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HomeMy WebLinkAboutzR-3991SetINDEX TO SHEETS: PM1.01 PAVEMENT MARKING AND
R1 OF 20 COVER SHEET SIGNING PLAN
rn R2 OF 20 DEMOLITION AND TESC PLAN (OFF -SITE) PM1.02 PAVEMENT MARKING AND
c� SIGNING PLAN
COVER SHEET
FOR
o R3 OF 20 DEMOLITION AND TESC PLAN (OFF -SITE) PM1.03 PAVEMENT MARKING AND R4 OF 20 DEMOLITION AND TESC PLAN ( FF SITE) _MEDICINE= VALLEY MEDICALCENTER
R5 OF 20 DEMOLITION AND TESC PLAN (ON -SITE) SIGNING PLAN CITY DETAILSUW
o PM1.04 PAVEMENT MARKING AND TALBOT ROAD TRAFFIC SIGNAL AND INTERSECTION IMRPOVEMENTS
LL_I R6 OF 20 TESC CONSTRUCTION NOTES AND DETAILS SIGNING PLAN -CITY DETAILS
R7 OF 20 TALBOT ROAD IMPROVEMENT PLAN AND
PM1.05 PAVEMENT MARKING AND
PROFILE
R8 OF 20 TALBOT ROAD IMPROVEMENT PLAN AND SIGNING PLAN -CITY DETAILS
TS1.01 TRAFFIC SIGNAL PLAN
CIO PROFILE
~ R9 OF 20 TALBOT ROAD IMPROVEMENT PLAN TS1.02 TRAFFIC SIGNAL PLAN
771
I_I_I R10 OF 20 PEDESTRIAN RAMP DETAILS TS1.03 TRAFFIC SIGNAL PLAN
R11 OF 20 PEDESTRIAN RAMP DETAILS WIRE DIAGRAM
'-'-I R12 OF 20 NORTH ACCESS ROAD IMPROVEMENT PLAN TS1.04 TRAFFIC SIGNAL PLAN
� POLE CHART
AND PROFILE
o TS2.01 TRAFFIC SIGNAL PLAN
R13 OF 20 WATER PLAN -NORTH ACCESS ROAD PLAN FLASHING BEACON
AND PROFILE
R14 OF 20 CONSTRUCTION NOTES AND DETAILS T82.02 TRAFFIC SIGNAL PLAN
77-1 R15 OF 20 CONSTRUCTION NOTES AND DETAILS FLASHING BEACON
p R16 OF 20 CONSTRUCTION NOTES AND DETAILS NOTES AND DETAILS
R17 OF 20 CONSTRUCTION NOTES AND DETAILS TS3.01 TRAFFIC SIGNAL PLAN
INTERCONNECT SCHEDULE
R18 OF 20 CONSTRUCTION NOTES AND DETAILS T84.01 TRAFFIC SIGNAL PLAN
L`I R19 OF 20 CONSTRUCTION NOTES AND DETAILS
cn T84.02 TRAFFIC SIGNAL PLAN - DETAILS
R20 OF 20 SIGNAL FOUNDATION MODIFICATION PLAN T85.01 TRAFFIC SIGNAL PLAN - CITY DETAILS
L11 T85.02 TRAFFIC SIGNAL PLAN - CITY DETAILS
~_
SEPA MITIGATION MEASURES T85.05 TRAFFIC SIGNAL PLAN - CITY DETAILS
z
1. PROJECT CONSTRUCTION SHALL BE REQUIRED TO COMPLY WITH THE RECOMMENDATIONS FOUND IN THE \
0 GEOTECHNICAL STUDIES COMPLETED BY GEOENGINEERS INC. FOR THE MEDICAL OFFICE BUILDING (DATED
Z SEPTEMBER 16, 2016) AND THE GEOTECHNICAL STUDY FOR THE PARKING GARAGE EXPANSION (DATED AUGUST 2,
Q 2016) OR UPDATED REPORTS SUBMITTED AT A LATER DATE. /
J 2. THE APPLICANT SHALL VOLUNTARILY CONDUCT ADDITIONAL TRAFFIC ANALYSIS AND SUBMIT AN UPDATED TRAFFIC
Q IMPACT ANALYSIS (TIA) FOR THE MEDICAL OFFICE BUILDING (ORIGINALLY PREPARED BY WALKER PARKING
z CONSULTANTS- DATED OCTOBER 17, 2016). THE UPDATED TIA SHALL ADDRESS STAFF COMMENTS SENT TO THE
APPLICANT ON JANUARY 10, 2017. THE FINDINGS AND RECOMMENDATIONS OF THE UPDATED TIA MAY BE SUBJECT
O TO AND INDEPENDENT THIRD PARTY REVIEW AND/OR STUDY AND SHALL COMPLY WITH ANY ADDITIONAL /
Cn RECOMMENDATIONS OF A SECONDARY TIA. THE UPDATED REPORT AND THE POTENTIAL SECONDARY ANALYSIS OF
TRAFFIC IMPACTS SHALL BE SUBJECT TO APPROVAL BY THE CITY OF RENTON PLAN REVIEW PROJECT MANAGER
C) AND THE CITY OF RENTON PUBLIC WORKS TRANSPORTATION DIVISION PRIOR TO CONSTRUCTION PERMIT ISSUANCE.
3. PROJECT CONSTRUCTION SHALL BE REQUIRED TO CONSTRUCT A TRAFFIC SIGNAL AT THE NORTH ACCESS ROAD
LL (S 177TH ST & TALBOT RD S) INTERSECTION ALONG WITH ROADWAY IMPROVEMENTS WITHIN THE INTERSECTION TO
Q ENSURE THE SAFE AND EFFICIENT FUNCTION OF THE INTERSECTION. THE TRAFFIC SIGNAL AND ROADWAY
pC IMPROVEMENTS SHALL BE REVIEWED AND APPROVED BY THE CITY OF RENTON PLAN REVIEW PROJECT MANAGER I�
AND THE CITY OF RENTON PUBLIC WORKS TRANSPORTATION DIVISION PRIOR TO BUILDING PERMIT ISSUANCE OF I
THE MEDICAL OFFICE BUILDING OR ANY ADDITIONAL TRAFFIC BEING DIVERTED TO OR FROM THIS INTERSECTION. THE
MEDICAL OFFICE BUILDING SHALL NOT RECEIVE CERTIFICATE OF OCCUPANCY UNTIL THE NEW TRAFFIC SIGNAL IS
Q FULLY TESTED AND OPERATIONAL. I
Q) O
X 4. ACCESS TO THE NORTH PARKING GARAGE EXPANSION, VIA THE ENTRANCE RAMP THAT EXTENDS OFF THE EAST �
DC ELEVATIONS OF PARKING GARAGE, SHALL BE DEVELOPED FOR EMERGENCY ACCESS ONLY ALONG WITH A GATE THAT I
J PREVENTS GENERAL VEHICULAR ACCESS FROM TALBOT RD S. THE GATE AND RAMP LOCATION AND ACCESS SHALL
z BE SUBJECT TO REVIEW AND APPROVAL BY THE CITY OF RENTON PLAN REVIEW PROJECT MANAGER, THE CITY OF
Q RENTON PUBLIC WORKS TRANSPORTATION DIVISION AND THE RENTON REGIONAL FIRE AUTHORITY. THE EMERGENCY
m ACCESS GATE MAY BE EXPANDED TO A HOSPITAL STAFF KEY CARD REGULATED READER ACCESS GATE UPON THE
J INSTALLATION OF AN OPERATIONAL TRAFFIC SIGNAL AT THE NORTH ACCESS ROAD (S 177TH ST & TALBOT RD S)
Q INTERSECTION ALONG WITH ROADWAY IMPROVEMENTS WITHIN THE INTERSECTION. I
CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE v
-_ WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND
Q REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION
0 w ACTIVITY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A
co F-- REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS
Z MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL
Q w RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190.
n
o U WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES EX
J PUBLIC LAND SURVEY OFFICE DG -
1111 WASHINGTON STREET S.E.
o Q P.O. BOX 47060
� CU OLYMPIA, WASHINGTON 98504-7060 I
M 0 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR
DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND
AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE
APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE
Q? RESPONSIBILITY OF THE CONTRACTOR.
ow
J UTILITY CONFLICT NOTE:
J
Q Q THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH
OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE
UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION.
m THIS SHALL INCLUDE CALLING UTILITY LOCATE AT 811 AND THEN POTHOLING ALL OF THE I
EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER
OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE
BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF
o CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL NOTIFY BARGHAUSEN CONSULTING
00 ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION.
w
HORIZONTAL CONTROL NOTE:
a CONTRACTOR SHALL HAVE ALL PROPERTY LINES, CURB, SIDEWALK, STRUCTURES, CONCRETE PADS
� AND ANY OTHER ABOVE GROUND PERMANENT STRUCTURE DEPICTED ON THESE PLANS STAKED
co FOR CONSTRUCTION BY A LICENSED SURVEYOR. LICENSED SURVEYOR SHALL STAKE ALL ITEMS
co
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USING COORDINATE GEOMETRY (RECTIFIED TO SITE CONTROL) CONTAINED IN CAD DRAWING FILES
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FOUND MONUMENT IN CASE
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COORDINATE SYSTEM
NEW
NORTHING: 165,057.54
MEDICAL
FASTING: 1,299,413.82
OFFICE
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o�
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\
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FOUND MONUMENT IN CASE
�<I�I COORDINATE SYSTEM
AREA
OF
NORTHING: 164,722.03
FASTING: 1,299,325.95
CONSTRUCTIONS
-
vir
EX
BLDG
Q PROVIDED BY BARGHAUSEN CONSULTING ENGINEERS, INC. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO RETRIEVE LATEST CAD FILES FROM BARGHAUSEN CONSULTING ENGINEERS INC., Cv+E
� REFLECTING ANY ISSUED PLAN REVISIONS. BARGHAUSEN CONSULTING ENGINEERS SHALL _ -
IMMEDIATELY BE NOTIFIED OF ANY DISCREPANCIES PRIOR TO THE START OF CONSTRUCTION. - _ " BRASS -DM
U
CITY OFRENTGN- -
H COORDINATE SYSTEM-
N
18215 72ND AVENUE SOUTH P�� SqDR EASTING: 1,298,666.96
N KENT, WA 98032 ��OF WASy��� •
CD m 2 (425)251-6222
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00 sG `' CIVIL ENGINEERING, LAND PLANNING, �`/STEM
w i �T �� ss/ONA L FAG\ Know what's below. 1 REVISED PER ASBUILT CONDITIONS
a �HG ENG�N� SURVEYING, ENVIRONMENTAL SERVICES
Z Call before you dig. N0. REVISION
9 22 2020
EXISTING
BUILDING
SURVEYED:
DESIGNED:
ZTW
DRAWN:
ZTW
ZTW 2 16 20 ZTW CHECKED:
AS
BY DATE APPR AlPRavm:
AS
ily'vFOUND MONUMENT IN CASE
COORDINATE SYSTEM
NORTHING: 164,295.26
4rEASTING: 1,299,157.79
CITY OF RENTON
COORDINATE SYSTEM
NORTHING: 164,147.41
EASTING: 1, 299, 099.50
FOUND BRASS ROD IN CASE
CITY OF RENTON
CONTROL POINT NO. 1229
NORTHING: 163,956.15
EASTING: 1,299,050.25
SCALE:
1 =100,
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
0
� �o���000�00000000000
unary PROVIDER&
SANITARY SEWERS, STORM DRAINAGE, WATER
CITY OF RENTON
DEVELOPMENT SERVICES
1055 SOUTH GRADY WAY
• RENTON, WA 98055 VICINITY M A P
I(425) 430-7200
POWER AND NATURAL GAS N NO SCALE
I PUGET SOUND ENERGY
411 108TH AVENUE NE
PO BOX 97034
BELLEVUE, WA 98009
(425) 454-6363
FAX: (425) 462-3300
TELEPHONE
QWEST
LDA GROUP
PO BOX 625001
LITTLETON, CO 80162
(800) 526-3557
DESCRIPTION:
LOTS 1 THROUGH 10 OF VALLEY MEDICAL
CENTER NORTH CAMPUS BINDING SITE PLAN,
RECORDED IN VOLUME 166 AT PAGES 89 THROUGH 93,
INCLUSIVE, IN KING COUNTY, WASHINGTON.
FKMONTAL DATUM:
NAD 1983/91 - AS PROVIDED BY CITY OF RENTON SURVEY CONTROL NETWORK.
REFERENCE VALUES WERE ACQUIRED AND MONUMENTS WERE VISITED IN AUGUST,
2003. REFERENCE CONTROL POINTS ARE AS FOLLOWS:
1227
LOCATION: FOUND A 3/8" BRASS PLUG IN 10" MONUMENT CASE AT A PC
ON TALBOT ROAD SOUTH IN THE INTERSECTION OF TALBOT
ROAD SOUTH AND SOUTH 45TH PLACE. THERE IS A SIMILAR
MONUMENT SOUTH 24° EAST 11.4 FEET.
MONUMENT: 3/8 IN BRASS PLUG IN MONUMENT CASE
NORTHING: 163,155.0641 EASTING: 1,298,978.216
1229
LOCATION: FOUND 10" MONUMENT CASE AT THE INTERSECTION OF
SOUTHWEST 43RD STREET AND TALBOT ROAD SOUTH
APPROXIMATELY 10' NORTH OF ANOTHER MONUMENT CASE AT
THE PC OF A CURVE ON TALBOT ROAD SOUTH.
MONUMENT: MONUMENT CASE
NORTHING: 163,956.1484 EASTING: 1,299,050.266
VERITCAL DATUM:
NAVD 1988 - AS PROVIDED BY CITY OF RENTON SURVEY CONTROL NETWORK.
REFERENCE VALUES WERE ACQUIRED AND MONUMENTS WERE VISITED IN AUGUST,
2003.
REFERENCE CONTROL POINT USED:
1892
LOCATION: DOT BRASS DISK SURVEY MARK SET IN A 10" DIAMETER
CONCRETE MONUMENT LOCATED AT THE ORILLIA INTERCHANGE
EAST OF THE SOUTHWEST 43RD STREET SR 167
UNDERCROSSING, ABOUT HALFWAY TO THE INTERSECTION WITH
A TRAFFIC LIGHT CONTROLLING FREEWAY OFF AND ON RAMP
TRAFFIC.
MONUMENT: WSDOT BRASS DISC IN CONCRETE LOCATED SELY OF SOUTHWEST
43RD STREET OVERPASS OF SR 167
NORTHING: 163,921.58 EASTING: 1,298,126.31 ELEVATION: 84.97
(SEE DRAWING FOR BENCHMARKS SET FOR SITE USE).
CIVIL ENGINEER
BARGHAUSEN CONSULTING ENGINEERS E
DAN BALMELLI. PE, PRINCIPAL
18215 72ND AVE SOUTH
KENT, WA 98032
(425) 251-6222
/
SHEET R4
ARCHITECT OP
NBBJ
223 YALE AVENUE NORTH _
SEATTLE, WA 98109
(206) 621-2314E T T
TRAFFIC ENGINEER 1
TENW
11400 SE 8TH STREET, SUITE 200 SHEET KEY MAP
BELLEVUE, WA 98004
(425) 250-0582 SCALE: 1 "=200'
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RENTON TALBOT ROAD INTERSECTION UPGRADES DRAWING NO: '-'-I
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Planning/Building/Public Works Dept. 400 SOUTH 43RD STREET
RENTON, WA 98055 SHEET:
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DEMOLITION KEYNOTES:
O1 SAWCUT AND REMOVE EX. ASPHALT.
O2 REMOVE EX. CURB AND GUTTER.
O3 REMOVE EX. SIDEWALK.
® COORDINATE REMOVAL/RELOCATION OF EXISTING TV/ELECTRICAL
VAULT WITH BID PACKAGE A.
O5 NOT USED
© RELOCATE EX. BUS STOP. SEE SHEET R8
O7 REMOVE EX. TREES
® REMOVE EX. PAVEMENT STRIPING.
O9 NOT USED
10 EX. WOOD POLE TO BE REMOVED AND UTILITY TO BE RELOCATED.
COORDINATE WITH PSE AND LOCAL COMMUNICATION PROVIDERS.
11 NOT USED
12 REMOVE EX. CATCH BASINS AND CAP AND ABANDON STORM LINE
13 REMOVE STOP SIGN AND STREET SIGN. RETURN TO CITY
1 REVISED PER ASBUILT CONDITIONS
NO. I REVISION
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UW MEDICINE -VALLEY MEDICAL CENTER FIELDBOOK: >_
NUIRF RENTON PAM VR
ONE INCH DATUM TALBOT ROAD INTERSECTION UPGRADES DRAVANGNO: '-'-'
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18215 72ND AVENUE SOUTH
KENT, WA 98032
(425)251-6222
(425)251-8782 FAX
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DETAIL PER SHT R04 ;
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DEMOLITION KEYNOTES:
O1 SAWCUT AND REMOVE EX. ASPHALT
O2 REMOVE EX. CURB AND GUTTER
O3 REMOVE EX. SIDEWALK
® NOT USED
O5 NOT USED
© NOT USED
O7 NOT USED
® REMOVE EX. PAVEMENT STRIPING
O9 NOT USED
10 REMOVE EXISTING CROSSWALK SIGNAL. RETURN TO CITY.
11 NOT USED
/A I REVISED PER ASBUILT DRAWINGS
NO. I REVISION
SURVEYED:
DESIGNED:
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DRAWN:
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SCALE:
1 "=200
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
NOTE:
1. SIDEWALK, CURB, AND GUTTER REMOVAL SHALL BE TO
NEAREST JOINT
• CITY OF
RENTON
Planning/Building/Public Works Dept.
R-3991 O3
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEMOLITION AND TESC PLAN (OFF -SITE)
UW MEDICINE -VALLEY MEDICAL CENTER
TALBOT ROAD INTERSECTION UPGRADES
400 SOUTH 43RD STREET
RENTON, WA 98055
DATE:
09/27/19
FiELDB00K:
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TALBOT ROAD INTERSECTION UPGRADES DRAWING NO: w
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RENTON, WA 98055 SHEET:
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1. CONTRACTOR TO COORDINATE AND PROVIDE PHASING
CONSTRUCTION PLAN TO INSURE ACCESS TO HOSPITAL AT ALL
TIMES
2. A SECURE PEDESTRIAN WALK WAY SHALL BE PROVIDED FROM
TALBOT ROAD TO VPCN BUILDING. CONTRACTOR TO
COORDINATE LOCATION DURING CONSTRUCTION
3. CONTRACTOR TO COORDINATE LOCATION OF CONSTRUCTION
ENTRANCE DURING CONSTRUCTION OF THE ROAD
IMPROVEMENTS AND MEDICAL OFFICE BUILDING.
DEMOLITION KEYNOTES:
0 REMOVE EX. ASPHALT.
O2 REMOVE EX. CURB AND GUTTER.
O3 REMOVE EX. SIDEWALK.
® COORDINATE REMOVAL/RELOCATION OF EXISTING TV/ELECTRICAL
VAULT WITH BID A PACKAGE.
O5 EXISTING SIGN TO BE REMOVED OR RELOCATED PER ARCHITECTURAL
DESIGN.
© NOT USED
O7 REMOVE EX. TREE.
® REMOVE EX. PAVEMENT STRIPING.
Og COORDINATE/REMOVE &REPLACE EXISTING PARKING LOT LIGHT POLE
& JUNCTION BOX.
10 REMOVE PORTION OF EXISTING COVER FOR WALKWAY
11 REMOVE EX. WATER LINE & UTILITIES. REPLACE WITH NEW FIRE
HYDRANT. SEE SHEET R13
12 SAWCUT.
13 INSTALL 6" PLUG ON EXISTING GATE VALVE AT HYDRANT TEE.
REMOVE VALVE EXTENSION AND BOX. PLUG TO BE INSTALLED BY
CITY CREWS. CONTRACTOR TO SCHEDULE WORK THROUGH PUBLIC
WORKS INSPECTOR
14 REMOVE STOP SIGN AND STREET SIGN. RETURN TO CITY
T.E.S.C. LEGEND
DESCRIPTION
TEMPORARY SILT FENCE
TEMPORARY CONSTRUCTION ENTRANCE
LIMITS OF CLEARING
CATCH BASIN PROTECTION
STRAW WATTLES
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18215 72ND AVENUE SOUTH
KENT, WA 98032
(425)251-6222
(425)251-8782 FAX
CIVIL ENGINEERING, LAND PLANNING,
SURVEYING, ENVIRONMENTAL SERVICES
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TALBOT ROAD TRAFFIC SIGNAL AND INTERSECTION Ill[RIdAVEi1�T�TS
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SEE OFF -SITE SHEET R2
FOR DEMOLITION PLANS
TEMPORARY CONSTRUCTION ENTRANCE
SEE NOTE 3 THIS PAGE
CITY OF
RENTON
Planning/Building/Public Works Dept.
