Press Alt + R to read the document text or Alt + P to download or print.
This document contains no pages.
HomeMy WebLinkAboutzR-3853SetPLANS
GENERAL BID INFORMATION:
BUILDERS EXCHANGE OF WASHINGTON,
CITY CONTACT:
FLORA LEE, PE
CONSULTANT CONTACT:
ROBIN NELSON, PE
CONTRACT NO. CAG-16-035
AWARD AMOUNT:
116TH AVE SE SIDEWALK
NC. (425) 258-1303
(425) 430-7303
(425) 827-2014
AADDENDUM #2 8/26/16
FEDERAL AID NO. CM=1 193(003)
VOLUME 2 OF 2
AWARD DATE:
AWARD TO:
A*
4b P R
r
e
LOC
116TH AVE SE
-.M6..mw— -LLL\M�
-
-4
RECORD DRAWING
Based upon best available information
obtained during construction.
Date: 07/27/2017
By. B S
Checked By: DS
$500,000.62
September 27, 2016
Kamins Construction
PO Box 867
Bothell, WA 98041-0867
VICINITY MAP
NTS
SUBMITTED BY:
CPACE
An Engineering Services Company
E
M
—0
—i
�� z
0
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827.2014 1 f. 425.827.5043
Civil I Structural I Planning I Survey
www. paceengrs.com
CITY OF
Pubfic Works Department
Transportation Systems Division
w
>
Q
Q0
Q0
Ln
i
cn
U
z
Q
m
m
0
w
/
O
z
0
0
w
0
w
w
i
z
0
Q
z
0
U
cn
z
0
U
0
0
z
w
w
L
Q
z
Q
z
0
U
m
Z
0
U
z
z Q
o�
ow
__jo
w
Un w
w
oil
m z
m�
�Q
m
7 �o
w_
LnLO
NLn
�o
�j
o z
No
r` z
�w
03;
o.
w�
oW
J _J
w w
TEMPORARY EROSION AND SEDIMENT
CONTROL NOTES
DRAINAGE NOTES
1.
BEFORE ANY CONSTRUCTION ACTIVITY OCCURS, A PRE -CONSTRUCTION
1.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2016 STANDARD SPECIFICATIONS FOR ROAD,
MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC
BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS
WORKS PROJECT MANAGER.
ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT.
2.
ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON
2.
THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED
THE PLAN(S) SHALL BE CLEARLY FLAGGED IN THE FIELD AND OBSERVED DURING
PLANS, WHICH ARE ON FILE IN THE PUBLIC WORKS DEPARTMENT. ANY DEVIATION FROM THE
CONSTRUCTION.
APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS
DEPARTMENT, SURFACE WATER UTILITY SECTION.
3.
ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND
IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO ENSURE THAT
3.
A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN
SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL EROSION
PROGRESS.
AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL
SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR
4.
DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR
ON -SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND
HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/ 1991 METERS UNLESS OTHERWISE
ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY
APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND
OF THE CONTRACTOR.
ELEVATIONS ARE NOTED ON THE PLANS.
4.
THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED IN CONTRACT PLANS ARE
5.
ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND GRADING
INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS
CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED
CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE
AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED.
CONTRACTOR SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL
FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE
6.
ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN
PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION
ACCORDANCE WITH SECTION 7-08.3(1)C OF THE CURRENT STATE OF WASHINGTON STANDARD
AND RESPONSIBILITY OF THE CONTRACTOR TO ADDRESS ANY NEW CONDITIONS THAT MAY
SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF
BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND
THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND
ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES
COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF
AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM.
THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL
BE GRAVEL BACKFILL PER WSDOT STD SPEC 9-03.12(3). ALL TRENCH BACKFILL SHALL BE
5.
DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH APRIL 30TH, ALL PROJECT
COMPACTED TO MINIMUM 95% FOR PAVEMENT AND STRUCTURAL FILL AND 90% OTHERWISE PER
DISTRIBUTED SOIL AREAS GREATER THAN 5,000 SQUARE FEET, THAT ARE TO BE LEFT
WSDOT 9-0314(1). PEA GRAVEL BEDDING SHALL BE 6 INCHES OVER AND UNDER PVC PIPE.
UN -WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR
PLASTIC COVERING.
7.
GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACILITIES SHALL HAVE
ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE.
6.
IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER
WORK IS ANTICIPATED FOR A PERIOD 30 DAYS OR MORE, ALL DISTURBED AREAS MUST
8.
STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING LINE OF ANY STORM DRAINAGE
BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTING OR OTHER APPROVED
PIPE, OR 15 FEET FROM THE TOP OF ANY CHANNEL BANK.
EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR. GRASS SEEDING
ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER,
9.
ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL.
INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE
CONTRACTOR, BUT MUST BE AUGMENTED WITH MULCHING, NETTING OR OTHER TREATMENT
10.
OPEN CUT ROAD CROSSINGS THROUGH EXISTING PUBLIC RIGHT OF WAY WILL NOT BE ALLOWED UNLESS
APPROVED BY THE CITY OF RENTON, OUTSIDE THE SPECIFIED TIME PERIOD.
SPECIFICALLY APPROVED BY CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS ADMINISTRATOR.
7.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY
11.
ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY
DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO
ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS:
PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY
4 - 8 INCH ROCK / 40 - 70% PASSING;
IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY
2 - 4 INCH ROCK / 30 - 40% PASSING; AND
WORK WITHIN THE TRAVELED RIGHT OF WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW
LESS THAN 2 INCH ROCK 10 - 20% PASSING.
/
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.
PROJECT LEGEND
EXISTING
PROPOSED
DESCRIPTION
-
-
CENTER LINES
RIGHT-OF-WAY LINES
LOT LINES
-... •••
DITCH LINE
FLOW LINE
WATER LINE
-SS-SS-SANITARY
SEWER LINE
SD
STORM DRAIN LINE
GAS LINE
UP
UNDERGROUND POWER LINES
it
Ur
UNDERGROUND TELEPHONE LINES
JTV
UTV
UNDERGROUND CABLE TV LINES
JFO
UFO
UNDERGROUND FIBER OPTIC LINES
-
P
OVERHEAD POWER LINES
)HL
OHL
OVERHEAD UTILITY LINES
-0-0-0-0-
CHAIN LINK FENCE
x
x x x x
WIRE FENCE
- -
WOOD FENCE
EDGE OF WOODS OR BRUSH
CURB AND GUTTER
140
CONTOUR LINE
EXISTING
PROPOSED
DESCRIPTION
N
WATER VALVE
-6-
HYDRANT
®
WATER METER
SO 0❑
DS 0
MANHOLES (SS/SD)
❑
❑®
CB
-0-
POWER/UTILITY POLE
E-
GUY ANCHOR
0
POWER TRANSFORMER
©0
POWER/TELEPHONE VAULT
13PMET
POWER METER
❑
TELEPHONE/TV RISER
Kp
GAS VALVE
❑O
GAS METER
STREET LIGHT
❑❑
LUMINAIRE
X
X
SPOT ELEVATION
i
SIGN
o
MAILBOX
ROCKERY
CONIFEROUS TREE
0
DECIDUOUS TREE
A +
MONUMENT/CONTROL POINT
SET MAGNETIC NAIL W/ WASHER
WETLAND/STREAM BIOLOGIST FLAG
TRAFFIC SIGNAL
SHEET LIST
SHEET
TITLE
GENERAL
C 1.00
COVER
C1.01
SHEET LIST, GENERAL NOTES, LEGEND AND ABBREVIATIONS
C1.02
SURVEY CONTROL PLAN
C1.03 EXISTING CONDITIONS
C1.04 EXISTING CONDITIONS
TESC AND DEMOLITION
C2.00
116TH AVE SE PLAN
C2.01
116TH AVE SE PLAN
ROADWAY GRADING AND DRAINAGE
C3.00
116TH AVE SE PLAN & PROFILE
C3.01
116TH AVE SE PLAN & PROFILE
C3.02
116TH AVE SE PLAN & PROFILE
C3.03
DETAILS
C3.04
DETAILS
C3.05
DRIVEWAY RESTORATION PROFILES
CHANNELIZATION
C4.00
116TH AVE SE PLAN
C4.01
116TH AVE SE PLAN
TRAFFIC CONTROL
C5.00
ONE LANE, TWO WAY TRAFFIC CONTROL
C5.01
LANE SHIFT
C5.02
LANE SHIFT
C5.03
CLOSE LEFT TURN LANE
PROJECT ABBREVIATIONS
ALT
ALTERNATE
GV
GATE VALVE
PL
PROPERTY LINE
APPROX
APPROXIMATE
HDPE
HIGH DENSITY POLYETHYLENE
PP
POWER POLE
APW
AMERICAN PUBLIC WORKS
HH
HAND HOLE
PRV
PRESSURE REGULATION VALVE POINT
ASPH
ASPHALT
HP
HIGH POINT
PT
POINT OF TANGENCY
ATB
ASPHALT TREATED BASE
HWY
HIGHWAY
PUD
PUBLIC UTILITY DISTRICT
AVE
AVENUE
HYD
HYDRANT
PVC
POLYVINYL CHLORIDE
AWWA
AMERICAN WATER WORKS ASSOCIATION
ID
INSIDE DIAMETER
PVI
POINT OF VERTICAL INTERSECTION
BM
BENCHMARK
IE
INVERT ELEVATION
R
RADIUS
BOT
BOTTOM
IN
INCH
RG
ROUGH GRADE
BST
BITUMINOUS SURFACE TREATMENT
INCL
INCLUDING
RP
RADIUS POINT, REFERENCE POINT
BLDG
BUILDING
IRR
IRRIGATION
RJ
RESTRAINT JOINT
CB
CATCH BASIN
L
LENGTH
ROW
RIGHT OF WAY
CF
CUBIC FEET
LB
POUND
RT
RIGHT
CIP
CAST IRON PIPE
LF
LINEAL FOOT (FEET)
SS
SANITARY SEWER
CJ
CONSTRUCTION JOINT
LS
LUMP SUM
SCH
SCHEDULE
CL
CENTER LINE
LT
LEFT
SD
STORM DRAIN
CMP
CORRUGATED METAL PIPE
MAX
MAXIMUM
SF
SQUARE FEET
CMU
CONCRETE MASONRY UNIT
MB
MAILBOX
SHT
SHEET
CONC
CONCRETE
MH
MANHOLE
SIM
SIMILAR
CPE
CORRUGATED POLYETHELENE
MIC
MONUMENT IN CASE
S
SLOPE
CULV
CULVERT
MISC
MISCELLANEOUS
ST
STREET
CY
CUBIC YARD
MJ
MECHANICAL JOINT
STA
STATION
DI
DUCTILE IRON
MOC
MIDDLE OF CURVE
STD
STANDARD
DIAM
DIAMETER
MON
MONUMENT
ST
STEEL
E
EAST
MW
MAGNETIC NAIL & WASHER
STIR
STRUCTURAL
ELEV
ELEVATION
N
NORTH
SD
STORM DRAIN
EST
ESTIMATE
N/A
NON APPLICABLE
SY
SQUARE YARD
EVC
END VERTICAL CURVE
NIC
NOT IN CONTRACT
TOC
TOP OF CURB
EXIST
EXISTING
NO.
