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Surface Water Standard Plan Notes and Example of Construction
Sequence
Surface Water Standard Plan Notes
1. These notes shall appear on projects for the surface water utility.
2. Before any construction or development activity occurs, a pre -construction meeting
must be held between the City of Renton plan review section and the applicant.
3. All design and construction shall be in accordance with the Renton Municipal Code
(RMC), the latest edition of the Standard Specifications for Road, Bridge and
Municipal Construction prepared by WSDOT and the American Public Works
Association (APWA), as amended by the City of Renton Public Works Department. It
shall be the sole responsibility of the applicant and the professional civil engineer to
correct any error, omission or variation from the above requirements found in this
plans. all corrections shall be at no additional cost to the City.
4. Approval of this road, grading, parking and drainage plan does not constitute an
approval of any other construction (e.g. domestic water conveyance, sewer
conveyance, gas, electrical, etc.)The surface water drainage system shall be
constructed according to the approved plans, which are on file in with the City. Any
deviation from the approved plans will require written approval from the City of
Renton Public Works Department, Surface Water Utility Section.
5. A copy of these approved plans must be on the job site whenever construction is in
progress.
6. Grading activities (site alteration) are limited to the hours of 7 a.m. to 7 p.m.
Monday through Saturday and no work on Sunday is allowed, unless otherwise
approved with a written decision by the City of Renton.
7. It shall be the applicant's/contractor's responsibility to obtain all construction
easements necessary before initiating off -site work. Easements require City review
and approval prior to construction.
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
of Chapter 4 of the Surface Water Design Manual are submitted to the City of
Renton.
9. Datum shall be NAVD 88 unless otherwise approved by the City of Renton.
Reference benchmark and elevations are noted on the plans.
10. Any dewatering system necessary for the construction of stormwater facilities musk
be submitted to the City for review and approval.
11. All utility trenches and roadway subgrade shall be backflled and compacted to
95 percent density, standard proctor.
12. Open cutting of existing roadways for non -franchised utility or storm drainage work
is not allowed unless specifically approved by the City of Renton and noted on these
approved plans. Any open cut shall be restored in accordance with the City of
Renton trench restoration standards.
13. All sedimentation/erosion facilities must be in operation prior to clearing and building
construction, and they must be satisfactorily maintained until construction is
completed and the potential for on -site erosion has passed.
14. All retention/detention facilities must be installed and in operation prior to or in
conjunction with all construction activity unless otherwise approved by the Public
Works Department, Surface Water Utility Section.
15. All pipe and appurtenances shall be laid on a properly prepared foundation in
accordance with the current State of Washington Standard Specification for Road
and Bridge Construction. This shall include necessary leveling of the trench bottom
or the top of the foundation material, as well as placement and compaction of
required bedding material, to uniform grade so that the entire length of the pipe will
be supported on a uniformly dense, unyielding base. All pipe bedding shall be APWA
Class "C", with the exception of PVC pipe.
16. Steel pipe shall be aluminized, or galvanized with asphalt treatment #1 or better
inside and outside.
17. All drainage structures, such as catch basins and manholes shall have solid locking
lids. All drainage structures associated with a permanent retention/detention facility
shall have solid locking lids.
18. Building and other structures shall be placed in accordance with Table 4.1 Easement
Widths and Building Setbacks Lines.
19. All catch basin grates shall be depressed 0.10 feet below pavement level.
20. All driveway culverts located within City of Renton right-of-way shall be of sufficient
length to provide a minimum 3:1 slope from the edge of the driveway to the bottom
of the ditch. Rack for erosion protection of roadside ditches, where required, shall be
of sound quarry rock placed to a depth of one (1) foot and must meet the following
specifications:
4 - 8 inch rock / 40 - 700/o passing;
2 - 4 inch rock / 30 - 40% passing; and
less than 2 inch rock / 10 - 20% passing.
21. All building downspouts and footing drains shall be connected to the storm drainage
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.