R-3991 O5
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEMOLITION AND TESC PLAN (ON -SITE)
UW MEDICINE -VALLEY MEDICAL CENTER
TALBOT ROAD INTERSECTION UPGRADES
400 SOUTH 43RD STREET
RENTON, WA 98055
DATE:
09/27/19
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JOINTS IN FILTER FABRIC SHALL BE SPLICED
AT POSTS USE STAPLES, WIRE RINGS, OR
_I IIVAI FNT Tn ATTACH FARRIC Tn Pr T5L
u
'>_5T SPACING MAY BE INCREASED
TO V IF WARE BACW NG IS USED
2'R2' BY 14 G. WIRE OR
EQUIVALENT. IF STANDARD
STRENGTH FABRIC USED
FILTER FABRIC
MINIMUM 4"xr TRENCH
IIACKFILL TRENCH WITH
NATIVE SOIL.
2'W WOOD POSTS, STEEL FENCE /
POSTS. RESAR. OR EQUIVALENT
1
MOTES
1, CONDITION OF USE
.1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS.
.2. SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW.
ANY CONCENTRATED FLOW MOST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND.
2. DESIGN AND INSTALLATION SPECIFICATIONS
t, THE GEOTEXTILE USED MOST MET THE STANDARD LISTED BELLOW- A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MOST BE
AVAILABLE ON SITE.
10051EYC 5121 (010 0 tSMM) FOR PIT FILM
AOS (ASTM 04751)
110,
SO100SIEVE SRE Q30015MM FOR OTHER FABRI CS
WATERPERMITTIVITY ASTM0491)
1002SEC-AMNIMUM
1801B5. M N. FOR EXTRA STRENGH FABRIC
GRAB TENSIIESTRENCHTIASTMD4632)
3000IS M N. FORSTANDARDSTFENGHTFARRIC
GRAB 7ENSILE ELONGATION tASTM D4632
30%MAX_
ULTRAVI0LAT3 RESISTANCE ASTM D4355
70%MIN
2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST
SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE.
2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2H:1V
2.4. IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4X4 TRENCH MAY NOT BE REDUCED AS LONG AS THE BOTTOM S INCHES OF THE SILT FENCE
IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE F ENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT
FENCE
3. MAINTENANCE STANDARDS
3.1. ANY DAMAGE SHALL BE REPAIR IMMEDIATELY.
3.2. IF CONCENTRATED FLOES ARE EVIDENT UPHILL OD THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND.
3.3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND
THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE IF THIS OCCURS, REPLACE THE FENCE OR REMOVED THE TRAP
SEDIMENT.
3.4. SEDIMENT MOST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH.
3.5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED.
!�&11*
PUBLIC WORKS
DEPARTMENT
HA(42
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SILT FENCE
18215 72ND AVENUE SOUTH
KENT, WA 98032
(425)251-6222
(425)251-8782 FAX
CIVIL ENGINEERING, LAND PLANNING,
SURVEYING, ENVIRONMENTAL SERVICES
STD. PLAN - 21COO
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TESC CONSTRUCTION NOTES AND DETAILS CD
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MEDI INE - VALLEY
UW MEDICAL CCENTER
TALBOT ROAD TRAFFIC SIGNAL AND INTERSECTION IMRPOVEMENTS
Erosion Control Notes SECTIOND,5 ESC IMPLEMENTATION REQUIREMENTS
DRIVEWAYS SHALL BE PAVED TO THE EDGE
OF Ib0-W PRIOR TO INSTALLATION OF THE
CONSTRUCTION ENTRANCE TO AVOID
DAMAGING OF THE ROADWAY
IT IS RECOMMENDED THAT THE
ENTRANCE BE CROWNED SO THAT
RUNOFF DRAINS OFF THE PAD
INSTALL DRIVEWAY CULVERT IF THERE
IS A ROADSIDE DITCH PRESENT. AS
PER CITY ROAD STANDARDS
4'-8
' OUARRY SPALLS
GEOTEXTILE
PROVIDE FULL WIDTH OF
NOTES �[\ INGRESSEGRESS AREA
1, CONDITION OF USE
1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON
PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE.
GRAB TENSILE STREBNGTH ASTM D4751)
I00 PSI MIN.
GRAB TENSILE ELONGATION ASTM D46321
-MAX
MULLEN BURST STRENGTH IASTM D37W80AI
140OPSIMIft
AOS JASTIV D47511
120-45 JU.S. STANDARD SIEVE SIZE
2. DESIGN AND INSTALLATION SPECIFICATIONS
2.1. HOG FUEL (WOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN ARES THAT WILL BOT BE USED
FOR PERMANENT ROADS. HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY
AT ANY TIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO
PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT.
22 FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE 2.3. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE. THIS CAN SUBSTANTIALLY
INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE.
3. MAINTENANCE STANDARDS
3.1. QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS.
32. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE
STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE
ENTRANCE, OR THE INSTALLATION OF THE WHEEL WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH
CRUSHED ROCK, AND WASHED WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND,
3.3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY
SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET.
EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT NECESSARY TO WASH THE STREETS, A
SMALL SUMP MUST BE CONDUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND
DISCHARGED APPROPRIATELY,
3A. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY.
3.5. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S), FENCING SHALL BE
INSTALLED TO CONTROL TRAFFIC.
,Ivy� PUBLIC WORKS STABILIZED STD. PLAN - 215.10
�R DEPARTMENT CONSTRUCTION ENTRANCE
A MARCH 2O08
5' MAX.
n DRAINAGE GRATE TRIM
5
GRATE FRAME
F
4' a
� D -
SEDIMENT AND DEBRIS
a
OVERFLOW BYPASS
BELOW INLET GRATE DEVICE
FILTERED
WATER
G 6
6 4
SECTION VIEW
DRAINAGE GRATE
- RECTANGULAR GRATE SHOWN RETRIEVAL SYSTEM (7YP.)
o
BELOW INLET GRATE DEVICE OVERFLOW BYPASS (TYP,1
ISOMETRIC VIEW
NOTES
1, Size the Below Inlet Grate Device (BIGD) for the storm water structure It will service.
2. The BIGD Shall have a bull -In high -flow relief system (overflow bypass).
3. The retrieval system must allow removal of the BIGD without splling the collected material.
4. Perform maintenance In accordance With Standard Specification 8.01.3(15).
4r '�\ STD. PLAN - 216.30
PUPI.IC WORKS CATCH BASIN FILTER
i' � `) DEPARI NIEN'r MARCH 2O08
�"PF_iV'tvi
1 REVISED PER ASBUILT DRAWINGS
NO. I REVISION
L These notes shall appear for all projects - site improvements, surface water utility,
wastewater utility, water utility, and transportation plans'.
2. Before any construction or development activity occurs, a pre -construction meeting
must be held with the City of Renton, public works design engineer.
3. The Boundaries of the clearing limits and areas of vegetation preservation as
prescribed on the plan(s) shall be clearly flagged by survey tape or fencing In the
field prior to construction in accordance with Appendix D of the Surface Water
Design Manual and observed during 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.
4. 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.
5, All required sedimentationjerosion control facilities must be constructed and in
operation prior to land clearin and/or construction to prevent transportation cf
P P 1 P 9 P
sediment to surface water, drainage systems and adjacent properties. All erosion
and sediment facilities 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. The implementation, maintenance, replacement and additions to
erosion/sedimentation control systems shall be the responsibility of the permitee.
5. The erosion and sedimentation control systems 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 permitee
shall anticipate that more erosion and sedimentation control facilities 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 permitee to
address any new conditions that may be created by the activities and to provide
additional facilities, over and above minimum requirements, as may be needed, to
protect adjacent properties and water quality of the receiving drainage system.
7. Approval of this plan is for erosion/sedimentation control only. It does not constitute
an approval of storm drainage design, size nor location of pipes, restrictors,
channels, or retention facilities.
8. Any areas of exposed soils, including roadway embankments, that will not be
disturbed for two days during the wet season (October I"' trough March 301h) or
seven days during the dry season (April 1" tough September 30) shall be
immediately stabilized with the approved ESC cover methods (e.g., seeding,
mulching, plastic covering, etc.).
9. Wet season seasonal erosion and sediment control requirements apply to all
construction sites clearing between October 1 and March 30 inclusive, unless
otherwise approved by the City through an adjustment process.
10. Cover measures will be applied in conformance with Appendix D of the Surface
Water Design Manual.
11. Any area needing ESC measures, not requiring immediate attention, shall be
addressed within seven (7) days,
12. The ESC facilities on inactive sites shall be inspected and maintained a minimum of
once a month or within 24 hours fallowing a storm event.
13. At no time shall more than one (1) foot of sediment be allowed to accumulate within
a catch basin. 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.
14. During the time period of October 1"through March 300'', all project distributed soil
areas greater, that are to be left un-worked for more than 12 hours, shall be
covered by mulch, sodding or plastic covering.
15. Any permanent retention/detention facility used as a temporary settling basin shall
be modified with the necessary erosion control measures and shall provide adequate
storage capacity. If the permanent facility is to function ultimately as an infiltration
system, the temporary facility must be rough graded so that the bottom and sides
are at least three feet above the final grade of the permanent facility.
16. Prior to the beginning of the wet season (Oct. 1), all disturbed areas shall be
reviewed to identify which ones can be seeded in preparation for the winter rains.
Disturbed areas shall be seeded within one week of the beginning of the wet season.
A sketch map of those areas to be seeded and those areas to remain uncovered
shall be submitted to the City of Renton for review.
17. All ESC measures must be removed after construction activity is complete.
ZTW
BY
SURVEYED:
SCALE:
DESIGNED:
ZTW
DRAWN:
ZTW
16 20
ZTW
CHECKED:
AS
DATE
APPR
APPROVED:
AS
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
D.5.2 WET SEASON REQUIREMENTS
Any site with exposed soils during the wet season (Oc(ober 1 to April 30) slial I be subject to the special
provisions below. In additIion to the ESC cover measures (sec: Section D.3.2, p..D-10), these provisions
include covering any newly seeded areas with mulch and identifying and seeding as rltxich disturbed area
as possibIc prior to Septembcr 23 in order to provide grass cover for the wet season. A 11wet season ESC
plan" must b-c submitted and approved by the County before work procceds or continues.
Wet Season Special Provisions
All of the following provisions for wet season construction are detailed in the referenced sections. These
requirements are listed here for the convemetice of the desiVier and the tevie-wer.
1. The allowed time that a disturbed area tray remain unworked without comer measures 1S redUc:ed to
two consecutive working drys, rather than seven (Section D.3,2)_
2. Stockpiles and steep cut and fill crapes are to be protected if unworked for more th. an 12 hours
(Section D.3.2).
3. Cover materials suffiicient to cover all d1,siurbed areas shall be stockpiled tm site (Section D.3-2).
4, All areas that are (o be unworked dui-ing the wet season shad be seeded within one week 0r the
beginning of the wet sea on (Section D.3.2.5).
ti, M a I e h is required to protect all seeded areas (Section D-3,2_I ).
6, Fiffy linear feet of silt fence (arid the necessary stakes) per acre of disturlbalicc must be stockpiled on
site (Section D.3.3.1 j.
7. Construction road and parking lot stabilization are regkiired for all sites unless the site is underlain by
coarse -grained soil (Section D.3.4.2).
8. Sediment retention is required unless no offsite discharge is anticipated for the specified design flow
(Slectimi D.3.5).
9. Surface water controls are requlrect unless no offsite dischargc is anticipated for the specified design
llo'~w (Section D.3.0).
10, Phasing and more conservative BMPs must be evaluated for construction activity near surface waters
( Section D-5 -3).
11. Any runoff generated by dewatering may be required to discharge to the sanitary sewer (with
appropriate discharge authorization), portable sand filter systems, or holding tanks.
12. The frequency ofmaintenance re~4 e'w increases from moTithly to weekly (Section D.5.4).
EROSION AND SEDIMENT CONTROL RECOMMENDED OONSTRUCTION SEQUENCE
1. PRE -CONSTRUCTION MEETING
2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE
CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN).
3. FLAG OR FENCE CLEARING LIMITS.
4. INSTALL CATCH BASIN PROTECTION.
5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S).
6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.).
7. INSTALL BAKER TANK AND FILTRATION SYSTEM. SHOWN ON MOB PLANS
8. GRADE AND STABILIZE CONSTRUCTION ROADS.
9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE
DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT
DEVELOPMENT. SHOWN ON MOB PLANS
10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF
THE SURFACE WATER DESIGN MANUAL AND MANUFACTURER'S RECOMMENDATIONS.
11. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS
SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN
ACCORDANCE WITH THE CITY'S EROSION AND SEDIMENT CONTROL STANDARDS.
12. COVER ALL AREAS THAT WILL; BE UNWORKED FOR MORE THAN SEVEN DAYS DURING
THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD
FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT.
13. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS.
14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS.
15. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED
AND BMPS REMOVED IF APPROPRIATE.
CITY OF
RENTON
Planning/Building/Public Works Dept.
R-399106
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TESC CONSTRUCTION NOTES AND DETAILS
UW MEDICINE -VALLEY MEDICAL CENTER
TALBOT ROAD INTERSECTION UPGRADES
400 SOUTH 43RD STREET
RENTON, WA 98055
DATE:
09/27/19
FIELDBOOK:
PAGE
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NOTES:
1. SIDEWALK AND CURB RESTORATION SHALL BE TO THE NEAREST
JOINT.
2. CONTRACTOR TO MATCH EXISTING CONCRETE PIGMENT FOR
SIDEWALK WITHIN THE TALBOT ROAD S. RIGHT OF WAY. CONTRACTOR
TO CONFIRM SIDEWALK PIGMENT COLOR WITH THE CITY PRIOR TO
INSTALLATION.
3. NEW SIDEWALK SHALL BE INSTALLED PER COR STD. PLAN 102.
4. NEW CURBS AND GUTTERS SHALL BE INSTALLED PER COR STD.
PLAN 101 AND 103.
5. SEE SHEET R10 AND R11 FOR CURB RAMP AND CORNER DETAILS.
6. ALL STRUCTURES IN AREAS OF NEW SIDEWALK SHOULD HAVE SKID
PROOF LIDS AND BE ADJUSTED TO FINISH GRADE.
7. SEE PUBLIC RIGHT OF WAY PAVEMENT SECTION SHEET R14 FOR
PAVEMENT THICKNESS IN THE TALBOT ROAD S. AND S. 43RD STREET
RIGHT OF WAY.
®PEDESTRIAN RAMP. SEE
SHEET R10 FOR DETAIL
LEGEND:
3.2
PROPOSED SPOT ELEVATIONS 2
EXISTING CONTOURS 100
PROPOSED CONTOURS - - - - - - ------
ASPHALT GRIND AND OVERLAY
PROPOSED ASPHALT PAVEMENT
PROPOSED CONCRETE PAVEMENT
SAWCUT LINE
�G,HAVS
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<T/HG ENG10
18215 72ND AVENUE SOUTH
KENT, WA 98032
(425)251-6222
(425)251-8782 FAX
CIVIL ENGINEERING, LAND PLANNING,
SURVEYING, ENVIRONMENTAL SERVICES
Know what's below.
Call before you dig.
TALBOT ROAD IMPROVEMENT PLAN AND PROFILE
FOR
UW MEDICINE - VALLEY MEDICAL CENT.
TALBOT ROAD TRAFFIC SIGNAL AND INTERSECTION IMRPOVEMENTS
SSMH #130
RIM 99.2X
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UW MEDICINE -VALLEY MEDICAL CENTER FIELDBOOK: >_
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1. SIDEWALK AND CURB RESTORATION SHALL BE TO THE NEAREST
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2. CONTRACTOR TO MATCH EXISTING CONCRETE PIGMENT FOR
SIDEWALK WITHIN THE TALBOT ROAD S. RIGHT OF WAY. CONTRACTOR
TO CONFIRM SIDEWALK PIGMENT COLOR WITH THE CITY PRIOR TO
INSTALLATION
Know what's below.
Call before you dig.
BENCH MARk--'O'D"
TOP CENTER BOLT ON
FIRE HYDRANT.
ELEVATION = 109.22'
■ CB #713
RIM 106.08
■ IE 103.3 (12"C N)
E I.Q.1 2_-�W"C "57—
TALBOT ROAD IMPROVEMENT PLAN AND PROFILE
FOR
UW MEDICINE - VALLEY MEDICAL CENTER
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EXISTING CONTOURS 100
PROPOSED CONTOURS------100 ------
ASPHALT GRIND AND OVERLAY
PROPOSED CONCRETE PAVEMENT
SAWCUT LINE
{.
18215 72ND AVENUE SOUTH
KENT, WA 98032
(425)251-6222
(425)251-8782 FAX
CIVIL ENGINEERING, LAND PLANNING,
SURVEYING, ENVIRONMENTAL SERVICES
IE �97.0 �IE,SE SW)
INSTALL NEW WATER TIGHT LI[�
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AS
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8+00
CITY OF
RENTON
Planning/Building/Public Works Dept.
9+00 9+ R-3 9 9 1 0 8
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TALBOT ROAD IMPROVEMENT PLAN AND PROFILE
UW MEDICINE -VALLEY MEDICAL CENTER
TALBOT ROAD INTERSECTION UPGRADES
400 SOUTH 43RD STREET
RENTON, WA 98055
DATE:
09/27/19
FIELDBOOK:
PAGE
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IE 105.8 (12"ADS E)
IE 106.0 (24"C S)
WALK LIGHT
ACTIVATOR
CB #703
RIM 109.00
IE 106.2 (4"ADS E)
IE 105.7 (12"C N - S)
'4
w .I:
Know what's below.
Call before you dig.
BUS
SIGN
-CB #702 BUS
(SOLID LID) SHELTER
RIM 109.43 RTE. #165
LSDMH #134
RIM 109.63
IE 104.3 (8"C S & NW)
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NOTES:
1. SIDEWALK AND CURB RESTORATION SHALL BE TO THE NEAREST
JOINT.
2. CONTRACTOR TO MATCH EXISTING CONCRETE PIGMENT FOR
SIDEWALK WITHIN THE TALBOT ROAD S. RIGHT OF WAY. CONTRACTOR
TO CONFIRM SIDEWALK PIGMENT COLOR WITH THE CITY PRIOR TO
INSTALLATION
3. NEW SIDEWALK SHALL BE INSTALLED PER COR STD. PLAN 102.
4. NEW CURBS AND GUTTERS SHALL BE INSTALLED PER COR STD.
PLAN 101 AND 103
5. SEE SHEET R10 AND R11 FOR CURB RAMP AND CORNER DETAILS
6. ALL STRUCTURES IN AREAS OF NEW SIDEWALK SHOULD HAVE SKID
PROOF LIDS AND BE ADJUSTED TO FINISH GRADE.
7. SEE PUBLIC RIGHT OF WAY PAVEMENT SECTION SHEET R14 FOR
PAVEMENT THICKNESS IN THE TALBOT ROAD S. AND S. 43RD STREET
RIGHT OF WAY.
Y101 19
®PEDESTRIAN RAMP. SEE
SHEET R10 FOR DETAIL
LEGEND:
PROPOSED SPOT ELEVATIONS 2
EXISTING CONTOURS 100
PROPOSED CONTOURS------100 ------
ASPHALT GRIND AND OVERLAY
PROPOSED ASPHALT PAVEMENT
PROPOSED CONCRETE PAVEMENT
SAWCUT LINE
�G,HAVS
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2sG � 5
Q-
<T�HG ENG10
------------------
18215 72ND AVENUE SOUTH
KENT, WA 98032
(425)251-6222
(425)251-8782 FAX
CIVIL ENGINEERING, LAND PLANNING,
SURVEYING, ENVIRONMENTAL SERVICES
�1 SAD
�F W A Syi
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O�FSS24661
�STE��AL `
TALBOT ROAD IMPROVEMENT PLAN AND PROFILE
FOR
UW MEDICINE - VALLEY MEDICAL CENTER
TALBOT ROAD TRAFFIC SIGNAL AND INTERSECTION IMRPOVEMENTS
`�
troo WALK LIGHT
ACTIVATOR
CB #694
SIGN "NO TRUCKS
(SOLID LID)
OVER 26000 LBS.
