HomeMy WebLinkAboutzR-4139SetLU
w1M
&
��
�v
LAKE WASHINGTON
�
���
s
/
/
Z
MAY CREEK
��NE
44TH ST.
LOCATION
� s3Ro
ST
NE
43RD PL.
N 42ND PL.
z
,0.
in CNN �SPi
F
J S C a
ui
>
IF
w
Z
J
O
Z
N
40TH ST. n l
w Uv Ui
a a i
Y 3
Of
N 38TH ST. a 0 0 i
LOCATION MAP
NTS
72ND ST.
A
kSE 76TH ST.
SE 74TH ST.
MERCER
ISLAND
LAKE
WASHINGTON
RENTON
VICINITY MAP
NTS
DRAWING INDEX
SHEET
SHEET
NO.
REF.
DESCRIPTION
1
C-1
COVER SHEET
2
C-2
TESC PLAN
3
E-1
EXISTING BRIDGE LAYOUT
4
E-2
TYPICAL BENT SECTION
5
S-1
LAYOUT
6
S-2
REPAIR AND RETROFIT SEQUENCE 1 OF 2
7
S-3
REPAIR AND RETROFIT SEQUENCE 2 OF 2
8
S-4
PRECAST CONCRETE DECK PANEL DETAILS
9
S-5
BRIDGE RAILING AND FENCE DETAILS
10
L-1
LANDSCAPE PLAN, SCHEDULE AND DETAILS
OtakDepartment of Natural Resources and
RHC ENGINEERING a Parks - Parks and Recreation Division
WWW.RHCENGINEERING.COM Capital Planning and Development
11241 Willows Road NE, Suite 200 R H T203RG AVE SUITE 160T 201 S. Jackson St, Suite 700
Redmond, WA 98052 SEATIFLEWA98104
425.91 PH: 206623.5984 King C011.1i ty Seattle, Washington 98104
www.ntal;.com Tel (206) 296-4232 1 Fax (206) 263-6217 NO,
PROJECT
LOCATION
King County
Department Of Natural
Resources and Parks
Parks and Recreation
Division
QUARTER -SECTION -TOWNSHIP -RANGE
NW 32-24-05 TO SW 29-24-05
MAY CREEK TRESTLE LOCATION: 47.53001389-122.2014863
ERC -MAY CREEK TRESTLE
EASTSIDE RAIL CORRIDOR
CITY OF RENTON
=Renton O
DEVELOPMENT ENGINEERING DIVISION
APPROVED
01/05/2021 msippo
JK ws arsa "mw x"w i98upwi
�o�
._RPD III DATUM
«
REVISION BY DATE APPR RPD
�°� scaE raovoivar
OCITY OF
RENTON
Planning/Building/Public Works Dept.
R-413901
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
REGIONAL FIRE AUTHORITY
APPROVED
cti-I 01/05/2021
ERC - MAY CREEK TRESTLE REHABILIATION
KING COUNTY, WA CONTRACT NO. E00645E19
COVER SHEET
N
0
0
00
J
6�
M
V
CD
V
W
E-
THERE ARE TREES IN THE VICINITY OF
THE WORK. ROUTE SILT FENCE TO
DELINEATE TREES OUTSIDE OF THE
WORK AREA. PROTECT ALL TREES.
WORK BOUNDARY AND
ESC CLEAR LIMIT.
INSTALL SILT FENCE
--
,
— _ — —
1
I�
y
iCE BRIDGE _
TOE OF RAILROAD i(
PRIZM r
ACCESS ROAD AND —'
WHEEL WASH AREA
ERC ROW
TIMBER
WING WALLS
14'-9"
z
w
m �
I
12'0 TO 14"0
TIMBER PILE, TYP.
TIMBER BACK WALL `� 1
,
I 1
�0
-------------
fi �� '
�m —1
I �
of O
14'-8" 15'-1"
ml ml �ml�
\ I
I �
I
\ 1
N
\ I I I 1
(2) 8"X13 8"X8" (NOM.) TIMBER \
TIMBER CAP RAILROAD TIES, TYP.
BEAMS, BOLTED
TOGETHER
U LT
F \ L
EXTENDED RAILROAD TIES J/
FOR SUPPORT OF WALKWAY
I6' TALL CHAIN LINK FENCE,
EACH SIDE OF WALKWAY
THERE ARE TREES IN THE PLAN
I A NI
VICINITY OF THE WORK. LAN
ROUTE SILT FENCE TO SCALE: 1" = 5'-0"
DELINEATE TREES OUTSIDE
OF THE WORK AREA.
PROTECT ALL TREES.
RECOMMENDED CONSTRUCTION
SEQUENCE
1. BUILD CONSTRUCTION ACCESS ROCK ENTRANCE FOR
ACCESS AND WHEEL WASH
2. INSTALL EROSION AND SEDIMENT CONTROL SILT FENCE
AS SHOWN IN THE PLAN
3. REPAIR PILES
4. REPLACE EXISTING BACK WALLS AND WING WALLS
5. INSTALL CONTAINMENT FOR REMOVAL OF EXISTING DECK
6. INSTALL NEW DECKING AND FENCING
7. STABILIZE DISTURBED AREAS AND REMOVE EROSION
CONTROL MEASURES AS APPROPRIATE.
Otakg Department of Natural Resources and
§@
RHC ENGINEERING a Parks - Parks and Recreation Division
/� WWW.RHCENGINEERING.COM 2. Capital Planning and Development
11241 Willows Road NE,buM200 R N ]203RDAVE SUITE 160] 201 S. Jackson St, Suite 700
WA 98052 sPH: 206.A3..94 Ki�/� Cou Seattle, Washington 98104
425.822.444b EAT LE WA 98104 ••� 9
www.0lak.�m Tel (206) 296-4232 1 Fax (206) 263-6217
NO,
REVISION
13'-11"
J
u�U /u
CONTAIN DEBRIS
Q W DURING DECK AND
PILES REPAIR
CONFINE AREA TO BE DISTURBED
WITH GEOTEXTILE SILT FENCE.
