HomeMy WebLinkAboutContract - Volume 2EXISTING CONDITIONS
CEDAR AVENUE SOUTH
GENERAL BID INFORMATION:
BUILDERS EXCHANGE OF WASHINGTON, INC.
CITY CONTACT:
EMILY LOGAN
CONSULTANT CONTACT:
TANI STAFFORD, PE
APPROVED FOR 51D
"`CI O"EMON YATEI
AP ROV ,OR ONSTRUCTION
RltWN AT
CONFORMED PLANS 2025-04-22
(425) 258-1303
(206) 507-1007
(206) 284-0860
CEDAR AVE SIDEWALK
CONTRACT NO. CAG 25-003
AWARD AMOUNT: $299,995.00
AWARD DATE: May 12, 2025
AWARD TO: Westwater Construction
Company
PO Box 59237
Renton, WA 98058
VICINITY MAP
CEDAR AVENUE SOUTH
SUBMITTED BY:
�� e y 8z 05bomme, I>�.
CONSULTING ENGINEERS
G&O # 22653
7 CITY OF
Renton
Public Works Department
Transportation Systems Division
ABBREVIATIONS
AVE AVENUE
AC ASBESTOS CEMENT PIPE
ADJ ADJUST
ALT ALTERNATE
ALUM ALUMINUM
ANSI AMERCAN NATIONAL STANDARDS INSTETUTE
AP ANGLE POINT
ASPH ASPHALT
ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS
ASSY ASSEMBLY
BF BLIND FLANGE
BLDG BUILDING
BLK BLOCK
BO BLOW OFF
BOP BEGINNING OF PROJECT
BVCE BEGIN VERTICAL CURVE ELEVATION
BVCS BEGIN VERTICAL CURVE STATION
CTR CENTER
CAP CORRUGATED ALUMINUM PIPE
CB CATCH BASIN
CI CAST IRON
q CENTER LINE
CLR CLEARANCE
CMP CORRUGATED METAL PIPE
CO CLEANOUT
CONC CONCRETE
C CONDUIT
CONN CONNECTION
CONT CONTINUOUS
CDR CITY OF RENTON
CPEP CORRUGATED POLYETHYLENE PIPE
CPLG COUPLING
CY CUBIC YARD
CONT CONTINUED
CL CLASS
CF CUBIC FEET
CFS CUBIC FEET PER SECOND
DC DEGREE OF CURVATURE
DI DUCTILE IRON
DIA DIAMETER
DOT DEPARTMENT OF TRANSPORTATION
DIM DIMENSION
DWGS DRAWING(S)
D DRAIN
E EAST
EA EACH
EL ELEVATION
ELEC ELECTRICAL
EOA EDGE OF ASPHALT
EDP END OF PROJECT
EVCE END VERTICAL CURVE ELEVATION
EVCS END VERTICAL CURVE STATION
EXIST EXISTING
FIG FIGURE
FIN FINISHED
FL FLANGE
FT FEET
GA GAUGE
GALV GALVANIZED
GI GALVANIZED IRON
GV GATE VALVE
HOPE HIGH DENSITY POLYETHYLENE PIPE
ID INSIDE DIAMETER
IE INVERT ELEVATION
INV INVERT
IN INCH
L LENGTH
LB POUND
LF LINEAR FEET
MAX MAXIMUM
MFR MANUFACTURER
MH MANHOLE
MIN MINIMUM
MJ MECHANICAL JOINT
MISC MISCELLANEOUS
N NORTH
NO NUMBER
NTS NOT TO SCALE
OC ON CENTER
OD OUTSIDE DIAMETER
OPL OLYMPIC PIPE LINE
PI POINT OF INTERSECTION
PP POWER POLE
PVI POINT OF VERTICAL INTERSECTION
PE PLAIN END
PERF PERFORATED
PVC POLYVINYL CHLORIDE
PVMT PAVEMENT
PVT POINT OF VERTICAL TANGENT
PC POINT OF CURVATURE
PT POINT OF TANGENCY
OTY QUANTITY
RET RETAINING
RR RAILROAD
R RADIUS
RED REDUCER
REINF REINFORCE
REOD REQUIRED
R/W RIGHT-OF-WAY
R-O-W RIGHT-OF-WAY
SL SLOPE
S SOUTH
SCH SCHEDULE
SF SQUARE FEET
SHT SHEET
SPECS SPECIFICATIONS
SO SQUARE
STA STATION
STD STANDARD
TB THRUST BLOCK
TC TOP OF CURB
TEL TELEPHONE
TESC TEMPORARY EROSION AND SEDIMENT CONTROL
THIRD THREADED
THRU THROUGH
TYP TYPICAL
VERT VERTICAL
W WEST
WSDOT WASHINGTON STATE DEPARTMENT OF TRANSPORTATION
W/ WITH
W/0 WITHOUT
LINETYPES
EXISTI� PROPOSED
SURFACE FEATURES
I I I7 I I
r s x
SURVEY
ASPHALT CURB
CURB & GUTTER
ASPHALT PAVEMENT
CONCRETE SURFACING
CEMENT CONC. SIDEWALK
FENCE/RAILING (TYPE AS NOTED)
FENCE WITH GATE
— — — — RIGHT-OF-WAY LINE
CONSTRUCTION CENTERLINE ALIGNMENT
--- PROPERTY LINE (APPROXIMATE)
— — — — — — PERMANENT EASEMENT LINE
TCP TCP TEMPORARY CONSTRUCTION EASEMENT
- - - - „ CONTOUR LINE
SAWCUT LINE (APPROXIMATE LOCATION)
UTILITIES
BURIED ELECTRICAL
BURIED TELEPHONE/COMMUNICATIONS
IV BURIED CABLE TELEVISION
G GAS MAIN (SIZE AS NOTED)
W WATER MAIN (SIZE AS NOTED)
s SANITARY SEWER MAIN (SIZE AS NOTED)
D D STORM DRAIN (SIZE AS NOTED)
ORDER OF WORK
1. ATTEND PRECONSTRUCTION MEETING.
2. PROVIDE PUBLIC NOTICE TO ABUTTING PROPERTY OWNERS, SCHOOL DISTRICT.
3- PROVIDE SUBMITTALS.
4. CALL FOR LOCATES.
5- TAKE PRECONSTRUCTION PHOTOS.
6, INSTALL TEMPORARY EROSION CONTROL.