RIM 118.04
EXCEPT DELIVERIES
IE 113.7
,
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(HOLE IN 24"
1
RIM 110.396
CON PIPE)
0 10 20 40
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SIGNAL POLE
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NO. REVISION
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DESIGNED:
ZTW
ZTW 2/16/20 ZTW DRAWN: ZTW
ZTW 9 27 19 ZTW CHECKED:
AS
BY DATE APPR APPROVED:
AS
SCALE:
1 "=200
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
\IIVI L I.L�
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TALBOT ROAD IMPROVEMENT PLAN 09/27/19 2i
UW MEDICINE -VALLEY MEDICAL CENTER FIELDBOOK: >_
PAGE
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102.53 `
-------------- 102.16 FL
_ 102.66 TC -
00 102.15
0
102.13 FL\
TA: 3+26.47 I a .o i ao 0 102.13 TC
FF: 36.97'RT� / C° ° 102.10 FL
02.59 °
PERPE I LAR CUF13
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102.55.TC u
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II D \P PAS Ek�ET R07 i 1102:45
,I I I 1•59° a. 101.81 \FL
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I / I OFF: 71.37'RT
OPEDESTRIAN RAMP DETAIL
SCALE: 1 =10
` 106.47 TC
----�\ ice' 105.41 FL
105.91 TC
°. �/
° 105.3
_ 105.34 FL
4 a 105.34 TC
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` 105.30 FL
° �105.69' 000
105.30 TC
105.73 a .66°k a ■ ■�
a a . /x 105.05 FL
s� 105.55 TC
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105.65
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104.57 TC
PERPENDICULAR CURB RAMP.'°
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II STA] 6+80.73
II OFFi 57.24'RT
,PEDESTRIAN RAMP DETAIL
J
SCALE: 1 "=10'
QI`G,1-IA(js 18215 72ND AVENUE SOUTH
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UW MEDICINE - VALLEY MEDICAL CENTER
TALBOT ROAD TRAFFIC SIGNAL AND INTERSECTION IMRPOVEMENTS
' 103.66 FL_ 'oR
103.66 TC_____� -_
103.64 FL
103.73 FL 104.49 FL
103.64 TC - 104.23 TC
104.99 TC
103.92 TC
102.75 FL
103.25 TC - - _ - - ��`s
a a
------- -- o a .M .. 103.68- ° STA., 4+64.2'
0 102.68 FL ° ° �� �% OFF: 27. v
102.68 TC
102.62 FL ° a °
102.62 T ; �° a 16310
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/ O O I /�O 1 v P'
102.24 FL' 7'59° I v a 103.13 --
102.74 TC a
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,16215 FLU
102.65 TC
0 02.65
STA: 4+ 17.91 \'
OFF: 60.13'RT
ERP DICULAR CURB RAMP
P DOT STD. PLAN F-40.15-03
a DET PER SHEET R07
OPEDESTRIAN RAMP DETAIL
SCALE: 1 =10
A
106.41
a
ii" np-p• _�R an'RT
a a RPENDICULAR CURB RAMP
PER WSDOT STD. PLAN F-40.15-03
DETAIL PER SHEET R07
104.00 FL I I o 01.5%
104.50 TC I /
� STA: 7+34.166
OFF: 56.62I RT
I I
I I I I i
©PEDESTRIAN RAMP DETAIL
SCALE: 1 "=10'
REVISED PER ASBUILT DRAWINGS
1 REVISED BANK CONNECTION
NO. REVISION
I I INSTALL FOG LINE.
SAWCUT AND REMOVE EXISTING I CONTINUE TO NORTH
ASPHALT/CURB TO THE WEST. INSTALL NEW EDGE OF BANK
CURB AT EDGE OF ASPHALT WITH MIN. 2 ASPHALT TRANSITION DRIVEWAY
WEEP HOLES. WEST SIDE OF CURB TO RAMP. 4" HMA OVER
ALIGN WITH EX. EXPANSION JOINT AT 4" CRUSHED ROCK
BUILDING CORNER I Ana �r,
PARALLEL CURB RAMP
PER WSDOT STD. PLAN F-40.12-03
DETAIL PER SHEET R07 _
DI V-C
v
p 6H%00r0 .D.Di p .p. .
106.88 FIL - LL 107.00 FI s>�
107.38 TC 107.50 TC
106.94 FL
106.92 FL 106.94 TC
106.92 TC
OPEDESTRIAN RAMP DETAIL
SCALE: 1 "=10'
SURVEYED:
DESIGNED:
ZTW
ZTW
2 16 20
ZTW
DRAWN: ZTW
ZTW
3/19/20
AS
CHECK
AS
BY
DATE
APPR
APPROVED:
As
SCALE:
1 "=10'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
r,.
_
STA: _4 .60 _
OFF: 49.43' LTA
ljl�•���%jlt�
105.40 TC
I
_ RAISED CURB;
®PEDESTRIAN RAMP DETAIL
SCALE: 1 =10
CURB RETURN DATA:
T PARRALLEL CURB RAMP
PER WSDOT STD PLAN
F-40.12-03
DETAIL PER SHEET R07
05.60 -
105.03 FL
105.53 TC
STA: 4+48.1
OFF: 21.82' L
CURB RETURN #
PC
1 /4 0
1 /2 A
3/4 0
PT
RADIUS
0
STATION
3+32.07
3+47.51
3+60.15
3+67.50
3+67.99
35'
OFFSET
31.45' RT
34.85' RT
44.32' RT
58.13' RT
73.64' RT
FLOW LINE EL
102.49
102.22
102.14
102.03
101.81
0
STATION
4+12.47
4+16.78
4+24.95
4+35.95
4+48.42
35'
OFFSET
51.85' RT
40.11' RT
30.54' RT
24.30' RT
22.13' RT
FLOW LINE EL
102.34
102.74
103.36
103.67
104.09
0
STATION
3+79.20
3+78.12
3+73.99
3+67.60
3+59.95
20'
OFFSET
42.72' LT
34.91' LT
28.22' LT
23.90' LT
22.34' LT
FLOW LINE EL
105.19
104.71
104.26
104.27
104.01
0
STATION
4+34.07
4+27.99
4+22.54
4+18.27
4+15.59
20'
OFFSET
21.87' LT
22.89' LT
25.79' LT
30.28' LT
35.91' LT
FLOW LINE EL
104.92
104.92
104.95
104.92
104.93
0
STATION
6+61.59
6+75.38
6+86.98
6+94.67
6+97.22
35'
OFFSET
21.93' RT
24.52' RT
32.20' RT
43.81' RT
57.53' RT
FLOW LINE EL
105.97
105.73
105.42
105.15
104.07
©
STATION
7+18.17
7+20.98
7+28.60
7+39.89
7+53.17
35'
OFFSET
56.38' RT
43.14' RT
31.96' RT
24.51' RT
21.90' RT
FLOW LINE EL
1104.01
1105.19
1105.65
1106.38
106.50
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NOTES: L�
1. SIDEWALK AND CURB RESTORATION SHALL BE TO THE NEAREST JOINT Q
2. CONTRACTOR TO MATCH EXISTING CONCRETE PIGMENT FOR SIDEWALK WITHIN THE TALBOT ROAD
S. RIGHT OF WAY. CONTRACTOR TO CONFIRM SIDEWALK PIGMENT COLOR WITH THE CITY PRIOR TO
INSTALLATION. Q
3. NEW SIDEWALK SHALL BE INSTALLED PER COR STD. PLAN 102. O
4. NEW CURBS AND GUTTERS SHALL BE INSTALLED PER COR STD. PLAN 101 AND 103.
5. ALL STRUCTURES IN AREAS OF NEW SIDEWALK SHOULD HAVE SKID PROOF LIDS AND BE O
ADJUSTED TO FINISH GRADE. pp
6. SEE PUBLIC RIGHT OF WAY PAVEMENT SECTION SHEET R14 FOR PAVEMENT THICKNESS IN THE J
TALBOT ROAD S. AND S. 43RD STREET RIGHT OF WAY
R-399 1 10
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Planning/Building/Public Works Dept. 400 SOUTH 43RD STREET J
RENTON, WA 98055 SHEET` OF: Q
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10,9\�
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109.02 BC
10902 TC
108.65 BC
109.15 TO
,�
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F-40.1
DETAIL PER SHEET R07 ';�
®PEDESTRIAN RAMP DETAIL
SCALE: 1 =10
i
STA: 15+57.53
125.02 FL
125.52 TC \ `� OF : RT
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INSTALL 24„ 0 CAST ��'
IRON BELL BOLLARD is 125.66 BC
125.66 TC
122.25 FL N,�
- 122.25 TC
122.25 BC
° 122.75 TC
122.09 FL 000° °
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122.09 TC� 0000° EX. UTILITY VAULT, ADJUST TO
CB #689 -°°°° y�aa
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IE 11 E (8 PVC NE) `` ; DETAIL PER SHEET R07
121.36 FL 122.14 BC
121.86 TC _ v2_ 122.64 TC
� - 12 0.6%121.90 BC
/ I 121.90 TC
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120.12 FL 120.70f ME
v1
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PEDESTRIAN RAMP DETAIL
12
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\ 108.7S
107.90 BC
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99.90 BC
99.90 TC
99.21 FL
99.71 TC
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•96.47
196.97 TC \
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128.65 TC \
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126.04 TC
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125.97 TC
9 �h� 124.99 FL
124.99 TC-11111 125.63f ME _
1124.21 FL r/ '
` 124.71 TC
10 PEDESTRIAN RAMP DETAIL
SCALE: 1 =10
Z N
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94.96 TC
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95.03 BC
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96.81 TC
PEDESTRIAN RAMP DETAIL PEDESTRIAN RAMP DETAIL
13 14
SCALE: 1 "=10' NOTES SCALE: 1 "=10'
1. SIDEWALK AND CURB RESTORATION SHALL BE TO THE NEAREST JOIN
2. CONTRACTOR TO MATCH EXISTING CONCRETE PIGMENT FOR SIDEWALK WITHIN THE TALBOT ROAD
S. RIGHT OF WAY. CONTRACTOR TO CONFIRM SIDEWALK PIGMENT COLOR WITH THE CITY PRIOR TO INSTALLATION.
3. NEW SIDEWALK SHALL BE INSTALLED PER COR STD. PLAN 102.
4. NEW CURBS AND GUTTERS SHALL BE INSTALLED PER COR STD. PLAN 101 AND 103.
5. ALL STRUCTURES IN AREAS OF NEW SIDEWALK SHOULD HAVE SKID PROOF LIDS AND BE ADJUSTED TO FINISH GRADE.
6. SEE PUBLIC RIGHT OF WAY PAVEMENT SECTION SHEET R14 FOR PAVEMENT THICKNESS IN THE TALBOT ROAD S. AND S. 43RD STREET RIGHT OF WAY
SURVEYED: SCALE:
»- p HORIZONTAL N D 1983/1991
4 REVISED PER ASBUILT DRAWINGS ZTW 2 16 20 ZTW DESIGNED:
1 -10
3 REVISED RAMP NO. 9 ZTW 1 /28/20 AS Trw
2 REVISED RAMP NO. 12 ZTW .11/27/19 AS zTw
1 REVISED RAMP NO. 10 ZTW 9/27/19 AS CHECKED: ONE INCH DATUM
AS AT FULL SCN_E
IF NOT ONE INCH 11
NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY
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123.52 TC
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121.1 BC'
122.11 TC \ �
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121.68 TC
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121.12 BC
- _-�--
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121.62 TC
121.02 BC
_
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SCALE: 1 "=10'
CURB RETURN DATA:
21.14 FL
21;64 TC
2ii1 FL
21.11 TC
2 Sg�,�-120.43 FL
. 120.93 TC_
STA: 14+53.48
OFF: 58.9 1' RT
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CURB RETURN #
PC
1/4 �
1/2 �
3/4 0
PT
RADIUS
®
STATION
10+63.21
10+74.03
10+83.11
10+89.10
10+91.0
26'
OFFSET
21.95' RT
23.03' RT
28.08' RT
36.92' RT
47.35' RT
FLOW LINE EL
108.42±ME
108.55
108.01
107.57
107.06
0
STATION
11 +20.8
11 +23.24
11 +29.55
11 +38.63
11 +48.96
25'
OFFSET
59.02' RT
48.95' RT
40.71' RT
35.72' RT
34.81' RT
FLOW LINE EL
106.19±ME
107.51±ME
108.36
109.23
110.32
10
STATION
14+43.28
14+41.10
14+26.46
14+09.56
13+90.56
45'
OFFSET
76.73' LT
52.70' LT
32.97' LT
24.02' LT
21.96' LT
FLOW LINE EL
129.22±ME
127.29
124.73
122.99±ME
121.42±ME
11
STATION
14+23.72
14+35.40
14+45.35
14+52.06
14+54.87
35'
OFFSET
35.18' RT
37.80' RT
44.76' RT
54.93' RT
67.20' RT
FLOW LINE EL
122.88±ME
122.09
121.49
121.18
119.40±ME
12
STATION
15+29.70
15+32.45
15+43.00
15+54.21
15+66.78
35'
OFFSET
62.61' RT
45.16' RT
31.41' RT
25.43' RT
23.79' RT
FLOW LINE EL
119.16±ME
121.42
122.86
124.56
125.65±ME
13
STATION
3+43.45
3+60.91
3+68.96
3+62.95
3+45.03
24'
OFFSET
40.03' RT
46.63RT
63.48' RT
81.68' RT
89.06' RT
FLOW LINE EL
99.14
98.33
95.78±ME
94.92±ME
94.04±ME
14
STATION
4+28.90
4+13.70
4+08.53
4+15.18
4+29.92
121'
OFFSET
80.63' RT
74.86' RT
59.83' RT
45.83' RT
40.09' RT
FLOW LINE EL
93.45±ME
93.99±ME
194.96
94.94
94.78±ME
*ELEVATIONS ARE AT FACE OF CURB GOING CLOCKWISE
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UW MEDICINE -VALLEY MEDICAL CENTER FlELDBOOK:
RENTON TALBOT ROAD INTERSECTION UPGRADES DRAVANGNO: LLJ
Planning/Building/Public Works Dept. 400 SOUTH 43RD STREET
RENTON, WA 98055 SHEET: OF: Q
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NOTE: NORTH ACCESS ROAD IMPROVEMENT PLAN AND PROFILE
1. NEW ON -SITE SIDEWALK SHALL BE INSTALLED
PER STANDARD ON SHEET R15
2. NEW ON -SITE CURB AND GUTTER SHALL BE
INSTALLED PER STANDARD ON SHEET R14
- # MATCHLINE -SEE
TYPE 1, X. CB 538
W/ VANED GRATE-
CB#7 TRIGHT FOR
CMP (NE) IE=96.40'
RIM = 96.80 `
_ I CONTINUATION
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f 6 DI (S) IE = 7.15
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�TFiEIEXISTING V9M-BUILDING TRJ4CT6� -SD 0 0.81% I �12 CMP (W) I -96.45 , ° EX. CB #540
0-POTHOLE--AND DETERMINE IF-tINE-flE 95fM I EX- STRUCT 100.65t ME RIM 100.81'
�0=� BLOC - - - - 98.1 PL. ------------- (ADJ ST TO NEW FG)
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RIM = 97.86 / / >° ADJUSTED TO t \\ REMAI
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IE = 93.53 (12„ SE) ACE ; �
P IE = 93.53 12" N / BE INSTALLED "
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RIM = 98.39 1 I '_ RIM = 11 101.40
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_ IE = 95.02 (8" S) - - / ; : • IE = 98.52 (12" SQ) 98.4,3
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�� ®/ RIM = 4fr1-86101.69
IE = 97.65 (12 NW) 97.62
IE = 98.86 (12,� N)
NORTH ACCESS ROAD PLAN
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PVI STA:8+82.09 '^=`
PVI ELEV:101.23
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97.67
97.62
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FOR CONTINUATION
LEGEND:
PROPOSED SPOT ELEVATIONS 2
EXISTING CONTOURS 100
PROPOSED CONTOURS ------ 100 ------
PROPOSED ASPHALT PAVEMENT
PROPOSED CONCRETE PAVEMENT a
SAWCUT LINE------------------
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CITY OF
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ROAD IMPROVEMENT PLAN AND PROFILE
9/27/19
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7• RENTON
UW MEDICINE -VALLEY MEDICAL CENTER
TALBOT ROAD INTERSECTION UPGRADES
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DRAWING NO:
ONE INCH
DATUM
Planning/Building/Public Works Dept.
400 SOUTH 43RD STREET
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IF NOT ONE INCH
SCALE ACCORDINGLY
RENTON, WA 98055
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CONSTRUCTION NOTES AND DETAILS
l
11
MEDICINE - VALLEY MEDICAL
UW CENTER
TALBOT ROAD TRAFFIC SIGNAL AND INTERSECTION IMRPOVEMENTS Ic
22. Drainage outlets (stub -outs) shall be provided for each individual lot, except for
Irface Water Standard Plan Notes and Example of Construction those lots approved for infiltration by the City. Stub -outs shall conform to the
Iquence following:
a. Each outlet shall be suitably located at the lowest elevation on the lot, so as to NOTES
4'-0•MIN - A 4'-0"MIN - A
rface Water Standard Plan Notes service all future roof downspouts and footing drains driveways yard drains SEE CONTRACT PLANS SEE CONTRACT PLANS t At marked Crosswalks, the connection between the landing and the
7 3r3' EXPANSIONS
EE
PEDESTRIAN CURS - 315" JOINT
EXPANSION
JOINT (TYP SEE NOTE 9 JOINT (TYP) -SEE PEDESTRIAN CURB - roadway must be contained within the width Of the crosswalk markings
and any other surface or subsurface drains necessary to render the lots suitable STANDARD f•UNFSTANDARD PLAN F-]0.10 SEE ROTES 2 Where 'GRADE BREAK is called out, the entire length of the grade
1. These notes shall appear on projects far the surface water utility. ANDING LANDROG
p� p j' for their intended use. Each outlet shall have free -flowing, positive drai nage to break between the two adjacent surface planes shall be flush.
an approved stormwater conveyance system or to an approved outfail location, B BIDEWAtK 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurte-
2. Before any construction or development activity occurs, a pre -construction meeting CURB AND GUTTER * A C nonces on any part Of the Curb Ramp or Landing, or in the Depressed
f SIDEWALK Curb and Gutter where the Landing Connects to the roadway.
must be held between the City of Renton plan review section and the applicant. b Outlets an each lot shall be located with alive -foot -high 2" x 4" stake marked I 4. See Contract Plans for the curb design specified. See Standard Plan
r _ _ - F-10A2 for Curb, Curb and Gutter, Depressed Curti and Gutter. and
"storm" or "drain". The stub -out shall extend above surface level, be visible, and CL,RCURB AND GUTTER Pedestrian Curb details.
3. All design and construction shall be in accordance with the Renton Municipal Code CURB RAMP CURB RAMP 5. See Standard Plan F-30-10 for Cement Concrete Sidewalk Details.
be secured to the stake. � 4' . a° MIN - SE BT,i, ilw RPuw sus oAGE See Contract Plans for w d[h and placement of sidewalk
(RMC), the latest edition of the Standard Specifications for Road, Bridge and SEE CONTRACT PLANS DETECTABLE WARNING SURFACE- P
SEES .AR. PLAN F•E.10 SEE CONTRACT P.; 1 $. The Bid Item "Cement Concrete Curb Ram T _ does not Municipal Construction prepared try WSilQT and the American Public Works FACE OF CURB 7EpRESSSDCURB AND G Tf7ER FRCE OF CURB @ DEPRESSED CURB RAND GUTTER the adjacent Curb, Curb and Gutter, Depressedurb and Gutter.
Association (APWA), as amended by the City of Renton Public Works Department. It c. Pipe material shall conform to underdrain specifications described in Chapter 4 of CROSSWALK CR0881NALK Pedestrian Curb, or Sidewalks.
shall be the sole responsibility of the applicant and the professional civil engineer to the Surface Water Design Manual and, if non-metallic, the pipe shall be placed in7 The Curb Ramp length is notrequired to exceed 75 feet (unless otherwise
x shown in the Contract Plans). When applying the 15-foot max length,
correct any error, omission or variation from the above requirements found in this a trench with a tracing wire above or other acceptable detection. PLAN VIEW DETECTABLE WARNING SURFACE- PLAN VIEW the running slope of the curb ramp Is allowed tD exceed 8.3%. Use asirlgle
TYPE PARALLEL A SEE STANDARD PLAN FJ3.10 TYPE PARALLEL B constant slope from bottom of ramp to top of ramp to match Into the Sidewalk
plans, all corrections shall be at no additional cost to the City. r a -vMrN over a horizontal distance of 15 feel Do not include abutting landings) in
d, Private drainage easements are required for drainage systems designed to SEECOfRR_TplMLS GNADE BREAK the15-foot may. measurement When a ramp is constructed on a radius, the
convey flows through individual lots- a 15-foot max length is measured on tl� Inside radius atong the back of the
4. Approval of this road, grading, parking and drainage plan does not constitute an Y 9 o p CONTRACTION JOINT MP SEE STANDARD PLANF-$0.1 a stoPE walkway.