FIBERMESH REINFORCING
6" PORTLAND CEMENT CONCRETE
ROC
C
COMPACTED DEPTH CRUSHED
SURFACING BASE COURSE
Q, O
v d d ° c
0
0 0° ° a °o o 0 00 0 0 0° o
ao°0o 0 ° 0° 0 0 0 0° 000 go 00 00 °aco
8 o
C
12" SUBGRADE COMPACTED TO 95%
CONCRETE PAVING SECTION
NOT TO SCALE
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42
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<T�HG ENG
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
FOR
MEDI INE - VALLEY
UW MEDICAL CCENTER
22. Drainage outlets (stub -outs) shall be provided for each individual lot, except for MEDICAL OFFICE BUILDING EXPANSION
those lots approved for infiltration by the City. Stub -outs shall conform to the
following:
a. Each outlet shall be suitably located at the lowest elevation on the lot, so as to
service all future roof downspouts and footing drains, driveways, yard drains,
and any other surface or subsurface drains necessary to render the lots suitable
for their intended use. Each outlet shall have free -flawing, positive drainage to
an approved stormwater conveyance system or to an approved outfall location.
b. Outlets on each lot shall be located with a five -foot -high, 2" x 4" stake marked
"storm" or "drain". The stub -out shall extend above surface level, be visible, and
be secured to the stake.
c. Pipe material shall conform to underdrain specifications described in Chapter 4 of
the Surface Water Design Manual and, if non-metallic, the pipe shall be placed in
a trench with a tracing wire above or other acceptable detection.
d. Private drainage easements are required for drainage systems designed to
convey flows through individual lots.
e. The applicant/contractor is responsible for coordinating the locations of all stub -
out conveyance lines with respect to other utilities (e.g. power, gas, telephone,
television).
f. All individual stub -outs shall be privately owned and maintained by the lot home
owner.
g. Storm drainage pipe systems shall not penetrate building foundations, except for
sump pump discharge lines used to drain crawl spaces, provided the sump pump
system includes backflow prevention or a check Valve.
23. All disturbed pervious areas (compacted, graded, landscaped, etc.) of the
development site must demonstrate one of the following: The existing duff layer
shall be staged and redistributed to maintain the moisture capacity of the soil, OR;
Amended soil shall be added to maintain the moisture capacity.
24. Proof of liability insurance shall be submitted to the City prior to construction permit
issuance.
25. €ssuance of the building or construction permits by the City of Renton does not
relieve the owner of the continuing legal obligation and/or liability connected with
storm surface water disposition. Further, the City of Renton does not accept any
obligation for the proper functioning and maintenance of the system provided during
construction.
26. The Contractor shall be responsible for providing adequate safeguard, safety
devices, protective equipment, flaggers, and any other needed actions to protect the
life, health, and safety of the public, and to protect property in connection with the
performance of work. Any work within the traveled right-of-way that may interrupt
normal traffic flow shall require a traffic control plan approve by the Public Works
Department, Transportation Systems Division. All sections of the WSDOT Standard
Specifications 1-07-23 Traffic Control shall apply.
27. Project located within the aquifer protection area (APA) shall comply with Special
Requirement #6 of the Surface Water Design Manual and Aquifer Protection
Regulations (RMC 4-3-050).
RESERVED
PARKING
(WHITE)
(BLUE)
INSTALL SIGN PER 12"x 18" SIGN
CBC 112913.4 STATE DISABLED PARKING
PERMIT REQUIRED TEXT ACCORDING T
LOCAL JURISDICTIO
VAN REQUIREMENTS
�1 SAD
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ST�E
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a Y MIN. FINE
z_zZ¢ $250 Y
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o�mo C, (Z
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w �
STENCILED SIGN
o w o w HEIGHTS ACCORDING TO LOCAL REQUIREMENTS
¢Wow IF SIGN IS LOCATED IN PEDESTRIAN TRAFFIC,
o Z LOCATE BOTTOM OF SIGN AT +6'-8" ABOVE
w `<"QN� = WALKING SURFACE
=
FLEXIBLE POST ON SHORT POLE INSTALLATIONS
ZUMAR INDUSTRIES (800) 426-7927 OR
MARKING DETAIL (Accessible Parking)
NOT TO SCALE
2 IREVISED PER AS -BUILT CONDITIONS
CP-03
Vile]
REVISION
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0
4"
6' 2 1 /2"
TWO #3 BARS
z I I
9 13/16" HOLES 8„ MIN.