NUMBER
TOP
TOP OF PIPE
FF
FINISH FLOOR
NTS
NOT TO SCALE
TYP
TYPICAL
FG
FINISH GRADE
O.C.
ON CENTER
UGP
UNDERGROUND POWER LINE
FH
FIRE HYDRANT
O.D.
OUTSIDE DIAMETER
UP
UTILITY POLE
FM
FORCE MAIN
OHP
OVERHEAD POWER LINE
VC
VERTICAL CURVE
FO
FIBER OPTIC
OHP&T
OVERHEAD POWER & TELEPHONE
VPI
VERTICAL POINT OF INTERSECTION
FT
FEET, FOOT
PC
POINT OF CURVATURE
W
WEST, WATER
G
GAS
PE
PLAIN END
W/
WITH
GR
GRADE, GRAVEL
PI
POINT OF INTERSECTION
WM
WATER MAIN
0 5 10 20
VER T.
Scale In Feet
0 10 20 40
HORIZ.
Scale In Feet
N
00
rPAC
E
An Engineering Services Company
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827.2014 1 f. 425.827.5043
wl0
z
0
U)
w
�ICn
Civil I Structural I Planning I Survey
www. paceengrs.com
U)
LU
U)
W
Q
Z
r
r
C
O
Cn
0
C N
O •S m
O 0 N
'O O Y
to N U
N
m a m U
2 C i
O
0
Z
2
Q
w
w
t
W Z
11- p
O
J ZQ
If Q W
W Of Of
W W M
0 LLJ Q
0
0
Z
w Q
J
W
Ld
SCALE: DATE:
AS SHOWN 8/26/16
DESIGNED BY: CHECKED BY:
TC RN
!IWO-110Ir•1:1I0
SHEET:
CALL BEFORE
YOU DIG 811
UNDERGROUND SERVICE (USA) SHEET#
15465
C1.01
2 of 20
CP1 N1 ° 15' 08"E 10 00
2657.36' CP6
STA: 10+00.00
N=165330.94
E=1305670.61
BEGIN 116TH AVE SE
CONSTRUCTION CENTERLINE
MFE
mr-
I
2923059086 2923059097
11526 SE PETROVITSKY RD 17445 116TH AVE SE
BLAYLOCK GERALD T+ KELLY C KASTNER ETHI R
STA: 10+73.30
BEGIN PROJECT LIMITS IE 12"CB RIM=422.42
CMP(N)=416.82
IE 12"CMP(S)=416.92
CB RIM=433.42 CB RIM=424.19
IE 12"CMP(E)=430.52 IE 12"CMP(N)=419.39 LU
C14
11 +00 0
-- 12 i 00 N 1° 46' 18"E 13+00 L 1 1 q
1300.00' -�
RIM N4(CL LID)
0 D DIP-UNABLEABLE TO OPEN
INV 8"(N)=425.5' CB RIM=434.55
PER ASBUILT INFO IE 12"CMP(N)=42[95
I
2823059048 I I I
11602 SE PETROVITSKY RD 2823059057
REILLY M J M 17450 116TH AVE SE
SSMH RIM=411.42(CL LID)
IE CL 18"CHAN.(E,SW)=392.22
CB RIM=409.04
IE 18"CMP(N)=405.64
IE 18"CMP(SW)=405.54
12"CMP OVERFLOW=407.74
116TH AVE SE
15+00 16+00
I 1
I V L
NOT FOUND
SSMH RIM=411.86(CL LID)
SSMH RIM=419.54(CL LID) IN 15"(E,W)=368.6
IE CL 8"PVC CHAN(N,S,SE)=405.34 SDMH RIM=418.29 INV B"(N,S)=39fi.85
INV 8"(S)=407.0 24"CMP(N)=409.04 PER ASBUILT(39-8)
INV 6"(N)=402.0 IF_E 12"CMP(S)=413.69 SDMH RIM=414.04 CB RIM=409.82
PER ASBUILT(39-13) I I IE 24"CMP(N)=409.04 IE 24'•CMP(N)=405.72
OVERFLOW=411.54 IE 24"CMP(SE)=405.67 I I
IE 24"CMP(S)=409.04
IE 24"CPEP=403.91
IE 24"CPEP=405.36
SAMORA SID 7938400110
116TH AVE SE
2823059062 I ROBBINSOGEORGE A+LINDA D
17442 116TH AVE SE 11
LE SON TRUONG
I
7938400090
a 17408 116TH AVE SE
MARSHALL EUGENE D
2823059056 I I 9
1.7428 116TH AVE SE 7938400100
BOUTON DEBRA A 17420 116TH AVE SE
HANSEN RODNO G+DEBRA S
2680650000
11500 SE 173RD ST F-
GAINSBOROUGH COMMONS
M�
CB RIM=410.18
IE 18*CMP(N)=407.78 CB RIM=412.00
IE 18"CMP(S)=407.78 IE 18"CMP(N)=409.10 e�
IE 12"'MP(W)=407.78 IE 18"CMP(S)=409.00 CB RIM=416.86
IE 18"CMP(N)=413.76 CB RIM=423.95
R IE 18"CMP(S)=413.71 LU IE 18.CMP(N)=420.95 CB RIM=427.9
�/� IE 18"CMP(S)=420.9� IE 18"CPEP(N)=424.4
�i IE 18"CPEP(S)=424.4
IE 18"CPEP(NW)=424.7
116TH AVE SE
17I 1R+nn
R/W
CB RIM=411.62
IE 24"CPEP(N)=408.02
IIE 24"CPEP(S)=408.02
7938400070
17322 116TH AVE SE
WATERS BOBBY C+ELSA
L 7
I
I
7- �IM=415.55
IE 24"CPEP(N)=411.65
SSMH RIM=412.83 IE 24"CPEP(S)=411.65
IE CL 8"PVC CHAN.(N-S)=402.38
I PER $SBN ILS(=39940
I
7938400060
17314 116TH AVE SE
OWNER BRIAN E
6
L1
I 7938400050 IL17240
7938400040
[17248 116TH AVE SE 116TH AVE SE
VU TIEN H+NGAT WOOD ROBERT J
THI LAI+VAN 4
5
20+00
OHL
L.. - - I _. _..