ALL EXPOSED SOILS WILL BE
MULCHED WHEN NOT BEING
WORKED, BOTH ENDS OF BRIDGE
THERE ARE TREES IN THE VICINITY OF
THE WORK. ROUTE SILT FENCE TO
DELINEATE TREES OUTSIDE OF THE
WORK AREA. PROTECT ALL TREES.
WORK BOUNDARY AND
ESC CLEAR LIMIT.
INSTALL SILT FENCE --
TIMBER BACK WALL _____--` ---
__i_.-._
r---- ----------- --------
r
TIMBER
WING WALLS
- - - - - - - - --
- ACCESS ROAD AND
-- — — WHEEL WASH AREA
-THERE ARE TREES IN THE
VICINITY OF THE WORK.
ROUTE SILT FENCE TO
DELINEATE TREES OUTSIDE
OF THE WORK AREA.
PROTECT ALL TREES.
NOTES:
1. INSTALL AND MAINTAIN EROSION CONTROL MEASURES IN
ACCORDANCE WITH CITY OF RENTON STANDARDS.
2. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN 7 DAYS.
3. DISTURBED AREAS SHALL BE RESTORED PRIOR TO PROJECT
COMPLETION. SEE SHEET L-1.
4. SEE SHEET C-2A FOR EROSION AND SEDIMENT CONTROL
NOTES.
BY I DATE I APPR
JL
T�
N
0
0
OD
J
TOE OF RAILROAD
PRIZM
Mm
0
Oi
----- 0
U
R-413902
yoroav� IN COMPLIANCE WITH CITY OF RENTON STANDARDS
lwngq
r DEVELOPMENT ENGINEERING
msippo 01/05/2021
R y
SAS SHOWN °° '�` °°°�;�°°� % CITY OF
RENTON
DATUM
sIF rcwe°ixav Plann mg/Building/Public Works Dept.
ERC - MAY CREEK TRESTLE REHABILIATION 10/27/20
KING COUNTY, WA CONTRACT NO. E00645E19 EL70'- N A
N A
TESC PLAN C-2
a)
CM
O
V
0
W
I—
Otak
�A,
11241 W Mows Road NE, Suite 200
Retlmontl, WA 98052
425.622.4446
w .=I com
EROSION AND SEDIMENT CONTROL NOTES (CITY OF RENTON)
1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE —CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT'S
CONTRACTOR.
2. THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY (ECOLOGY) CONSTRUCTION STORMWATER GENERAL PERMIT, IF IT IS REQUIRED FOR THE PROJECT. THE APPLICANT SHALL
PROVIDE THE CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY ASSOCIATED WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT.
3. THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION COMMENCEMENT TO POST —PROJECT CLEANUP IN ORDER TO FULFILL
PROJECT ESC REQUIREMENTS.
4. THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND AREAS OF VEGETATION PRESERVATION AND TREE RETENTION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY DELINEATED BY
ENCING AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM) PRIOR TO THE START OF CONSTRUCTION. DURING THE CONSTRUCTION
PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION.
5. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH
SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK —OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. IF SEDIMENT IS
TRACKED OFFSITE, PUBLIC ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY, OR MORE FREQUENTLY DURING WET WEATHER, AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING WATERS OF THE STATE.
6. WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF —SITE OR IN DESIGNATED CONCRETE WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE TRUCKS ONTO THE GROUND, OR TO STORM DRAINS OR OPEN
DITCHES. ON —SITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE WASHOUT AREAS.
7. ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT
PROPERTIES. ALL ESC BMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON —SITE EROSION HAS PASSED. ALL ESC
BMPS SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETED AND THE SITE HAS BEEN STABILIZED TO ENSURE POTENTIAL FOR ON —SITE EROSION DOES NOT EXIST. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT,
ENHANCEMENT, AND REMOVAL OF ESC BMPS SHALL BE THE RESPONSIBILITY OF THE APPLICANT.
8. ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY.
9. THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE,
THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION
AND RESPONSIBILITY OF THE APPLICANT TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE
NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM.
10. APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR STORMWATER FACILITIES.
11. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL.
12. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY
SEASON (MAY 1ST THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.) IN CONFORMANCE WITH APPENDIX D OF
THE RENTON SWDM.
13. WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1ST AND APRIL 30TH, UNLESS OTHERWISE APPROVED BY THE CITY.
14. ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS.
15. THE ESC BMPS ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. INSPECTION AND MAINTENANCE SHALL OCCUR MORE
FREQUENTLY AS REQUIRED BY THE CITY.
16. BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE CITY STANDARD PLAN 216.30 SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A
DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS
NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION.
17. AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 2/3 OF THE CAPACITY OF THE CATCH BASIN SUMP. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL
NOT FLUSH SEDIMENT —LADEN WATER INTO THE DOWNSTREAM SYSTEM.
18. ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY ESC BMPS AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE TEMPORARY
FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE, THE TEMPORARY FACILITY SHALL BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE
FINAL GRADE OF THE PERMANENT FACILITY.
19. AREAS DESIGNATED ON THE PLAN(S) CONTAINING EXISTING STORMWATER FACILITIES OR ON —SITE BMPS (AMENDED SOILS, BIORETENTION, PERMEABLE PAVEMENT, ETC.) SHALL BE CLEARLY FENCED AND PROTECTED USING ESC
BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION.
20. PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1ST), ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED
AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED
TO THE CITY FOR REVIEW.
21. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENT SEDIMENT —LADEN WATER FROM LEAVING THE PROJECT SITE, ALL ESC BMPS SHALL BE REMOVED, AND STORMWATER
CONVEYANCE SYSTEMS, FACILITIES, AND ON —SITE BMPS SHALL BE RESTORED TO THEIR FULLY FUNCTIONING CONDITION. ALL DISTURBED AREAS OF THE PROJECT SITE SHALL BE VEGETATED OR OTHERWISE PERMANENTLY
STABILIZED. AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. MULCH WITHOUT SEEDING IS ADEQUATE FOR
AREAS TO BE LANDSCAPED BEFORE OCTOBER 1ST.
22. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHTS —OF —WAY
SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHTS —OF —WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE.
Department of Natural Resources and
RHC ENGINEERING a Parks - Parks and Recreation Division
WWW.RNCENGINEERING.COM Capital Planning and Development
�` ]203RD AVE SUITE 169] 201 S. Jackson St, Suite 700
s PH: WLE WA98194 KI CW Seattle, Washington 98104
PH: 206.623.5984 �. � g
Tel (206) 296-4232 1 Fax (206) 263-6217 N0.
,va°�u, •w b
RPG50.�G^/
kAL
'"
AS SHOWN
m�Po,
DATUM
® CITY OF
RENTON
Planning/Building/Public Works Dept.
JL
"EDMID
��
IF FCT ME WH
'1C0P0""'
""`JL
REVISION
BY
DATE
APPR
.rFmI
R-413903
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
msippo 01/05/2021
ERC - MAY CREEK TRESTLE REHABILIATION
KING COUNTY, WA CONTRACT NO. E00645E19
TESC PLAN (CONTINUED)
2A
T
N
0
0
0
03
Q
r'
170
0
0
N
U
14'-9"
F
w
W
G]
Aaolv
I /
TIMBER BACK WALL 1210 TO 14"0
TIMBER PILE, NP.
I )TIMBER(CAP BEAMS,
------------- --
OLTED TOGETHER
BRIDGE 1i ~
— — — w
'~ I N O
TIMBER
WING WALLS * 3
I
6' TALL CHAIN LINK FENCE
EACH SIDE OF WALKWAY
58'-6"
14'-8"
NI
zl /
m / I
l
I �
I
8"X8" (NOM.) TIMBER
RAILROAD TIES, TYP.
i \
EXTENDED RAILROAD TIES
FOR SUPPORT OF WALKWAY
6' TALL CHAIN LINK FENCE,
EACH SIDE OF WALKWAY
PLAN
SCALE: 1" = 5'-0"
NI M
W W W
G3 M I G3
� I
I10
TIMBER BACK WALL _
1 I r----
I 11 'l llll� ✓ � _ _ _ _�
I 1
7 I In
m G]
®.�oe�®e
TIMBER
WING WALLS
--
ale
i
-- — — —— IIIFII �I
EXISTING GROUND
(2) 8"X13q" TIMBER CAP BEAMS,
BOLTED TOGETHER, TP.
SATP.12"0 TO 14"h TIMBER PILE,
----/_ I I
r —
9 9"X18" TIMBER
STRINGERS, iYP.
$ REF. ELEV. 20.00'
g PwInI181122rJ20
ELEVATION SCALE: 1" = 5'-0"
Otak
Department of Natural Resources and o
a Parks - Parks and Recreation Division "�`ax 1• - 5'-0" m"`"'°w"""" QITY QF
Capital Planning and Development °APD� RENTQN
nzai wnnws Rnea NE, sere zaa 201 S. Jackson St, Suite 700 P°D DA7UM
Redmond, WA 98052 King Courltp Seattle, Washington 98104 `°°° ATM Planning/Building/Public Works Dept.
A'S..o22.004fi , scue rarov°ixar
.otenn x.m Tel (206) 296-4232 Fax (206) 263-6217 NO, REVISION BY DATE APPRiRPD
R-413904
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
msippo 01/05/2021
ERC - MAY CREEK TRESTLE REHABILIATION
KING COUNTY, WA CONTRACT NO. E00645E19
EXISTING BRIDGE LAYOUT
N
d'
0
0
00
T
Q
J
m
0
O
O
N
U
N
d'
O
O
O
00
d
J
r-
C�
C�
C�
O
O
O
N
U
14'-9" 14'-8"
I N
z z /
m m /
I /
\ I \
CHAIN LINK FENCE. REMOVE AND
58'-61,
LEGEND
15'-1"
13Pill'
REMOVE
EXISTING
r
REPAIR
w
w
w
WORK
In
m
n
r�
\
NEW
❑
CONSTRUCTION
EXISTING CONCRETE
PAD TO BE PROTECTED
YYY PFMOVF CNn RFPIGCF
TYPE 3 •. . i TIMBER
BACK WALL,
OMIRUL MAIL
CHAIN LINK LNL;L,
EACH SID E"
EACH SIDE
REPAIR
SELECT
.. l�
BER
TRIEMPAIR
PILES,
REMOVE EXISTING TIMBER
f7j=
SEE
TABLE
RAILROAD TIES AND
STEEL RAILROAD TRACKS
IMWA
Nil
bee, Ito
BRIDGE
�iI
REMOVE EXTG.. TIMBER I.WALLS
Mee
_ _
im
Ve ee
REMOVE EXTG. TIMBER WING
AND PLACE GRAVITY
oil,
WING WAL _LS AND PLACE
GRAVITY BLOCK WALL�-
..