7. PERFORM POTHOLING.
8. INSTALL STAIRS AND UNDERGROUND STRUCTURES.
9. COMPLETE REMAINDER OF THE WORK.
WATER SYMBOLS
EXISTING PROPOSED
E
i�
DESCRIPTION
WATER METER
FIRE HYDRANT (3-NOZZLE)
GATE VALVE
GAS/POWER/TELEPHONE SYMBOLS
E IX STING PROPOSED
DESCRIPTION
GAS METER
rD
GAS VALVE
POWER VAULT (SIZE VARIES)
t-
UTILITY POLE
UTILITY PEDESTAL
SURVEY SYMBOLS
0
a
x
DESCRIPTION
CONTROL POINT
MONUMENT (IN CASE)
MONUMENT (SURFACE)
BENCH MARK
BOUNDARY/PROPERTY CORNER
NAIL
SANITARY/STORM SEWER SYMBOLS
�. STORM DRAIN MANHOLE/TYPE 2
CATCH BASIN
STORM DRAIN CATCH BASIN, CONCRETE
INLET. OR YARD/AREA DRAIN (ACTUAL
DIMENSION SHOWN FOR PROPOSED)
O SANITARY SEWER MANHOLE
SURFACE FEATURES/LANDSCAPING
EXISTING PROPOSED D CFS RIPTION
o
MAIL BOX (NOTED)
r_.
SIGN
TREE STUMP
® MODULAR BLOCK WALL
Q,
SHRUB
TREE (CONIFER)
0
TREE (DECIDUOUS)
SHEETINDEX
Sheet
Number
Sheet Description
General
--
COVER
G-1
SYMBOL LEGENDS, ABBREVIATIONS AND SHEET INDEX
G-2
ALIGNMENT
G-3
SURVEY CONTROL
Civil
TE-1
SITE PREPARATION — TESC PLAN — CEDAR AVENUE SOUTH
C-1
MODULAR BLOCK WALL PLAN AND PROFILE
C-2
WALL AND STAIR GRADING
C-3
CROSS SECTIONS
C-4
CURB AND SIDEWALK PLAN AND PROFILE
CR-1
CURB RAMP DETAILS
RD-1
WALL AND STAIR DETAILS
RD-2
STAIR AND HANDRAIL DETAILS
RD-3
STAIR WALL DETAILS
RD-4
FENCE DETAILS
RD-5
CURB RAMP DETAILS
SR-1
LANDSCAPING AND FENCE PLAN
TC-1
TRAFFIC CONTROL PLAN
TC-2
TRAFFIC CONTROL PLAN
;rny K' OMn�TC. I—
caM llK f%"t"
1130 RAINIER AVENUE SOUTH,
SUITE 300
SEATTLE. WASHINGTON 9BI44
f2061264-0860
`�.ST
or O
ONAL
1111121
r13.130L.
4
TONAL
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(D
CITY OF RENTON
CEDAR AVE
SIDEWALK
GENERAL NOTES:
1. ALL MATERIALS AND WORKMANSHIP SHALL BE FURNISHED AND SUPPLIED IN ACCORDANCE WITH THE 2025
WASHINGTON STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND
MUNICIPAL CONSTRUCTION AND CITY OF RENTON PUBLIC WORKS STANDARDS, AND THESE CONTRACT
DOCUMENTS UNLESS OTHERWISE SPECIFICALLY NOTED.
2. THE CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT AND COORDINATE WITH ALL UTILITY COMPANIES IN
ORDER TO ASSURE THAT ALL LINES, PIPES, POLES AND OTHER APPURTENANCES ARE PROPERLY LOCATED,
SECURED, AND/OR PROTECTED. BURIED UTILITIES (WHERE KNOWN) ARE SHOWN IN THEIR APPROXIMATE
LOCATION. THE CONTRACTOR SHALL HAVE UTILITIES VERIFIED ON THE GROUND PRIOR TO ANY
CONSTRUCTION. NOTIFY THE UNDERGROUND UTILITIES LOCATE CENTER: CALL #811.
3. THE CONTRACTOR SHALL HAVE A COPY OF THESE PLANS, ANY ADDENDA, CHANGE ORDERS AND THE
CONTRACT SPECIFICATIONS ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
No
DATE
REVISION
ISSUED FOR:
4. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER IN THE EVENT OR DISCOVERY OF UNSUITABLE
SOILS OR HIGH GROUND WATER CONDITIONS OR DISCREPANCIES FROM THE PLANS.
CONFORMED PLANS
ISSUE DATE: DEC 2024
5. WHEREVER PLANS REFER TO SAWCUT' OF ASPHALT CONCRETE PAVEMENT OR OIL MAT, OR CONCRETE
SURFACE, THE CONTRACTOR SHALL PERFORM A "NEAT LINE CUT- PER SPECIFICATIONS.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL IN ACCORDANCE WITH MUTCD.
PRIOR TO DISRUPTION OF ANY TRAFFIC, TRAFFIC CONTROL PUNS SHALL BE PREPARED AND SUBMITTED TO
THE CITY FOR APPROVAL. NO WORK SHALL COMMENCE UNTIL ALL APPROVED TRAFFIC CONTROL IS IN
APPROVED BY: TLS
CHECKED BJB
DRAWN BY: : MAN
DESIGNER: BJB
PLACE.
7. NO CONSTRUCTION RELATED ACTIVITY SHALL CONTRIBUTE TO THE DEGRADATION OF THE ENVIRONMENT.
ALLOW MATERIAL TO ENTER SURFACE OR GROUND WATERS, OR ALLOW PARTICULATE EMISSIONS TO THE
ATMOSPHERE, WHICH EXCEED STATE OR FEDERAL STANDARDS. ANY ACTIONS THAT POTENTIALLY ALLOW A
DISCHARGE TO STATE WATERS MUST HAVE PRIOR APPROVAL OF THE WASHINGTON STATE DEPARTMENT OF
G B O JOB NO : 22653
FILE: LEGEND.DWG
0 1 2"
ECOLOGY.
8. SLOPES SHALL COMPLY WITH SECTIONS R303.2.1 OR R303.2.2 OR R303.2.3 OF THE REVISED DRAFT
GUIDELINES FOR ACCESSIBLE PUBLIC RIGHT-OF-WAY (CURRENT EDITION).
TWO INCHES AT FULL SCALE
IF NOT, SCALE ACCORDINGLY
GENERAL
9. ALL WORK MUST STAY WITHIN THE RIGHT-OF-WAY AND CONSTRUCTION LIMITS SHALL NOT EXCEED BEYOND
THE RIGHT-OF-WAY. NO DISTURBANCE OUTSIDE OF THE RIGHT-OF-WAY EXCEPT FOR DRIVEWAY
SMOOTHING/PAVING ACTIVITIES.
SYMBOL LEGENDS,
ABBREVIATIONS AND
SHEETINDEX
i
AP FOR CONSTRUCTION
DRAWING: G-1 OF: .3
RENTON D TE / SHEET: 1 OF: 17
HZT LLC
611 CEDAR AVE S 98057
—1221400245
COLE-BOWRON COLLEEN G
601 CEDAR AVE S 98057
7221:::.;..