R/_
CB RIM=410.33
IE 24"CPEP(N)=406.58
IE 24"CPEP(S)=406.58
7938400080
17400 116TH AVE SE
HADFIELD PETER
8
r 1
L�J
Q0
~ J
� W
W m
Z
W
J W
= �
U
H
CQ
C
2923059143
17223 116TH AVE SE
L FENNELL TODD C
STA: 21 +94.00
END PROJECT LIMITS
0
0 CB RIM=429.56
0 IE 18"CPEP(N)=425.41 CB RIM=432.71
0 IE 18"CPEP(S)=425.36 IE 18"CMP(N)=429.01
IE 18"CMP(S)=429.01
R/W
oW DCP3
21+00 2+00
• �_ 23+00 N1 ° 46' 18"E CP2
1359.95'
RIM=424.60 :E I I
IE 24"CPEP(N)=421.00 CB RIM=429.92
IE 24"CPEP(S)=421.00 IE 24"CPEP(N)=425.32
7938400030 IE 24"CPEP(S)=425.32
17236 116TH AVE SE 7938400010
STEVENS D W I 17224 116TH AVE SE
3 7938400020 I ROLAND CALVIN+
17232 116TH AVE SE MARY JEAN 0
COLLODI FLORIO+PATRICIA 1
I I 2 I I
POINT NUMBER
NORTHING
EASTING
ELEVATION
DESCRIPTION
CP1
162674.22
1305612.54
497.08
704-55.1 MIC
CP2
167989.62
1305752.85
459.08
704-55.2MIC
CP3
166635.89
1305684.34
435.45
704-55.3MW
CP4
165363.76
1305641.18
447.93
704-56.4MW
CP5
165533.46
1305702.72
432.51
704-56.5MW
CP6
165330.94
1305670.61
448.16
704-56.6MIC
CP7
165849.24
1305704.25
410.06
704-56.7MW
CP8
166136.40
1305709.26
413.73
704-56.8MW
CP9
1 166432.67
1 1305717.14
1 429.56
1 704-56.9MW
R/W STA 00.00
CB RIM=43196 CB RIM=432.95
P.
1= 1YCPE 4IE 1(N))=429.95
N=166630.32
IE 24"CPEP(S)=428.26 IE 2"CMP(S=429.45 E= 1305710.80
IE 12"PVC(E)=428.86
SSMH RIM=4OPEN END 116TH AVE SE
UNABLE )= OPEN
INV B(BUILT(36 CONSTRUCTION CENTERLINE
PER ASBUILT(39-15)
2823059124
17200 116TH AVE SE
U S POSTAL SERVICE
KCSP 185006
SURVEY MAPPING NOTES:
HORIZONTAL DATUM: CITY OF RENTON-NAD 83/91 PER CITY OF RENTON CONTROL
NETWORK. HELD CONTROL POINT NUMBERS 1863 AND 1868.
1863 N=167,989.62 FT. E=1,305,572.848 FT.
1868 N=162,674.21 FT. E=1,305,612.473 FT.
VERTICAL DATUM: CITY OF RENTON-NAVD 88 PER CITY OF RENTON CONTROL
NETWORK. HELD BENCH MARK 2110
2110-MONUMENT AT INTX OF 116TH AND PETROVITSKY RD
ELEVATION=448.16 FT.(HELD)
1863 ELEV.=459.077 FT.(HELD)
ALL DISTANCES SHOWN ARE GROUND DISTANCES UNLESS OTHERWISE NOTED.
THE LOCATION AND DESCRIPTION OF ALL SURVEY MARKERS SHOWN HEREON ARE BASED
ON FIELD OBSERVATIONS TAKEN IN AUGUST 2015, UNLESS OTHERWISE INDICATED.
WORK PERFORMED IN CONJUNCTION WITH THIS SURVEY UTILIZED THE FOLLOWING
EQUIPMENT AND PROCEDURES: (A) 1" TRIMBLE S6 SERIES ELECTRONIC TOTAL STATION
AND A FARRO 3D SCANNER, MAINTAINED TO THE MANUFACTURER'S SPECIFICATIONS PER
W.A.C. 332-130-100. (B) FIELD TRAVERSE, EXCEEDING REQUIREMENTS SET FORTH IN
W.A.C. 332-130-090.
THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE REPORT AND DOES
NOT PURPORT TO SHOW ALL EASEMENTS.
THIS TOPOGRAPHIC SURVEY DRAWING ACCURATELY PRESENTS SURFACE FEATURES
LOCATED DURING THE COURSE OF THIS SURVEY. UNDERGROUND UTILITIES SHOWN
HEREON ARE BASED SOLELY UPON INFORMATION PROVIDED BY OTHERS AND PACE
ENGINEERS, INC. DOES NOT ACCEPT RESPONSIBILITY OR ASSUME LIABILITY FOR THEIR
ACCURACY OR COMPLETENESS. CONTRACTOR/ENGINEERS SHALL VERIFY EXACT SIZE
AND LOCATION PRIOR TO CONSTRUCTION.
CALL FOR LOCATE: UTILITY LOCATION SERVICE: 811
SURVEY NOTES:
SEWER INFORMATION WAS GATHERED FROM ASBUILT PLANS FROM SOOS CREEK SEWER
DISTRICT. REFERENCE PLANS DATED AUG. 1979, SHEET B-89, 2 OF 6.
CASCADE SEWER DISTRICT BY WILLIAMS ROTH & ASSOCIATES.
z
0
U)
w
�ICn
rii6E
An Engineering Services Company
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827.2014 1 f. 425.827.5043
Civil I Structural I Planning I Survey
www. paceengrs.com
C�
>_
°
Z
o
0-
5 r 0
(n
Q
d rn CV
�ro-�
Cn
- I-
m
N
dv' 0
0
U
0
CL
m
L�U/
' �
d
LL
O
Y
N
m 0
m
U
J
Q
z
W O
Q F- IZ
0
z J
V) = O
Of
W Q F-
(l) O
U
W O
z >
Q W Of
T iw Z)
i V)
F
W
TM
Tom
SCALE: DATE:
AS SHOWN 8/26/16
Z DESIGNED BY: CHECKED BY:
TIC RN
JOB NUMBER
0 2D 40 80 15465
MERTZ. SHEET:
Scale In Feet
0 10 20 40 CALL BEFORE C1.02
HORIZ. YOU DIG 811
Scale In Feet UNDERGROUND SERVICE (USA) SHEET# 3 OF 20
z Q
O w
� �
w Un
cn w
w
cn
O w
w z
m
Q
m
7
n
�Ln
N Ln
�o
�j
o z0
� z
� w
00
o.
w �
Ow
J J
� w
I
2923059086
11526 SE PETROVITSKY RD I
BLAYLOCK GERALD T+ KELLY C
� I I
I I
CB RIM=433.42
_ MI
/ - IE 12"CMP(E)=430.52
/ O
I �I CONC. WALK
=I
w I $
� 10A.
I 1
-r- • I ( I 1 11 +00 1 I I 1 I
2923059097
17445 116TH AVE SE
KASTNER ETHELDA R
ICB RIM=422.42
IE 12"CMP(N)=416.82
ICB RIM=424.19 IE 12"CMP(S)=416.92
IE 12"CMP(N)=419.39
CONC. WALK
1� G \ G \
W I \ \� 116TTOM
CA H AVE \\ `\ \ G \ �
N t0 CP 6+ 3 a ti a t> > P \
12+0 \ \ \ \ \ \ \ `'\ '�to
Q
/
w-
/ 8" AC/ WATERM
IN /
wl
1
/ /
S
/
/
Uri
\
i
\DRWE`
1+
0
_j
ASPHALT
I I /' GRAVEL I
W
\`
SSMH RIM=438.64CL LID)
�I�
�
LLB
I�
I
0DlP-UNABLE
0 OPEN
INV 8"(N)=425.5'
CB RI1.1=434.55
IiIII
DRIVE
PER ASBUILT INFO
IE 12"CMP(N)=429.95
II
ASPHALT
I
II 1 I I
I
I
2823059048
11602 SE PETROVITSKY RD
REILLY M J M
I
2823059057
17450 116TH AVE SE
SAMORA SID
I
I
\ ` \ 14+00
U J
W
17
VV W
SS // / // SS / C / // W / J W
SD D / _ S� iSD. L SS SD / 2 U)
/
/
J6_L�
/�P OHL--
up / CONC.
