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HomeMy WebLinkAboutLUA16-000963_MiscPuget
Sound
'~ ·--/ J Seattle --....
\ Lake
\ Washington
-;r\
L
LOCATION MAP
NOT TO SCALE
CITY OF RENTON LUA15-00257 SSDP, S-CUP, AND S-V
D I RE\.1SIONS OAT[ " DESIGNED
J. DVORAK
DRA'IIN
M. MILLER
!---+----------------+---+----, CHE~E~IKUTA
APPRCV::O
520)1
PORTION OF SECTIONS 13, 14, 23, AND 24 TOWNSHIP 23 NORTH, RANGE 4 EAST W.M.
Lake to Sound Trail
Segment A
Green River Trail to Naches Avenue SW
King County, Washington
Contract No. C01119C17
Federal Aid No. CM-2017(110)
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4fctrt,· UNINCORPORATED ', I 1'1 l I KING St-i, ~+ ~~'9 "--f"-""._ --I-,' -'1'·· •. \ ~ I ' ,.., ~ ~
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BEGIN \
PROJECT ~--AF -~ CITY OF
fort Dent \ / RENTON
Part.: ,/ /
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SW 7TH ST
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CITY OF ' -~o-
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CONTACT INFORMATION:
APPLICANT· KING COUNTY PARKS AND RECREATION
201 S. JACKSON, 7TH FLOOR
SEATTLE, WA 98104
ATTN: JASON RICH
(206) 427-8576
ENGINEER: PARAMETRIX, INC
719 2ND AVENUE, SUITE 200
SEATTLE, WA 98104
ATTN: JENNIFER DVORAK
(253) 604-6750
SURVEYOR: PARAMETRIX, INC.
719 2ND AVENUE, SUITE 200
SEATTLE, WA 98104
ATTN: BOB PUSEY
(360) 850-5342
·:·~-,.~~ -)~ ----------'
TUKWILA \..\.. Sit,,_
' ~ii-\:\ 2 t 2: ,-
ONE IIIIC:H AT FULL 5(:-'J..£_
IF NOT. IIIICALE ACCOROINGL Y
' ' BL1521 OB4PA T2T2CG-01
JOB No
554 1521 084 (A/2C
DATOECEMBER 2016
IS'
,J>
\
' ---1-405 _. __ ,,_----·-
VICINITY MAP
NOT TO SCALE
PRO£CT NA..-[
LAKE TO SOUND TRAIL
ENGINEeRlNG' Pl.ANNING. EN\IJ\OffMENTALSCIENCES I I SEGMENT A
GREEN RIVER TRAIL TO NACHES AVE SW
~ ,·,r --... r ...... · .. ·-.
• 1 167 i· !/AYV ;)f kl-_;}-~ I f.JI\J
'-L/\J .... 1NI/\JG DtVi'5.'01\i
100% REVIEW SUBMITIAL FOR RENTON
NOT FOR CONSTRUCTION
COVER SHEET
DRA'M~G NO.
1 OF 65
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ABBREVIATIONS:
ACP ASPHALT CONCRffi PAVEMENT
BOC 81\CK OF CURB
BOW BACK OF SIDEWALK
BP BEGIN PROFILE
BVCE BEGIN VERTICAL CURVE ELEVATION
BVCS BEGIN VERTICAL CURVE STATION
CB CATCH BASIN
C&G CURB AND GUTTER
C/L CENTERLINE
CONC CONCRffi
CONST CONSTRUCTION
C"P CORRUGATED METAL PIPE
COR CllY Of RENTON
CP CONCRITT PIPE
CSTC CRUSHED SURFACING TOP COURSE
OU\ DIAMITTR
DI, DIP DUCTILE IRON PIPE
E EAST, EASTING
EDA EDGE OF ASPHALT
EOG EDGE OF GRAVEL
EOP EDGE OF PAVEMENT
EP END PROFILE
EVCE END VERTICAL CURB ELEVATION
EVCS ENO VERTICAL CURB STATION
EX, EXIST EXISTING
FOC FACE OF CURB
FL FWIGE, FLOWLNE
G GAS
GB GRADE BREAK
HMA HOT MIX ASPHALT
HORIZ HORIZONTAL
ID INDENTIFICATION
IE INVERT ELEVATION
KC KING COUNTY
lF LINEAR FEET
LP LOW POINT
LT l[Fl
ME MATCH EXISTING
"IN MINIMUM
"ON t.iONUMENT
N NORTH, NORTHING
N.I.C. NOT IN CONTRACT
NO. NUMBER
NST NOT STEEPER THAN
OHWM ORDINARY HIGH WATER MARK
CITY OF RENTON LUA15-00257 SSDP, S-CUP, ANO S-V
!::,. Re:'w'!SIONS ""' "
PC
PT
P/L
PRC
PUD
""
R
RT
ROW or R/W
SD
SDMH
ss
STA
TOA
TEL
TESC
TYP
vc
VERT
w
ws
WSDOT
DESIGNED
J. DVORAK
""~ M. MILLER
CHECKED
0. KIKUTA
APPROVED
.
INDEX TD DRAWINGS
DWGNO. SHTNO. SHEETTin.E
GENERAL
POINT OF CURVE 1 G1 COVER SHEET
2 G2 ABBREVIATIONS ANO SHEET UST
POINT OF TANGENT 3 G3 l.EG£ND
4 G4 SURVEY CONTROL PlAN
PROPERTY LINE 5 G5 SURVEY CONTROL PLAN
POINT OF RMRSE CURVATURE ' G6 A-LINE CONSTRUCTION BASELINE CONTROL
7 G7 C-UNE CONSTRUCTION BASELINE CONTROL
PUBLIC UTIUT'!' DISTRICT a G8 8-UNE CONSTRUCTION BASELINE CONTROL
POINT Of VERTICAL INTERSECTION SITE PREPARATION
RADJUS 9 TESC1 CLEARING, GRADING AND TESC PLAN
10 TESC2 CLEARING, GRADING ANO TESC PLAN
RIGITT 11 TESC3 CLEARING. GRADING ANO TESC PLAN
12 TESC4 CLEARING, GRADING ANO TESC PLAN
RIGHT-OF-WAY 13 TESC5 ClfARING, GRADING 1'ND lESC PLAN
14 TESC6 ClEARJNG, GRADING AND TESC PLAN
STORM DRAIN 15 TESC7 CLEARING, GRADING ANO TESC PLAN
STORMWATER MANHOLE 16 TESCS CLEARING, GRADING ANO TESC PLAN
17 TESC9 ClfARING, GRADING ANO TESC PLAN
SANITARY SEWER
STATION
TYPICAL SECTIONS
18 CS1 TYPICAL CROSS SECTIONS
THRESHOLD DISCHARGE AR£A PLAN & PROFILE
TELEPHONE 19 C1 PLAN ANO PROFILE
20 C2 PLAN ANO PROFlLE
TEMPORARY EROSION AND SEDIMENT CONTROL 21 C3 PLAN AND PROFILE
TYPICAL 22 C4 PLAN ANO PROflLE
23 C5 INTERSECTION PLAN
VERTICAL CURVE 24 C6 PLAN AND PROFlLE
25 C7 PLAN ANO PROFILE
VERTICAL 26 ca PLAN ANO PROFILE
27 C9 PLAN AND PROFILE
WAID< 26 C1D PLAN ANO PROFILE
WATER SERI/ICE 29 C11 PLAN ANO PROFILE
30 C12 PLAN ANO PROFILE
WASHINGTON STATE 31 C13 PLAN AND PROFILE
DEPARTMENT Of TRANSPORTATION 32 C14 PLAN ANO PROFILE
33 C15 SIGN SCHEDULE ANO GRADING DETAIL
34 C16 GRADING PLAN
STORM DRAltAOE
35 SD1 CULVERT DETAILS
WALL PROFILES
36 WP1 GRAVITY BLOCK WALl PROFILES
DETAILS
37 D1 DETAILS
,a D2 DETAILS
39 D3 DETAILS
4C D4 DETAILS
SIQNALIZATION
41 TS1 SIGNAL PLAN
42 TS2 SIGN.'l. WIRING DIAGRAM
43 TS3 SIGNAL POLE SCHEDULE ANO DETAILS
STRUCTURAL
44 S1 BRIDGE PLAN AND ELEVATION
45 S2 BRIDGE FOUNDATION LAYOUT
46 S3 PEDESTRIAN BRIDGE PIERS 1 AND 2
47 S4 BARUST
MITIGATION
46 "P1 MITIGATION PLAN
49 "P2 MmGATION PLAN
50 MP3 l.lmGATION PLAN
51 "P4 MITIGATION PLAN
52 "P5 MmGATION PLAN
53 "P6 MmGATION PLAN
54 MP7 MmGATION PLANTING DETAILS
55 "P6 l,UTIGATION NOTES
TEMPORARY TRAFAC
CONTROL
56 TC1 TRAFFIC CONTROL PLAN
57 TC2 TRAFFIC CONTROL PLAN
58 TC3 TRAFFlC CONTROL PLAN
59 TC4 TRA.FFIC CONTROL PLAN
RIGHT.oF.WAY
6C RW1 RIGHT OF WAY PLAN
61 RW2 RIGHT OF WAY PLAN
62 RW3 RIGHl OF WAY PLAN
63 RW4 RIGHl Of WAY PLAN
··-64 RW5 RIGHT OF WAY PLAN
m
65 RW6 RIGHT Of WAY PLAN 100% REVIEW SUBMITTAL FOR RENTON
NOT FOR CONSTRUCTION
ti PRQ..ECT N/\l,IE DRAWING NO.
ONIE ... CH AT FULL SCALI=-LAKE TO SOUND TRAIL 2 OF 65 IF NDT, 9CALE ACCORDINGLY ABBREVIATIONS AND '·~e"i:'1521 n 11 •c1, T2T2C-G02 --u•-,u••~ •-~~~u~,-~ SEGMENT A 0, M SHEET LIST ·--55' 1521 0~ IA.MC} . G2 ,
""l'JECEMBER 2016 -GREEN RIVER TRAIL TO NACHES AVE SW
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LEGEND
DESCRIPTION
ROW LINE
RAILROAf) C/L
PROPERTY UN[
CITY BOUNDARY UNE
EASEMENT LINE
FOUND MONUMENTS
REBAR & CAP
HUB & TACK
PK flAll
PROPER1Y CORNER
STREAM BUFFER
STREAM
EDGE OF WATER
WETLAND FLAG
ORDINARY HIGH WATER MARK
1 DO-YEAR FLOODPLAIN BOUNDARY
SURFACE FLOW DIRECTION
DITCH UNE
STORM DRAIN LINE
CULVERT
QUARRY SPALL
CATCH BASIN, l'l'PE
CATCH BASIN, TYPE 2
INLET PROTECTION
SANITARY SEWER LINE
SANITARY SEWER MANHOLE
SANITARY SEWER VAULT
CLEANOUT
CONTOURS MAJOR
CONTOURS MINOR
FILTER FABRIC FENCE
HIGH VISIBILITY FENCE
Cl.fARING AND GRUBBING LIMITS
FILL LINE
ClJT LINE
SAWCUT LINE
ASPHALT EDGE
CONCRETE LINE
CURB AND GUTTER LINE
EDGE OF PATCH
EDGE OF GRAVEL
JURISDICTIONAL DITCH
ROCKERY
CONCRETE BARRIER
PROPOSED
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-[J--0-[J-0-[J-
--co-co-co-co--
-----c-----c-----c-----c-
CITY OF RENTON LUA15-00257 SSDP, S-CUP, AND S-V
EXISTING
_B/W_ ----
-RAILROAD C/L _
______ ..!:Lb. _____ _
-··-··-··-··-
•
•
___ ____Q!jW.JL_ __ _
~ 6 REVISIONS DAlE BY DESIGNED
LEGEND
DESCRIPTION
SPLIT RAIL FENCE LINE
BARBWIRE FENCE LINE
GHIi.iN LINK FENCE LINE
HOG WIRE FENCE LINE
WOOD GUARDRAIL
GUY ANCHOR
POWER POLE WITH LIGHT
FLOOD LIGHT
IJilUTY POLE
PP W/ UG DROP
PP W/ UG DROP &. XMFR
OVERHEAD POWER
POW£R
POWER VAULT
POWER TRANSFORMER
POWER MANHOLE
POWER HANDHOLE
POWER CABINET
POWER RISER
POWER METER
SOLID LID J-BO~
LUMINAIRE
TEL£PHONE VAULT
TELEPHONE RISER
TEUPHONE w.NHOLE
TELEPHONE
TV RISER
1V
FIBER OPTIC
GAS VALVE
G<S
WATER UNE
FIRE tf'l'ORANT
WATER METER
WATER VALVE
WATER BLOW OFF VALVE
WATER POST INDICATOR
SPRINKLER HEAD ROT ~90
IRRIGATION CONTllOL VALVE
PROPOSED £.XlSilli..G
--n
,,_.
PRO£C' NAM£
LEGEND
DESCRIPTION
TFWllC SIGNAL POLE W/ lAMP
TRAFFlC SIGNl\l. POLE
TRAFFlC CONTROL LOOP (SQ)
TFWllC CONTROL CABINET
PEDESTRIAN POLE
IAON!TORING WELL
SURFACE POST
SIGN
SKIP lANE LINE
SOLID lANE LINE
FOG LINE
LEFT ARROW
STRAIGHT ARROW
RIGHT ARROW
l,iAIL90)(
TREES
WCTLAND sn.rnoL
WEfLAND BOUNDARY
VEGCTATION
RETAINING WALL
RIP RAP
ROCKERY
HANDICAPPED SYMBOL
WHEELCHAIR RAMP
BUILDING LINE
CONCRETE STAIR UNE
WOOD STAIRWAY
ASPHALT PATH
CEMENT CONCRETE SIDEWALK
ENGINEERED SOIL MIX
LANDSCAPE AREA
RAMP DETECTABLE WARNING
RESTORATION PLANTING AREA
TEST PIT OR BORE HOLE
PROPOSED
•
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TP-# BH-#
=
100% REVIEW SUBMITTAL FOR RENTON
NOT FOR CONSTRUCTION
DRA'MNG NO
3 OF 65 0. DRA~DVORAK ~':.~~~~~C....~..; ~8 LAKE TO SOUND TRAIL
81_1 _______________ 1 ___ 1 __ \_c,-,~~,"c~~~IL,llfERR__ _____ __j 0, D ,w1N.,.1t1Nn PI.A""'""-""""'""""""'"'-"""'""'n SEGMENT A I LEGEND I
" 0. Kl<UTA I G3 I ~ ~"f'RD1'£D GREEN RIVER TRAIL TO NACHES AVE SW L------'
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NE 23-23-04
CITY OF TUKWILA '
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SURVEY NOTES:
1. HORIZONTAL DATUM, BASIS OF MERIDIAN:
GRID NORTH, WASHINGTON COORDINATE SYSTEM,
NORTH ZONE, NAD83(91) HELD CITY OF RENTON
MONUMENTS: HORIZONTAL AND STATIONS 1333
AND 1854
2. VERTICAL DATUM: NAVO 88 HELD CITY OF RENTON
BENCHMARKS: BM#13.33 ANO BM# 1854
.3. THIS MAP CORRECTLY REPRESENTS CONDITIONS
AND FEATURES EXISTING AT THE TIME OF THIS
TOPOGRAPHY IN OCTOBER, 201 0.
4. CONVENTIONAL AND GPS SURVEY EQUIPMENT WAS
USED IN THE PERFORMANCE OF THIS SURVEY.
ALL EQUIPMENT IS MAINTAINED IN CONFORMANCE
WITH CURRENT STATE STATUTE.
CITY OF RENTON LUA15-00257 SSDP, S-CUP, ANO S-V
100% REVIEW SUBMITTAL FOR RENTON
NOT FOR CONSTRUCTION
~ I D I REVISIONS I DATE I" I DESIGNED J_ DVORAK
DflAIIN
al I I I K. BRAATEN
CHffi<ED
"I I I I I 0. KIKUTA
§L l l l J APPROVED
ONE INCH AT FULL &CALE; I
IP'" NOT, IICALr: ACODROINGL Y
tlLt. st~~21084PA T2T2CC Go~L G05
ENGWEE~a,<, • PLANNIN<> , ENVIRONMENT Ai. SCIENCES
.JCl65i°4 1521 084 fA./2C'
OATOECEMBER 2016
PRO£(:! NAME
LAKE TO SOUND TRAIL
SEGMENT A
GREEN RIVER TRAIL TO NACHES AVE SW
SURVEY CONTROL PLAN
DRAl'IINC NO
40F 65
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/ -"'¢",' + • 1.oo+oo S£T NA!. N=17711904 ;/ -,----~,----+ ,' [=129400002
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SURVEY NOTES,
1. HORIZONTAL DATUM, BASIS OF MERIDIAN:
GRID NORTH, WASHINGTON COORDINATE SYSTEM,
NORTH ZONE, NA083(91) HELD CITY OF RENTON
MONUMENTS: HORIZONTAL AND STATIONS 1.333
ANO 1854
2. VERTICAL DATUM. NAVO 88 HELD CITY OF RENTON
BENCHMARKS: BM#l 333 AND BM# 1854
3. THIS MAP CORRECTLY REPRESENTS CONDITIONS
AND FEATURES EXISTING AT THE TIME OF THIS
TOPOGRAPHY IN OCTOBER, 2010.
4. CONVENTIONAL AND GPS SURVEY EQUIPMENT WAS
USED IN THE PERFORMANCE OF THIS SURVEY
ALL EQUIPMENT IS MAINTAINED IN CONFORMANCE
WITH CURRENT STATE STATUTE.
100% REVIEW SUBMITTAL FOR RENTON
NOT FOR CONSTRUCTION .. il'~I
"""" •. ff -----·--·
'
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o "'~ ""' , I
K BRWEN BL152108.,,,AT2T2CC-GO '°' ' GREEN RIVER TRAIL TO NACHES AVE SW :S CHE6~E~IKUTA 5!04-1521-084 A 2C
PR0£CT NAME DRA~NG NO
5 OF 65 LAKE TO SOUND TRAIL
SEGMENT A SURVEY CONTROL PLAN
,_ APPROVED DATDECEMBER 2016 §
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BASELINE CONTROL,
SEE SHEET GB
EP STA 17+76.45
B-LINE STA 102+65.48=
A-LINE STA 17+76.34
N 176559.88
E 1290789.61
~ ::> •• ..; 1!
1 ~-r-PRC STA 8+87.10 ----------------\ '~ 17+76
-~--I·.! \-: Cfl__ I c, '-.,_'-.,_ \--"\..... \ PC STA 17+39.80"'\ --r--'-~~~ ._I :\. , ---,.._____ \ _f '-----''-FOR c-uNE coNsr --~-V\_c" ~ ·. ' !._'· -, -,--', --~,----'
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'-:-,.,,__ • \._PC STA 8+09.29 /~' .. """"""" -;/ . "-1 c, "'"'· \ ~ . -----.:\:---....
GREEN Ill•~ ....____ 0
' ""'° c,J7,-_A·!,JNE u 1--c.. =---+-'-----~ C3 c..
1+9332 PC STA •+os,aTc,
L1
PC STA 1 +00.37-/
,., ~""'"'~
Pl STA
PRC STA 4+67 86 j
~ SCA
0 50 100
A-LJNE CONTROL (LINES)
LINE LENGTH DIRECTION START POINT END POINT
L1 0.37 534· 14' 11"[ STA 1+00.00 (N175873.16, E1289533.82) STA 1+00.37 (N175872.86, £1289534.02)
L2 212.64 N56' 59' 57''E STA 1+93.32 (N175856.30, £1289616.30) STA 4+05.96 (N175972.12, E1289794.64)
L3 162.52 N59' oo· 19"£ STA 6+46.76 (N176134.65, £1289969.95) STA 8+09.29 (N176218.34, £1290109.27)
L4 114.32 NBr 58' 12nE STA 11+ 71.55 {N176308.65. E1290445.39) STA 12+85.88 (N176324.62, £1290558.59)
L5 18. 79 N64" 10' 43"E STA 13+16.93 (N176333.63, E1290588.18) STA 13+35.72 (N176341.81, £1290605.09)
L6 107.21 S74' 46' 20"E STA 13+93.03 (N175345.99, £1290660.95) STA 15+00.24 (N175318.83, £1290764.39)
L7 43.86 N9" 02' 53ftE STA 15+50.60 (N176343.06, [1290801.90) STA 15+94.47 (N176386.38, E1290808.80)
LB 133.51 N13' 31' 49''W STA 16+06.29 (N176398.11, E1290808.34) STA 17+39.80 (N176527.91. £1290777.11)
CITY OF RENTON LUA15-00257 SSDP, S-CUP, AND S-V
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•, PT STA 13+93.03 ....... "-.. '<,, I
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CURVE RADIUS TANGENT
C1 60.00 58.72
C2 150.00 31.39
C3 150.00 34.86
C4 150.00 28.27
C5 150.00 27.56
C6 200.00 39.40
C7 200.00 60.42
CB 100.00 60.27
C9 120.00 29.91
C10 100.00 15.65
C11 80.00 29.95
C12 30.00 33.42
C13 30.00 5.99
C14 30.00 21.01
A-LINE CONTROL (CURVES)
LENGTH START POINT (PC)
92.95 STA 1+00.37 (N175872.86, £1289534.02)
61.89 STA 4+05.96 (N175972.12, [1289794.64)
68.51 STA 4+67.86 (N176015.44, £1289838.23)
55.88 STA 5+36.37 (N176062.24, £1289887.45)
54.52 STA 5+92.25 {N176098.79, [1289929.29)
77.61 STA 8+09.29 {N176218.34, £1290109.27)
117.36 STA 8+87.10 (N176244.60, [1290181.99)
108.48 STA 10+04.45 (N176294.42, £1290286.39)
58.62 STA 11+12.93 (N176314.56, E1290387.65)
31.05 STA 12+85.88 (N176324.62, £1290558.59)
57.32 STA 13+35.72 (N 176341.81, El 290605.09)
50.36 STA 15+00.24 (N176318.83, E1290764.39)
11.82 STA 15+94.47 (N176386.38. E1290808.80)
36.66 STA 17+39.80 (N176527.91, E1290777.11)
'""-
END POINT (PT)
STA 1+93.32 (N175856.30, £1289616.30)
STA 4+67.86 (N176015.44, E1289838.23)
STA 5+36.37 (N176062.24, [1289887.45)
STA 5+92.25 (N176098.79, E1269929.29)
STA 5+46.76 (N176134.65, [1289969.95)
STA 8+87.10 (N176244.60, £1290181.99)
STA 10+04.45 (N176294.42, E1290286.39)
STA 11+12.93 (N175314.56, £1290387.65)
STA 11+71.55 (N176308.65, £1290445.39)
STA 13+16.93 (N176333.63, £1290588.18)
STA 13+93.03 (N176346.99, £1290660.95)
STA 15+50.60 (N176343.06, £1290801.90)
STA 16+06.29 (N176398.11, E1290808.34)
STA 17+76.45 {N176559.94, £1290789.70)
.....
00% REVIEW SUBMITTAL FOR RENTON
NOT FOR CONSTRUCTION
~ I D I REVISIONS om "' DESIGNED
~AK PRO~CT NAME DRA~NC NO.
6 OF 65 DRAWN
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IF NOT, SCA.LE ACCoRDINGL Y
BL1521084-PA T2T2C GOS-j'.;07
JOB ND
554-1521-064 (A/2C
D~ECEMBER 2016
LAKE TO SOUND TRAIL
_, ........ ...,_ .......... JNG.£1MRONIIEITTACKIEN<:ES 11 SEGMENT A
GREEN RIVER TRAIL TO NACHES AVE SW
A-LINE CONSTRUCTION
BASELINE CONTROL G6
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./' ~ ~----\ ,_ -----..,.._./ \ "' "' ---~,
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FOR A-LINE CONST 'C ----d --I BASELINE CONTR . A-LINE STA 15+64.92= SEE SHEET GB OL, C-LINE STA 202+51.77 EP STA 206+5000J -----
N 176357.20
E 1290804.15
-----------~
e
! C-l.lNE CONTROL (LINES)
• LINE LENGTH DIRECTION START POINT END POINT
L9 46.16 574• 41' 28"[ STA 201+74.53 (N176376.65, [1290729.42) STA 202+20.70 (N176364.47, [1290773.95)
LI 0 101.12 N88' 39' 48"E STA 203+65.96 (N176346.86, [1290917.62) STA 204+67.08 (N176349.22, E1291018.72) i ,
~ L 11 182.92 N8T 52' 54"E STA 204+67.08 (N176349.22, E1291018.72) STA 206+50.00 (N176355.98, E1291201.52)
' i
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CURVE I RADIUS I TANGENl I LENGTH I START POINT (PC) END POINl (PT)
~
~ C15 590.00 37.32 74.53 I STA 201+00.00 (N176400.82, E1290658.97) I STA 201+74.53 (N176376.65, E1290729.42)
'
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C16 145.26 I STA 202+20.70 (N176364.47, E1290773.95) I STA 203+65.96 (N176346.86. E1290917.62) 500.00 73. 15
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DRAWN IF NOT. SCALE ACCOROINOI.. Y
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0 50 100
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PRO.t:CT NAME
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SEGMENT A
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100% REVIEW SUBMIITAL FOR RENTON
NOT FOR CONSTRUCTION
C-LINE CONSTRUCTION
BASELINE CONTROL
DRAWHG ~O
7 OF 65
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rPT STA 102+20.61 PT STA 108+71.62\ 11S,.OO e .. LINE / C23, ----t----\_--+------''°"'°" B-LINE STA 102+5
5
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A-LINE 17+76.34 1,o+QO \.\5_1____-C24 --I-
E 1290789.61 PT STA 113+?6_53 / ~-12~
· ~17 PRC STA 102+88 80
. .,.,. PT STA 122+65 15 -. 18
--1 C20PT STA 103+1
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< PC st 114+82.36 ..... 11..,. I
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" -FOR C-LINE CONST. ~ I r., ~ BASELINE CONTROL, g/ f{y I it L m=~ ~ ~ ~
FOR A-LINE CONST * it
BASELINE CONTROL: ·LINE ",;TA lS+64 92 _ / .0 h SEE SHEET G6 · -t;, I~ Jr; I -~~ I ~ / ~
"" 200
l SCALE IN LINE LENGTH DIRECTION START POINT ENDPOINT I
STA 100+77.52 (N176520.14, £1290607.10) 1 0 1ov L12 83.33 N84' 40' 06"E STA 99+94.19 (N176512.40, [1290524.13)
L13 9.60 N76" 28' 11~E STA 102+20.61 (N176543.57, E1290748.13) STA 102+30.21 (N176545.82, El 290757.47)
L14 13.70 N76" 28' 11 "E STA 103+14.29 (N176565.00, El 290837.19) STA 103+27.99 {N176568.21, E1290850.51)
L15 318.31 N49' 00' 59"E STA 108+71.62 (N176944.60, E1291219.15) STA 111+89.92 (N177153.36, E1291459.44)
Ll6 105.83 N54' 21' 45"E STA 113+76.53 (N177269.00, E1291605.81) STA 114+82.36 (N177330.66, E1291691.82)
L17 221.54 N70' 40' 19~E STA 122+65.15 {N177690.69, E1292383.94) STA 124+86.69 (N177764.02, E1292592.99)
L18 53.70 N79' 21' 54"E STA 125+77.73 (N177787.53, E1292680.84) STA 126+31.43 (N177797.44, [1292733.62)
L19 355.04 NBS' 17' 28"E STA 128+90.00 (N177831.94, El292989.76) STA 132+45.03 (N177861.09, E1293343.60)
L20 170.64 S65' 07' 54''E STA 133+48.25 (N177843.23, E1293444.10) STA 135+18.88 (N177771.47, E1293598.91)
l21 395.48 S14' 22' 42"E STA 139+21.89 (N177500.47, [1293879.04) STA 143+ 17.37 (N177117.38, E1293977.25)
gl ,C27 PRC STA 135+92.45 .. r
:;: L~-I ~t~,-r ~~ 13~
W PC STA 132+4503 ]1
C28 _j ", fCI PT STA 133+48 25 C29 ~
c( PC STA 135+ 18.88
:::E
I
I ' B-LINE CONTROL (CURVES) I , o>
CURVE I RADIUS I TANGENT I LENGTH I START POINT (PC) END POINT (PT) c,oJ\\
C17 1000.00 71.67
C18 100.00 17.82
C\9 30.00 12.29
C20 60.00 12.94
C21 350.00 173.72
C22 500.00 112.40
C23 2000.00 93.37
143.09
35.26
23.32
25.49
322.50
221.13
186.61
STA 100+77.52 (N176520.14, E1290607.10) j STA 102+20.61 (N176543.57, E1290748.13)
STA 102+30.21 (N176545.62, E1290757.47) I STA 102+65.46 (N176559.88, E1290789.61)
STA 102+65.48 (N176559.88, [1290769.61) I STA 102+88.80 (N176564.40, E1290811.90)
STA 102+88.80 (N176564.40, E1290811.90) I STA 103+14.29 (N176565.00, [1290837.19)
STA 103+27.99 (N176568.21, E1290850.51) j STA 106+50.48 (N176767.94, [1291089.16)
STA 106+50.48 (N176767.94, [1291089.16) I STA 108+71.62 (N176944.60, [1291219.15)
STA 111+89.92 (N177153.36, E1291459.44) j STA 113+76.53 (N177269.00, E1291605.81)
'
PT STA 139+21.891,
'~ ~~,
\
C24 2750.00 394.06 782.80
C25 600.00 45.60 91.03
C26 2500.00 129.40 258.57
STA 114+62.36 (N177330.66, [1291691.82) I STA 122+65.15 (N177690.69, E1292383.94)
EP STA 143+17 37~\ ~
PLAN , nnn ,c,.T J
STA 124+86.69 (N177764.02, E1292592.99) STA 125+77.73 (N177787.53, E1292680.84)
STA 126+31.43 (N177797.44, E1292733.62) STA 128+90.00 (N177831.94, E1292989.76)
C27 199.94 52.78 103.21 STA 132+45.03 (N177861.09, E1293J43.60) STA 133+48.25 (N177843.23, [1293444.10)
C28 30000 36.97 73.57 STA 135+18.88 (N177771.47, E1293598.91) STA 135+92.45 (N177732.70, E1293661.22)
C29 300.00 34.47 68.63 STA 135+92.45 (N177732.70, E1293661.22) STA 136+61.09 (N177696.04, E1293719.06)
C30 300.00 139.29 260.80 STA 136+61.09 (N177696.04, El 293719.06) STA 139+21.69 (N177500.47, E1293879.04)
-···
CITY OF RENTON LUA15-00257 SSDP, S-CUP, AND S-V
t:::. 1 REVISIONS DATE " DESIGNED
_J. DVORAK
DRA\IN
M. MILLER
~HECKED
0. KIKUTA
APPROVED
ONE IIIICM AT FULL &CALE.
IF NOT. 9CAU! ACCORD .. GL Y
I"~ t BUS21084PAT2T2C G05 07
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DAl0EC£MBER ;1016
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PRMCT NA'-IE
LAKE TO SOUND TRAIL
SEGMENT A
GREEN RIVER TRAIL TO NACHES AVE SW
0
SCALE IN FEET "'l ~ END PROJECT
100 200
100% REVIEW SUBMITTAL FOR RENTON
NOT FOR CONSTRUCTION
8-LINE CONSTRUCTION
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DRA\ltl
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CHECKED
0. KIKUTA
APPROV[O
8L1521084f'AT2T2DM 1
No
554-1521-084 (A/2C
DAT5ECE~ER .2016
Bt<;l"EER<ltG , •L»INIIIG. ENV,I\OltillE"TAL S,::IE"CES
LAKE TO SOUND TRAIL
SEGMENT A
GREEN RIVER TRAIL TO NACHES AVE SW
DEMOLITION NOTES: 0 MAINTAIN EXISTING METAL GATE
0 REMOVE PLASTIC TRAFFIC MARKING
r;'\ REMOVE RAISED PAVDAENT MARKER FILL PAVEMENT
V DEPRESSION WITH LOOP SEALANT. 0 ADJUST CATCH BASIN OR MANHOLE TO FINISHED GRADE
SEE C-SHEETS FOR ELEVATIONS. 0 REMOVE CEMENT CONC. CURB AND cunER AND SIDEWALK
© INSTALL CONSTRUCTION SIGN CLASS A. SEE KING
COUNTY PARKS SIGN DETAIL IN THE APPENDIX OF
THE SPECIAL PROVISIONS 0 REMOVE BEAM GUARDRAIL.
© REMO\/£ ANO DISPOSE OF ECOLOGY BLOCKS.
0 REMOVE METAL GATE. SALVAGE TO LOCATION
PER THE ENGINEER'S DISCRETION.
@REMOVE AND DISPOSE OF CHAIN LINK FENCE AND GATE.
@RELOCATE ECOLOGY BLOCKS.
@ EXISTING UTILITY STRUCTURE. TO BE ADJUSTED TO
FINISHED GRADE BY OTHERS
@REMOVE DRAINAGE STRUCTURE.
0 REMOVE EXISTING TREE. SEE GENERAL NOTE 2
,.;"\ PROTECT EXISTING TREE. REFER TO SECTION 2-01 ~ OF THE SPECIAL PROVISIONS AND DETAIL@
@ADJUST EXISTING WATER VALVE MANHOLE TO FINISHED
GRADE AND REPLACE EXISTING COVER WITH
SLIP-RESISTANT, ADA-CQl,.4PLIANT COVER.
@ADJUST WATER MCTER BOX TO FINISHED GRADE
@PROTECT EXISTING STRUCTURE IN PL.ACE
TESC CONTROL NOTES:
0 INSTALL STORM DRAIN INLET PROTECTION IN
ACCORDANCE WITH WSDOT STD. PLAN 1-40.20-00
r;:;\. INSTALL HIGH VISIBILITY FENCE IN ACCORDANCE WITH
~WSDOT STD. PL..A.N 1-10.10-01.
r;\ INSTALL SILT FENCE IN ACCORDANCE
\.::/WITH WSOOT STD. Pl.,A.N 1-30.15-01
@ INSTALL HIGH VISIBILITY SILT FENCE IN
ACCORDANCE WITH WSDOT STD. PLAN 1..30.17-00
.r;;\ INSTALL TEMPORARY BYPASS TO DIVERT WATER AROUND
\.::/ WORK ZONE PROTECT DISCHARGE AREA FROM EROSION
WITH PLASTIC SHEETING.
/7:\. SANDBAG DAM. DEWATER CONSTRUCTION AREA DURING
\::I CULVERT WORK
GENERAL NOTES:
1. SEE PL..A.N AND PROFILE SHEETS C1-C15 FOR SIGN
REMOVAL AND RELOCATION.
2. STATION 1+00 TO 6+50 ONLY: CUT OR GRIND STUMPS NO
MORE THAN 18" BELOW FINISHED GRADE. EQUIPMENT THAT
DISTURBS SOILS BELOW THIS LIMIT WILL NOT BE ALLOWED
3. THE TRAIL SEGMENT LOCATED BETWEEN STA 1 +oo AND
6+50 IS LOCATED ON AN ARCHAEOLOGICAL SITE. THE
CONTRACTOR IS ALERTED TO SECTION 1-07.16(4) OF THE
STANDARD SPECIFICATIONS.
4 A PORTION OF ASPHALT REMOVAL IS UNDERLAIN BY A
CONCRETE BRIDGE APPROACH SL..A.B, WHERE NOTED ON THE
PLAN. ASPHALT REMOVAL SHALL NOT DAMAGE THE SL..A.B.
REFER TO DETAIL H ON SHEET CS1 FOR SCARIFICATION
DETAILS.
LEGEND:
~~~~SAWCUT
~ CEMENT CONC. SIDEWALK REMOVAL
~ ASPHALT CONG. PAVEMENT REMOVAL
__ ,, __ HIGH VISIBILITY FENCE OR HIGH VISIBILITY SILT
FENCE, SEE PL..A.NS.
-a-o-Sill FENCE
@ INLET PROTECTION
~ RIP RAP REMOVAL
100% REVIEW SUBMITTAL FOR RENTON
NOT FOR CONSTRUCTION
CLEARING, GRADING AND
TESC PLAN
0RA\\IING NO.
9 OF 65
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PLAN ~ SCALE IN FEET 1
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:r I CITY OF RENTON LUA15-00257 SSDP, $-CUP, AND s-v
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CHECKED
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APPROll[D
ONE INCH AT FULL SCALE.
IF NOT, IICALE ACCDRDlt,IGL Y
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o~ECEl.48ER 2016
ENGINIEEMfG , PL.ANNING • EN'IIOIDNMENTA~ SCO,NCH
PRO.ECl NAM£
LAKE TO SOUND TRAIL
SEGMENT A
GREEN RIVER TRAIL TO NACHES AVE SW
DEMOLITION NOTES: 0 MAINTAIN EXISTING METAL GATE.
0 REMOVE PLASTIC TRAFFIC MARKING.
r:;\ REMOVE RAISED PAVEMENT MARKER. FILL PAVEMENT
\V DEPRESSION WITH LOOP SEALANT. 0 ADJUST CATCH BASIN OR MANHOLE TO FINISHED GRADE.
SEE C-SHEETS FOR ELEVATIONS. © REMOVE CEMENT CONG. CURB AND GUTIER AND SIDEWALK
© INSTALL CONSTRUCTION SIGN CLASS A. SEE KING
COUNTY PARKS SIGN DETAIL IN THE APPENDIX OF
THE SPECIAL PROVISIONS. 0 REMOVE BEAM GUARDRAIL.
© REMOVE AND DISPOSE OF ECOLOGY BLOCKS.
© REMOVE METAL GATE. SALVAGE TO LOCATION
PER THE ENGINEER'S DISCRETION.
@REMOVE AND DISPOSE OF CHAIN LINK FENCE AND GATE.
G RELOCATE ECOLOGY BLOCKS.
~ EXISTING UTILITY STRUCTURE TO BE ADJUSTED TO
\:.:.I FINISHED GRADE BY OTHERS.
@REMOVE DRAINAGE STRUCTURE.
@REMOVE EXISTING TREE. SEE GENERAL NOTE 2
r,:;\ PROTECT EXISTING TREE. REFER TO SECTION 2-01
\.:.::.J OF THE SPECIAL PRO\IISIONS AND DETAIL@
® ADJUST EXISTING WATER VALVE MANHOLE TO FINISHED
GRADE AND REPLACE EXISTING COVER WITH
SLIP-RESISTANT, ADA-COMPLIANT COVER. ® ADJUST WATER MCTER BOX TO FINISHED GRADE.