STA 10+31.87, 39' LT STA. 10+B9.83, 35.90' LT
SILT FENCE T T P T P i P
STA 10+31.86, 36' LT T P T
:RMANENTEASEMENT x
STA. 10+31.86, 32.0' LT�,—
BEGIN SIDEWALK REMOVAL—,-
STA. 10+29.35, 20.0' LT
__�.
E--E--E—
e 3 FI
BEGIN CURB/GUTTER REMOVAL
TA 10+31.60, 13.5' LT
is STA.
----
BEGIN SAWCUT
STA. 10+31.83, 10.5' LT
'-- S -'
CEDAR
AVE S
STA. 11+06 91. 60' LT
2501
ICP
STA 11+31.91, 60' LT
TA 10+94.45, 35.88' LT
TCP
STA. 11+06 87, 39' LT
-SILT FENCE
c
❑ II
a I
� II
_U I
I
❑ ~ I I
� I I
I I
❑ i
I I i
SILT FENCE AND
PERMANENTEA
I STA. 11+31.84, 32.0'2.0' LT LT
I m�
`3 ill
MYERS GERALD M
539 CEDAR AVE S 98057
STA. 11+06.96, 36' LT I F ^ I
M
J !l--�� 1 END SAWCUT
I
P 4: 7 I m _i STA. 11+44.36, 34.5' LT
\7
S V /1.00
�
3
D CURB/GUTTER REMOVAL
STA. 11+41.50, 30.7' LT
I
L_— _._____
11 1{=
3 —_ 3 3
G G— G
❑ — fi 4
SS—--5
i —S—
D _
- _ 11+97
=mEb—;
10' v
0
)—
IP 20'
SCALE:
1"=10'
GENERAL NOTES:
i. SEE APPENDIX B OF THE CONTRACT PREVISIONS FOR
EROSIONISEDIMENTATION CONTROL NOTES.
OX SITE PREPARATION 3 TESC CONSTRUCTION NOTES
1. FURNISH AND INSTALL INLET PROTECTION INSERTS IN EXISTING
CATCH BASINS AND NEW DRAINAGE STRUCTURES AS THEY ARE
INSTALLED.
2. FURNISH AND INSTALLSILT FENCE PER CITY OF RENTON
STANDARD PLAN.
3. PROTECT EXISTING UTILITY POLE, PEDESTAL, VAULT, CURB AND
GUTTER, PRECAST CONCRETE TRAFFIC CURB, CEMENT
CONCRETE PAVEMENT, STRUCTURE OR FENCE DURING
CONSTRUCTION. SEE GENERAL NOTE 2 SHEET G-1.
4, SAWCUT EXISTING PAVEMENT AND SEAL JOINT, SEE BUTT JOINT
DETAIL ON SHEET ## #1.
5. REMOVE AND REPLACE MAILBOX.
6. SAWCUT EXISTING CURB AND/OR SIDEWALK TO NEAREST FULL
JOINT AND PROVIDE CLEAN EDGE.
7. REMOVE AND WASTEHAUL EXISTING CURB, GUTTER, SIDEWALK,
PAVEMENT, RETAINING WALL, RAILING PER THE
SPECIFICATIONS. COORDINATE WITH PROPERTY OWNER AS
REQUIRED. THIS WORK TO BE INCLUDED IN REMOVAL OF
STRUCTURE AND OBSTRUCTION.
8. REMOVE AND WASTEHAUL EXISTING TREE, SHRUB, LANDSCAPE.
9. PROTECT EXISTING TREE, SHRUB, LANDSCAPE FEATURE.
LEGEND
SILT FENCE
® CBINSERT
FULL DEPTH ASPHALT PAVEMENT REMOVAL
LIMITS, 10-INCH DEPTH.
®FULL DEPTH CEMENT CONCRETE /STAIR
REMOVAL
- - - - - - SAWCUTLINE
>00000( REMOVE CURB (AND GUTTER)
1130 RAINIER AVENUE SOUTH,
SUITE 300
SEATTLE, WASHINGTON 9B144
t
1131/25
].Bpl�
Sy
A .t mw ee
TONAL
1
CITY OF RENTON
CEDAR AVE
SIDEWALK
No, I DATE I REVISION
ISSUED FOR:
CONFORMED PLANS
ISSUE DATE: DEC 2024
APPROVED BY: TLS
CHECKED BY: BJB
DRAWN BY: MAN
DESIGNER: BJB
G & O JOB NO: 22653
FILE: TESC.DWG
o r r
TWO INCHES AT FULL SCALE.
IF NOT, SCALE ACCORDINGLY
0L
SITE PREPARATION -
TESC PLAN - CEDAR
AVENUE SOUTH
FOR CONSTRUCTION
DRAWING: TEA OF: 1
OFRENTON AIL SHEET: 4 OF: 17
EX. CB TYPE 1
STA 11+40, 12,T RT cn
_
— — — —+ — — —
I
it
— —+ i. + I
CEDAR AVE
I
(r
S
11+97
P I —
— — — — —
11+00
—+ —+
10+00
SS
S S S
S
O
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EX. CB TYPE 1
11+42 29.5Ll I
-
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WALL
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—�
R0.1.: f9.44--
IE=216.75 F CONC E i
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,-•,-,,,
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IE=216.56 12" CONC V"'
IE=216.78 6' PVC S I
O
i _
_ WALL 1
a
WALL 3
I
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ILL
I
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I
ILL
I
I
�
p
d l aOJ d I;
225
3
220
as
z
0
> 215
210
205
CAST IN PLACE COPING
FINISHED GRADE
@ BACK OF WALL
230
225 225
220 220
j 1 V215 215
FINISHED GRADE
@ FACE OF WALL
1' MIN EMBEDMENT
- EXISTING SPADE
FACE OF WALL 210 210
SEE SHEET G-2 FOR
CURVE STATIONING
205 205
RETAINING WALL 1
LOOKING AT FACE OF WALL
CAST IN PLACE COPING
FINISHED GRADE
@ BACK OF WALL
�} FINISHED GRADE
I @FACE OF WALL
1' MIN EMBEDMENT
EXISTINGGR.ADE
(� FACE OF WALL
SEE SHEET G-7 FOR
CURVE STATIONING
� o
ry N n c5
RETAINING WALL 2
LOOKING AT FACE OF WALL
230 230
225 225 CAST IN PLACE COMING
FINISHED GRADE
@ BACK OF WALL
IN M�//�/�//��/�//��/�//ice%
.1_SHE�■
FINISHEa ••215 215
210 210
205 205
RETAINING WALL 3
LOOKING AT FACE OF WALL
1130 RAINIER AVENUE SOUTH,
SUITE 300
SEATTLF" WASHINGTON 98144
t7 5 0 lo'
SCALE: HORIZONTAL 1'=10'
VERTICAL 1"=5'
MODULAR BLOCK WALL NOTES
OALL MODULAR BLOCK WALL TERMINATIONS SHALL BE
CONSTRUCTED WITH CORNER BLOCK UNITS.