1•-
BLOCK WALLS
Fm
CHAIN LINK FENCE, TYPE 3 MOD.,
REMOVE EXTG. TIMBER WING �•
WALLS AND PLACE GRAVITY
BLOCK WALLS
REMOVE AND REPLACE EXISTING BACK
WALL. TRIM TOP OF WALL TO AVOID
CONFLICT WITH PRECAST CONCRETE
DECK PANELS
REF. ELEV. 20.00'
Otak
11241 Willows Road NE, Suite 200
ReLmond, WA 98052
425.822A448
o
tak.mm
REMOVE EXISTING FENCE,
WALKWAY AND BRIDGE CABLE RAIL
(15) PRECAST CONCRETE
BRIDGE DECK PANELS
PLAN
SCALE: 1" = 5'-0"
7 SPA. AT
(15) PRECAST CONCRETE
DECK PANELS
� I III
EXISTING GROUND
REPAIR SELECT TIMBER PILES,
SEE REPAIR TABLE
Department of Natural Resources and
Parks - Parks and Recreation Division
Capital Planning and Development
201 S. Jackson St, Suite 700
KingCourlty Seattle, Washington 98104
Tel (206) 296-4232 1 Fax (206) 263-6217 No.
ELEVATION
SCALE: 1" = 5'-0"
REVISION
wILI
�I
III /
II
II
CHAIN LINK FENCE, TYPE 3 MOD.,
L -- -
I
REMOVE EXTG. TIMBER WING WALLS AND
PLACE GRAVITY BLOCK WALLS
REMOVE AND REPLACE EXISTING BACK WALL.
TRIM TOP OF WALL TO AVOID CONFLICT WITH
PRECAST CONCRETE DECK PANELS
TRESTLE REPAIR TABLE NOTES:
1. NUMBERS INDICATE THE BENT NUMBER AND LETTERS
INDICATE THE PILE OR STRINGER LOCATION. BENT
NUMBERING BEGINS AT 1 ON THE SOUTH END OF THE
BRIDGE AND INCREASES TO THE NORTH (SEE PLAN
VIEW). PILE AND STRINGER LETTERING BEGIN AT A ON
THE WEST SIDE OF THE BRIDGE AND INCREASE TO THE
EAST (SEE SHEET S-2).
2. GBW = GRAVITY BLOCK WALL
R-4 1 3906
1. ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO THE
WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT)
2018 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND
MUNICIPAL CONSTRUCTION AND AMENDMENTS, THE CURRENT WSDOT
STANDARD PLANS, AND KING COUNTY STANDARDS UNLESS
INDICATED OTHERWISE BY THE CONTRACT DOCUMENTS.
2. UNDERGROUND UTILITIES MAY EXIST IN THE AREA OF
CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO
CONTACT ANY AND ALL UTILITIES IN THE AREA AND FIELD VERIFY
THESE LOCATIONS PRIOR TO CONSTRUCTION. THE ONE -CALL
NUMBER FOR UNDERGROUND UTILITIES IS: 1-800-424-5555. IT IS
THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE
ENGINEER PROMPTLY OF ANY CONFLICT. LOCATED UTILITIES SHALL
BE MARKED WITH A CARSONITE MARKER AND ADDED TO THE
AS -BUILT DRAWINGS. PROVIDE THE ENGINEER WITH A LIST OF
LOCATED UTILITIES.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE
INTEGRITY OF ADJACENT UTILITIES WHICH MAY INCLUDE, BUT ARE
NOT LIMITED TO: WATER, SANITARY SEWER, STORM SEWER, POWER,
TELEPHONE, CABLE TV, IRRIGATION, AND STREET LIGHTING.
4. THE CONTRACTOR IS REQUIRED TO APPROVED WORKING DRAWINGS
AND A COMPLETE SET OF THE APPROVED ROAD AND BRIDGE
PLANS ON SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
5. IF THE CONTRACTOR DISCOVERS ANY DISCREPANCIES BETWEEN THE
PLANS AND THE EXISTING CONDITIONS ENCOUNTERED, THE
CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER.
6. STORM WATER POLLUTION PREVENTION PLAN SHALL BE INSTALLED
PRIOR TO STARTING ANY EARTHWORK.
7. ACCESS TO THE TRESTLE MAY BE CLOSED DURING CONSTRUCTION,
HOWEVER ACCESS TO THE ADJACENT ROADWAY SHALL BE
MAINTAINED AT ALL TIMES.
8. ALL DIMENSIONS ON THESE DRAWINGS SHALL TAKE PRECEDENCE
OVER THE INDICATED SCALE. DRAWINGS SHALL NOT BE SCALED
FOR CONSTRUCTION PURPOSES. NO LENGTH OR SHAPE IS IMPLIED
UNLESS IT IS DIMENSIONED.
9. IMPROVEMENTS WERE DESIGNED IN ACCORDANCE WITH THE AASHTO
_RFD BRIDGE DESIGN SPECIFICATIONS, 7TH EDITION, 2014, WITH
2015 AND 2016 INTERIM REVISIONS AND THE WASHINGTON
DEPARTMENT OF TRANSPORTATION (WSDOT) BRIDGE DESIGN
MANUAL, JUNE 2017 EDITION.
10. DESIGN INCLUDES 35 PSF FOR FUTURE WEARING SURFACE.
11. LIVE LOAD INCLUDES 90 PSF PEDESTRIAN LOADING AND H-10
TRUCK CONSISTING OF 4 KIP AND 16 KIP AXLES.
12. CONCRETE SHALL BE CLASS 4000.
13. PROVIDE STEEL PLATES AND SHAPES PER ASTM A36 AND
GALVANIZE PER AASHTO M111.
14. PROVIDE FASTENERS PER ASTM A307, GRADE A OR F1554, GRADE
36, SEE ALSO DETAILS. PROVIDE NUTS PER AASHTO M291.
PROVIDE HARDENED STEEL WASHERS PER AASHTO M293. PROVIDE
RAISED PATTERN MALLEABLE IRON WASHERS PER ASTM A47.
GALVANIZE PER AASHTO M232.
15. PROVIDE STAINLESS STEEL BANDING PER ASTM D3953, TYPE 304
OR TYPE 316. BANDING SHALL BE J" MIN. WIDTH WITH 2,000
POUND MIN. BREAKING STRENGTH.