@PROTECT EXISTING STRUCTURE IN PLACE.
TESC CONTROL NOTES:
0 INSTALL STORM DRAIN INLET PROTECTION IN
ACCORDANCE WITH WSDOT STD. PLAN 1-40.20-00.
;-;;\. INSTALL HIGH VISIBILITY FENCE IN ACCORDANCE WITH
\::./wsooT srn. PLAN 1-10.10-01
r;\_INSTALL SILT FENCE IN ACCORDANCE
\:::../ WITH WSDOT STD. PLAN 1-30.15-01.
©INSTALL HIGH VISIBILITY SILT FENCE IN
ACCORDANCE WITH WSDOT STD. PLAN 1.30.17-00
r,;\ INSTALL TEMPORARY BYPASS TO DIVERT WATER AROUND
\:::../ WORK ZONE. PROTECT DISCHARGE AREA FROM EROSION
WITH PLASTIC SHEETING
r,;\ SANDBAG DAM. DEWATER CONSTRUCTION AREA DURING
\::.../ CULVERT WORK.
GENERAL NOTES:
1. SEE PLAN AND PROFILE SHEETS C1-C15 FOR SIGN
REMOVAL AND RELOCATION.
2. STATION 1+00 TO 6+50 ONLY: CUT OR GRIND STUMPS NO
MORE THAN 18" BELOW FINISHED GRADE. EQUIPMENT THAT
DISTURBS SOILS BELOW THIS LIMIT WILL NOT BE ALLOWED.
3. THE TRAIL SEGMENT LOCATED BETWEEN STA 1 +00 AND
6+50 IS LOCATED ON AN ARCHAEOLOGICAL SITE. THE
CONTRACTOR IS ALERTED TO SECTION 1-07.16(4) OF THE
STANDARD SPECIFICATIONS.
4. A PORTION OF ASPHALT REMOVAL IS UNDERLAIN BY A
CONCRETE BRIDGE APPROACH SLAB, WHERE NOTED ON THE
PLAN. ASPHALT REMOVAL SHALL NOT DAMAGE THE SLAB.
REFER TO DETAIL H ON SHEET CS1 FOR SCARIFICATION
DETAILS.
LEGEND:
~~~~ SAWCUT
c::=J CEMENT CONC. SIDEWALK REMOVAL
c::=J ASPHALT CONG. PAVEMENT REMOVAL
--N-HIGH VISIBILITY FENCE OR HIGH VISIBILITY SILT
FENCE. SEE PLANS.
-a-a-SILT FENCE
@ INLET PROTECTION
c::=J RIP RAP REMOVAL
100% REVIEW SUBMITIAL FOR RENTON
NOT FOR CONSTRUCTION
CLEARING, GRADING AND
TESC PLAN
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2
SEE PLAN AND PROFILE SHEETS C1-C15 FOR SIGN
REMOVAL AND RELOCATION.
STATION 1+00 TO 6+50 ONLY: CUT OR GRIND STUMPS NO
MORE THAN 18" BELOW FlNISHED GRADE. EQUIPMENT THAT
DISTURBS SOILS BELOW THIS LIMIT WILL NOT BE ALLOWED
3. THE TRAIL SEGMENT LOCATED BETWEEN STA 1 +00 AND
6+50 IS LOCATED ON AN ARCHAEOLOGICAL SITE. THE
CONTRACTOR IS ALERTED TO SECTION 1-07 16(4) OF THE
STANDARD SPECIFICATIONS.
4. A PORTION OF ASPHALT REMOVAL IS UNDERLAIN BY A
CONCRETE BRIDGE APPROACH SLAB, WHERE NOTED ON THE
PLAN. ASPHALT REMOVAL SHALL NOT DAMAGE THE Sul-8.
REFER TO DETAIL H ON SHEET CS1 FOR SCARIFICATION
DCTAILS.
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CEMENT CONC SIDEWALK REMOVAL
ASPHALT CONC. PAVEMENT REMOVAL
/ _,// ,ce•,;;;::',i~:00"' , , ' ~1\,A --N--~~i~tlSJ~~l~JNEfCE OR HIGH VISIBILITY SILT
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?L1.......---\.;.7'\ / _..--~------------_y---~11;
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,--_ ___--1 --__ ..--\'-~-::;i~,r--~--..._, \~,ii!. / SEE TESC9 / dii
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7
· 25.o· ·-.. STA 202+79, 20.J'LT \ ;--0 \ ~ ,. I "'
-----
DEMOLITION NOTES: 0 MAINTAIN EXISTING METAL GATE.
0 REMOVE PLASTIC TRAFFIC MARKING.
17'\ REMOVE RAISED PAVEMENT MARKER. FILL PAVEMENT
\:J DEPRESSION WITH LOOP SEALANT. 8 ADJUST CATCH BASIN OR MANHOLE TO FINISHED GRADE
SEE C-SHEElS FOR ELEVATIONS © REMOVE CEMENT CONC. CURB AND GUTIER AND SIDEWALK
© INSTALL CONSTRUCTION SIGN CLASS A. SEE KING
COUNTY PARKS SIGN DETAIL IN THE APPENDIX OF
THE SPECIAL PROVISIONS. 0 REMOVE BEAM GUARDRAIL
© REMOVE AND DISPOSE OF ECOLOGY BLOCKS.
© REMOVE METAL GATE. SALVAGE TO LOCATION
PER THE ENGINEER'S DISCRETION.
@REMOVE AND DISPOSE OF CHAIN LINK FENCE AND GATE.
@RELOCATE ECOLOGY BLOCKS.
r,:;"\ EXISTING UTILITY STRUCTURE. TO BE ADJUSTED TO
'-./ FINISHED GRADE BY OTHERS
@REMOVE DRAINAGE STRUCTURE.
@REMOVE EXISTING TREE. SEE GENERAL NOTE 2.
t:"';\ PROTECT EXISTING TREE. REFER TO SECTION 2-01
'J OF THE SPECIAL PROVISIONS AND DElAIL ~
'2V
@ADJUST EXISTING WATER VALVE MANHOLE TO FINISHED
GRADE AND REPLACE EXISTING COVER WITH
SLIP-RESISTANT. ADA-COMPLIANT COVER. ® ADJUST WATER METER BOX TO FINISHED GRADE.
@PROTECT EXISTING STRUCTURE IN PLACE.
TESC CONTROL NOTES:
0 INSTALL STORM DRAIN INLET PROTECTION IN
ACCORDANCE WITH WSOOT STD. PLAN 1-40.20-00.
r;;\ INSTALL HIGH VISIBILITY FENCE IN ACCORDANCE WITH
'\.:./wsooT STD. PLAN 1-10.10-01.
r;\INSTALL SILT FENCE IN ACCORDANCE
\.:/WITH WSDOT STD. PLAN 1-30.15-01
@ INSTALL HIGH VISIBILITY SILT FENCE IN
ACCORDANCE WITH WSOOT STD. PLAN 1.30.17-00.
r;\ INSTALL TEMPORARY BYPASS TO DIVERT WATER AROUND
\.:./ WORK ZONE. PROTECT DISCHARGE AREA FROM EROSION
WITH PLASTIC SHEETING
r;\, SANDBAG DAM. DEWATER CONSTRUCTION AREA DURING
\:::..I CULVERT WORK
d\~ TO STA 201+1~-----· ~ --..:._--
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,.,,_\" __-I ---+----c-..'4f0o . .. 203+0() END
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·---·-· LUMINAIRE REMOVAL ' STA 203+58, 40.4'RT~ BEGIN ENO PLAN ~ ©END L STA 204+04, 29J'RT
SCALE IN FEET ® STA 203+61, 40.J'RT
0 20 40 100% REVIEW SUBMITTAL FOR RENTON
NOT FOR CONSTRUCTION CITY OF RENTON LUA15-00257 SSOP, S-CUP, AND S-V ~ I f:::. j REV1S10NS jo~TE jsY I 0Es1;N~vORAK I
ONE INCH .._T FUU.. 8C~.
IF NOT, SCALE ACCORDINGLY
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11 OF 65
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~NGIN"""""'. "U.""ING. ENV .. ONMEN'TAL OCIE..CU
LAKE TO SOUND TRAIL
SEGMENT A
GREEN RIVER TRAIL TO NACHES AVE SW
CLEARING, GRADING AND
TESC PLAN TESC3
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DEMOLITION NOTES:
~ ----fii, ---{iii ----'---h ;/! --WETLAND BUFFER "'~" ~ ma.a=
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17\ REMOVE RAISED PAVEMENT MARKER. FILL PAVEMENT
\::..I DEPRESSION WITH LOOP SEALANT. 0 ADJUST CATCH BASIN OR MANHOLE TO FINISHED GRADE.
SEE C-SHEETS FOR ELEVATIONS. © REMOVE CEMENT CONC. CURB AND GUTIER ANO SIDEWALK.
© INSTALL CONSTRUCTION SIGN CLASS A. SEE KING
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I
PLAN ®
SCALE IN FEET ~
0 20 40
CITY OF RENTON LUA15-00257 SSOP, S-CUP, AND S-V
' : I b. I REVISIONS PRO-l:CT NAM[ O[SIGN(D
J. DVORAK ONIE INCH AT FULL ac~.
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ENGINEE~NG.P!.ANNI ..... EN ..... ONMEh'TA~SCIEN(:H 11 SEGMENT A
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,:.. 0. KIKUTA JO"si4 1521 OB-4 fAl2CI
I --:"i DECEMBER 2016 I ' I GREEN RIVER TRAIL TO NACHES AVE SW
COUNTY PARKS SIGN DETAIL IN THE APPENDIX OF
THE SPECV>.L PROVISIONS. 0 REMOVE BEAM GUARDRAIL.
© REMOVE AND DISPOSE OF ECOLOGY BLOCKS
0 REMOVE METAL GATE. SALVAGE TO LOCATION
PER THE ENGINEER'S DISCRETION.
@REMOVE AND DISPOSE OF CHAIN LINK FENCE AND GATE
@RELOCATE ECOLOGY BLOCKS.
r,";;\ EXISTING UTILITY STRUCTURE. TO BE ADJUSTED TO
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@REMOVE DRAINAGE STRUCTURE
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@ADJUST WATER MElER BOX TO FINISHED GRADE.
® PROTECT EXISTING STRUCTURE IN PLACE.
TESC CONTROL NOTES:
0 INSTALL STORM DRAIN INLET PROTECTION IN
ACCORDANCE WITH WSOOT STD. PLAN 1-40.20-00.
r::;\ INSTALL HIGH VISIBILITY FENCE IN ACCORDANCE WITH \.:./wsoor srn. PLAN 1-10.10-01
r;:\INSTALL SILT FENCE IN ACCORDANCE
\.::'../WITH WSOOT STD. PLAN 1-.30.15-01
0 INSTALL HIGH VISIBILITY SILT FENCE IN
ACCORDANCE WITH WSDOT STD. PLAN 1.30.17-00.
r,;\ INSTALL TEMPORARY BYPASS TO DIVERT WATER AROUND
\.::'...I WORK ZONE. PROTECT DISCHARGE AREA FROM EROSION
WITH PLASTIC SHEETING
© SANDBAG DAM. DEWATER CONSTRUCTION AREA DURING
CULVERT WORK.
GENERAL NOTES:
1. SEE PLAN AND PROFILE SHEETS C1-C15 FOR SIGN
REMOVAL AND RELOCATION
2. STATION 1+00 TO 6+50 ONLY: CUT OR GRIND STUMPS NO
MORE THAN 18" BELOW FINISHED GRADE. EQUIPMENT THAT
DISTURBS SOILS BELOW THIS Uf.11T WILL NOT BE ALLOWED .
.3. THE TRAIL SEGMENT LOCATED BETWEEN STA 1 +00 AND
6+50 IS LOCATED ON AN ARCHAEOLOGICAL SITE. THE
CONTRACTOR IS ALERTED TO SECTION 1-07.16(4) OF THE
STANDARD SPECIFICATIONS.
4. A PORTION OF ASPHALT REMOVAL IS UNDERLAIN BY A
CONCRETE BRIDGE APPROACH SLAB, WHERE NOTED ON THE
Pl.AN. ASPHALT REMOVAL SHALL NOT DAMAGE THE SLAB.
REFER TO DETAIL H ON SHEET CS 1 FOR SCARIFICATION
DETAILS.
LEGEND:
SAWCUT
c:=J CEMENT CONC. SIDEWALK REMOVAL
~ ASPHALT CONC. PAVEMENT REMOVAL
--H--HIGH VISIBILITY FENCE OR HIGH VISIBILITY SILT
FENCE. SEE PLANS
-a-a-SILT FENCE
0 INLET PROTECTION
~ RIP RAP REMOVAL
100% REVIEW SUBMITTAL FOR RENTON
NOT FOR CONSTRUCTION
CLEARING, GRADING AND
TESC PLAN
DRAV,,NG NO.
12 OF 65
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/~ s'<,-iJ
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SCALE IN FEET ~
0 20 40
DEMOLITION NOTES: 0 MAINTAIN EXISTING METAL GATE.
0 REMOVE PLASTIC TRAFFIC MARKING
r;'\ REMOVE RAISED PAVEMENT MARKER FILL PAVEMENT
\.::.,I DEPRESSION WITH LOOP SEALANT. 0 ADJUST CATCH BASIN OR MANHOLE TO FINISHED GRADE
SEE C-SHEETS FOR ELEVATIONS. 0 REMOVE CEMENT CONC. CURB AND GUTIER AND SIDEWALK.
© INSTALL CONSTRUCTION SIGN CLASS A. SEE KING
COUNTY PARKS SIGN DETAIL IN THE APPENDIX OF
THE SPECIAL PROVISIONS. 0 REMOVE BEAM GUARDRAIL.
© REMOVE AND DISPOSE OF ECOLOGY BLOCKS
0 REMOVE METAL GATE SALVAGE TO LOCATION
PER THE ENGINEER'S DISCRETION
@REMOVE AND DISPOSE OF CHAIN LINK FENCE AND GATE
@RELOCATE ECOLOGY BLOCKS.
@ EXISTING UTILITY STRUCTURE TO BE ADJUSTED TO
FINISHED GRADE BY OTHERS
@REMOVE DRAINAGE STRUCTURE
0 REMOVE EXISTING TREE. SEE GENERAL NOTE 2
I,'";;\ PROTECT EXISTING TREE. REFER TO SECTION 2-01
\!.::.., OF THE SPECIAL PROVISIONS AND DETAIL~
~
@ADJUST EXISTING WATER VALVE MANHOLE TO FINISHED
GRADE AND REPLACE EXISTING COVER WITH
SLIP-RESISTANT, ADA-COMPLIANT COVER. ® ADJUST WATER METER BOX TO FINISHED GRADE.
@PROTECT EXISTING STRUCTURE IN PLACE.
TESC CONTROL NOTES:
0 1NSTALL STORM DRAIN INLET PROTECTION IN
/
ACCORDANCE WITH WSDOT STD PLAN 1-40 20-00
\
~c PIJlCEL Na m.1(w11Jio @INSTALL HIGH VISIBILITY FENCE IN ACCORDANCE WITH
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1
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\
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% '.:--------f-_ --------+----~ ----,o 2. STATION 1+00 TO 6+50 ONLY: CUT OR GRIND STUMPS NO
mt-1,4~--------,----------r~= ~-&==d au o o Cl Cl ee Cl ~eoo~ CC,.,~"1r= ~ =&.-0::=B!=CG===--cc=.=----' 14 _ f~ MORE THAN 18" BELOW FINISHED GRADE. EQUIPMENT THAT
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-1 ~ ----------(j0 -ij~'i.-a-o-o-2 \ -o-a-,,... 3. THE TRAIL SEGMENT LOCATED BElWEEN STA 1+00 AND
'J> ,_tr-=w=c-c.t oo::±cG ~-2i:l=~'b ~ ~-~--\ ~ ~ \_/7\ ~ / .-6+50 IS LOCATED ON AN ARCHAEOLOGICAL SITE. THE
_.. o-o-a-~ r ~ \ I ~ ---0 '• c( CONTRACTOR IS ALERTED TO SECTION 1-07.16(4) OF THE
~I cou-,ooN/ ~ ------------,-------~ t;°;j\ /WETLAND BUFFER \ 14 COTIONWOODS VERIFY -----------!-B,U., 4. A PORTION OF ASPHALT REMOVAL IS UNDERLAIN BY A ~ ,cP.IFrrl.llO
3719100111
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1 ----------------------l-t;_ -------------------14 14 ft,.; STANDARD SPECIFICATIONS.
e,nl q_'j 0------------------' "\.'..:) AT TIME OF WORK W CONCRETE BRIDGE APPROACH SLAB, WHERE NOTED ON THE
0 ' ---------Z PLAN. ASPHALT REMOVAL SHALL NOT DAMAGE THE SLAB.
' ----/-------_ -----..._ llNGRESS EGRESS icPAACELNO JmlOOilB 15 PLUM TREES, VERIFY /:; REFER TO DETAIL HON SHEET CS1 FOR SCARIFICATION t ,' .,. .,. -..._ -ANO UTILllY EASEMENT c1rr OF ~t110H AT TIME OF WORK 1 100-YEAR FLOODPLAIN z DETAILS. I -/ ---I (1995 FIRM) IU LEGEND: ._,,_·-. --·-·-·-·-··/\/ ;--_________________ /_______________ J ,·: ,~ r ----------l r--------------------
PLAN ___fiiil\ 1
SCA~
0 20 40
CITY OF RENTON LUA15-00257 SSOP, S-CUP, ANO S-V
C:=J
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SAWCUT
CEMENT CONC. SIDEWALK REMOVAL
ASPHALT CONC. PAVEMENT REMOVAL
--JI<--HIGH VISIBILITY FENCE OR HIGH VISIBILITY SILT
FENCL SEE PLANS
-[]-D-SILT FENCE
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NOT FOR CONSTRUCTION
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ONE INCH AT FULL SCALE.
IF NOT. SCALE: ACCORDINGL. Y
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13 OF 65
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6L 1521 084_P.A_liU.O.M.--:-1 CH(C,;ED
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APPFI0\1[0 DA i[C[M8ER 2016
EN<llNEEl<ING • PLANNtNGi , EWIRONM£NTAC SCIENCES
LAKE TO SOUND TRAIL
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----INGRESS, EGRESS .. ___ -~ ---------
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:t1 --------,o COUNTY PARKS SIGN DETAIL IN THE APPENDIX or
I""' I ----1 f THE SPECIAL PROVISIONS z\ , \ -co-CG-CT;-co_~ CG=-cil-.&.G=:~...B!=.!22...--=-CG..=-~=~--=-c,;..=-~-==00 ~-...:!_-=.1:!:.._~-==-..E!:..~':£......-CG::::-~-=-CG-CC-CG-c,:;-CG-CG-cG-CG-CG-ro~C") 0REMOVE BEAM GUARDRAIL
ffl -cG----:±-~==~a.=-~-:::=~------121+00 122+00 ----------------~
Cl) c,;.-a.-...2=~cc;.....:::::-...2!--,-1204-00 _____ -----+ --------~ --------+-----------t------------+-_______ 1_23+00 .,,,. ©REMOVE AND DISPOSE OF ECOLOGY BLOCKS.
-I ,:,;.-~==---\ --------+-I---------·~
)>L~-1!.9~ ----r--------------..==--c=....-..==-==-=---=-;=_-----------------------lu, ©REMOVE METAL GATE SALVAGE TO LOCATION
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, --------CG cc-CGacc~o~o~o-C<jj-'ti-13-~-cf-~cf-o~o.!::.......a~acG-ci;_CQ ----------,w PER THE ENGINEER'S DISCRETION
~ -ai.:::::=6"--' 100-YEAR FLOODPLAIN ___ ---------------------------------------------------o o-=.~ ce;lf:z:: @RELOCATE ECOLOGY BLOCKS
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~· -------------\---\ 14 _ _ ---I~ \:.::,/FINISHED GRADE BY OTHERS
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______ -------7 14 ~ @REMOVE DRAINAGE STRUCTURE i\ \~ _ --------J ---------~ ------_AN~ ~~TY ~S-=-M~NT_ ----~ ' I @REMOVE EXISTING TREE. SEE GENERAL NOTE 2
ffl1 1
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TESC CONTROL NOTES:
0 1NSTALL STORM DRAIN INLET PROTECTION IN
ACCORDANCE WITH WSDOT STD. PLAN 1-40.20-00.
r.::\.INSTALL HIGH VISIBILITY FENCE IN ACCORDANCE WITH \!/wsDoT srn. PLAN 1-10.10-01.
r;\_INSTALL SILT FENCE IN ACCORDANCE
\.:'./ WITH WSDOT STD. PLAN 1-30.15-01
©INSTALL HIGH VISIBILITY SILT FENCE IN
ACCORDANCE WITH WSDOT STD. PLAN 1.30.17-00
r,;:\_ INSTALL TEMPORARY BYPASS TO DIVERT WATER AROUND
\.:'./ WORK ZONE. PROTECT DISCHARGE AREA FROM EROSION
WITH PLASTIC SHEETING.
© SANDBAG DAM. DEWATER CONSTRUCTION AREA DURING
CULVERT WORK.
GENERAL NOTES:
1. SEE PLAN AND PROFILE SHEETS Cl-C15 FOR SIGN
REMOVAL AND RELOCATION.
2. STATION 1+00 TD 6+50 ONLY: CUT OR GRIND STUMPS NO
MORE THAN 18° BELOW FINISHED GRADE. EQUIPMENT THAT
DISTURBS SOILS BELOW THIS LIMIT WILL NOT BE ALLOWED.
3. THE TRAIL SEGMENT LOCATED BETWEEN STA 1 +00 AND
6+50 IS LOCATED ON AN ARCHAEOLOGICAL SITE THE
CONTRACTOR IS ALERTED TO SECTION 1-07.16(4) OF THE
STANDARD SPECIFICATIONS.
4. A PORTION OF ASPHALT REMOVAL IS UNDERLAIN BY A
CONCRITT BRIDGE APPROACH SLAB, WHERE NOTED ON THE
PLAN. ASPHALT REMOVAL SHALL NOT DAMAGE THE SLAB.
REFER TO DETAIL H ON SHEET CS1 FOR SCARIFICATION
DETAILS.
LEGEND:
~~~~ SAWCUT
C=:J CEMENT CDNC. SIDEWALK REMOVAL
C==:J ASPHALT CONC. PAVEMENT REMOVAL
--N--HIGH VISIBILITY FENCE OR HIGH VISIBILITY SILT
FENCE, SEE PLANS.
-o-o-SILT FENCE
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C==:J RIP RAP REMOVAL
CITY OF RENTON LUA15-00257 SSDP, S-CUP, AND S-V ~ I 6 j REY1s10Ns joA1r jBY j oEs):Nii°voRAK I I I I I i, .. ~ I ~~~~~~~~.
PRO..ECT NA~E
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NOT FOR CONSTRUCTION
DRAWING NO
14 OF 65
M. MILLER 1l~ N~~ I me<rn B~~.521D8<P"2T2D• O
0. KIKUTA 554-1521-084 (A/2C)
APPRO~D 0A1EE,;_~~BER 2016
~""""'""~'"" ,!'.'!''"'""" . tlf\l!RONMEffTAI. SCIENCES
LAKE TO SOUND TRAIL
SEGMENT A
GREEN RIVER TRAIL TO NACHES AVE SW
CLEARING, GRADING AND
TESC PLAN TESC6
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DEMOLITION NOTES: 0 MAINTAIN EXISTING METAL GATE.
0 REMOVE PLASTIC TRAFFIC MARKING.
17'\ REMOVE RAISED PAVEMENT MARKE. R. FILL PAVEMENT
\::...) DEPRESSION WITH LOOP SEALANT 0 ADJUST CATCH BASIN OR MANHOLE TO FINISHED GRADE.
SEE C-SHEETS FOR ELEVATIONS. 0 REMOVE CEMENT CONC. CURB AND GUTIER AND SIDEWALK
© INSTALL CONSTRUCTION SIGN CLASS A. SEE KING
COUNTY PARKS SIGN DETAIL IN THE APPENDIX OF
THE SPECIAL PROVISIONS. 0 REMOVE BEAM GUARDRAIL
© REMOVE AND DISPOSE OF ECOLOGY BLOCKS.
0 REMOVE METAL GATE. SALVAGE TO LOCATION
PER THE ENGINEER'S DISCRETION.
@REMOVE AND DISPOSE OF CHAIN LINK FENCE AND GATE
G RELOCATE ECOLOGY BLOCKS.
Q EXISTING UTILITY STRUCTURE. TO BE ADJUSTED TO
~ FINISHED GRADE BY OTHERS © REMOVE DRAINAGE STRUCTURE e REMOVE EXISTING TREE. SEE GENERAL NOTE 2
C\ PROTECT EXISTING TREE. REFER TO SECTION 2-01
G OF THE SPECIAL PROVISIONS AND DETAIL~
<;:[V
@ADJUST EXISTING WATER VALVE MANHOLE TO FINISHED
GRADE AND REPLACE EXISTING COVER WITH
SLIP-RESISTANT, ADA-COMPLIANT COVER.
@ADJUST WATER METER BOX TO FINISHED GRADE
® PROTECT EXISTING STRUCTURE IN PLACE.
TESC CONTROL NOTES:
r:\ INSTALL STORM DRAIN INLET PROTECTION IN
~ ACCORDANCE WITH WSDOT STD. PLAN 1-40.20-00.
r;:;\. INSTALL HIGH VISIBILITY FENCE IN ACCORDANCE WITH
\.:./ WSDOT STD. PLAN 1-10.10-01
/7\INSTALL SILT FENCE IN ACCORDANCE
\::../ WITH WSDOT SID. PLAN 1-30.15-01
r:;-\ INSTALL HIGH VISIBILITY SILT FENCE IN
\::../ ACCORDANCE WITH WSDOT STD. PLAN 1.30.17-00.
/;\INSTALL TEMPORARY BYPASS TO DIVERT WATER AROUND
\::../ WORK ZONE. PROTECT DISCHARGE AREA FROM EROSION
WITH PLASTIC SHEETING
© SANDBAG DAM. DEWATER CONSTRUCTION AREA DURING
CULVERT WORK
GENERAL NOTES:
1. SEE PLAN AND PROFILE SHEETS Cl-C15 FOR SIGN
REMOVAL ANO RELOCATION.
2. STATION 1+00 TO 6+50 ONLY: CUT OR GRIND STUMPS NO
MORE THAN 18" BELOW FINISHED GRADE. EQUIPMENT THAT
DISTURBS SOILS BELOW THIS LIMIT WILL NOT BE ALLOWED.
3. THE TRAIL SEGMENT LOCATED BETWEEN STA 1 +00 AND
6+50 IS LOCATED ON AN ARCHAEOLOGICAL SITE. THE
CONTRACTOR IS ALERTED TO SECTION 1~07.16(4) OF THE
STANDARD SPECIFICATIONS.
4. A PORTION OF ASPHALT REMOVAL IS UNDERLAIN BY A
CONCRETE BRIDGE APPROACH SLAB, WHERE NOTED ON THE
PLAN. ASPHALT REMOVAL SHALL NOT DAMAGE THE SLAB.
REFER TO DETAIL H ON SHEET CS1 FOR SCARIFICATION
DETAILS.
LEGEND:
SAWCUT
C=:J CEMENT CONC. SIDEWALK REMOVAL
C=:J ASPHALT CONC. PAVEMENT REMOVAL
--N--HIGH VISIBILITY FENCE OR HIGH VISIBILITY SILT
FENCE. SEE PLANS
-o--o-SILT FENCE
© INLET PROTECTION
C=:J RIP RAP RD.10VAL
100% REVIEW SUBMITIAL FOR RENTON
NOT FOR CONSTRUCTION
DRA \\N IF NOT. SCALE AeeOflDINGL V
~ M. MILLER Ile NAMc
l CHEC~EO BL1521084PAT2T2DM 1 I
':; 0. KIKUTA JOB5~c4-1521-DS4 1.1,/2C\ I _ ------
LAKE TO SOUND TRAIL
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TESC PLAN
Dl'A'MNG NO
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TESC7
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5 DECEMBER 2016 • • ~------------------------_. ~------'
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4 \,-----------:-------------------------------------
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.,. \ -----------------------------------\----~-1------------------I "" ~ ' eW;J:Jl \=e~ ~-\ ~ ~ ' {, ----------------,\ 14 15 4 --@ \_ 15 14 __ \ ____________________________ _
'$' _._..--'--0 15 14 I
, \---~ INGRESS, EGRESS '1 l\ '\ AND UTILITY EASEMENT :
~, ' I !JI I ~c P>'Rw. NO. 1i23049012 \
,:., CITY Of JE,IION ..---\ \
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IC PAAC£L HO l:)2J-04908l
CITT Of l!O'ITOO
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COMPLEX
.i I CITY OF RENTON LUA15-00257 SSDP, S-CUP, AND S-V
t f:::. j REVISIONS IDA1E IBY j DESIGNED j J. DVORAK
PROJ::CT NAME
DEMOLITION NOTES: 0 MAINTAIN EXISTING METAL GATE.
0 REMOVE PLASTIC TRAFFIC MARKING
/7\ REMOVE RAISED PAVEMENT MARKER. FlLL PAVEMENT
\::...I DEPRESSION WITH LOOP SEALANT. © ADJUST CATCH BASIN OR MANHOLE TO FINISHED GRADE.
SEE C-SHEETS FOR ELEVATIONS. 0 REMOVE CEMENT CONC. CURB AND GUTIER AND SIDE"WALK.
© INSTALL CONSTRUCTION SIGN CLASS A. SEE KING
COUNTY PARKS SIGN DETAIL IN THE APPENDIX OF
THE SPECIAL PROVISIONS. 0 REMOVE BEAM GUARDRAIL
© REMOVE AND DISPOSE OF ECOLOGY BLOCKS.
0 REMOVE METAL GATE. SALVAGE TO LOCATION
PER THE ENGINEER'S DISCRETION.
@REMOVE AND DISPOSE OF CHAIN LINK FENCE AND GATE.
@RELOCATE ECOLOGY BLOCKS.
/,"";;\ EXISTING UTILITY STRUCTURE TO BE ADJUSTED TO
G FINISHED GRADE BY OTHERS.
@) REMOVE DRAINAGE STRUCTURE
0 REMOVE EXISTING TREE. SEE GENERAL NOTE 2.
r,";;\ PROTECT EXISTING TREE. REFER TO SECTION 2-01
\.:...:;.J OF THE SPECIAL PROVISIONS AND DETAIL@
@ADJUST EXISTING WATER VALVE MANHOLE TO FINISHED
GRADE AND REPLACE EXISTING COVER WITH
SLIP-RESISTANT, ADA-COMPLIANT COVER .
@ADJUST WATER METER BOX TO FINISHED GRADE.
@PROTECT EXISTING STRUCTURE IN PLACE.
TESC CONTROL NOTES:
0 INSTALL STORM DRAIN INLET PROTECTION IN
ACCORDANCE WITH WSDOT STD. PlAN 1-40.20-00.
I'"::\ INSTALL HIGH VISIBILITY FENCE IN ACCORDANCE WITH
\.:./ WSDOT STD. PLAN 1-10.10-01.
r;\INSTALL SILT FENCE IN ACCORDANCE
\.::'../WITH WSDOT STD. PLAN 1-30.15-01.
© INSTALL HIGH VISIBILITY SILT FENCE IN
ACCORDANCE WITH WSDOT STD. PlAN 1.30.17-00.
r.;\_ INSTALL TEMPORARY BYPASS TO DIVERT WATER AROUND
\..::'../ WORK ZONE. PROTECT DISCHARGE AREA FROM EROSION
WITH PLASTIC SHEETING.
©SANDBAG DAM. DEWATER CONSTRUCTION AREA DURING
CULVERT WORK.
GENERAL NOTES:
1. SEE PLAN AND PROFILE SHEETS C1-C15 FOR SIGN
REMOVAL AND RELOCATION.
2. STATION 1 +00 TO 6+50 ONLY: CUT OR GRIND STUMPS NO
MORE THAN 18" BELOW FINISHED GRADE. EQUIPMENT THAT
DISTURBS SOILS BELOW THIS LIMIT WILL NOT BE ALLOWED.
3. THE TRAIL SEGMENT LOCATED BETWEEN STA 1 +00 AND
6+50 IS LOCATED ON AN ARCHAEOLOGICAL SllL THE
CONTRACTOR IS ALERTED TO SECTION 1-07.16(4) OF THE
STANDARD SPECIFICATIONS.
4. A PORTION OF ASPHALT REMOVAL IS UNDERLAIN BY A
CONCRETE BRIDGE APPROACH SLAB, WHERE NOTED ON THE
PLAN. ASPHALT REMOVAL SHALL NOT DAMAGE THE SLAB.
REFER TO DETAIL H ON SHEET CS1 FOR SCARIFICATION
DETAILS.
LEGEND:
SAWCUT
(==::J CEMENT CONC. SIDEWALK REMOVAL
[==::J ASPHALT CONC. PAVEMENT REMOVAL
-JI(--HIGH VISIBILITY FENCE OR HIGH VISIBILITY SILT
FENCE, SEE PLANS.
-CJ-CJ-SILT FENCE
{:) INLET PROTECTION
[==::J RIP RAP RD.10VAL
100% REVIEW SUBMITTAL FOR RENTON
NOT FOR CONSTRUCTION
ONE INCH AT FULL &CALE.
IF NOT, IICALI!! ACCORDINaLY
I I I I I°''~ I :. I M. '-"ILLER •• . -~ CHEC~ED 8L1521084-PAT2T2DM-1
~ O. KIKUTA .!OB5~04-1521-084 A 2C
l!Nlll"f~~l"G PL.OtlNI"'-. E'IYl,i<;INMEtlTAI. SCIEIICES
LAKE TO SOUND TRAIL
SEGMENT A CLEARING, GRADING AND
TESC PLAN
DRA~NG NO
16 OF 65
TESC8
::i APPRO~D DATbECE~BER 2016 -°"''""''"'"~ I I GREEN RIVER TRAIL TO NACHES AVE SW I .._ ____________ ___.
' !
/
' ~ g
" I
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~
~
~
" ' 3
t
' " :;
.~
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---. .---------------"'° ["'(~g,;~:M)L~ --------------------------------------:-~,..-C-~1 _:__--~-_,-,.~--:--~--=--==--------
_.· .. ·.·.·~·~· . ~_ T:. ··~ ~ .. :~~:..~.~~.~.:-~.CC="'~ ,cc·r":/:/::----~--:~~-=-~....:.. ... :
·-·-·-·-·-·------~ --~ -j _ =-~~~.;,,-oo " D "'-,~-----------, / // 8, CG-CG;--if. l!C oo-;G-: CG-;;-~/!( oo-;-oo y cc--;CG :--N--i'il!-w.-.-·-r "-00-00-0,-0,-ro=, I / I rN-
' -N--N--N--,..__, I I o
STA 17+44, B J'Ll ---1 : I ,..,-~~..._ I : ~TA 17+47, 7 4'RT
J.H-i.~I
GROUND IMPROVEMENT UMITS, --~ ! ~: I i:I:!~ SHEET PILE, SEE SPECIFICATIONS
SEE GEOTECHNICAL REPORT I ~ ~ ! 31
I r_:: ~ 8 ! 3 :it: I 1 I ;fTA 17+17, 8.0'RT
~ y' I ~ . I ' I ·~ _ OHWll-1.!:!_ ______ _ 8 ! ,., -------------~ --
.:_-:::::.......~------------------_Q_HWM -12.6' ----------------------------------
----------
-------------------------
KC PARC[(
KING cou NO. 122
STA 17+17,
---------------r--------
r~
I
I
BLACK RIVER
I
CLEARING ANO GRADING AND ALL TESC
MEASURES MUST NOT EXTEND INTO THE
ORDINARY HIGH WATER LIMITS THE
NIY P[R r/SOOJ1o
---------------
-----
I
CONTRACTOR SHALL PROVIDE A CHECK DAM
AND SILT FENCE DURING REMOVAL OF RIP
RAP ANO INSTALLATION OF SHEET PILE WALL
TO ENSURE NO SEDIMENT ENTERS THE RIVER.
SEE FOR@ DETAIL OF CHECK DAM ~ Tt[ REPORT /
, -AouAnc / -.______ __oHWM.::!!,9_' _
' 5/-0549 iANos~livr--,oHwu---=i'i"~ ------~ ------
-~li#f-rsr,,'?il?tc. Ne/' NT I ' STA 16+61, 8.0'LT ·-r"--I • STA 16+61, 8 Q'RT
----MONST[R LISH[o Fo . 97102401 ' 8 8 +I'), Ro BRiocr R NEw 79J • , ! " I ..--sHm e1,E. sEE sPEc1F1cAT10Ns
-,.,"~ ', I' I --rl
~-l>o ~ "J '·' I r 2
-_
'fc ~ t . 1 . ' . ' ·t -.____ • ._, s.o I s -_
I <> TYP . .____
'.~ --------\-------~,---1----------i r ~ i 1, --------------t t -::-~ . ~ --------------~:1--H ----------~1--_·=--::~ _____ ( t
•• _ \~100-YEARFLOODPLAIN • , 11~1 111 . r--------_________ (___
...._ (1995 FIRM) ;' . ........._ j ! I i o/-STA 16+24, 8.0 RT I ._____ ~ "-. I I "1 l ·-
--------::.-_, , . ".\\) -~ STA 16+24, 8.0'LT I ~ ! I ! 100-YEAR FLOOOP~1~------~ I w , 1 8 J Kc 11s,5 FIRM)
<· :;--• . '-, 1 ' I Kl PARC[( No . .______ ----J. -® ~ aoooNDIMPRoVEMENTUMrrs, 1 ~
1
11 ! ~J NG couNry · 122950 _0,
'··--------~ · SEEGEOTECHN';AL""i"ORT I g I [ <8/
··--'-..., / 8 I I I 8
• ·,. " I I I 1
·... , ~J , I I rl . ...__-r-....y ' I "~ •.. ~ 'f-.... I:. I I ,,_
...._ ~ . ~ PLAN 81 ~
SCALE IN FEET N
)
0 10 20
t: I CITY OF RENTON LUA15-00257 SSDP, S-CUP, AND S-V
;:_ f:::. j REVISIONS juATE jsY j UES1CNED I J._QyQ_RAK ONE INCt<I AT FULL IICALE.