FOR CURB RAMP LENGTHS GREATER THAN 9 - O"PROVIDE COUNTER TOP OF
approval of any other construction (e.g. domestic water conveyance, sewer CONTRACTION JOINT EIIUAtlY SPACED a' - 0' MIN OC * f500°k - RGADMV 8. Curb Ramps and Landings shall receive a broom finish See Standard
conveyance gas electrical. etc.)The surface water drainage system shall be e. The applicant/contractor is responsible for coordinating the locations of all stub- Specifications CuTb a
r + 4.
w DEPRESSED CURB AND GUTTER - B. Pedestrian Curb maybe omitted d me ground surface at the back of ilia
constructed according to the approved plans, which are an file in with the City. Any out conveyance lines with respect t0 other utilities (e.g. power, gas telephone CEMENT CONCRETE PEDESTRIAN LANDING SEE STANDARD PLAN F•10A 2 Curb Ramp andlor Landing will be at the same elevabon as the Curb
+ r r CURB - SEE NOTE B a AND NOTE B Ramp or Landing and there will be no material to retain
deviation from the approved plans will require written approval from the City of television). SECTION I p I q-p N11N 15 SE MAX. [TYP.] LEGEND
Renton Public Works Department, Surface Water Utility Section. �J BEEC rRR�rPwNs SEE "°FE 7 SLOPE IN EITHER DIRECTION
f. All individual stub -outs shall be privately owned and maintained by the lot home 15-0' MAX ITYPI 4'-G'MIN 15'-D' MAX fTrP) GRADE BREAK SIDEWALK k 1.5% OR FLATTER RECOMMENDED FOR
5. A copy of these approved plans must be on the jab site wherever construction is in owner,
SEE NOTE 7 CONTRACT PLANS SEE NOTE 7 GRADE BREAK _. DESIGMTORMWORK ^ MAX )
progress. SIDEWALK GRACE BREAK k - ~~ * A OR FLATTER RECOMMENDED FOR OESIGN7 FOR
GRADE BREAK FORMWORK (S 393 MAX) -SEE NOTE 7
g. Storm drainage pipe systems shall not penetrate building foundations, except for *�� **� CURB RAMP
6. Grading activities (site alteration) are limited to the hours of 7 a.m. to 7 p.m. sum urn discharge lines used to drain crawls aces provided the sum pumpPEDESTRIAN CURB- 3B (IN)EKPANSIOHJOINT[TYPS- TT
p pump spaces, p SEE HOTS 9 LANDING 1 SEE STANDARD PLAN F]0.10-
Monday through Saturday and no work on Sunday is allowed, unless otherwise system includes backflow prevention or a check valve- = CURB RAMP
approved with a written decision by the City of Renton. CURB uNDING
3i8- EXPANSION JOINT [TYP i - 1 SECTION
SEE STANDARD PLAN F-M.Ia
7. It shall be the applicant's/contractor's responsibility to obtain all construction 23. All disturbed pervious areas (compacted, graded, landscaped, etc.) of the SECTION [ALONG I NSIDE RADIUS AT BACK OF VAAUKWAV)
B
easements necessary before initiating off -site work. Easements require City review development site must demonstrate one of the following: The existing duff layer iALOf4G INSIDE RADIUS AT BACK OF WALK4MkY) "CEMENT CONCRETE CURB RAMP TYPE
shall be staged and redistributed to maintain the moisture capacity of the soil, OR; PARALLELS- PAY LIMIT- SEE NOTE 8 A
and approval prior to construction. 'CEMENT GONGRETE CURB RAMP TYPE
Amended sail shall be added to maintain the moisture capacity. PARALLEL A' PAY LIMIT SEE NOTE$
8. Franchised utilities or other installations that are not shown on these approved plans
shall not be constructed unless an approved set of plans that meet all requirements 24• Proof of liability insurance shall be submitted to the City prior to construction permit
of Chapter 4 of the Surface Water Design Manual are submitted to the City of issuance.
Renton.
25. Issuance of the building or construction permits by the City of Renton does not
9. Datum shall be NAVD 88 unless otherwise approved by the City of Renton. relieve the owner of the continuing legal obligation and/or liability connected with
Reference benchmark and elevations are noted on the cans. storm surface water disposition. Further, the City of Renton does not accept any ISOMETRIC wow
p TYPE PARALLEL A PAY LIMIT
obligation for the proper functioning and maintenance of the system provided during
10. Any dewatering system necessary for the construction of stormwater facilities must construction.
b b 'tt d t th C' f d I
ISOMETRIC VIEW
TYPE PARALLEL B PAY LIMIT
PARALLEL CURB RAMP
STANDARD PLAN F-40.12-03E SHEET I OF 1 SHET
APPROVED FOR PUBLICATIO"
"Z.-
WmhlnfP•^ �� M NTrema.,rax.n
e su col e o e Ity or review an approva . NOTES
A CURB RAMP WilTH 4' - T MIN LANDING TO MATCH A
26. The Contractor shall be responsible for providing adequate safeguard, safety CURB RAMP WOTH - SEE CONTRACT PLANSLANOCURfl RAMTCM CURB RAMP
P W DTH 4'- B' MINI Al marked crosswalks, tree connection between the curb ramp and the rplad-
11. All utility trenches and roadway subgrade shall be backfil led and compacted to devices, protective equipment, flaggers, and any other needed actions to protect the LANDING PT- "SEE To COONTRACT PLANS way must be contained within the width of the crosswalk markings
95 percent density, standard proctor, life, health, and safety of the public, and to protect property in connection with the LANDING GRADE BREAK CURB RAMP 2 Vetere "GRADE BREAH"!s called plan the entire length of the grade oak
GRADE BREAK betwean the two ad Iacent surface PI nes sh II be flush
GRADE BREAK SEE CONTRACT PLANS - CEMENT CONCRETE
SEE CONTRACT PLANS -
4-
0• MIN.
TRAC Da not lace Gratings, Junction IiDxeS Access Covers Or other a urten-
slpEyyALK -SEE NOTE 5 3 P n9 Pp
12. Open cutting of existing roadways for non -franchised utility or storm drainage work performance of work. An work within the traveled right-of-way that may interrupt ° """ antes on any part of the Curb Ramp or Landing, or in front of the Curb
1" g g Y utility g p Y g y Y f' PROVIDE SMOOTH TRANSITION Ramp where it Connects t0 the roadway
is not allowed unless specifically approved by the City of Renton and noted on these normal traffic flow shall require a traffic control plan approve by the Public Works SIDE CEMENT CONCEE RETE ! (TYPTO$IDEWALK WDT" BEEGOfJiRACTPLANB- �;BEEGDNIRAGT 4 Sag CantrauTPlansfor the cub designspecifed. Sao StandaTdPlan
* r - 0' MAN PLANS - 4• - T MIN F-10.12 far Curb, Curb and Gutter, Depressed Curb and Gutter. and
approved tans. An open cut shall be restored in accordance with the City of pp p y p tY Department, Transportation Systems Division. All sections Of the WSDOT Standard L$'EXPANSIGN BUFFERVNDTH - MATCH Pedestrian Curb details
FLARE (T'rP } JOINT (TYP., - SEE TO CURB RAMP DEPTH
Renton trench restoration standards. Specifications 1-07-23 Traffic Control shall apply. I w 5 See Standard Plan F-30.10 for Cement Concrete Sidewalk Detads See
3!g' EXPANSION I CURB RAMP STANDARD PLAN F-]0.70 mp ))
JOINT (TYP.) -SEE ( Contract Plans for width and placement of sidewalk
STANDARD PLAN F-20.10 GRADE w r 6. The Bid Item "Cement Concrete Curb Ramp Type _" does no[ include the
13. All sedimentation/erosion facilities must be in operation prior to clearing and building 27, Project located within the aquifer protection area (APA) shall comply with Special BREAK PRESENT
OR
BACK
c BUFFER, F
GRADE BREAK PRESENT. DR TO BACK OF CURB [TYP y - '+ adjacent Curb- Curb and Gutter, Depressed Curb and Gutter, Pedestrian
construction and the must be satisfactorily maintained until construction is �::;;;: SEEGDNTRACTPLNNS » .• •-_; " Curb,orSdewalks
7 Y Y Requirement #6 of the Water design Manual and Aquifer Protection * * * imill€:•I. �� �;:' •.�'
completed and the potential for on -site erosion has passed. Regulations (RMC 4-3-050). CURB. OR CURB CEMBHT CONCRETE T The Curb Ramp length IS not required to exceed 15 feet (unless Shown
i P! applying 1 f max. length.
AND GUTTER - _ _ _ _ _ CURB. OR CURB PEDESTRIAN CURB - otherwise n the Contract ins). When app y rig the 15-loot a .
SEE NOTE a - - - - AND GUTTER - SEE NOTE 4 the running slope of the Curb Ramp is allowed to exceed 8.3%. Use a
DETECTABLE WARNING SURCACC - SEE NOTE 4 B single constant Slope from bottom Of ramp t0 top of ramp to match Into
14. All retention/detention facilities must be installed and In operation prior to or in SEE STANDARD PLAN Fis DETECTABLE WARNING SURFACE - the landing over a honzontal dAstanca of 15 feet. Da not Include the
FACE OF CURE SEE STANDARD PLAN F-46-10
FACE OF CURB abutting landing in the 15-fool max. measurement
conjunction with all construction activity unless otherwise approved by the Public MEASURED PARALLEL DEPRESSED CURB AND GUTTER - DEPRESSED CURS AND GUTTER 8. CUrO Ramps and Landings shall race ire a broom knish. See Standard
Works Department, Surface Water Utility Section. TG CURB cop., CROSSWALK SEE NOTE" CROSSWALK Specifications 8-14.
W L L 0 Pedestrian Curb may be omitted it the ground surFace at the back of the
15, All pipe and appurtenances shall be laid on a properly prepared foundation in o Curb Ramp andlor Landing will be at the same elevation as the Curb
p P Pp P p y p p Ramp or Landing and there will not be material to retain
1� CONTRACT]GN JOINT {lYP) - SEE STANDARD PLAN Fall-10
accordance with the current State of Washington Standard Specification for Road = FOR CURB RAMP LENGTHS GREATER THAN - PROVIDE
PLAg necessary 9 T TYPE PERPENDICULAR LAR A EW CONTRACTION JOINT Eq ALLY SPACED d' - 0 MIN OC TYPE PERPENDICULAR B LEGEND
and Bridge Construction. This shall include necessa leveling of the trench bottom
m DETECTABLE WARNING SURFACE - (SHOWN MATH BUFFER)
or the top of the foundation material, as well as placement and compaction of 3" COMPACTED DEPTH HMA PAVEMENT SEE STANDARD PLAN"5.10 - SLOPE ITN ErrHER DIRECTION
required bedding material, to uniform grade so that the entire length of the pipe will a Cr MIN 15'-(r MAX. GRADE BREAK * 50R FETTER RECOMMENDED FOR
DESIGNlFORM WORK (2% MAK. )
be supported on a uniformly dense, unyielding base. All pipe bedding shall be APWA SLOPE TREATMENT- SEE CONTRACT PLANS SEE NOTE7 COUNTERSLOPE-
SEE STANDARD PLAN F70.10 GRADE BREAK 5 ° MAX
7 5% OR FLATTER RECOMMENDED FOR
Class "C", with the exception of PVC pipe. 8" COMPACTED DEPTH CRUSHED * * DESIGN F LATTER R �SMACOM MAX )
SURFACING BASE COURSE (CSBC) TOP OF ROADWAY * B5k OR FLATTER RECOMMENDED FOR
DESIGNIFORMVUORK (10% MAX) _ .i„
16.
sir
Steel pipe shall be aluminized, or galvanized with asphalt treatment #1 or better
LANDING
CURD RAMP
inside and outside.
DEPRESSED CURB AND GUTTER -
"���JJJ SFr STANDARD PLAN F-10-12
SECTION f A ]
17.
All drainage structures, such as catch basins and manholes shall have solid locking
lid All dr In t r a t d with rm n nt r t ntI njd t ntI n f IIIco O
CfiMEM CONCRETE
CEMENT CONCRETE CURB RAMP TYPE CEMENT CONCRETE GIRS RAMP TYPE
PERPENOICULAR•A- PAY UMrT - SEE NOTE PERPENDICULAR W PAY LIMIT - SEE NOTE$
- a age UL U e5 SSQCia a ape ty
O ° O
000 O °
°
PEDESTRIANCURB-
SEE NOTE
shall have solid locking lids.
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SEE STANDARD PLAN FAISA0ACE
18.
Building and other structures shall be placed in accordance with Table 4.1 Easement
O o 00 0,30 ° o°
°a°
Widths and Building Setbacks Lines.
° 0,0
0 0 00 OOO
00Q o 0° °O °
O G. O O o 0
]'R. TYP DEPRESSED CURB ANDGUTTER -
SEE NOTE a
19.
All catch basin grates shall be depressed 0.10 feet below pavement level.
o
CEMENT CONCRETE CURB
AND GUTTER - SEE NOTE 4
20,
Ali driveway culverts located within City of Renton right-of-way shall be of sufficient
_
��
ISOMETRIC VIEW
length to provide a minimum 3:1 slope from the edge of the driveway to the bottom
CURB RADIUS DETAIL t B i TYPE PERPENDICULAR A PAY LIMIT
��
of the ditch. Rock for erosion protection of roadside ditches, where required, shall be
COMPACTED BASE 1
of sound quarry rock placed to a depth of one (1) foot and must meet the following
MATCH EXISTING ASPHALT THICKNESS
specifications:
BUT NO LESS THAN 8" COMPACTED
4 - 8 inch rock 140 - 700/c passing;
DEPTH HMA PAVEMENT
less han 2'inch oak;10°- 20%
ON -SITE PRIVATE ROAD PAVEMENT SECTION
(2;; LIFT OVER 6" LIFT)
passing.
6 COMPACTED DEPTH CRUSHED
21.
All building downspouts and footing drains shall be connected to the storm drainage
NOT TO SCALE
SURFACING BASE COURSE (CSBC)
system, unless approved by the City plan reviewer or Surface Water Utility Section.
An accurately dimensioned, certified as -built drawing of this drainage system will be
submitted to the City upon completion.
C 0000 0 0
18215 72ND AVENUE SOUTH
KENT, WA 98032
(425)251-6222
(425)251-8782 FAX
CIVIL ENGINEERING, LAND PLANNING,
SURVEYING, ENVIRONMENTAL SERVICES
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24661
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COMPACTED BASE
PUBLIC ROW PAVEMENT SECTION
NOT TO SCALE
SURVEYED:
DESIGNED:
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DRAWN: ZTW
1 REVISED PER ASBUILT DRAWINGS ZTW 2 16 20 ZTW CHECKED
NO. REVISION BY DATE APPR APPRmD:
AS
ISOMETRIC VIEW
TYPE PERPENDICULAR S PAY LIMIT
PAVEMENT WIDTH
1
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ode
g�'F�ONA1, e.�G
PERPENDICULAR
CURB RAMP
STANDARD PLAN F-40.15-03
SHEET 1 OF 1 SHEET
APPROVED
�� FOR PUBLICATION
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POST 8' - 10' ON -CENTER POST
TREE PROTECTION DETAIL
NOT TO SCALE
TYI
OF
o" I,," RAIN
r_l�Jl�.r_11I
ZED STEEL POST
EXISTING GRADE
COMPACTED OR
EXISTING SUBGRADE
ON -SITE EXTRUDED CEMENT CONCRETE CURB DETAIL
NOT TO SCALE
IT
rMIL CURB RAMP, LANDING CUT-
MIN.A 100r 240' THROUGH OR WALKWAY
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D C DAY DSo'
D O.♦t 1 40' BACK OF CURB -
TRUNCATED DOZE E 0.2' 0.2' SEE NOTE 2
SECTION O
SEE STANDARD SPECIFICATIONS
FOR COLOR OF SURFACE
TRUNCATED DOME DETAILS /
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NOTES L1J
1 The Detectable Warning Surface (DWS) shall extend the full width of the curb ramp
DETECTABLE WARNING landing, or other roadway entrance as applicable. Exception. If the Manufacturer of
RWSI SUFACE (D- the DWS requires a concrete border around the DWS. a Variance of up to 2 Inches
SEE NOTE 3 On each side of the DWS is permitted
CURB AND GUTTER �JY.
I UNI DING, Cl
WALKWAY
1 ¢ DETECTABLE WARNING SURFACE DETAIL
LANDING O mOFFSET
CURB RAMP •.. SEE NOTE B
MOTH OF LANDING
WALKWAY WALKWAY
O
2
The Detectable Warning Surface (DWS) shall be placed at the back of orb. with the
two leading comers of the DWS panel placed adjacent to the back of the curb, and
with no more than a 2 inch gap between the DWS and the back of the curb measured
2 - D" MIN -
at the center of the DWS panel Exception If the Manufacturer of the selected DWS
TYP OF ALL
APPLICATIONS
requires a concrete border around the DWS, a variance of up to 2 inches from the
back of the curb is permitted (measured at the leading comers of the DWS panel)
3
The rows of truncated domes shall be aligned to be perpendicular to the grade
break at the back of curb
4
The rows of truncated domes shall be aligned to be parallel t0 the direction of travel
IF CURB RAMP
)UGH OR 5
It curb and gutter are not present, such as a shared -use path connection, the
z
Detectable Warning Surface shall be placed at the pavement edge
O
6
See Standard Plana for sidewalk and Curb ramp details
7
If a curb ramp is required, Me location of the Detectable Warning Surface must be at
the bottom of the ramp and within the required distance from the rail
8
When the grade break between the curb ramp and the landing is less than or equal to
U
5 R from the back of Curb at all points place the Detectable Warning Surface on the
vwtxWlAr
WALKWAY
THUTH OF CUT- bottom of the curb ramp directly above the grade break
w
THROUGH fiYP)
w DETECTABLE WARNING
SURFACE ftriVSl -
- SEE NOTE 4
CURB RAMP
NADTH OF Cur -THROUGH
MP)
' ^
V J
2 BACK OF CURB
a
DIRECTION CURB RAMP
FLARE
;.. •;;
FLARE
-D•ANNSINGLE
LJ_I
m (GRADE BREAK BETWEEN CURB AND
LANDING s S FT FROM BACK OF CURB)(SEE
NOTE S)
LgppD,G
OF
BACK OF CURB -
SEE NOTE 2
DETECTABLE WARNINGBLE
SURFACE (DINS) -CE
SEE NOTE ]
WARNING
(TYP)DIRECTION
NOTE ]BACK
TRAVEL
WIDTH OF CURB RAMPCURB
PY.EE
OF CURB -
RAMP O
-
SEENOTE 2
MOTH OF
PERPENDICULAR CURB RAMP
Q
WALKWAY
..
X.
WALKWAY
(SEE NOTE B)
r • o MIN
Z
•�f'
WIDTH G CURB RAMP DETECTABLE WARNING
LANDING, OR WALKWAY SURFACE(TYP)-��
SEE NOTE ]
ISLAND CUT -THROUGH
S} EA,IB
- - DETECTABLE WARNING
t- SURFACE (OWS) -SEE
NOTE ]TT
BACK OF CURB -
SEE NOTE 2
SINGLE DIRECTION CURB RAMP DETECTABLE WARNING
(GRADE BREAK BETWEEN CURB AND SURFACE (DWS)-
LANDING > 5 FT FROM BACK OF CURB) SEE NOTES 4 6 7
(SEE NOTE SI
CURB RAMP ` CURB RAMP
WALKWAY , LANDING 1 r SWAY
BACK OF CURB -� SURFACE ILDWSRSEE NOTE 3
SEE NOTE 2 WIDTH OF
PARALLEL CURB RAMP
(SEE NOTE 0)
I. 18" .�
ON -SITE CURB AND GUTTER
NOT TO SCALE
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
%R3
CITY OF-
RENTON
Nklov
Planning/Building/Public Works Dept.
Z
RAILk_i. It
� h
PATH OR
WALKWAY
PEDESTRIAN RAILROAD CROSSING
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CONSTRUCTION NOTES AND DETAILS 09/27/19
UW MEDICINE -VALLEY MEDICAL CENTER FlELDBOOK:
PAGE
TALBOT ROAD INTERSECTION UPGRADES DRAWING NO: LLJ
400 SOUTH 43RD STREET
RENTON, WA 98055 SHEET: OF: Q
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TREE PROTECTION MEASURES:
Protection Measures During Construction: Protection measures in this subsection shall apply for all trees that are to
be retained. All of the following tree protection measures shall apply:
a. Construction Storage Prohibited: The applicant may not fill, excavate, stack or store any equipment, dispose of
any materials, supplies or fluids, operate any equipment, install impervious surfaces, or compact the earth in any
way within the area defined by the drip line of any tree to be retained.
b. Fenced Protection Area Required: Prior to development activities, the applicant shall erect and maintain six-foot
(6') high chain link temporary construction fencing around the drip lines of all retained trees or at a distance
surrounding the tree equal to one and one -quarter feet (1.25') for every one inch (1") of trunk caliper, whichever is
greater, or along the perimeter of a tree protection tract. Placards shall be placed on fencing every fifty feet (50')
indicating the words, "NO TRESPASSING — Protected Trees," or on each side of the fencing if less than fifty feet
(50'). Site access to individually protected trees or groups of trees shall be fenced and signed. Individual trees shall
be fenced on four (4) sides. In addition, the applicant shall provide supervision whenever equipment or trucks are
moving near trees.
c. Protection from Grade Changes: If the grade level adjoining to a tree to be retained is to be raised, the applicant
shall construct a dry rock wall or rock well around the tree. The diameter of this wall or well must be equal to the
tree's drip line.
d. Impervious Surfaces Prohibited within the Drip Line: The applicant may not install impervious surface material
within the area defined by the drip line of any tree to be retained.
e. Restrictions on Grading within the Drip Lines of Retained Trees: The grade level around any tree to be retained
may not be lowered within the greater of the following areas: (i) the area defined by the drip line of the tree, or (ii) an
area around the tree equal to one and one-half feet (1-1/2') in diameter for each one inch (1") of tree caliper. A larger
tree protection zone based on tree size, species, soil, or other conditions may be required. (Ord. 5676, 12-3-2012)
f. Mulch Layer Required: All areas within the required fencing shall be covered completely and evenly with a
minimum of three inches (3") of wood chip mulch prior to installation of the protective fencing. Exceptions may be
approved if the mulch will adversely affect protected ground cover plants. (Ord. 5676, 12-3-2012)
g. Monitoring Required during Construction: The applicant shall retain a certified arborist or licensed landscape
architect to ensure trees are protected from development activities and/or to prune branches and roots, fertilize, and
water as appropriate for any trees and ground cover that are to be retained.
h. Alternative Protection: Alternative safeguards may be used if determined to provide equal or greater tree
protection. (Ord. 5676, 12-3-2012)
4" CONCRETE WALK (BROOM FINISH)
WITH 6X6 - W1.4XW1.4 W.W.F.