> �ASP%
NC
GRAVEL
- - - -
I cD SSMH RIM=419.54(CL LID)
I / / J IE CL 8"PVC CHAN(N,S,SE)=405.34 - I I/ ' SDMH RIM-418.29
INV 8"(S)=407.0 I i INV E 24"CMP(N)=409.04
oPER ASBUILIT(39 013) r i I IE 12"CMP(S)=413.69
m
7938400110
I 2823059056 I
2823059062 17440 116TH AVE SE
17428 116TH AVE SE
17442 116TH AVE SE I ROBBINS GEORGE A+LINDA D
BOUTON DEBRA A
LE SON TRUONG I
IE
I � I
SSMH RIM=411.42(CL LID)
H
IE CL 18"CHAN.(E,SW)=392.22
CB RIM=409.04
CB
RIM=410.18
IE 18"CMP(N)=405.64
IE
18"CMP(N)=407.78
Q
-412.00
CB RIM -
IE 18"CMP(SW)=405.54
IE
18"CMP(S)-407.78
CV)IE
IE 18"CMP(N)=409.10
12"CMP OVERFLOW=407.74
IE
12"CMP(W)=407.78
18"CMP(S)=409.00
W
CONC. WALK S
CO
T-
\ \ \
CONC. WALK
/
_
G
\ G \
�/
-
(%� _
\� \\ `\ 1 � ` G
c G
�
%sa
-
SD
CONC. WALK
_ - CONC. WALk
rn
Z
` `
15+00
---
D
rn
w
w
rn4
/
;S
-_...
♦
c
0/SS
I �_�
S
HL
,
/N
V �
\\\
/ �I
1
i
/ I NOT FOUND
---/ I GRAVEL
7SMH RIM=\}11.86(CL LID) 1 I I I I
INV 15"(E,W)=388.6 I III
INV 8"(N,S)=396.85 1I I
PER ASBUILT(39-8) \� I
SD -
OHL -
_SS
SDMH RIM=414.04 I CB RIM=409.82
IE 24"CMP(N)=409.04 IE 24"CMP(N)=405.72
OVERFLOW=411.54 w IE 24"CMP(SE)=405.67
IE 24"CMP(S)=409.04 ,
IE 24"CPEP=403.91
III IE 24"CPEP=405.36
I.
7938400090
7938400100 17408 116TH AVE SE
17420 116TH AVE SE I MARSHALL EUGENE D
HANSEN RODNEY G+DEBRA S
10 9
SD -
- OHL
_SS
G __ _
G G G SD SD/ SD
1 WH AVE SE
w w 8" AC WATERMAIN
w \
_ w w \ \
_ I I I w W
S �
OHL r - I OS OHL D SD SD SD
U - - T1F - OHL UT -
T S UT UT cc / _ UT OWL - UT -OHL Ss U_ _ T OHL
CONC.
- _ - - - - -
� CHAINLINK FENCE
-�-F
0
i�7� 0 /
0
ss
• � �
CONC.
a
\\ 0 \\
GRA�-
I
I
Ir�o��0
w-------
I
-----
:O CB RIMA5.55
I/ -
------
CB RIM=411.62
/ I a
I
IE 24"CPEP(N)-411.65
I
IE 24"CPEP(N)=408.02
I
SSMH RIM=412.83
10 IE 24"CPEP(S)=411.65
I I
IE 24"CPEP(S)=408.02
IE CL 8 PVC
CHAN.(N-S)=402.38
I CONC.
I
PER ASBUILT(39-14)
IIE 8" N-S)=399.0
0
10
I
7938400060
0
I
l
\ 17314 116TH AVE SE I0
\ OWNER BRIAN E
CB RIM=410.33
IE 24'CPEP(N)=406.58
7938400080
I
7938400070
\
7938400050
IE .24"CPEP(S)=406.58
17400 116TH AVE SE
17322 116TH AVE SE
I
6
I 17248 116TH AVE SE
HADFIELD PETER
I
WATERS BOBBY C+ELSA
VU TIEN
H+NGAT THI LAI+VAN
8
I
I
5
I
7
I
i
( -i;AC
FMCE
An Engineering Services Company
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827.2014 1 f. 425.827.5043
Civil I Structural I Planning I Survey
www. paceengrs.com
_
Z
E o
w U
5 Y O
(n
Q
d rn N
0
a/
'0
cn
- r-
m
N
yv' 0
0
U
0 `
a.
m
W
'�
d
y y
AdLL
tl
N
m 0
m
U
J
W Z O u)
0 O
Z l___
V♦ = J Q
W a of o
(n z Ld v
Ld
W Z (7 �
O Z_
(/)
Q W X
w
F
(10
TOM
SCALE: DATE:
AS SHOWN 8/26/16
DESIGNED BY: CHECKED BY:
TC RN
Z JOB NUMBER
15465
SHEET:
0 10 20 40 CALL BEFORE C1.03
HORIz. YOU DIG 811
Scale In Feet UNDERGROUND SERVICE (USA) SHEET# 4 OF 20
z Q
O3:
o w
J �
W (n
U W
W
O W
w z
m w
m
7�
n
�Ln
N Ln
�o
�j
o z0
r\ z
� w
0�
o.
W �
Ow
J J
W W
CB RIM=416.86
IE 18"CMP(N)=413.7
IE 18"CMP(S)=413.71
H
6 �
M
W
rn as !'
rn G G
Cn
rn -
rn .
`+ > w \ 8 A \WATERMAIN
_L �aS- 1 las
W 010
T UT
17V'1 I1 TI
I 1
I
. I 1
I I
I I I
I I
I I I1 1
I
CB RIM=423.95
IE 18"CMP(N)-420.95 CB RIM=427.90
IE 18"CMP(S)=420.95 IE 18"CPEP(N)=424.40
IE 18"CPEP(S)-424.40
IE 18"CPEP(NW)=424.70
\ CONC. WALK
as as
G G /
G-
b^�'
116TH AVE SE c-' N o�
T.
\ C
/
i .
1I as sJ I
Unul
I
s-
I I I
I I
/ I IT-7
COI
CONC. I /
� I
7938400030
7938400040
17236 116TH AVE SE
17240 116TH AVE SE
STEVENS D W
CURWOOD ROBERT J
3
4
SD
0
/ GRAVEL ID SD
UT _ tT OHL UT UT �6�fL
/
--I- ss ss
I
I I � I CONC. �
CB RIM=424.60
IE 24"CPEP(N)=421.00
IE 24"CPEP(S)=421.00
7938400020
17232 116TH AVE SE
COLLODI FLORID+PATRICIA
2
2923059143
17223 116TH AVE SE
FENNELL TODD C
I
CB RIM=429.56
IE 18"CPEP(N)=425.41 I CB RIM=432.71
IE 18"CPEP(S)=425.36 IE 18"CMP(N)=429.01
IIE 18"CMP(S)=429.01
CONC. WALKSD D
/ ''u
G ' G / - G /
lOG-� G-
C.
+00
23+00
ICn
w SD SD /
OHL UT UP OHL _ _ - - CONC. WALK
ASPH.
1 L CONC.
CB RIM=429.92
IE 24"CPEP(N)=425.32
IE 24"CPEP(S)=425.32
7938400010
17224 116TH AVE SE
ROLAND CALVIN+MARY JEAN 0
1
SS
v �
sS
OHL
Ss ss
SS
CB
RIM=431.96
IE
12"CMP(N)=428.66
IE
24"CPEP(S)=428.26
IE
12"PVC(E)=428.86
SSMH RIM=432.70
UNABLE TO OPEN
INV 8"(S)=420.8
PER ASBUILT(39-15)
CB RIM=432.95
IE 12"CMP(N)=429.95
IE 12"CMP(S)=429.45
2823059124
17200 116TH AVE SE
U S POSTAL SERVICE
KCSP 185006
Z
O
Lv
�I
PACE
An Engineering Services Company
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827.2014 1 f. 425.827.5043
Civil I Structural I Planning I Survey
www. paceengrs.com
c
Zo
U
cY 0
N
a/
z
cn
r-
m
N
dv' 0
0
``
V
$.
m
w
=�
LL
y y
tl
m 0
m
U
J
Q
L U Z
O
0 0 O
Z II-_
V♦ = J Q
LU a of o
C/) Z "
LLJ O Z
Qx
W X
w W
F
(10
SCALE: DATE:
AS SHOWN 8/26/16
DESIGNED BY: CHECKED BY:
TC RN
Z JOB NUMBER
15465
SHEET:
0 10 20 40 CALL BEFORE C1.04
HORIz. YOU DIG 811
Scale In Feet UNDERGROUND SERVICE (USA) SHEET# 5 OF 20
cn
c�
z_
Q
I--,
0
0
0
0
w
n,
r�
0
n,
z
0
U
w
0
w
I
z
0
Q
z
0
U
c�
z
0
0
0
z
w
w
Q
z
Q
z
0
U
z
0
0
w
z Q
0w
w Un
Un w
cn
w
oil
w z
m w
m
70
a_-
00Ln
N Ln
�o
�j
0
I� z
�w
o.