IF NOT. SCALE ACCORDINGLY
P'lrJICI No\l-.lE
LAKE TO SOUND TRAIL
SEGMENT A
DFIA'll'i
M MILLER ' " ENGl!IEelllNC:. PLA"INONG . ElfV"'ON"'=NTAI. OCEICU
BL15210MPAT2T2DM I 1---+----------------+----+---j (:H(~tE~IKUTA JOB ~o.
554 1521 084 (A/2C GREEN RIVER TRAIL TO NACHES AVE SW APPROl'ED [)ATDECEMBER 2016
DEMOLITION NOTES: 0 MAINTAIN EXISTING METAL GATE.
CD REMOVE PLASTIC TRAFFIC MARKING.
17\ REMOVE RAISED PAVEMENT MARKER FILL PAVEMENT
\:..) DEPRESSION WITH LOOP SEALANT. © ADJUST CATCH BASIN OR MANHOLE TO FINISHED GRADE
SEE C-SHEETS FOR ELEVATIONS. © REMOVE CEMENT CONC. CURB ANO GLJTIER AND SIDEWALK
© INSTALL CONSTRUCTION SIGN CLASS A. SEE KING
COUNTY PARKS SIGN DETAIL IN THE APPENDIX OF
THE SPECIAL PROVISIONS. 0 REMOVE BEAM GUARDRAIL
© REMOVE AND DISPOSE OF ECOLOGY BLOCKS.
0 REMOVE METAL GATE SALVAGE TO LOCATION
PER THE ENGINEER'S DISCRETION.
@REMOVE AND DISPOSE OF CHAIN LINK FENCE AND GATE
@RELOCATE ECOLOGY BLOCKS.
,,:;\ EXISTING UTILITY STRUCTURE TO BE ADJUSTED TO
~ FINISHED GRADE BY OTHERS. ® REMOVE DRAlNAGE STRUCTURE
@REMOVE EXISTING TREE SEE GENERAL NOTE 2.
~ PROTECT EXISTING TREE. REFER TO SECTION 2-01
\:.::.J OF THE SPECIAL PROVISIONS AND DETAIL~
~ ® ADJUST EXISTING WATER VALVE MANHOLE TO FINISHED
GRADE AND REPLACE EXISTING COVER WITH
SLIP-RESISTANT, ADA-COMPLIANT COVER. ® ADJUST WATER METER BOX TO FINISHED GRADE
@) PROTECT EXISTING STRUCTURE IN PLACE.
TESC CONTROL NOTES:
0 INSTALL STORM DRAIN INLET PROTECTION IN
ACCORDANCE WITH WSDOT STD. PLAN 1-40.20-00.
,/';\, INSTALL HIGH VISIBILITY FENCE IN ACCORDANCE WITH
\.:/wsDOT STD. PLAN 1-10.10-01
r;\INSTALL SILT FENCE IN ACCORDANCE
\.::'./WITH WSDOT STD. PLAN 1-30.15-01
©INSTALL HIGH VISIBILITY SILT FENCE IN
ACCORDANCE WITH WSDOT STD. PLAN 1.30.17-00.
/";:\ INSTALL TEMPORARY BYPASS TO DIVERT WATER AROUND
\.::'../ WORK ZONE. PROTECT DISCHARGE AREA FROM EROSION
WITH PLASTIC SHEETING
/7\ SANDBAG DAM .. DEWATER CONSTRUCTION AREA DURING
\.::.../ CULVERT WORK
GENERAL NOTES:
SEE PLAN AND PROFILE SHEETS C1-C15 FOR SIGN
REMOVAL AND RELOCATION
2. STATION 1+00 TO 6+50 ONLY: CUT OR GRIND STUMPS NO
MORE THAN 18' BELOW FINISHED GRADE. EQUIPMENT THAT
DISTURBS SOILS BELOW THIS LIMIT WILL NOT BE ALLOWED.
3. THE TRAIL SEGMENT LOCATED BETWEEN STA 1+00 AND
5+50 IS LOCATED ON AN ARCHAEOLOGICAL SITE. THE
CONTRACTOR IS ALERTED TO SECTION 1-07 16(4) OF THE
STANDARD SPECIFICATIONS.
4. A PORTION OF ASPHALT REMOVAL IS UNDERLAIN BY A
CONCRETE BRIDGE APPROACH SLAB, WHERE NOTED ON THE
PLAN. ASPHALT REMOVAL SHALL NOT DAMAGE THE SLAB.
REFER TO DETAlL H ON SHEET CS1 FOR SCARIFICATION
DETAILS.
LEGEND:
SAWCUT
~ CEMENT CONC SIDEWALK REMOVAL
~ ASPHALT CONC. PAVEMENT REMOVAL
--)1(--HIGH VISIBIUTY FENCE OR HIGH VISIBILITY SILT
FENCE, SEE PLANS
-D-D-SILT FENCE
@ INLET PROTECTION
~ RIP RAP REMOVAL
100% REVIEW SUBMITTAL FOR RENTON
NOT FOR CONSTRUCTION
CLEARING, GRADING AND
TESC PLAN
DR~WINC NO.
17 OF 65
TESC9
,·
PAVED TRAIL
16' It_
,·
PAVED TRAIL
,.
PAVED TRAIL
'-16'
,·
PAVED TRAIL
,·
SHThR
5' /EXISTING
' GROUND
~
,·
PAVED TRAIL
'-ff
6'
PAVED TRAIL
2' CONSTRUCTION NOTES:
0 Ht.IA CL. va· PG 64-22.
5~
/sEE NOTE ~
FOR SECTION A
PROFILE
'"''" lJ....!rE....i' 'SEE NOTE 2 \....6 --1!..-
,,-:-·
6 3:1, TYP( 6
0 CRUSHED SURFACING BASE COURSE.
0 SELECT BORROW INCL. HAUL
~
" i
3
' 1
A-LINE STA 1+00 TO 10+36
A-LINE STA 11+25TO 15+38
B-UNE STA 104-t60 TO 106+15
B-UNE STA 125+,15 TO 126+75
TYPICAL SECTION CF)
NO SCALE
FOR SECTION A
lEXISTING
GROUND
SECTION A NQTFS:
1. 0.5% FROM A-LINE STA 4+34-LT TO
STA 4+82 LT.
2. 2:1 FRQl,I A-UN[ STA 1 H-50 RT TO
STA 13+00 RT.
3. B-LINE TRANSITIONS FROM SECTION C AT STA
104+00 TO SECTION A AT STA 104+60.
4. 8-UNE TRANSITIONS FROM SECTION A AT STA
106+15 TO SECTION CAT STA 10tit75.
5. B-UNE 1RANSITIONS FROM SECTION C AT STA
124+85 TO SECTION A AT STA 125+45.
6. B-LJNE TRANSITIONS fROt.l SECTION A AT STA
126+ 75 TO SECTION C STA 127+35.
1· --+-'-+---
9
(
EXISTING
GROUND
TRAIL SECTION WITH FENCE
,· -
WALL II
r EXISTING GROUND
RESTORED WITH
NATIVE SOILS
.D 2
"~":· .... , ... , :·~
3
A-LINE STA 10+36 TO 11+25
A-LINE STA 15+96 TO 16+28
TYPICAL SECTION (i)
NO SCALE
VARIES
EXliG BRIDGE_/
APPROACH SLAB
'
C-LINE STA201+19 TO 2D1+26
TYPICAL SECTION (D
NO SCALE
VARIES ~ .,.
6", 11 I
0 r • i
• i • ?
' ! • ~
I
0
6
i
~
~
~
f
!
1 s
~
s
WALL #4 ( 7
~:v~g \
RESTORED \
WfrH NATIVE
SOILS
~
11~
~1!! ~~ •
...
TRAIL SECTION WITH WALL ANO FENCE
TOP or _J
ROADWAY
~lz !!,I :i
~~
TRAIL SECTION WITH WAU AND
BLOCK PEDESTRIAN BARRIER
.,.
011
7 ) WALL 15
(
EXISTING
GROUND
RESTORED WfrH
NATIVE SOILS
11l..§:_
CITY OF RENTON LUA15-00257 SSDP, S-CUP, AND S-V
a : 6 REVISIONS DA TE EIY OESrGNED
J. DVORAK ONE INCH AT FUl-1-SCALE.
DRA\\N F NDT, SC41..e ACcOltDINGLY a CHE~E~ILLER 1 "LLBL152108+PAT2T2CCS 01
C-LINE ST A 201 +.t3 TO 203+58
TYPICAL SECTION ('.f'\
NO SCALE
6" RED BRICK RUNNING BOND
STAMPED CONCREIT, TYP
GRADE TO DRAIN
11 1 4• 11 \J.Q"1
RAISED TRAFFIC ISLAND AT MONSTER ROAD
TYPICAL SECTION /G'\
NO SCALE
,·
f7'\ CEMENT CONCRETE SIDEWALK PER
\:.) WSOOT STO PLAN F-:50. 10-03.
EXISTING ] 0 HMA CL. 1/2' PG 6-4--22.
3:1, TYP
"'-EXISTING
GROUND
GROUND
WALL 12 ( 7
EXISTING ~
GROUND
RESTORED
WITH NATh'E
SOILS
3,1, TYP
~r""""' GROUND
3
B-LINE STA 101+23 TO 104+()0*1t
8-LINE STA 106+75 TO 12'+85
B-LINE STA 127+35 TO 143+18
" SEE NOTES 3, 4, 5,
AND 6 FOR SECTION A
•• SEE DETAILED GRADING
AT SHEET C15
TYPICAL SECTION ffi
NO SCALE 2'-6"
~
40•
11\.£
TRAIL SECTION WITH WALL AND
BLOCK PEDESTRIAN BARRtER
PROPOSED
CEMENT CONC.
EXISTING SIDEWALK \
CEMENT CONC. . ~
SIDEWALK~ ..--,,, -.,,. " ." ~
13-INCH _/,
EXIST1NG BRIDGE ..:
APPROACH SLAB ~
~
BRIDGE
EXPANSION
JOINT~
POINT A . '
9
WALL #3A AND
WALL #36
__........-EXIST1NG GROUND
...,-RESTORED WITH
NATIVE SOILS
I".r11
TRAIL SECTION WITH WALL AND FENCE
VARIES 1' TYP
TO 2'-6" AT
~
-w
TRAIL SECTION WITH FENCE
9
_,,,---EXISTING
/ GROUND
CEMENT CONC. SIDEWALK, VARIES 2"-6".
FLUSH WITH ADJOINING DRIVEWAY
i£.,;;, ,.
2-INCH MAXIMUl.t DEPTH PARTIAL
CONCRETE PAVEMENT REMOVAL,
REDUCE THICKNESS OF REMOVAL IF
REINFORCEMENT IS ENCOUNTERED
' m
~
'41~-
~,;"~'3'
CEME!if CONC. DRIVEWAY
SECTION
' C • ~
' 0 • ~
CEMENT CONG.
SIDEWALK
' , .STA C 2.G1+26.657
~~ ~1'1/,
2-INCH PARTIAL
DEPTH CONCRETE
PAVEMENT REMOVAL·
PLAN
' .:; .
~-
© 4' TOPSOIL TYPE A AND SEEDING,
FERTILIZING AND MULCHING.
0 GRAVITY BLOCK WALL, OfFSCT "5 NOTED
IN CROSS-SECTION. SEE ADDITIONAL
DETAILS ON SHffi WP1.
©
©
®
(0
CEMENT CONG TRAFFIC CURB AND GUTTER
PER WSDOT STD PLAN F-10.12-03
-4-· HIGH COATED CHAIN LINK F£NCE TYPE 6
WITH TOP RAIL PER WSDOT STD PLAN FS-2.
CEMENT CONC. TRAFFIC CURB PER WSOOT
STD. PLAN F-10.12-03
CRUSHED SURFACING TOP COURSE
MONSTER ROAD SIDEWALK/DRIVEWAY
DETAIL ffi
NO SCALE
100% REVIEW SUBMITTAL FOR RENTON
NOT FOR CONSTRUCTION
PR0.£CT NAM[ DRAWING NO
1B OF BS
ENGIMEE~ ..... PU.NNIMQ ~--l<T•Lacl...C:~
LAKE TO SOUND TRAIL
SEGMENT A TYPICAL CROSS SECTIONS
.,_. 0. KIKUTA JO\i°4-1521-0B4 (A/2Cl § APPROVED DA1bECEMBER 2016 I I I GREEN RIVER TRAIL TO NACHES AVE SW
CS1
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BEGIN PROJECT
BP STA 1+00
'. '. '-..._ KC P~t,l(t~a:IO'.lli&:i / 1
..... -----TRIICT]ORlNJ(IISIPJ!liJ.NIJS~ I
-...., -----1 STA 4+82 8 O'LT , '
", --...Qli_WM / ENDO 5% CUT SLOPE;----
@sTA 1+02.
40
35
30
', --+C!:.Q'.2 SIDE ONLY) , I
GREEN RIVER TRAIL ',, 1 --7---tN
g \ I , IC.)
'
\
'f II ', ,STA 4+34, 8.0'LT '
-! KC P'1lCEL NC 7119500}!;0 t-' EASEMENT #7203020421 -.... BEGIN 0.5% CUT SLOPE/ /~ an-CfMIIILA LI.I
10.0'RT_,, , \ 150' WIDE DRAINAGE DITCH J '',,, (LEFT SIDE ONLY) / / "''"=00 •-=•
1
~
. '-',, _/_,___ I ,' _,,1111
' \ ~ ---. :' --,___ I -d'.c.·,::_·'_C,-=·L "-w \ ~ I1'" ··,, 1----~ --W
~
' "· ,-----=---.... _L_ -II) ,,, ' 't ----~ _.L---\----/~~ w '\ \ ) __.,..,,,-,-;. ---:::.----,;;:,;_____ ~=-=---=--=-= ", ~~ ___ , _____ , _____ r .____ _//---,..,:-~-·-----,-----·----1~
-,~ ,-.___ =---=="""~~---'=------~ l::c -~ . ---------------------____.;-~/:.--~/-
PVI STA 1+00 00
,,~~: ~----------~ --1--------~~~--_A·~ --+--------~ --~ ---~ j/ ~ ·----"':,~---, ----_, -~----=,-~ --+ --__ , -----'-----, ----+-___ , ----_, -----,-----, ---__ , -----, _____ , _____ , ___ ---.-,----:~
FORT DENT PARK
0
PLAN ®
SCALE IN FEET N
20 40
g
0
10+36 1+00 TO I
@ID
KC P>.IC[l NO. 2~lJ04~::<JI
CITYOflUKll!L.*,
100· vc
P\ll STA 4+-60.00
EL=22 84'
K=-49.22
I
I
I
I
I
I
40
35
30
rEC-23.H
25 ·
FINISHED
GRADE
i'
~
~ i'll 25
20
15
10
~
.-;
N
1+00
~ N
.-; .-;
N N
CITY OF RENTON LUA15-00257 SSDP, S-CUP, AND S-V
0
~
N
:'I ,,;
N
2+00
00
0
~
N
9.99;
~
0 ,,;
N
EXISTINGJ
GROUND
0
,-i
N
~
~w w8
Cl~
11 m ~ m m
N N
N N
3'00
A-LINE PROFILE
HORIZ: 1 "=20'
VERT: 1 "=5'
~ m
N
N
:;:
N
N
a:
" N
4+o0
~
00
N
N
m
00
N
N " '1
00 m
;:;
5+00
]d
-2.12,: --20
15
10
00 ~
~ m
;:; ~
0+50
i:: 6 RE\•1510'15 DATE BY DESIGNED
rf:_ J. DVORAK ONE INCH AT FULL SCALE.
PRO.£CI NAME
DRA\IN IF NOT, SCALE ACCORDIHGLY
CIVIL CONSTRUCTION NOTES:
NOTES 1-6 APPLY ONLY TO SHEET C5 AND
Kb.VE NOT BEEN INCLUDED HERE.
r-:\ BEAM GUARDRAIL ANCHOR TYPE 10,
\:J PER WSDOT STD PLAN C-23.60-03
© GUARDRAIL CONNECTION TO BRIDGE
CONCRETE BARRIER, PER WSDOT STD
PLAN C-7, DESIGN F.
17:\ INSTALL BEAM GUARDRAIL TYPE 31
\:_J PER WSDOT STD. PLAN C-20.10-03
AND C-18.
@ NOT USED
~ INSTALL REMOVABLE BOLLARD
\..'...:/ PER DETAIL 1 ANO 3, SHEET 01.
r::::,.. INSTALL FIXED BOLLARD PER ~ DETAIL 2 AND 3, SHEET 01.
@ INSTALL BOLLARD STRIPING PER
DETAIL 5, SHEET 01.
/;;\ INSTALL CONCRETE WARNING BAND
\:.:J PER DETAIL 4, SHEET 01.
~ INSTALL FENCED CANOPY PER
'-J SHEET 03.
G\ INSTALL 48" CATCH BASIN TYPE 2 ~ PER WSDOT STD. PLAN 8-10.20-01
WITH OVER FLOW STRUCTURE PER
COR STD. PLAN 234.20.
C\ INSTALL CORRUGATED POLYETHYLENE
\;..:J STORM SEWER PIPE 12 IN. DIAM.,
LENGTH K5 NOTED ON PLANS.
Q INSTl>lL TYPE 1 REST STOP. SEE
'.J DETAIL 2, SHEET D2.
Q INSTl>lL SOLID WALL PVC CULV.
\).,::,) PIPE, LENGTH AS NOTED ON
PLANS.
~ COATED CHAIN LINK FENCE WITH
'.:-.::J TOP RAIL, TYPE AS SPECIFIED ON
PLANS, PER WSOOT STD PLAN
FS-2
~ INSTl>lL GRAVITY BLOCK WALL. SEE
\:.:I CS ANO WP SHEETS FOR DETAILS.
f;;;\, INSTALL CEMENT CONC. DRIVEWAY
~ TYPE C1 PER COR STD. PLAN 104
AND 104.2. SEE DETAIL 1 ON
SHEET 02.
r::;".;\, INSTALL SPLIT RAIL FENCE PER
\;:.;;) DETAIL 5, SHEET 04.
~ INSTALL 4"X4"X7' PRESSURE
~ TREATED POST FOR FUTURE PET
WASTE STATION. SEE DETAIL 4 ON
SHEET 02
r:, SEE SIGN SCHEDULE ON SHEET
L..:.l C15
GENERAL NOTES:
SEE SHEET CS1 FOR TYPICAL CROSS
SECTIONS.
2. SEE SPECIAL PROVISIONS ANO DETAIL 1
ON SHEET 03 FOR ROOT PRUNING ANO
ROOT BARRIER PLACEMENT ALONG THE
TRAIL Af.lGNMENT.
100% REVIEW SUBMITTAL FOR RENTON
NOT FOR CONSTRUCTION
DRA\MNG NO
19 OF 65
M. MILLER FllE ~Al,<E D MP' T ElfGO .. EERl,oG P ..... N .. "" EN,.,RON...-NT~C OCIENCE!I SEGM
". CHECK£C BL1521084PAT2T2CC-C1 ~1,~-.. -,0t•-uvE'lVE,,E •~'"'"" I I rL"" ,.,.., rr>VrlLIC 11 I
c:. o. KIKUTA ---5iQ4 1521 084 iAl2CI ... i':~f;,\'.,:;:~'~;.1;:,~:~· C1
LAKE TO SOUND TRAIL
ENTA
~ APPRO\o!D DATE ...... ,.,.,.,.,.,"~ GREEN RIVER TRAIL TO NACHES AVE SW
:S DECEMBER 2016
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~ OVERHEAD
WATERUNEl\
~· ---' ~1
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"5 ~ % o ~ " '"'~!-'" I (..)~ E::515~ \
(';cc;~ .~~-----------------------
·z ~w I ••-• ----------1'/L [c,~> _ .. _ ' MCU nao,;," ----o, _.. , '" uc~.co. I
\
KIWG coum [
!ROJ::13/l!IlllO~SHOOflJ,Nl)S 1
-----------______ _fiL--------j
I ,
.. •, OHWM --------L' u -
L-KCF\IJ!Ctlr..o.m~500:l60 :
r--CITY or TUK'MLA LI.I l~ll:T J6 R(l,][ltl Sl()R(WllS I !!!• ,,,,-__ ,___ ,-
' KC Plf!l'..El. !Kl /229$00J50 -~ w
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E"IGINB!R100 , PI.ANNIOO , EtMROMMENTAL SCIENCE!
PRO.CCT NAI-AE
LAKE TO SOUND TRAIL
SEGMENT A
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CIVIL CONSTRUCTION NOTES:
NOTES 1-6 APPLY ONLY TO SHEET C5 AND
HAVE NOT BEEN INCLUDED HERE.
~ BEAM GUARDRAIL ANCHOR TYPE 10,
V PER WSDOT STD PLAN C-23.60-03.
fo'\ GUARDRAIL CONNECTION TO BRIDGE
\.V CONCRETE BARRIER, PER WSDOT STD.
PLAN C-7, DESIGN F .
fn\ INSTALL BEAM GUARDRAIL TYPE 31
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ANO C-18.
@ NOT USED
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r,';;\ INSTALL FIXED BOLLARD PER
v.::J DETAIL 2 AND 3, SHEET 01.
@ INSTALL BOLLARD STRIPING PER
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r,";\ INSTALL CONCRETE WARNING BAND
\.Y PER DETAIL 4, SHEET D1.
~ INSTALL FENCED CANOPY PER
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@
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INSTALL 48" CATCH BASIN TYPE 2
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WITH OVER FLOW STRUCTURE PER
COR STD. PLAN 234.20.
INSTALL CORRUGATED POLYETHYLENE
STORM SEWER PIPE 12 IN. DIAM.,
LENGTH AS NOTED ON PLANS.
~ INSTAU TYPE 1 REST STOP. SEE ~ DETAIL 2, SHEET 02.
e INSTALL SOLID WALL PVC CULV.
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0 COATED CHAIN LINK FENCE WITH
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t::';\ INSTALL GRAVITY BLOCK WALL SEE
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~ INSTALL CEMENT CONC. DRIVEWAY
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SHEET 02.
~ INSTALL SPLIT RAIL FENCE PER
\.;:::J DETAIL 5, SHEET D4.
r:::-.i INSTALL 4"X4~X7' PRESSURE
'v TREATED POST FOR FUTURE PET
WASTE STATION. SEE DETAIL 4 ON
SHEET D2.
GENERAL NOTES:
SEE SHEET CS1 FOR TYPICAL CROSS
SECTIONS.
2. SEE SPECIAL PROVISIONS AND DETAIL 1
ON SHEET D3 FOR ROOT PRUNING AND
ROOT BARRIER PLACDAENT ALONG THE
TRAIL ALIGNMENT.
100% REVIEW SUBMITIAL FOR RENTON
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-"'"';;:"ft' .~/~--~-.-:---~-.ft "" BLACKRIVER -~ r---CIVILCONSTRUCTIONNOTES:
_--;,.~:ffo / \ '\ "' 7",t,.o,. , "1-.:;CCi\ltW~RTll'JREPORT ~1 'J&. --_ HAYE NOT BEEN INCLUDED HERE. --~..:i-':;; 0) , '-, "' ~r-~ ..... --. -------~
----'If.~-?!< ~--P-/' , -.. 0.A --~ BEAM GUARDRAIL ANCHOR TYPE 10
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--------~ ....-/ \,p \_ --~-"-----ROAD CHAN IJ7.ATION / CJT(OHENI()< £o\ GUARDRAIL CONNECTION TO BRIDGE
_.,.--------------.\~' ~-1)iw-'fP' ~ ----.._____---------<: AND GRADING"""""" : ~ CONCRETE BARRIER, PER WSDOT STD \ ---__ _.---y .c•'§';o•''"' \ ------~-. '-..._ "o '-\ PLAN C-7, DESIGN F.
\ __ ___........-.,,....:C--.-. /, --------~-----'~ STA 1J+88, 32.1'LT"'-~ ~ 0 INSTALL BEAM GUARDRAIL TYPE 31 ______ ----------7----STA 13+71-----. END~ ~ ~ -..., ('-. PER WSOOT STD. PLAN C-20.10-03 ' p------/' STA 13+58, 9.31T I -, "'-EYL '' 7· \'-~ AND C-18 / " BEGIN --.,C: • ........._ ........._ )i --~c=...c.:.:---,--.. , STA 13+00 , \ , -~ / • '· '-~ @ NOT USED ~ _-,-----=--------.::.."<_ END 2 1 SIDESLOPES "-g 8 ....____ ........._ "V,>.\ --:..~ -+--_ __ ---~........... ,/ (RIGHT SIDE ONLY)~ STA l.3+340-\ ~ \ ,r-0 · ~-.. _-·.<.,l_---J \. ........._ '11\ INSTALL REMOVABLE BOLLARD
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~ 0<~ ----___ -.._..__ '--.._ ·--,f--, _____ , _____ ,___ _ ___ 0 =?~-'"->>,. ·,, , DETAIL 2 AND 3, SHEET DI.
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~~ \ STA 11+25 -............,,"">-,' \-..___ _ __ ~+00~-_ ___________-~-....... --~··· · . " t;":j'\ INSTALL CONCRETE WARNING BAND
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1
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:.of\., , ---c-----c--/ / -----r:,--·yc-----c-----c-----c-----c-----c-----e=: ---=~=-:::;----l -~-1 fA 13+65 12 :---.... 28 o· LT~--...::: ~,I... \:.J SHEET 03
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"'\ LCssa:-UPl!R ;------------\--------STA 11+25 TO 1', ~STA 14+19 ;~~ ' STA 14+97 14 ;t @PER WSDOT STD. PLA.N B-1020-01
,' L STA 11+50 STA 15+39 cs S E 1 -~, ~ ~ ---..____ ....._ ......._, C,, WITH OVER FLOW STRUCTURE. PER
\ / BEGIN 2 1 SIDESLOPES D2 I ·-. "'>' ·,. ..._ , ty COR STD PLAN 234.20.
I ----_ -. ___ .. _ ~ \:.:.) STORM SEWER PIPE 12 IN. DIAM \ ,' (RIGHT SIDE ONLY) PLAN (:t) --.......__ ~ ~'~------.. ....... --h"! fi7'\ INSTALL CORRUGATED POLYETHYLENE
\ I SCALE IN FEET y --14 STA 14+42 ·-..._,_ ~ LENGTH AS NOTED ON PLANS. .,
STA 14+23, 9.0' RT / ~
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35
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30 SHEET 02.
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2. SEE SPECIAL PROVISIONS ANO DETAIL 1
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20 LEGEND:
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HORIZ 1 ''=20'
VERT: 1 ··"'5•
CITY OF RENTON LUA15-00257 SSDP, S-CUP, AND S-V
OVER 4-IN CSBC
100% REVIEW SUBMITTAL FOR RENTON
NOT FOR CONSTRUCTION
~ I D j RE~~ONS DATE DESICNEO
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M. MILLER llt. NA,.c DiRJ'JFT ENGINEERl,G.PLANM1MG.ENVIRONMENTALSC1EMCES SEGM
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CML CONSTRUCTION NOTES:
NOTES 1-6 APPLY ONLY TO SHEET CS AND
HAVE NOT BEEN INCLUDED HERE.
(";\. BEAM GUARDRAIL ANCHOR TYPE 10,
V PER WSDOT STD PLAN C-23.60-03
("';\ GUARDRAIL CONNECTION TO BRIDGE
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@ NOT USED
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r.:.\ INSTALL BOLLARD STRIPING PER
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(;;\ INSTALL CONCRETE WARNING BAND
\.:.:I PER DETAIL 4, SHEET DL
~ INSTALL FENCED CANOPY PER
\'..;I SHEET D3.
~ INSTALL 48H CATCH BASIN TYPE 2
\,:_v PER WSDOT STD. PLAN B-10.20-01
WITH OVER FLOW STRUCTURE PER
COR STD. PLAN 234.20.
/;':;\ INSTALL CORRUGATED POLYETHYLENE
v.:.J STORM SEWER PIPE 12 IN. DIAM.,
LENGTH AS NOTED ON PLANS.
~ INSTALL TYPE 1 REST STOP. SEE ~ DETAIL 2, SHEET D2.
~ INSTALL SOLID WALL PVC CULV.
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\::.Y CS AND WP SHEETS FOR DETAILS.
~ INSTALL CEMENT CONC. DRIVEWAY
\::Y TYPE C1 PER COR STD. PLAN 104
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SHEET 02.
(:;:\ INSTALL SPLIT RAIL FENCE PER
'-::::J DETAIL 5, SHEET 04.
I':::\ INSTALL 4"X4~X7' PRESSURE
\::.:.J TREATED POST FOR FUTURE PET
WASTE STATION. SEE DETAIL 4 ON
SHEET D2.
rv, SEE SIGN SCHEDULE ON SHEET
l2.J C15.
GENERAL NOTES:
1. SEE SHEET CS1 FOR TYPICAL CROSS
SECTIONS.
2. SEE SPECIAL PROVISIONS AND DETAIL 1
ON SHEET 03 FOR ROOT PRUNING AND
ROOT BARRIER PLACEMENT ALONG THE
TRAIL ALIGNMENT.
LEGEND:
~ 12-INCH DEPTH QUARRY
SPALL$ PER WSDOT STD
SPECIFICATION 8-15,
OVER CONSTRUCTION
GEOTEXTILE FOR
PERMANENT EROSION
CONTROL.
100% REVIEW SUBMITTAL FOR RENTON
NOT FOR CONSTRUCTION
PLAN AND PROFILE
ORAW!NC NO
22 OF 65
C4
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0
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~ INSTALL CEMENT CONC. SIDEWALK PER
V WSDOT STD. PLAN F-30.10-01.
C\ INSTALL CEMENT CONC. TRAFFIC CURB
\V AND GUTIER PER WSDOT STD. PLAN
F-10.12-03.
---0 INSTALL CEMENT CONC. TRAFFIC CURB
V PER WSDOT STD. PLAN F-10.12-03.
/";\ INSTALL PERPENDICULAR CURB RAMP
'2J PER WSDOT STD. PLAN F-40.15-02.
----f7'\ INSTALL SINGLE DIRECTION CURB
V RAMP PER WSDOT STD. PLAN
F-40.16-02.
(';'\ RAISE EXISTING MANHOLE OR CATCH
\V BASIN TO FINISHED GRADE.
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0 DOUBLE YELLOW CENTER LINE WITH RP. M'S,
PER COR STD. PLAN H001 AND H007
r:;\_ THERMOPLASTIC CROSSWALK PER CDR
~ STD. PLAN 127.
/7\ THERMOPLASTIC 24-INCH STOP BAR
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\\_ RELOCATE _ -IN. DIAMETER WATER SERVICE
ANO REPLACE WATER METER BOX (2 EA)
PER CITY OF RENTON STD. DTL. 320.03.
SEE SECTION 7-15 OF THE SPECIAL PROVISIONS.
'
/.-AFIX DETECTABLE WARNING SURFACE PER WSDOT
//. STD PLAN F-45.10-02 TO SIDEWALK PANEL.
/
NOTE: DETECTABLE WARNING SURFACE FOR ALL
OTHER RAMPS ARE INCLUDED, BY REFERENCE, IN
_ Tl:IQR RESPECTIVE DETAILS.
D
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CHANNELIZATION AND
STORM DRAINAGE SYSTEM
DETAIL ffi
1"=10'
PROJ:CT NAME
PLAN
SCALE IN FEET
20 40
~ r;;\ PLASTIC TRAFFIC ARROW PER COR
\:::/ STD. PLAN HD09
0 GORE AREA MARKINGS WITH RPM'S,
PER COR STD. PLAN H008.
STORM DRAINAGE NOTES:
[!]
0
OJ
0
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0
0
INSTALL CATCH BASIN TYPE 1 PER WSOOT
STD. PLAN 8-5.20-01 WITH RECTANGULAR
VANED GRATE PER WSDOT STD PLAN
8-30.30-01.
INSTALL CATCH BASIN TYPE 1 PER
WSDOT STD PLAN 8-5.20-01 WITH
RECTANGULAR LOCKING SOLID METAL
COVER PER WSDOT STD PLAN
8-30.20-02. CONNECT TO EXISTING
PIPE
CONNECTION TO DRAINAGE STRUCTURE.
INSTALL CORRUGATED POLYETHYLENE
STORM SEWER PIPE 12 IN. DIAM.,
LENGTH AS NOTED ON PLANS
INSTALL CB TiPE 2 48" DIAM. PER
WSDOT STD PLAN 8-10.20-0 l WITH
RECTANGULAR VANED GRATE PER
WSDOT STD PLAN 8-30.30-01.
POSSIBLE UTILITY CONFLICT. POTHOLE
TD VERIFY UTILITi LOCATION ANO
ELEVATION PRIOR TD CONSTRUCTION
OF STORM DRAIN SYSTEM.
INSTALL CIRCULAR FRAME (RING) AND
COVER TYPE 2 PER WSOOT STD PLAN
B-30.70-03
GENERAL NOTES:
1. SEE SHEET CS1 FOR TYPICAL CROSS
SECTIONS.
2. SEE SHEET C16 FOR GRADING PLAN
LEGEND:
c::::::::J
c::::::::J
c::::::::J
c::::::::J
c::::::::J
ROADWAY PAVEMENT REPAIR.
SEE APPLICABLE SECTIONS
ON SHEET CS1.
CEMENT CONC. SIDEWALK
DETECTABLE WARNING SURFACE
PATIERNED CEMENT CONC
PAVEMENT FOR DRIVEWAYS
DRIVEWAY RESTORATION,
4-IN COMMERCIAL HMA
OVER 4-IN CSTC
1DO% REVIEW SUBMITTAL FOR RENTON
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DRAWING t<O
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~ I 6 I RE\IISIONS "~ " OESICNED
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CIVIL CONSTRUCTION NOTES:
NOTES 1-6 APPLY ONLY TO SHEET C5 AND
HAVE NOT BEEN INCLUDED HERE.
,-;'\ BEAM GUARDRAIL ANCHOR TYPE 10,
\.:.J PER WSDOT STD PLAN C-23.60-03
© GUARDRAIL CONNECTION TO BRIDGE
CONCRETE BARRIER, PER WSDOT STD
PLAN C-7, DESIGN F.
© INSTALL BEAM GUARDRAIL TYPE 31
PER WSDOT STD. PLAN C-20.10-03
AND C-1B.
@ NOT USED
r.:'\ INSTALL REMOVABLE BOLLARD ~ PER DETAIL 1 AND 3, SHEET 01.
r,:;'\ INSTALL FIXED BOLLARD PER
\:.Y DETAIL 2 AND 3, SHEET 01.
/;;\ INSTALL BOLLARD STRIPING PER
\:.J DETAIL 5, SHEET 01.
(';;\ INSTALL CONCRETE WARNING BAND ~ PER DETAIL 4, SHEET 01.
~ INSTALL FENCED CANOPY PER
\:.::.I SHEET 03.
(';;\ INSTALL 48n CATCH BASIN TYPE 2
\!..V PER WSDOT STD. PLAN 8-10.20-01
WITH OVER FLOW STRUCTURE PER
COR STD. PLAN 234.20.
~ INSTALL CORRUGATED POLYETHYLENE ~ STORM SEWER PIPE 12 IN. DIAM.,
LENGTH AS NOTED ON PLANS.
~ INSTALL TYPE 1 REST STOP. SEE
\,'.,V DETAIL 2, SHEET 02.
r.;:;\ INSTALL SOLID WALL PVC CULV.
\:.:,) PIPE, LENGTH AS NOTED ON
PLANS.
(:;::\ COATED CHAIN LINK FENCE WITH
~ TOP RAIL, TYPE AS SPECIFIED ON
PLANS, PER WSDOT STD PLAN
FS-2
('.:;";'\ INSTALL GRAVITY BLOCK WALL. SEE
\::.:) CS AND WP SHEETS FOR DETAILS .
~ INSTALL CEMENT CONC. DRIVEWAY
\::.:;/ TYPE C1 PER COR STD. PLAN 104
ANO 104.2. SEE DETAIL 1 ON
SHEET 02.
~ INSTALL SPLIT RAIL FENCE PER
\!::.J DETAIL 5, SHEET 04.
C\ INSTALL 4"X4nX7' PRESSURE ~ TREATED POST FOR FUTURE PET
WASTE STATION. SEE DETAIL 4 ON
SHEET 02.
GENERAL NOTES:
1. SEE SHEET CS1 FOR 1YPICAL CROSS
SECTIONS.
2. SEE SPECIAL PROVISIONS AND DETAIL 1
ON SHEET 03 FOR ROOT PRUNING AND
ROOT BARRIER PLACEMENT ALONG THE
TRAIL ALIGNMENT.
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NOT FOR CONSTRUCTION
oe,~ FN=.=~-~=v I
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CIVIL CONSTRUCTION NOTES:
NOTES 1-6 APPLY ONLY TO SHEET CS AND
HAVE NOT BEEN INCLUDED HERE.
/";\ BEAM GUARDRAIL ANCHOR TYPE 10,
\.:..J PER WSDOT STD PLAN C-23.60-03.
© GUARDRAIL CONNECTION TO BRIDGE
CONCRETE BARRIER, PER WSDOT STD
PLAN C-7, DESIGN F.
© INSTALL BEAM GUARDRAIL TYPE 31
PER WSDOT STD. PLAN C-20.10-0J
AND C-18.
@ NOT USED
r.;\ INSTALL REMOVABLE BOLLARD
\:..Y PER DETAIL 1 AND 3, SHEET 01.
@ INSTALL FIXED BOLLARD PER
DETAIL 2 AND 3, SHEET 01.
@) INSTALL BOLLARD STRIPING PER
DETAIL 5, SHEET 01.
t:':\ INSTALL CONCRETE WARNING BAND
Q PER DETAIL 4, SHEET 01.
~ INSTALL FENCED CANOPY PER
~ SHEET 03.
r:;'\ INSTALL 48" CATCH BASIN TYPE 2 ~ PER WSDOT STD. PL..,AN 8-10.20-01
WITH OVER FLOW STRUCTURE PER
COR STD. PLAN 234.20.
f':";\ INST.6lL CORRUGATED POLYETHYLENE
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LENGTH AS NOTED ON PLANS.
r,';\ INSTALL TYPE 1 REST STOP. SEE
\J DETAIL 2, SHEET 02.
(";;:\ INSTALL SOLJD WALL PVC CULV
~ PIPE, LENGTH AS NOTED ON
PLANS.
~ COATED CHAIN LINK FENCE WITH
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PLANS, PER WSDOT STD PLAN
FS-2
~ INSTALL GRAVITY BLOCK WALL SEE,
\:;.Y CS AND WP SHEETS FOR DETAILS
r:;::i._ INSTALL CEMENT CONC. DRIVEWAY
\.:;:;) TYPE C1 PER COR STD. PLAN 104
AND 104.2. SEE DETAIL 1 ON
SHEET 02
~ INSTALL SPLIT RAIL FENCE PER
'-/ DETAIL 5, SHEET 04.