PULVERIZED TOPSOIL
(TYPICAL LANDSCAPE AREA) SEE SITE PLAN FOR WIDTH
SLOPE TO 2" BELOW TOOLED JOINT
THE TOP OF SIDEWALK-�
\ a a
1 " RADIUS ON EDGE
6" 1 ADJACENT PAVEMENT
0 .0 �°
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ROCK BASE COURSE DEPTH CRUSHED ��j/\�j/\ //
COMPACTED BASE TO 95% DENSITY
TYPICAL SECTION TYPICAL SECTION
IN LAWN AREAS ADJACENT TO DRIVES
NOTES
A. SIDEWALKS WIDTH VARIES (WIDTH PER PLAN)
CONTROL JOINTS TO BE PLACED AT SPACING EQUAL TO SIDEWALK WIDTH.
B. PROVIDE EXPANSION JOINTS AT 28' TO 30' O.C. MAXIMUM.
C. WHEN WALK IS ADJACENT TO THE BUILDING PROVIDE 3/8" X 4" IMPREGNATED FIBERBOARD.
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18215 72ND AVENUE SOUTH
KENT, WA 98032
(425)251-6222
(425)251-8782 FAX
CIVIL ENGINEERING, LAND PLANNING,
SURVEYING, ENVIRONMENTAL SERVICES
CONSTRUCTION NOTES AND DETAILS
11
UW MEDICINE - VALLEY MEDICAL CENTER
TALBOT ROAD TRAFFIC SIGNAL AND INTERSECTION IMRPOVEMENTS
"BAND -
OR
NTING 001 E.../,.me
N)LTAL TOLE OR LUMMUURE
4" MIN. T
DGE Or
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WI GALVANIZED BOLT TH
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2" SQUARE
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NOTES
1 l-V.'., DNS FOR THE PARTS USED TO ASSEMBLE THE BASE
CUNNECTIONS ARE INTENTIONALLY NOT SHOWN. BASE
CONNECTIONS ARE PATENTED. MANUFACTURED PRODUCTS
THAT ARE IN COMPLIANCE WITH NCHRP 350 CRASH TEST
CRITERIA. THE BASE CONNECTION DETAILS ARE SHOWN ON
THIS PLAN ONLY TO ILLUSTRATE HOW THE PARTS ARE
ASSEMBLED.
2. A 2" (IN) POST WITH A 2 1/4" (IN) PSST ANCHOR OR A 2
1/4" (IN) POST WITH A 2 1/2" (IN) PSST ANCHOR MAY BE
SUBSTITUTED- SEE CONTRACT PLANS.
J. PERFORATED SQUARE STEEL POST SHALL MEET THE
REOUIREMENTS OF WSDOT STANDARD SPECIFICATION 9-06.
4. USE ONLY BASE CONNECTION MANUFACTURER SUPPLIED
HARDWARE THAT MEETS THE REOUIREMENTS OF WSDOT
STANDARD SPECIFICATIONS 9-06 AND 9-28.
EDGE OF TRAVELED
ROADWAY
90 30'--1
FOR REFLECTORIZEO SIGNS- MOUNT
FACING S(degree) OUTWARD IF SIGN
IS WITHIN 30 FEET OF ROADWAY
•ION PACE OItlNITATION
SIGN POST
•ORI ��O N)I C)ORNEABD r
POSTSUPPSIG
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T STOP
CN POST
TYPE STA SNiN SUPPORT
LOWER SIGN POST SUPPORT - 2,25"
(IN). 7-GAGE. HOT -DIP GALV..
HEAVY-DUTY ANCHOR
I
COMMERCIAL CONCRETE
EIOUNTNNI ON FERAL POST
SIGN MOUNTING ON SINGLE STD PLAN— 129
PUBLIC WORKS METAL POST APPROVED: Q �•
DEPARTMENT (ADOPTED) 6-M
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6" MIN.
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NEW UTILITY
PIPE
(ON -SITE ONLY)
MINIMUM CLEARANCE DETAIL
NOT TO SCALE
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4" DRAIN PIPE 12,
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CAPPEDATEDGE
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112" MINIMUM COVER
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ROADWAY
INVERT OF DRAIN
SHALL BE AT OR
ABOVE GUTTER LINE ISOMETRIC
PUBLIC WORKS
DOWNSPOUT STORM
STD. PLAN — 210.00
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DEPARTMENT
DRAIN, UNDER SIDEWALK
MARCH 2O08
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9/22/2020 NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY
SPEC-TCBu09/03/2014
Tuff Curb°
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40"
Reflector Color Options
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SPECIFICATIONS
RECOMMENDED USES
• Tuff Curb® is constructed of highly durable injection-
• Ideal for use for curves, medians, edge lines, work
molded plastic that is resistant to: ultraviolet light,
zones, rail crossings, toll booths.
ozone, and hydrocarbons.
• Curb equipped with "Quick Release" feature which
AVAILABLE COLORS
allows the upright to be removed from the base
without the use of tools.
• White
• NCHRP-350 accepted RWZ-243
• Yellow
❑
• MASH 2O09 accepted #WZ-318
. 40" curb section weighs 12 lbs.
• Other colors available special order
• 18" end section weighs 4 lbs.
(minimum quantities required)
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4955 Stout Dr. •San Antonio, TX 78219
recovery 210-736-4477.800-736-5256 • Fax 210-734-6448
S Y S T E M S- Email: info CaTimpactrecovery.com
wwmimpactrecovery.com QR-. Download SPe=SH. %
CITY OF
RENTON
Planning/Building/Public Works Dept.
R-3991 14
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
CONSTRUCTION NOTES AND DETAILS
UW MEDICINE -VALLEY MEDICAL CENTER
TALBOT ROAD INTERSECTION UPGRADES
400 SOUTH 43RD STREET
RENTON, WA 98055
DATE:
09/27/19
FlELDBOOK:
PAGE
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NOTES
TOP
I. This frame Is designed to accommodate 2T x 2C grates or
covers
2. Provide two holes In the frame that are vertically aligned with t
he grate or cover slots. Tap each hole to accept
24 u4"
a 5/8" - 11 NC x 2" alien head cap screw.
Location of bolt down holes varies among different
E
manufacturers.
3. Refer to Standard Specification 9-05.15(2) for additional
requirements.
SECTION 0A
RECESSED ALLEN
HEAD CAP SCREW
518""11 NCx2"
GRATE
rPM1E
2117
SECTION
DETAIL O BOLT -DOWN DETAIL
O STD. PLAN - 204.00
PUBLIC WORKS RECTANGULAR FRAME
DEPARTMENT MARCH 2008
TYPE ,A+
PRESSURE TREATED
7-1/2" X 7-1/2" CEDAR POST
(2)#4 HORIZ. TOP & BOTTOM
& (2)#4 VERTICAL (PER SIDE
1 /4" CHAMFER
CRUSHED SURFACING
NOTE:
2" MINIMUM CLEARANCE BETWEEN REBAR &
CONCRETE SURFACE.
TYPE ,B'
1" O 45' CHAMFER ALL AROUND TOP
PAINT 70P 5" WHITE ALL AROUND
REFLECTIVE MARKER (TYPICAL BOTH SIDES)
1" DEEP NOTCH ALL AROUND
-1/2" O 45' CHAMFER ALL EDGES
-SLOPE CONCRETE FOR DRAINAGE
- 2"x3/8" JOINT MATERIAL
FIXED WOODEN BOLLARD
�A O ADOPTED
zL� CITY OF RENTON
7GIEs+` .
SI'ANDABU PLANS
O IST DATE:04/04
-.......... nor. NAtAF- Hn')O CD PAnFHn77
Hq(js 18215 72ND AVENUE SOUTH
m� �2 KENT, WA 98032
(425)251-6222
o (425)251-8782 FAX
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CONSTRUCTION NOTES AND DETAILS
FOR
UW MEDICINE -VALLEY MEDICAL CENTER
TALBOT ROAD TRAFFIC SIGNAL AND INTERSECTION IMRPOVEMENTS
d i r
O
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eUTrALL TO STPCA IUti' rho POLLUrAHI
3"
SLOT - SEE DETAIL 5•
AND NOTE 1
J 5'
5'
20
5
5'
5" 3"
a
TOP SECTION BO
24•
] OR ED- SPAC
-IRECTION OF FLOW
SECTION Q
1r^1
BOLT -DOWN SLOT DETAIL
SEE NOTE 1
NOTES
1• Provide two slots In the grate that are vertically aligned
with the holes In the frame. Location of bolt -down slots
varies among different manufacturers.
ISOMETRIC 2. Refer to Standard Specification 9.05.15(2) for additional
requirements.
3. Unless otherwise specified, vaned grates shall be used with standard frame
In the travel way, gutter or shoulder, vaned grates shall not be located
within crossroads. Use vaned grates along rolled curbs.
STD. PLAN - 204.20
!� PUBLIC WORKS RECTANGULAR
+1 DEPARTMENT VANED GRATE MARCH 2008
F
b
FRAME AND VANED GRATE
�6 OR 17
ONE 03 BAR HOOP FOR T HEIGHT
TWO 93 BAR HOOPS FOR 12' HEIGHT
RECTANGULAR ADJUSTMENT SECTION
y0 .tf�6\ �`� �•
dO M1V_f'-F
PIPE ALLOWANCES
MA%IMUM
PIPE MATERIAL
INSIDE
DIAMETER
REINFORCED OR
IT
PLAIN CONCRETE
ALL METAL PIPE
15"
CPSSP•
12,(STD.
SPEC. 9-05.20)
SOLID WALL PVC
75"
(STD. SPEC. 905.12(1)l
PROFILE WALLPVC
(STD. $PEC.9-MI2(2)1
15"
*CORRUGATED POLYETHYLENE
STORM SEWER PIPE
NOTES
I?3
1. As acceptable alternatives to the rebar shown In the PRECAST BASE
SECTION, fibers (placed according to the Standard Specifications), or
Rya
sr
wire mesh having a minimum area of 0.12 square Inches per foot shall
be used with the minlmum required rebar shown In the ALTERNATIVE
PRECAST BASE SECTION. Wire mesh shall not be placed In the
knockouts,
#3 BAR EACH CORNER
i
2. The knockout diameter shall not be greater than 20". Knockouts shall
E
have a wall thickness of 2" minimum to 2.5' maximum. Provide a 1.5"
minlmum gap between the knockout wall and the outside of the pipe.
After the pipe Is Installed, 41 the gap with Joint mortar In accordance
93 BAR EACH SIDE
with Standard Specification 9-04.3.
3. The maximum depth from the finished grade to the lowest pipe invert
shall be 5'.
#3 BAR EACH WAY
4. The frame and grate must be Installed with the flange down.
PRECAST BASE SECTION
tl fl Ss
5. Tne Precast Base Sec on may have a rounded oor. and the via may
be sloped at a rate of 1:24 or steeper.
6. The operlklg shall be measured at the top of the precast base section.
7. AI pickup holes shall be grouted full after the basin has been placed.
8. AI grade rings and castings shall be set In mortar In accordance with
Standard Specification 9.04.3.
#3 BAR EACH CORNER
fie" MIN
#3 BAR HOOP
SEE NOTE 1
ALTERNATIVE PRECAST BASE SECTION
6 STD. PLAN - 200.00
PUBLIC WORKS CATCH BASIN TYPE I
DEPARTMENT MARCH 2008
1 REVISED PER ASBUILT DRAWINGS
NO. REVISION
N BARS O 7" SPACING
20" x 2e.
24" DWM- DIAM.
D
OR 54' DIAM. HOLE
r (TYP.) r
1!2' 1" MIN.
MA%.
84" or 96" FLAT SLAB TOP
#5 BARS 0IF SPACING
20" x 24'.
24" DIAM., 48' DIAM.
OR 54' DIAM. HOLE T (TYP r TYPICAL ORIENTATION
L FOR ACCESS AND STEPS
m
2 t/2" MAX.
7Y" FLAT SLAB TOP
2�
04 BARS S' SPACING
20' x 24' OR -
24DIAM. HOLE
r�II 2' ITYP.I IN.
IN. I...
`I LI LI� I. M
2112"MAx. ECCENTRIC CONE SECTION
48", 54", or 60" FLAT SLAB TOP
12- TYP.I
s
61
12'
PREFABRICATED LADDER
I ..
STEP
I -OR IY
ONE 93 BAR HOOP FOR E- QONF C3 BAR HOOP
TWO #3 BAR HOOPS FOR 1To I\
RECTANGULAR ADJUSTMENT SECTION CIRCULAR ADJUSTMENT SECTION
1.0 As an acceptable alternative to rebar, wire mesh having a
minimum area of 0.12 square Inches per foot may be used
for adjustment sections.
�® PUBLIC WORKS MISCELLANEOUS DETAILS FOR STD. PLAN - 204.60
DEPARTMENT DRAINAGE STRUCTURES
MARCH 2O08
CLEAN SURFACE AND 90TTpN AREA.
PROVIDE UNIFORM CONTACT.
THE SURFACE AREA OF THE BASE SECTION MUST
BE GROUTED TO THE BOTTOM AREA OF THE
ADJUSTMENT SECTION.
BASE SECTION
SEE NOTE 4
NOTES
1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE GROUTED TO FINAL GRADE UNTIL THE FINAL ELEVATION OF THE PAVEMENT,
GUTTER, DITCH, OR SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS GIVEN BY
TI4E ENGINEER TO GROUT IN Pt. ACE IN ACCORDANCE WITH APWA STANDARD SPECIFICATION 7.05.3.
2. SHIMS SHALL NOT BE USED TO SET FRAME TO GRADE. THE USE OF SHIMS IS PROHIBITED.
3. A CONTINUOUS LAYER OF MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMENT,
4. THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND OR BOND,
5. ADJUSTMENT SECTION SHALL BL GROW ED WA I ERTIGHT TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION WITH NONSHRINK GROU I
5. GROUI ING BETWEEN ADJUSTMENT SECTION SHALL BE WAI ER IIGH I.
7. GROUT IS TO BE NON -SHRINK TYPE GROUT MEETING THE REQUIREMENTS OF ASTM 157 PER APWA STANDARD SPECIFICATION 9.20.3 FOR
MAXIMUM PERCENT DRY SHRINKAGE. THE MINIMUM COMPRFSSWE STRENGTH SHAI I. RF. 4,6M PSI AT 7 DAY PFR APWA STANDARD
SPECIFICATION 9-20.3
8. PICK / LIFTING HOLES ARE TO BF GROUTED WATER TIGHT.
PUBLIC WORKS I CATCH BASIN INSTALLATION STD. PLAN - 202.00
DEPARTMENT MARCH 2O08
SURVEYED:
DESIGNED:
ZTW
DRAWN:
ZTW
ZTW 2 6/2
0 ZTW CHECKED:
AS
BY DATE APPR APPROVED:
AS
24•
_BOLT. DOWN SLOT - SE
DETAIL AND NOTE 1
21/2
T
TOP
SECTION i. B
NOTES
I Provide two slots in the cover that are vertically aligned
with the holes in the frame.Location of bog -down slots
L7
1
anes
ves among different manufacturers.
2. emative reinforcing designs are acceptable in
1
lieu of the rib design.
-
\
3 Refer to Standard Specification 9-05.15(2) for additional
requirements
� 39' R-SEE NOTE 2
tieDT10M ^ /
4. For Frame details, see City of Renton
Standard Plan 204.00.
t.
L
b'
12'
1
3+4'
4'r 1 1M
9r1' DIAM. HOLE
i1f trr DIAM. HANDLE
I I
SECTION C an
BOLT4B SLOT DETAIL
SEE NOTE
STD. PLAN - 204.10
PUBLIC WORKS RECTANGULAR SOLID
DEPARTMENT METAL COVER
�FN"C MARCH 2O08
8
/ (+� SLOT -SE DETAIL
AND NOTE 1
VOPENING rTYP.I
Z
z \ \
n j
OUTFALL TO STREAM DUMP NO POLLUTANTII
TOP 3W (w1 m) RECESSED
LETTERING
NOTES
Provide two slots in the grate that are vertically aligned with the holes in the frame.
Location of bolt -down slots vanes among different manufacturers.
z. Refer to Standard Specification 9-05.15(2) for additional requirements.
3 The thickness of the grate shall not exceed 1 5/8".
4 Unless otherwise specified, vaned grates shall be used with standard frame i
in the travel way, gutter or shoulder. vaned grates shall not be located
within crossroads. Use vaned grates along rolled curbs.
ISOMETRIC
i
1 1N'
BOLT -DOWN SLOT DETAIL
SEE NOTE t
PUBLIC WORKS RECTANGULAR STD. PLAN - 204.40
DEPARTMENT HERRINGBONE GRATE
E MARCH 2O08
SCALE:
VERTICAL AVD NCITY 0 F
HORIZONTAL- MD 1983/183/1991
VRI RENTON
Nklov
ONE INCH DATUM
AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
y NOTES
1. As acceptable aftematives to the rebar shown in the PRECAST BASE
FRAME AND VANED GRATE SECTION, fibers (placed according to the Standard Specifications). or
wire mesh having a minimum area of 0.12 square Inches per fool shall
be used with the minimum required rebar shown in the ALTERNATIVE
PRECAST BASE SECTION, Wire mesh shall not be placed in the
knockouts.
2. The knockout diameter shall not be greater than 18". Knockouts shall
have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1-5"
6 minimum gap between the knockout wall and the outside of the pipe
After the pipe Is installed, fill the gap with joint mortar in accordance
with Standard Specification 9-04.3.
E" DR 12" 3. The maximum depth from the finished grade to the lowest pipe invert
\ shall be 5'.
ONE #3 BAR HOOP FOR F HEIGHT -,- - 4. The frame and grate must be Installed with the flange down.
TWO #3 BAR HOOPS FOR IT HF-T
5. The Precast Base Section may have a rounded floor, and the walls may
RECTANGULAR ADJUSTMENT SECTION be Sloped at a rate Of 1:24 or steeper.
6, The opening shall be measured at the top of the precast base section.
7. All pickup hobs shall be grouted full after the basin has been placed.
8. All grade rings and castings shall be set in mortar in accordance with
0 Standard Specification 9-D4-3,
03 BAR EACH CORNER
43 BAR HOOP
-
C�
43 BAR EACH BIDE
-.--
\
#3 BAR
EACH WAY
PRECAST BASE SECTION 113 BAR EACH CORNER _
10' MIN
#3 BAR HOOP
�C
SEE NOTE 1
ALTERNATIVE PRECAST BASE SECTION
PUBLIC WORKS CATCH BASIN TYPE 1 P STD. PLAN - 200.20
DEPARTMENT (FOR PARKING LOT)
MARCH 2008
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CONSTRUCTION NOTES AND DETAILS 09/27/19 2i
UW MEDICINE -VALLEY MEDICAL CENTER FlELDBOOK:
PAGE
TALBOT ROAD INTERSECTION UPGRADES DRAWING NO: LLJ
400 SOUTH 43RD STREET
RENTON, WA 98055 SHEET: OF: Q
R16 20
O.D. r1 r1 ..
note a)
- 3' f I# Imtol Pipe zorre
taeatl rig
L m m renal
T for IbNrM
Pope Isae
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m O.D.
0.150.D. con.
I' -It# of Pipe 0
nrnP#L1Nn „ - a.650D. min
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�,� becMll 9r#ve15 All for
for IAIxI Wd*V Murxi. rewren zyecxietl
- A + 4' mIn 27' I.D. #rx i Imd4r
6" min.. over 2r I D.
A. Metal end Concrete Pipe
Dodd" for Flexible Mpo
spama spanm1 Tina.
l Flexile Pipe NOTES:
1. Provide uniform support under barrels.
"'- 'T- --0 2. Hand tamp under haunches.
3. Compact bedding material to 95 % max. density, directly
w _ Over pipe, hand lamp only.
_ 0,15 rbe min. 4. See 'Excavation and Preparation of Trench" In sanitary
L sewers section of the standard WSDOT/APWA
I'm�rs olr+Pp - _ specifications for trench wldth'W" and trenUung
..impacmn O45 r i min idth Options- The Pipe zone will be the actual trench w.