w �
0W
I J
� w
.w
Nr■■
w
OVERFLOW=411.54 �� I
IE 24"CMP(S)=409.04
IE 24"CPEP=403.91
I� I
7938400100
17420 116TH AVE SE
HANSEN RODNEY G+DEBRA S
10
2923059097
2923059086 17445 116TH AVE SE
STA: 10+73.30, 20.50'RT
2823059062 17440 116TH AVE SE I I
2823059048 I I 17428 116TH AVE SE
11602 SE PETROVITSKY RD
17442 116TH AVE SE I ROBBINS GEORGE A+LINDA D
BOUTON DEBRA A
REILLY M J M LE SON TRUONG
11 Q
- I E-
I
i a IZI--�
i ID
SSMH RIM=411.42(CL LID)
IE CL 18"CHAN.(E,SW)=392.22 CB RIM=409.04 CB RIM=410.18
. ,. . 1-1 .,.- ,.. IC iQ"rneo/nI\—nn-7 -7Q (.R RIM=419 nn
IL L`t UFLr—YU ).J
7938400090
17408 116TH AVE SE
MARSHALL EUGENE D
7938400060 I .0
17314 116TH AVE SE 10
OWNER BRIAN E
7938400050
6 I 17248 116TH AVE SE
VU TIEN H+NGAT THI LAI+VAN
I 5
TESC & DEMOLITION NOTES:
1❑
CONSTRUCTION CENTERLINE, SEE SHEET C1.03
FOR DETAILS
�2
INSTALL HIGH VISIBILITY SILT FENCE PER WSDOT
STD PLAN 1-30.17-00
�3
INSTALL INLET PROTECTION PER WSDOT STD
PLAN 1-40.20-00 ON NEWLY INSTALLED CB'S
4]
EXISTING UTILITY TO REMAIN AND BE PROTECTED
DURING CONSTRUCTION
�5
PROTECT EXISTING LANDSCAPE FEATURES OR
STRUCTURES
Ln
�6
REMOVE EXISTING CONCRETE CURB, GUTTER,
N
AND/OR SIDEWALK AS REQUIRED FOR
+
INSTALLATION OF IMPROVEMENTS TO THE
NEAREST JOINT BEYOND THE IMPROVEMENTS OR
PROVIDE SAWCUT
Q
SAWCUT AND REMOVE ASPHALT PAVEMENT,
(j)
J
LIMITS PER PLAN
W
W
m
SAWCUT AND REMOVE EXISTING ASPHALT OR
Z
CONCRETE DRIVEWAY. LIMITS PER PLAN
J
W
❑9
REMOVE EXISTING STRIPING OR PAVEMENT
_
U)
MARKING
10
GRIND EXISTING PAVEMENT (MIN. 2" BELOW
Q
PROPOSED FINISHED GRADE)
GENERAL NOTES:
Ln
+T-
000
av
Cl)w
Ww
z_=
J
= W
C� W
Q
CATCH BASIN AND INLET PROTECTION SHALL BE
PROVIDED AND MAINTAINED AT ALL EXISTING AND
PROPOSED CATCH BASINS PRIOR TO AND FOR THE
DURATION OF CONSTRUCTION OPERATIONS. PROPOSED
CATCH BASINS AND PROTECTION MEASURES NOT
SHOWN ON TESC PLANS FOR CLARITY.
2. STRAW WATTLES TO BE INSTALLED PER THE CITY OF
RENTON STD PLAN 213.40 AS DIRECTED BY THE
ENGINEER.
LEGEND
PAVEMENT REMOVAL
INLET PROTECTION
HIGH VISIBILITY SILT FENCE
SAWCUT
PAVEMENT GRINDING
Z
0 5 10 20
VER T.
Scale In Feet
0 10 20 40
HORIZ.
Scale In Feet
I
z
1 0
�ICn
.--"'i
r E
An Engineering Services Company
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827.2014 1 f. 425.827.5043
Civil I Structural I Planning I Survey
www. paceengrs.com
C�
°
16
E o
I�
-SU
cY p
Cf)
Q
d to N
��
Cn
o
- r-m
N
yv' 0
p
C
U
9
a.8
m
U/
L�
' Z
d
LL
'a O
N
Y
V
N
m 0
M
U
J
Q
W o o z
0 F-cf)_
— z J 0-
- O
W Q w (
tl o Q
Z Z
W O Q
z co
QLLI
L
F
W
TM
Tom
SCALE: DATE:
AS SHOWN 8/26/16
DESIGNED BY: CHECKED BY:
TC RN
JOB NUMBER
15465
SHEET:
CALL BEFORE C2.00
YOU
RODUNDSERMCE (USA) SHEET# 6 OF 20
w
ti
a
TESC &DEMOLITION NOTES:
01
w
z Q
Ow
00
w Un
Un w
w
cn
O w
w z
m w
m
70
a_-
0)Ln
N Ln
�o
�j
ozo
r\ z
�w
o.
w �
Ow
J J
11 w
CB RIM=416.86
IE 18"CMP(N)=413.76 CB RIM=423.95
IE 18"CMP(S)=413.71 IE 18"CMP(N)=420.95
1--r9](NP.) IE 18"CMP(S)=420.95
7 (TYP.) I Cn
G as
t1tE
I as
UT
60LF
7938400040
17240 116TH AVE SE
CURWOOD ROBERT J
4
V
as \ -
i
c- -/ -- ---7/-G
i 6 TYP.�
%IV
/I
/ CONC
/ 2 20LF
CB RIM=427.90
IE 18"CPEP(N)=424.40
](TYP.) IE 18"CPEP(S)-424.40
E 18"CPEP(NW)=424.70
CONC. WALK
I
116TH AVE SET
SD // $'D
GRA EL /
OHL u
�1 T
Ss /
- - I e
I
I I I /�,
I � I ''
I i CONC.
I LJ-'
I
7938400030
17236 116TH AVE SE
STEVENS D W
3
I
4
OHL -
UT -
SS
•
CB RIM=424.60
IE 24"CPEP(N)=421.00
IE 24"CPEP(S)=421.00
7938400020
17232 116TH AVE SE
COLLODI FLORIO+PATRICIA
2
14
i
]80LF
4
2923059143
17223 116TH AVE SE
FENNELL TODD C
STA: 21 +44.44, 5.00'LT 7 6
AP
CB RIM=429.5 I
IE 18"CPEP(N) 425.41
IE 18"CPEP(S-425.36
I
- - I
STA: 21 +86.00, 2.23'LT 6 7
AP
IM=432.71
STA: 21 +86.00, 9.3 R'rup(N)=429.01
AP IE 18"CMP(S)=429.01
CONC. WALK
SD SF) -
M
122+00
�\ ISTA: 21 +93.98, 12.77'RT 6 7
AP
SD SD /
/ OHL UT OF / OHL Z - CONC. WALK
.S ss
f
5
CO
A
CB RIM=429.92 L
IE 24"CPEP(N)=425.32
IE 24"CPEP(S)=425.32
7938400010
17224 116TH AVE SE
ROLAND CALVIN+MARY JEAN 0
1
SPH.
\I
�O
30LF 2
C.
im
CB
RIM=431.96
0
IE
12"CMP(N)=428.66
I�
IE
24"CPEP(S)=428.26
IE
12"PVC(E)=428.86
SSMH RIM=432.70
UNABLE TO OPEN
D
INV 8"(S)=420.8
PER ASBUILT(39-15)
1
OHL
- s=
-
CB RIM=432.95
IE 12"CMP(N)=429.95
IE 12"CMP(S)=429.45
2823059124
17200 116TH AVE SE
U S POSTAL SERVICE
KCSP 185006
1❑ CONSTRUCTION CENTERLINE, SEE SHEET C1.03
FOR DETAILS
]2 INSTALL HIGH VISIBILITY SILT FENCE PER WSDOT
STD PLAN 1-30.17-00
] INSTALL INLET PROTECTION PER WSDOT STD
PLAN 1-40.20-00 ON NEWLY INSTALLED CB'S
4] EXISTING UTILITY TO REMAIN AND BE PROTECTED
DURING CONSTRUCTION
] PROTECT EXISTING LANDSCAPE FEATURES OR
STRUCTURES
] REMOVE EXISTING CONCRETE CURB, GUTTER,
AND/OR SIDEWALK AS REQUIRED FOR
INSTALLATION OF IMPROVEMENTS TO THE
NEAREST JOINT BEYOND THE IMPROVEMENTS OR
PROVIDE SAWCUT
]7 SAWCUT AND REMOVE ASPHALT PAVEMENT,
LIMITS PER PLAN
SAWCUT AND REMOVE EXISTING ASPHALT OR
CONCRETE DRIVEWAY. LIMITS PER PLAN
]9 REMOVE EXISTING STRIPING OR PAVEMENT
MARKING
z
1 0
Ld
10 GRIND EXISTING PAVEMENT (MIN. 2" BELOW
PROPOSED FINISHED GRADE)
GENERAL NOTES:
pj=
An Engineering Services Company
1. CATCH BASIN AND INLET PROTECTION SHALL
BE
11255 Kirkland Way, Suite 300
PROVIDED AND MAINTAINED AT ALL EXISTING
AND
Kirkland, WA 98033
PROPOSED CATCH BASINS PRIOR TO AND FOR THE
p. 425.827.2014 f. 425.827.5043
DURATION OF CONSTRUCTION OPERATIONS. PROPOSED
CATCH BASINS AND PROTECTION MEASURES
NOT
......................................................