~ INSTALL 4"X4 "X7' PRESSURE
V::,/ TREATED POST FOR FUTURE PET
WASTE STATION. SEE DETAIL 4 ON
SHEET 02
GENERAL NOTES:
SEE SHEET CS 1 FOR TYPICAL CROSS
SECTIONS.
0 12• CUL\1£RT
\
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GROUND
~w
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CIVIL CONSTRUCTION NOTES:
NOTES 1-6 APPLY ONLY TO SHEET C5 AND
HAVE NOT BEEN INCLUDED HERE.
/";\ BEAM GUARDRAIL ANCHOR TYPE 10,
\.:..J PER WSDOT STD PLAN C-23.60-03
(7\ GUARDRAIL CONNECTION TO BRIDGE
~ CONCRETE BARRIER, PER WSDOT STD
PLAN C-7, DESIGN F.
I"'::\ INSTALL BEAM GUARDRAIL TYPE 31
\:..J PER WSDOT STD. PLAN C-20.10-03
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r;"':;\ INSTALL REMOVABLE BOLLARD
\:..:,/ PER DETAIL 1 AND 3, SHEET 01.
Q INSTALL FIXED BOLLARD PER
\:.Y DETAIL 2 AND J, SHEET D1.
@ INSTALL BOLLARD STRIPING PER
DETAIL 5, SHEET 01.
fu'\ INSTALL CONCRETE WARNING BAND
'J PER DETAIL 4, SHEET 01.
/.'?\ INSTALL FENCED CANOPY PER
\:.:'..J SHEET 03.
(';"';\ INSTALL 48" CATCH BASIN TYPE 2
\:,V PER WSDOT STD. PLAN B-10.20-01
WITH OVER FLOW STRUCTURE PER
COR STD. PLAN 234.20.
~ INSTALL CORRUGATED POLYETHYLENE
\'.Y STORM SEWER PIPE 12 IN. DIAM.,
LENGTH AS NOTED ON PLANS.
C°\ INSTALL TfPE 1 REST STOP. SEE
\.:.:;:J DETAIL 2, SHEET 02.
r.;:;\ INSTALL SOLID WALL PVC CULV.
\:.,V PIPE, LENGTH AS NOTED ON
PLANS.
f::::'\ COATED CHAIN LINK FENCE WITH
\v TOP RAIL, TYPE AS SPECIFIED ON
PLANS, PER WSDOT STD PLAN
FS-2.
~ INSTALL GRAVITY BLOCK WALL. SEE
\::.;,I CS AND WP SHEETS FOR DETAILS.
t::.\ INSTALL CEMENT CONC. DRIVEWAY
V::;/ TYPE C1 PER COR STD. PLAN 104
AND 104.2. SEE DETAIL 1 ON
SHEET 02
A INSTALL SPLIT RAIL FENCE PER
~ DETAIL 5, SHEET 04.
C':\ INSTALL 4"X4"X7' PRESSURE
~ TREATED POST FOR FUTURE PET
WASTE STATION. SEE DETAIL 4 ON
SHEET 02 .
GENERAL NOTES:
1 . SEE $HECT CS 1 FOR TYPICAL CROSS
SECTIONS.
2 SEE SPECIAL PROVISIONS AND DETAIL 1
ON SHEET DJ FOR ROOT PRUNING AND
ROOT BARRIER PLACE~ENT ALONG THE
TRAIL ALIGNMENT.
, I ..:c;,r'.:'.Y~o;F~RE~N'.;T~ON:!_:LU;::A~1,:5:-o:;::o::2:s:_7_:S::_SD:'.:P::.,...;s;:-1c7:u~P,_;A_;N;:Df,7"s-_v~oics~"9"?,'=;----==~ ~ "~" "'"' LAKE ~~c;"~~~.,"ATRAI~ I PLAN AND PROFILE I I CB I
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APPROVED DATbECEMBER 2016
l 100% REVIEW SUBMITTAL FOR RENTON
NOT FOR CONSTRUCTION
DRA~NG NO
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118+00
~
00
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20
15
N
~
N
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118+50
CIVIL CONSTRUCTION NOTES:
NOTES 1-6 APPLY ONLY TO SHEET CS AND
HAVE NOT BEEN INCLUDED HERE.
r-:"\ BEA.M GUARDRAIL ANCHOR TYPE 10,
V PER WSDOT STD PLAN C-23.60-03
(7'\ GUARDRAIL CONNECTION TO BRIDGE
\V CONCRETE BARRIER, PER WSDOT STD
PLAN C-7, DESIGN F.
~ INSTALL BEAM GUARDRAIL TYPE 31
\V PER WSDOT STD. PLAN C-20.10-03
AND C-1B e NOT USED
~ INSTALL REMOVABLE BOLLARD
\:.Y PER DETAIL 1 ANO 3, SHEET 01.
~ INSTALL FIXED BOLLARD PER ~ DETAIL 2 AND 3, SHEET DI
~ INSTALL BOLLARD STRIPING PER
'J DETAIL 5, SHEET D1
f'::\ INSTALL CONCRETE WARNING BAND
\'..Y PER DETAIL 4, SHEET 01.
~ INSTALL FENCED CANOPY PER
V:./ SHEET 03.
/;"';\ INSTALL 48" CATCH BASIN TYPE 2
\:..::I PER WSDOT STD. PLAN B-10.20-01
WITH OVER FLOW STRUCTURE PER
COR STD. PLAN 234.20.
f':'::\ INSTALL CORRUGATED POLYETHYLENE ~ STORM SEWER PIPE 12 IN. DIAM.,
LENGTH AS NOTED ON PLANS.
G\ INSTALL TYPE 1 REST STOP. SEE ~ DETAIL 2, SHEET 02.
r:;::.,. INSTALL SOLID WALL PVC CULV.
V PIPE, LENGTH AS NOTED ON
PLANS.
~ COATED CHAIN LINK FENCE WITH
'.::::J TOP RAIL, TYPE AS SPECIFIED ON
PLANS, PER WSDOT STD PLAN
FS-2.
C:'\ INSTALL GRAVITY BLOCK WALL. SEE
\;:;) CS AND WP SHEETS FOR DETAILS.
(:;;\ INSTALL CEMENT CONC. DRIVEWAY
\:,::; TYPE C1 PER COR STD. PLAN 104
AND 104.2. SEE DETAIL 1 ON
SHEET D2.
@ INSTALL SPLIT RAIL FENCE PER
DETAIL 5, SHEET 04.
t:::\ INSTALL 4''X4"X7' PRESSURE
\!::./ TREATED POST FOR FUTURE PET
WASTE STATION. SEE DETAIL 4 ON
SHEET 02.
GENERAL NOTES:
1. SEE SHEET CS1 FOR TYPICAL CROSS
SECTIONS.
2. SEE SPECIAL PROVISIONS AND DETAIL 1
ON SHEET D3 FOR ROOT PRUNING AND
ROOT BARRIER PLACEMENT ALONG THE
TRAIL ALIGNMENT.
CITY OF RENTON LUA15-00257 SSDP, S-CUP, ANO S-V
100% REVIEW SUBMITIAL FOR RENTON
NOT FOR CONSTRUCTION
~ I 6 I RE''1SWNS DA1E e, D(S1GNEO
J_ DVORAK
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LAKE TO SOUND TRAIL
OOA~NG NO
27 OF 65
M. MILLER
Blt521084PA T2T2CC-C1
~o
554-1521-084 (A/2C
CHECKED
0. KIKUTA
APPf!O\'EO
4ECEMBER 2016
ENOINEERINO. PLAflllUNO. ENvAON..,"1AL SCIENc•s I I SEGMENT A
GREEN RIVER TRAIL TO NACHES AVE SW
PLAN AND PROFILE
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CIVIL CONSTRUCTION NOTES:
NOTES 1-6 APPLY ONLY TO SHEET CS AND
HAVE NOT BEEN INCLUDED HERE.
G'\ BEAM GUARDRAIL ANCHOR TYPE 10,
\.:J PER WSOOT STD PLAN C-23.60-03
fa\ GUARDRAIL CONNECTION TO BRIDGE
\::.J CONCRETE BARRIER, PER WSDOT STD.
PU\N C-7, DESIGN F.
r,;"\ INSTALL BEAM GUARDRAIL TYPE 31
\::._I PER WSOOT STD. PLAN C-20.10-03
AND C-18. ® NOT USED
r;';;\ INSTALL REMOVABLE BOLLARD
~ PER DETAIL I ANO 3, SHEET 01.
~ INSTALL FIXED BOLLARD PER ~ DETAIL 2 AND 3, SHEET 01
@ INSTALL BOLLARD STRIPING PER
DETAJL 5, SHEET 01.
I'::\ INSTALL CONCRETE WARNING BAND
"2/ PER DETAIL 4, SHEET 01.
~ INSTALL FENCED CANOPY PER
\:.::I SHEET 03.
C\ INSTALL 48" CATCH BASIN TYPE 2 ~ PER WSDOT STD. PLAN B-10.20-01
WITH OVER FLOW STRUCTURE PER
COR STD. PLAN 234.20.
(;":;\ INSTALL CORRUGATED POLYETHYLENE
'J STORM SEWER PIPE 12 IN. DIAM.,
LENGTH AS NOTED ON PLANS.
~ INSTALL TYPE 1 REST STOP. SEE ~ DETAIL 2, SHEET D2.
/";;';\ INSTALL SOLID WALL PVC CULV ~ PIPE, LENGTH AS NOTED ON
PLANS.
~ COATED CHAIN LINK FENCE WITH
\.:.::.,I TOP RAIL, TYPE AS SPECIFIED ON
PLANS, PER WSDOT STD PLAN
FS-2.
~ INSTALL GRAVITY BLOCK WALL. SEE
~ CS AND WP SHEETS FOR DETAILS.
~ INSTALL CEMENT CONC. DRIVEWAY
\:..;/ TYPE C1 PER COR STD. PLAN 104
AND 104.2. SEE DETAIL 1 ON
SHEET 02.
~ INSTALL SPLIT RAIL FENCE PER
\;:;:./ DETAIL 5, SHEET 04 .
r:;:\ INSTALL 4HX4ffX7' PRESSURE
~ TREATED POST FOR FUTURE PET
WASTE STATION. SEE DETAIL 4 ON
SHEET 02.
GENERAL NOTES:
1 . SEE SHEET CS 1 FOR TYPICAL CROSS
SECTIONS.
2. SEE SPECIAL PROVISIONS AND DETAIL 1
ON SHEET 03 FOR ROOT PRUNING AND
ROOT BARRIER PLACEMENT ALONG THE
TRAIL ALIGNMENT.
CITY OF RENTON LUA15-00257 SSDP, S-CUP, AND S-V
100% REVIEW SUBMITTAL FOR RENTON
NOT FOR CONSTRUCTION
~ rE I REYISIONS om " DESIGN[[)
J. DVORAK
DRA~
ONE INCi-i AT IFUU. lliM::ALE.
IIF NOT. ec.-.u. Ac:CORDINGI. y
IL NAM
PRO..l:CT NA~[
LAKE TO SOUND TRAIL
SEGMENT A
DRAWING NO.
28 OF 65
DIGIN""ftlNG. PL.ANNING •Nlll~OOJ,OWTAL !.Cl~•s M. MILLER
8l1521 OB-4f'A T2T2CC-C1 PLAN AND PROFILE C>IECKED
0. KIKUTA '" 554-1521-084 {A/2C
GREEN RIVER TRAIL TO NACHES AVE SW APPROI'([)
~ECEMBER 2016
C10
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HORIZ 1"=20'
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CIVIL CONSTRUCTION NOTES:
NOTES 1-6 APPLY ONLY TO SHEET CS ANO
HA.VE NOT BEEN INCLUDED HERE.
('";\ BEAM GUARDRAIL ANCHOR TYPE 10,
\:J PER WSDOT STD PLAN C-23.60-03
© GUARDRAIL CONNECTION TO BRIDGE
CONCRETE BARRIER, PER WSDOT STD.
PLAN C-7, DESIGN F
17:'\ INSTALL BEAM GUARDRAIL TYPE 31
\:_.I PER WSDOT STD. PLAN C-20. 10-03
AND C-18.
@ NOT USED
~ INSTALL REMOVABLE BOLLARD
\'...:I PER DETAIL 1 AND 3, SHEET 01.
(';";;\ INSTALL FIXED BOLLARD PER
~ DETAIL 2 AND 3, SHEET 01.
@ INSTALL BOLL.ARD STRIPING PER
DETAIL 5, SHEET 01.
I':'".:\ INSTALL CONCRETE WARNING BAND
'-J PER DETAIL 4, SHEET 01.
~ INSTALL FENCED CANOPY PER
'-J SHEET D3.
(';";\ INSTALL 48" CATCH BASIN TYPE 2 ~ PER WSDOT STD. PLAN 8-10.20-01
WITH OVER FLOW STRUCTURE PER
COR STD. PLAN 234.20.
r,":;\ INSTALL CORRUGATED POLYETHYLENE
v_:.; STORM SEWER PIPE 12 IN. DIAM.,
LENGTH AS NOTED ON PLANS.
~ INSTALL TYPE 1 REST STOP. SEE
\.'..,'.:;I DETAIL 2, SHEET 02
~ INSTALL SOLID WALL PVC CULV
\:..:J PIPE, LENGTH AS NOTED ON
PLANS.
Q COATED CHAIN LINK FENCE WITH
I..;;:) TOP RAIL, TYPE AS SPECIFIED ON
PLANS, PER WSDOT STD PLAN
FS-2
C';\ INSTALL GRAVITY BLOCK WALL. SEE
\!:.:.I CS AND WP SHEETS FOR DETAILS.
~ INSTALL CEMENT CONC. DRIVEWAY
V:::.J TYPE C1 PER COR STD. PLAN 104
AND 104.2. SEE DETAIL 1 ON
SHEET D2
~ INSTALL SPLIT RAIL F_ ENCE PER
\;;;:; DETAIL 5, SHEET 04
~ INSTALL 4'"x4~X7' PRESSURE
\::.:I TREATED POST FOR FUTURE PET
WASTE STATION. SEE DETAIL 4 ON
SHEET 02.
GENERAL NOTES:
1. SEE SHEET CS 1 FOR TYPICAL CROSS
SECTIONS.
2. SEE SPECIAL PROVISIONS AND DETAIL 1
ON SHEET 03 FOR ROOT PRUNING AND
ROOT BARRIER PLACEMENT ALONG THE
TRAIL ALIGNMENT.
CITY OF RENTON LUA15-00257 SSDP, $-CUP, AND S-V
100% REVIEW SUBMITTAL FOR RENTON
NOT FOR CONSTRUCTION
~ rE I RE"1~10NS om OES1GNED
J. DVORAK
~·~
a,
ONE INCH AT FULL.SCALE.
If' NOT, ~11 JlCCOIIIDINCLY
PR0£CT NAIJC
LAKE TO SOUND TRAIL
SEGMENT A
DRAW.NG NO.
29 OF 65
GREEN RIVER TRAIL TO NACHES AVE SW
M. MILLER IL NAM
BL 1521084PA T2T2CC-C1 PLAN AND PROFILE ENGa,EERll'fG • PLANNIN<'ii , El<l'IRONMENT.o.l. S.CIEHCSS
CHECKED
0. KIKUTA JOB No.
554 1521-084 (A/2C
A"<'R0'/£D DATbECEMBER 2016
C11
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CIVIL CONSTRUCTION NOTES:
NOTES 1-6 APPLY ONLY TO SHEET C5 ANO
HAYE NOT BEEN INCLUDED HERE.
£,\ BEAM GUARDRAIL ANCHOR TYPE 10,
\:./ PER WSDOT STD PLAN C-23.60-03.
17\ GUARDRAIL CONNECTION TO BRIDGE
\::.) CONCRETE BARRIER, PER WSDOT STD.
PLAN C-7, DESIGN F.
,;\ INSTALL BEAM GUARDRAIL TYPE 31
\:.J PER WSDOT STD. PLAN C-20.10-03
AND C-18.
@ NOT USED
~ INSTALL REMOVABLE BOLLARD
\.:..Y PER DETAIL 1 ANO 3, SHEET 01.
(.":;\ INSTALL FIXED BOLLARD PER
i...:.;;/ DETAIL 2 AND 3, SHEET 01.
A_ INSTALL BOLLARD STRIPING PER
\:,;;) DETAIL 5, SHEET 01.
~ INSTALL CONCRETE WARNING BAND
0 PER DETAIL 4, SHEET D1.
f;;_\ INSTALL FENCED CANOPY PER
\;.V SHEET 03.
(:;;\ INSTALL 48n CATCH BASIN TYPE 2 ~ PER WSDOT STD. PLAN 8-10.20-01
WITH OYER FLOW STRUCTURE PER
COR STD. PLAN 234.20.
~ INSTALL CORRUGATED POLYETHYLENE
Q STORM SEWER PIPE 12 IN. DIAM.,
LENGTH AS NOTED ON PLANS.
~ INSTALL TYPE 1 REST STOP. SEE ~ DETAIL 2, SHEET 02.
/;';;\ INSTALL SOLID WALL PVC CULV.
\,:.:.I PIPE, LENGTH AS NOTED ON
PLANS.
Q COATED CHAIN LINK FENCE WITH
\;J TOP RAIL, TYPE AS SPECIFIED ON
PLANS, PER WSDOT STD PLAN
FS-2.
r:;':;\ INSTALL GRAVITT' BLOCK WALL. SEE
\:.Y CS AND WP SHEETS FOR DETAILS.
@ INSTALL CEMENT CONC. DRIVEWAY
TYPE Cl PER COR STD. PLAN 104
AND 104.2. SEE DETAIL 1 ON
SHEET 02.
~ INSTALL SPLIT RAIL FENCE PER
~ DETAIL 5, SHEET 04.
r::'\ INSTALL 4 "X4 nX7' PRESSURE
'C,/ TREATED POST FOR FUTURE PET
WASTE STATION. SEE DETAIL 4 ON
SHEET 02
GENERAL NOTES:
1. SEE SHEET CS1 FOR TYPICAL CROSS
SECTIONS .
2. SEE SPECIAL PROVISIONS AND DETAIL 1
ON SHEET 03 FOR ROOT PRUNING AND
ROOT BARRIER PLACEMENT ALONG THE
TRAIL ALIGNMENT.
CITY OF RENTON LUA15-00257 SSDP, S-CUP, AND S-V
100% REVIEW SUBMITTAL FOR RENTON
NOT FOR CONSTRUCTION a
-;t: I 6 1 RE\11SIONS DATE " 0[51GNEO
J. DVORAK
ORA~
PRO.ECT NAME ORA'MNG NO
30 OF 65
M. MILLER
CHECKED
0. KIKUTA
APPROV[()
ONE INCH AT FULi.. SCALE.
IF NOT. 9CALE ACCOROINGL Y
" " BL1521 D84PAT2T2CC-C1
-XJB No
554 1521 084 (A/2C
DA.,._f;CEMBER 2016
LAKE TO SOUND TRAIL
ONQNE.Rllfl> p ........ ""' ~"""°"""'"TAlSCIEIIC~ I I SEGMENT A PLAN AND PROFILE
GREEN RIVER TRAIL TO NACHES AYE SW
C12
KC f'AAC[l NC U1.l04<;,:JW
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/
~INGRESS. EGRESS
I
CIVIL CONSTRUCTION NOTES:
NOTES 1-6 APPLY ONLY TO SHEET C5 AND
HAVE NOT BEEN INCLUDED HERE.
1-::\ BEAM GUARDRAIL ANCHOR TYPE 10,
\.!..J PER WSDOT STD PLAN C-23.60-03
(";\ GUARDRAIL CONNECTION TO BRIDGE
V::,../ CONCRETE BARRIER, PER WSOOT STD.
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@ NOT USED
,;;-.. INSTALL REMOVABLE BOLLARD
\:3 PER DETAIL 1 AND 3, SHEET D1
r,';\ INSTALL FIXED BOLLARD PER ~ DETAIL 2 AND 3, SHEET D1 .
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~
" ~ a
~ .,
~
i
I
' ,
50
45
4Cl
35
30
25
2()
%~ .--.-.---.--.-INGRESS, [GRES "' AND UTIUTY EASi1.1c., ~ ""'
"'• "', ~,
SI
o' ~\
I
I
\
~ m
"' N
:ii
"' N
~
gj
~ v
"' N
133+50 134+00
O._Rjl!
~
~
~
N
~
N
~
N
CITY OF RENTON LUA15-00257 SSDP, S-CUP, AND S-V
~ I 6 I R_['%IONS I OATE jsy I DESrb°voRAK I
DRAWN
M MILLER
CHECKEO
0. KIKUTA
APPR0'.1:D
WETLAND 1 / 2
COMPLEX
---------
/FINISHED
/ GRADE
' '-EXISTING
GROUND
~
"' N :e:
135+00
Ot,IE INCH ... T FULL SC.AUE:.
IF NOT, SCALE ACCORDINCL V
IL N~M
BL152108~PAT2T2CC Cl
JJBN-0
554-1521 OB4 (A/2C
9
A
1DEcEMBER 201 s
n
0 <> N
~
~
'" N
~!
t;; ~
8~
I l
~ ro
'" N
136+00
0 w ,;
N
II
~ w
-;.
~
~
'" N
0
PLAN ®
SCALE IN FEET ~
20 40
!CPJ.RC['"OOU:;™9011
Cll"OFRMC*<
------------
ro 0 v N
:'l '" N
B-LINE PROFILE
HORIZ \ "=20'
VERT 1 "=5'
-1.13,:
~
~
~
N
137+00
E""IN ...... NG PCANNINI) E""'~ON ... NfALSCIE!<CES
n w ,.c
N
--:t,;
' I r,; -._ ,J!! -A~
WETLAND 1 / 2 /
COMPLEX
I
I
---~ -,Ci -,~ ,~.,
I
I
;'
75' vc
PV1 STA 138+47.35
50
45
~ INSTALL CONCRETE WARNING BAND
Q PER DETAIL 4, SHEET 01.
~ INSTALL FENCED CANOPY PER
~ SHEET DJ.
(:;;:\ INSTALL 48" CATCH BASIN TYPE 2
\;y PER WSOOT STD. PLAN B-10.20-01
WITH OVER FLOW STRUCTURE PER
COR STD. PLAN 234.20.
@ INSTALL CORRUGATED POLYETHYLENE
STORM SEWER PIPE 12 IN. DIAM.,
LENGTH AS NOTED ON PLANS.
Q INSTALL TYPE 1 REST STOP. SEE ~ DETAlL 2, SHEET 02.
~ INSTALL SOLID WALL PVC CULV. ~ PIPE, LENGTH AS NOTED ON
PLANS.
t:::\ COATED CHAIN LINK FENCE WITH
\..:.:;:) TOP RAIL, TYPE AS SPECIFIED ON
PLANS, PER WSDOT STD PLAN
FS-2
{':;';'\ INSTALL GRAVITY BLOCK WALL SEE
\::.;) CS AND WP SHEETS FOR DETAILS.
C':'\ INSTALL CEMENT CONC. DRIVEWAY
V:.:/ TYPE C1 PER COR STD. PLAN 104
AND 104.2. SEE DETAIL l ON
SHEET 02
ELcc26.25' 40
Kaa19.39
t':i\ INSTALL SPLIT RAIL FENCE PER
'J DETAIL 5, SHEET 04.
PRO.CCT '<AME
~
~
~
N
~
0 ,.c
N
:e:
m
N
138«>0
LAKE TO SOUND TRAIL
SEGMENT A
GREEN RIVER TRAIL TO NACHES AVE SW
~
!1~ ~~
~~
v v
<D
N
--.f.-
35
30
25
20
0 ro
"' N
138+50
t:::"\ INSTALL 4''X4"X7' PRESSURE
~ TREATED POST FOR FUTURE PET
WASTE STATION. SEE DETAIL 4 ON
SHEET D2.
GENERAL NOTES:
SEE SHEET CS 1 FOR TYPICAL CROSS
SECTIONS.
2. SEE SPECIAL PROVISIONS AND DETAIL 1
ON SHEET D3 FOR ROOT PRUNING AND
ROOT BARRIER PLACEMENT ALONG THE
TRAIL ALIGNMENT.
100% REVIEW SUBMIITAL FOR RENTON
NOT FOR CONSTRUCTION
PLAN AND PROFILE
DRAWi"(; NO
31 OF 65
C13
i
~
ti;
~ <
I
~
I
' !
~
~
]
l
0
" ' E
' t
' ~
/
i
~
i
' \
\ WETLAND2A
WETLAND 1
COMPLEX
\
[
INGRESS, EGRESS
STA 139+15, 14.0'Lit;°;\ AND UTILITY EASEMENT
L "
20Jg\/42 +86 END PROJECT I '
BEGIN ~
------------
I \ \ ·\.
I .-----\ .. END I --\----{ QvSTA 142+64, 14.0'LT)
. EP STA 143+17 .37
I
I ~\-----~~ -''_ ... ,.----·'.\: ,---·::=::=_,:_:::.:_:_~_;;__~~= ~==.>L.==~~1..~=""-~""=~--·-=:.c %~-~~oo ___ , ______ +---______ 1_~00 ______ ---+-_o ___ e~NL_.!!1;!:!'0 ________ , ________ 1~ _ ___ -\~--~~----
~ ------~t==T{~-~-~--~-~--~-~--~-~ -~-~--~-~--~ ,=~-----= ,=--~-~-~ -~-~-
./ ___ _
NACHES AVE SW
fC\. ':11~ =--' r-----r-----r-----r-----\ .----i15 16 ... r=-,,,--~ 1 1 r-----f--..,~4---1----, ----r-l.--J:-----r----==--'I'-----• -,.,. _ ____,.. ...__... q, \. _J I
ti> ::'.' __ , _____ , ___ ,-----•-----,-----,'-:: ,--,;-----@srA 142+so: ~
~I \ ---------------------------------------\_ ___________________ t,:;:\STA 142+64.\ IOO"LT ,.Igl \ __ ..... --\;;;)._ ______ .,.._________ -----i...:.J
\\ -------------\\ INGRESS EGRESS \ -----,~-S~A-1~;.~;----------
-4.\-.----------\ AND UTILITY EASEMENT @srA 142+64 :14.0'RT 12 LF -' I END \,. \ '.-0 ~ '7
\
KC PAACEL NO. D2Jll1!IOl1 \\
cm-or Rtlfl"~ ,,,)\
I
I
\
..,
35
30
25
20
15
10
I
I
\
0 ro
·~
138+S0
/
,/
/
-+ N
00 00 .; ;j N
139+00
/
yJ),/
/ '\
\
KG PARC[l NO. IS2J049090
Cll\' if REHTOO \
~ + ~
~~
~ .l
. ~
" N
N
50' VC '-'V .,,
~\II .:.,A 1.,,,+~1·""'
U.=21.25
K-17.76
~
~ + ,;
0 ag
rr'lllSHED ~~ GIWlE
\_EXISTING
GROUND
12• SD
" "
N
\
~ w
0
N
WETLAND 112
COMPLEX
~
N
~
~
~~
~~
-2.19%
~!
t;:; 0
li
0
0
N
1 ......
00
~
"'
PLAN ~
SCALE IN FEET 4'°
0 20
50' VC
l'VI ,·.y+--,, ,v5
[loa!9.06'
K=17l!1
N
N
"' -
~
" + 0 .
N e; ;
~~
• N
m
4G
m
" "
141-IGO
~
~
"'
0.52:,.;
0
~
"'
KC PAAC!l NO 1.1230490M
mi' C. R!}/]OI/
0
0
~
+ •o -o
• ci ~N ~" 5~ ~w
w m
00 m
"' "
1'2+00
I
'
' I~
~
" I
00
00
"'
KC PAIICEl NO l.123049[)!jg cm· (IF RENTON
.=Q.4-4_!
' ' "
w w
"
WETLAND 112
COMPLEX
~
~
ai
1'3+00
N
'
..,
35
:": 30 + " . "' --+
~ oi
(fl ll
fi: G'.J25
20
15
10
143+17
CIVIL CONSTRUCTION NOTES:
NOTES 1-6 APPLY ONLY TO SHEET C5 AND
HAVE NOT BEEN INCLUDED HERE.
~ BEAM GUARDRAlL ANCHOR TYPE 10,
V PER WSOOT STD PLAN C-23.60-03.
17\ GUARDRAIL CONNECTION TO BRIDGE
\V CONCRETE BARRIER, PER WSDOT STD.
PLAN C-7, DESIGN F.
17:\ INSTALL BEAM GUARDRAIL TfPE 31
\V PER WSDOT STD. PLAN C-20.10-03
ANO C-18.
@ NOT USED
~ INSTALL REMOVABLE BOLLARD ~ PER DETAIL 1 ANO 3, SHEET 01.
I:'::\ INSTALL FIXED BOLLARD PER ~ DETAIL 2 AND 3, SHEET D1.
@ INSTALL BOLL.ARD STRIPING PER
DETAIL 5, SHEET 01.
~ INSTALL CONCRETE WARNING BAND
'-J PER DETAIL 4, SHEET 01.
/';";;\ INSTALL FENCED CANOPY PER
~ SHEET 03.
~ INSTALL 48tt CATCH BASIN TYPE 2
\:.:;; PER WSDOT STD. PL.AN B-10.20-01
WITH OVER FLOW STRUCTURE PER
COR STD. PLAN 234.20
@ INSTALL CORRUGATED POLYETHYLENE
STORM SEWER PIPE 12 IN. DIAM.,
LENGTH AS NOTED ON PLANS.
/;;;\. INSTALL TYPE 1 REST STOP. SEE
\:,:;/ DETAIL 2, SHEET D2.
~ INSTALL SOLID WALL PVC CULV.
\!.:) PIPE, LENGTH AS NOTED ON
PLANS.
~ COATED CHAIN LINK FENCE WITH
\.:;::/ TOP RAIL, TYPE AS SPECIFIED ON
PLANS, PER WSDOT STD PLAN
FS-2.
~ INSTALL GRA\/lTY BLOCK WALL. SEE
\:.:.I CS AND WP SHEETS FOR DETAILS.
(:;;\ INSTALL CEMENT CONC_ DRIVEWAY
~ TYPE C1 PER COR STD. PLAN 104
AND 104.2. SEE DETAIL 1 ON
SHEET D2.
C\ INSTALL SPLIT RAIL FENCE PER
\;;;:) DETAIL 5, SHEET 04.
t::;\ INSTALL 4"X4"X7' PRESSURE
\.:;::) TREATED POST FOR FUTURE PET
WASTE STATION. SEE DETAIL 4 ON
SHEET 02.
rv, SEE SIGN SCHEDULE ON SHEET
~ C15
GENERAL NOTES:
1. SEE SHEET CS1 FOR TYPICAL CROSS
SECTIONS.
2 SEE SPECIAL PROVISIONS ANO DETAIL 1
ON SHEET 03 FOR ROOT PRUNING AND
ROOT BARRIER PLACEMENT ALONG THE
TRAIL ALIGNMENT.
I
~
CITY OF RENTON LUA15-00257 SSDP, S-CUP, AND S-V
B-LINE PROFILE
HORIZ 1 "=20'
VERT 1"=5'
100% REVIEW SUBMITTAL FOR RENTON
NOT FOR CONSTRUCTION ,
';;; ~ REVIS.CNS DA TE BY DESIGNED
11. J. DVORAK 0Nll;CNCHATFUI-L8CALE.
DRA \"1'J IF NOT, SCALI!!: AGCORDINGI. Y
M MILLER IL~ NAr.k EIIGINEE~IIG. PU,NHlltG EWll!ONMENlAI.SCIEHCES
u CH(CKEO 8L1521084PAT2T2CC C1
,._ 0. KIKUTA .x,\~"4-1521-064 (Al2Cl § APPROVED DA1liEcEMBER 2015 I ' I
PRO..E:CT NAl,IE
LAKE TO SOUND TRAIL
SEGMENT A
GREEN RIVER TRAIL TO NACHES AVE SW
PLAN AND PROFILE
DRAWING NO
32 OF 65
C14
0
I
~
i
/
' 9
~
" ~
' i s
~-
:,
§
~
1 ,.
~
;;j
' " /
' ' f
i
? s
' ,
SIGN SCHEDULE
SIGN NO. PROPOSED LOCATION DESCRIPTION MUTCDSIGN STA OFF
I SEE SHECT TS1 CROSSWALK -STOP ON RED R10-23
2 SEE SHEET TS1 CROSSWALK -STOP ON RED R10-23
3 SEE SHEET TS1 BICYCLE/PEDESTRIAN SYMBOL W11-15
4 SEE SHECT TS1 BICYCLE/PEDESTRIAN SYMBOL W11-15
5 SEE SHEET TS1 TRAIL CROSSING W11-15P
6 SEE SHECT TS1 TRAIL CROSSING W11-15P
7 SEE SHEET TS1 ARROW Wl 6-7P
8 SEE SHEET TS1 ARROW W16-7P
9 B 142+97 EXISTING TRAIL SIGN N/A
ID B 143+15 NO DUMPING N/A
II B 143+15 NO STOPPING OR STANDING N/A
12 A 1+30 SPEED LIMIT R2-1
13 A 15+20 NO MOTOR VEHICLES R5-3
14 A 16+10 NO MOTOR VEHICLES RS-3
15 B 142+90 NO MOTOR VEHICLES R5-3
16 8 142+90 SPEED LIMIT R2-1
NOTES:
MOUNT ON MAST ARM. PER CITY OF RENTON STANDARD PLAN G011.
2. MOUNT ON SIGNAL OR LIGHT STANDARD, PER WSDOT STD. PLAN G-30.10-01.
3. FLUORESCENT YELLOW-GREEN BACKGROUND
4. ALL SIGNS SHALL BE INSTALLED IN ACCORDANCE WITH DETAIL 2. THIS SHEET, UNLESS
SPECIFIED OTHERWISE IN THE REMARKS.
5. SEE PLAN AND PROFILE SHEETS FOR SIGN LOCATIONS
A-LINE AND B.UNE INTERSECTION GRADING PLAN
POINT ELEVATION STATION OFFSET NORTHING
200 29.37 B 102+43 6.0' LT 176555.06
201 29.37 B 102+49 6.4' LT 176542.07
202 29.96 A 17+41 6.0' LT 176527.75
203 29.96 A 17+41 o· 176529.16
204 29.96 A 17+41 6.0' RT 176530.32
205 29.37 A 17+54 6.0' RT 176540.86
206 29.06 A 17+64 6.0' RT 176548.1 0
207 28.70 8 102+65 6.0' RT 176554.94
208 28.82 B 102+65 o· 176559.88
209 28.94 8 102+65 6.0' LT 176554.87
210 29.21 B 102+54 6.0' LT 176559.27
211 29.15 A 17+64 0.8' LT 176551.85
CITY OF RENTON LUA15-00257 SSDP, S-CUP, AND S-V
SIZE
24"X30"
24"X30"
30"X30"
3o"x30"
24"X18"
24'"X18''
24"X12"
24"X12"
N/A
N/A
N/A
24"X24"
24"X24"
24"X24"
24''x24"
24"X24"
EASTING
1290767.16
1290757.53
1290770.97
1290776.83
1290782.72
1290783.02
1290786.21
1290793.02
1290789.61
1290786.28
1290776.72
1290780.50
~ rE I PE,~S10ti5 DATE " DES1Gf1EO
J. DVORAK
Df'A~
ONE INCH AT FULL !SCALE.
IF NOT, SCALE ACCORDINOL Y
d NAM M. MILLER
CHECKED
0. KIKUTA
BL 152108+PA T2T2CC-C1
>fo
554 1521 084 (A/2C
~PPR0\/[0
DA
1bECl;M_l;ll;f --~016
POST stZE/TYPE REMARKS • SEE NOTE ,4
N/A SEE NOTE 1
N/A SEE NOTE 1
N/A SEE NOTES 2 & 3.
N/A SEE NOTES 2 & 3
N/A SEE NOTES 2 & 3.
N/A SEE NOTES 2 & 3.
N/A SEE NOTES 2 & 3
N/A SEE NOTES 2 & 3
N/A PROTECT IN PLACE
4"X4" / WOOD EXISTING SIGN, NEW POST.
N/A REMOVE AND DISPOSE
4"X4" / WOOD
4"X4" / WOOD
4"X4" / WOOD
4"X4" / WOOD
4"X4" / WOOD
QQQ)--,
------. -. ----------
____ _102;'!0 _ B-UNe_ --{ ~
~ A-LINE AND B-LINE INTERSECTION
GRADING PLAN
DETAIL
~
GI[)---,
\
•>K>INoe,;O,NG PUINNINO ~N\/ .. (lNMeNUL SC"'""ES
w!
IGN PER PLANS AND
SPECS.
~I isl /4~4 PRESSURE
"'I~ , TREATED FIR PDST
-' / INSTALL / · ~ 5 ; ROCK CO~PAi~~6HED
~ : / ro~l<FlLL. PROV1DE 4. i t}l I CAP MJ~~:L CONCRm
J ly / IN ,see,,n'~';~~JJl3·-o· MIN w , s·-o· ..,
j r= .
~1 1111 -, l ASPHALT
TIWL
NOTE·
fl
I
1. STAKE SIGN LOCATIONS FOR Af'PROYAL.
1--(]Q[)
POST -MOUNTED SIGNAGE
NOTE:
USE T MOUNTING HEIGHT FOR
TRAFFIC SIGNS
------..._
2. SEE THIS SHEET FDR SIGN SCHEDULE.
SIGNAGE
DETAIL
NOT TO SCALE
Ci::l
---------............. .._ ..._ ________ _
------------------100% REVIEW SUBMITTAL FOR RENTON
NOT FOR CONSTRUCTION
PR0£CT NAME
LAKE TO SOUND TRAIL
SEGMENT A
GREEN RIVER TRAIL TO NACHES AVE SW
SIGN SCHEDULE AND
GRADING DETAIL
DRA~NG ~0
33 OF 65
C15
-------
-\'t r SEE WINDOW A
~ ' ' I
" ~' _J
!\ -----,,\
------------[ R~ =:\___ "-,,_\ .,,__ '•-.
r--,--L __ _
\ \ 1
a~2 -I
~-~~------------~ OTID -----------_
rGID
-------------{ 105,
-----------
C-:-,.
~ --/"" ------------CIII)----/ ......... ------------~---------------
I
I
I
I
I R=10'
+-I
R~2· -I
I
....-R4 \_ I
___J. --R=10' I -...,:::::: ________ J
R:,,:,2'
,::::
------------
;;;
~
~
/ • i
!