O CONNECT NEW DRAIN TO EXISTING CATCH BASIN"
OSEE TYPICAL WALL DETAILS ON SHEET ####.
OCONNECT WALL 6" PERFORATED DRAINS TO 6' PVC DRAIN.
OMODULAR BLOCK WALL SHALL ABUT CEMENT CONCRETE
STAIR WALL.
OSEE SHEET RD-3 FOR PIPE PENETRATION THROUGH STAIR
WALL.
is
CITY OF RENTON
CEDAR AVE
SIDEWALK
I
230
230
COPINGCAST IN PLACE
225
225
FINISHED GRADE
225
@ BA K OF WALL
!�!�--- �.�iiwiw�iirrrrrrrrrl�lrr.•e_�rrl
�u FINISHED GRADE
@ FACE OF WALL
1
215 215
210 210
205 205
� EXISTING GRADE
a FACE OF VdALL
.. .._ ...
o _
- -
215
210
205
No. DATE REVISION
ISSUED FOR:
CONFORMED PLANS
ISSUE DATE: DEC 2024
APPROVED BY: TLS
CHECKED BY: BJB
DRAWN BY: MAN
DESIGNER: BJB
G 8 O JOB NO: 22663
FILE: PLAN.PROF.DWG
40+60 r__
RETAINING WALL 4
LOOKING AT FACE OF WALL
TWO INCHES AT FULL SCALE.
IF NOT, SCALE ACCORDINGLY
CIVIL
MODULAR BLOCK
WALL PLAN AND
PROFILE
A.F
OR CONSTRUCTION
DRAWING: C'1 OF: 5
TE((ff�� SHEET: 5 OF: 17
5' 2 S- 0
SCALE: 1"=5'
CEDAR AVE S
T
11+00 10+5
I BEGIN NORTH STAIR WALL ci
STA. 10+95.51, 20.00' LT -
BEWNSOUTH STAIR WALL
STA 10+89.68. 20.00, LT
FINISHED GRADE TOP OF
- - - - - - CONCRETE COPING (TYP)N
---------- --------------------------------------------------- ---------------�
/ b
/R20A6) so* 90 j ,00) 50 57 (n6.31)
/ (221.23) {221,89) __ _ -_ 23.77) 3p.48 (224.10 _ _ _ - _- _ _ _- _ }-1 _-L
'-221T7
1 - O6 l 220.901 221.10 �(Z23.43)
- i20.91)1 1 - r--
( 22.49 _
/ t220.06) (^ II , _ 22+
I L V
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(2t6.77) (21925)00
1'•.(Z19.53) p�219.65) (21685) (211L% \`SEE STAIR GRADING DETAIL BELOW
11 .,(219M) FINISHED GRADE AT I v ( FACE OF WALL (fYP)
-
I(219.13) - _ . (219.65) - f21B.s0) 1218- - - - - - - - -- - - - _ - - - - - - - - - - - - - - - - - - - -
1 1219.58) -30+o0 12165) - -�
4 END NORTH STAIR WALL
L' �i18:48- STA. 10+95.51. 30.33' LT END SOUTH STAIR WAN,- `
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7 e'
s �
10+95.51, 32.25' LT al
10+94A9, 32.25' LT
10+94,45, 35 88' LT
10+89.68, 32 25' LT
)•89 99. 32.25' LT
0.89 $3, 35.90' LT
�'`•-, r
5'•10'
FINISHED GRADE AT TOP OF 1
11"WIDE
STAIR TREADIWALK(TYP)
I, I TREAD (TYP.)%
I
SEE STAIR PLAN ON SHEET RD-3 ,
.(223.791
123.43)
(223.511 I
,
222
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-
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(221.76{
(22194)
'
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(220.73)'
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(218 39)
Uir
(218.47) I
'
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(21846)
(27d34)^+
i
s
1218 i1) •
CURB REMOVED FROM DESIGN
_ _ _ __
_
EXISTING
'
STAIR GRADING
DETAIL
;
1
SCALE: 1"=5'
c ;ns7 K o 49f 4!. Irx
1130 RAINIER AVENUE SOUTH,
SUITE 300
SEATTLE. WASHINGTON 98144
01
A.
ro
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910AAL '
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/OMAL DID
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CITY OF RENTON
CEDAR AVE
SIDEWALK
3/281251 ADDENDUM 3
ISSUED FOR:
CONFORMED PLANS
ISSUE DATE: DEC 2024
APPROVED BY: TLS
CHECKED BY: BJB
DRAWN BY: MAN
DESIGNER: BJB
G 8 O JOB NO: 22653
FILE: GRADING.DWG
0 Y
TWO INCHES AT FULL SCALE
IF NOT, SCALE ACCORDINGLY
CIVIL
WALL AND STAIR
GRADING
ATD
FOR CONSTRUCTION
DRAWING: C'Z OF: �J
ON DATE SHEET: 6 OF: 17
HZT LLC
COLE-BOWRON COLLEEN G
I � I
I I MYERS GERALD M
I I
611 CEDAR AVE S 98057
601 CEDAR AVE S 98057
539 CEDAR AVE S 98057
7221�40O2r
I
7231500460
I
�
II 2
I I
CID
I I
I~ I
�- END CURB
AND GUTTER
STA. 11+41.36, 34.5' LT
; I I I
I
>
I
T
BEGIN SIDEWALK '
WALL 3
]MALL ,
I
STA. 10+31.83, 20.0' LT
_ -
.�
I EX. CB TYPE 1
V
t0
_
_
/
STA 1'-'2, 29.5LT
� m�
0
IR �� WALL 4 -�
-�
V• ,...
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1NALL 2 ��'�
O IE=21678 6' CONC E
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t I IE=21fi 78 fi1-2 �PVCS 1`^
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iz
BEGIN CURB AND CLUTTER 1
Ill
_ - -i—�� _l'--�— - — - — T
2 Vv G
STA. 10+31.83, 13,5' LT m
S E S __
STAIR WAIL/STAIR TREAD , --
AI TR
5 1 2
S .S 5
S
16 O
S -r-35
10+00
I STA. 10+89 LT 3
STAIR WALLBTAIR TREAD
5- S S —
i---
10+50 SEE SHEET C-2 FOR STAIR LAYOUT
1+ STA. 10+95.51, 20.0'LT
11,00SEE SHEET C-2 FOR STAIR LAYOUT
`
CEDAR AVE S
;
11+97
O
NN W-
235
Y I
ro 230
Q
2
z
225
a
220
L
0 215
C
z
J
F 210
w
z
a
o I205
10+00
.—_— LL
I
m
I
EXISTING GRADE eg -
_. .. ._ ........ .- - CONSTRUCTION
l
INISHEU CURB FLOWLINE ELEVATION!