16. TIMBER SHALL BE DOUGLAS FIR -LARCH NO. 1. TREAT TIMBER PER
AASHTO M133.
17. RE -USE SALVAGEABLE EXISTING TIMBER BACK WALL MEMBERS AS
DIRECTED BY THE ENGINEER.
18. ALL PRECAST CONCRETE BRIDGE DECK PANELS SHALL BE
POSITIONED AND SHIMMED TO GRADE PRIOR TO SECURING DECK
PANEL RESTRAINTS. SEE PRECAST BRIDGE DECK PANEL DETAILS
SHEET.
19. SEE BRIDGE RAILING AND FENCE DETAILS SHEET FOR CHAIN LINK
FENCE DETAILS NOT SHOWN.
MAY CREEK TRESTLE REPAIR
MEMBER LOCATION REPAIR
28, 2D, 3E
PILES & 5A BANDING
PILE CAPS NONE -
STRINGERS NONE -
BRACING NONE -
WING WALL 1 AND -5,f- REMOVE EXTG.. TIMBER AND
BACK WALL 1 AND 5 REMOVE AND REPLACE EXTG.
TIMBERS
Pw1n1z81z22rj20
"ee,V"`""'-'
o CITY OF
RENTON
.
_RPD
11
DATUM
Planning/Building/Public Works Dept.
"'eOppD
BY
DATE
APPR
scaE raov°ivar
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
msiDDO 01 /O5/2021
ERC - MAY CREEK TRESTLE REHABILIATION
KING COUNTY, WA CONTRACT NO. E00645E19
LAYOUT I S-'I
N
O
O
O
w<
DO
V
O
V
W
I—
II II
CL BRIDGE
II II
I II IIII
II IIII
r— A B C I� — — D E F—
a
6 — - C IDI f EMI
I
_
PILE REPAIR BANDING
AT 1'-0" SPA.
* LOCATIONS SHOWN REPRESENT
TYPICAL REPAIRS. AIR
TABLE FOR LOCATIONS NOT ( I I I I I I
SHOWN. ADJUST SPACING TO
AVOID TRANSVERSE BRACING I I I I I
(NOT SHOWN) BUT DO NOT
BANDS. IL
THE NUMBER OF I I lI I I I II I I
I-H III I I III �,I
I I EXISTING GROUND
STEP 1 - REPAIR TRESTLE
SCALE: J2" = 1'-0"
FACING NORTH
TRANSVERSE BRACING NOT SHOWN FOR CLARITY
REMOVE EXISTING CHAIN LINK
n FENCE
rI REMOVE EXISTING TIMBER WALKWAY
PLANKS, (5)3"XlO" NOM. AND
CL BRIDGE ATTACHED SLIP SURFACE MEMBRANE
REMOVE EXISTING STEEL REMOVE EXISTING STEEL CABLE
RAILROAD TRACKS, 4 RUNS f RAIL
lei
REMOCURBS, 4"In
XB" NOM.TIMBER
H
IIII 1
REMOVE EXISTING TIMBER
RAILROAD TIES, 8"X8" NOM. �— — _ L II — —I _ — 1
r— TAB C I —— 'DIE
F -
B C I D
14I_6L, f III
1-1 I I III �,I
III ill
I 14._0.I f 0„} I I
l i l I I 16:-0.I f
III III IIII �I�
I 111 III III IIII III I �I
EXISTING GROUND
-1 L-�I�J _,Ly- L�--
STEP 2 - REMOVE EXISTING TRACKS, TIES AND WALKWAY
SCALE: h" = 1'-0"
FACING NORTH
TRANSVERSE BRACING NOT SHOWN FOR CLARITY
Pw1n1Z81,122rj20
Otak
Department of Natural Resources and o
a Parks - Parks and Recreation Division `ax 1/2^ — Y-o" °�°^"" a�9opw, CITY OF
Capital Planning and Development °APD� RENTCN
11241 wno�Road NE, sane200 201 S. Jackson St, Suite 700 W_ RPD DA7UM
Redmond, WA 98052 King Courltp Seattle, Washington 98104 `° Dl + Planning/Building/Public Works Dept.
o IL
49.B22.444fi
tak.mm Tel (206) 296-4232 I Fax (206) 263-6217 NO, REVISION BY DATE APPR V,aah°D SVIS
NOTES:
1. SEE SHEET S-1 FOR MAY CREEK TRESTLE REPAIR TABLE.
2. SEE E-X SERIES SHEETS FOR EXISTING BRIDGE
INFORMATION NOT SHOWN.
R-413907
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
msippo 01/05/2021
ERC - MAY CREEK TRESTLE REHABILIATION
KING COUNTY, WA CONTRACT NO. EO0645E19
REPAIR AND RETROFIT SEQUENCE I $-2
1OF2 R ,
M
(1)
0
0
U
BRIDGE RAILING TYPE
CHAIN LINK FENCE
ro
For
PRECAST CONCRETE
BRIDGE DECK PANEL
EXISTING GROUND
13'-8" OUT —OUT
19'—n" TRAII WInTH
S r— C— — D E F —
T----�T�I
I� III I�I II I, III I�I,II
III III IIIII IIIII
I,I III I I III I,I
III III III I II IIIII
� III I I III I,I
I�I III III IIIII III I III
�t� II I I III II I
III III I I IIIII I
I--
I
STEP 3 - INSTALL NEW DECKING AND RAILING
SCALE: )z" = 1'-0"
FACING NORTH
TRANSVERSE BRACING NOT SHOWN FOR CLARITY
OtakDepartment of Natural Resources and
a Parks - Parks and Recreation Division
Capital Planning and Development
„za, wllm.,m Roma d, A9 eon 201 S. King County Seattle,' Washington 98104ackson St, Suite 0
Redmond, .822. 5]
wwx5.otaxmm Tel (206) 296-4232 1 Fax (206) 263-6217 No.