I bedmr nor The minimum concrete width shall be 1 , LID, = 1 B".
ill'. a lw Ifi l grave 5. Trench baekfill shall conform to "Baekfilling Sewer
fen r, 5edd.,V Iaund4GMe wean wac#rod Trenches' in the sanitary sewers section of the
WSOOTIAPWA standard specifications, except that
rocks or lumps larger than 1" per fool of pipe diameter
0. Pipe - AreI1 hgtNletlen shall col be used In the backfill material.
6. See "Bedding Material for Flexible Pipe" in aggregates
section of the WSDOT/APWA standard specifications
for the material specifications.
Rigid Pipe NOTES:
1 Pipe compaction limits shown on this plan am for pipe
construction in an embankment. For pipe Construction
in a trench, the horizontal limits or the pipe Compaction
zone shall be the walls of the trench.
2. All steel and aluminum pipe and pipe -arches shall be
Installed In accordance with design A.
3. Concrete plpe w In elliptical reinforcement shall be O Backfill material placed in 0.5' loose layers and
Installed In accordance With design A. compacted to 95 %maximum density.
4. Concrete pipe, plain or with circular reinforcement. shall
be Installed with design A. Method B or C compaction (WSDOTIAPWA)
5. O.D. is equal to the outside diameter of a pipe or the standard specifications.)
outside span of pipe -arch. The dimensions shown as
OD. with T mxim aum shall be O.D. until O.D equals
i at which point 3' shall be used.
1'-0' for diameters 12" through 42" and spans through
50' 2'-0" for diameters greater than 42" and spans
greater than 50".
Pipe
Size
Min. dist.
between
barrels
circular pipe
conc., LCPE, CMP
(diameter)
12" to 24"
12"
30" to 96"
diam. i 2
102" to 180"
48"
pipe - arch
metal only
(span)
18" to 36"
12"
43' to 142"
span 13
148"to 199"
48"
STD. PLAN - 220.00
PIPE COMPACTION
y� "!! `•" DESIGN AND BACKFILL MARCH 2O08
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NOTE:
FACE OF CURB
-a 1? -
_5 1? _1'
12' R I' R. 124
I TOP OF
1?R. ROADWAY
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_ r-P
CEMENT CONCRETE
TRAFFIC CURB AND GUTTER
FACE OF ADJACENT CURB
-81?-- FLUSH WITH GUTTER
PAN AT SIDEWALK
RAMP ENTRANCE
1'.12 1 24
TOP OF
1 far R. ROADWAY
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DEPRESSED CURB SECTION
AT SIDEWALK RAMPS
3�
_ 5. _ CEMENT CONCRETE
12' R. I.R. SIDEWALK RAMP
VARIES OR LANDING
FROM ;
6'TOO
s-
1
319" PREMOLDED
JOINT FILLER
CEMENT CONCRETE
PEDESTRIAN CURB
AT SIDEWALK RAMPS AND Lµ DINGS
FACE OF ADJACENT CURB
SEE DEPRESSED Cute DETAIL THIS SHEET
124
TOP OF
T 11' I-R. ROADWAY
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DEPRESSED CURB SECTION
AT RESIDENTIAL DRIVEWAYS ONLY.
FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2
FACE OF CURB
_ 6
51? I'
112'R - _ I'R.
FACE OF ADJACENT CURB 1
TOP OF
m ROADWAY
• ► • GUTTER SURFACE
PREMOLDED
JOINT FILLER LE FULL -DEPTH B,M.
EXPANSION JOINT
1 CEMENT CONCRETE
TRAFFIC CURB
DEPRESSED CURB DETAIL
AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS
GENERAL NOTES
-
I See standard plain 102 end 101.1 for purD expansion aM mntraaron arm Sparing.
2 Expansion Joint shall be full depth. 3/e' (In.) premolded pint filler
3 Fm Depressed Wmighc Nn ay Curb a Gueer Sedon, See Stallard Plan 104.2
3M. PLAN - 101
DEPARTMENTT1(F:N'I'
UBl.lc MENT CEMENT CONCRETE CURBS
NOTES
1. Not used
2 All used
and landing edges shall be separately farm
3. Utilities structures that must remain are to be made
4 Utilities structures such as Vaults and }unction boar.
Pedestrian Cirrulatlon Route.
5 Drainage appurtenances, such as manholes, catch
An the street or the buffer sthP,
6 Ac ;essible Pedestrian access shall be provided far I
PUBLIC W'Oi'.;. I UTILITY
A e•` DEPARTMEti CEMENT CO
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`T/NG ENGXN��
.R(( Lrveeetman, Pubes N'aL. MmNaarab,
FAMOF MOF
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CONSTRUCTION NOTES AND DETAILS
11
UW MEDICINE - VALLEY MEDICAL CENTER
TALBOT ROAD TRAFFIC SIGNAL AND INTERSECTION IMRPOVEMENTS
T
PLAN MEW
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CATCH BRAN-NOTPXLUCW
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SECTION (A _
GENERAL NOTES: '
s � -
i. 1'IFa Ir1lerlt Of tlYs e?eBERrI IBiDa 1h6 FaRI0Y8I �� • .
of the oixb.
2. The Nit*@ anj0ft of the
adpvBnt BldBxl befri
1�nBlwl cart ::� • I ,I I
• 1 I tSCt4ETAIC VIEW
r �
CEMENT CONCRE're CURB 3w• - 101.1
&Mf * PUBLIC WORM Ug"AL1 ATiQN AT PRO D:
�i DEPARTMENT CATCH SABIM JC
a
P RAISEDEDGE DETAIL r-R r
[EYEI IT EXTvla eXrtYa14lt 1aealT�[11BE I•.r T-C ar�p PIe:YOIa(O ADNifurn
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, FlaHdpl{p GRAPE ,•Alp eeLOW
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ADLACENF TO CURB. T-e ,•.d IrA
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FOR W R fXRA4f
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PINATA-e[[ :7LwrMu.� _ e,r ■
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ADAACENT TO CUM Arrp RAILwG OR WALL 1�1111A11m
agelr FTIYR
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s1oEWA1K WIC ACM Iw
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il""MrWFOR culax. Ett M
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Fw 0Gbirt I• NR Molly Tp as CONdIErE
.•cI FDA F1AMe- FLulrPAxD
AOJACENT TOBUFFER STRIP
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NOTES � -
1. AaIe RIYIA111HT FedeEleD rrr • _
ea'wWlA mil ri-v eee al taWWu ^` ,' •. e1 WaEfYllx oAr •.�' A �:
Axe ARAeP[Iul aberlMlpna tTreW- .. .
Clltl VMA. PUN Bfww am l e . - •. - Ia�W AIEEI%N- X at[ P=o Ax f j ~
FFPanMrxKgHH nnh. Thx x rxMx Cr CONTRACTIONJOaiT
Alert be Itlh Weh MrAce. ell HAkl, .T
• .. JCMIIT FI'� FBA�I
MAIL • � ,
7 Merre&d.c Caaam[ Lw,une Curti and
LperwlM a nnad*-reAd In r..r. Fa D01B! releLenced NOTES see
ti uvrrn r Tiara x
MonoY�hc rnrent STD PLASM IN
CprHaHe [ore MWId Par N;DOTFq -
Surldsm Plan F-KI IU4:A Paved sudaees must canary VeM
3
STD PLAN 102 1 es aPPI bie E F11LL'I>FPM
Cmeretaw tr 4,000 FSI
EXPANSION JOINT
PUB11C WORKS CEMENT CONCRETE ' PIAN - 102
DEPARTMENT SIDEWALK f fQ e1117
_EXISTING ASPH/
PAVEMENT
SAWCUT
(SEE NOTE 2)
ARTERIAL STREET MINIMUM
7" HMA (or ACP Class 8)
(SEE NOTE 1), OVER
6" CRUSHED ROCK
RESIDENTIAL STREET MINIMUM I
4" HMA (or ACP Class B)
(SEE NOTE 1), OVER
6" CRUSHED ROCK
NOTES:
1. MUST MATCH EXISTING THICKNESS IF GREATER.
2. SAWCUT SHALL BE POSITIONED 1' - 0" BEYOND EDGE OF
DAMAGED PAVEMENT.
3. THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT
PLACEMENT AT THE GUTTER FACE. SEE STANDARD PLAN
FOR CEMENT CONCRETE CURBS.
STD. PLAN - 103
a
PUBLIC WORKS CURB AND GUTTER \ gp"
DEPARTMENT REPLACEMENT DETAIL Z
AiE
P.AICHED AIrA
t
A ' 1 p
I COVER I
t
/
COVER PER $Tp PLAN 401 � 1
(SEE NOTE 9)
SEAL WITH AR 4DOO OR APPROVED
EQUAL AND DRY SAND AFTER PPLP-,,N
PATCHING NTS
[%1T90E plAµEIER O
(SEE HOTS 9] ADJUSTMENT PIING AND X SEE NOTE 2
eor101A of FRAME
r A
MORTAR JOINTS) (3/8" MIN.-2' MAX.) ADJUSTMENT RING (I MIN). SEE
SEE NOTE 3 AND SPECIAL PROVISION NOTE 6.
7-05.3(I ).
SECTION A -A
NOTES
1. REMOVE PAVEMENT AND BASE MATERIALS FORA DISTANCE S. CONSTRUCTION AND ADJUSTMENT SHALL BE PERFORMED
WHICH IS E*JALIMD THE DIAMETER OF THE FRAME PLUS ONE ONLY BY A JOURNEYMAN MASON
FOOT IMIN.j. ADJUST CASTING FRAME TO PAVEMENT
SURFACE LASING RISER RINGS AND MORTAR. 6. ADJUSTMENT OF THE FRAME TO GRADE SHALL BE
ACCOMPLISHED WITH ADJUSTMENT RINGS AND MORTAR ONLY
2 REPLACE EXCAVATED MATERIAL WITH A MHBAUM OF 9- OF THE -USEDF SHOO M PROHIBITED.
HIM (LASS }• PG 04-22 (OR TO A DEPTH THAT IS 2' BELOW
THE BOTTOM OF THE UPPER AOJUS7I01ENT RING WHICHEVER T. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY
IS GREATER) OR AS APPROVED BY THE ENGINEER, TAPPING UNTIL FRAME RI FLUSH WITH PAVEMENT AS
DETERMINED WITH A STRAIGHT EDGE OF SUPFICIE:NT LENGTH.
3. ADJUSTMENT RINGS AND FRAME SMALL BE FULLY BEDDED IN
MORTAR MORTAR SHALL BE ASTM C270 FOR TYPE S. B- ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN
VISIBLE UPON COMPLETION.
A, MORTAR SHALL BE MOPED AND APPLIED PER
MANUFACTURERS DIRECTIONS, 9. X- V-D' MIN. TO 7Ji' MAX. • PER ENGINEER`S INSTRUCTiDN
r PUBLIC WORKS TYPICAL CONSTRUCTION STD. P7 AH - 108
�S DEPARTMENT AND ADJUSTMENT OF
MANHOLE RISERS �1
9A
VARIES- 4S MIN.
LANE LINE
MARKING � SAWCUT AFTER 6ACKFILL
DEPTH OF EXISTING PAVEMENT
2• - 6' HMA EDGE OF PAVEMENT, EpGE
(SEE kOTE 2) I' i' OF CURB & GUTTER. OR
MIN MR4. CENTER OF LANE MARKING
2- HMA (SEE NOTE 2) V CRUSHED SURFACING TOP COURSE
(CSTC) %OU.3-9(3)) PER WSOOT STANDARD
2' SAWCUT AND REMOVE SP_CIFCATIONS, COMPACTED TO 95%
OR PLANE, SEAL WITH MODIFIED PROCTOR
nR-40DDw
CSTC. BANK RUN GRAVEL FOR TRENCH BACKRLL
(9-03.19). GRAVEL BORROW (9-03.14(l)) PER
WSDOT STANDARD SPECIFICATIONS OR NATIVE
MATERIAL IF APPROVED IN WRITING BY ENGINEER
BASED ON GEOTECH REPORT, COMPACTED TO
WIDTH OF TRENCH AS REQUIRED BY SIZE OF 95% MODIFIED PROCTOR
PROPOSED IMPROVEMENT (SEE WSDOT
STANDARD SPECIFICATION 2-09.4) PLUS AN PIPE ZONE ]BEDDING MATERIAL AND COMPACTION A$
ALLOWANCE FOR ANY SHORING. SHORING, IF REQUIRED BY THE WSOOT STANDARD SPECIFICATIONS
NEEDED, SHALL MEET THE REQUIREMENTS OF FOR THE TYPE OF IMPROVEMENT INSTALLED. EXCEPT:
WWOT STANDARD SPECIFICATION 7-06.3(1)B �^ ^� • FOR STORM AND WATER PIPE, PER STD PLAN 220.0
• FOR SANITARY SEWER, PER S1D PLAN 405
TRENCH WIDTH FOR JOINT UTILITY TRENCH, SAND %NTH 95%
PASSING A g4 SIEVE AND LESS THAN 5% PASSING
A k200 SIEVE
NOTES
I WHEN EXISTING PAVEMENT IN A LAMP REQUIRING A FULL WIDTH REPLACEMENT IS BROKEN OR DETERIORATED
TO A PAVEMENT CONOMON INDEX RATING OF 70 OR LESS, THE EXISTING PAVEMENT IN THAT LANE, AND
FOR THAT DISTANCE SO CLASSIFIED, SHALL BE REMOVED AND REPLACED WITH HMA MATCHING THE DEPTH
USED IN THE EXISTING STREET OR THE DEPTH PER CITY STANDARD, WHICHEVER IS GREATER
2 PRINCIPAL/ MINOR/COLLECTOR. ARTERIAL, & INDUSTRIAL ACCESS STREETS - MATERIAL AND THICKNESS
SHALL BE HMA CL 4' PG 64-•22 AND MATCH EXISTING THICKNESS ANO IN NO CASE LESS THAH 6".
RESIDENTIAL ACCESS STREETS - HMA CL }' PG 54-22 THE THICKNESS SHALL BE THAT OF THE EXISTING
PAVEMENT SECTION AND IN NO CASE LESS THAN 4".
3. WHEN THE "SAWCUT AFTER BACKFILL" ENCROACHES INTO AN ADJACENT LANE, CURB & GUTTER OR
SMOULDER, THE AFFECTED LANE SHALL BE PLANED AND OVERLAID WITH HMA FULL WIDTH, THE CURB &
GUTTER SHALL BE REMOVED AND REPLACED. OR THE SHOULDER SHALL BE PLANED OR REMOVED AND
OVERLAID WITH HMA
4, IF TRENCH UNDERMINES EXISTING SIDEWALK AND/OR CURBS, THEN THE SIDEWALK AND/OR CURB SHALL K
REPLACED FROM EXPANSION JOINT TO EXPANSION JOINT
5- IF TRENCHING THROUGH EXISTING DRIVEWAY OR SIDEWALK RAMP, THE DRIVEWAY OR SIDEWALK RAMP SHALL
BE REPLACED TO MEET ADA STANDARDS.
TYPICAL LONGITUDINAL PATCH 31'B• PL&N - 110.1
PUBLIC WORKS FOR FLEXIBLE PAVEMENT OR I�iI
DEPARTMENT RIGID PAVEMENT WITH OVERLAY I
v
1
INITIAL 2' DEEP SAw(;UT OR CRIND. AND
LIMIT OF FINAL OVERLAY. GRIND AND PAVE
FULL STREET WIDTH OVERLAY REWIRED.
EDGE OF EXISTING PAVEMENT
EDGE OF TRAVELED LANE (EOCE STREE)
VARIES: 4.5' MIN (SEE STD PLAN IIO-1)
CENTER QF ANY MARKED LANE LINE,
PROVIDE NEW CHANNELIZATION AFTER OVERLAY
SECONDARY FOUL DEPTH SAWCUT FOR
P40POSED TRENCH
INITIAL 2" DEEP SAWCUT OR GRIND, AND
OMIT OF FINAL OVERLAY GRIND AND PAVE
FULL STREET WOTH OVERLAY REQUIRED
T
FOR TYPICAL SECTION AND NOTES SEE STANOAP.D PLAN 1tI3.1
PUBLIC WORKS REQUIRED sAMTCUT, GRIND AND 31D. PLAN - 110.2
I ;
DEPARTMENT OVERLAY FOR LONGITUDINAL TRENCHES ic- "-
SPECIAL NOTE
IN MIN MN I MIN
N THE EVENT TRANSVERSE PATCHES EXIST
"THIN TIE AFFECtED STREET, THE LENGTH
I I I
a THE PATCH SHALL BE EXTENDED TO
INCLUDE ANY EXISTING PATCH VATHIN 10
I I
FEET OF THE EDGE OF THE PATCH REOUIRED
M
FOR E NEW CROSSING µD ANY
I I
SUBSEQUENT PATCH EDGE tlIIMN 10 FEET
OF THE EDGE OF THE SECOND PATCH ANDI
I
SO ON UP TO A TOTAL OF 300 FEET
I
- FACE OF GUTTER OR
I
1
EDGE OF PAVEMENT
II
TRAFFIC FLOW
I 1
2' NITA
r
I I
CENTER LINE CH
LANE IINC
2' TO 6' HMA
I I
ram-
6.5' NIN
I' DEPTH OF
PLANING OR SAWLUT AND REMOVE
TVAPIES- 6.5' MIN .
VAi ES �'I
OF EXISTING PAVEMENT
r
NN I MM r1DEPTH
NM I YIN
,,7-7
.
T_
2' SAWCUr AND REMOVE J
OR PLANE. SEAL NINTH
AR-4DDDTI
1' - 6' MN MINA (SEE ROTE 2)
(EACH SIDE)
6' CRUSHED SURFACING TOP COURSE (CSTC)
2' "MA
(9- 03 9(3)) PER WSOOT STANDARD
SPECIFICATIONS. COMPACTED TO 95% MODIFIED
PROCTOR,
SAWCUT AFTER SACKFILL
(EACH SOE)
CSTC. BµK RUN GRAVEL FOR TRENCH BACKNLL
(9-0319). GRAVEL BORROW (9-03.14(1)) PER
WSOOT STANDARD SPECIFICATIONS OR NATIVE
MATERIAL IF APPROVED IN WRITING BY ENDINEER
BASED ON GEOtECH REPORT, COMPACTED TO 95%
moointD PROCTOR
MDTH OF TRENCH AS REQUIRED BY SIZE OF PROPOSEp
MOVEMENT (SEE WSDOT STANDARD SPECIFICATION 2-09 4)
PLUS AN ALLOWANCE FOR ANY SHORING SHORING. IF
NEEOED, SHALL MEET THE REOUINEMENTS OF WSDOT
�-- PIPE ZONE BEDDING MATERIAL- SEE STANDARD
TANDARD SPECIFICATION 7-00 3(118
PLAN 110.1
TRENCH WIDTH
FOR NOTES, SEE STANDARD PLAN 110.1
TYPICAL TRANSVERSE PATCH FOR
STD, PLAN - no
PUBLIC WORKS
0DEPARTMENT
FLEXIBLE PAVEMENT OR RIGID
PAVEMENT WITH OVERLAY
"'I-r'
lI
SEAL WITH AR 4000 OR APPROVED
EQUAL AND DRY SAND AFTER
PATCHING
PLAN
NTS
A
- DEPTH OF CLASS 'B"
ASPHALT TO BE 2" BELOW
BOTTOM OF THE UPPER
ADJUSTMENT RING OR A
MINIMUM OF 8" WHICHEVER
IS GREATER.
MORTAR JOINT(S) (3/8' MIN.) SEE J
L ADJUSTMENT RING (1" MIN.) OR
NOTE 3 AND SPECIAL PROVISION
BRICKS. SEE NOTE 4.
7-05.3(1).
SECTION
A -A
NOTES
1, REMOVE PAVEMENT AND BASE MATERIALS FOR A DISTANCE
3. ALL JOINTS BETWEEN THE CONE, ADJUSTMENT RINGS,
WHICH IS EQUAL TO THE DIAMETER OF THE FRAME PLUS FOUR
BRICKS AND FRAME SHALL BE GROUTED
FEET. ADJUST CASTING FRAME TO PAVEMENT SURFACE
USING RISER RINGS OR CONCRETE BLOCKS PER STD. PLAN
4. ADJUSTMENT OF THE FRAME TO GRADE SHALL BE
400.1
ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT
RINGS, BRICKS AND MORTAR ONLY. BRICKS SHALL BE
2 REPLACE EXCAVATED MATERIAL WITH A MINIMUM OF W OF
STAGGERED TO CREATE A RUNNING BOND OR 12 BOND THE
CLASS'B' ASPHALT OR TO A DEPTH THAT IS 2" BELOW THE
USE OF SHIMS IS PROHIBITED.
BOTTOM OF THE UPPER ADJUSTMENT RING WHICHEVER IS
GREATER OR AS APPROVED BY THE ENGINEER
STD. PLAN - 400.4
PUBLIC WORKS TYPICAL UTILITY COVER APPRoveb.