' 3.5' LT OF 4E CONSTRUCTION (TYP)
jTF ~.;ICY rc 1
CURB FLOWLINE GRADE @.
13.5' RT OF CONSTRUCTION
EX„ CB TYPE 1
STA 11-40 12 3' RT
Potd•}n4A
IE-220 04 8' CONC V'!
;4 1 „
z
s w„
z zp
c oc
U _
(icy fi- Osborne, IrH-_
c�mle-iw,�lmn
1130 RAINIER AVENUE SOUTH,
SUITE 300
SEATTLE, WASHINGTON 98144
) 284_0860
10' s' Q 1C 20'
SCALE: HORIZONTAL 1"=10'
VERTICAL 1"=5'
`�.ST
°r O
n CONSTRUCTION NOTES
1. CAUTION: POTENTIAL UTILITY CONFLICT. VERIFY (POTHOLE) EXACT 30Ht
LOCATION AND DEPTH OF EXISTING UTILITY. SEE ORDER OF WORK ON tee, dot rrsr�p`
SHEET G-1. �70XAL
2. EXISTING UTILITY VAULT TO BE ADJUSTED TO GRADE BY OTHERS. 1 /31/25
COORDINATE WORK WITH UTILITY REPRESENTATIVE. SEE GENERAL NOTE 2
SHEET G-1.
3. SEAL JOINT (WHERE APPLICABLE) THEN APPLY SAND BLANKET TO THE
SURFACE JOINT.
4. ADJUST EXISTING CATCH BASIN TO GRADE. A
5. ADJUST EXISTING WATER METER BOX TO GRADE. EXISTING WATER METER ty °t arty
BOX TO BE ADJUSTED TO GRADE BY OTHERS. COORDINATE WORK WITH 9jOXAL
UTILITY REPRESENTATIVE.
6. CONSTRUCT CURB RAMP PER SHEET CR-1.
7. REMOVE AND RELOCATE EXISTING MAILBOX PER CITY OF RENTON STANDARD ��`1���FFPttr•..
DETAIL H028.
8. CONSTRUCT NEW RAILING PER DETAIL SHEET ####. 1
9. CONSTRUCT CONCRETE CURB END SECTION PER DETAIL SHEET ##a
10. MATCH EXISTING SIDEWALK/WALKWAY GRADE. CITY OF RENTON
11. MATCH EXISTING CURB/GUTTER GRADE.
CEDAR AVE
SIDEWALK
235
230
225
220
215
Y10
No.
I DATE
I REVISION
ISSUED FOR:
CONFORMED PLANS
ISSUE DATE: DEC 2024
APPROVED BY: TLS
CHECKED BY: am
DRAWN BY: MAN
DESIGNER: BJB
G & O JOB NO: 22653
FILE; PLAN-PROF.DWG
0 1" 2"
TWO INCHES AT FULL SCALE.
IF NOT, SCALE ACCORDINGLY
CIVIL
205
CURB AND SIDEWALK
PLAN AND PROFILE
AR
V FOR CONSTRUCTION2i-DRAWING: C-OF: S
I O.� YE SHEET: 8 OF: 17
0
S 6TH ST G°
W
G C 0 O
MEF DOCUMENTATION ON FILE
WITH CONTRACTING AGENCY
CEDAR AVENUE S AND S 6TH STREET
CURB POINT:
POINT DESCRIPTION:
STATION:
OFFSET:
FL. ELEVATION:
CURB HEIGHT:
CURVE DESCRIPTION:
CENTER:
1
TOP RAMP
11+05.35
13.50' LT
222.72
6.0-
2
BOTTOM RAMP / TRANSITION PANNEL
11+20.35
13.50' LT
222.07
0.5'
3
PC / LANDING
11+26.35
13.50' LT
221.81
0.0-
L=23.53', R=15.00'
4=89'52'49"
11 +26.35
-28.50 LT
4
LANDING
11+38.71
20.00' LT
220.44
6.0-
5
PT / BEGIN CURB END SECTION
11+41.35
28.47' LT
219.43
6.0-
6
END CURB
11+41.36
34.47' LT
218.55
0.0"
7
BACK OF CURB
11+40.86
34.47' LT
218.55
0.0-
8
BACK OF CURB
11+40.85
28.47' LT
219.93
6.0"
9
BACK OF CURB
11+38.44
20,50' LT
220.91
6.0..
10
BACK OF CURB
11+26.35
20.50' LT
1 221.90
0.0-
qGap
..v..• K O,:I,<..•...•. Ins
1130 RAINIER AVENUE SOUTH,
SUITE 300
SEATTLE. WASHINGTON 98144
(206!284-0860
20' 10' 0 20' 40,
SCALE: 1"=20'
`L.ST
e. o
CONSTRUCTION AND CURB RAMP NOTES
1. CONTRACTOR TO FIELD VERIFY AND ADJUST RAMP LENGTH TO
MEET RAMP SLOPE REQUIREMENTS PER DETAILS. THE CURB
�0� ♦♦ nm �o
RAMP MAXIMUM RUNNING SLOPE AT THE BACK OF THE RAMP
'910FAL
SHALL NOT REQUIRE THE RAMP LENGTH TO EXCEED 15-FEET.
1/31/25
2. CURB RAMP. CROSS SLOPE SHALL NOT EXCEED 1.50%
(UNLESS NOTED OTHERWISE ON PLANS).
B
3. LANDING. CROSS SLOPE SHALL NOT EXCEED 1.50% (UNLESS
NOTED OTHERWISE ON PLANS). LANDING WIDTH IS 4' MINIMUM.
4. DETECTABLE WARNING SURFACE. SEE STANDARD PLAN
F-45.10 (MODIFIED) ON SHEET RD-5.
•y
3 ♦ 10�62 0
TRAFFIC CURB AND GUTTER, SEE
5. INSTALL CEMENT CONCRETE
CDR STANDARD PLAN 101.
oHAL
6. SINGLE DIRECTION CURB RAMP, SEE STANDARD PLAN
F-40.16-D3 (MODIFIED) ON SHEET RD-5.
ID
CITY OF RENTON
CEDAR AVE
SIDEWALK
No. I DATE I REVISION
ISSUED FOR:
CONFORMED PLANS
ISSUE DATE: DEC 2024
APPROVED BY: TLS
CHECKED BY: BJB
DRAWN BY: RAH
DESIGNER: BJB
G & O JOB NO.: 22653
FILE: CURB RAMPS.DWG
0 1" 2"
TWO INCHES AT FULL SCALE.