Civil I Structural Planning I Survey
SHOWN ON TESC PLANS FOR CLARITY.
WWW, paceengrs.com
2. STRAW WATTLES TO BE INSTALLED PER THE
CITY OF
RENTON STD PLAN 213.40 AS DIRECTED BY
THE
s
ENGINEER.
z_
£ o
0U
cY 0
Cn
LEGEND
Q
d � CV
r-
Cn
m
�
> c N
O
U
` `
$.
m
PAVEMENT REMOVAL
NW
O
Y
m 0 m U
INLET PROTECTION
HIGH VISIBILITY SILT FENCE
SAWCUT
PAVEMENT GRINDING
J
Q
W o o Q
J
Z J ill
(n - O
:2 W Q W (�
t� o Q
W
Z Z
O> 11-- Q
z c0
Q L
Z
F
W
TM
Tom
SCALE: DATE:
AS SHOWN 8/26/16
DESIGNED BY: CHECKED BY:
TC RN
Z JOB NUMBER
0 5 10 20 15465
VERT. SHEET:
Scale In Feet
0 10 20 40 CALL BEFORE C2.01
HORIZ. YOU DIG 811
Scale In Feet UNDERGROUND SERVICE (USA) SHEET# 7 OF 20
2923059097
17445 116TH AVE SE
STA:14+24.75. 1 1.00' RT
ROADWAY & DRAINAGE NOTES:
w
z Q
Ow
00
w cn
Un w
w
oil
w z
m w
m
7�
0
O Ln
Ln r,
N Ln
�o
o z0
r\ z
\w
o.
w �
OW
J J
� w
I
-
CONC. WALK
1
v
I
col
Ip G 4
N
1 I M
_ 10 00
;
F-I
II II II 116TH Al
11 +q0
I I
LV
I
5
4
I l
w
w-�!
/
��N�
R/W—� .,
ASPHAL
I
8
I\
H RIM=438.64(CL LID)
(/�
I
C3.03 DIP —UNABLE TO OPEN
rn
I
INV 8"(N)=425.5' CB RIM=43.4.5'
I DRIVE
ASPHALT
PER ASBUILT INFO IE 12"CMP(N)=429.9'
m
I
I
I
�
O
r
�
I
o
2823059048
11602 SE PETROVITSKY RD .
i
REILLY M J M
460—
PVI STA:10+88.06
PVI ELEV:442.84
455—
K:11.65
20.00' VC
00
ON
0�
(0
0LO
00
++
o6
vi �
PVI STA:1 1 +41.53
450—
PVI ELEV:438.29
o+
o+
K:32.31
cn
�w
�w
>
0
20.00' VC
N
N
5;
J
U
m U
w
ww
m
w
445 - ....................`.���..
, .............
+
+
�Li
-6 79g
6r
> &i
>
m
Ld
m
w
440—
......
...... .
PROPOSED FINISH
GRADE AT FLOWLINE
435-
.....
430 -..........................................................................
425 -......................................................
420-
415
FG @ FLOWLINE (TYP.)
410-
17 N 00 O N
�r- N �r- 0LO
w `n "� O 00
1 M rl� M
t CD w 0
10+00 1 1 +00
17442 116TH AVE SE
LE SON TRUONG
18.38 I 2823059056
3.69 (12�'EXIST S IN) 17428 116TH AVE SE
).04 (12"CPEP .W IN)
).04 (24"EXIST I N OUT) BOUTON DEBRA A
Q
LO
N
�o
Q V
W
W W
Z_ =
J Vn
= W
U W
H C/)
a
•e
—455
—450
—445
LO
N
—440
Q
Cf) -435
LLJ
z_
J
U -430
Q
Ln 0 _ N 0 co 0)0 r-
DON N �� r7�j �LO �n NLn N� N00 I- r': L6
Ln L6 r7 p O pp r- (6 N � �j � 0 0-) pp
CD CD CD CD
w � w � w � w �
12+00
13+00
14+00
14+25
-425
-420
-415
-410
l•
•
1O CONSTRUCTION CENTERLINE, SEE SHEET C1.03 FOR
0
DETAILS
O2 INSTALL CEMENT CONCRETE TRAFFIC CURB AND GUTTER
PER CITY OF RENTON STD PLAN 101
O3 INSTALL CEMENT CONCRETE SIDEWALK PER PER CITY
OF RENTON STD PLAN 102
4O RECONSTRUCT HOT MIX ASPHALT ROADWAY PER
TYPICAL ROADWAY SECTION ON SHEET C3.03
O5 MATCH NEW SIDEWALK FINISH GRADE TO EXIST.
SIDEWALK GRADE PRIOR TO DRIVEWAY.
O6 INSTALL CEMENT CONCRETE DRIVEWAY, TYPE R1 AND
R 1 B PER CITY OF RENTON STD PLANS 104-104.4.
z
TYPE A PER DETAIL ON SHEET C3.04. STATION AND
U)
O
OFFSET SHOWN IS AT CENTER OF DRIVEWAY AND FACE
a
U)
OF CURB. DRIVEWAY PROFILES ON SHEET C3.05. BACK
w
OF SIDEWALK TO ROW MATERIAL TO BE ASPHALT FOR
EXISTING ASPHALT AND GRAVEL DRIVEWAYS AND
C:
CONCRETE FOR EXISTING CONCRETE DRIVEWAYS.
O7 CONNECT PROPOSED STORM SYSTEM TO EXISTING
o
STORM DRAIN
�
w
O ADJUST EXISTING CATCH BASIN OR MANHOLE TO FINISH
0
o
GRADE
O9 ADJUST WATER VALVE BOX TO FINISH GRADE PER CITY
OF RENTON STD PLAN 330.1
10 INSTALL SUBSURFACE DRAIN PER DETAIL ON SHEET
C3.03
11 REPLACE EXISTING CATCH BASIN OR MANHOLE LID WITH
Pj= E
SOLID LOCKING NON SLIP COVER
An Engineering Services Company
12 ADJUST WATER METER BOX TO FINISH GRADE
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
13 ADJUST HYDRANT TO FINISH GRADE, REMOVE AND
p. 425.827.2014 f. 425.827.5043
DISPOSE OF EXISTING BOLLARDS
Civil � Structural � Planning I Survey
14 CONTRACTOR TO POTHOLE EXISTING UTILITY CROSSING
WWw. aceengrs.com
PRIOR TO CONSTRUCTION
15 NOT USED
0�)O
16 NOT USED
Z_
E o
°"
'� '
cn
17 PROVIDE ADDITIONAL CONCRETE SIDEWALK WIDTH OF 3'
Q
5; O
d N
r-
m
O
AT STA. 13+30 AS SHOWN ON PLANS TO PROVIDE ADA
N
CLEARANCE BEHIND NEW TYPE 2 MAILBOX SUPPORT
no
GENERAL NOTES
1. ALL DIMENSIONS, STATIONS AND OFFSETS ARE TO
FACE OF CURB UNLESS LISTED OTHERWISE.
2. STATION, OFFSET AND RIM ELEV. FOR ALL STORM
STRUCTURES ARE TO CENTER OF STRUCTURE. SEE
SHEET C3.04 FOR STRUCTURE PLACEMENT DETAIL.
3. EXISTING GRADE PROFILE SHOWN IS AT
CONSTRUCTION CENTERLINE. FINISH GRADE PROFILE
SHOWN IS AT FLOWLINE.
4. DISTURBED AREA EAST OF THE SIDEWALK,
INCLUDING PRIVATE PROPERTY TO BE REPAIRED
AND REPLACED IN KIND USING, GRAVEL, SOD, BARK
MULCH AND/OR TOPSOIL. ALL PRIVATE UTILITIES TO
BE REPAIRED OR REPLACED IF DESTROYED DURING
CONSTRUCTION.
5. CONTRACTOR TO POTHOLE AND VERIFY EXISTING
UTILITY LOCATION AND DEPTH AT ALL PROPOSED
UTILITY CROSSINGS. POTHOLE DATA TO BE
PROVIDED TO ENGINEER IF THERE IS A CONFLICT.
6. 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 OF NOVEMBER 23, 2005 (PROWAG).