PLAN VIEW 10" MAX.
NON -SHRINK
GROUT
I I.- - - - - - - - - - - - - -- L
I I
'ED
ELEVATION 2" 3:1 SAND AND
CLEARANC__J L
E ' ' CEMENT GROUT 00 z
1" DEPTH
(TYP.)
TWO #6 BARS-////[
ATTACHMENT DETAIL
CONCRETE CURB STOP
NOT TO SCALE
PARKING SIGN
(DETAIL 3A)
NOT EXCEED 2%
MAXIMUM SLOPE IN -
ANY DIRECTION SHALL
CURB
STOP
PARKING AREA
4 WIDE BLUE
STRIPE (TYP).
36"x36"
STENCILED SIGN
(DETAIL 313)
NO PARKING
/z_
ALIGN
9'-0" (VAN)
SEE SITE PLAN 5'-0" CAR
ADA PARKING REQUIREMENTS
NOT TO SCALE
3 �1%��
7X' 3 5
pa ■■■■w
u■
1
1 3'-0" / 1
ACCESS AREA
4" WIDE PAINTED
STRIPES (TYP.)
N
(�1
/WHITE PAINT FIGURE
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
SURVEYED:
DESIGNED:
zw
ZTW 10/28/2C ZTW DRAWN: Z1 W
ZTW 4/2/18 ZTW CHECKED:
AS
BY DATE APPR APPROVED:
AS
SCALE:
N/A
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL NAVD 1988
HORIZONTAL' NAD 1983/1991
DATUM
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
THE TOP OF SIDEWALK-, TOOLED JOINT-,
X % ,I -
2" COMPACTED DEPTH CRUSHED
ROCK BASE COURSE
COMPACTED BASE TO 95% DENSITY
TYPICAL SECTION
IN LAWN AREAS
NOTES
SL
E
OPE 1 % MIN.
a
� d p
o 00 0o a so 0 00
1 " RADIUS ON EDGE
6', ADJACENT PAVEMENT
Q0
a I (0 00
N
vd a / 90 g 'o�o� °� �--I o °° °.0 °°
TYPICAL SECTION
ADJACENT TO DRIVES
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.
ON -SITE CONCRETE SIDEWALK W/6" RAISED CURB
NOT TO SCALE
3" COMPACTED DEPTH HMA PAVEMENT
6" COMPACTED DEPTH CRUSHED
SURFACING BASE COURSE (CSBC)
Oub uuuu O o uo 0 0 uu u`� 0`
�o °o
000 00 0 °° ° °0 080 0 0 0 0 0° 0
o 00 0 0 00 000 000 00 00 1;�Rc
° 0 080 0 0 0 0 °00 0 00 0 0
0 0 00 000 o00 00 00 0 0 00
COMPACTED BASE
PAVEMENT SECTION
NOT TO SCALE
all A" MIN
TYPICAL LOCATION
OF SPOT ELEVATIONS ASPHALT
EXTRUDED CEMENT CONCRETE CURB DETAIL
NOT TO SCALE
SLAB ON GRADE
(PER STRUCTURAL DRAWINGS)
#10 CRUSHED STONE
o °o 0 oa Z
CRUSHED ROCK, OMIT o - o
GLACIAL TILL
MIRAFI 140N GEOTEXTILE ON 3 SIDES /
4" PERF. PIPE
3/4"-1 Y2" WASHED ROCK
SOILS PREPARED PER 18\/
GEOTECHNICAL REPORT
UNDER SLAB DRAIN DETAIL
NOT TO SCALE
CONSTRUCTION RECORD
DRAWING
THIS CONSTRUCTION RECORDING DRAWING IS A
COPY OF THE APPROVED CONSTRUCTION
DRAWINGS PREPARED BY BARGHAUSEN
CONSULTING ENGINEERS, INC AND HAS BEEN
EDITED TO REFLECT ASBUILT CONDITIONS. THE
INFORMATION PROVIDED ON THESE RECORD
DRAWINGS IS A COMBINATION OF FIELD
SURVEYED INFORMATION AND DOCUMENTED
FIELD REVISIONS.
AnkL
CITY OF
RENTON
Planning/Building/Public Works Dept.