IF NOT, SCALE ACCORDINGLY
CIVIL
RIGHT-OF-WAY DISCLAIMER
CURB RAMP DETAILS
The right-of-way and/or property lines shown
nerenn nre 6eeee ein eti, nhle fn 7-tien' OR CONSTRUCTION
not on a een-eyee to.e6on one nre only
.pp-ihn.te / DRAWING: CR-1 OF: 'I
�pb
NTON OATS SHEET: 9 OF: 17
CONSTRUCT PAVEMENT
PATCH PER CITY OF
RENTON STD PLAN
103
BUTT
JOINT
3'
EXIST
PAVEMENT
MATCH
EXIST
CHAIN LINK FENCE--,
6'-V
6'-0" CLEAR
CAST IN PLACE TOP OF -
CONCRETE COPING
4" CEMENT
CONCRETE SIDEW=K
4'HMA
4"�
6' CSBC
#4 REBAR X 30 INCHES
LONG @ 3' O.C. (TYP.)
4- CSBC
SEE SECTION A -A
�.
FIN
GRAVEL BACKFILL FOR WALLS
a
DRAIN ROCK LAYER (CRUSHED
SURFACING BASE COURSE) SHALL
BE 12' MIN. HORIZONTAL THICKNESS
1
AT BACK OF WALL BLOCK.
PVC UNDERDRAIN PIPE 61N.
36'
DIAM. FULL LENGTH WRAPPED
IN FILTER FABRIC, SEE NOTE 4.
6" COMPACTED (95 % )
CRUSHED SURFACING TOP
COURSE LEVELING PAD.
NOTES:
1. MAINTAIN 2" MINIMUM COVER ON ALL REBAR.
2. FULL EXPANSION JOINTS SHALL BE PLACED EVERY 3RD JOINT AND
AT ALL WALL RADIUS AND BEND POINTS.
3. MODULAR BLOCK RETAINING WALL STANDARD BLOCK UNIT 8"X16"X21".
4 DRAIN PIPE TO CONNECT TO DOWNSTREAM STORM SYSTEM.
5. CONCRETE COPING SHALL BE CLASS 4000 PSI.
6. MODULAR BLOCK GRAVITY WALL EXPOSED HEIGHT IS 4 FEET OR LESS.
TYPICAL MODULAR BLOCK
RETAINING WALL SECTION
NOT TO SCALE
(p,}ytt..G[Y (fit
CLEAN AND TACK EDGE OF
EXISTING PAVEMENT WITH CSS1
I
—13" O.C. ul I
—SEE MOUNTING DETAIL SEE FENCE z I MATCH EXISTING PAVEMENT THICKNESS
1/2" X 1/2" CHAMFER SEAL JOINT WITH 4" WIDE
DETAIL j STRIP OF HOT PAVING ASPHALT
2 -#4 REBAR TOP AND
EXISTING PAVEMENT 3 (CSS-1) AND APPLY SAND
BOTTOMU
N ) BLANKET.
EXISTING BASE MATERIAL HMA AT SUBGRADE REPAIR
ST
3M TYP I
i CAST IN PLACE CONCRETE
COPING. SEE SECTION A•A 7"x7"x112" STEEL p1 O
F
(B" MIN.) y PLATE a
O W r
FILL IN VOIDS WITH W
CRUSHED SURFACING > L—� 4 EA 5184N DIA THREADED 9'b
TOP COURSE J = w r • 4 RODS DRILLED INTO \`\`'\\\\ \\ "\\ "\ `\ \ ' rr
4' ; ' tl1 r r CONCRETE AT 3-IN. D.C., 1 FIRM AND UNYIELDING 70NAL`
CAST IN PLACE WITH 44N EMBEDMENT IN I-O- SUBGRADE
>HED GRADE 6 CONCRETE COPING G • ADHESIVE, PER AASHTO 4/22I25
')
CODE �CRUSHED SURFACING
2 - 04 REBAR TOP AND TOP COURSE PER N J • BO
12" �$� BOTTOMU CDR STD. PLAN -103.
• e NOTES: 0Q.' uT ri.4 '
a� SEE SURFACE 1. STEEL PLATE, THREADED '
RESTORATION ANCHOR RODS, WASHERS AND
PBb,� PLAN MOUNTING DETAIL NUTS ARE HOT DIPPED BUTT JOINT DETAIL
NOT TO SCALE GALVANIZED PER WSDOT NOT TO SCALE'•
STANDARD SPECIFICATION. 'ANAL 5
EXISTNIG GROUND 2. THE ADHESIVE IS SIMPSON SET
XP OR CONTRACTING AGENCY APPROVED EQUAL.
94 REBAR X 301NCHE5
LONG @ 3' O.C. (TYP.)
SEE SECTION A -A 19
PVC UNDERDRAIN PIPE 61N.
CITY OF RENTON
DIAM. FULL LENGTH WRAPPED ,
IN FILTER FABRIC, SEE NOTE 4.
CEDAR AVE
SIDEWALK
i CL
CONTR. JNT. 10-±(rvP.) CONTR. JNT.
������!■Iliill■Ili�l■liillll
1/2" EXPANSION JOINT EVERY
:.
'ENCE POST TOP OF CONCRETE COPING:��
PROVIDE 244 TOP OF MODULAR BLOCK W
REBAR TOP SEE MOUNTING DETAIL
11i�1111ii1111ii1111111110111
all
11111■1111
�'!1■�rl■i!I■�dl■11'■11■11■111
I�1111111111/I
RUN
Iloilo
io1�
\
PROVIDE ONE #4 REBAR X
B" MIN. CLEARANCE FROM
30aNCHES LONG @ 3' O.C.
\ TOP OF WALL TO TOP OF COPING
(TYP.) WI 2" CLEAR. FILL
^ VOIDS WITH CONCRETE OR
/�\ GROUT AROUND ANCHOR
STANDARD BLOCK UNIT
SECTION A -A
NOT TO SCALE
-Iy25
ADDENDUM 3
NEW CONCRETE 6'
No
I DATE
I REVISION
ISSUED FOR:
CURB LOWERED
SECTION
CONFORMED PLANS
12
ISSUE DATE DEC 2024
APPROVED BY: TLS
—,1
�
O
CHECKED BY: BJB
GUTTER ° ° v ° v O
DRAWN BY: MAN
DESIGNER: BJB
NOTE:
G & O JOB NO: 22653
CONCRETE CURB END SECTION TO BE USED AT
FILE: STD_DETAILS.DWC
ALL LOCATIONS WHERE NEW CURB DOES NOT MEET
EXISTING CURB, AT SIDEWALK TRANSITION SECTIONS
ANDIOR AS REQUIRED IN THE FIELD BY THE ENGINEER.