7. ALL WORK MUST STAY WITHIN RIGHT OF WAY AND
CONSTRUCTION LIMITS AND CANNOT GO OUTSIDE OF
RIGHT OF WAY. THERE SHALL BE NO DISTURBANCE
OUTSIDE OF RIGHT OF WAY LINE EXCEPT FOR
DRIVEWAY SMOOTHING/PAVING ACTIVITIES.
0 5 10 20
VER T.
Scale In Feet
0 10 20 40
HORIZ.
Scale In Feet
U)
W
U)
W
Q
Z
r
Ld
0 W
Q J
Z O
Q Of
0-
0
Q Q
C� J
Z_ 0-
0 W
Qry
(n
W
� Q
Q
o �
Q
O
ry
SCALE:
DATE:
AS SHOWN
8/26/16
DESIGNED BY:
CHECKED BY:
TC
RN
JOB NUMBER
15465
SHEET:
CALL BEFORE C3.00
YOU81
DIG
�GRMCE (USA) SHEET# 8 OF 20
cn
U
z
I--,
Q
n,
0
0
0
U
w
m
i
0
n,
z
0
U
U
w
0
0'
I
z
0
Q
z
0
0
m
z
0
U
0
0
i
z
w
w
U
Q
z
Q
z
0
U
m
z
0
U
oLn
,
Ln
oClioo
0 z
�w
o.
w �
0W
J J
� w
CR 3_ CON('_ I N I FT
RFPAIR FAII IN(; PA\/FAAFNT W /
� D
M0
M
cf)r
= Z
MM
j W
0 1
wD
O �
O
Cif
L It L+ I.IVIY' 14)= +uJ.U+
OVERFLOW=411.54
IF'24" CMP(S)=409.04
CB 2, CONC. INLET
REPAIR FAILING PAVEMENT W/
12-INCHES COMPACTED DEPTH HMA.
PPPAIP PPr)k/PKI PICPPC Af1.II ICT
CB 8. CONC. INLET
REPLACE W/CB TYPE 2,
48"
� 24"
EP=405.36
JIH:I�t�/.IJ, LJ.JV I 3
I J AP I
ROUND SOLID LOCKING RING
,
3 A:15+31.67, 23.50 RT-
CB 9, CONC. INLET I
AP
i 7938400060
AND COVER NON -SLIP
V.
FIELD VERIFY LOCATION
I
3
EXISTING
STA:15+26.88, 21.22'RT
HERRINGBONE FRAME & GRAT
.17, 23.51'RT 3
C3.03 \ 17314 116TH AVE SE I
BLOCK WALL
RIM=409.62
I 7938400090
STA:15+96. 1, 28.56'RT
AP
OWNER BRIAN E
IE=405.47 24"CPEP N
(
IN )
17408 116TH AVE SE
RIM=410.20 I CB (1
IE 24"CPEP N
=410.33 7938400080 I 7938400070
=406.58
'
STA:18+27.55, 23.50 RT
3
7938400050
IE=405.57 (24" CPEP S
OUT)
IE=407.00 12"CPEP NW OUT IE �24"CPEP(S)=406.58
17400 116TH AVE SE 17322 116TH AVE SE
I AP 6 I
7938400100
MARSHALL EUGENE D
REPLACE W/CB T�P 2, 48"
HADFIELD PETER WATERS BOBBY C+ELSA
17248 116TH AVE SE
VU TIEN H+NGAT THI LAI+VAN
17420 116TH AVE SE
�
ROUND SOLID LOCKIIIIJG RING
I
CB 7 EXIST
HANSEN RODNEY G+DEBRA S
AND COVER NON -SLIP
7 8 11 ['.TA.4 C . n A C7 nr% n4 9P7T
L2
I 11 8 7 STA:18+51.72, 17.34'RT
5
IE=411.65 (24"EXIST S OUT)I
IE=406.58 (12"CPEP W IN)
IE=406.55 (24"CI EF S OUT)
..g
PVI STA:15+01.66
LOW PT. STA:15+84.31
PVI ELEV:410.58
LOW PT. ELEV:410.12
K:12.79
PVI STA:15+89.93
75.00' VC
PVI ELEV:410.03
K:30.62
435-
.................. o
..........
5000' VC
(o-
V)ao
V)ao
+
+
0)-
0) N
-q-
LOp
o
�w
U
U
+-q-
cii >
Um
cii >
Uw
�
�w
o
�w
430-
...................m
...... .......
w
Um
Uw
m
w
LOW PT. S:15+64.03
425- N .............. PVI STA:15+12.31 LOW PT. EV:409.87 ..........
PVI STA+65.39
+ PVI ELEV:410.43 PVI EL409.77 PVI STA: 17+89.94
K:8.89 K:1f.9 1 PVI ELEV:412.03
0 40.00' VC CB 3 CONC. INLET K:43.48
0 30.0 VC ,
o co co STA: 15+84.02, 10.08 RT 200.00 V
420- Q .... 00 ,�`n ''� °irn too o RIM 410.04 ..... �n ...............................
� o rn _ rro o o a; o 0 o IE IN= 406.91 (12" S) �? CB 8 CONC. INLET
-0) + + 00 co � o
N ' LO + + o IE OUT= 406.91 (12" N) a00 STA: 18+51.72, 10.08 RT
V) Q + + � RIM= 415.67
N v v I�i I�i coo co EXISTING GRADE
U cii > cii > U U -0) w AT CONSTRUCTION IE OUT= 412.80 (12" E)
LLJ > > m > w C) m 0 w Q No cii > CENTERLINE
415 - Z ..��� 0- w m w > w . . . . . . .> m. .
J �. II m -___--
> J
Z _ _ 0-w Q
-----4.-GG%---------- -
410 - ..... ......... ......................... ............
-1.25% 20LF PROPOSED FINISH
CREEK CULVERT CROSSING
IE=403.91 AT OUTFALL 12"CPEP GRADE AT FLOWLINE
0 SUBSURFACE
S=1.40% DRAIN (TYP.)
405- REVISED ELEVATION AT FLOWLINE I I CB 4 CONC. INLET
�� STA: 15+64.04, 10.08 RT CB 2 CONC. INLET
RIM= 410.21 STA: 16+04:00, 10.08 RT
EXISTING ELEVATION AT IE OUT= 407.20 (12" N) RIM= 410.21
IE IN= 406.63 (12" S)
PROPOSED ROADWAY CROWN 20 LF 12"CPEP S=1.45%��
400- IE OUT 406.63 (1 2 E)
C) DO �M N� �`)� O N
N 00 CT; 0ar; 06
�:- �0 0
395-
ROADWAY & DRAINAGE NOTES:
1O
CONSTRUCTION CENTERLINE, SEE SHEET C1.03 FOR
DETAILS
O2
INSTALL CEMENT CONCRETE TRAFFIC CURB AND
GUTTER PER CITY OF RENTON STD PLAN 101
O3
INSTALL CEMENT CONCRETE SIDEWALK PER PER CITY
OF RENTON STD PLAN 102
4O
RECONSTRUCT HOT MIX ASPHALT ROADWAY PER
TYPICAL ROADWAY SECTION ON SHEET C3.03
O
O5
NOT USED
♦
N
0000
O
O6
INSTALL CEMENT CONCRETE DRIVEWAY, TYPE PER
M
PLAN. TYPE R1 AND R1 B PER CITY OF RENTON STD
Q
U
PLANS 104-104.4. TYPE A PER DETAIL ON SHEET
C3.04. STATION AND OFFSET SHOWN IS AT CENTER
(j)
OF DRIVEWAY AND FACE OF CURB. DRIVEWAY
LU
PROFILES ON SHEET C3.05. BACK OF SIDEWALK TO
W
W
ROW MATERIAL TO BE ASPHALT FOR EXISTING
Z
=
ASPHALT AND GRAVEL DRIVEWAYS AND CONCRETE FOR
J
EXISTING CONCRETE DRIVEWAYS.
VLV
O7
CONNECT PROPOSED STORM SYSTEM TO EXISTING
LV
STORM DRAIN
~
Cn
O8
ADJUST EXISTING CATCH BASIN OR MANHOLE TO
CQ
G
FINISH GRADE
O9
ADJUST WATER VALVE BOX TO FINISH GRADE PER
CITY OF RENTON STD PLAN 330.1
10
INSTALL SUBSURFACE DRAIN PER DETAIL ON SHEET
C3.03
11
REPLACE EXISTING CATCH BASIN OR MANHOLE LID
WITH SOLID LOCKING NON SLIP COVER
12
ADJUST WATER METER BOX TO FINISH GRADE
13
ADJUST FIRE HYDRANT TO FINISH GRADE, REMOVE
AND DISPOSE OF BOLLARDS
14
CONTRACTOR TO POTHOLE EXISTING UTILITY CROSSING
PRIOR TO CONSTRUCTION
15
INSTALL THRU CURB INLET WITH 131 DIRECTIONAL
VANE GRATE PER CITY OF RENTON STD PLAN 203.0.