R-396417
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
W
V
Q
DATE:
CONSTRUCTION NOTES AND DETAILS 1o17
FlELDBOOK:BOOK:
UW MEDICINE - VALLEY MEDICAL CENTER
PAGE r T ,
MEDICAL OFFICE BUILDING EXPANSION DRAWING NO: w
400 SOUTH 43RD STREET 0
RENTON, WA 98055 SHEET: OF:
C18 28
CONCRETE PAVING SECTION
NOT TO SCALE
HA(jS
42
n U
2s� �C,
Q`
<T�HG ENG
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
FOR
MEDI INE - VALLEY
UW MEDICAL CCENTER
22. Drainage outlets (stub -outs) shall be provided for each individual lot, except for MEDICAL OFFICE BUILDING EXPANSION
those lots approved for infiltration by the City. Stub -outs shall conform to the
following:
a. Each outlet shall be suitably located at the lowest elevation on the lot, so as to
service all future roof downspouts and footing drains, driveways, yard drains,
and any other surface or subsurface drains necessary to render the lots suitable
for their intended use. Each outlet shall have free -flawing, positive drainage to
an approved stormwater conveyance system or to an approved outfall location.
b. Outlets on each lot shall be located with a five -foot -high, 2" x 4" stake marked
"storm" or "drain". The stub -out shall extend above surface level, be visible, and
be secured to the stake.
c. Pipe material shall conform to underdrain specifications described in Chapter 4 of
the Surface Water Design Manual and, if non-metallic, the pipe shall be placed in
a trench with a tracing wire above or other acceptable detection.
d. Private drainage easements are required for drainage systems designed to
convey flows through individual lots.
e. The applicant/contractor is responsible for coordinating the locations of all stub -
out conveyance lines with respect to other utilities (e.g. power, gas, telephone,
television).
f. All individual stub -outs shall be privately owned and maintained by the lot home
owner.
g. Storm drainage pipe systems shall not penetrate building foundations, except for
sump pump discharge lines used to drain crawl spaces, provided the sump pump
system includes backflow prevention or a check Valve.
23. All disturbed pervious areas (compacted, graded, landscaped, etc.) of the
development site must demonstrate one of the following: The existing duff layer
shall be staged and redistributed to maintain the moisture capacity of the soil, OR;
Amended soil shall be added to maintain the moisture capacity.
24. Proof of liability insurance shall be submitted to the City prior to construction permit
issuance.
25. €ssuance of the building or construction permits by the City of Renton does not
relieve the owner of the continuing legal obligation and/or liability connected with
storm surface water disposition. Further, the City of Renton does not accept any
obligation for the proper functioning and maintenance of the system provided during
construction.
26. The Contractor shall be responsible for providing adequate safeguard, safety
devices, protective equipment, flaggers, and any other needed actions to protect the
life, health, and safety of the public, and to protect property in connection with the
performance of work. Any work within the traveled right-of-way that may interrupt
normal traffic flow shall require a traffic control plan approve by the Public Works
Department, Transportation Systems Division. All sections of the WSDOT Standard
Specifications 1-07-23 Traffic Control shall apply.
27. Project located within the aquifer protection area (APA) shall comply with Special
Requirement #6 of the Surface Water Design Manual and Aquifer Protection
Regulations (RMC 4-3-050).
RESERVED
PARKING
(WHITE)
(BLUE)
INSTALL SIGN PER 12"x 18" SIGN
CBC 112913.4 STATE DISABLED PARKING
PERMIT REQUIRED TEXT ACCORDING T
LOCAL JURISDICTIO
VAN REQUIREMENTS
�1 SAD
�F WAWAS1y�
V �-A
cn z
��Fss24661
ST�E
��AL �v
ACCESSIBLE
Q
a Y MIN. FINE
z_zZ¢ $250 Y
�3� o Zc�
�O>w N �F
o�mo C, (Z
L
Z<-`� m oJ0
O J C O Z ¢ J
w o 0 3
+�
C.7mQU
w �
STENCILED SIGN
o w o w HEIGHTS ACCORDING TO LOCAL REQUIREMENTS
¢Wow IF SIGN IS LOCATED IN PEDESTRIAN TRAFFIC,
o Z LOCATE BOTTOM OF SIGN AT +6'-8" ABOVE
w `<"QN� = WALKING SURFACE
=
FLEXIBLE POST ON SHORT POLE INSTALLATIONS
ZUMAR INDUSTRIES (800) 426-7927 OR
MARKING DETAIL (Accessible Parking)
NOT TO SCALE
2 IREVISED PER AS -BUILT CONDITIONS
CP-03
Vile]
REVISION
Q
iY
V)
0
4"
6' 2 1 /2"
TWO #3 BARS
z I I
9 13/16" HOLES 8„ MIN.