BACKFILL WITH GRAVEL BORROW,
EACH FACE
REMOVE EXISTING TIMBER
WING WALLS AND PLACE
GRAVITY BLOCK WALLS
0
w1_1
CRUSHED SURFACING J
TOP COURSE
EXISTING GROUND J
* MATCH EXISTING SLOPE. NEW SLOPE
NEED NOT BE FLATTER THAN 2H:1V.
CL BRIDGE
EXCAVATION AND
BACKFILL PAY LIMITS I
1 --I
o'�T=�_j___
I
REMOVE EXTG. TIMBER BACK
WALL AND REPLACE WITH
9X18 TIMBERS
EXTG. TIMBER BACK WALL
SUPPORT PILE
ww
mm
--P-H
* 1 /
I p
STEP 4- REPLACE BACK WALL AND WING WALLS AND GRADE APPROACHES
SCALE: Y2" = 110"
BENT 1 SHOWN FACING SOUTH
BENT 4 FACING NORTH, SIMILAR
Pw1n1z�8v22rj20
IV
1/2._1,_G.
�mwmt�9:;/,w,
o CITY OF
�
RENTON
N_RPD
11
DATUM
Planning/Building/Public Works
Dept.
RpD
vo�DD
REVISION
BY
DATE
APPR
Sc r< s00L.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
msippo 01 /05/2021
ERC - MAY CREEK TRESTLE REHABILIATION
KING COUNTY, WA CONTRACT NO. E00645E19
REPAIR AND RETROFIT SEQUENCE
2OF2
N
1
O
0
0
Ib
J
111—R11
O
(`7
V
O
V
W
I-
6
f 13,_5,.
TOP AND BOTTOM (1) #6 EACH SIDE,
CL ANCHOR PLATE rL BRIDGE AND DECK PANEL 7
„
(13) #4 X 3'-9" AT 12"
MAX. SPA., TOP AND BOTTOM 7„ (7) #6 X 13'-5" AT 6"
MAX. SPA., TOP AND BOTTOM
CL ANCH(
6"
�
I
I
O
I
�
J
U
N
I
I
0
0
0
0
0
0
0
0
1
CLR.
R PLATE
13'-81,
CL ANCHOR PLATE CL BRIDGE AND DECK PANEL CL ANCHOR PLATE
(13) #4 X 3'-9" AT 12"TOM TRANSVERSE LIGHT
MAX. SPA., TOP AND BOT
6" BROOM FINISH 6"
1 (7) #6 X 13'-5" AT 6"
J'z" CHAMFER, CLR. MAX. SPA., TOP AND BOTTOM
EXTERIOR EDGES, TYP.
#4 X 3'-9" TOP AND
BOTTOM, EACH END
ANCHOR PLATE AND ANCHOR BOLT
EMBEDMENT, SEE FENCE DETAILS
SHEET. PROVIDE AT CENTER OF
EVERY OTHER DECK PANEL.
3'-011
#4 TOP AND BOTTOM m
AT EACH ANCHOR PLATE 811
(1) #4 EACH END, �`
TOP AND BOTTOM
(2) CONCRETE INSERT FOR j114 BOLTS
(DAYTON SUPERIOR F42 OR APPROVED EQUAL)
EXISTING STRINGERS
ANCHOR PLATE AND ANCHOR BOLT
EMBEDMENT, SEE FENCE DETAILS SECTION A -A
SHEET. PROVIDE AT CENTER OF
EVERY OTHER DECK PANEL. SCALE: 3/4" = 1'-0"
EXISTING STRINGERS
PRECAST CONCRETE BRIDGE DECK PANEL PLAN
SCALE: 3'4" = 1'-0"
NOTES:
1. CONTRACTOR SHALL ALLOW THE ENGINEER ACCESS TO THE
PRECAST DECK PANELS FOR INSPECTION AT THE PRECAST
PLANT LOCATION PRIOR TO SHIPPING TO THE PROJECT SITE.
4X8 TIMBER MAY BE FIELD CUT AND
DRILLED TO FIT EACH LOCATION.
1"0 X 7" THROUGH
BOLT, TYP.
PRECAST CONCRETE
DECK PANEL
ADJUST DECK PANEL TO GRADE IN
EACH DIRECTION TO ENSURE SMOOTH
WALKING SURFACE, SHIM IN PLACE
ON EXISTING STRINGERS, THEN
SECURE DECK PANEL RESTRAINT.
(4) J"O X 6" LAG BOLT, TYP.
(2) 1J"O X 1011 BOLT, TYP.
Otak
11241 Willows Road NE, Suite 200
Redmond, WA 98052
4'5.Bo22A44fi
tak.com
EXISTING STRINGERS
CL BRIDGE AND DECK PANEL
I
7"
2. ALL DECK PANELS ON EACH BRIDGE SHALL BE POSITIONED
AND SHIMMED TO GRADE PRIOR TO SECURING DECK PANEL
RESTRAINT.
(2) CONCRETE INSERT FOR "0 BOLTS
(2) CONCRETE INSERT FOR J"O BOLTS (DAYTON SUPERIOR F42 OR APPROVED EQUAL)
(DAYTON SUPERIOR F42 OR APPROVED EQUAL) 4X8 TIMBER MAY BE FIELD CUT AND
DRILLED TO FIT EACH LOCATION.
(4) L 4X4Xj X 0'-81,
PER DECK PANEL
I 1
III I�I�
I
1 III
QO
�I�
VARIES 2-3" t TO 3'-9" t *
DECK PANEL RESTRAINT
SCALE: 1J¢" = 1'-011
Department of Natural Resources and
Parks - Parks and Recreation Division
Capital Planning and Development
201 S. Jackson St, Suite 700
KingCourlty Seattle, Washington 98104
Tel (206) 296-4232 1 Fax (206) 263-6217 No.
2"
TYP.
