION 200RS-075 (3/4")
B o 0 o RADIUS AT 30 P.S.I. PROVIDE &INSTALL APPROPRIATE ARC NOZZLE TO LS6 `7 DRAIN VALVE. PROVIDE OWNER W/ TWO (2) VALVE KEYS
LS5 4 G)O FIT ANY SHAPE OF PLANTING AREA. 12 POP-UP IN GROUNDCOVER/
SHRUB AREAS. 4" POP-UP IN LAWN AREAS. QUICK COUPLING VALVES- RAINBIRD 44LRC W/ 44K COUPLER
RAINBIRD 1800-SAM-PRS-I5SST SERIES POP-UP SIDE STRIP SPRAYC D KEY SH -1 HOSE SWIVEL & 2049 LID KEY; PROVIDE OWNER
B � HEAD AT 30 P.S.I. PROVIDE &INSTALL APPROPRIATE ARC NOZZLE TO LS6 W/ TWO (2) SETS OF THE FOLLOWING:
LS5 FIT ANY SHAPE OF PLANTING AREA. 12" POP-UP IN GROUNDCOVER/ COUPLER KEYS
SHRUB AREAS. 4" POP-UP IN LAWN AREAS. G.P.M. HOSE SWIVELS
CIRCUIT N0. /VALVE SIZE LID KEYS
RAINBIRD 1800-SAM-PRS-I5EST SERIES POP-UP END STRIP SPRAY
rB ED FIT
AT 30 P.S.I. PROVIDE &INSTALL APPROPRIATE ARC NOZZLE TOK*A /
\LS5 FIT ANY SHAPE OF PLANTING AREA. 12" POP-UP IN GROUNDCOVER/ S6 � AUTOMATIC CONTROL VALVES W/ SIZE- RAINBIRD PEB SERIES
SHRUB AREAS. 4" POP-UP IN LAWN AREAS. ��
LEGEND
A
LS
DETAIL IDENTIFICATION
SHEET IDENTIFICATION
MANUAL DRAIN VALVE
QUICK COUPLER
BACKFLOW PREVENTER
FLOW SENSOR
MASTER CONTROL VALVE
PVC MAINLINE 1-1 /2" METER -
— SEE CIVIL DRWG'S.
0__
FLOW Tr
DIRECTION ATE VALVE
IRRIGATION POINT OF CONNECTION (P.O.C.)
h NOT TO SCALE
STATE OF
WASHINGTON
REGISTERED
LANDSCAPE ARCHITECT
COLEEN R. HOUGH
CERTIFICATE NO. 318
FINISH GRADE
1" LAWN AREAS OR
2" GROUNDCOVER/
i7LTt=
SHRUB AREAS
POP—UP SPRAY HEAD
ADJUST TO FINISH GRADE
MARLEX 90 MARLEX 90 DEGREE
DEGREE I STREET ELL
STREET ELL �.�ARLEX 90 DEGREE
SCHED. 40 � STREET ELL
PVC BUSHING SCHED. 80 PVC RISER SIZE REQUIRED
AS REQUIRED (g" MIN. LENGTH) (45 DEGREE MAX.
PVC � ANGLE FROM HORIZONTAL POSITION)
LATERAL
LINE TRIPLE SWING JOINT RISER ASSEMBLY
LAWN, SHRUG to GROUNDCOVER HEAD RISER ASSEMBLY POP—UP)
NOT TO SCALE
B OO 1-1/2" HAMMOND GATE VALVE MODEL 667 OR APPROVED EQUAL
LS6
TORO SENTINEL SSAK12PS16NS(1 or 4) 12
LS6 STATION IRRIGATION CONTROLLER
E TORO 220 2" MASTER CONTROL VALVE
LS6 � #220-26-0-9
rE �. DATA INDUSTRIES 1-1/2" FLOW SENSOR #IR220P
�LS6
rB p04 1-1/2" FEBCO 850Y BACKFLOW PREVENTER
LS6 PER CODE REQUIREMENTS
A aM 1-1/2" IRRIGATION WATER METER- SEE SHEET RP2
LS5 (INSTALLED BY CIN)
rA � IRRIGATION POINT OF CONNECTION
LS5
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ALL MAIN AND/OR
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PAVEMENTS SHALL BE
SLEEVED.
SEE DETAIL �
�L�S5
• • • • i • • • • • • • • • •
• • • • • • • • • • • • • • •
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MATERIAL (SEE SPECS) MATERIAL
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EACH PIPE
PVC LATERAL LINE
TRENCH COMPACTED BACKFILL
(EARTH FILL) SEE SPECS.
PVC MAI N LI N E
WIRES FOR VALVES
UNDER PIPE
MPACT SUBGRADE
MAIN AND/OR LATERAL
PIPE TRENCH DETAIL
NOT TO SCALE
IRRIGATION NOTES
fA STPUL
1. THERE IS A LOSS OF PRESSURE IN EACH PIPE FITTING DUE TO FRICTION &
ADDITIONAL HEADS MAY BE NEEDED DUE TO FIELD CONDITIONS. THESE
LOSSES ARE COMPENSATED FOR BY ADDING TEN (10) PERCENT TO THE MFR'S
RATED G.P.M. FOR EACH NOZZLE.
2. LOCATE QUICK COUPLING VALVE &AUTOMATIC CONTROL VALVES IN SHRUB/
GROUNDCOVER AREAS AT POINT OF EASY ACCESS. ENG. TO REVIEW &APPROVE
FINAL LOCATION OF ALL QUICK COUPLERS &AUTOMATIC CONTROL VALVES PRIOR
TO INSTALLATION.