CONCRETE CURB END SECTION I CIVIL
NOT TO SCALE
WALL AND STAIR
DETAILS
A C, FOR CONSTRUCTION
i _ DRAWING: RD-1 OF: 5
CITY OF RENTON AlE SHEET: 10 OF: 17
t00 STREET PAVING & APPURTENANCES STANDARD PLAN No 440a
REV DATE: OCT 2019
10' T H
4'-O' STD WIDTH
I
6' 6"
rEMENT CONC.
M -S LANDING I W LK
o T -3
WN
+
y4 BARS 0 D'-II.0C 6'-O'MAX
14 2.0'0 0
SEE 1 a I
EE DETAIL A 0:4 Sip PLAN O 0&Aoo �'
ON SHEET RO.3 FAIR WALL DETAIL �� °Q�a �0 _ MIN 6'
SIDE VIEW ��° �'R I
h- THROUGH
TYP TREAD LENGTH c,t�F'j �tS ON `R JOINT MATERIAL
GRADE POINT
E
Ct OF G AL
ONC. WALK STAIRWAY 3/4- SHEET RD-3
12'MIN
TYP
SEE DETAIL C ON SEE NOTES ON VENTING
STD PLAN NO 440D y4 6'-6"
TYP AT RAIL 8 2.'-0'OC
12"MIN ENDS I t -0 -SEE DETAIL E
\ r ON STD PLAN NO 440b
)¢" THROUGH GRADE LINE
JOINT LANDING
MATERIAL SEE NOTE 14&18 04 TYP ® O'-11"OC
GRADE POINT
NOTES: - 2"CLR (TYP)
1. FLIGHTS OF STAIRS MUST HAVE MAX VERTICAL RISE OF 12' BEFORE A LANDING.
2. AVOID FEWER THAN 2 RISERS PER FLIGHT.
3. STEPS IN FLIGHT MUST HAVE UNIFORM TREAD RUNS AND UNIFORM RISER HEIGHTS WITH TOLERANCE OF t3/8".
4. TREADS MUST BE 11"MIN, 12"MAX. RISERS MUST BE 5"MIN, 7"MAX.
5. LANDINGS BETWEEN FLIGHTS OF RISERS MUST HAVE SAME WIDTH AS STEPS AND A MIN LENGTH OF 4'-0".
6. STAIRWAYS WITH 1 OR MORE RISERS MUST HAVE HANDRAILS ON BOTH SIDES.
7. HANDRAILS MUST BE CONTINUOUS ACROSS LANDINGS BETWEEN FLIGHTS OF STEPS.
B. ALL STEEL MUST BE HOT DIPPED GALVANIZED.
9. PIPE MATERIAL MUST BE ASTM A53 AND ROUND BAR ASTM A36.
10. REINFORCING STEEL MUST BE ASTM A615 GR 60.
T10NAe-*NE 'Mf�^--BE e• A.^^4Nss).
12 PIPE DIAMETERS SHOWN CORRESPOND TO PIPE "SHAPE" AS DEFINED IN AMERICAN INSTITUTE OF STEEL CONSTRUCTION MANUAL.
13. CONCRETE CLASS CL3000.
14. LANDINGS MUST BE 0.5%MIN FOR A MIN LENGTH OF 4', ADJACENT SIDEWALK MAY BE PART OF LANDING IF SLOPE CRITERIA AND SETBACKS FROM
HANDRAILS ARE MET.
15 TREAD SURFACE MUST HAVE GROOVES AT THE NOSE FOR TRACTION.
}6. IF UNP DING 15 ELS104E MUS+--HAVE--VERi NuAE
10. DIMENSION FROM THE BOTTOM LANDING RAILING TO THE NOSE OF THE TREAD MUST BE 12"MIN + 1 TREAD LENGTH.
19. HANDRAIL GRIPPING SURFACE AND ADJACENT SURFACES MUST BE FREE FROM SHARP OR ABRASIVE ELEMENTS AND MUST HAVE ROUNDED EDGES.
20, BOTTOM HANDRAIL EXTENSION MUST EXTEND ONE TREAD LENGTH MINIMUM PARALLEL TO THE SLOPE OF THE STAIR BEYOND BOTTOM STAIR
NOSING.
21. TOP HANDRAIL EXTENSION MUST EXTEND HORIZONTALLY ABOVE LANDING 12" MINIMUM BEYOND TOP STAIR NOSING.
22. REBAR SIZING AND SPACING MAY CHANGE FOR WIDER OR NARROWER STAIRWAYS.
23.EXTERNAL VENT HOLES MUST BE AS CLOSE TO THE WELD AS POSSIBLE AND MUST BE 25% THE SIZE OF THE I.D. OF THE PIPE, BUT NOT LESS
THAN -%" IN DIA.
24. VENT HOLES IN END SECTIONS OR IN SIMILAR SECTIONS MUST BE Ys" IN DIA.
25. ENDS MUST BE LEFT COMPLETELY OPEN. ANY DEVICE USED FOR FIELD -ERECTION THAT PREVENTS FULL OPENINGS ON ENDS OF HORIZONTAL
RAILS AND VERTICAL LEGS MUST BE GALVANIZED SEPARATELY AND ATTACHED AFTER GALVANIZING.
CEMENT CONCRETE
City of Seattle NOT TO SCALE STAIRWAY & HANDRAIL
(MODIFIED)
Proposed 2020 Edition City of Seattle Standard Plans for Municipal Construction
m RTREET PAVING & APPURTENANCES
a"
///''''''MOUND FOR
2" STD STEEL / DRAINAGE (TYP)
PIPE POST /
2"CLR
16 GA GALV
STEEL SLEEVE
y4
d a
REINFORCING
°D
U BAR AT
EACH POST
4
SEE DETAIL E
d
d
I
NON -SHRINK
o
GROUT
4
4-
la
,
a
l0.
EE STAIR
WALL DETAd DETAIL
IN SHEET RD-3
i 2" STD STEEL PIPE &
CL 2" STD STEEL
TOP OF GRIPPING HANDRAIL
PIPE & rL 2" STD
rL 2" STD STEEL
STEEL PIPE POST
PIPE POST
C
C
I
IYa" GRIPPING
HANDRAIL (STD STEEL
PIPE)
1%" GRIPPING
HANDRAIL
DETAIL C
(STD STEEL PIPE)
HAND
GRIP TERMINATION
SECTION C-C
STANDARD PLAN N0440b
IL 2" STD STEEL
RIPPING
PIPE & rL 2" STD
rL 2it
ANDRAIL (14'
STEEL PIPE POST
STEETD
STEEL
4•
POSPE)
lY' GRIPPING
HANDRAIL (STD
lYy"
STEEL PIPE)
GRIPPING
HANDRAIL
(STD STEEL
a
PIPE)
ROUND
Y.-ROUND BAR
I
2" STD STEEL
PIPE POST
MOUND FOR
DRAINAGE (TYP)
4
y4 s'-s' o
/ 2'-0" OC
/
a
E y4 ® 0'-11"
GRADE
OC
L-NE
m
4
y4 REINFORCING
e d 4
U BAR AT EACH
/
POST SEE
DETAIL F
a
6
dv
NON -SHRINK
GROUT
a
4' SLEEVE
SEE STAIR WALL DE ETAIL
ON SHEET RD-3
iR-EFS-T•$SPEGSEG 8 15--
D
DETAIL D SECTION D-D
NOTE:
PIPE DIAMETERS SHOWN CORRESPOND TO PIPE
"SHAPE" AS DEFINED IN AMERICAN INSTITUTE OF
STEEL CONSTRUCTION MANUAL.