PLAN VIEW 10" MAX.
NON -SHRINK
GROUT
I I.- - - - - - - - - - - - - -- L
I I
'ED
ELEVATION 2" 3:1 SAND AND
CLEARANC__J L
E ' ' CEMENT GROUT 00 z
1" DEPTH
(TYP.)
TWO #6 BARS-////[
ATTACHMENT DETAIL
CONCRETE CURB STOP
NOT TO SCALE
PARKING SIGN
(DETAIL 3A)
NOT EXCEED 2%
MAXIMUM SLOPE IN -
ANY DIRECTION SHALL
CURB
STOP
PARKING AREA
4 WIDE BLUE
STRIPE (TYP).
36"x36"
STENCILED SIGN
(DETAIL 313)
NO PARKING
/z_
ALIGN
9'-0" (VAN)
SEE SITE PLAN 5'-0" CAR
ADA PARKING REQUIREMENTS
NOT TO SCALE
3 �1%��
7X' 3 5
pa ■■■■w
u■
1
1 3'-0" / 1
ACCESS AREA
4" WIDE PAINTED
STRIPES (TYP.)
N
(�1
/WHITE PAINT FIGURE
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
SURVEYED:
DESIGNED:
zw
ZTW 10/28/2C ZTW DRAWN: Z1 W
ZTW 4/2/18 ZTW CHECKED:
AS
BY DATE APPR APPROVED:
AS
SCALE:
N/A
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL NAVD 1988
HORIZONTAL' NAD 1983/1991
DATUM
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
THE TOP OF SIDEWALK-, TOOLED JOINT-,
X % ,I -
2" COMPACTED DEPTH CRUSHED
ROCK BASE COURSE
COMPACTED BASE TO 95% DENSITY
TYPICAL SECTION
IN LAWN AREAS
NOTES
SL
E
OPE 1 % MIN.
a
� d p
o 00 0o a so 0 00
1 " RADIUS ON EDGE
6', ADJACENT PAVEMENT
Q0
a I (0 00
N
vd a / 90 g 'o�o� °� �--I o °° °.0 °°
TYPICAL SECTION
ADJACENT TO DRIVES
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.
ON -SITE CONCRETE SIDEWALK W/6" RAISED CURB
NOT TO SCALE
3" COMPACTED DEPTH HMA PAVEMENT
6" COMPACTED DEPTH CRUSHED
SURFACING BASE COURSE (CSBC)
Oub uuuu O o uo 0 0 uu u`� 0`
�o °o
000 00 0 °° ° °0 080 0 0 0 0 0° 0
o 00 0 0 00 000 000 00 00 1;�Rc
° 0 080 0 0 0 0 °00 0 00 0 0
0 0 00 000 o00 00 00 0 0 00
COMPACTED BASE
PAVEMENT SECTION
NOT TO SCALE
all A" MIN
TYPICAL LOCATION
OF SPOT ELEVATIONS ASPHALT
EXTRUDED CEMENT CONCRETE CURB DETAIL
NOT TO SCALE
SLAB ON GRADE
(PER STRUCTURAL DRAWINGS)
#10 CRUSHED STONE
o °o 0 oa Z
CRUSHED ROCK, OMIT o - o
GLACIAL TILL
MIRAFI 140N GEOTEXTILE ON 3 SIDES /
4" PERF. PIPE
3/4"-1 Y2" WASHED ROCK
SOILS PREPARED PER 18\/
GEOTECHNICAL REPORT
UNDER SLAB DRAIN DETAIL
NOT TO SCALE
CONSTRUCTION RECORD
DRAWING
THIS CONSTRUCTION RECORDING DRAWING IS A
COPY OF THE APPROVED CONSTRUCTION
DRAWINGS PREPARED BY BARGHAUSEN
CONSULTING ENGINEERS, INC AND HAS BEEN
EDITED TO REFLECT ASBUILT CONDITIONS. THE
INFORMATION PROVIDED ON THESE RECORD
DRAWINGS IS A COMBINATION OF FIELD
SURVEYED INFORMATION AND DOCUMENTED
FIELD REVISIONS.