DEPARTMENT ADJUSTMENT FOR
PAVEMENT OR OVERLAY
8
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KENT, WA 98032 A, °� , sy��'c o
�P'- ^z S,RVEYED: "�"�NAVD19� CONSTRUCTION NOTES AND DETAILS DATE, / / 2i
(425)251-6222 � _ � IKIPoZDNTAL: HAD ,sB3i,as, os 27 � s
(425)251-8782 FAX I -� a DESIGNED: CITY 0 F
,Rj RENTON UW MEDICINE -VALLEY MEDICAL CENTER PAGE OK:
p�24661�0 ��� °RPWNzM TALBOT ROAD INTERSECTION UPGRADES DRAWING NO:01Sw
CIVIL ENGINEERING, LAND PLANNING, ass/ONALT�E�G\� 1 REVISED PER ASBUILT DRAWINGS ZTW 2 16 2tAPPR
ZTW CHECKED: ATFULLONE NG� DATUM Planning/Building/Public Works Dept. 400 SOUTH 43RD STREET
SURVEYING, ENVIRONMENTAL SERVICES IF NOT ONE INCH
NO. REVISION BY DATE APPROVED SCALE ACCORDINGLY RENTON, WA 98055 SHEET: R17 OF:20 Q
9 22 2020
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DRIVEWAYS TO BE 4000 PSI CONCRETE
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' PUBLIC WORKS CEMENT CONCRETE DRIVEWAY �;;�
DEPARTMENT ENTRANCE - TYPE R1 / 1/Y
e•w nnmerm,n, A„EkU coo,» Aemmnn•m.
WATER PLAN GENERAL NOTES Standard Plan No. 300
1, ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDmON OF THE CITY OF RENTON PUBLIC WORKS
STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT / APWA STANDARD SPECIFICATIONS, LATEST EDITION AS
AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE WHENEVER CONSTRUCTION
6 IN PROGRESS. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR
AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERM Us PRIOR TO CONSTRUCTION.
2, ALL EXISTING UTILITIES SHALL REMAIN I SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL
CALL 14W"24-SSSS TO VERIFY UTIL DY LOCATIONS BEFORE BEGINNING EXCAVATION.
3- ALL MATERIALS USED FOR THE CONSMUC ION OF WATER SYSTEM IMPROVEMENTS SHALL RE NEW AND UNDAMAGED, AND
"CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVE IN WRITING BY THE CITY OF RENTON PRIOR TD BRINGING ANY
MATERIALS ON-SLTL
4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT UNE DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWA C 151 AND C
10C PIPE JOINTS SHALL BE PUSH -ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250 AS
PER ANSI/AWWA C110/A21.10.82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH &MIL SLAM TUBE -TYPE,
POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS,
5, MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 361NCHES FOR PIPE DIAMETER OF 10-INCH OR LESS
AND 48 INCHES FOR PIPE DIAMETER OF 124NCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 60 INCHES,
ANY DEVIATIONS MUST BE APPROVED SY THE CrrY OF RENTON PRIOR TO CONSTRUCTION. WHERE Un UTY CONFLICTS OCCUR,
THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND To PROVIDE MINIMUM COVER -
III PE DEFLECTION SHALL NOT EXCEED ONE-HAUF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE USED. ALL TRENCH
BACKF ILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST
METH00 (MOD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT MDo IN UNPAVED
AREAS. ALL PIPE IONE COMPACTION SHALL BE 95 MOD.
6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, ;NSTAI"LE0 AND POURED IN PLACE IN ACCORDANCE WITH CITY OF
R ENTON STANDARD DETAILS AND SPED F ICATI DNS AND SHALL BE INSTALLED AT ALL VERTICAL AND HORIZONTAL BENDS, FITTINGS
AND BASE OF HYDRANTS. MEGA -LUGS (OR SIMILAR PRODUCT) MAY BE REQUIRED ON ALL MECHANICALIDINTS 1N ADDT ION TO
CONCRETE BLOCKING.
7. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING FLUSHED,
DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE
SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVE PLUGS,
CORPORATION STOPS, BLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT / BLOCKING FOR TESTING AND PURITY ACCEPTANCE. NO
CONNECTION SHALL RE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET -TAP VALVE TD AN EXISTING MAN UNTIL
THE NEW PIPING HAS BEEN FDA M-PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND FURRY TESTING.
8. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF ISO M ABOVE WORKING
PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING
THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE UN SHALL BE DISINFECTED, FLUSHED,
AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BY THE PUBLIC WORKS INSPECTOR.
9, THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTSAT LEAST 10 WORKING
DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER
MAIN AND FFIT NGS AT THE CONNECTION POINT BE FORE ORDERING THE NECESSARY ADAPTORS AND FITTINGS REQUIRED FOR
THE FINAL CONNECTION- THE CONTRACTOR SHALL E1(CAVATE• REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND
ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE EXISTING WATER SYSTEM. THE
CONTRACTOR SHALL PROVIDE AND INSTALL SACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION.
STPUBLIC
D. PLAN - 300.0
8 DF PAH WOk NTS WATER PLAN GENERAL NOTES
MARCH Z01°
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CONSTRUCTION NOTES AND DETAILS
FOR
UW MEDICINE - VALLEY MEDICAL CENTER
TALBOT ROAD TRAFFIC SIGNAL AND INTERSECTION IMRPOVEMENTS
n
CEMENT CONCRETE
.. GUTTER
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MEE
CEMENT
DEPRESSED M' 0`jT4C
CONCRETE -
CURB a GUTTER
SIDEI "
WE DETAIL Ilea WEETI
-
TYPE C28 - ISOMETRIC NEW
(COMMERCM , WITH BUFFER)
NOTES
1. When a d6vewsy width exceeds 15 fee; construct a full dapT
expernalon Joint with 3/11' joint Mar slersg ate ilmlaway lane lines
rACf aa•b
(seo std. plan 102). Construct expansion pinx parallel wri the
ss• c.
cahin ntarAne we required at 15 r"um spa�lg whin dilvewey
ca•Txse oN.oYT - .
`
widths axceed 3T
aTe Tswr a
6 KA
2 See etd. plan 102 for s'd-k details
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3. Curb sod guitar shown, other curt dealgrs rray be specified.
• • ' i 1
Sell plan 101 for curb detefla
: 1I/
4 Not used
r
5. The angl now wlll design all driveways to InC ude Centel al all
Noll: elalle'a+LOOmOKow-
points marked win symbol 'X' All eo,s'ions sre st the bads of
r•�•A •e ms"
OEPnESSED MGNGLINaC CURB A OUT TER DETAIL
curb top on uphill aide.
6 Not used
7 Fa Driveway Widths ass DRIVEWAY STANDARDS
(Seo NOTE 10). The ellper%,on join% (see sG plan 102) Shan be
spaced ss Shown In the carrespond!rg lsanwh view.
B Slopes Shall comply with sections R30321 a R303.2-2 or
FACE iF ADJACENT CUrW
R303-2 3 of the Rooked Dn0 Guidelines car Aox*i le Public
- 1'
Righbar Wsy of November 23,7005 (PROWAO).
'
9. Curb Mums for any Type C-MAX Dnvaway may be approved on
e oewltycaee basis
RSl1rIFACL
�'
10 STREET STANDARDS - Ramon Municipal code (RMC)
1• R
This IV Developmem ReauMbons
^
CHAPTER 6 STREET AND UTIUTY STANDARDS
section 4-"60 STNErT STANDARDS
DEPRESSED CURS DETAIL
AT RESIDE NTNL OR CCrakERLIAL DWYEriAYf, NO ALLEYS
DRIVEWAY STANDARDS• Renton Mu Ncipal Code Ill
rile N Development Aeautatiens
Driveway EXsrnple: TYPE C18
CHAPTER 4
R-.R•a4rrnw C-C . ,ems
CITY WIDE PROPERTY OLVELOPMENT STANDARDS
rumor dL•:r -
Section 4.40110 PARKING, LOADING AND DRIVEWAY
IMAx-..en• Cmnm." 1
REGULATIONS
A_fi"w ryr"rk'a seyl 9•"'°N°Bw
PUBLIC 1TORI..
CEMENT CONCRETE
DRIVIEWAY
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DEPARTMENT
JENTRANCES - NOTES AND DETAILS
TEMPORARY 2" GALVANIZED PIPE
AND 2" GATE VALVE
FINISHED GRADE ELEVATION
1I INSTALL 2" PLUG ON TOP BLIND FLANIJ_
AFTER REMOVAL OF POLYPIG
3 FT MIN. COVER (10-INCH DIAMETER AND UNDER)
4 FT MIN. COVER (12-INCH DIAMETER AND OVER)
I
NEW WATER MAIN POLYPIG
Utility Specifications
Water Utility Notes and Specifications
THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WATER LITILRY.
1. All work material shall be in conformance with the standards and specifications of the
City of Renton PlanIT! ng/Building/PubIic Works Department and the latest edition of the
WSDOT/APWA Standards and Specifications, as approved and modified by the City of
Renton in the Renton Standard Plans & Specifications. A set of approved plans Shall be
kept on site at all times during construction.
2. The hours of work in the street right of way shall be limited to 8:30 AM to 3:30 PM on
weekdays unless otherwise approved in writing by the Public Works Department at
(425) 430-7301. The Police Department, Fire Department, and 911 shall be notified 24
hours in advance of any work in the right of way.
3. All locations of existing utilities shown are approximate and it shall be the contractor's
responsibility to verify the true and correct location so as to avoid damage or
disturbance, For utility locates call 48-hour locators 800-424-5555.
4. An approved Traffic Control Plan is required t0 be Submitted at the Pre -Construction
meeting.
5. Datum for Vertical Control shall be North American Vertical Datum 1988 Meters, and for
Horizontal Control shall be North American Datum 1983/1991 Meters unless otherwise
approved by the City of Renton Public Works Department. Reference benchmark and
elevations are noted on the plans.
6. All watermain pipe is to be cement lined ductile iron pipe conforming to AWWA C110
and C111 or latest revision, thickness Class 52. Cement mortar Ilning and seal coating
shall conform to AWWA C104 or latest revision. Pipe joints to be push -on or mechanical
joint. Bedding to be Class C. All ductile iron pipe and fittings shall be polyethylene
wrapped per ANSI/AWWA C105/A21.5.93 Standards.
7 Cast Iron and ductile Iron fittings shall be cement lined, pressure rated as noted on
plans, and in accordance with ANSI/AWWA C110/A21.10-87. Cement lining shall be in
accordance with ANSI/AWWA C104/421/4-90. If fittings are 3 to 12 inches in diameter
and have mechanical joints, the fittings shall in accordance with either ANSI/AWWA
C110-A21.10-87 or ANSI/AWWA C153 A21.53-94. Three 3 inch to 12 inch diameter
fittings, which have mechanical joints and/or flanged joints, shall be in accordance with
ANSI/AWWA C11D/A21.10.87 or a combination of ANSI/AWWA Ci10/Ai21"10.87 and
ANSI/AWWA C153/A21.53-94 such that the portion of the fitting with a mechanical
jaint(s) may be with ANSI/AWWA C I 53/A2 I- S3-94 and that portion of the fitting with
flanged joints) shall be in accordance with AWWA C110/A21.10-87. Acceptance testing
in accordance with section 53.53 of ANSI/AWWA section 10-4,3 of ANSI/AWWA
C11O/A21.10-67 shall be obtained by the contractor and transmitted to the owner.
8. Gate valves shall be iron body, bronzed -mounted, double disc with bronze wedging
device and O-ring stuffing box (AWWA C500) or of resilient seated type (AWWA C509).
FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110 OR
COMPRESSION TYPE SUCH AS CLOW MEDALLION: M & H 929. MUELLER
SUPER CENTURION 200, AND WATEROUS PACER WITH 8" MECHANICAL
JOINT INLET WITH LUGS. 5-1/4" MAIN VALVE OPENING. TWO 2-1/2"
HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER
CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR,
4.875" SEATTLE THREAD X 5' STORZ. ATTACHED WITH 1/8" STAINLESS
STEEL CABLE. 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO
BE PAINTED WITH TWO COATS OF PAINT. KELLY-MOORE/PRESERVATIVE
PAINT No 57BO-563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR
APPROVED EQUAL PUMPER CONNECTION TO FACE ROADWAY OR AS
DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO
BE USED IF REWIRED.
MIN. 16" TO 20' BEHIND BACK OF
CURB OR 12" BEHIND BACK OF
3' SIDEWALK THAT IS ADJACENT TO
CURB
4.875' x 5" STORZ
5'x5'x6" THICK CONCRETE PAD AROUND
HYDRANT. FINISH TO MATCH SIDEWALK.
moo' EXPANSION JOINT AT
2,.1BACK SIDEWALK
�CONCC RETE SIDEWALK
OR PLANTING STRIP
36' MIN
I COVER
TWO-PIECE CAST IRON VALVE BOX WITH LUG
TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO.
STANDARD 8" TOP SECTION WITH REGULAR BASE
E
SECTION LENGTH TO FIT. VALVE NUT EXTENSION
AS REQUIRED.
RAISED PAVEMENT MARKER TYPE 68-A
STIMSONITE TWO-WAY BLUE REFLECTIVE
'.DNCRETE BLOCKING
Utility Specifications
Valves shall be designed for a minimum water operating pressure of 200 psi. Gate
valves shall be Clow List 14, Mueller Company NO. A2380 or M & H.
9. Fire hydrants shall be Corey type (opening with the pressure) or compression type
(opening against pressure) conforming to AWWA C-502-85 with a 6 inch mechanical
joint inlet and a main valve opening (MY.O.) of 5-1/4 inch, two 2-1/2 inch hose nozzles
with National Standard Threads 7-1/2 threads per inch and one 4 inch pumper nozzle
with the new Seattle Pattern 6 threads per inch, 60 degrees V. Threads: Outside
diameter of male thread 4.875 and root diameter 4.6263. Hydrants shall have a 1-1/4
inch pentagon operating nut opened by turning taunter Clockwise (left),
10. The two 2-112 inch hose nozzles shall be fitted with cast iron threaded caps with
operating nut of the same design and proportions as the hydrant stem nut. Caps shall
be fitted with suitable neoprene gaskets for positive water tightness under test
pressures.
11. The 4 Inch pumper nozzle shall be fitted with a Storz adapter, 4 inch Seattle Thread x 5
inch Storz. Storz adapter shall be forged and/or extruded 6061-T6 aluminum alloy,
hardcoat anodized. Threaded end portion shall have no lugs and two set screws 180
degrees apart. Storz face to be metal, no gasket to weather. Storz cap to have
synthetic molded rubber gasket, and shall be attached to hydrant adapter with 1/8 inch,
coated, stainless steel, aircraft cable.
12. Fire hydrants shall be painted with two coats of paint. Preservative paint number 43-
655 safety yellow or approved equal,
13. Pumper connection to face roadway assembly.
14. Fire hydrants shall be installed r G of Renton Standard Detail for Fire hydrants,
Y per N Y ,
latest revision.
15. All watemtains 10 Inches and smaller to maintain a minimum cover of 36 inches below
finish grade. All watermain 12 inches and larger shall be at a minimum of 48 inches
below finish grade. Where utility conflicts occur, watermains are to be lowered to Gear.
16. All watennains 6 inches and larger in diameter shall be Cleaned with pipe cleaning
"PIGS" prior to disinfection, The "Poly pigs" shall be Girard Industries Aqua Swab -AS or
approved equal, 2 lb/cu, ft. density foam with 90A durometer urethane rubber coating
on the rear of "PIG" only.
17. "PIGS" shall be cylinder shaped with bullet nose or square end. The contractor will
perform the cleaning operation.
18, All watermains and services shall be pressure tested to a minimum of 200 psi or 150 psi
over operating pressure, in accordance with the specifications of the City of Renton and
the Washington State Health Department. All pressure testing shall be done in the
presence of a representative of the City of Renton. The quantity of water lost from the
main shall not exceed the number of gallons per hour as listed in City of Renton
A A
f PLAN VIE>�
glWA1ER'I��
\\�
VALVE BOX LID WITH
EARS IN DIRECTION OF
2" SQUARE
WATER MAIN AND WORD
OPERATING NUT
"WATER" CAST INTO IT
12' MIN.
l8' MAX.
4" CONCRETE COLLAR FOR
VALVES IN PAVED AREAS
4-114" DIA.
12•
1/8 MIN. THICKNESS
SEE DETAIL
2 PIECE CAST IRON VALVE
BOX, RICH-SEATTLE TYPE
I" STEEL
OR OLYMPIC FOUNDRY
LENGTH AS REQUIRED
7
1 8" MIN. THICKNESS
2-1/4" INSIDE MEASUREMENT
I
2-1/4" DEPTH
SECTION A -A
VALVE OPERATING NUT
EXTENSION
Utility Specifications
Standard Plans & Specifications 7-11.3(11). The loss in pressure shall not exceed 5 psi
during the 2 hour test period.
19. All watermains and services shall be disinfected by the injection of a 50 ppm (minimum
concentration) chlorine/water solution. Dry Calcium Hypochlorite shall NOT be placed in
the pipe as laid. Chlorine shall be mete rted/injected in accordance with Section 7-
11.3(12)E or 7-11.3(12)F of the Standard Specifications referenced above.
20. A pre -construction conference is required prior to any construction. A minimum of five
(5) working days notice is required for scheduling.
21. Twenty-four (24) hours notice will be required prior to starting new construction.
22, It shall be the contractor's responsibility to secure all necessary permits prior to starting
construction.
23. Installation of corporate stops, water services, lines and meters shall not be done until
all service agreements, meter applications, construction permits, and payment of fees
have been made to the City of Renton.
24. All connection to existing mains is to be accomplished by the City of Renton, except wet
taps, which may be made by approved wet tap contractors with prior approval from the
Public Works Department. All necessary excavation and materials are to be supplied by
the contractor and be on -site prior to City notifications.
25. Inspection will be accomplished by a representative of the City of Renton. It shall be
the contractor's responsibility to notify Development Services twenty four (24) hours in
advance of backfilling all construction. The contractor, as well as the engineers, shall
keep as -built drawings.
26. Contractor to provide plugs and temporary blow -off assemblies for testing and purity
acceptance prior to final tie-in.
27. All joint restraint systems (shackle rods, nuts, bolts, etc.) shall be as manufactured by
the Star Manufacturing Company of Columbus Ohio, or equal, approved in wrlting by the
Public Works Department,
28. Asphalt and concrete street paving shall be sawcut to a minimum depth of two (2)
I Inches. 011 mat streets may be spade cut. All surface concrete pavement,sidewalks
Y Pa r
curb, gutters, and driveway approaches shall be sawcut to a minimum depth of two (2)
inches or removed to an existing expansion joint.
29. A temporary cold mix asphalt patch shall be placed an the day of initial excavation wlth
a permanent, sealed patch to be placed, to City of Renton policy, within 10 days. Call
for subgrade inspection prior to placement of final patch. *
30. For Cityprojects such as telemetry conduit the PVC i u shall be All chemical
P ] trY 1 pipe �
process lines shall be schedule 80 PVC pipe. Schedule 40 in unimproved areas and
schedule 80 PVC pipe under improved areas.
TESTING DETAIL
t 10 FT -
771n1r I
XISTING TEE, DEAD END LINE, CAP OR
-,0 NOT DISTURB BLOCKING
NEW WATER LINE
PLUG
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18215 72ND AVENUE SOUTH P�1 AADR U
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K E NT, WA 98032 A,`� 1 /�c1 SURVEYED: SCALE: DATE: LJ.J
(425)251-6222 HORIZONTAL- N D 1983/1991 CONSTRUCTION NOTES A N D DETAILS 09/27/19 2i
(425)251-8782 FAX DESIGNED: CITY OF
24661 RENTON UW MEDICINE -VALLEY MEDICAL CENTER PAGE -OK: >_
A f1d PAGE- °`��"z,w TALBOT ROAD INTERSECTION UPGRADES w
�FG l S T E��� ��� ONE INCH DATUM DRAWING N0: J
CIVIL ENGINEERING, LAND PLANNING, ss/DNA L FAG\ 1 REVISED PER ASBUILT DRAWINGS ZTW 2 16 20 ZTW CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. 400 SOUTH 43RD STREET J
SURVEYING, ENVIRONMENTAL SERVICES AS IF NOT ONE INCH
NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY RENTON, WA 98055 SHEU:R18 OF,
20 Q
9/22/20201 t
VERTICAL CROSS FOR POLYPIGGING STATION
SIZE OF VERTICAL CROSS SHALL BE THE SAME AS SIZE OF MAIN UNE
v'ERTICAL CROSS (MJ X FL)
FINE BLIND FLANGE ON TOP OF CROSS WITH 2" TAP & 2" TEMPORARY BLOW -OFF ASSEMBLY
REMOVE BLOW -OFF ASSEMBLY AND INSTALL 2" PLUG AFTER REMOVAL OF CLEANING "POLY -PIG")
ONE BLIND FLANGE ON BOTTOM OF CROSS
ONE PLUG (MJ) ON END OF CROSS
CONCRETE BLOCKING
ALL DEBRIS AND POLYPIGS SHALL BE REMOVED FROM SUMP OF VERTICAL CROSS BEFORE
DISINFECTION OF NEW WATER MAIN
PUBLIC WORKS POLY PIG STATION FOR CLEANING OF 7. PLAN - 300.6
(e-.