* FIELD VERIFY DIMENSIONS
REVISION
J" RADIUS AT TOP
TRANSVERSE EDGE, TYP.
CLASS 1
SURFACE
FINISH
#4 TOP AND BOTTOM
AT EACH ANCHOR PLATE
SEE DECK PANEL
RESTRAINT DETAIL
#6 AT 6" MAX. SPA.,
TOP AND BOTTOM
#4 AT 1211 MAX. SPA.,
TOP AND BOTTOM
4'-0"
ro�
SECTION B-B
SCALE: 3/4" = 1'-0"
q BRIDGE AND DECK PANEL
PRECAST CONCRETE
BRIDGE DECK PANEL, TYP.
(4) J"O X 7" a F
THROUGH BOLT, TYP.
I IL
(4) 1{"O X 6" II
LAG BOLT, TYP. U It v
(4) L 4X4Xj X 0'-8" 2"
PER DECK PANEL Fwi=
TYP.
(2) j"4 X 10"
BOLT, TYP.
ADJUST DECK PANEL TO GRADE IN EACH DIRECTION
EXISTING STRINGERS TO ENSURE SMOOTH WALKING SURFACE, SHIM IN
PLACE ON EXISTING STRINGERS, THEN SECURE
DECK PANEL RESTRAINT.
SECTION C-C
SCALE: 1Yz" = 1'-0" R-4 1 3909
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Pw1n11�8?1122rj20
DEVELOPMENT ENGINEERING
msippo 01/05/2021
tt" AS SHOWN "'w' CITY OF ERC - MAY CREEK TRESTLE REHABILIATION mlE1o/E
WD O R T TON KING COUNTY, WA CONTRACT NO. E00645E19 °°' N
DIVAN_RPD ilk DATUM
Planning/Building/Public Works Dept. PRECAST CONCRETE BRIDGE DECK PANEL DETAILS S-
BY DATE APPR =Iaeosva ra°v°i*ar n,
D 8
N
0
O
00
Q
J
0
0
0
N
U
zi
iD
a
ff
RIPLEY
LANE
TRESTLE
LAYOUT SHEETS
10'-0"
MAX.
SPA.
TO END
OF WING WALL
END OF BRIDGE
DECK PANELS
TIMBER END WALL. TRIM TO AVOID
CONFLICT WITH DECK PANEL.
SCALE: %" = 1
CHAIN LINK FENCE,
VINYL COATED BLACK
31"0 EXTRA STRONG PIPE,
GALV. AND POWDER
COATED BLACK
SEE DETAIL A
O PRECAST CONCRETE
BRIDGE DECK PANEL
BRIDGE RAILING TYPE CHAIN LINK FENCE
TYPICAL SECTION
SCALE: 1X" = 1'-0"
2'-011
RIPLEY LANE TRESTLE LAYOUT SHEETS
8'-CYz" POST SPA. TYP. ON BRIDGE
ST CONNECTION EMBEDMENT CENTER
ON EVERY OTHER DECK PANEL
6"
POST
23/a
I
34"0 EXTRA
STRONG PIPE
FE1 X8X8BASE O
PLATE
1" GROUT - IF
OtakDepartment of Natural Resources and
a Parks - Parks and Recreation Division
Capital Planning and Development
nzai wnms R"se d, A9 052 King COY111ty Seattle,' Washington 981040
Retlmo 42 .822. 5]
wwx5.otaxmm Tel (206) 296-4232 1 Fax (206) 263-6217 No.
0
0
ir
A o
DETAIL A
SCALE: 3" = 1'-011
PRECAST CONCRETE
DECK PANEL, TYP.
:3:71:ZeI�:L\I�I�[e1_\�1:7Y�[y�R:j�
y�
1.
INSTALL ALL POSTS NORMAL TO GRADE IN THE LONGITUDINAL DIRECTION AND PLUMB IN THE
TRANSVERSE DIRECTION.
2.
STRETCH CHAIN LINK FABRIC AND FASTEN TO VERTICAL POSTS AT 1'-3" MAX. SPA. AND 2'-0" MAX.
SPA. TO HORIZONTAL BRACE RAILS.
3.
PROVIDE STEEL PIPE FOR THE POSTS CONFORMING TO ASTM SPECIFICATION A53 GRADE B. PROVIDE
ALL OTHER MATERIAL FOR CHAIN LINK FENCE (FABRIC, PIPES AND HARDWARE) CONFORMING TO
1}"O
X—STRONG
AASHTO SPECIFICATION M181.
PIPE
TOP RAIL
4.
PROVIDE ALL STEEL PLATES CONFORMING TO ASTM A36.
5.
PROVIDE ALL ANCHOR BOLTS CONFORMING TO ASTM F1554, GRADE 36.
6.
HOT —DIP GALVANIZE ALL STEEL MATERIAL AFTER FABRICATION.
7.
CHAIN LINK FABRIC SHALL BE VINYL COATED BLACK. ALL OTHER EXPOSED STEEL SHALL BE POWDER
COATED BLACK EXCEPT NUTS, WASHERS AND EXPOSED ENDS OF EMBEDDED BOLTS SHALL BE FIELD
PAINTED BLACK CLOSELY MATCHING THE POWDER COATING COLOR.
B.
CHAIN LINK FABRIC SHALL BE 3" ABOVE CONCRETE SURFACE. KNUCKLE SELVAGE AT TOP AND
1j"0
X—STRONG
BOTTOM OF FENCE.
- PIPE
BOTTOM RAIL
M
9.
PROVIDE ONE STRETCHER BAR AT THE BEGINNING AND END OF EACH RUN.
10.
PROVIDE NO MORE THAN TWO FABRIC SPLICES PER RUN, SPACED NO LESS THAN 50 FEET.
11.
DETAILS NOT SHOWN SHALL CONFORM TO WSDOT STANDARD PLAN L-20.10-03 FOR CHAIN LINK
FENCE TYPE 3.