AnkL
CITY OF
RENTON
Planning/Building/Public Works Dept.
R-396417
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
W
V
Q
DATE:
CONSTRUCTION NOTES AND DETAILS 1o17
FlELDBOOK:BOOK:
UW MEDICINE - VALLEY MEDICAL CENTER
PAGE r T ,
MEDICAL OFFICE BUILDING EXPANSION DRAWING NO: w
400 SOUTH 43RD STREET 0
RENTON, WA 98055 SHEET: OF:
C18 28
STENCILED SIGN
o w o w HEIGHTS ACCORDING TO LOCAL REQUIREMENTS
¢Wow IF SIGN IS LOCATED IN PEDESTRIAN TRAFFIC,
o Z LOCATE BOTTOM OF SIGN AT +6'-8" ABOVE
w `<"QN� = WALKING SURFACE
=
FLEXIBLE POST ON SHORT POLE INSTALLATIONS
ZUMAR INDUSTRIES (800) 426-7927 OR
MARKING DETAIL (Accessible Parking)
NOT TO SCALE
2 IREVISED PER AS -BUILT CONDITIONS
CP-03
Vile]
REVISION
Q
iY
V)
0
4"
6' 2 1 /2"
TWO #3 BARS
z I I
9 13/16" HOLES 8„ MIN.
PLAN VIEW 10" MAX.
NON -SHRINK
GROUT
I I.- - - - - - - - - - - - - -- L
I I
'ED
ELEVATION 2" 3:1 SAND AND
CLEARANC__J L
E ' ' CEMENT GROUT 00 z
1" DEPTH
(TYP.)
TWO #6 BARS-////[
ATTACHMENT DETAIL
CONCRETE CURB STOP
NOT TO SCALE
PARKING SIGN
(DETAIL 3A)
NOT EXCEED 2%
MAXIMUM SLOPE IN -
ANY DIRECTION SHALL
CURB
STOP
PARKING AREA
4 WIDE BLUE
STRIPE (TYP).
36"x36"
STENCILED SIGN
(DETAIL 313)
NO PARKING
/z_
ALIGN
9'-0" (VAN)
SEE SITE PLAN 5'-0" CAR
ADA PARKING REQUIREMENTS
NOT TO SCALE
3 �1%��
7X' 3 5
pa ■■■■w
u■
1
1 3'-0" / 1
ACCESS AREA
4" WIDE PAINTED
STRIPES (TYP.)
N
(�1
/WHITE PAINT FIGURE
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
SURVEYED:
DESIGNED:
zw
ZTW 10/28/2C ZTW DRAWN: Z1 W
ZTW 4/2/18 ZTW CHECKED:
AS
BY DATE APPR APPROVED:
AS
SCALE:
N/A
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL NAVD 1988
HORIZONTAL' NAD 1983/1991
DATUM
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
THE TOP OF SIDEWALK-, TOOLED JOINT-,
X % ,I -
2" COMPACTED DEPTH CRUSHED
ROCK BASE COURSE
COMPACTED BASE TO 95% DENSITY
TYPICAL SECTION
IN LAWN AREAS
NOTES
SL
E
OPE 1 % MIN.
a
� d p
o 00 0o a so 0 00
1 " RADIUS ON EDGE
6', ADJACENT PAVEMENT
Q0
a I (0 00
N
vd a / 90 g 'o�o� °� �--I o °° °.0 °°
TYPICAL SECTION
ADJACENT TO DRIVES
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.