' t ,,
~ • ~
" " ' " 1
~
" ~
~
5
t
' ~
i ;
s
ELEVATION DATA
POINT ELEVATION DESCRIPTION
100 31.78 MATCH EXISTING, FLOW LINE
101 32.60 MATCH EXISTING, BACK OF WALK
102 31.40 MATCH EXISTING, FLOW LINE
103 31.06 MATCH EXISTING, FLOW LINE
104 31.90 BACK OF WALK
105 31.26 MATCH EXISTING, BACK OF WALK
105 30.73 FLOW LINE, DRIVEWAY MID
107 30.61 FLOW LINE
108 30.57 FLOW LINE
109 30.74 BACK OF DRIVEWAY
110 31.19 BACK OF DRIVEWAY
111 30.69 SWALE FLOW UNE
112 30.35 SWALE FLOW LINE
113 30.28 FLOW LINE
114 29.81 FLOW LINE
115 29.56 FLOW LINE, RAMP APRON
116 29.36 FLOW LINE, RAMP
117 29.12 FLOW LINE, RAMP
118 28.85 FLOW LINE, RAMP APRON, AP
Ile 28.72 FLOW LINE
120 30.43 BACK OF WALK
121 30.53 SIGNAL PAO
122 29.94 TOP OF RAMP
123 30.04 BACK OF WALK, LANDING PAD
124 29.86 BACK OF WALK LANDING PAD
125 29.75 TOP OF RAMP
125 29.76 TOP OF RAMP
127 29.34 BACK OF WALK
128 27.81 FLOW LINE
129 26.28 FLOW LINE, TOP OF RAMP
130 25.64 FLOW LINE, LANDING PAD
131 25.56 FLOW LINE LANDING PAD
132 25.50 RAMP MID
133 26.90 FLOW LINE, TOP OF RAMP
134 25.77 LANDING PAD
135 25.69 LANDING PAD
136 25.44 FLOW LINE, MATCH EXISTING
137 24.40 FLOW LINE, MATCH EXISTING
CITY OF RENTON LUA15-00257 SSDP. S-CUP, AND S-V
NORTHING EASTING
176386.77 1290668.36
176380.50 1290660.56
176382.18 1290680.54
176378.31 1290690.84
176374.14 1290677.48
176370.33 1290687.80
176371.63 1290709.40
176365.42 1290728.19
176363.60 1290733.91
176357.32 1290725.62 POINT ELEVATION
176355.50 1290731.34 138 24.32
176346.48 1290728.88 139 24.23
176339.89 1290752.20 140 24.21
176356.87 1290756.92 141 24.20
176350.78 1290780.17 142 24.34
176348.92 1290787.86 143 24.32
176347.16 1290795.46 144 24.74
176344.53 1290807.48 145 28.87
176342.77 1290816.04 146 28.92
176341.31 1290821.01 147 28.80
176342.52 1290778.13 148 28.57
176336.21 1290776.60 149 28.50
176338.85 1290793.64 150 28.53
176332.50 1290792.26 151 28.61
176329.88 1290804.27 152 28.64
176328.45 1290811.17 153 28.65
176336.23 1290805.66 154 28.72
176333.16 1290818.61 155 28.35
176332.96 1290849.42 156 28.32
176324.61 1290877.83 157 28.27
176320.38 1290892.22 158 28.10
176318.97 1290897.02 159 27.93
176314.21 1290905.23 160 27.71
176316.46 1290875.43 161 27.68
176312.23 1290889.82 162 28.37
176310.82 1290894.62 163 28.46
176306.20 1290910.32 164 28.43
176308.03 1290958.86
~ f:::,_ REVISIONS DATE BY DESIGNED
"-J. DVORAK ONE INCH A" -FULL SCALE.
DRA\IN IP' NOT, SC"'"-!!: ACCOflDINGLY
PLAN ~ SCALE IN FEET
0 10 20
ELEVATION DATA
DESCRIPTION NORTHING EASTING
~MP MID 176313.61 1290964. 16
LANDING PAO 176316.01 1290971.47
LANDING PAO 176316.20 1290976.47
MATCH EXISTING 176316.47 1290983.87
LANDING PAD 176308.48 1290971.74
LANDING PAO 176308.65 1290976.73
MATCH EXISTING 176308.91 1290984.13
FLOW LINE, PT 176389.14 1290783.67
FLOW LINE, PC 176385.19 1290787.24
FLOW LINE, PT 176382.01 1290793.09
FLOW LINE, PC 176380.94 1290799.83
RAMP 176380.62 1290801.81
FLOW LINE, PT 176382.60 1290802.12
FLOW LINE, PC 176387.65 1290802.93
TOP OF RAMP 176389.63 1290803.24
FLOW LINE, PT 176389.94 1290801.27
FLOW LINE, PC, MATCH EXIST. 176392.46 1290785.47
FLOW LINE. PC 176380.44 1290813.93
RAMP 176378.49 1290813.62
FLOW LINE PT 176378.15 1290815.59
FLOW LINE, PC 176377.08 1290822.33
FLOW LINE, PT 176378.28 1290828.87
FLOW LINE, PC 176380.93 1290833.50
FLOW LINE PT MATCH EXIST 176384.64 1290832.82
FLOW LINE, PC 176387.16 1290817.02
TOP OF RAMP 176387.43 1290815.04
FLOW LINE, PT 176385.50 1290814.73 .-.
t
,o M. l.11LL£R IL NAM ENQINEERING.P!.AN"'NG.EN.,,~ONMI
}
NTALSC:IENCES
IB
145
14-7
MONSTER ROAD
~
PRO.£CT NAr.tE
1fil.
150 1..§Q --' WINDOW A
1"=6'
-------------
Il
:!:
~
100% REVIEW SUBMITTAL FOR RENTON
NOT FOR CONSTRUCTION
DRAWING NO.
34 OF 65
O CHECKED BL1521084PAT2T2CC-C1 "'""TMAVE")E"' s,,,.,x I _,,,.,..,,,,._ 1 _,.....,.. I
... 0. KIKUTA 5~04-l521-0S4 A 2C ~';~;'~\~';":';',';-';:::-:,:· I C16 I ~ APPROVED o.o. Tf -. "''• """""'" GREEN RIVER TRAIL TO NACHES AVE SW
5 '--"o'~'~'~"~·~"'-''~''~''---.&..---------------....1--------------------' '-------------------' •------~-
LAKE TO SOUND TRAIL
SEGMENT A
... 50'
8'-4"
TRAIL SURFACE \ CSlC (VARIES) \
40'
TRAIL !i_
(FACING WEST)
40' NEATUNE LIM
SHORING OR
EXCAVATION C
I
'
I
~
FINISHED GRADE\ I EXISTING GROUND
PRECAST RE
SPLIT BOX C -1 i r-----.
~
t
' i
~
~
~
~
' i
~ s
/
l
~
I
5 s ,.
0
3()'
20'
10'
1--EB
21 LF
.-~-1~7-._ J1
1
IE 22.94
:l;I . ~ '
c;,i I
CZ /
5" LEVELING /
PAD (CSTC) _J
' STREAMBED MIX
·\ ~ I ~ \ ~
I
L_ PRECAST REINF. CONC.
SPLIT BOX CULVERT
STA 12S+95
(FACING WESTI
PROFILE
HORIZ: 1"=10'
VERT: 1 "=5'
CITY OF RENTON LUA15-00257 SSDP, S-CUP, ANO 5-V
~ I f::,,._ [ R£\llS'ONS jot.TE jsY I DEs~NE~UITRil.GO I
DRAWN
M. MILLER
t---+----------------+---+--,CHEb~E~IKUTA
~PPROvED
3()'
20'
10'
ONE INCH AT FULL SCALE.
IF NOT. SCALE ACCORDINGLY
L NAM
BL1521084PA T2T2SD-01
,CEf1fo
554-1521-084 (A/2C
DATDECD.4BER 2016
GRAVEL BA1
FOR WALLS
6
--
I
I
r-i
I
I
I/
PAD (CSTC) _/
"
I
STREAM
I.
'
I-·
3' 4"
SECTION
NO SCALE
' _J I
I
I
I
I
I
-~
I
I
' k I ...
1' 1' MIN
I STREAMBED MIX
_J
CE:l
PROJ:CT tJAt,IE
ENG~EE~l!IG, PlANHING ENVIROIO,OEtJTA~SCIE"CES
NOTE 1 z
',
~ 2 f:2" HMA CL
3/8" PG 64-22
CEMENT CON72\
CURB, 1YP 0 -----....
:~;<:_'~~~·'.:°(S:-.:\S';,.l).;,.-.gg;.; ,.;-..,'"¥ • -~.t~[,..,. ' .c--. ·:;.,
ANCHOR CURB TO CULVERT LID
OR CAST AS ONE UNIT
TOP OF CULVERT
CSTC (VARIES)
LAKE TO SOUND TRAIL
SEGMENT A
1/2" R
CULVERT COVER
DETAIL
NO SCALE
6 1/2"
5 1/2" 1"
in
' "
ffi
FACE OF CURB
1" R
,,--TRAIL
I
NOTE:
COATED CHAIN LINK FENCE WITH TOP RAIL
PER WSDOT STD. PLAN FS-2 TYPE 6.
FENCE FABRIC SHALL SPAN THE TOP OF
CULVERT AND AFIX TO THE BLOCK WALL
ON EITHER SIDE. NO FENCE POSTS ARE
USED IN THIS SECTION. COORDINATE WITH
BLOCK MANUFACTURER FOR CONNECTIONS.
NOTE THAT THIS FENCE SHALL BE MODIFIED
TO 42-IN HEIGHT, MINIMUM, CONSISTENT
WITH ADJOINING BLOCK HEIGHTS AND SHALL
BE MEASURED AND PAID AS COATED CHAIN
LINK FENCE TYPE 6
>-
L_s_1_,;.-J
CEMENT CONCRETE CURB
DETAIL ffi
NO SCALE
100% REVIEW SUBMIITAL FOR RENTON
NOT FOR CONSTRUCTION
CULVERT DETAILS
DRA'MtJG NO
35 OF 65
501
GREEN RIVER TRAIL TO NACHES AVE SW
I
s
*
" " l
1
¥ e
~
l
~
I
' !
~
~
~
~
I
f
~
~
i
~
f
40'
! z
\:12 ~~
t:?!3:: xw
WO
~
acO
',: fa oz ~~
~~ xw WO ELEV=30.94
EX GRADE AT
FACE OF WALL
:,: "!~ ~~
,...: fl ~ II GS!:!:!
40'
30· TRAIL~O~;-Jc /: ==1 =+:::
EDGE OF SHOULDER ;-1· · ~
ELE\/=30.94
30'
STA 14+71.4
ELEV=29.44
STA 15+21.1
ELEV=29.44
40'
STA 101+80.9
ELEV=32.87
STA 101+77
ELEV=29.37
STA 101+59.5
ELEV=28.62 ---
30, STA 101+57.6
ELEV=27.87
ELEV=26.37
STA 101+55.6
ELEV=24.87
42" ABOVE FG
TRAIL PROFILE AT
EDGE OF SHOULDER
STA 103+01.8
ELEV=.32.87
40'
STA 103+55.0
ELEV=31.37
STA 103+74.B
ELEV=27.87
STA 103+88.7
ELEV=27.12
38'
ELEV=25.37
STA 103+90.7
ELE\/=24.87
-D
GRAV1TY BLOCK WALL USED
AS PEDESTRIAN BARRIER
GRAVITY BLOCK WALL USED
TO RETAIN TRAIL FILL
STA 14+88.7
ELEV=27.94
STA 15+19.8
ELEV=27.94
20' 12-IN MIN BELOW EXISTING GRADE
(FOR BLOCK EMBEOMENT) ---~
STA 102+50.9
ELEV=23.37
STA 103+25.3
ELE\1=23.37
EX GRADE AT
20'
20'
1"""
40'
30'
20'
o+35
6-IN MIN BELOW EXISTING GRADE
(FOR BLOCK EMBEOMENT) --~
20'
~~ 2+35
,v ~ EX GRADE AT FACE OF WALL
o+35
WALLll1
RIGHT SIDE
(A-LINE STA 1"4+71 TO STA 15+21)
STA 102+24.6
ELEV:29.89
tic ,,,,
-~ -~
rs--~
~~1:3 o+
~NW
0 L> :::l-LZ:
'-'«
~tr;!;,:
TRAIL PROFILE AT EDGE OF SHOULDER
STA 101+75.2
ELE\1=28.39
-STA 102+56.4
ELE\/=29.89
STA 101+99.9 STA 102+81.9
ELE\1=29.14 ELE\1=29. 14
-----..:.._..._~==cc--~~--1 --J . ~----
ELE\1=26.89
STA 101+ 73.3
ELE\1=25.39
12-IN MIN BELOW EXISTING GRADE
(FOR BLOCK EMBEDMENT) ---~
'"""
WALL
\EX GRADE AT FACE OF WALL
#JAJ WALL #38 J
2"""
WALL #3A AND '3B
RIGHT SIDE
EX GRADE AT
FACE OF WALL
(B-LINE STA 102+02 TO STA 102+94)
STA 103+16.1
ELEV=28.40
ELEV=26.89
40'
38'
STA 10.3+18.0
ELE\1=25.39
20'
2+IHI
1~ EX GRADE AT FACE OF WALL 2+00
WAI.LIZ
LEFT SIDE
FACE OF WALL
(B-UNE STA 102+04 TO STA 103+93)
TRAIL PROFILE AT
EDGE OF SHOULDER
COATED CHAIN LINK
FENCE, SEE SHEET SD 1
,-ELE\/=28.30
38'
20'
o+90 1+00
STA 125+44.5
ELEV=22.30
\_EX
j
CONG. CULVERT I STA 126+ 74.8
IE=22 94 ELE\1=22.30
GRADE AT FACE OF WALL I 2+00
3+e05
COATED CHAIN LINK
FENCE, SEE SHEET SD1
TRAIL PROFILE AT
EDGE OF SHOULDER
38' 38'
EX GRADE AT
FACE OF WALL STA 125+86.D
ELE\1=23.48
CONG. CULVERT
IE=22.94--
20' 20'
2+35 0+90 1+00
12-IN MIN BELOW EXISTING GRADE
WALLN
RIGHT SIDE
(FOR BLOCK EMBEDMENT) WALL #5
LEFT SIDE
ELEV=31.48
EX GRADE AT
FACE OF WALL
20'
1+35
(B4..INE STA 125+45 TO STA 126+75) (B-UNE STA 125+85 TO STA 126+10)
GRAVITY BLOCK WALL
PROFILES
HORIZ: 1 ":20'
VERT: 1"=5' ;; ;
::i Ci' t:11TY OF RENTON LUA15-00257 SSDP, S-CUP, AND S-V
100% REVIEW SUBMITTAL FOR RENTON
NOT FOR CONSTRUCTION
~ l:,,. ] RE111s10Ns f DA TE jay j oEsuJNEo I
-!/,_DVORAK ONE: INCH AT f'ULL SCA.LE.
If" NOT, SCALE ACCDROINOL Y
PFlo..ECT r;AME
LAKE TO SOUND TRAIL
........ ..,R,NCo.PUIMM .... EPMIION ... NTU,SC .. N<;ES 11 SEGMENT A ~ I I I I 1: :::~'~,'~:~: I .098;~521084PAT2T2SD 01
~ I · 1 APPRO\'tD 554 1521 084 A 2C
::3 , DATCECDABER 2016 L....e'-="'"""'--.L..-------.,L_--...:._----_J GREEN RIVER TRAIL TO NACHES AVE SW
GRAVITY BLOCK WALL PROFILES
DRA'MNC NO
36 OF 65
WP1
l ,
' ' J
~
1
f
DIRECTION Of TRAVEL
\-,
1/2" REFLECTIVE TAPE (TYP)~"', =i z
:i .~6· X 6" X 1/4"
'..i-,.,.....-·.----/ll.UMINUM SOUARE TUBE, PER STD. DTL 69-776 AND
,.,....-----MANUFACTURED BY NORTHWEST PlA'i'GROlJNO EQUIPMENT.
,.,....-----INSTAUATION SHALL BE PU.t.18
FINISH: POWDER COATED TO MATCH
ALUMINUM.
.,--3/8" STEEL PLATE WITH 3/4-RADIUS.
1/2" REFLECTIVE TAPE (TYP)--....._ // WELD TO 3/8" SS PLATE. DRIU 5/8" OIA HOLE
SLOPE CONCRITT FOR DRAINAGE;-, '
l" MAX HEIGHT ANO FLUSH WITH TRAIL '--....._,...._ .,,/
' .,.-FINISHED GP.ADE
-
ASPHALT TRAIL, TYP ASPHALT TRAIL, TYP
------....____
·,~-coMMERCIAL CONCRETE ~r i : :, : ~---~CRUSHED SURFAf:"G TOP COURSE ===id
REMOVABLE BOLLARD
2'-0"
DETAIL ~
NOT TO SCALE
V BROOM BRUSH
FINISH
BROOM BRUSH FINISH
PERPENDICULAR TO
TRAIL TRAFFIC -,
FLUSH wrn, \
!
1
~
8 -
HM.II TRI\IL SURFACING ---,_ ~
2·-0· r,-,~~--
,
~
i
" ' " 1
9
1
.S
f
"
0
' j
fl .......
1
" ' I
i
; I CITY OF RENTON LUA15-00257 SSDP, S-CUP, AND S-V
,--.....
COMPACTE]~--/ SUBGRADE
r
I
6x6x1D WELDED
WIRE MESH
CONCRETE WARNING BANC
DETAIL ffi
NOT TO SCALE
~ 6 RE',1510N5 DATE BY DES~NifvoRAK ONIE INCH AT t-ULL SCALE.
"-rJRAWN IF NOT, SCALE ACCORDINGLY
•
c\·.
SECTION
45' CHAMFER
1 /2" REFLECTIVE TAPE {TYP)-
1/2' REFUCTIVE TAPE (TYP)-...._,
FINISHED GRADE~
'
ASPHALT TRAIL. TYP
gg~~~:rcE~-------
UNDISTURBED
SUB-GRADE -~
,·-o·
FIXED BOLLARD
DETAIL
NOT TO SCALE
\ __ CEMENT CONCRETE CLASS 4000
8" X 8" ROUGH Sol.WN
./ PRESSURE TREATED
WOOD POST. SET PLUMB
/ SLOPE CONCRITT
I ~: ,D,;RAls~E
./ i .,.--1/4" MAX
'
ASPHALT TRAIL. TYP
'!
'
ill
\\
.
' '
30'-o"
11
\~4" WIDE SOLID YELLOW
PAINTED LINE
PRG.£CT NAME
GRAV£L EDGE
TO~ EOCE ,Ji~ In I ~
FIXED 80LlARD. lYP~·
=-G
FIXED BOL.l.ARD, TYP\
\
TRAIL EDGE
" "'
" "'
g~
~~ Jffi
GRAVEL EDGE ~
BOLLARD PLAN LOCATION
DETAIL ffi
JI
.~
BOLLARD STRIPING
DETAIL
NOT TO SCALE
NOT TO SCALE
m-1
~E=E
BOLLARD
ffi
EB
100% REVIEW SUBMITTAL FOR RENTON
NOT FOR CONSTRUCTION
DRAWING NO
37 OF 65
M. MILLER ,rrBL15~1oe4PAT2T2DT-1 . I I;:: ''"""'", 11 11 11 D1 I
: '"'~"~~UTA ~,,~,4-'521-084 CA/2Cl I LI ~ p,F~,;:;',' ""'"" ! GREEN RIVER TRAIL TO NACHES AVE SW ~ APPRO\IED DA 8ECEMBER 2016 I '
ENQIMEUfHl. PL.ANl<i..a .EMVlllON ... NTAC $Ca,<;:S8
LAKE TO SOUND TRAIL
SEGMENT A DETAILS
i
C e .
" R
j
I a
~
a
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f
I
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~
" ' " ' I
f
" f s
f
l
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6' 4'
llWL
ASPHALT EDGE-
FINISHED
GFWJE
,.
,.
~-----(1) TRASH RECEPTACLE PER
SPECIN.. PROVISION SECTION B-:Xl
PLAN
TYPE 1 REST STOP
DETAIL
NOT TO SCALE
....... -------------
~
6'
ffi
,,,
2·-1·
X
------BENCH PER SPECIN.. PROVISION
-----SECTION 8-30. STAKE: LOCATION
1'-6"
FOR APPROVAL PRIOR TO
INSTAU.ATION. SURFACE MOUNT
PER MANUF. SPECIFICATIONS
4" DEPTH CONCRETE PAfl W/
6•6•!0 WWI.I CEmERED IN Sl./lB
PrfCH O 2,:: TO ORA.IN. EXPAND
DEPTH AT SURFACE PLATE
4• DEPTH CRUSHED SURFACE TOP COURSE.
CONCRETE FOOTING, (2) PER
BENCH
~COMPACT SUBGRADE, TYP. SEE
SPECS
------------------------------
--------
//
,/
--< ,.......----......-------.
STA
STA 1 +65,
,,
/
/
1+00 '-STA 1+31, 11.0'RT
BP, PC
N: 176307.33
E: 1290631.52
0
DRIVEWAY
PLAN
SCALE IN FEET
20
~
40
::, I CITY OF RENTON LUA15-00257 SSDP, S-CUP, AND S-V
~ I 6 1 REV1SIONS "~ a, DESIGNED
J. DVORAK ONE 9i1CH AT FULL 8CAf.l<.
ORA V,,. IF NOT, SCALE ACCORDNGL Y
M. MILLER ,1.~_n~,
la CHEC~rn 8L1521084PAT2T2DT-l
~I FENCING SHALL REMAIN IN PLACE DURING SHEET PILE WALL INSTALLATION ~ INSTALL HIGH VISIBILITY FENCE AFTER REMOVAL OF RIP RAP
'I / ~ / ul / OJ / ~ /~ ~ / al --~.,..., / ---
l~J~---_-_-/ , EXISTING GROUND WITH
---· VARIOUS SIZED RIP RAP AND
l
;:i:: ::::-::::-:.--. VEGETATION TO BE REMOVED
/I
/
j 7/
SANDBAGS OR GEOTEXTILE ENCASED QUARRY SPALLS.
FOR SAND BAGS, STAGGER PLACEMENT TO PROVIDE
OVERLAP OF JOINTS. FOR GEOTEXTILE, OVERLAP
FABRIC 1' MIN. FABRIC SHALL CONFORM TO WSDOT
STD SPECIFICATION 9-33, TABLE 5. QUARRY SPALLS
SHALL CONFORM TO WSDOT STD SPECIFICATION
9-13.6. CHECK DAM MUST BE IN PLACE DURING
REMOVAL OF RIP RAP AND VEGETATION.
/ ..... 15·
SANDBAG OR QUARRY SPALL CHECK DAM
DETAIL ffi
STA 2+21
EP, PT
N: 176.368.61
E: 1290729.64
NOT TO SCALE
\
\
~
-~
40'
0
0,
~
N +
n <~ ,.. .
V, g
5~ u.w
ITT " 00 0 " ~ ~ m
" " "' m + + ;': -0 -N
~~ <~ <"' ,.. . ,..
"';;; 1/) ;,; u,g
5~ >J 5~ Q. w Q. w U.w
N
~
ci + N
~ <~
f-' ,,,g
5J u.w
% 1-1.15% ~
30' \?':Ji,.°I•
\_ EXISTING DRIVEWAY
BACK
-1 74% 1-090%
OFWALKn
FLOW LINE _j
DRIVEWAY
DETAIL ffi
20'
1+00
...... l'!'RINU. PLA ..... <NG, UfW,ONM!'N"JU SCEfCU
" ~
6 n
PRMCT NAME
n ~
;;
DRIVEWAY
PROFILE
"' N
n
HORIZ: 1"==20"
VERT: 1"==5'
LAKE TO SOUND TRAIL
SEGMENT A
~ ro g
2+00
"-Iii. HIJWTA '"°85~°.i-1521-084 (A/2Cl § APPRO\.W DA 1EiECEMBER 2016 I I GREEN RIVER TRAIL TO NACHES AVE SW
!
... -~-~
...
30'
20'
2+21
/
4•4 PRESSURE
TRfATEO FIR POST
INSTALL W/ CRUSHED
ROCK COMPACTED
BACKnLl. PROVIDE 4"
COMMERCIAL CONCRETE
C1'f' WHEN INSTALLED
IN ASPHALT SURFACE
,· lYP
4'-0" FROM EDGE OF TRAIL
2· -o· FROM EDGE OF SHOULDER
~
0 .:.
ASPHALT
TIOJL
POST FOR FUTURE PET WASTE STATION
DETAIL ffi
NOT TO SCALE
100% REVIEW SUBMITTAL FOR RENTON
NOT FOR CONSTRUCTION
DETAILS
DRAWING NO
38 OF 65
D2
r I I I I I I I
I
I
o I I I -, 1 I I I I I I I _ _' _ --, I I _ _ I _ .. ---I I I
L_ -I I I 1__ r I I I ---,
------
' ' "
, e I I _ I -I I ,I • I --'-----I I I_ ____ I I
I I I I I
I
10·-o·
r,p
10·-o·
1YP FENCE CANOPY
PLAN
NO SCALE
----:: u_,rrS OF FENCE-~~L (TYP) />] < ~ --\c .. · ----------------.'T ---....._ ' l
i
' ! ;
~
i
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!
I t
,\
~
~
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l
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LEGEND:
--END RAIL 1W SCH 40
--TOP RAIL 1~f SCH 40
0 ENO POST 2*" SCH 40
0 LINE POST 2~" SCH 40
1
i
b r~ ', "
~ ' ' .• •
1~· FENCE I.IESH. BLACK VINYL COATED
TO 9 GAUGE flNSH
.tl.QIE.S;
ALL POSTS. RAILS AND FABRIC SHALL BE
POWDER-COATED BLACK
SEE WSDOT STD PLAN FS-2 FOR AITACHI.IENT
or FENCE FABRIC TO POSTS
0 N --' --__ __J_
v 6' HIGH TYPE 1 COATED CHAIN LINK FENCE nR
WSDOT STD Pl.AN FS-2 ATTACHED TO SOUTH SIDE or CANOPY FOR ENTIRE LENGTH Of CANOPY
SEE C-SHECTS FOR ADDITIONAL FENCE LENGTH
BEYOND CANOPY.
2·-0·
1· o· GRAVEL 12· a·
CLEARANCE SHOULDER PAVED TRAIL
/ CONCRETE POST EillSE (END
POST ONLY)
_j_
ld "'"
--'"f' FENCE CANOPY
SECTION
NO SCALE
0 CITY OF RENTON LUA15-00257 SSDP, S-CUP, AND S-V
DESIG~ED
J DVORAK ONE INCH AT FULL SCALE.
DRA~ IFNDT,&CALEACCOADNOL.Y
" ~ I D I R[\~S10N$ OATE
8 CHE~~E~RAA TEN IL BL1521084PA T2T2DT-1
,-. ril. H!I(UTA J0\~°-4 1521 084 IAl2CI
·--::::
2·-0·
GRAVEL
I SHOULDER
~
~2 ...,~
~
-
a::,,
1
I
I
I -------
,
VLINE/ENC
(lYP)
eos,
FABRIC ON
1
I
I
NORTH S VNOFENC 10[ OR ENDS Of
CANOPY
1·-0·
CLEARANCE
1
.---E~ISTlNG GROUND
ENOf<EUINQ . Pl.ANNI°"' , E""IROl<MENTAL 5" .. NC~~
i --j DECEMBER 2016 1 I
I
I
I
J
~I
~I
I
PRO.EC" NAME
LAKE TO SOUND TRAIL
SEGMENT A
GREEN RIVER TRAIL TO NACHES AVE SW
1----
~I /
~
0
~
~
~
> 0
fr
a
/
I
I
i
I
)-ADDITIONAL DEU~BING
I
AND PRUNING or TREES
AND SHRUBS WILL APPLY
TO THIS AREA. Sff
I
SECTION 2-01 OF THE
SP[ClAL PRO\IISIONS
1--------1 _J__Q:___lAJ~. ·I PAVED TRAJL SURFACE 1
ROOT BARRIER
j ~:z~N~
~~
a ,
al
I
I
1
,.,,--ROOT Bo\RRIER, ANGLED TO
DEFLECT NEW ROOT GROWTH
INSTALL LENGTH OF MATURE
TREE DIAMETER PLUS 5 FEET
ENGINEER SHAU. APPROVE
Llr.llTS PRIOR TO INSTALLATION.
\_ ROOT PRUM'° ZONE,
SEE SPECIAL PROVISIONS
DETAIL ffi
NO SCALE
100% REVIEW SUBMITTAL FOR RENTON
NOT FOR CONSTRUCTION
DETAILS
DRA~NG NO
39 OF 65
D3
~
" . s
;j
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~
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f
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f
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f
'
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a
~
a
~
BLOCK WALL UNIT
l8li X 46"W X 41"D
(TEXTURED EXTERIOR FACE}
EXIS11NG GROUND\
TO D/1.YLIGHT-\ \
DRAIN PIPE
6 IN. DIA
~1~ ~~
~-1: ·~
SEE WAU. PROFILES
FOR EMBEDMENT
I
11~
6 IN. 45· .,.,..-
BEND____.,,--I
1---SEE SHEET CS1 FOR
LOCATIONS OF ALL I WALL OFFSETS
COATIO CH"IN
LINK FENCE OR
BLOCK, AS SPECIFIED
f ' ON PLANS.
II
u
UNDERORAIN CLEANOUT
SEE DETAIL 2
12" l,HN
GEOITXTILE FOR
UNDERGROUND DRAINAGE
_.,.------DRAINAGE INFlll
rl LIMIT OF STRUCTIJRE
EXCAV"TION CLASS A
INCL. HAUL
_j-BACKFlll FOR
~ I GRAVITY BLOCK WAJ..L
GP.AYEL BACKFILL
FOR DRAINS PREMOLDED J/8"
JOINT FILLER~~, .
4' MIN
,,.
~~~~~~rl~ ~b!~~~Tlg~ 1
~~~1~~uJgRDRAINAGE. I
~O~TO~A~ _ _J
5• LEVELING PAO
(CRUSHED S~FACING
TOP COURSE)
GRAVITY BLOCK WALL
DETAIL £'.D
1·=2·
! CLEANOUTS SrW._L BE LOC"TED IN
GRAVEL SIJRFACE AREAS ANO BE
EQUIPPED WITH A UTILITY BOX AS
SPECIFIED IN THE SPECIAL PROVISIONS.
. / FINISHED GRADE
CONSTRUCTION GEOTEXTILE FOR
UNDERGROUND DRAINAGE.
/ •.
{,
© EXPANSION JOINT
6 IN. WiE.
UNDERDRAIN PIPE 5 IN. DIAi,!
INSTALL UNDERDRAIN CillNOUTS
AT ENDS OF WALLS, BENDS. AND
MAX 100" SPACING
UNDERDRAIN CLEANOUT
DETAIL ffi
1"=2'
CITY OF RENTON LUA15-00257 SSDP, S-CUP, AND S-V
6 REVISIONS °'" " DESIGNED
J. DVORAK
DRA\W'.I
M. MILLER
CHECKED
rtl. K~UTA
APPRO\/EO
ONE INCH AT FULL SCALE.
IF NOT, SCALE ACCORDINGLY
IL NAM
BL1521084PA T2T2DT-1
"' 554-1521-084 A 2C
DATOECEM_BER 2016
_.,,-,·
~ ·"" •••
b
' '"
"'""'' EXPANSION JOINT Al.ONG DRIVEWAY CENTERLINE. 15' MAXIMUM SPACING
WHEN DRIVEWAY WIDTHS EXCEED 30'.
2. PAVEMENT SECTION FOR PAlTERNED CONCRCTE DRIVEWM SHALL BE 6"
CONCRCTE Cl.ASS 4000 AND 4" CRUSHED SURFACE BASE COURSE.
6x6•10 WWM SHALL BE INST,\LI.EO AT 4" DEPTH BELOW TOP OF
CONCRETE OfllV£WA'I'. BROOMED FltffSl-l. PERPENDICULAR TO TRAIL
ramie. 4" WIDE SMOOTH TROWELED PERTMITTR FOR EACH 4'x4"
SQUARE PAITERN.
CONTP.ACTION JOINTS ,f O.C.
ADJUST SPACING EQUALLY
AT END PANELS
EDGE OF PATIERNED CONCRCTE
DR BACK OF CURB Ril.MP
,. ~~~
ROAD SfS~ ~""
JI-DRIVEWAY ~DTH VARIES
SEE C SHEETS
PLAN " ,
·-
1/8" TO 1/4"
TYPICAL DRIVEWAY CROSSING (AT GRADE)
DETAIL ffi
NOT TO SCALE
©CONTRACTION JOINT
nRST ANOJ
LAST POSTS,
WHERE SHOWN
ON THE PLANS
NOTE
'f
"'
10·-o·
10·-o·
"Ii
,-TAMPED SOIL AT
POST BASE, TYP
~
I I I
I
" ~
PLAN
EDGE OF GRA\IEL
SHOULDER
/ 6"" DIA SPLIT
· CEDAR POSTS. TYP,
~1· _,
3"-4"01A. /
SPUT CEDAR RAILS__J
~ ;;;-
.,-FINISHED
MORTISE_/
GR"DE
~-
1.7~". TYP
~
s
v I
I
I
I
L~
•N I l_j_j c~ SECTIONA
f""IN9EOIN!l ............... lNWION""'"'"L SC:IEHCES
=
COMMEJ<CIAL
CONCRCTE ~ ""
1. NEW SENSITIVE/WETLAND SIGNS PROVIDED BY COUNT'!"
SHAU BE t.lOUNTED ON SPLIT RAIL FENCE E'IERY 100
fEEf. FOR SPLIT RAIL FINCE. MOUNT IJ51NG TWO (2)
GALVANIZED 3/8" CARRIAGE BOLT. NUT ANO WASHER.
PUT THE WASHER "T THE BACK SIDE OF POST.
PRO.£CT NAl>IE
LAKE TO SOUND TRAIL
SEGMENT A
GREEN RIVER TRAIL TO NACHES AVE SW
ELEVATION
w
SPLIT RAIL FENCE
DETAIL
NOT TO SCALE
ffi
1DO% REVIEW SUBMITTAL FOR RENTON
NOT. FOR CONSTRUCTION
DETAILS
DRA\IIING NO.
40 OF 65
D4
~
SIGNAL POLE EQUIPMENT sc~_§_AU~E
POLf/ VEHSIGNALS PED SIGNALS PEDESTRI/\N PUSH BUTIONS
OFFSET NOTE POlE TYPE STATION TO POLE MTG MTG TYPE MTG SIGN NUMBER CL(fl) QUANT. QUANT. QUANT. LUMINAIRE
TIPE TIPE TIPE CODE
-
0 Ill 202+42.9 28.7 lT ' L{#t>l, bl) l E APS l PPB-M R10-3e(L) 111
@ Ill 202+58.2 21.8 RT 2 l{/121, 22) l E APS J PPB-M R10-3e(l) ]1]
NOTES:
11] LED FIXTURE WITH TYPE 2 DISTRIBUTION, 40COK CCT ANO 10,500-11,~ LUMINAIRE LUMEN OUTPUT. INSTALL BIRD SPIKES AND A PHOTOCELL
DN THE LUMINAIRE ARM
---------------y-
PT STA 201+74.53_!
---.
I
/
I
' I
202+00 --,_
--y-
"A 202+20.70-/
I ~.
l
I --Li_
I I
/,~
I I
I I --
SEE DETAIL 1,
BELOW
I
~·oo· ___.,._~
I /-SEE DETAIL 2, V BELOW
I
GENERAL NOTES:
ALL NEW POLE AND CABINET FOUNDATION LOCATIONS SHALL BE APPROVED BY THE
ENGINEER PRIOR TO EXCAVATION. CONTRACTOR SHALL CHECK FOR MINIMUM OVERHEAD
CLEARANCE OF 16'C FOR ALL SIGNAL HEADS ABOVE THE STREET PRIOR TO POURING OF
THE MAST ARM POLE FOUNDATIONS
2. ALL TRAFFIC SIGNAL AND PEDESTRIAN HEADS AND PUSH BUTIONS SHALL BE SECURELY AND
COMPLETELY COVERED WITH WHITE, YELLOW OR TAN MATERIAL WHILE NOT IN OPERATION.
3. ALL CONDUCTORS FOR SIGNAL HEADS, PEDESTRIAN HEADS, PUSH BUTIONS ANlJ STREET
LIGHTS SHALL BE LABELED IN EACH JUNCTION BOX.
4. FOR SIGNAL SYSTEMS COORDINATION WITH THE CITY OF RENTON, CONTRACTOR SHALL
CONTACT TRANSPORTATION MAINTENANCE DEPARTMENT SUPERVISOR ERIC CUTSHALL AT (425)
430-7423.
SIGNAL NOTES:
0 CONSTRUCT FOUNDATION PER WSDOT STD PLANS J-26.10 AND J-26.15. FURNISH ANO
INSTALL TYPE Ill SIGNAL POLE WITH 15 FT MAST ARM AND 8 FT DECORATIVE LUMINAIRE
ARM (PER COR STD PLANS 1 17. 1 & 117.3). INSTALL SIGNAL EQUIPMENT PER SIGNAL POLE
SCHEDULE ON SHEET TS3 AND SIGNAL POLE EQUIPMENT SCHEDULE, THIS SHEET.
@coNSTRUCT FOUNDATION PER WSDOT STD PLANS J-26.10 AND J-26.15. FURNISH AND
INSTALL TYPE Ill SIGNAL POLE WITH 20 FT MAST ARM AND 10 FT DECORATIVE LUMINAIRE
ARM (PER COR STD PLANS 117. 1 & 117.3). INSTALL SIGNAL EQUIPMENT PER SIGNAL POLE
SCHEDULE ON SHEET TS3 AND SIGNAL POLE EQUIPMENT SCHEDULE, THIS SHEET.