CL POST AND
BASE PLATE
R+A"
WALL
PLATE
SOCKET WELD
SCALE: 6" = 1'-0"
1Y4" TYP.
Yz" TYP.
SEE SOCKET
WELD DETAIL
100 X 10" ANCHOR BOLT
WITH STD. WASHER AND
SELF LOCKING NUT, TYP.
LEVELING NUT
e
PRECAST CONCRETE
BRIDGE DECK PANEL
R} X 8 X 8 ANCHOR
PLATE WITH (4) 1 110
HOLES
NOTE:
DECK PANEL REINFORCEMENT
NOT SHOWN FOR CLARITY
dx I
AS SHOWN "„`:'
�o�
._RPD 11 L DATUM
of
REVISION BY DATE APPR Vo�DD Sc raovoivar
4" RAD
C
(4) 1 "0
PRECAST COD
BRIDGE DECK
OL POST
I
BASE PLATE — PLAN
SCALE: 3" = 110"
Pw1n1z�8v22rj20
OCITY OF
RENTON
Planning/Building/Public Works Dept.
v
?�1
R-413910
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
msippo 01/05/2021
ERC - MAY CREEK TRESTLE REHABILIATION
KING COUNTY, WA CONTRACT NO. E00645E19
BRIDGE RAILING AND FENCE DETAILS
N
0
0
00
Q
J
0
0
N
U
TREE PER PLAN &
SPECIFICATIONS
4' DEPTH MULCH
SET ROOTBALL ON
SUBGRADE
FINISH GRADE
PERGRADING
/`--T PLANS
PLANTING HOLE ZX
WIDTH OF ROOTBALL
REE PER PLAN AND
PECIFICATIONS
DOT CROWN V ABOVE
WISH GRADE
'DEEP MULCH
ET ROOTBALL ON
NDISTURBED SUBGRADE
LANDING HOLE 2X
MOTH OF ROOTBALL
TREE PLANTING DETAIL DECIDUOUS TREE PLANTING DETAIL
NOT TO SCALE NOT TO SCALE
OtakDepartment of Natural Resources and
a Parks - Parks and Recreation Division
Capital Planning and Development
11241 wllmse NE,A9te 052 Kelly COurlty Seattle,' Washington 981040
Retlmo 42 .822. 5]
4wwx5.otaxmm Tel (206) 296-4232 1 Fax (206) 263-6217 NO, REVISION
ROOT FLARE TO BE AT
FINISH GRADE
4" DEEP MULCH,
FEATHER MULCH AWAY
FROM STEM
FINISHED GRADE
ROUGHEN ROOTS
DURING PLANTING
NATNE SHRUBS PLANTING DETAIL
NOT TO SCALE
EJK AS SHOWN M00Im
� mw
.CHEa o_TE III DATUM
I
BY DATE APPR =�� S. `=s00Ly
PLANT SCHEDULE
QTY BOTANICAL I COMMON NAME CONT SIZE
4 ACER CIRCINATUM/VINE MAPLE 5GAL 4'S'
4 THUJA PLICATA I WESTERN RED CEDAR 3GAL. THT.
QTY BOTANICAL I COMMON NAME CONT
28 CORNUS SERICEA I RED TWIG DOGWOOD 3GAL
4 HOLODISCUS DISCOLOR I OCEAN -SPRAY 3GAL
17 LONICERA INVOLUCRATA I TWINBERRY SGAL
9 MAHONIA AQUIFOLIUM I OREGON GRAPE 2GAL.
17 MAHONIA NERVOSA I LOW OREGON GRAPE 1GAL
12 OEMLERIA CERASIFORMIS I INDIAN PLUM 5GAL
10 PHYSOCARPUS CAPITATUS I PACIFIC NINEBARK 2GAL.
28 POLYSTICHUM MUNITUM I WESTERN SWORD FERN 1GA-
12 ROSA PISOCARPA I CLUSTERED WILD ROSE 5SAL
21 SYMPHORICARPGS AIBUS I COMMON WHITE SNOWBERRY IGAL
GROUND COVERS QTY BOTANICAL I COMMON NAME CONT
913 SF BARK MULCH I BARK MULCH WA
4' DEPTH THROUGHOUT PLANTING AREA
1,051 SF NATIVE PLANTS I SEED MIX SEED
SUNMARK NATIVE UPLANDS MIX OR APPROVED EQUAL:
ELYMUS GLAUCUSI BLUE WILDRYE 50%BY WEIGHT
FESTUCA RUBRA RUBRAI NATIVE RED FESCUE 30%BY WEIGHT
BROMUS CARNATIUS/ CALIFORNIA BROME 10%BY WEIGHT
AGROSTIS EXARATA/ SPIKE BENTGRASS 10%BY WEIGHT
SEEDING RATE SHALL BE 1 PLS PER 100D SF
LANDSCAPE NOTES:
1. PLANTING MAY ONLY OCCUR BETWEEN OCTOBER 15 AND APRIL 15.
2. RELOCATE PLANTS, WITH PROJECT MANAGERS APPROVAL, AS NECESSARY TO AVOID EXISTING
NATIVE PLANTS AND OTHER OBSTRUCTIONS.
Op WAS /
A4� �PSIUKtri 'PG
hP i0 1/ q� OZ
�U
t�yfO��g SXP.01109\ryoGS
V ZgAIDSCAPE 10/8/2020
OCITY OF
RENTON
Planning/Building/Public Works Dept.
R-4.1391 1
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
CURRENT PLANNING
Clark Close 01 /06/2021
DEVELOPMENT ENGINEERING C
msippo 01/05/2021
ERC - MAY CREEK TRESTLE REHABILIATION m,E1o/8/1j
KING COUNTY, WA CONTRACT NO. E00645E19 FD=DO�N
LANDSCAPE PLAN, SCHEDULE AND DETAILS L-1