ON -SITE CONCRETE SIDEWALK W/6" RAISED CURB
NOT TO SCALE
3" COMPACTED DEPTH HMA PAVEMENT
6" COMPACTED DEPTH CRUSHED
SURFACING BASE COURSE (CSBC)
Oub uuuu O o uo 0 0 uu u`� 0`
�o °o
000 00 0 °° ° °0 080 0 0 0 0 0° 0
o 00 0 0 00 000 000 00 00 1;�Rc
° 0 080 0 0 0 0 °00 0 00 0 0
0 0 00 000 o00 00 00 0 0 00
COMPACTED BASE
PAVEMENT SECTION
NOT TO SCALE
all A" MIN
TYPICAL LOCATION
OF SPOT ELEVATIONS ASPHALT
EXTRUDED CEMENT CONCRETE CURB DETAIL
NOT TO SCALE
SLAB ON GRADE
(PER STRUCTURAL DRAWINGS)
#10 CRUSHED STONE
o °o 0 oa Z
CRUSHED ROCK, OMIT o - o
GLACIAL TILL
MIRAFI 140N GEOTEXTILE ON 3 SIDES /
4" PERF. PIPE
3/4"-1 Y2" WASHED ROCK
SOILS PREPARED PER 18\/
GEOTECHNICAL REPORT
UNDER SLAB DRAIN DETAIL
NOT TO SCALE
CONSTRUCTION RECORD
DRAWING
THIS CONSTRUCTION RECORDING DRAWING IS A
COPY OF THE APPROVED CONSTRUCTION
DRAWINGS PREPARED BY BARGHAUSEN
CONSULTING ENGINEERS, INC AND HAS BEEN
EDITED TO REFLECT ASBUILT CONDITIONS. THE
INFORMATION PROVIDED ON THESE RECORD
DRAWINGS IS A COMBINATION OF FIELD
SURVEYED INFORMATION AND DOCUMENTED
FIELD REVISIONS.
AnkL
CITY OF
RENTON
Planning/Building/Public Works Dept.
R-396417
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
W
V
Q
DATE:
CONSTRUCTION NOTES AND DETAILS 1o17
FlELDBOOK:BOOK:
UW MEDICINE - VALLEY MEDICAL CENTER
PAGE r T ,
MEDICAL OFFICE BUILDING EXPANSION DRAWING NO: w
400 SOUTH 43RD STREET 0
RENTON, WA 98055 SHEET: OF:
C18 28
1 3'-0" / 1
ACCESS AREA
4" WIDE PAINTED
STRIPES (TYP.)
N
(�1
/WHITE PAINT FIGURE
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
SURVEYED:
DESIGNED:
zw
ZTW 10/28/2C ZTW DRAWN: Z1 W
ZTW 4/2/18 ZTW CHECKED:
AS
BY DATE APPR APPROVED:
AS
SCALE:
N/A
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL NAVD 1988
HORIZONTAL' NAD 1983/1991
DATUM
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
THE TOP OF SIDEWALK-, TOOLED JOINT-,
X % ,I -
2" COMPACTED DEPTH CRUSHED
ROCK BASE COURSE
COMPACTED BASE TO 95% DENSITY
TYPICAL SECTION
IN LAWN AREAS
NOTES
SL
E
OPE 1 % MIN.
a
� d p
o 00 0o a so 0 00
1 " RADIUS ON EDGE
6', ADJACENT PAVEMENT
Q0
a I (0 00
N
vd a / 90 g 'o�o� °� �--I o °° °.0 °°
TYPICAL SECTION
ADJACENT TO DRIVES
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.