0 CONSTRUCT COMBINATION TRAFFIC SIGNAL CONTROLLER/ELECTRICAL SERVICE CABINET
FOUNDATION PER COR STD DETAIL 126.2, WITH MODIFIED 1'2" FOUNDATION WIDTH ON ROAD
SIDE OF CONTROLLER TO ENSURE THE BACK SIDE OF THE FOUNDATION ALIGNS WITH
ADJACENT SIDEWALK PROVIDE AND INSTALL ELECTRICAL SERVICE CABINET PER COR STD
DETAIL 122. 1 AND BREAKER SCHEDULE ON SHEET TS2 PROVIDE AND INSTALL TYPE M
STRETCH AND SIGNAL CONTROLLER CABINET WITH BATTERY BACKUP, SIEMENS MSO
CONTROLLER, AND ASSOCIATED EQUIPMENT. 0-L'.'~-----'~ ----fiD~<.;=_?pl-~1-1,,,Jf _ I 0 PROVIDE AND INSTALL CONDUIT, SERVICE WIRE ANO RISER ON EXISTING PUGET SOUND
ENERGY (PSE) POLE PER PSE STANDARDS FOR SERVICE CONNECTION BY PSE (DESIGN
TEAM TO CONFIRM WITH PSE PRIOR TO 90% SUBMITTAL)
14+0o
. .,_ --.. --·-/~:_ ---!£1 ---~"'-~---··
__ .,,..,,.. I ~-<-----I ~--·--·. . . . ~/ ,-----. -L(v --~cc;, . _ , I~~-,/
'-0 ---=-=-,,--=.-o~ PLAN ~
21,22,61,62
LED VEHICLE
t l][I uu
46,47
LED COUNTDOWN
PEDESTRIAN
SIGNAL DISPLAYS
CROSSWALK
'" ,o
&
1
2
3
'
5
6
7
a
WIRE
CONDUIT SIZE """ PED.
HEAD HEAD
SC SC
2" SCH 40 PVC
2" SCH 40 PVC 1 l
Y SCH 80 PVC 1 1
2" SCH 80 PVC
3" SCH 40 PVC 2 2
2" SCH 40 PVC
2" SCH 40 PVC
2" SCH 40 PVC
2" SCH 80 PVC
2" SCH 40 PVC
SCHEDULE
"' IUUMINATlON SERVICE/ POW£R
2C/S
RESTORE NEW
EX. CIRCUIT CIRCUIT
:'i )( #2
1
1
2
2 X /16
2 X IJ8
2 X #8
2 X (/8
0
SPARE
+
PULL
CORO
1
1
SCALE IN FEET "W
1u 20
I
I '" I\ I ' I~' ,..__
I_ V I
I I
I
I
I
I
I I
I I
I I
I I
I I
! ,~ 'i
I I '-tJ:::,.
I I
I
-=----~ ;;;7-------,\
----· I
~I
\
\ ©-------~
r·,1~---------1
I 21 · I
I 2 I
I I§-.,, I
I
I
I
I
~I . ON POLE I
0 REMOVE AND SALVAGE EXISTING LIGHT POLL REMOVE FOUNDATION AND WIRING TD
ADJACENT JUNCTION BOXES
© REMOVE EXISTING JUNCTION BOX AND ABANDON CONDUITS.
0 INTERCEPT EXISTING ILLUMINATION CONDUIT AND WIRING AND EXTEND INTO NEW JUNCTION
BOX. SPLICE NEW WIRES TO EXTEND IN JUNCTION BOX TO RESTORE EXISTING ILLUMINATION
CIRCUIT WIRING
© ENTER NEW CONDUIT INTO EXISTING JUNCTION BOX. SPLICE NEW WIRES TO EXISTING IN
EXISTING JUNCTION BOX TO RESTORE EXISTING ILLUMINATION CIRCUIT WIRING. REMOVE
WIRES AND SWEEP FROM ABANDONED CONDUIT.
0 INSTALL LOCKING LID STANDARD DUTY JUNCTION BOX, TYPE 1, PER WSDOT STANDARD PLAN
J-40. 10-03.
® INSTALL LOCKING LID STANDARD DUTY JUNCTION BOX, TYPE 2, PER ~DOT STANDARD PLAN
J-40.10-03
SIGNAL SEQUENCING OPERATION
STEP VEHICLE PED SIGNALS TIME VEHICLE SIGNAL REMARKS SIGNALS [1}
1 ~ SOLID HAND -DARK UNTIL ACTIVATED
2 r:_.i~ SOLID HAND 3 FLASHING YELLOW UPON
ACTIVATION
3 ~ SOLID HAND 3 SOLID YELLOW VEHICLE
CLEARANCE
4 " PEDESTRIAN 7 SOLID DOUBLE RED WALK INTERVAL
5 ~9' PEDESTRIAN 20 ALTERNATING FLASHING
CLEARANCE INTERVAL DOUBLE RED
6 SOLID HAND 60 DARK AGAIN UNTIL ACTIVATED,
MIN TIME UNTIL NEXT ACTIVATION
STOP cy)~' NOTE: GROUND WIRES NOT SHOWN
...,_, ______ _ ,,,~---I
_-:,_ ~_c' I 1&;\
k_}-l I -'
~
ON RED • 24" X 30"
R10-23
8D
TRAIL
X-ING
I.-.-I
24" X 18"
W11-15P
[ill]
24" X 12"
W16-7P
~
SIGNS
[ CROSSWALK ]
96" X 24"
W11A-301
BLACK ON YELLOW
[ill§]
CITY OF RENTON LUA15-00257 $SOP, $-CUP, AND S-V
f:::.. I RE'l1$10NS OATE " DES'GNED
M. KENDALL
DRA\1/N
C. SCHOTT
CH[CK[D
0. KIKUTA
~f'?ROl'E:D
ONE INCH AT FULL SCALE.
IF NOT, 8-CAI.J; ACCORDINGLY
IL NA~
BL 1521084PA T2T2CC-TS1
XJ9 No
554-1521-084 (A/2C
DA 'DECEMBER 2016
DETAIL 1
SCALE IN FEET
0 5 10
-, 7--1
I
9 }I-/' -'-\'2> ______ ., I' Li. r--1--_a.:;. 1 ~-6--
DETAIL2
SCALE IN FEET
0 5
~RO.ECT NMIE
ENG .. EERING. PUNNING. ENVfHlNMENTAL SCENCES
10
LAKE TO SOUND TRAIL
SEGMENT A
.tlQIE.S.;
[1] APPROXIMATE TIMES INDICATED. ACTUAL TIMING TO BE PROVIDED AND IMPLEMENTED
BY Cl1Y OF RENTON
2. IF THE SIGNAL GOES INTO FLASH, THE PEDESTRIAN INDICATIONS SHALL GO DARK AND
THE VEHICLE INDICATIONS SHALL FLASH YELLOW IN BOTH DIRECTIONS.
3 1/0 MAPPING ANO ASSIGNMENT OF LOAD SWITCHES TO IMPLEMENT THE ABOVE NOTED
SIGNAL SEQUENCING SHALL BE PER SIEMENS/SEPAC RECOMMENDATIONS FOR THE
HAWK PEO SEQUENCE. 100% REVIEW SUBMITTAL FOR RENTON
NOT FOR CONSTRUCTION
SIGNAL PLAN
DRA~NG NO
41 OF 65
TS1
GREEN RIVER TRAIL TO NACHES AVE SW
VEH SIG
61
Rl-6-61;._R
R2-664 -a
A-662-o
13°63 --G
666 -w
VEHSIG
YEH SIG
62
Rl_.......; 66_1 ~RuR= 661-R
'R2:---'. .. 6_64!-B f 8=664.-B A---, 662 -0 -O= 662 -0
663-G -G=553·-G
666-W -w=-666 -W
1-5C
1-5C
POLE 0
PED SIG ..
H-741-R
M -742-G
743 -w
. 746 -0
747 -B
PPB46
-744-81 -745 -w
~----------'-1-_,5e,Cc
~-------------'1_-,c2C,,_/"---S
1-SC
SL
SL
b} FROM
SERVICE
CABINET
&
} FROM
CONTROLLER
&
21
R1-·132, -R
R2-624:...B
A --62i"-0
YEH SIG
22
A-62;,;-o -0=622-0
--623-G -G=-623-G
Rl-62·1-i-RuR=:-621-R
R._2°"--924 ... -B FB-.62·4. -B
PEDSIG
,1
--H -741 -R
. M -742 -G
743 -w
746 -0
747 -8
b} FROM
SERVICE
CABINET
&
~
'
/ • s, • !
I ;
u
623 -G
626 -w :626 -W W-= §_4_6 :...w
1-SC
1-SC
BREAKER SCHEDULE
MAIN: 100 Amp, 120/240 V
BRANCH BREAKERS
BBS/SIGNAL: 20 Amp, 120V
ILLUM CIRCUIT #1: 20 Amp, 240V
CONTACTORS: JO Amp (1 EA)
PP8'7
-744-81 I-SC _ 745 -W 1 2C/S
1 5C
POLE@
CITY OF RENTON LUA15-00257 SSDP, S-CUP, AND S-V ~ I f::::. j REV1Sl(JNS joATE jsY j DES~NE~ENDALL (
ONI:: INCH AT FULL &i;:"'-E.
IF NOT, SCA.LE ACCORDINGLY DRAWN
C. SCHOTT
CHECKED
0. KIKUTA
APPROV(D
' " BL1521084PAT2T2CC-TS1
' "' 55+-1521-064 (A/'2C
~ECE~BEl3 __ 2016
} FROM
CONTROLLER
&
£NG .. ..,...,.., .PLANNING ~>f\11~00 ... ,.,.~c oc,Hlei!s
PRO..ECT NASOE
-R-
-0-
-G-
-8--w-
,.,
I
611
612
613
614
616
621
622
623
624
626
631
632
633
634
636
641
642
643
644
646
6M
652
653
654 -656
-R--661
,.,
Q ;;,
f:
"
-0-6~-l'\i
-G-663 -~
-B-664 ~ -w-666-
-671
672.
673
674
676
681
682
683
684
686
SP11
$P12
SPIJ
SP14
SP16
SP21
SP22
5P2J
SP24
SP26
SPJ1
SPJ2
SPJJ
SP.34
SP.36
SP4-1 -SP42
SP4J
SP44
SP46 -
l:j
i
ii
<o
"
VEHICLE SIGNALS
LAKE TO SOUND TRAIL
SEGMENT A
GREEN RIVER TRAIL TO NACHES AVE SW
CONTROLLER TERMINALS
"" ~ '%1w
~ " 'V, ~ SC SC '" ~. er Q
°721
722
723 "' " 726
727
=R 741 =G 742 " =w 743 '<t ''SI-
<,C:"G-=o 746 .. =• 747
761
762 <o 763 " 766
767
781
782
783 "' 786 "
787
PEDESTRIAN SIGNALS
TERMINAL CODING
(8] CONNECT TO NEUTRAL BUSS
,.,
I
-B-501 -w-502
POWER
" ~
" ! le
724
725 = e= 14-4 = w= 745
764
765
784 --18}_
" l:j & i
ii
<o" .. .... "
11
w
PEDESTRIAN
PUSHBUTTONS
[] CONTROL SIDE TERMINAL CONNECTION
~ CONNECT TO D[TrCTOR COMMON BUSS
D SPAR[
100% REVIEW SUBMITTAL FOR RENTON
NOT FOR CONSTRUCTION
SIGNAL WIRING DIAGRAM
DRAIIING NC
42 OF 65
TS2
!
" ~
a
' ~
i ',
' ' ' 3-
l
!
DEGREES CLOCKWISE lO TYPICAL
ATIACHMENT POINT FROM IJ
TYPICAL E
SIGNAL ARM
m~~
.0 .0
CONSTRUCT COLD JOINT 4" BELOW TOP OF FINISHED GRADE 10
ALLOW MONOLITHIC POUR OF SIDEWALK OVER TOP OF SIGNAL POLE
BASE (TYP WHEN SIGNAL POLES ARE LOCATED IN SIDEWALKS)
\
3/4" CHAMFER, NO CHAMFER IN
PAVED AREAS CONDUIT EXTENDS 1 1 /2" ABOVE BASE
ANCHOR RODS AND PLATES PER MANUFACTURERS
SPECIFICATIONS ( 4 EA)
;:;
2"NOM GROUT PAD WITH 1 /2" DRAIN HOLE
\' /Ir
o· + 18o:jl/l ~fL1~t~DHOLES
~
SCORE TOP ANO FINISH FACE OF FOUNDATION TO
MATCH ADJACENT PEDESTRIAN CURB (POLE 0)
:~·-::.·:, .. \ .:' \ : . ~.::.:~·-::
POLE ORIENTATION
ANGLE (POA)
DEGREE$ CLOCKWISE
FROM OFFSET LINE
TO o· POINT 0 BASE PLATE
f*LOCATION STATION
Ro1
'Dtt4r
PLAN
0
POLE ORIENTATION AND
ATIACHMENT POINTS· DETAIL
(4) STANDARD SLOTS ACCEPTING
(4) 1),f-2"~ X (ANCHOR BOLT
LENGTH SHALL BE DETERMINED BY
POLE MANUFACTURER) GALVANIZED
ANCHOR BOLTS
1.5'"-2" A36 STEEL PLATE ---
_,.,/-·
ww ~ • t l lr.j · CLASS "4000" CONCRETE iE I~~ .:_·· . //~ -~ N0.4 RD OR SQ. HOOPS AS REQ'D AT
:t&i •. • · . . :~--2-1/2" CLR
~ ,~ ;_ :----:--_. . 1'-Q" CENTERS
--1 . I !lfil
CONDUIT PER PLAN r WIDTH OR DIAMETER 1
PER POLE SCHEDULE
PLAN
MAST ARM POLE
FOUNDATION· DETAIL
~
.U"l!
N,
N,
' ~:
8 NO 7 BARS EQUALLY SPACED
18"-22" BOLT CIRCLE~___.,.,, [/ ~ '\,I __ _l
STD MOUNTING
BASE PLATE DETAIL
(TYPE Ill SIGNAL POLE)
MAST ARM
POLE SCHEDULE
SIGNAL MAST ARM DATA
NO FIELD LOCATION TYPE HEIGHT(FT) LENGTH OFFSET DIST.(FT) (Z) (POLE i TO ATIACHMENT PT.) WINDLOAD AREAS (FT)2 (X)(Y)
0 STATION OFFSET(FT) LT RT POA A1 A2 B1 B2 ., •• •• •• B7 .. B10 B1 B2 ., .. BS •• B7 B8
202+42.9 28.7 ' 0 '" 19.0 35.0 15 14.5 " 6.5 6 8.7 5.0 8.7
202+58.2 21.8 X 0 '" 19.0 35.0 20 '7 14.5 9 8.5 87 5.0 8.7
CITY OF RENTON LLJA15-00257 SSDP, S-CUP, AND S-V ,1-.-,-------------,.---,.--.------------, i: 6 R[VlS10% DA TE BY DES~NE~ENDALl
DRA\f,t.l
•• B10
16.0
16.0
NOTES:
[iJ
IT]
0
0
MOUNTING COUPLINGS INSTALLED BY FABRICATOR Al OFFSET DISTANCE
INDICATED IN CHART
FIELD INSTALLED.
PROVIDE AND INSTALL DECORATIVE ROAfJWAY LUMINAIRE ARM WHERE SPECIFIED
SEE SPECIAL PROVISIONS ANO COR STD PLAN 117 .3 FOR DETAILS.
LUMINAIRE SHALL BE NO GREATER THAN 95 WATIS
C
POLE
'i_
, ,
0 D
LEGEND
a VEHICLE SIGNAL HEAD
b TRAFFIC SIGN
c NOT USED
d NOT USED
e NOT USED
DECORATIVE ROADWAY LUMINAIRE
g PEDESTRIAN SIGNAL HEAD
h TERMINAL CABINET
PEDESTRIAN PUSH BUTION ASSEMBLY
HANDHOLE
IT]
B1
~
'
~
(X)(Y)(Z)
TOTAL(FT)
'" 435
B2
b
[iJ
l
B10
b
J SEC110N 12"
0
.,
~
'
OJ
SIGN,l,.L DISPLAY HORIZONTAL Cl.£ARANCE (FEET)
FROM STOP LINE
~
MIN. MAX.
116.5 17.5'
45' 50'
MIN. MAX. MIN. t.lAX.
16.5 19.2' 16,5 20.9"
53'-150'
MIN. t.lAX.
16.5 22.0'
4 SEC110N 12" J16.5 17.0' 16.5 18.0' 16.5 19.7' 16.5 20.B'
5 SEC110N 12· ]16.5 11.0' 16.5 11.s· · 1a.~ ,a.s· 16.5 19.s'
VERTICAL CLEARANCE MEASURED FROM lHE
BOTTOM OF lHE SIGNAL HEAD HOUSING TO THE
ROADWAY SURF ACE.
LIMITS OF VERTICAL CLEARANCE REQUIREMENTS
,:; 11, lo
lH
APS { BU_TTON
2'-o"
"'" '
,o
Hl ITJ 1 ,,
i '1'
;~ r'11bio . '
-~ r,.
J' ,
b::.:
' le
~
, , ,
TYPE 2
MAST ARM SIGNAL
STANDARD
ROADWAY
TYPE 3
COMBINATION LIGHTING AND
MAST ARM SIGNAL STANDARD
TYPE SD
SPECIAL DESIGN
CURB OR EDGE
OF SHOULDER
LUMINAIRE
ARM(FT) POLE ATIACHMENT POINT ANGLES (DEG)
C D E F G H J
8 0 0 270 ,so '70 '80
B 0 0 ''° '80 270 '"
PPCJc:CT tJAt..lE
FOUNDATION
DEPTHS(FT)
K 3'RD 4'RD
270 10"
270 ,o•
SEE NOTES D
100% REVIEW SUBMITTAL FOR RENTON
NOT FOR CONSTRUCTION
DRAV1mG NO
43 OF 65
!---+--------------+----+--, C SCHOTT
ONE INCH AT FULL SCALE.
IF NOT. l!ICALE "-CCOROINOL Y
U NA"'E E..CINE£111NG • PLANNING. ENVl~ONMIENTAL SCIENCES
LAKE TO SOUND TRAIL
SEGMENT A SIGNAL POLE SCHEDULE
AND DETAILS
GREEN RIVER TRAIL TO NACHES AVE SW
8L1521084PA T2T2CC-TS1
t t.Q
554 1521 084 (A/2C"
CHECKED
0. KIKUTA
AFPROVEC-DATbEQ~~J?~R 2016
TS3
i
f
i
" ~
I
~
I
• I
!
!
! • ' "
J
l
" I
I ;
50'
...
·~=-~.
"' N
-r--=:-_-y ___ I r
FACE OF BACKWALL
PIER 1
STA ""' 16+29.35
ELEV = 29.97'
30' I -ll_"°
20'
10'
O'
·10'
~
1&+50
CITY OF RENTON LUA15-00257 SSDP, S-CUP, AND S-V
~ I 6 I R£VIS10NS "~ "
~
I.
110·-3·
FACE OF BACKWALL TO FACE Of BACl<WAl..l.
e "' "' e
~
i
"" ~
~-~: ~
'!!
: j . /
I·
~ f.
--y-
-\r--1 -
L SOIL MIXTURE
GROUND
IMPROVEMENT
LIMITS, TYP, SEE
SHEET TESC 9
FACE OF eACKWALL
PIER 2 I STA • 17+39.60
, ELEV = 29.97"
I
·-·-·-~·-·..i--·-·-·-·-·-·-·-•-d A.:s§?l .. I', \\E)I 20 80
RIPRAP~"-.~
100-YEAR FLOODPLAIN
(2010 DFlRM)
• lo
I
1o '',-c_·~·-·-·-·-·-·-·-·-~-~·210!'.)~· -
/
SURFACE WATER
DESIGNED
.,... "ELEVATION lJDAU.Y
--.._ ' -·-__. INFLUENCED
ELEVATION
1•;10·
P=PINNEO
E=EXPANSION
""----EXISTING GRADE
moo
SOIL MIXTURE GROUND
IMPROVEMENT TYP,
SEE GEOTHECHNICAL
REPORT
17+50
• '$
I .,
;,;
I ;.,
BOTTOM CHORD
* VERIFY DIMENSION WITH
PREWANUF ACTURED BRIDGE
SUPPLIER PRIOR TO CONSTRUCTION
GENERAL NOTES:
SPECIRCATION AND DESCRIPTION
1. All MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE WASHINGTON STATE
DEPARJMENT Of TRANSPORTATION (WSOOT), STANDARD SPECtf1CATIONS FOR ROAD, BRtDG£. AND MUNICtPAL CONSTRUCTION
DATED 2016 AND AMENDMENTS.
2. THIS STRUCTURE HAS BEEN [)[SIGNED IN ACCORDANCE WITH THE REQUIREMENTS Of THE AASHTO LRFO BRIDGE DESIGN
SPECIFICATIONS SEVENTH EDmON 2014, AND THE MSHTO LRFD GUIDE SPECIFICATIONS FOR THE FOR DESIGN OF PED£STR1AN
BRIDGES, 2009.
3. THE SEISMIC DESIGN Of THIS STRUCTURE SHAL1 BE 1N ACCORDANCE WITH THE REQUIREMENTS OF THE MSHTO GUIDE
SPECIFICATIONS FOR LRFD SEISMIC BRIDGE DESIGN 2ND EDmON USING SEISMIC DESIGN CATEGORY D. SITE CLASS D. PEAK
GROUND ACCELERATION Of 0.45G, AND 0.2 SECOND ANO 1.0 SECOND SPECTRAL ACCEL£RATION OF 0.99G .A.ND 0 . .33G
RESPECTIVELY.
4. PREMANUFACTURED BRIDGE SHA.Li MEET THE FOLlOWING LIVE LOAD REQUIREMENTS:
PEDESTRIAN LIVE LOAD: 90 PSF
VDilCULAR LOAD: H10
SNOW LOAD; 30 PSF
LIVE LOAD Dffi£CT10N: SPAN/360
FUNDAMENTAL FREQ; >3 HZ VERT, >1.3 Hz LATERAL
5. BRIDGE MANUFACTURER SHALL FURNISH PREMANUFACTURED BRIDGE SYSTEM, STAMPED STRUCTURAL DRAWINGS, DETAILS ANO
STAMPED STRUCTURAL CALCULATIONS. STRUCTURAL STEEL SHALL BE A5TM AB47 OR A5TM A588 WEATHERING. FORM DECK
SHALL BE GALVANIZEO.
6. MATERIAL PROPERTIES;
BRIDGE:
CONCRETE;
DECK:
REINFORCEMENT;
ANCHOR BOLTS:
MISC STEEL:
F'y "' 50,000 psi (WEATHERING) r c = 4000 PSI (CLASS 4000)
f'c = 4000 PSI (CLASS 40000)
A5TM A706 GRADE 60
ASTM Fl 554 GRADE 36, GALVANIZED
ASTM A36 GALVANIZED
7. THE NUMBER ANO LENGTH OF' REINFORCING BARS SHALL BE DETERMINED BY THE CONTRACTOR FROM THE PLANS. FOR HOOKS
AND BENDS ON lHE REINFORCING BARS, USE STIR RUPP /TIE HOOK AND BEND DIMENSIONS IF REINFORCEMENT SPECIFIES A
STIRRUP OR TIE, OTHERWISE USE STANDARD HOOK ANO BENO DIMENSIONS, UNLESS NOTED OTHERWISE.
8. SPLICE REINFORCING BARS AT ALTERNATE BARS, STAGGERED AT LEAST ONE SPLICE LENGTH OR /IS F'AR AS POSSIBLE, UNLESS
OTHERWISE SHOWN. THE FOLlOWING LAP SPLICE LENGTHS SHALL BE USED UNLESS OTHERWISE SHOWN.
~ ~ llNOOAlfD ®Pl
i4 2· -o· 2' -o· s 2· -o· 2· -6"
6 3'-o· 4'-o"
7 4'-o· s·-o·
9. UNLESS OTHERWISE SHOWN IN THE PLANS, THE MINIMUM CONCRETE COVER MEASURED FROM THE FACE OF TH£ CONCRETE
TO THE FACE OF Alf'f RONF'ORCING STEEL SHALL BE 1X INCHES AND SHALL BE 3 INCHES CAST AGAINST EARTH. EDGES OF
CONCRETE THAT Will BE EXPOSED UPON COMPLETION OF THE STRUCTURE SHALL BE CHAMFERED 1'4 INCH UNLESS
OTHERWISE NOTED.
12· -o·
INSIDE or HANDRAIL
It TRAIL ALIGNMENT
It PEDESTRIAN BRIDGE s·-o· _ l _ s·-o·
PROFILE GRADE
AND PIVOT POINT
O.OOS
GALVANIZE STEEL
F"ORM DECK
I A-LINE
V SAFETY RAIL
5• NOMINAL.
CONCRETE DECK
W/6x6 W2.9xW2.9
WWF INCIDENTAi.. TO
CONCRETE DECK
FLOOR BEAM
o.oo,:
~·._.:·
TYPICAL PREMANUFACTURED BRIDGE
SECTION
1/2'-1'-0'
PRO.l:CT NAME
TOP CHORD
VERTICAL POST
:!l
~ 113' 1/C
c1; P\11 STA 16+84.SB
!;; ,.
+ ~
... ,.._ EL=J 1.46' ..: '° K=21.43 <
ti,~ HIGH PT STA 16+84.58 ti,
~~ ----~I"
"'""
A.UNE PROFILE
100% REVIEW SUBMITIAL FOR RENTON
NOT FOR CONSTRUCTION
D. MONTIER I ONE ONCH AT FULL~~. -I [)R!,WN IF NOT, •c,11.U ACCORDMIICl,.Y ii I I I l=~:a• ; :~E~i'::,:;,ci ..,,.£UF I l:E2~;:;;~i~~~· I II GREENRIVERTRAILTONACHESAVESW I I 51 I
DR.O.WING NO.
44 OF 65 LAKE TO SOUND TRAIL
SEGMENT A -~NE .. ING PU.NNINO. ~NVJ~ONMeNTU SCl"NC_!! BRIDGE PLAN AND ELEVATION
I
" ~
~
~
i
~
!
I t
~ g
" ~
j
1
f
~
l
-~
i
! e
~
PIER 1
FACE OF BACK WALL
1J_9~-::3:
FACE OF BACKW,
FACE OF BACK
PIER 2
FACE OF BACK WALL
:i.-~~~-----------------------,
'JALL
1)1" I , 110'-o"
------11 PREMANUFACTURED BRIDG
h ~12·
BRIDGE BEARING ft
SEE PREMANUFACTURED
BRIDGE PLANS, (TYP)
PINNED ·--..
··· ... "'
-';
'
STA 16+29.35~
.!. r
"..j~
I
;.., ..
1·-0·11'-4,lf
1'-7,>S:" 2'-10)f
4'-6"
FOOTING
CITY OF RENTON LUA15-00257 SSDP, S-CUP, AND S-V
~!
s
' ro
!
• VERIFY DIMENSION WITH
PREMANUFACTURED BRIC
SUPPLIER PRIOR TO CO
: OUT -TO-OUT ~
--·---------·~-----<+--~
GE
<STRUCTION ~L __ -. -·---/-
.---
I
'
:f:):
11 I
ro; , I/
I [/'
~~ ",., / I
fl~--------1 5--· I ~e ~
"I~ A-LINE ----I--.1 § NlS 31' 48.88"W 00
!f
'!:!
I ro
~iCL -I= ~ !'-'
N~
~ I GROUND IMPROVEMEN
NOT SHOWN FOR Cl.AA
PLAN· F~UN~ATION ~
I
I
~
I
·ro
'o
'
:Scc :, to
-·---~~----~--+---+--+~
1'-41:2" 1'-0"
2·-10),'' 1'-7.lf
_ 4'-6"~
FOOTING
FOUNDATION NOTES:
BRIDGE BEARING fr_
SEE PREMANUFACTURED
BRIDGE PLANS, (TYP)
EXPANSION
A 17+39.60
6x6 W2.9xW2.9 WWF
LAYOUT DIMENSIONS ARE MEASURED AT i+_ OF ABUTMENTS AT 64"F. ADJUST X6" FOR
EACH 10-CHANGE FROM SETTING TEMPERATURE.
2 GEOTECHNICAL REPORT WAS COMPLETED BY HWA GEOSCIENCES, INC., PROJECT
2010-100-21, DATED OCTOBER 2016 CONTRACTOR SHALL REFER TO THE
GEOTECHNICAL REPORT FOR THE LOCATION OF THE SOIL BORINGS.
3 CONTRACTOR SHALL REFER TO GEOTECHNICAL REPORT FOR SOIL MIXTURE GROUND
IMPROVEMENTS REQUIREMENTS.
4 THE CONTRACTOR MAY BACKFILL BEHIND THE ABUTMENTS PRIOR TO PLACEMENT OF THE
SUPERSTRUCTURE
EDGE OF BRIDGE---1
JOINT OPENING
L4x4:if4x12'-0" LG
ASTM A36, GALVANIZED
WITH JS_'" DIA x4""
STUDS @ 12" OC
,/;>/
--·--·-·-,--'<''
/
'·"
ADA COMPUANT EXPANSION
JOINT COVER
ft. )f'x15"x12'-0" NON-SLIP
SURFACE GALVANIZE STEEL
A572 (SLIPNOT OR EQUAL)
BEVELED EDGES
,~TOP OF
/ BACKWALL PIER
J~.
·~.
2 ~,_ ATIACH PER
M1 I MANUFACTURER
DECK FORM_/
,//
PREMANUFACTURED //
BRIDGE---/
EXPANSION JOINT
SECTION
3"=1'-0'
CI:::,
SI
100% REVIEW SUBMITTAL FOR RENTON
NOT FOR CONSTRUCTION
F0 /\ TE BY D(SIGNW PR0£CT ~AhlE DRA'MNC NO
45 OF 65 ;/: L.:,. R['vlSIONS DA 0. MCINTIER ON~ INCH AT FULL $CAL~. ~·-LAKE TO SOU NO TRAIL
ORA':! VALENCIA
1
~LN~, IICALEACc:ORDlNGLY ; e<a1wnR1NG PLANN1NG.EN,OROt/M£l'ITALS.C1ENces SEGMENT A I BRIDGE FOUNDATION LAYOUT I ~ CI--ECKED BL1521084PAT2T2S-02 ' I I S2 I . -· '=" J. MERTH 554-1521-084 A 2C GREEN RIVER TRAIL TO NACHES AVE SW ~ APPROVEO L.:'.°':'10~EC~E~-~BllE!R:..l:20~l~S'---.l-----------------.l-------..;.-------------..I
"' ' ' .. '
f
l
0
' C-
'$
' ·-
BRIDGE
BEARING
t (lYP)\
/
/
/ I
G]#•_/ 1'-1W5:" 1'-0"
" g
•
J
<
i ,
~ I ELEV 29.97'
.
~ . . I ro i
'
~ ~ • ~
@
!
f
" §
~
~
I
f
" f
!
i e
!
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°' '
ELEV 20.80'
@]
;,,
' °' *
' ;..,
$
I
• .
I
I
' .....
*VERIFY DIMENSION WITH
PREMANUFACTURED BRIDGE
SUPPLIER PRIOR TO
CONSTRUCTION
I A5 I #4-14 EO SPA O 1'-0" MAX
13' all"
ANCHOR (i TO
ANCHOR ((
~ PIER
,
14'-3" /
7'-1,lf I
' 7' 1!,"
20' O"
PLAN
1/2"=1'-0'
~ #5,~ #4-14 EQ SPA@ 1'-0" MAX
(( PIER
$
I
/
/
/
V
/
\
'
A7 #5
G #5 -19 EQ SPA@ t'-0" MAX
LOOKING BACK AT STATION
PIER 1 (PIER 2 SIMILAR)
ELEVATION
1/2"=1'-0"
--
'
CITY OF RENTON LUA15-00257 SSDP, S-CUP, AND S-V
·~
/
I
/
I •
j
V
rt: D REVISIONS DAli: 8Y DE~GNEO
0. MCINTI[R ONE INCi-i AT FULL $CALE.
ORA\\t,l IF NOT, SCALE ACCORolNGLY
,.., A. VALENCIA ,u. NA"'l ~ CHEC~ED BL152108-4PAT2T2S OJ
GJ #4
5 EQ SPA @ 1'-0' MAX
I ~ CONSTRUCTION
~#4 I I : I I I ~ V JOINT, OPTIONAL END OF BRIDGE
110'-0"
~#4
I
' + < -~ ~
~
§ 8
'. +
0
'
" ...
'/
1' o· I' I QI," ~ I";'\
-.
A4 I
V cc
JC
'
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. _./
B
CTION
PTIONAL
#5 (lYP)
,;::, lo'. ii 0~~ ..
~#4
+LJ "'Ila, ..,::::1: ~· ~o
N~
@ ,r-
0
' -t---
-~ ow
~ ~ ,'.,~ <,. w ~· ~o ..,..~ ..
l:E]#s. EF
/
\
\
*13'-a.Jf' -f ANCHOR (f_ T"
ANCHOR ((
BRIDGE
BEARING ft
'$'
:;;
;:J i': • §1
Ow '~
~! ·ow
::: g
ii' rn
BRIDGE LENGTH
3", _6"
' •
(2) 't4"¢ ASTM1554
GRADE 36 MIN,
GALVANIZED ANCHOR RODS
W/2 NUTS AND (1) 2"
OD WASHER EA BEARING
'ef;
b
' ;...
... 'l---j--~
/ -L,t--1 1 It Y.ix3x9
SECTION ©
3/4'=1·-o·
FACE OF BACKWALL
,·-o· I ,·-•Jr
rEB
* VERIFY DIMENSION WITH
PREMANUFACTURED
BRIDGE SUPPLIER PRIOR
TO CONSTRUCTION
PLAN
ELEV 29.97'
1 "± GROUT BEFORE
BRIDGE PLACEMENT ,~ ~" CHAMFER
\I : :
.'--...-.._.......--•I A3 I #5
GRAVEL BACKFILL
FOR WALLS TO TOP
OF SU8GRAOE ~
6"11 PERFORATED
UNDERDRAIN PIPE~ . ,::;
GRAVEL BACKFILL ~ ,__;_,_
FOR DRAINS
GEOTEXTILE FOR
UNDERORAINS
FOUNDATION
ON GROUND
IMPROVEMENTS~
_r
CLR
Al I #5
@]1,
B EQ SPA O 6~~4 -0"
TOP AND BOITOM
PIER 1 (PIER 2 SIMILAR}
SECTION ffi
J/4"=1'-0"
.-.CRIN<> PU-NG ~NW!.ONMENT.1,1,SCIENCH
;.,J:5 u
FRQ.£:CT NAME
LAKE TO SOUND TRAIL
SEGMENT A
ANCHOR
DETAIL
1"=1'-0"
,. 0"11' 4)f
4'-6n
BACKFILL
DETAIL
1;2·=1·-0·
11\
;,,
' °' •
SECTION
11~~ . "O u
r SEE CIVIL FOR
1
, RESTORATION
~ FOUNDATION
ON GROUND
IMPROVEMENTS
10D% REVIEW SUBMITTAL FOR RENTON
NOT FOR CONSTRUCTION
ORA'MNG NO
46 OF 65
>-J. MERTH J06s~4--1s21 064 fAl2C'
PEDESTRIAN BRIDGE
PIERS 1 AND 2 ~ APPROVED DAlJ.1 ---1-,.,,,.,.,,no~ I 11 GREEN RIVER TRAIL TO NACHES AVE SW I
j ECEMBER 2016 • • l.----------------------...1
53
E = Bar is to be epoxy coated. S = Bar is included in
substructure quantities.
L = Lump sum quantity.
T = Transverse
V = Bar dimensions vary between dimensions
shown on this line and the following line.
" :::
1 c
~
•
i
• e
§
!
~
~
" f < ~
"
9 ;
j
" t ; :
~
~
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0
;
or S = Seismic
w a:' ::E ~ • 0£ 0 ~ Bi~e:8!/l u
"' ci ~ <
LOCATION g3 ~~~~~~ w :;iz a " 0 ~ ~3uig~ ,
SUBSTRUCTURE
Al ABUTMENT FOOTING 1 AND 2 5 40 83 S s
A2 ABUTMENT FOOTING 1 AND 2 7 36 50 s
A3 ABUTMENT WALL 1 AND 2 5 30 74 s
A4 ABUTMENT WALL 1 AND 2 4 52 56 s
A5 ABUTMENT WALL 1 AND 2 4 60 50 s
A6 ABUTMENT WALL 1 AND 2 4 64 50 s
A7 ABUTMENT FOOTING 1 AND 2 5 8 50 s
AB ABUTMENT WALL 1 AND 2 4 48 50 s
CITY OF RENTON LUA15-00257 SSDP S-CUP, AND S-V
DIMENSIONS (Out to Out)
u w X y z
Ft. In. Ft. In. Ft. In. Ft. In. Ft In.
4 2.0 2 1.0
19 60
2 1.5 6 0.0 6 0.0
16 0.0
4 7 0
4 3.0
19 6.0
8 g 0
"' 6 RE'v1~10rl5 OATE BY DESIGNED
o_ -D. MCINTIER ONE INCH AT FUI-L &CAL.I:. I
DRA\IIN IF NOT, IK.ALI! AGCORDINGLY
..,. A. VALENCIA -'~c N!-:'l-, 5' CHEC~rn BL1521084PAT2T2S-03
,:.. J. MERll-, JO\l04 1521 084 fAl2CI I
j 1 j 2
Deg D,:,g
LENGTH WEIGHT
Ft In Lbs.
13 5.0 560
19 6.0 1435
14 1.5 442
17 1.5 595
4 7.0 184
4 3.0 182
19 6.0 163
8 9.0 281
f;Mllt<EEfl.lHQ PL.ANMrNG E>MROM ... MTALSC:IENCES
2 APPROVE]) DA TE I j DECrnBER 2016 I I
PRO.ECT NA~E
LAKE TO SOUND TRAIL
SEGMENT A
GREEN RIVER TRAIL TO NACHES AVE SW
3
3
3
BENDING DIAGRAMS
u X y z
TYPE 50 ", I TYPE =-r t"~x TYPE 51 ::, 3
C TYPE 52 ::,
::, u u
C TYPE 53 J y z y z
TYPE 54 J ~ lfx TYPE 55 3 3
TYPE 56 l
X
TYPE 57 7 u X u
TYPE 58
TYPE 59 ::, 135·0 ~ u
)-W·
u w
ADD Y FEET FOR E\IERY
Z FEET OF SPIRAL LENGTI,
TO ACCOUNT FOR SPLICES
TYPE 67
X
>-,
y
I
n w X LJ . LJ __ ~PE,72
3 1 __ "_,, t
3 EJX,
;1;1
X
u u
u
I ;1;1 • X
u
~ /Y TYPE 80 ,, -u
j 1 TYPE 84 / "c TYPE 79
[!J'
u ~c/y
TYPE 81
. IL2 I 2
. "c , ,
TIPE 82
135"
u
w w
~.