DEPARTMENT WATER MAINS
%I;\ICI I 2010
_ONCRETE
'HRUST BLOCH MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET.
AT VALVE F X M A -5 9 RESILIENT 5 AT
6' G E (L J) AWWA C O.E
6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT
2-3/4" COR-TEN STEEL TIE RODS.
16" x B" x 4' MININUM 1/2 YARD OF 1-1/4" WASHED DRAIN ROCK
CONCRETE BEARING V ABOVE BOOT FLANGE. PLACE 8 MIL
BLOCK UNDER HYDRANT POLYETHYLENE FILM AROUND TOP AND SIDES OF
GRAVEL.
FIRE HYDRANT ASSEMBLY
LEVEL ALL GROUND LEVEL ALL GROUN'�
MIN 3' RADIUS
MIN 3' RADIUS
ONE MAN ROCK
lill6 i 1 • ..
i 6
a P D 6 CONCRETE PAD
6" CONCRETE AD
CUT FILL
HYDRANT LOCATION IN CUT OR FILL
PUBLIC WORKS FIRE HYDRANT ASSEMBLY STD. PLAN - 310.1
®} DEPARTMENT
MARCH 2010
VALVE OPERATION NUT EXTENSION NOTE:
EXTENSIONS ARE REQUIRED WHEN VALVE NUT
IS MORE THAN THREE (3) FEET BELOW
FINISHED GRADE. EXTENSIONS ARE TO BE A
MINIMUM OF ONE (1) FOOT LONG. ONLY ONE
EXTENSION TO BE USED PER VALVE.
NOTE: ALL EXTENSIONS ARE TO BE MADE
OF STEEL, SIZED AS NOTED, AND PAINTED
WITH TWO COATS OF METAL PAINT.
VALVE MARKER NOTES:
VALVE MARKERS SHALL BE EQUAL
TO CARSONITE UTILITY MARKER
VALVE MARKER POST TO BE USED FOR ALL
MAIN LINE VALVES OUTSIDE PAVED AREAS
3�
T 3"
38" MIN.
WIDTH
WHITE POST
62"
lIT, IT
m$F' u
24"
1
VALVE MARKER POST
PUBLIC WORKS VALVE BOX. MARKER & OPERATING STD. PLAN - 330.1
®� DEPARTMENT NUT EXTENSION
MARCH 2010
VERTICAL CROSS (MJxFL) FOR POLYPIGGING
1-BLIND FLANGE ON TOP WITH 2"TAP & 2"PLUG
1-BLIND FLANGE ON BOTTOM
1-PLUG(MJ) W/2"TAP & 2" BLOW -OFF
TEMP. BLOCK
FINAL CONNECTION DETAIL
NEW WATER LINE
EXIST. WATER LINE � �� r-- 1
AFTER ALL TESTING, CLEANING BY POLYPIG AND DISINFECTION,
REMOVE TEMP. BLOCK & BLOW -OFF & CONNECT
TO EXISTING WATER LINE WITH SLEEVE (MJ)
AND D.I. SPOOLS
FINAL CONNECTION BY CITY FORCES
/U-I!,
° STD. PLAN - 300.5
PUBLIC' WORKS CONNECTION TO WATER MAIN
DEPARTMENTEXISTING TEE OR END LINE CAP{ARCH 2O10
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-RE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110 OR
COMPRESSION TYPE SUCH AS CLOW MEDALLION: M & H 929. MUELLER
SUPER CENTURION 200, AND WATEROUS PACER WITH 8" MECHANICAL
JOINT INLET WITH LUGS, 5-1/4" MAIN VALVE OPENING. TWO 2-1/2"
HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4PUMPER
CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR,
4.875" SEATTLE THREAD X 5" STORZ. ATTACHED WITH 1/8" STAINLESS
STEEL CABLE, 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO
BE PAINTED WITH TWO COATS OF PAINT, KELLY-MOORE/PRESERVATIVE
PAINT No. 57BO-563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR
APPROVED EQUAL PUMPER CONNECTION TO FACE ROADWAY OR AS
DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO
BE USED IF REQUIRED.
MIN. 18" TO 20" BEHIND BACK OF
CURB OR 12" BEHIND BACK OF
3' SIDEWALK THAT IS ADJACENT TO
CURB
4.875" ■ 5" STORZ
5'KS'W THICK CONCRETE PAD AROUND
HYDRANT, FINISH TO MATCH SIDEWALK
�e EXPANSION JOINT AT
2.1 BACK OF SIDEWALK
-CONORETE SIDEWALK
I '0PLANTING STRIP
36" MIN
TWO-PIECE CAST IRON VALVE BOX WITH LUG
TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO.
STANDARD 8" TOP SECTION WITH REGULAR BASE
SECTION LENGTH TO FIT. VALVE NUT EXTENSION
AS REQUIRED.
RAISED PAVEMENT MARKER TYPE 88-A
STIMSONITE TWO-WAY BLUE REFLECTIVE
CONCRETE BLOCKING
CONCRETE -� l
THRUST BLOCK MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET.
6" GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT
6" DUCTILE IRON PIPE. CLASS 52 CEMENT LINED, LENGTH TO FIT
2-3/4" COR-TEN STEEL TIE RODS.
115 x 8" x 4' MININUM �;�2 YARD OF 1-1/4" WASHED DRAIN ROCK
CCONCRETE BEARING ABOVE BOOT FLANGE. PLACE 8 MIL
a.00K UNDER HYDRANT POLYETHYLENE FILM AROUND TOP AND SIDES OF
GRAVEL
FIRE HYDRANT ASSEMBLY
-- - LEVEL ALL GROUND LEVEL ALL GROIN'
MIN 3' RADIUS MIN 3 RAOIU°.
ONE MAN ROCK L
®. 6" CONCRETE PAD I, CONCRETE PAD
-4
CUT FILL
HYDRANT LOCATION IN CUT OR FILL
e PUBLIC WORKS FIRE HYDRANT ASSEMBLY STD. PLAN - 310.1
DEPARTMENT
MARCH 2O10
INSTALL SIGN PER
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CONSTRUCTION NOTES AND DETAILS
FOR
UW MEDICINE -VALLEY MEDICAL CENTER
TALBOT ROAD TRAFFIC SIGNAL AND INTERSECTION IMRPOVEMENTS
FMARKEI, rMARKER
1�
_'NO LANE ROAD UFFSET ON SIDE STREETS WHERE THE
MARKER TO INDICATE HYDRANT IS WITHIN 20' OF A
WHICH SIDE OF STREET MAIN TRAVELED STREET, THE
HYDRANT IS ON (4" FROM MARKER IS TO BE INSTALLED
DOTS OR PAINTED LINE) ON THAT MAIN STREET
MARKER
t4nFKrc
4
FOUR LANE ROAD OFFSET
FIVE LANE ROAD OFFSET
MARKER TO INDICATE WHICH
MARKER TO INDICATE WHICH
SIDE OF STREET HYDRANT IS
SIDE OF STREET HYDRANT IS
ON (4" FROM DOTS OR
ON (4" FROM DOTS OR
PAINTED LANE DIVIDER)
PAINTED LANE DIVIDER)
HYDRANT MARKERS
7
fAmmm
-► 4'
RAISED PAVMEINT MARKER TYPE 88 AB
STIMSONITE TWO-WAY (BLUE)
( PUBLIC WORKS �• PLAN - 310.3
Ill 4O• DEPARTMENT HYDRANT MARKER LAYOUT
MARCH 2O10
STENCILED SIGN
HEIGHTS ACCORDING TO LOCAL REQUIREMENTS
IF SIGN IS LOCATED IN PEDESTRIAN TRAFFIC,
LOCATE BOTTOM OF SIGN AT +6'-8" ABOVE
WALKING SURFACE
FLEXIBLE POST ON SHORT POLE INSTALLATIONS
ZUMAR INDUSTRIES (800) 426-7927 OR
2" 0 STEEL POLE ON INSTALLATIONS ABOVE 5'-0"
MARKING DETAIL (Accessible Parking)
NOT TO SCALE
18215 72ND AVENUE SOUTH
KENT, WA 98032
(425)251-6222
(425)251-8782 FAX
CIVIL ENGINEERING, LAND PLANNING,
SURVEYING, ENVIRONMENTAL SERVICES
�1 SAD
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11-1/4- BEND 22-1/2' BEND 45' BEND
CAP
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11
•gyp THRUST BLOCK BE-NG
AREA REFEtiS TO THE
FACE OF BLOCK MEASURED
IN SQUARE FEET
1�LOC`ATON AND SIZE OF BLOCKING FOR PIPE LARGER THAN 12"DIAMETER AND FOR SOIL TYPES
DIFFERENT THAN SHOWN SHALL BE DETERMINED BY THE ENGINEER.
2. ALL BLOCKING SHALL BE POURED IN PLACE AGAINST UNDISTURBED NATIVE GROUND
3. ALL POURED THRUST BLOCKS SHALL BE BACKFILLED AFTER MIN. I DAY- PRESSURE TESTING
SHALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL COMPRESSIVE STRENGTH.
A. ALL BLOCKING SHALL BE CONCRETE CL 5 (1-1/2').
5. BLOCKING AGAINST FITTINGS SHALL BEAR AGAINST THE GREATEST FITTING SURFACE AREA
POSSIBLE. BUT SHALL NOT COVER OR ENCLOSE BELL ENDS, JOINT BOLTS OR GLANDS
REASONABLE ACCESS TO BOLTS AND GLANDS SHALL BE PROVIDED.
CONCRETE BLOCKING FOR STD. PLAN - 330.2
PUBLIC WORKS HORIZONTAL AND DOWNWARD
DEPARTMENT VERTICAL BENDS
MARCH 2O10
F1.
I
THRUST BLOCK BEARING AREA IN SWARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS
RM SILT OR
SOIL FIRM SILTY SANG COMPACT SAND CCNPACT SANG k GRAVEL
90' 45' BEND 11 1/4' 90' a5' BEND 11 1/4' 90' 15' BEND 11 1/1'
FITTING BEND TEE CAP OR PLUG h 22 1/2' BEND TEE CAP OR PLUG k Z2 1/2' BEND TEE CAP OR PLUG B: 22 1/2'
BEND BEND BEND
4 7.0 4-2 4.2 1.7 2 9 21 2.1 /.0 2.2 1.6
B 13. 9.4 9-a 8 6.7 4,7 4.7 1.9 5.0 3.5
B 23.3 ifi.7 18.7 e. 11. 8.4 8 4 3-4 B.B fi.3 fi.3 2.5
12 53.0 37.5 }7.5 15.0 26.5 'Be.1 7.5 20.0 14.0 1L.0 5.6
AREAS CALCVLATED ON 300 PSI TEST PRESSURE. 3'-O" MIN. COVER FOR WATERMAIN LESS THAN 12-.
4'-0" MIN. COVER FOR WATERMNN 12" OR GREATER,
MAX. HOGHT OF THRUST BLOCK (Ft) = D,5 . DEPTH OF TRENCH
MIN. HEIGHT OF THRUST BLOCK (FT) = O.D. PIPE + 1.0'
3/8"
3/8"
3/4"
N
11(
to i
N
N
s" WHITE PAINT FIGURE
13-0,0
PAINT
-� CONTRASTING
BLUE
BACKGROUND
WHITE BORDER
PAVEMENT INTERNATIONAL SYMBOL OF ACCESSIBILITY NOTES:
A. SYMBOL TO BE CENTERED ON WIDTH OF PARKING STALL.
B. BOTTOM OF SYMBOL TO BE LOCATED FLUSH WITH ACCESS
DRIVE,CENTERED ON PARKING SPACE.
C. SYMBOL IS REQUIRED TO CONTRAST WITH BACKGROUND.
INTERNATIONAL SYMBOL OF ACCESSIBILITY
NOT TO SCALE
1 REVISED PER ASBUILT DRAWINGS
NO. REVISION
SURVEYED:
DESIGNED:
DRAWN: ZTW
ZTW
ZTW 2 16 20 ZTW CHECKED:
AS
BY DATE APPR APPROVED:
AS
SCALE:
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
NOT EXCEED 2%
MAXIMUM SLOPE IN -
ANY DIRECTION SHALL
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STENCILED SIGN
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PARKING SIGN
(DETAIL 3A)
N
CURB
STOP
PARKING AREA
4" WIDE BLUE
STRIPE (TYP).
SEE SITE PLAN
NO PARKING
Z
'ALIGN
9'-0" (VAN
E
ADA PARKING REQUIREMENTS
NOT TO SCALE
CITY OF
R
RENTON
Planning/Building/Public Works Dept.
ACCESS AREA
4" WIDE PAINTED
STRIPES (TYP.)
W-399103 R-3991 18
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
CONSTRUCTION NOTES AND DETAILS
UW MEDICINE -VALLEY MEDICAL CENTER
TALBOT ROAD INTERSECTION UPGRADES
400 SOUTH 43RD STREET
RENTON, WA 98055
DATE:
09/27/19
FIELDBOOK:
PAGE
R19
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18215 72ND AVENUE SOUTH
KENT, WA 98032
(425)251-6222
(425)251-8782 FAX
CIVIL ENGINEERING, LAND PLANNING,
SURVEYING, ENVIRONMENTAL SERVICES
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TALBOT ROAD TRAFFIC SIGNAL AND INTERSECTION IMRPOVEMENTS
I �
I I o
I I c
I I EX. UTILITY VAULT X /
3 I NEW PEDESTRIAN CURB, ADJUST RIM TO NEW FG
I I I I d/ '� �� o• 104.62
104.68t ME %
TERMINATE NEW CURB I 104.72 { I ® EXISTING CURB / 104.61 t ME
105.16 TOP OF BOLT
1104.65' EX. TRAFFIC SIGNAL POLE BASE TO REMAIN
I ' s EL=104.99 I
3 M l 105.16 TOP OF BOLT
4'_ 105.17 TOP OF BOLT I
1O7 D' 104.74E ME
I I
I 105.18 TOP OF BOLT
/ 104.67t ME
I 3 104.21 FLt ME �� 9 �9 �° EX. UTILITY VAULT
I 104.59 TCt ME
1 os ADJUST RIM TO NEW FG
I / ho
/ I
/ I
3
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3
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/
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VA
I / 104.36 FL i _Q? ' > / o?? I II
3 T04.64 TIC ` I
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EX. PEDESTRIAN PUSH 0. p PORTION OF EX. CURB TO BE REMOVED
I ��� I WIN LIMITS OF NEW SIDEWALK
I = / ( BUTTON. ADJUST TO o1.6% oy / I
I / 1 NEW FINISH GRADE I % q 8 104.6 / TERMINATE NEW CURB
I/ \ .� C� EXISTING CURB
I 104.58 TC i
(f� p
3 / \� .pg ,� 105.62E ME ��
Q N / I 106.08t ME
I U PARALLEL CURB RAMP �g
Q / I
PER WSDOT STD PL
A 1 4. 4 F 8
N
•?9•
I C, m TIC
_ F-40.12-03 104.64 Tp
CO
co
I 0 `-' I I I I NEW CURB
3 m I PROTECT EXISTING EDGE OF PAVEMENT. AND GUTTER 105.40 FLf ME
I J / IF ANY PAVEMENT DISTURBANCE NEW CONCRETE 105.73 TCf ME
' Q I OCCURS, GRIND AND OVERLAY EX. SIDEWALK
I ASPHALT TO THE NEAREST LANE LINE.
/ o
3 � I
l j I
3 ° o I
I I
I
I
3 CO o
I c I
I I
I PROTECT EXISTING EDGE OF PAVEMENT.
I IF ANY PAVEMENT DISTURBANCE
OCCURS, GRIND AND OVERLAY EX.
co coASPHALT TO THE NEAREST LANE LINE.
EX. PEDESTRIAN PUSH NEW CURB
BUTTON. ADJUST TO AND GUTTER
NEW FINISH GRADE
_ W
3 �J
1C
PARALLEL CURB RAMP -
PER WSDOT STD PLAN
F-40.12-03
/ 105.03 TCt M
F
/ 4
/ LIMITS OF NEW CONC.
/ SIDEWALK. ADJUST AS CO
I �qD
NEEDED TO NEAREST
EXPANSION JOINT.
/
/ INSTALL WEEPHOLE IN EXISTING
/ CURB AT LOW POINT.
CONTRACTOR TO FIELD VERIFY
/ LOCATION PRIOR TO INSTALLATION o
/ EX. PEDESTRIAN PUSH
BUTTON TO RE MA IN. t j
I a al
3
1 REVISED PER ASBUILT DRAWINGS
NO. I REVISION
0
105.0(
�Q 105./
`"o D A �-
7.7%
105.00
p 105.27t
,L
7.6%
105.0
3
I � /
3
/ I /
/
I
3
/
as
VA
I / 104.36 FL i _Q? ' > / o?? I II
3 T04.64 TIC ` I
I /
EX. PEDESTRIAN PUSH 0. p PORTION OF EX. CURB TO BE REMOVED
I ��� I WIN LIMITS OF NEW SIDEWALK
I = / ( BUTTON. ADJUST TO o1.6% oy / I
I / 1 NEW FINISH GRADE I % q 8 104.6 / TERMINATE NEW CURB
I/ \ .� C� EXISTING CURB
I 104.58 TC i
(f� p
3 / \� .pg ,� 105.62E ME ��
Q N / I 106.08t ME
I U PARALLEL CURB RAMP �g
Q / I
PER WSDOT STD PL
A 1 4. 4 F 8
N
•?9•
I C, m TIC
_ F-40.12-03 104.64 Tp
CO
co
I 0 `-' I I I I NEW CURB
3 m I PROTECT EXISTING EDGE OF PAVEMENT. AND GUTTER 105.40 FLf ME
I J / IF ANY PAVEMENT DISTURBANCE NEW CONCRETE 105.73 TCf ME
' Q I OCCURS, GRIND AND OVERLAY EX. SIDEWALK
I ASPHALT TO THE NEAREST LANE LINE.
/ o
3 � I
l j I
3 ° o I
I I
I
I
3 CO o
I c I
I I
I PROTECT EXISTING EDGE OF PAVEMENT.
I IF ANY PAVEMENT DISTURBANCE
OCCURS, GRIND AND OVERLAY EX.
co coASPHALT TO THE NEAREST LANE LINE.
EX. PEDESTRIAN PUSH NEW CURB
BUTTON. ADJUST TO AND GUTTER
NEW FINISH GRADE
_ W
3 �J
1C
PARALLEL CURB RAMP -
PER WSDOT STD PLAN
F-40.12-03
/ 105.03 TCt M
F
/ 4
/ LIMITS OF NEW CONC.
/ SIDEWALK. ADJUST AS CO
I �qD
NEEDED TO NEAREST
EXPANSION JOINT.
/
/ INSTALL WEEPHOLE IN EXISTING
/ CURB AT LOW POINT.
CONTRACTOR TO FIELD VERIFY
/ LOCATION PRIOR TO INSTALLATION o
/ EX. PEDESTRIAN PUSH
BUTTON TO RE MA IN. t j
I a al
3
1 REVISED PER ASBUILT DRAWINGS
NO. I REVISION
0
105.0(
�Q 105./
`"o D A �-
7.7%
105.00
p 105.27t
,L
7.6%
105.0
L INSTALL CURB ALONG
v
EX. EDGE OF SLAB
105.69E ME
EX. BLOCK WALL
SURVEYED:
DESIGNED:
ZTW
DRAWN: ZTW
ZTW 2 16 20 ZTW CHECKED:
AS
BY DATE APPR APPROVED:
AS
S 177TH ST.
(PUBLIC)
NEW CONCRETE
SIDEWALK
- TERMINATE NEW CURB
0 EXISTING CURB
NEW PEDESTRIAN CURB
ME EX. UTILITY VAULT
ADJUST RIM TO NEW FIG
EX. TRAFFIC SIGNAL
FOUNDATION TO REMAIN
VERTICAL: NAVD 1988
1 =5 HORIZONTAL NAD 19a3/1991
ONE INCH DATUM
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
____ -1-1
CITY OF
RENTON
Planning/Building/Public Works Dept.
NOTES:
1. ANY J-BOX IN LANDING WILL NEED TO HAVE A NON-SKID LID INSTALLED.
2. J-BOXES MUST HAVE 1' CLEARANCE TO ANY CURBING OR WALL. CONTRACTOR TO
VERIFY AND ADJUST AS NECESSARY.
3. THERE MUST BE 5-8" OF CLEARANCE BETWEEN THE CONDUITS AND J-BOX LID.
ADJUST AS NEEDED WHEN LOWERING J-BOXES.
4. TERMINAL CANS ON SIGNAL POLES MUST HAVE 7-FT OF CLEARANCE. CONFIRM
CLEARANCE AND RAISE AS NEEDED.
R-3 9 91 19
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
SIGNAL FOUNDATION MODIFICATION PLAN
UW MEDICINE -VALLEY MEDICAL CENTER
TALBOT ROAD INTERSECTION UPGRADES
400 SOUTH 43RD STREET
RENTON, WA 98055
DATE:
09/27/19
PAGE:
SHEET` OF:
R20 20
C)