ON -SITE CONCRETE SIDEWALK W/6" RAISED CURB
NOT TO SCALE
3" COMPACTED DEPTH HMA PAVEMENT
6" COMPACTED DEPTH CRUSHED
SURFACING BASE COURSE (CSBC)
Oub uuuu O o uo 0 0 uu u`� 0`
�o °o
000 00 0 °° ° °0 080 0 0 0 0 0° 0
o 00 0 0 00 000 000 00 00 1;�Rc
° 0 080 0 0 0 0 °00 0 00 0 0
0 0 00 000 o00 00 00 0 0 00
COMPACTED BASE
PAVEMENT SECTION
NOT TO SCALE
all A" MIN
TYPICAL LOCATION
OF SPOT ELEVATIONS ASPHALT
EXTRUDED CEMENT CONCRETE CURB DETAIL
NOT TO SCALE
SLAB ON GRADE
(PER STRUCTURAL DRAWINGS)
#10 CRUSHED STONE
o °o 0 oa Z
CRUSHED ROCK, OMIT o - o
GLACIAL TILL
MIRAFI 140N GEOTEXTILE ON 3 SIDES /
4" PERF. PIPE
3/4"-1 Y2" WASHED ROCK
SOILS PREPARED PER 18\/
GEOTECHNICAL REPORT
UNDER SLAB DRAIN DETAIL
NOT TO SCALE
CONSTRUCTION RECORD
DRAWING
THIS CONSTRUCTION RECORDING DRAWING IS A
COPY OF THE APPROVED CONSTRUCTION
DRAWINGS PREPARED BY BARGHAUSEN
CONSULTING ENGINEERS, INC AND HAS BEEN
EDITED TO REFLECT ASBUILT CONDITIONS. THE
INFORMATION PROVIDED ON THESE RECORD
DRAWINGS IS A COMBINATION OF FIELD
SURVEYED INFORMATION AND DOCUMENTED
FIELD REVISIONS.
AnkL
CITY OF
RENTON
Planning/Building/Public Works Dept.
R-396417
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
W
V
Q
DATE:
CONSTRUCTION NOTES AND DETAILS 1o17
FlELDBOOK:BOOK:
UW MEDICINE - VALLEY MEDICAL CENTER
PAGE r T ,
MEDICAL OFFICE BUILDING EXPANSION DRAWING NO: w
400 SOUTH 43RD STREET 0
RENTON, WA 98055 SHEET: OF:
C18 28
TYPICAL SECTION
ADJACENT TO DRIVES
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.
ON -SITE CONCRETE SIDEWALK W/6" RAISED CURB
NOT TO SCALE
3" COMPACTED DEPTH HMA PAVEMENT
6" COMPACTED DEPTH CRUSHED
SURFACING BASE COURSE (CSBC)
Oub uuuu O o uo 0 0 uu u`� 0`
�o °o
000 00 0 °° ° °0 080 0 0 0 0 0° 0
o 00 0 0 00 000 000 00 00 1;�Rc
° 0 080 0 0 0 0 °00 0 00 0 0
0 0 00 000 o00 00 00 0 0 00
COMPACTED BASE
PAVEMENT SECTION
NOT TO SCALE
all A" MIN
TYPICAL LOCATION
OF SPOT ELEVATIONS ASPHALT
EXTRUDED CEMENT CONCRETE CURB DETAIL
NOT TO SCALE
SLAB ON GRADE
(PER STRUCTURAL DRAWINGS)
#10 CRUSHED STONE
o °o 0 oa Z
CRUSHED ROCK, OMIT o - o
GLACIAL TILL
MIRAFI 140N GEOTEXTILE ON 3 SIDES /
4" PERF. PIPE
3/4"-1 Y2" WASHED ROCK
SOILS PREPARED PER 18\/
GEOTECHNICAL REPORT
UNDER SLAB DRAIN DETAIL
NOT TO SCALE
CONSTRUCTION RECORD
DRAWING
THIS CONSTRUCTION RECORDING DRAWING IS A
COPY OF THE APPROVED CONSTRUCTION
DRAWINGS PREPARED BY BARGHAUSEN
CONSULTING ENGINEERS, INC AND HAS BEEN
EDITED TO REFLECT ASBUILT CONDITIONS. THE
INFORMATION PROVIDED ON THESE RECORD
DRAWINGS IS A COMBINATION OF FIELD
SURVEYED INFORMATION AND DOCUMENTED
FIELD REVISIONS.
AnkL
CITY OF
RENTON
Planning/Building/Public Works Dept.
R-396417
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
W
V
Q
DATE:
CONSTRUCTION NOTES AND DETAILS 1o17
FlELDBOOK:BOOK:
UW MEDICINE - VALLEY MEDICAL CENTER
PAGE r T ,
MEDICAL OFFICE BUILDING EXPANSION DRAWING NO: w
400 SOUTH 43RD STREET 0
RENTON, WA 98055 SHEET: OF:
C18 28