3"-0-
wP \_#4 REINFORCING U BAR
DETAIL F
CONTINUOUS X -
WELD, ONE EXPANSION GAP
SIDE, Ye
DOWN -SLOPE 2"MIN 2"MIN 1Y," STEEL PIPE
EDGE (TYP) INSERT
2" STD
+--- --- STEEL PIPE
1 I
DETAIL G
q11
1 1 CEMENT CONCRETE
City of Seattle NOT TO SCALE STAIRWAY & HANDRAIL
I (MODIFIED)
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CITY OF RENTON
CEDAR AVE
SIDEWALK
N. I DATE
I REVISION
ISSUED FOR:
CONFORMED PLANS
ISSUE DALE
DEC 2024
APPROVED BY:
TLS
CHECKED BY:
BJB
DRAWN BY:
MAN
DESIGNER:
BJB
G & O JOB NO.:
22653
FILE:
STO_DETAILS.DWC
CIVIL
STAIR AND HANDRAIL
DETAILS
FO0R CONSTRUCTION
DRAWING: RD-2 OF: $
AP
OF RENTON DATEV SHEET: OF: 17
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CITY OF RENTON
CEDAR AVE
SIDEWALK
No
I DATE
I REVISION
ISSUED FOR:
CONFORMED PLANS
ISSUE DATE:
DEC 2024
APPROVED BY:
TLS
CHECKED BY:
BJB
DRAWN BY:
MAN
DESIGNER:
BJB
G & O JOB NO:
22653
CIVIL
S Z �
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CEDAR AVE
SIDEWALK
No. i DATE
I REVISION
ISSUED FOR:
CONFORMED PLANS
ISSUE DATE:
DEC 2024
APPROVED BY:
TLS
CHECKED BY:
BJB
DRAWN BY:
MAN
DESIGNER:
BJB
G & O JOB NO:
22653
FILE:
STD DETAILS.DWG
CIVIL
CURB RAMP DETAILS
DRAWING: RD-5 OF: 5
SHEET: 14 OF: 17
c
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1
END FENCE, END POST
STA. 11+32.26, 21.9' LT
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BEGIN FENCE, ENO POST
I
/
BEGIN FENCE, END POST
END FENCE, END POST
-
STA. 10+32.25, 20.1' LT
STA. 10+90.16, 20.1' LT
STA 10+95.03, 20.1' LT
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_. _ CEDAR AVE S
11i00
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FENCE LAYOUT PLAN
SCALE: 1"=10'
1
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MYERS GERALD M
601 CEDAR AVE S 96057
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7221400248
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7231500460
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10, 5' 0 10' 20,
SCALE: 1'=10'
SURFACE RESTORATION LEGEND
SYMBOL
DESCRIPTION
REMARKS
SOD INSTALLATION
OVER 6-IN TOPSOIL
NO IRRIGATION
TYPE A
BARK AND TOPSOIL
3 INCHES BARK OVER 12 INCHES TOPSOIL
TYPE A
TYPE A
CSTC SURFACING
6-INCH COMPACTED DEPTH
SEE TYPICAL SECTION
HMA PAVEMENT
GRADE AT WHICH SHRUB
GREW IN NURSERY
I
6" DEPTH COMPACTED BARK—
�1 I
MULCH, KEEP AWAY FROM
FOLIAGE
(n I
MOUND SOIL TO FORM 4-
HIGH IRRIGATION BASIN
REMOVE ALL
BURLAP/CONTAINER, TWINE
`n I
8 WIRE FROM ROOT BALL
AND
SPREAD ROOTS
11 • 6< 30.2' LT I
BACKFILL PLANTING PIT WITH
TOPSOIL. INCORPORATE 25
COMPOSTIMULCH AMENDMENT.
11+97
s_ e
S9�
------------------------------------------
RIGHT-OF-WAY DISCLAIMER
THE RIGHT-OF-WAY AND/OR PROPERTY LINES
SHOWN HEREON ARE BASED ON AVAILABLE
INFORMATION, NOT ON A SURVEYED LOWTION AND
ARE ONLY APPROXIMATE
112 DIA. ROOTBALL
1/// /�/ /\/ � / 4" MIN
\�
SCARIFY
O
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COMPACT PLANTING SOIL NOTE:
UNDER ROOTBALL TO PERFORM SHRUB PIT DRAINAGE
PREVENT SETTLING TEST IN THE PRESENCE OF CITY
INSPECTOR PRIOR TO PLANTING
SHRUB PLANTING/STAKING
NOT TO SCALE
1130 RAINIER AVENUE SOUTH,
SUITE 300
SEATTLE. WASHINGTON 98144
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4/22/25
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CITY OF RENTON
CEDAR AVE
SIDEWALK
/M1I W12Q5I ADDENDUM 1
NO I DATE I REVISION
ISSUED FOR:
CONFORMED PLANS
ISSUE DATE. DEC 2024
APPROVED BY: TLS
CHECKED BY: BJB
DRAWN BY: RAH
DESIGNER: BJB
G & O JOB NO.: 22653
FILE: LSCP_PLN DET.DWG
0 1" 2"
TWO INCHES AT FULL SCALE.
IF NOT, SCALE ACCORDINGLY
CIVIL
LANDSCAPING AND
FENCE PLAN
AP OR CONSTRUCTION
DRAWING: SR-1 OF: I
OF RENTON D TE SHEET: 15 OF: 17
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NOTES
3 INSTALL ON TYPE ] W pRICADES THROUGHOUT THE WORK AREA
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CITY OF RENTON
CEDAR AVE
SIDEWALK
No. I DATE I REVISION
ISSUED FOR:
CONFORMED PLANS
ISSUE DATE DEC 2024
APPROVED BY:
DRAWN BY:
DESIGNER:
G & O JOB NO: 22653
FILE: TC_DET.DiVG
D 2'
TWO INCHES AT FULL SCALE.
IF NOT, SCALE ACCORDINGLY
CIVIL
TRAFFIC CONTROL
PLAN
DRAWING: TC-1 OF: 2
SHEET: 16 OF: 17