3 I 3 135'
u u
TYPE 89 TYPE 83
NOTES
1. ALL REINFORCING BARS ON THIS SHEET SHALL BE ASTM A 706
UNLESS SHO~ OTHER'MSE.
2 BEND FOR TRANSVERSE BARS DUE TO ROADWAY CRO'M-1 CONDITIONS
HAS NOT BEEN SHOWN THESE BARS SHALL BE BENT AS REQUIRED
TO CONFORM TO THE CONFIGURATION OF THE STRUCTURE
100% REVIEW SUBMITIAL FOR RENTON
NOT FOR CONSTRUCTION
BARLIST
DRAIIING NO
47 OF 65
S4
~ ~\"' '
0
~
GREEM RIVER .. -----
o~~-0 -:,.~f,-
,,,,---_------~-------. ' ~ / * $ * ~ .,,.,,* * ·o o * ' o * o o $ ~ 0 " " * 0 'II' ~ \
~ ' G~EM RIVER TRAIL
-l
', I ', 0 '> ~ ~ "' ' w \ ' ··,, im
0
'
~ 1
CONSTRUCTION MOTES:
r:°'\ Pl.ANTING· AREA CLEARING AND GRUBBtlG. STAKE OR FLAG \..;..J PROPOSED PLANTING AREA LIMITS FOR APPROVAL OF
PROJECT REPRESENTATIVE PRIOR TO STARTING CLEARING
WORK. CLEAR AND GRUB ROOTS ANO REMOVE AND
Of.iPOSE OF ALL UNWANTED VEGETATION IN THIS PLANTING
AREA. Lf.A\lf S()jl IN PLACE SEE SPECIFICATION FOR
UST OF UNWAN"Jill VEGETATION.
(":;'\ COMPOST. PLACE 3" LAYER COMPOST OVER THE ENTIRE
\::.) SURFACE OF THIS PLANTING AREA
0 WOOD CHIP MULCH. PLACE 3" LAYER WOOD CHIP r.4UlCH.
GENERAL NOTES:
1. S£E SHEET MP6 ANO FOR PLANTING DETAILS ANO
REQUIREMENTS.
2. LOOSEN ANY SOILS IN PLANTING AREA.S COMPACTED
BY CONSTRUCTION ACTMTIES BY RIPPING OR TILLING
THE AREA TO A DEPTH OF 24".
·j·~ I:~
-•• ~"-1w
I
I '•._, ',,,-..__ 1~
', ~ ----, w '•,, '-------__ -----c-----e-----Z ',, -2+00 c_-----c ---1-
TREE REPLACEMENT CALCULATION FOR
3 PLANTING AREA UMITS ANO INTIRPLANTING LOCATIONS
SHALL 9£ STN<EO IN THE FIELD ANO APPROVED BY
PROJECT REPRESENTATIVE PRIOR TO PLANTING.
''-------x+--~"!E ____ ,....:.cc=J-°".::'.,"'.:..,___,Jf
SIGNIFICANT TREES
~
gj
" N ,
! e
' I
j
e
i
-,___ _ ___ c.-=-1-)(----:i1t.)
,.,,-------------------------------------·__;;O>-""-:; ____ , _____ , ___ , ___ , ____ :_:::=_,~ I
I I
PLAN ®
SCALE IN FEET ~ FORT DENT PARK
DIAMETER• OF TREE NUMBER Of REMOVED (•t,ffASURED
AT HEIGHT OF 4.5 FEET REPLACEMENT
FROM THE GROUND) TREES REQUIRED
~-6 INCHES (SINGLE TRUNK);
2 INCHES (ANY TRUNK OF A 3
MULTI-TRUNK TREE}
OVER 6-8 INCHES 4
OVER 8-20 INCHES 6
OVER 20 INCHES 8
TOTAL
~ I ~"
' .,
f
" -"'-----1 •• ---.' C -" __ , __ IN * 0 ',,, ---/_ --==--=----~+----------~l-~::;cJ~ 0 -~ Q '---/ -·--4 () * I ---,,_,_,, __ •-------·----·, -'l!
I
Q \ * ~ ------------------,/---~ '"7;/'~ ___ , -----•---1-,--:--• ---'~ ---~ -lw
C ";I\• ,' ___ ,__ ~' --------------------=---=-i-----r-.tH
1 ~ o O ~ o ""'-o~---?~"-------:----~-------------cs=-c<-,, __ L
0 • "' •''1i' 0 Jv ~----·' ~ ___ ,-----~~".'.':__-,_~---,_-_______ c,--------:~
0 20 40
/
/
----__ _.._ ___ PA,----
I
O ~ ~It, 0 Ji:t ------_____ ,___ ~ ___ ,--0 ' c -. ~ '1i' . ~---,---?"------/_,__ ~ . I ' Ii . -----_, /--~ --"" "' ' ' "
O
>I ~-----,.-,,,,~~__--•-,_ --... ;-, ----,-,,---'"7;/'~ o·· ·*.\ ~ -j' t 1!t
0 ' / _,__ • I"'
ml -, ___ ----, •
: J ---k~--i I ii, _J X • ---,i'_,----. __ * I •• ---____ , ---, ___., ---I-' I zl ___ , --' -X •-----------------I t,--,='~', X -X :;-• _:,_, ----
·~ ' '• ' --~ X I ---' -:El ,, ---~-+-,-----' ' ------' , --______ , ---, , ~ ------I
: ' ----,__ ---------------,----' ' ----------------I '. I --------------------------------------
' I , -~m-""' ~ ~ .~J,~8g, ' ' -·--"" ---:I I 40 ~"~= 5 o ,o J _J . --! S CUP ANO S V ONE~~H~~~-y ' =-' -• ·--· -"""' ···-. --·~ ' -· W'>S =s,s •• , .s•••
0
"'"'·-~-ClN_J ,
-• ''* -~ ' ! " --''"'"'"" .,.._ ~-' >
~ APPRO\IED
EIIGINEERIOO. KA ......... ~-ON ... NtAC SCE'tCea
PRO.£Cl NAME
LAKE TO SOUND TRAIL
SEGMENT A
GREEN RIVER TRAIL TO NACHES AVE SW
NUMBER OF
TREES REMOVED
1
2
5
' 10
NUMBER OF
TREES TO
REPLACE ONSITE
3
8
30
16
57
4. ALL PLANTS TO BE SAVED ANO PROTECTED WITHIN
CLEARING AND GRUBBING AREAS Will BE FLAGGED BY
PROJECT REPRESENTATIVE. NOTIFY ENGINEER 5 DAYS
PRIOR TO START OF CLEARING ACTIVITY. USE ONLY
HAND TOOLS ANO METHODS WHEN WORKING INSIDE
THE DRIPUNE AREA OF EXISTING TREES ANO SHRUBS.
5. PLANT DEBRIS FROM REMOVAL OF INVASIVE PLANTS
OR PRUNING SHALL BE REMOVED FROM THE SITE AND
DISPOSED OF PROPERLY.
LEGEND:
--------URBAN CONSERVANCY BUITTR
WETLAND BOUNDARY
------ORDINARY HIGH WATERLINE
• ................................. • DESIRABLE VEGETATION EDGE
EXISTING TRffS
. X · X EXISTING TREES TO BE RE"40VED
HABITAT LOG, SEE SHEET MP-6
1 BRUSHPILE, SEE SHEET MP-5
f:· t··t-t\"¥$,)·f.~16.,i TILL AREA TO 24" DEPTH
PLANTING QUANTITY TAB
-THIS SHEET OHL Y •
ITEM ' OUANTilY
TREE REPLACEMENT PLANTING I
,\\/,; NATIVE CONIFER TREES -SPACE 15 O.C
1110 IR 10
4~'-WESTERN RED r:t ' 14
' ,,
" NA IVE DECIDUOUS TREES -SPACE 15 O.C.
'°' ' 14
" . OREGON ASH ' 9
'
100% REVIEW SUBMITTAL FOR RENTON
NOT FOR CONSTRUCTION
MITIGATION PLAN
DRA'MNG NO
48 OF 65
MP1
" ~
1._.__:5 i...,..z
.....JI Q_ 0Q
' ........_, >-~ >-~ ~ I ~ C> ecw ----, I o.-u~
I Z~~ I ---J
O~o... I ---.._ /
z~a:: I --e ..
1
C>~ ~ ----V, uic,.. /
~,--__ __Q_ _______ _;_I -.Q/f/('L._ --------"li~11
I------' .. , ---fH " I ----------........ --_,
iJi f ::.,_-::_-:: ,_-::_-::_,_-::::.ca::.C"_-::,-::_-::_-::,-::;"_ --: ------------/ wi--_ A-UNE a... ---,-,----;_--:_-_::_-_ I I -------, W -----+-_ \ -r--~::-' . , U> -'.:._ -r-__ >< I ---,----, _____ ,___ -=-I --,__ I 'A~
~,:_:,=~= -~------=~~~;c:..-:.--c-.._ -_--__ ------,. : X ~ 0
-1 --------~ ---, .1 ' -• ..I ------. I ----X -
0 ----;..:::."'-.,,.~---. .._ ..... ._ __ -~, k ______ f L------_:.r--::r_-----r-/llJ :cl -----f'/J, -----_-:_"-~--..________,"'oa :--·~ ,<' ' i '"'
'°" ------I __ :::::0.c::----~----~'_:----,-----•-----,------==.:141 <, ----,-----,>----1------------,o,tO------------"'
:Ii : '* ----,-=:.::_-I -+ -----ri,
I
I I X --I .-"--:::;-=::-_::-_-;_:_:::;C"_-::-~~=.cc,.=-.::c--::,=i-----,1$
I
I
I
X X>< ' -..J
1 "l"'X.: ; 'a ~ fi"'"'-----------------------4~ '/: X : //;;.
0 §: a 2 a. I --------l ,$ ~ 5 ~ t;S ------: ,..,
<.) I-0 Ci::: I ---I , ------------:.__ I .... " ---c
PLAN ®
SCALE IN FEET Ai
0 20 40
LA CK RIVER '-B -~-~ ~ x~ _,,---~ ----~---;,-< ~ 'c,, " ---
--\ y'-----" -/ \ . -----•!'-· / ' ',, .... -<
-;--------
' ' -
E,
l
1
@
1
i,..... .... ____ ,, / ' ' ' .,.,.. "'
' ------/ \ ' 1'!:_""
l--\ -"'--/ ' "', ,-;-------"'4,:_.~~ --_,, n , , , . , "C---
" " "-, ' -'
I
r ---c ,---,__, , '--' _. nH; '--"
·r.....Qttl!!L ___ --=-><.:_:_____ ---rh 2~~. 21 -~~
----'
• '_x-' ""-
?t, __ ___,-o, _ ___,
El"''· -,------..... __ ~." -.. . -----------
~'--" '"=-~ ·<---··-• ' ' / .,~--,-~~ ----ir · · · ·· . · --·--~ · · .. _ ., ___ ..,. ·----~-~ , ----'.::--~ =----.. -_:c,'-·"'s:--. / --~~~ -~ -m\ ,, ------:cL,. __ =~---· ---~, ...... ,_.. ."-j ---~. I
~
---<s
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l / r ,/, -~, '"'"'"·"•""~---:·---·~:. ---· '"-----~----~c:-::----· ~ "' , ;,, I ----· __. ---". ·, ,._,.. " ---\ '' '--,, ' " -----
; -
-/ --------' / I --------' ' -------\ ' -------------------1---------------
' ~
j
' i
' ' \
I
I
CITY OF RENTON LUA15-00257 SSDP, $-CUP, AND S-V . . ---;;' 6 REVISIONS DA TE B J. SWENSON ONE INCH AT FULL SCALe.
ORA WN IF NOT. SCALE ACCORDING I. T
0
PLAN ~
SCALE IN FEET 1
20 40
STATE OF
WASHINGTON
UCENSED
LANDSCAPE ARCHITECT
ENGINEEl<l"" • PL.11""",IG • £NVIRONIIENTAL SCtefCES '"' J. SWENSON "L~Bt~21084PAT01200C-MF-a
o. CHECKED .OB tlo I
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PR0£CT NAME
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LAKE TO SOUND TRAIL
SEGMENT A
GREEN RIVER TRAIL TO NACHES AVE SW
CONSTRUCTION NOTES:
0 MffiGATION CLEARING At.D GRUBBING. STAKE OR FLAG
PROPOSED PLANTING AREA LIMITS FOR APPROVAL OF
PROJECT REPRESENTATIVE PRIOR TO STARTING CLEARING
WORK. CLEAR AND GRUB ROOTS AND REMOVE AND
DISPOSE Of ALL UNWANTED VEGETATION IN THIS PL.ANTING
AREA LEAVE SOIL IN PLACE SEE SPECIFICATION FOR
LIST OF UNWANTED VEGETATION
(";;'\ COMPOST. PLACE J" LAYER COMPOST OVER TI-,E ENTIRE
\:.,/ SURFACE OF THIS PLANTING AREA
(7\ WOOD CHIP MULCH PLACE J" LA'r'ER WOOD CHIP MULCH
\::,_,; OVER Tr,[ ENTIRE SURFACE OF THIS PLANTING AREi\.
GENERAL NOTES:
1. SEE SHEET MP6 AND FOR PLANTlNG DETAILS AND
REQUIREMENTS.
2. LOOSEN ANY SOILS IN PLANTif.lG AREAS COMPACTED
BY CONSTRUCTION ACTMTIES BY RIPPING OR TILLING
THE AREA TO A DEPT11 OF 24"
3 PlANTING AREA LIMITS AND INTERPLANTING LOCATIONS
SHALL BE STAKEO IN T11[ FIELD AND APPROVED BY
PROJECT REPRESENTATIVE PRIOR TO PLANTING.
4. A.LL PLANTS TO BE SAVED AND PROTECTED WrTHIN
Cl.EARING AND GRUBBING AREAS WIU BE FLAGGED BY
PRDJECT REPRESENTATIVE. NOTIFY ENGINEER 5 DAYS
PRIOR TO START OF CLEARING ACTMT'i. USE ONLY
HAND TOOLS AND METHODS WHEN WORKING INSIDE
THE DRIPUNE AREi. OF EXISTING TREES AND SHRUBS.
~ PlANT DEBRIS FROM REMOVAL Of INV~\IE PLANTS
OR PRUNING SHALL BE REMOVED FROM THE SITE AND
DISPOSED OF PROPERLY
LEGEND:
--------URBAN CONSERVANCY BUFFER
WETI.ANO BOUNDARY
------ORDINARY HIGH WATERLINE
• ..... -..-.. ...... ..-.....-.. • OESIFWlLE VEGETATION EDGE
EXISTING TREES
X . X EXISTING TREES TO BE REMOVED
t--HABITAT LOG, SEE SHEET MP-6
-f" BRUSHPILE, SEE SHEET MP-6
----, TIU AREA TO 24" DEPTH
c======o STRAW WATIL.f
PLANTING QUANTITY TAB
• THIS__S_HEET ONLY·
"'' QUANTllY
STREAM BUITTR ENHANCEMENT
Pl.ANTING AREA
SEE SHEET MP3 FOR MORE
INFORMATION
BUFFER VEGETATION
CONSERVATION PLANTING AREA 9l,Vf\r
TREES SPACE 12 OC
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LANDSCAPE ARCHITECT PRO.ECT NAME
eHCilllaltltG . PLANNING • ENVIRONIIENTAL SCIENCES
SYMBOL I rm1
STREAM BUFFER ENHANCEMENT
!PLANTING r:~ -SPACE 12 O.C.
LAKE TO SOUND TRAIL
SEGMENT A
O.C.
GREEN RIVER TRAIL TO NACHES AVE SW
,-0. KIKUTA ~\'5°4-1521-064 (A/2C\ ~ APPRoV1:o DATDEcEMBER 2016 1 1
QUANTITY
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CONSTRUCTION NOTES:
0
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PROPOSED PlANTING AREA LIMITS FOR APPROVAL OF
PROJECT REPRESENTATIVE PRIOR TO STARTING CLEARING
WORK. CLEAR AND GRUB ROOT'S ii.NO REMOVE AND
DISPOSE OF "Ll LINWAHTEO VEGETATION IN THIS PLANTlNG
AAfA. LEAVE SOIL IN PLACE. SEt: SP£:CtF1CATJON fOR
UST OF UNWANTED VEGETATION.
COI.IPOST. PLACE 3" LAYER COMPOST OVER THE ENTIRE
SURFACE OF Tl·IIS PLANTING AREA
WOOD CHIP MULCH. PLACE 3" LAYER WOOD CHIP MULCH
OVER THE ENTtRf SURFACE or THIS Pl.ANTING AREA.
GENERAL NOTES:
1. SEE SHffi t.lP6 AND FOR PLANTING DETAJLS AND
REQUIREMENTS.
2. LOOSEN Nff SOILS IN PLANTING AREAS COIJPACT[D
BY CONSTRUCTION ACTMTIES BY RIPPING OR TILLING
THE AREA TO A DEPTH OF 24"
3. PLANTING AREA UI.IITS ii.ND INTERPLANTING LOCATIONS
SHALL BE STAKED IN THE FJELD ANO APPROVED BY
PROJECT REPRESENTATIVE PRIOR TO PLANTING
4. ALL PLANTS m BE SAVED ii.ND PROTECTED WITHIN
CLEARING AND GRUBBING AREAS WILL BE Fl.AGGED BY
PROJECT REPRESENTATIVE. NOTIFY ENGINEER 5 DAYS
PRIOR TO STAAT OF CLEARING ACTMTY. USE ONLY
IWiD TOOLS AND METHODS WHEN WORKING INSIDE
THE DRIPLINE AREA OF EXISTING TREES AND SHRUBS
5. PLANT DEBRIS FROM REMOVAL OF INVASfVE PLANTS
OR PRUNING SHAU BE REMOVED FROM THE SITE AND
DISPOSED OF PROPERLY.
LEGEND:
--------UR&.N CONSERVANCY BUFFER
WETLAND BOUNDARY
------OROINAR'T" HIGH WATERLINE
• .-.-----• DESIRABLE VEGCTATION EDGE
xx
EXISTING TREES
EXISTING TREES TO BE REMOVED
HJIBITAT LOG. SEE SHECT MP-6
---:;f:--BRUSHPILI. SEE SHffi I.IP-6
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PRMCT NAU(
EHOIHEEl'I.WG. PLANNING. IENVJAON~NTAL SCIENCU
LAKE TO SOUND TRAIL
SEGMENT A
CONSTRUCTION NOTES:
8 MITIGATION CLEARING ANO GRUBBING. STAKE OR flAG
PROPOSED PLANTING AAEA LIMITS FOR APPROVAL or
PROJECT REPRESENTATM PRIOR TO STAATING CLEARING
WORK. Cl.£AR AND GRUB ROOTS AND REMOVE ANO
DISPOSE OF ALL UNWANTED VEGETATION IN 1\jlS PLANTING
AAEA LEAVE SOIL IN PLACE. SEE SPECIFICATION rDR
LIST OF UNWANTED '1:GETATION.
(:;\ COMPOST. PLACE 3" LAYER COMPOST OVER ™E ENTIRE
\.:.) SURFACE OF THIS PLANTING AREA.
(";'\ WOOD CHIP MULCH. PLACE 3" LAYER WOO D CHIP MULCH \.::..J OVER THE ENTIRE SURFACE OF TH IS PLANTING AREA
GENERAL NOTES :
1. SEE SHEET MP6 AN D FOR PLANTING DETAILS AND
R[OUIR[MENTS.
2 . LOOSEN ANY SOILS IN PLANTING AREAS COMPACTED
BY CONSTRUCTION ACTIVITIES 8Y RIPPING OR TIWNC
THE AREA TO A DEPTH OF 24-.
3. PLANTING AREA LI MITS AND INTERPLANTING LOCATIONS
SHAU BE STAKED IN THE FIELD AND APPROVE D BY
PROJECT REPRESENTATIVE PRIOR TO PLANTING
4. ALL PLANTS TO BE SAVED AN O PROTECTED WITHIN
CLEARING AN D GRUBBING AAEAS WILL BE FLAGGED BY
PROJECT REPRESENTATIVE. NOTIFY ENGINEER S DAYS
PRIOR TO START OF CLEARING ACTMTY. USE ONLY
HANO TOOLS AND METHODS WHEN WORKING INSIDE
THE DRIPUN[ AREA OF EX~TING TREES AND SHRUBS.
5 PLANT DEBRIS FROM REMOVAL OF INVASM: PLANTS
OR PRUNING SHALL BE REMOVED FROM THE SITE ANO
DISPOSED OF PROPERLY.
LEGEND:
--------URBAN CONSERVAN CY BUFFER
WETLAND BOUNDARY
-------ORDINARY HIGH WATERLINE
· ------• DE~RABL.E VEGETATI ON EDGE
[)(ISTING TREES
X X EXISTING TREES TO BE REMOVED
HABITAT LOG. SEE SHEET MP-6
BRUSH PILE. SEE SHEET MP-6
TILL AREA TO 24" DEPTH
c ===== STRAW WATTLE
PLANTING QUANTITY TAB
• THIS SHEET ONLY·
QUANTITY
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CONSTRUCTION NOTES :
KC P<RC[l NO
1313049010
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BNSF -----Q. V ON EXISTING . I...:.,) PROPOSED Pt.ANTlNG AREA LIMITS FOR APPROVAL OF __---_. / ----· GRiWtr·-iwtio --___ ..... ...., ----. PROJECT REPREsENTATM PR10R To sTARTING cL£AR1 NG
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____ __.-_ __. . ;l::::.~{~-'..c= -;::-==---~----1-----I ---(1~ -;,-+---;-~.c, ~.,,r-~H~~-1'"----N --/ AREA LEAVE SOIL IN PLACE. SEE SPECIFICATION FOR _.--.,,----•-----,----='=--__:,,+.---=-~ -, -----------:::.=r~-----.-~-----i:_,...-=--::-,_,~-. ----:..~ , -);:--(::.:.r.-.=.."2,,.-r-J UST OF UNWAITTED VEGETATK>N. _.--r-----•-· 11,+00 ---------•---"--7"'-="'"-~--=--,-=--~--,-----r -----r--r . • -·c~-,~·--•=-.::.7~--=-t~ ~ -~-rvv-~ oil.. ----_,,.,,.;;-,-------==..;,..;--___ .-,-::;-_;~_!-.==,==-;,~---/ L .... -------~.=.--::=-..r.--.~·-·---_.,: __ .'.....' ~,~.-~c-=;;:-----:,_ f"i\cOMPOST.PU.CEJ°lAYERCOMPDSTOV[R THEENTIRE
-~--_____ ,.--J.J.L~ -,--~ ..----='-=----SP1 ,' -·-, --·--\ , ·, \ I N ··--•----, \::.) SURFACE OF THIS PLANTING AREA. -------' ~ ... _,,.-_.,,._-=r---r 1 · ,, , sP3 · _ •• c--~.c. _;::::..::::..:F J'.'. ___ ,_,.,..,.=------.: I ' . ' ' . ·, l'J' WOOD CHI P MULCH. PLACE 3· LAYER WOOD CHIP MULCH -.-1:-----•--::-=.-:.-~ ---=-:r-=--=--,-----! ,.._ / ', • '--•-_,.. J \.:.) OVER THE ENTIRE SU RFACE OF THIS PL.ANTlNG AREA.
tffl"!YV----=-==--+------,q-:--:--' -,, / ', --:., -=--.--"'--.,-~--,.... I ........ , r.i\ SITE ACCESS. RESTORE AREA AFTER CONSTRUCTION PER _.,:-__ -·-...... , ... , I \.:J THE REQUIREMENTS OF NOTE /9 OF THE PLANTlNG NOTES
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3. PLANTNG AREA UMITS AND INTERPLANTING LOCATIONS
SHAU. BE STAKED IN THE n ELD AND APPROVED BY
PROJECT REPRESENTATIVE PRIOR TO PLANTING.
4. ALL PLANTS TO BE SAVED AND PROTECTED WITHIN
CUEARING AN D GRUBBING AREAS WIU BE FLAGGED BY
PROJECT REPRESE NTATIVE. NOTIFY ENGINEER 5 DAYS
PRIOR TO START OF CLEARING ACTIVITY USE ONLY
l·WW TOOLS AND METHODS WHEN WORKING INSIDE
THE DRIPUNE AREA OF EXISTING TREES AND SHRUBS.
5. PLANT DEBRIS FROM REMOVAL OF IWASWE PLANTS
OR PRUNING SHALL BE REMOVED FROM THE SITE AND
DISPOSED OF PROPERLY.
LEGEND:
-XX
URBAN CONSERVANCY BUFFER
WETLAND BOUNClAR"t'
ORDINARY HICH WATERLt-1E
DESIRABLE VEGETATION EDGE
EXISTING TREES
EXISTING TREES TO BE REMOVED
HABITAT LOG. SEE SHEET MP-6
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NOT FOR CONSTRUCTION
PR<UCI NAM E
IENGIHE ERtNG . PUINNING . ENVIRONMENTAL SCIENCE S
LAKE TO SOUND TRAIL
SEGMENT A
OR..._WINC NO.
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CONSTRUCTION NOTES:
0 t.imGATION CLE/IRING AND GRUBBING. STAKE OR FlAG
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PROJECT REPRESENTATIVE PRIOR TO STARTING CLEARING
WORK CL.£A.R ANO GRUB ROOTS AND REMOVE AND
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AREA. l..£AVE SOIL IN PLACE SEE SPECIFlCATION FOR
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COMPOST. PLACE J" LAYER COMPOST OVER THE ENTIRE
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OVER THE ENllRl SURFACE OF THIS PLANTING .-REA.
SITE ACCESS RESTORE AREII AFITR CONSTRUCTION PER
THE REQUIREMENTS OF NOTE f9 OF THE PLANTING NOTES
ON SHEET I.IP-6
GENERAL NOTES:
SEE SHEET MP6 /\NO FOR PLANTING DETAILS /\ND
REQUIREMENTS.
2. LOOSEN ANY SOILS IN PLANTING AREI\S COMPACTED
BY CONSTRUCTION ACTIVITIES BY RIPPING OR TlWNG
TI-IE AREA TO A DEPTH OF 24".
). PLANTING AREA LIMITS AND INTERPLANTING LOCATIONS
SHALL BE STAKED IN THE FIELD AND APPROVED BY
PROJECT REPRESENTATIVE PRIOR TO PLANTING.
• ALL PLANTS TO BE SAVED ANO PROTECTED WITHIN
CLEARING AND GRUBBING AREAS WIU BE FLAGGED BY
PROJECT REPRESENTATIVE NOTIFY ENGINEER 5 DAYS
PRIOR TO START OF Cl.EAAING ACTIVITY. USE ONLY
HAND TOOLS AND I.IETHODS WI--EN WORKING INSIDE
TI,[ ORIPUNE AREA OF EXISTING TREES AND SHRUBS.
5. PLIINT DEBRIS FROM REMOVAL OF INVASrvE PLANTS
OR PRUNING SHAU BE REMOVED FROl.l THE SITE AND
DISPOSED OF PROPERLY
LEGEND:
xx
,/--
URBAN CONSERVANCY BUFF"ER
WETLAND BOUNDARY
ORDINARY HIGH WATERLINE
DESIRABLE VEGETATION EDGE
EXISTING TREES
EXISTING TREES TO BE REMOVED
HABITAT LOG, SEE SHEET MP-6
BRUSHPILE, SEE SHEET MP-6
PLANTING QUANTITY TAB
-THIS SHEET ONLY -
\ ------·JC'.'-:~-":~::·;:-;,:';'\~~~~~!,::::,~ ~r ------·--..,.: _ -a_ ---· = ' ,/'2» ---~-, .... _ -~ ~ --,~,,,_,, ___ ,_, ' , --,--,,''<,=,:., -n ,--•-,,-_'-,-<",----•-~ .. @ / '·---~"~-:--,, __
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C"1 OF RENTON
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CITY OF RENTON LUA15-00257 SSDP, S-CUP AND S-V
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PLAN ~
SCALE IN FECT w
40' 80'
STATE OF wdl~~s¥8N
WETLAND112
COMPLEX " " " "-'--,
'
;{ D R[\,lSIONS DA'E BY DESIJ.N~WENSON ONE INCH AT FULL SCALE.
LANDSCAPE ARCHITECT PRO.Eel NAIJE
LAKE TO SOUND TRAIL
SEGMENT A
OR>IIIN IF NOT, IICALI!: ACC0RD ... GI..Y
J. SWENSON >llt_NA~t,_
':> CHECKED BL1521084-PA T01200C-MPI s o. KIKUTA J06si4-1s21-os4 fA/2cl I
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~ APPROVED 0A"0EC£MSER 2016 I I ' I
GREEN RIVER TRAIL TO NACHES AVE SW
O.C. ---.
6
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PLANTING QUANTITY TAB
-THIS SHEET ONLY-
SCREENING PLANTING AAEA
O.C.
---CURRANT
SP9
' -;:
SP10 SP11 SP12
1l
100% REVIEW SUBMITIAL FOR RENTON
NOT FOR CONSTRUCTION
MITIGATION PLAN
ORAIIING NO
53 OF 65
MP6
PLACE 3" DEPTH WOOD CHIP
MULCH OVER ENTIRE PLANTED
AREA. KEEP MULCH Off OF STEMS\
BACKFILL WITH NATIVE SOILS
WATER THOROUGHLY TO
RE'-IOVE AIR POCKETS
I PLANTING HOLE TO BE I
2 X Dl,I,. OF ROOTBAU
Pl.A.NT AT SAME LEVEL /JS GROWN
TOP OF ROOTBALL TO BE LEVEL
WITH FINISH GRADE
FINISHED GRADE
--}~COMPOST
EXISTING SOIL
kl~
TREE STAKING "ARBOR TIE"
"BVC" HEMLOCK/FlR STAKE,
2' DIA. (1 PER TREE)
DRIVEN INTO UNDISTURBED
SlJSSOIL MIN 24" DEPTH_.----
FlNISHED GRADE ~
BACKFILL WITH NATIVE SOILS.
WA~ THOROUGHLY TO
REMOVE AIR POCKETS
NOTE:
STAKE ALL TREES J' AND TALLER
r PLANT SO THAT TOP OF ROOT
BALL IS EVEN WITH THE FINISHED
GIW>E
. PLACE 3" DEPTH WOOD CHIP
'-!ULCH OVER ENTIRE PLANTED
AREA OR IN 5' DIA. MULCH
RINGS WHERE TREES ARE
INFlll PLANITD. KEEP MULCH
Off OF STII.IS
PLANTING HOLE TO BE
2 X DIA. OF ROOTBALL
COMPOST
'.o@
~.1x ~;
o ·o
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~---1-w~· ~ ,=;:;II'
• PLANTING HOLE
TO BE
2 X DIA.
OF ROOTBALL
tK>TE:
STAKE ALL TREES 1" CALIPER AND GREATER.
TREE STAKING "ARBOR TIE"
;;
HARDWOOD STAKES
PLANT so THAT TOP or ROOT r BALL IS EVEN WITH THE FlNISHEO
· GRADE
PL.ACE 3" DEPTH WOOD CHIP
MULCH OVER ENTIRE PLANTED
AREA OR IN 5' DIA. MULCH
RINGS WHERE TREES ARE
INFlLL PLANTED. KEEP MULCH
OFF OF STEMS
FINISHED GP.AO-E
~COMPOST
BACKFILL WITH NATIVE SOILS.
WATER THOROUGHLY TO
REMOVE AIR POCKETS
EXISTING SUBGRAOE
•
PLANTING NOTES:
1. CONTRACTOR SHALL ARRANGE TO MEET ON SITE WITH PROJECT
REPRESENTATIVE TO DISCUSS LIMITS OF WORK AND METHOOS. CONSTRUCTION
ACTIVITIES SHAU NOT COMMENCE UNTIL ACCESS, LIMITS OF WORK, AND
METHODS ARE APPRCf'v£0.
2 l.trTIGATION PLANTING PLANS REPRESENT A CONCEPTUAL Pl.ANT LAYOUT. FINAL
PLANT LOCAHJNS SHALL BE APPROVED BY PROJECT REPRES£NTATM PRIOR
TO PLANTING.
3 USE ONLY HAND TOOLS TO CL.EAR ANO CULTIVATE SOIL UNDER THE CANOPY
(WITHIN AND 5' OUTSIDE THE DRIPUNE) OF EXISTING TREES.
ALL PLANTS SHAU BE NURSERY GROWN A MINIMUM OF ONE YEAR. PU.Nf
MATERIAL IS TO BE SUPPLIED BY COMMERCLIIL NURSERIES THAT SPECIALIZE IN
PLANTS NATM TO THE PACIFIC NORTHWEST. PLANT SUBSTITUTIONS ARE
SUBJECT TO APPROVAL BY PROJECT REPRESENTATM. PLANTS SHALL Mm
THE REQUIREMENTS Cf" THE LATEST ADDITION OF TI-,( AMERICAN STANDARD
FOR NURSERY STOCK
5. MITIGATION PLANTING SHAU TAKE Pt.ACE DURING THE DORMANT SEASON
(OCTOBER 1ST TO MARCH 1ST}. PLANTING W.Y BE AUOIYED AT OTHER TIMES
AFTER REVIEW AND l'IRITTEN APPROVAL B'i PROJECT REPRESENTATM.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL DEBRIS AND
EXCESS SOJL OCCASIONED B'i THIS PROJECT
7. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILffiES PRIOR TO
EXCAVATIOIII
8 AU DIMENSIONS FOR LISTED HEIGHT, LENGTH AND CONTAINER SIZE ARE
MINIMUM REQUIREMENTS.
9 EXISTING ARfAS OISWRBED BY CONSTRUCTION ACTMllES AND NOT SHOWN TO
BE RE-VEGITAlED ON THESE PLANS SHAU.. BE RESTORED AND SEEDED. THE
CONTRACTOR SHAI.L REPLANf ANY W.TIVE WOODY VEGETATION DISWRBED
DURING CONSTRUCTION WITH SPECIES PROVIDED IN THE PLANT MATERIALS UST
AT 1:1.
SHRUB AND SMALL TREE PLANTING
DETAIL ffi
NO SCALE
CONIFEROUS TREE PLANTING
DETAIL ffi
DECIDUOUS TREE PLANTING DETAIL
DETAIL ffi
10. DISCREPANCIES BETWEEN TI-,[ PLANS AND SITE CONDITIONS SHAU BE
BROUGHT TO THE AITTNTION OF THE PROJECT REPRESENTATh£ PRIOR TO
PROCEEDING WITH AFFEClED WORK
11. CONTRACTOR SHAI..L BE RESPONSIBLE FOR WATERING PLANTS FOR THE FlRST
YEAR AFTER ACCEPTANCE OF COMPLETION OF PLANTING FOR THE PROJECT
COUNTY wru IAAKE PROVISIONS FOR WATERING /JS NEEDED FOR THE
REIAAJNDER OF THE ESTABLISHMENT PERIOD AFTER THE FIRST YEAR
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= PLANT SHRUBS IN SINGLE
SPECIES GROUPS OF 7 TO
12 PL.ANTS EACH PLANT
TREES IN SINGLE SPECIES
GROUPS OF 1 TO 5 PLANTS
EACH.
~MIN ,o· CLEAR
--EDGE OF PLANTING AREA
,·
TYPICAL TREE AND SHRUB SPACING
DETAIL ffi
NO SCALE
SEE PLANT MATERIAL UST
FOR SIZE AND TYPE~. 't_ 1'
LEAVE A MINlf.lUM OF m
TWO SUDS EXPOSED~ (
TAMP SOIL _ ~
AROUNO CUTTING--._ I ~
AMENDED
NATIVE SOIL~ /.;-,
SEE DETAIL~
NO SCALE
".
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LIVE STAKE INSTALLATION
DETAIL ffi
NO SCALE
WASHINGTON
LICENSED
FlNISH GRADE
"' [ :4
'
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NO SCALE
SEE SPECIAL PROVISIONS
FOR MATERIAL REQUIREMENTS
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BRUSH PILE
DETAIL ffi
NO SCALE
12" TO 1 B" DIA. LOGS. STAKE LOCATION
OF LOG PLACEMENT WHERE INDICATED
IN PLANS. ENG/NEER SHALL APPROVE
LOCATIONS BEFORE LOG PLACEMENT
EXISTING GRADE
L-15' T025' = LOGS SHAU. BE SALVAGED
HABITATLOG
DETAIL
NO SCALE
ffi
FROM 1REES FLAGGED BY
ENGINEER FROl.4 ONSITE
WITHI\I PROJECT CLEAAING
LIMITS.
-
STATEOF
J LAND'.~:p~::,TECT
~ t::ZSlF RENTON LUA15-00257 SSDP, S-CUP, AND S-V
;:_ A REl'ISION< I DA TE IEIY I OE SIGNED I L...::. -~ J. SW'ENSON
UIGl~EUIU>IG , PLA:~NING. ENfl!ONMENTAL SCIENCU
PRO..CCT NA.l,IE
J. SWENSON 1 '1(.[ NAME
PLANT MATERIAL LIST
BOTANICAL NAME = 65 ACER CIRC~ATUl.l •
97 ACER MACROPHYLLUM •
16 BETULA PAYRIFERA •
' FRAXINUS LATIFOUA •
76 PICEA SITCHENSIS *
46 POPULUS BALSAMlffRA '
180 PSEUOOTSIJGA MENZIES! •
55 SALIX Ll.lCIOA •
62 SALIX SITCHENSIS •
142 TI-,WA PLICATA •
_,,,
'°' CORNUS SERICEA
232 COR'Yl.US CORNUTA
259 CRATAEGUS DOUGLJ.sll
'92 HOLODISCUS DISCOLOR
501 OEMLERIA CER/\SIFORl,OS ..,, MYRICA CALJFORNICA
295 RIBES SANGUINEM
833 ROSA NUTKANA
263 RUBUS PARVlflORUS
860 SYMPHORICARPOS ALBUS
=
12 PLANT TREES NO CLOSER THAN 10-F'EET AND SHRUBS NO CLOSER THAN
B-FEET FROM EDGE OF ROADS, TRAIL WALLS OR SIGNS.
COMMON NAME MIN SIZE / CONDITION NOTES/ SPACING
VINE MAPLE 1" CAL / CONT OR B&B
BIGLEAF MAPLE 1 • CAL. / CONT OR B&B
PAPER BIRCH 1 " CAL. / CONT OR B&B ST/\KE PROPOSED TREE
LOCATIONS IN OPEN
OREGON ASH 3' HT / CONT. OR B&f! INFILL AREAS WITHIN
SITKA SPRUCE 3' KT. / CONT. OR B&B PLANTING AREAS. PLACE
WILLOWS CLOSER TO THE
BLACK COTTONWOOD 1" CAL / CONT OR B&B RrvER EDGE.