3. HEAD LOCATION MUST BE ADJUSTED IN THE FIELD TO COMPLY W/ EXIST'G SITE
CONDITIONS, PLANT MATERIALS & ANY OTHER ITEMS DEEMED APPROPRIATE BY
THE ENG.
4. EXIST'G STATIC P.S.I. AT IRRIGATION METER IS 58 P.S.I. INFORMATION PROVIDED
BY PERTEET ENG., RECEIVED ON 6/11/03. PRIOR TO INSTALLATION OF IRRIGATION
SYSTEM, CONTRACTOR SHALL FIELD VERIFY EXIST'G P.S.I. NOTIFY ENG. OF ANY
DISCREPANCIES BETWEEN THE DESIGN P.S.I. & EXIST'G P.S.I. PRIOR TO
PROCEEDING W/ WORK.
5. SYSTEM DESIGNED TO 30 P.S.I. (SPRAY HEADS).
6. IRRIGATION CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVING LOCATIONS W/
GENERAL CONTRACTOR.
7. DRAWING IS SCHEMATIC. ACTUAL LOCATIONS MAY VARY DUE TO PLANT
MATERIALS, UTILITIES OR EXIST'G CONDITIONS. CONTRACTOR IS RESPONSIBLE FOR
LOCATING UTILITIES PRIOR TO BEGINNING CONSTRUCTION. CALL 1-800-424-5550
TWO (2) DAYS PRIOR TO DIGGING ON-SITE.
8. ALL IRRIGATION SLEEVING TO BE STAKED IN THE FIELD & LOCATED ON
DIMENSIONED "AS -BUILT" DRAWING TO ALLOW FUTURE LOCATION & USE.
9. AIR BLOW IRRIGATION SYSTEM THROUGH QUICK COUPLERS TO WINTERIZE
IRRIGATION SYSTEM.
10. A MIN. TWO (2) WEEKS PRIOR TO BEGINNING DEMOLITION WORK, CONTRACTOR
SHALL CONTACT MR. TERRY FLATLEY AT THE CITY OF RENTON PARKS DIVISION
(425) 430-6600 TO DOCUMENT THE WORKING ORDER OF EXIST'G IRRIGATION
SYSTEM. CONTRACTOR IS RESPONSIBLE FOR PROTECTING AND/OR RESTORING THE
EXIST'G IRRIGATION SYSTEM DAMAGED BY CONSTRUCTION TO ITS
PRE -CONSTRUCTION CONDITION PER FORCE ACCOUNT ITEM "RESTORATION OF
EXISTING IRRIGATION SYSTEM", SEE SPECS.
11. WHERE PIPE SIZES ARE NOT SHOWN ON THE PLAN, PIPE SHALL BE SIZED TO THE
NEXT LARGEST PIPE SIZE SHOWN UPSTREAM ON THE PLAN.
12. SEE SHEET LS2 FOR ABBREVIATIONS.
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PAVING & BASE COURSE,
SEE CIVIL DRWG'S
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LANDSCAPE ARCHITECTURE
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CITY OF RENTON°`°""�"°�
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COLEEN R. HOUGH
CERTIFICATE N0. 318
STATE OF
WASHINGTON
REGISTERED
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(STAINLESS STEEL)
V NOT TO SCALE
NOTE:
PROVIDE & INSTALL 4" DIA. DRAIN
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2" CONDUIT FOR
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FOR GROUND
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PER LOCAL &
NATIONAL ELECTRICAL
CODES
Ic-
MIN.
r
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�i
COLEEN R. HOUGH
CERTIFICATE N0. 318
STATE OF
WASHINGTON
REGISTERED
LANDSCAPE ARCHITECT
IRRIGATION CONTROLLER
(STAINLESS STEEL)
V NOT TO SCALE
NOTE:
PROVIDE & INSTALL 4" DIA. DRAIN
PIPE TO A 2'x2'x2I GRAVEL SUMP.
LOCATE SUMP APPROX. 3'-5'
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FLOW SENSORIMASTERC ONTROL VALVE DETAIL
C NOT TO SCALE
Perteet 1nc.
425-252-7700 11-800-615-9900
2707 Colby Avenue, Suite 900
Everett, Washington 98201
RENTON
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PLANNING
ARCHITECTURE �� � �� 32
URBAN oEs,�„ � IRRIGATION DETAILS �,3;
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SEE PLANS, LEGEND AND SPECIFICATIONS FOR
ADDITIONAL INSTALLATION NOTES.
FLOW SENSORIMASTERC ONTROL VALVE DETAIL
C NOT TO SCALE
Perteet 1nc.
425-252-7700 11-800-615-9900
2707 Colby Avenue, Suite 900
Everett, Washington 98201
RENTON
' p =SUMP GRAVEL 3" MIN. DEPTH
>pOpO
QUICK COUPLING VALVE
STAINLESS STEEL "U" BOLT 1/8" MINIMUM
STOCK ANCHOR LOW ON VALVE SNUG TO F1'
1 IIIII1Il I
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i — BRICKS TYP.
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SCHED. 80 PVC NIPPLE
r SCHED. 40 PVC STREET ELL
PVC MAINLINE) T— SCHED. 40 PVC TEE OR ELL
QUICK COUPLING VALVE
V NOT TO SCALE
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AREAS
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(2'1 DIA.)
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Drawing No.
CITY OF RENTONDrawn me SCXE
W. CM 6Z1 Z05
,
Hough$�cC g, MAPLE VALLEY HIGHWAY (SR 169) LS6
°1etl"' � L05 I°"` CEDAR RIVER PARK ACCESS IMPROVEMENTS s'"` "°
PLANNING
ARCHITECTURE �� � �� 32
URBAN oEs,�„ � IRRIGATION DETAILS �,3;