DOUGLAS FIR J' HT / CONl. OR B&B
PACIFIC WILLOW 1·· X 3' I.NE: STAKE CUTIING
SITKA WILLOW 1" X 3' LIVE STAKE CUTIING
WESTERN RED CEDAR J' HT / CONT. OR B&B
RED-lWIG DOGWOOD 1 G.oJ.. CONT
BEAKED HAZEUiUT 1 G,IJ_ CONT STAKE PROPOSED
BLACK HAWTHORN 1 GAL CONT. SHRUB LOCATIONS IN
OPEN INFlll AREAS
OCEANSPRAY I GAL CONT. WITHIN PLANTlt.1'.;
INDIAN PLUM 1 GAL CONT. AREAS
CALIFORNIA WAf. MYRTLE 1 GAL CONT .
flOWERING RED CURRANT 1 GAL CONT.
NOOTI<A ROSE 1 GAL CONT.
THIMBLEBERRY 1 GAL CONT.
COMMON SNOWBERRY 1 GAL CONT.
• REPLACEMENT TREES. DECIDUOUS TREES ARE 1" CALIPER AND CONIFEROUS TREES AT 3' HEIGHT ARE COUNTED KS EQUN'ALENT
FOR 1· OF C-Al.lPER REPLACEMENT FOR TREES REMOVED BY PROJECT.
100% REVIEW SUBMITTAL FOR RENTON
NOT FOR CONSTRUCTION
DRAWING NO
54 OF 65 LAKE TO SOUND TRAIL
SEGMENT A MITIGATION PLANTING DETAILS
MP7
I I I I I~'~ I FN=.~~=•~cY
§ I '"'"" ~';~52106'PAT01200C M
>-I o. KIKUTA 554 1521 084 'A '2C\ ~ APPRO\IITI DA1DECEMBER 2016 I ' I GREEN RIVER TRAIL TO NACHES AVE SW
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1 MITIGATION GOALS, OBJECTIVES, AND PERFORMANCE STANDARDS
THE OVERALL GOAL OF THE MmGATION IS TO REPLACE THE HABITATS AND FUNCTIONS LOST AS A RESULT OF THE
PROJECT. THE PROPOSED MITIGATION WOUlD /\CCOMPUSH THIS 8'i ENHANCING 0.49 ACRE OF WETLAND 8UITTR
AND 0.60 ACRE OF STREAM BUFFER AND 0.60 ACRE STREAM BUFffR AT l,UTIGATION SITES I AND 2. SPECIFIC
GOALS AND OBJECTIVES FORMULATED TO ACHIEVE THIS RESULT ARE PRESENTED BELOW
MRIGATION GOAL
GOAL ENHANCE 0.49 ACRE OF WETLAND BUFFER AND 0.60 ACRE or STREAM BUFFER TO NATIVE FORESTED
UPLAND
ACHIEVEMENT Of THIS GOAL IS EXPECTED TO INCREASE THE PRODUCTION Of ORGANIC MATTER BY PlAN"TING
TREES ANO SHRUBS IN 1H£ £NHANCED BUFFER: INCREAS£ WILDLIFE HABIT/IT; AND IMPROVE BIOLOGICAL OIVERSrTY
BY PLANTING WITH A VARIET'( OF NATW( RIPARWI PLANT SPECIES.
MRIGATION OBJECTIVES AND PERFORMANCE STANDARDS
OBJECTIVE 1 ESTABLISH A MINIMUM OF 0.49 ACRE OF FORESTED WETLAND BUFFER AND 0.60 ACRE OF
FORESTED STREAM BUFFER BY PLANTlNG NATIVE TREES AND SHRUBS.
PERFORMANCE STANDARD:
YEAR I SURVr\lAL OF PLANTED WOOO'i SPECIES IN ENHANCED WETLAND BUFFER ANO STREAM BUFFER AREAS
WILL BE AT LEAST 60 PERCENT
YEAR 3 NATIVE WOODY SPECIES Will ACHIEVE A MINIMUM OF 35 P€RC[NT ARW COYER IN THE ENHANCED
WETLAND BUFFER AND STREAM BUFFER AREAS.
YEAR 5 NATIVE WOODY SPECIES WILL ACHIEVE A MINIMUM OF 60 PERCENT ARW COVER IN THE ENHANCED
WETLAND BUFFER AND STREAM BUFFER AREAS.
OBJECTIVE 2 LIMIT 11-NASIVE NON-NATIVE SPECIES THROUGHOUT THE MITIGATION SITE Pl.l\NTING AAEIIS
PERFORf.lAJ,jCE STANDARD
Y£ARS 1-5 HIMALJ.YAN BLACKBERRY. CUTLEAr BLACKBERRY (RUBUS LACINIATUS), SCOTCH BROOM (CYflSUS
SCOPARIUS), BUTIERFLY BUSH (BUDDLEJA SP.). POISON HElilLOCK {CONIUM MACULATUM), CANA.DA
THISfil (CIRSIUM ARVENSE), BULL THISTLE (CIRSIUM VULGARE), AND REED CANARYGRASS WILL NOT
EXCEED 20 PERCENT AREAL CO\IER IN ALL PLANTING AREAS
OBJECTIVE 3, PROVIDE UPLAND WILDLIFE HABITAT.
PERFORMANCE STANDARD:
INCREASE IN AREAL COVER OF NATIVI WOODY SPECIES IN THE PLANTED BUFFER. AS MEASURED IN
OBJECTIVE l TO BE USED AS A SURROGATE TO INDICATE INCREASING fiABITAT FUNCTIONS
OBJECTI\IE 4: PROTECT THE UITIGATIDN SITE FROM ANTHROPOGENIC DISTURBANCE
PERFORMANCE STANDARD
YEARS 1-5 CONDUCT YEARLY QUALITATIVE MONITORING TO ASSESS THE STATUS OF THE SITES DURING THE
5-YEAR MONITORING PERIOD FOR HUMAN DISTURBANCE. INCLUDING Bl.IT NOT LIMITED TO FllllNG. TRASH. AND
VANDALISM.
2 MONITORING AND MAINTENANCE
2.1 MONITORING
THE MITIGATION AREAS WOULD BE MONITORED DURING ANO AFTER CONSTRUCTION DURING CONSTRUCTION,
MONITORING WOULD ENSURE THAT THE BMPS AR€ OBSERVED TO MINIMIZE IMPACTS. ANO THE ON-SITE
CONSTRUCTION WORK (INCLUDING EARTHWORK ANO PLANTING) WOULD BE COORDINATED TO ENSURE THAT THE
SITE IS CONSTRUCTED AS DESIGNED.
AFTER CONSTRUCTION IS COMPLETED. AN "AS-BUILT" MmGAnON REPORT WOULD BE SUBMITIED TO THE CITIES OF
RDITON AND TUKWILA WITHIN 1 l,IONTH OF MmGATION INSTALLATION. POST-CONSTRUCTION MONITORING Of THE
MITIGATION AREAS WOULD BE PERfORMED OVER A S-YEAR PERIOD BY QUALIFIED BIOLOGISTS. THE CITY OF
RENTON SHALl HAVE THE AUTHORITY TO EXTEND THE MONITORING PERIOD TO 10-YEARS AS CONDITIONED BY THE
HEX DECISION MONITORING WOULD BE PERFORMED QUARTERLY THE FIRST YEAR AND ANNUALLY rDR SUBSEQUENT
YEARS TO ENSURE THAT THE GO>J..S AND OBJECTrvES OF TI-,E MITIGATION ARE BEING MET A COMBINATION OF
QUALITATIVE AND QUANTITATIVE MONITORING ACTIVITIES WOULD BE USED TO ASSESS THE UANAGEMENT OBJECTrvES
AND ASSOCIATED PERFORMANCE STANDARDS D£SCR1BED IN TH!S f.llTIGATION PROPOSAL ACTIVITIES WOULD INCLUDE
CONDUCTING SITE VISITS TO MONITOR UNNATURAL SITE DISTURBANCE, TAKING PHOTOGR/1.PHS TO DOCUMENT SITE
DEVELOPMEITT. AND COLLECTING OATA FOR THE QUANTITATIVE EVALUATION OF PERFORMANCE STANDARDS. THE
RESULTS Of TrtE MONITORING WILL BE SUBMITTED TO THE CITIES OF RENTON AND TUKWILA FOLLOWING EACH
MONITORING EVENT.
APPROPRIATE CONTINGENCY MEASURES Will BE OEVELOPEO. AS NEEDED, 8Y A OUAUFIED PROFESSIONAL TO
ENSURE THAT THE SITES DEVELOP HEALTHY VEGETATION THAT MEETS THE OBLIGATIONS DESCRIBED IN THIS
MITIGATION PLAN AND THE ASSOCIATED PERMITS
2.1.1 QUANTITATIVE MONITORING
THE FOLLOWING BULLETED ITEMS DESCRIBE THE METHODS TO BE USED FOR THE QUANTITATIVE MONITO~NG,
MONITORING SCHEDULE, AND REPORT DEADLINES
• THE l,UTIGATION SITES WIU BE ASSESSED BY AN APPROPRIATE OU!WflTATI\IE VEGETATIVE COVER FlELO
ASSESSMENT METHODOLOGY. THE LINE INTERCEPT METHOD WU BE USED FOR OCTERMINING PERCENT ARW
COVER FOR WOODY AND INVASIVE SPECIES
, QUANTITATIVE VEGETATION ASSESSMENTS WILL FOLLOW THE SAME METHOD IN EACH CONSECUTIVE MONITORING
YEAR
, QIJANTlTATIVE VEGETATION ASSESSMENTS Will BE PERFORMED EIETWEEN JUNE 15 AND SEPTEMBER 15 OF
EACH MONITORING YEAR.
, MONITORING REPORT'5 Wlll BE SENT TO AGENCIES REQUIRING MONITORING REPORTS BY FEBRUARY 15 OF
THE FOLLOWING YEAR.
, QIJNITITATIVE MONITORING Will INCLUDE PHOTOGRAPHIC DOCUMENTATION OF THE SITES fROl,I PERMANENT
PHOTOGRAPH ST/1.TIONS.
2.1.2 QUANTITATIVE MONITORING
QUALITATIVE ASSESSMENT WILL BE PERFORMED YEARLY TO \IISUALLY ASSESS THE HEALTH OF PL.ANTS AND
IDENTIFY AREAS THAT MAY NEED CONTROL OF NON-NATIVE INVASIVE SPECIES OR OTHER MAINTENANCE ~CTIVmES
AflDrflONALLY, DURING YEAAS 1, 2. AND 3 THE SCREENING PLANTINGS (SP-I) Will ALSO BE QUALITATIYELY
MONITORED TO \IISUALLY ASSESS THE HEALTH Of THE PLANTS AND IDENTIFY AREAS THAT MAY NEED CONTROL or
NON-NATrvE 11-NASrvE SPECIES OR OTHER MAINTENANCE ACTMTIES
2.2 MAINTENANCE
THE PROPOSED MITIGATION IS INTENDED TO ACHIEVE THE PERFORMANCE STANDARDS WITH MINIMAL ONGOING
MAINTENANCE. PL.ANTED \IEGETATION SPECIES SHOULD BE ADAPTED TO VARYING SITE CONDITIONS IN THE PUGET
SOUND LOWL.I\ND; HOWEVER, SUPPLEMENTAL IRRIGATION MIGHT BE NEEDED DURING THE FlRST TWO GROWING
SEASONS AfTER INSTALLATION TO ENSURE THE LONG-TERIA SURVIVAL OF THE PL.ANTS. THE NEEO FOR IRRIGATION
WOULD BE f\iALUATED BASED ON THE CONDITIONS OBSERVED DURING THE ESTABLISHMENT PERIOD.
TO ENSURE RAPID ESTABUSHMENT OF THE PL.ANT COMMUNITY. TREES AND SHRUBS WOULD BE PL.ANTED CLOSER
TOGCTHER TKAN WOULD GENERALLY OCCUR IN NATURAL MATURE STANDS SOME NATURAL MORTALITY IS EXPECTED
TO OCCUR DURING THE MONITORING PERIOD. ALL DEAD ANO DOWNED WOODY MATERIAL WOULD BE LEFT IN PLACE
TO PROVIDE IAICROHABITATS FOR WILDLIFE. PlANTS WOULD BE REPLACED AS NEEDED TO MITT PERFORMANCE
STANDARDS
MAINTENANCE TO CONTROL NUISANCE SPECIES IN THE MITIGATION AREAS MAY BE t-.ECESSARY. DURING THE
MONITORING PERIOD. IF IT BECOMES EVIDENT THAT INVASIVE SPECIES ARE IMPEDING ESTABLISHMENT OF DESIRABLE
NATIVE PLANT'5. MEASURES WOULD BE IMPLEMENTED TO CONTROL NUISN-ICE SPECIES. A PROGRESSIVELY
AGGRESSIVE /1.PPROACH WOULD BE USED TO CONTROL NUISANCE SPECIES. CONTROL MEASURES WOULD FIRST
INCLUDE HANO CUTTNG ANO/OR GRUBBING AND REMOVAL, IF THIS FAILS, AN ENVIRONMENTALLY SENSITIVE
HERBICIDE (RODEO-OR EQUIVALENT) MAY BE APPLIED
2.3 CONTINGENCY MEASURES
IF MONITORING INDICATES THAT THE SITES ARE NOT MEfTING PERFORMANCE STANDARDS, CONTINGENCY MEASURES
WOULD BE IMPLEMENTED (TABLE 2-\} SITE CONDITIONS WOULD BE E\IALUATED TO OETERt.11NE TI-,[ CAUSE OF
TI-,[ PROBLEM AND TI-,[ ldOST APPROPRIATE COUNTERMEASURES
INFORMATION FROM THE ANNUAL MONITORING PROGRAM Will BE USED TO IDENTIFY ANY MAINTENANCE AND/OR
CORRECTIVI /1.CTIONS. IF PROBLEMS ARE ID£NT1r1ED IN MONITORING. KING COUNn' BIOLOGISTS WU DETERMINE
THE CAUSE OF THE PROBLEM AND ll,IPLEMDH PROPER MAINTENANCE OR CORRECTIVE ACTMTIES THESE ACTIVITIES
WILL BE DISCUSSED IN THE ANNUAL MONITORING REPORT.
TABLE 2-1. CONTINGENCY MEASURES FOR THE MITIGATION SITES
PROBLEM CONTINGENCY MEASURE
LESS THAN eo,:: OF PLANTED woooy I KING co!A'-lTY BIOLOGISTS (OR OTHER ouAL1F1ED s10Loc1sT)
SPECIES SURVIVE IN YEAR 1 WOULD ASSESS THE SITE TO DETERMINE WHAT CONDITIONS
ARE PREVEN"TING THE PL.ANTS FRO~ THRIVING. APPROPRIATE
MEASURES WOULD BE TAKEN TO CORRECT ANY CONDITIONS
n-lAT ARE LIMITING GROWTH. LOST PWITS WOULD BE
REPLACED WITH APPROPRIATE NATIVE SPECIES UNLESS
APPROPRIATE NATIVE WOODY SPECIES ARE VOLUNTEERING AT
A RATE SUFFlCIENT TO REPLACE THEM AOOITIONAL
MEASURES (SUCH AS PRO\IIDING ADDITIONAL PROTECTION)
WOULD BE CONSIDERED IF NECESSARY. ADDITIONAL
PROTECTION COULD INCLUDE THE USE OF AN HERBNORE
REPELL£NT (PLANTSKYDD OR EQUIVALENT).
PERCENT COVER FOR WOODY SPECIES NOT I KING COUNTY BIOLOGISTS (OR OTHER QUALIFIED BIOLOGIST}
MET IN YEAR J OR 5 WOULD ASSESS THE SITES TO DETERMINE WHAT CONDITIONS
ARE PRE\/ENTIN{; THE PLANT'S FROM THRIVING. APPROPRIATE
MEASURES WOULD BE TAKEN TO CORRECT ANY CONDITIONS
THAT ARE LIMITING GROWTH
~~~Y~s;E\~~iDEXCEED PERCENT l1MPLE1i1ENT/REV1SE INVASIVE SPECIES CONTROL PLAN.
PERFORMANCE STANDARDS NOT MET
AT YEAR 5
CONTINUE Tt1E MONITORING REGIIAE FOR 1 ADDITIONAL YEAR
THE SITES WOULD CONTINUE TO BE EVALUATED E\i£RY YEM
UNTIL THEY MEET THE STATED PERFORMANCE STANDARDS
ASSOCIATED WITH IM.NAGEMENT OBJECTIVES. OTHER
CONTINGENCY MEASURES MAY BE IMPLEMENTED DURING THIS
PERIOD.
l
'
-
S"1EOF I I W~~~Ji8N PRO-CCT NAI.IE
CITY OF RENTON LUA15-00257 SSDP. S-CUP, AND s-v " . U>NDSCAPE .srnTECT LAKE ;~J'~i:.,"ATRAIL MITIGATION NOTES I MPS I ~ OA TE 9Y OC,~N~'wrNSON ONE INCH AT FULL SCALE. ,~ ENG~Ef:RING, PIJ.t/MING .ENYIRONl,IENTAL~~~-
1 D nss,o" os,~ ""o\sc~,c=•-cv l\u, , ,,. L-----_. L--1-----------------j---1--1-,c;;,:J~.is~>r~N~S~ON~-----1 L BL~s21084PArn12ooc-M M, N GREEN RIVER TRAIL TO NACHES AVE sw ~ Crt(~E~IKUTA -Xl\~°4-1521-084 A 2C
,:_ ~P~f>OVED DATDECEMBER 2016 ~
100% REVIEW SUBMITTAL FOR RENTON
NOT FOR CONSTRUCTION
DRAWl~G ~0.
55 OF 65
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lANE ~~,""'~)
\t\llDTH
(feet} 25 30 35 40 45 50 55 60 65 70
10 105 150 205 270 450 500 550 --
11 115 165 225 295 495 550 605 660 -
12 125 180 245 320 540 600 660 720 780 840
l'llli'll!l'lll!ll'll \llll@l!IWli!!Pl 'ii' 1'!1"1o!Pl lill:OO@l1Hl " HJ~ llall)
SHOULDER I"-~ ("'[l»a.J)
Vv1DTH
(feet) 25 30 35 40 45 50 55 60 65 70
8' 40 40 60 90 120 130 150 160 170 190
10' 40 60 90 90 150 170 190 200 220 240
USE A MINIMUM 3 DEVICES TAPER FOR SHOULDER LESS THEN 8'.
1:1
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CITY OF RENTON LUA15-00257 SSDP, S-CUP, AND S-V
X
@a@M llil"il\©100@ " ){ Ii) i:Wli'lli'lllo~'ii'Ilir ~lo @1"1'!©100@ IM\t
FREEWAYS & EXPRESSWAYS 55170 MPH MPH TAPER
RURAL HIGHWAYS 60/65MPH 50/70 40
RURAL ROADS 45/55MPH 35/45 30
RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 25/30 20
RURAL ROADS & URBAN ARTERIALS 25 / 30 MPH
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS 25 MPH OR LESS
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE
(2) ~~MPs8~A'J1~~i~1V~J~i1mrt~~ij t~~f'NR~VREE~1\5a FIT
ROADWAY CONDITIONS.
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60
40
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llll!Ulll'll'IElli1 !J1'! 11" 1'!
ll.~m.J~Mll. ~iii ff>il\11:li! " ml
25 30 35 40 45 50 55 60 65 70
LENGTH (feet) 155 200 250 305 360 425 495 570 645 730
OOli'l"li!!Pl ~lla©lilla ~ 1'!1l~!J !JMil'ii'~li! " lit
TRANSPORTABLE ATTENUATOR 30 FEET MIN.
MINIMUM HOST VEHICLE WEIGHT 15,000 LBS. THE MAXIMUM TO
WEIGHT SHALL BE lN ACCORDANCE VVITH THE MANUFACTURERS 100 FEET MAX.
RECOMMENDATION.
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"-'> !!EC Mm©
Fm.JD L0C£ '!J'IE 'ii IID.m! It'!'!
£DY&Mm M IL.ANG! c~ =~
1 SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS.
2 EXTEND DEVICE TAPER AT U3 ACROSS SHOULDER.
3. DEVICES SHALL NOT ENCROACH INTO THE ADJACENT LANE.
4. USE TRANSVERSE DEVICES IN CLOSED LANE EVERY 1000' (FT)
(RECOMMENDED)
5. DEVICE SPACING FOR THE DOWNSTREAM TAPER SHALL BE
20' (FT).
6. ALL SIGNS ARE BLACK ON ORANGE.
•
100% REVIEW SUBMITTAL FOR RENTON
NOT FOR CONSTRUCTION
~ rzs:-I R[\.1SIONS DATE " OES•GNEO
J. DVORAK
ORAl'IN
ONE INCH AT FULL SCALE.
IF NOT, SCALE ACCORDINGLY
PR0£CT NAM[
LAKE TO SOUND TRAIL
DllA\liiNG NO.
56 OF 65
~ MILLER ' "' BL1 5210S4PA T2T2TC-.L
~ ........ ,., .. G PI.MINING.~NVII\OltMEHTAL-SCIE'ICE$ I I SEGMENT A TRAFFIC CONTROL PLAN CHECKED
GREEN RIVER TRAIL TO NACHES AVE SW
Ii'!. HID:UTA ..OB No.
554-1521-084 (A/2C TC1
APPROVED
MlJECEMBER 2016
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RURAL ROADS & URBAN ARTERIALS 35/40 MPH
RURAL ROADS, URBAN ARTERIALS, 25 / 30 MPH RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS 25 MPH OR LESS
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE
INTERSECTIONS AND DRIVEWAYS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT
ROADWAY CONDITIONS.
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CITY OF RENTON LUA15-00257 SSDP, S-CUP, AND S-V
' I I l"'"ru I t I 6 I R;'.\IISI04S DA TE BY J, DVORAK
DRAWN
M. MILLER
CH(C'<:[l)
@. Hlll:UTA
APPRO\IED
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®ll'ffe.©1611@ !!Mil !l!JFL'llil! lilffe.lJ'\
SHOULDER ll'""'lhollll ®~ (m[l>ilil) MPH TAPER TANGENT O.©ll!@ll!Jl!i)illl!J'\0. !!!Jl'H:l'l. !ll'J'\li:IE " !!
WIDTH 35140 30 60
(feet) 25 30 35 40 45 50 55 60 65 70 25/30 20 40 SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 ,. 40 40 60 90 --LENGTH (feet) 155 200 250 305
10' 40 60 90 90 ---!!!Jl'L'llil! 1mlll©D.le 1!©0.0. t!!l:J[a,:'\!l) !l)l@'[i'J'\ll!©le " I!
USE A 3 DEVICES TAPER FOR SHOULDERS LESS THEN B'
TRANSPORTABLE ATIENUATOR 30 FEET MtN.
SHALL BE MOUNTED ON, OR A IT ACHED TO, A HOST VEHICHLE TO
THAT COMPLIES V\/ITH THE MANUFACTURER'S RECOMMENDED 100 FEET MAX.
WEIGHT RANGE.
PROTECTIVE VEHICLE NO SPECIFIED
MAY BE A \NORK VEHICLE STRATEGICALLY LOCATED TO SHIELD DISTANCE
THE WORK AREA REQUIRED
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BL 1521 084PA T2T2TC-1
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554 1521 084 (A/2C
D ... TQECEMBER 2016
PRO.ECT NAM£
LAKE TO SOUND TRAIL
ENGINE•"'"" PC-ANNING E><VIRor,""NUL .., .. NCE• I I SEGMENT A
-1. DEVICE SPACING FOR THE DOVv'NSTREAM TAPER SHALL BE 20' (FT)
2. ALL SIGNS ARE BLACK ON ORANGE.
100% REVIEW SUBMITTAL FOR RENTON
NOT FOR CONSTRUCTION
TRAFFIC CONTROL PLAN
OR~Wl'lG NO
57 OF 65
TC2
GREEN RIVER TRAIL TO NACHES AVE SW
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SPEED(MPH) 25 30 35 40 45 50 55
LENGTH (feet) 155 200 250 305 360 425 495
ffiJ!!llrli'll!Wl WlllO@LI: Wl@!.11. Alllc.'I@ !iffi'ii'ffi:li>!IC!l! " WI
TRANSPORTABLE ATTENUATOR
MINIMUM HOST VEHICLE WEIGHT 15,000 LBS. THE MAXIMUM
WEIGHT SHALL BE IN ACCORDANCE \fo/lTH THE MANUFACTURERS
RECOMMENDATION.
PROTECTIVE VEHICLE
MAY BE A v\ORK VEHICLE STRATEGICALLY LOCATED TO SHIELD
THE WORK AREA
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~~ W'ffi:l@lliM@ " l{ «~)
RURAL HIGHWAYS 60 /65 MPH
RURAL ROADS 45 l 55 MPH LANE
60 65 70 RURAL ROADS & URBAN ARTERIALS 35140 MPH
\MOTH
(feet)
570 645 . RURAL ROADS & URBAN ARTERIALS 25130 MPH
RESIDENTAL & BUSINESS DISTRICTS 10
URBAN STREETS 25 MPH OR LESS 11
~ IFl!l!T ID:t
11'0
10® l'i!n li'la.
(1~A'b~§P.ef..~1~\~~)JlE~gi~1TE~J£locg~1~~~2¢J~ INTERCHANGE
l",l;\HIS SPA81NG MAY BE REDUC~D IN URBAN AREAS TO FIT ADWAY ONDITIONS
12
NO SPECIFIED
DISTANCE
REQUIRED
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CITY OF RENTON LUA15-00257 SSDP, S-CUP, AND 5-V ~ I ~ j R£"1S10/.1S loATE jey ] DES;n?vooAK j j I
25
105
115
125
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30 35
150 205
165 225
180 245
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PR0£CT NA~E
li'~$~(8llll[lllij MPH TAPER TANGENT
50160 40 80
40 45 50 55 60 65 70 35/45 30 60
270 450 500 550 . 25/30 20 40
295 495 550 605 660 .
320 540 600 660 720 780 .
li'ICIM® !l)'i
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1. SEE SPECIAL PROVISIONS FOR \NORK HOUR RESTRICTIONS.
2. FOR SPEED LIMIT OF 30 MPH OR LESS, USE SIGN W1-3 IN LIEU OF SJGN W1-4.
3. RECOMMENDED EXTENDING DEVICE TAPER (L/3) ACROSS SHOULDER
4. ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHER\fv1SE DESIGNATED.
100% REVIEW SUBMITTAL FOR RENTON
NOT FOR CONSTRUCTION
DRA'MNG NO
56 OF 65
M MILLER
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-EERIII(;. PL.lN .. foG. Et/VWIONIENTAC SCE~ES
LAKE TO SOUND TRAIL
SEGMENT A TRAFFIC CONTROL PLANS
~ APPROVED A1bECEM8ER 2016
TCJ
GREEN RIVER TRAIL TO NACHES AVE SW
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1. CONTROLS SHOWN ARE FOR PEDESTRIAN TRAFFIC ONLY.
2. A 60" PATH WIDTH SHOULD BE MAINTAINED (48" IS THE MINIMUM)
3 CONTACT AND COORDINATE IMPACTED TRANSIT AGENCIES
PRIOR TO IMPLEMENTING ANY CLOSURES.
4 SEE SHEET TC-52 & TC-53 FOR TEMPORARY PEDESTRIAN RAMP DETAILS.
5 ADA PEDESTRIAN FACILITIES MUST BE MAINTAINED SEE
STANDARD SPECIFICATION 1-10.2{1)8
6. TEMPORARY PEDESTRIAN PUSH BUTTONS SHALL BE PLACED ON
THE DIVERTED PATH WHEN EXISTING BUTTONS ARE NOT
ACCESSIBLE TO PEDESTRIANS.
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CITY OF RENTON LUA15-00257 SSDP, S-CUP, AND S-V
~ I ,6, I RE"151CN5 l'ATE " DESIGNEC
J. DVORAK
DRAl!N
M. MILLER
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IF NQT, 9CALE ACCORDINGI_Y
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•ATbECD.1BER 2016
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LAKE TO SOUND TRAIL
'"'°"""~""'-"LA""'""·£M\11AON ..... 1ALSCle.c£ll 11 SEGMENT A
GREEN RIVER TRAIL TO NACHES AVE SW
100% REVIEW SUBMITTAL FOR RENTON
NOT FOR CONSTRUCTION
TRAFFIC CONTROL PLAN
DRA\lltJG NO.
59 OF 65
TC4
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:::, CITY OF RENTON WA15-00257 SSOP, S-CUP, AND S-V ,1-___________ .;.._.;.. __ _
t. fj. RE\/ISlONS DATE BY """""
PORTION OF SECTIONS 13, 14 AND 23 TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M.
SECTION DETAIL
~
SCALE 1• = 1000'
0 10uu 2000'
1~ 1~ r"
LAKE TO SOUND TRAIL· SEGMENT A
RIGHT OF WAY PLAN
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ffitl,NHftlNG ~LANN<NG •NIIIRON-.ALl{:"'NC~
PROJ::CT NAME
-ir I •
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LAKE TO SOUND TRAIL
SEGMENT A
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HORIZONTAL DATUM:
WASHINGTON STATE PW£ COJRCIAATE S'l'SfDI, PWlfJJ(t1), NOR1tf ZOPE MitD ON liF,I.Sl.,R[MD<J'S TO
aJY OF ROOON IIDMENIS N(} STAJDIS 13JJ Nil 1854
REFERENCES:
1, BOUNCLW' I.H ,',DJUSTIDT In:. ltO. 9612JOS028
2. LOT LI£ ADJUSTIENI' REC. N'.I. 20071207900009
.1 Ml!AllC LfA5£ R£C. II'.>. 19971D2.40171l
4. UlfiECOROOl RENTON 5tO'!El/HI SECOtll Sl.f'PLEIENfN..
5. RIGHT OF WAY WO: W OIHERN PaI: RIIR(W), PllG[f SWII
-"''
II. CW5!P .t: P P.MJICW) llACK RMR J.N:1IOH STATION WAP
LEGEND:
+ I-""" """"
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100% REVIEW SUBMITTAL FOR RENTON
NOT FOR CONSTRUCTION
DR,.WINCi NO
60 OF 65 I I I I I , .. ~ I ~~~~~~ ~2i;.~~~ • ,. BELL IDRltff T or. R1 11
f-' CH~E~USCY ;;~:~~';~;~~N~~o~~.,= RW1 § m;~'WusEY :.::~:.:!!.'..:""'"' I I GREEN RIVER TRAIL TO NACHES AVE sw 11 II I RIGHT OF WAY PLAN
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--4~ L~
A-LINE~!~~~
OWNERSHIP -PARCEL DATA PER KING COUNTY ASSESSOR
LAKE TO SOUND TRAIL-SEGMENT A
RIGHT OF WAY PLAN ~ -LINE 1e::.5~4j;--:; :-
N76"21J'11"E 960' ,
\
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\ 99+94..19 10o+oo ~---c.lfM !,T/9'2001~i
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(Al.0000 Fl£ NO.) PAACEL ., '"'" lOTAL..,. IEll'. QltSI'. ESWT. MIEI, l ... ,,,,..,,. ___ : \~~~ /,-:x=-------,-----,--~~---
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2J2J04900\ arr<> TU011A 2,2~1.597 SQ. FT. 00,472 SQ. fl.
""'""" ClTY Cl' TUOIIA 5.870 SQ. FT. 5.870 SQ. FT.
""'''""' ClTY Cl' TUOIIA 11,068 SQ, FT. 11.CM SQ. FT. -... 44.227 SO. FT. 289 SQ. FT. -... 8,000 SO. FT. 2.255 SQ. FT.
)42""9008 IFRRP>.I..RCWl-1..ESSff 45,508 SO. FT. 7,00S SQ. fl.
"""""' \l'RR RAlRCW) -lESSEE 21.200 SQ. FT. 1..319 SQ. FT. ,,,.,.,,., IPRR IW..RCWl -l!SSEE 9,967 SQ. FT. 2..3'4 5Q. FT.
l77!1200119
ClTY " """"'
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.. A DfFERANCE IIETWEEN TI£ AREA c:AI.DJI.ATID PER THIS R01"T OF m PIJH Alll lllE AREA
PUBLISHED 8'I' 1l£ COUNTY ASSESSCR ~ C8SElMD Ct! 9JliE OF THE PAACEl.S SHOWN Ctl THIS
Pl/I( IN TliAT NST.w::E NID ml Tl£ PUR!'OSE Of THIS RIGtIT Of WAY PWI TIIE Co'WJIATEC
PARCtL NffJ, WAS IE!>.
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L=117.l6'\ fi ~ r* 0 CENTERLIN~E~°=Tll~E. M6'10'0'
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APN 142.J0490CII
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APN H2:1>49120
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Wo\SIING'ICH STATE Pl.NIE CO'.lRtmWE SYSTDI, tWl83{!11), N'.lRTH Za£.. 81.SED Off llruuROEff'S TO
CITY or RDl1llN IOIUIIENTS AND STATIONS 1lll AND 1854
LEGEND:
UPRR
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l>ll1!RII£
mf'CRARY CONSrRlCl10N OODIEH'T BOOICIIR'I'
TIW.. M..IGNMENT COOERUNE
SEC1llN '"'
EXISTING PRCf'£RTY l.llE
art lllT l.llE
RIGHT OF" WAY l.llE
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CITY CF TlAMA TDtf'OffARY CCNSTRUClDI £.t.SnENT
cm or RENTON TDtf'OffARY CC1NST1tOOT1Ct1 OODENT
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100% REVIEW SUBMITTAL FOR RENTON
~ CITY OF RENTON LUA15-00257 SSDP, S-CUP, ANO S-1/ NOT FOR CONSTRUCTION •1-,-.,,-------------,.--~-~-------~ : 6. ~SIOIIS DATE BY DESIGNED
ONE INCH AT FULL SCALE.
1,-NOT, SCM-11 ACCOA:DINOI. V
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~NGIN ... ,tU•W. PUNNING E,M~ONMENTALSCl~..C~ I I I I 1~·~ ~ ,~;=S£Y 1,. 55°4-1521 084 'A'2C' I
j R. PUSEY iECEWBER 2016 I 1 1
PRO.£CT N.o.1,1£
LAKE TO SOUND TRAIL
SEGMENT A
GREEN RIVER TRAIL TO NACHES AVE SW
RIGHT OF WAY PLAN
DRAWINC NO.
61 OF 65
RW2
PORTION OF SECTIONS 13, 14 AND 23 TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M.
-OWNERSHIP -PARCEL OATA PER KING COUNTY ASSESSOR DOlll<IIT
(NJDlllJR FU lfJ.) """-"'· -ror._.., •lElf'. cacsr. £S11T. JllfJ,.
1992002013+9 :m9200119 CITY .. """' 217.970 SQ.FT. I 95,996 SO. FT.
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""""""'-'""" ~ ST~TE PLHt: COORCN.TE S'l'SlDI, twlSJ(91). NCRfH ZONE.
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CEN1ERlJE
1DIPOIW!'I' CONSTRU:mN £ASEliENT BOIJIDAAY
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(MJDITal AL£ NO.) Pllm.,. -199~1349 J71920011B 01Y OF R9l11ll<
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LEGEND: ..
C01T!11U1£
TEl,PCIWlY ~ EASDIO{l BOOIORI'
TRAI.. MJHOT COOEIIJNE
SECTDM UNE
EXISTIIG PROf'ERJY LINE
OlY l.lWIT LINE
o\SSBSOR'S PN!CEL IIM:ER
10111.,.,, TOI'. CCNST. E!:aill. ARfA
232,282 SQ. FT. tJ9,053 SQ. FT.
334,567 SO. FT. 107,ffl SQ. FT.
"' RWJ SEE RW3
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l(IT ~ PIIO.ECT
RIGKl'Oflll'-YUNE --------
P>.ILRCWI LEASE AAfA
01Y OF 10001A"""""" """"1.<1111< ""'"'11 ~///////-0)
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WASHN:TIIN Sl'ATE Pl.NE COORDN,\TE smBI, tWlB.3(811, NOIIDl 201£. IWiED ON r.EASlJl!El(NJS TO
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TltS RIGHT OF WAY PIJN AND THE AAD.
M1US10 B'I' THE cootm ~ WAS
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TIIS ~. IN MT INSrAHCE NIil fOR TtE
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CAllll.ATED IWICEI. Al9 1.-s IELD.
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PORTION OF SECTIONS 13, 14 AND 23 TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M.
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OWNERSHIP -PARCEL DATA PER KING COUNTY ASSESSOR
PNICEL M>. -TUTH. /ID TDI'. OJ61'. E51lf, '1REA
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B-UNE
CENITRLJNE TRAIL
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HORIZONTAL DA TUM:
IKIRIZDl«AL ~l\11:
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"'9ttaON STATE PlAN£ COORlfilJE S'l'SfBI, rw:fll{91). ~ ZIJtE MiED ON lil£l&ffllEKTS TD
CRY OF RENrON tauE(fS MJ STA'OONS 1333 N<1 1854
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HORIZONTAL DATUM:
HORIZOOAL !MllM:
~ STATE Pl.NIE ~TE S'!'SlEM, twlBJ{91), t«llirH Z<M. BASED ct1 t.lOOUROOmi TO
CITY Of ROOllN IDILIIENTS AHO STAIDNS 1333 AHO 1854
LEGEND: ...
CENIERIJ<E
1DIPORAR'I' COl6TRIXTION EASOENT 9:JI..NWlY
TIWL JI.JGNMOO COO'ERL.ltE
SECTION UOE
EX5f1NC PROPERTY LIi£
CQY lAIIT Ur£
RIGHT OF WAY Ur£
RAIIJICWl ~ AREA
CITY' OF 'J\Jlal!I..A 1Ilf!OIWrf CONSfRUCTQI E)50E)(l'
CID' OF REh'TON 1llflOIWrf CClNSfRl.CTDI EASOEHr
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~//////////////]
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SECTION OR<R
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~ CITY OF RENTON LUA15-00257 SSDP, S-CUP, AND S-V ,1-,,-,------------,---,--.,.,,==------, :: 6 RE-.,SIONS DATE BY DESIGNED
100% REVIEW SUBMITTAL FOR RENTON
NOT FOR CONSTRUCTION
PRo..ECT NIIME
LAKE TO SOUND TRAIL
ENGINEERING .PLANNING' """'R""'W:NTAL S,::IENCES I I SEGMENT A
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DllAWINC NO
65 OF 65
RIGHT OF WAY PLAN