16
PROVIDE 3' WIDE x 10' LONG CONCRETE PAD BEHIND
SIDEWALK AT BUS STOP LOCATION SHOWN ON PLANS.
CONSTRUCT PAD PER SIDEWALK REQUIREMENTS ON
CITY OF RENTON STD. PLAN 102.
-440
GENERAL NOTES
1.
ALL DIMENSIONS, STATIONS AND OFFSETS ARE TO
FACE OF CURB UNLESS LISTED OTHERWISE.
2.
STATION, OFFSET AND RIM ELEV. FOR ALL STORM
- 43 5
STRUCTURES ARE TO CENTER OF STRUCTURE. SEE
SHEET C3.04 FOR STRUCTURE PLACEMENT DETAIL.
3.
EXISTING GRADE PROFILE SHOWN IS AT
CONSTRUCTION CENTERLINE. FINISH GRADE
PROFILE SHOWN IS AT FLOWLINE.
-430
4.
DISTURBED AREA EAST OF THE SIDEWALK,
INCLUDING PRIVATE PROPERTY TO BE REPAIRED
AND REPLACED IN KIND USING, GRAVEL, SOD,
BARK MULCH AND/OR TOPSOIL. ALL PRIVATE
Ln
UTILITIES TO BE REPAIRED OR REPLACED IF
-425
DESTROYED DURING CONSTRUCTION.
+
DO
5.
CONTRACTOR TO POTHOLE AND VERIFY EXISTING
UTILITY LOCATION AND DEPTH AT ALL PROPOSED
UTILITY CROSSINGS. POTHOLE DATA TO BE
PROVIDED TO ENGINEER IF THERE IS A CONFLICT.
Q
-420
6.
SLOPES SHALL COMPLY WITH SECTIONS R303.2.1
OR R303.2.2 OR R303.2.3 OF THE REVISED
DRAFT GUIDELINES FOR ACCESSIBLE PUBLIC
LLJ
RIGHT-OF-WAY OF NOVEMBER 23, 2005
z
(PROWAG).
-415
J
7.
ALL WORK MUST STAY WITHIN RIGHT OF WAY AND
Z
CONSTRUCTION LIMITS AND CANNOT GO OUTSIDE
(,
OF RIGHT OF WAY. THERE SHALL BE NO
DISTURBANCE OUTSIDE OF RIGHT OF WAY LINE
Q
-410
EXCEPT FOR DRIVEWAY SMOOTHING/PAVING
�
ACTIVITIES.
0 r
co
�
Ln0)
r- M
co
M elf)
r- co
00 � - 0o
ON 00- 0 O OM
00
0o (N
Nip Apo U)
�
I-0
O N
0 r-
-t
r- 00
co U') r
- M
rq N
0 06 -6
o o N
N N
rq N �_
Ln
0
0
0
CD
L
14+25
15+00
16+00
17+00
18+00
18+75
-405
'ml
-395 (1 Z
0 5 10 20
VER T.
Scale In Feet
0 10 20 40
HORIZ.
Scale In Feet
co
N
O
N
O
N
\
I�
N
\
N
w
Q
m
U
Z
o
(n
=:)
-
M
z
0
U)
N
H
N
7)
Q
I
w
N
Z
Q
�p
Q
L>
W
Z
J
o
U
CL
w
w
M
>
w
0
W
N
Z
U
Q
LZ
m
a
0
0
z0
Q
�
OU
U
Q
U
L
CPJ=E
An Engineering Services Company
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827.2014 1 f. 425.827.5043
Civil I Structural I Planning I Survey
www. paceengrs.com
U)
W
U)
W
Q
Z
Tom
Tom
C�
2
Z
16
E 2
E_2
20
n
_
d W N
0
M
m
y'o 0
O
''
C
C�
`
a �M
m
w
=1;
a
y d
V
m O
m
U
Ld
0 W
Z L�
Q O
Of Of
I) 0-
0
Q Q
C� J
Z 0-
Q (w
Of
LLI
� Q
Q =
Q
O
Of
SCALE:
DATE:
AS SHOWN
8/26/16
DESIGNED BY:
CHECKED BY:
TC
RN
JOB NUMBER
15465
SHEET:
CALL BEFORE C3.01
YOUDIG
�GRMCE (USA) SHEET# 9 OF 20
cn
C�
z
Q
n,
0
0
0
U
W
n,
0
n,
z
0
U
U
w
0
w
w
I
z
0
Q
z
0
U
w
cn
z
0
U
0
0
i
U
z
w
w
Q
z
Q
z
0
U
w
Un
z
0
U
w
z Q
Ow
00
w Un
Un w
cn
w
U w
w z
m
�Q
m
7�
n
0 Ln
Ln rl-)
N Ln
�o
�j
o z0
r\ z
�w
o.
w �
Ow
J J
a- w
REMOVE CURB, GUTTER, DRIVEWAY
ENTRANCE. WIDEN DRIVEWAY
ENTRANCE TO MATCH EXISTING
DRIVEWAY EDGE ON SOUTH SIDE
CB RIM=416.86
IE 18"CMP(N)=413.76 CB RIM=423.95
(D
2923059143 I \ \
17223 116TH AVE SE STA:21 +94.00, 16.68'RT 2 3 4 O1 CONSTRUCTION CENTERLINE, SEE SHEET C1.03 FOR 00 `n
FENNELL TODD C END SECTION C DETAILS
MATCH EXISTING
O2 INSTALL CEMENT CONCRETE TRAFFIC CURB AND
2 3 4 STA:21 +86.00, 13.77'RT I GUTTER PER CITY OF RENTON STD PLAN 101
ROADWAY & DRAINAGE NOTES:
/ IE 18"CMP(S)=413.71 IE 18"CMP(N)=420.95 CB RIM=427.90 AP I
IE 18"CMP(S)=420.95 IE 18"CPEP(N)=424.40 CB 1 29.56 O3 INSTALL CEMENT CONCRETE SIDEWALK PER PER CITY
IE 18"CPEP(S)=424.40 IE 18"CPEP(N)=425.41 I CB RIM=432.71 OF RENTON STD PLAN 102
IE 18"CPEP(NW)=424.70 IE 18"CPEP(S)=425.36 IE 18"CMP(N)=429.01
\ 2 3 4 AIA:21+44.44, 1.00 RT I IE 18"CMP(S)=429.01 4O RECONSTRUCT HOT MIX ASPHALT ROADWAY PER
_ TYPICAL ROADWAY SECTION ON SHEET C3.03
M \ (7)
CONC. WALK � � +
m as(IS _ NOT USED
0 CONC. WALK o N
m = c/ 1 (A � - I -So -SD--- _ D O6 INSTALL CEMENT CONCRETE DRIVEWAY, TYPE PER Q
,� f �� 116TH A E S G - G �� S� / Ld
PLAN. TYPE R1 AND R1 B PER CITY OF RENTON STD
_��� "' / , PLANS 104-104.4. TYPE A PER DETAIL ON SHEET U) z
m Z 19+00 / - - - /L - T - - - - - - - - - - - - _ _ - ��� 8 11 �O / G - C3.04. STATION AND OFFSET SHOWN IS AT CENTER w
m m 2 +00 - - - - - - - - - - - - - - - - - - - - - - ���� IL OF DRIVEWAY AND FACE OF CURB. DRIVEWAY 0 z
(n N 9 ` 21+00 - - - - j� PROFILES ON SHEET C3.05. BACK OF SIDEWALK TO Y w
I11 P 2 ` - - �`+00 ROW MATERIAL TO BE ASPHALT FOR EXISTING Q
D v �I 6' �'7�0 \ 10 TYP ��9 -� % 23+00 ASPHALT AND GRAVEL DRIVEWAYS AND CONCRETE FOR � m w
W - / EXISTING CONCRETE DRIVEWAYS. >
- _57<
°
CIO l ut_ ° ° I rn ° / s �o SD - W / �7 NOT USED o
♦ -- ---- -- T ° ° / ° > 0� ° S _ z
' / z
� I --us 1rtT'-- -�- - ---u oHL � T � o�- - o a - w U w
/ � -- - � �° ° _ _ O8 ADJUST EXISTING CATCH BASIN OR MANHOLE TO o � o
cif I 1 S ss ,--------ox� ° oH� _ - - CONC. WALK Q
- -- T - FINISH GRADE Q �
12 3 TYP / 6 i - - I - - I 6 - -�� \ - - I _ S A� / S PH. ss SS SS OHL
' 6 / I O 0 ADJUST WATER VALVE BOX TO FINISH GRADE PER L
16' ' ` I 6CITY OF RENTON STD PLAN 330.1
MATCH EXISTING 6 RAMP OR S � / l STA:19+88.12 15 j I 16 � -
NEEDED TO EET I I I S A 2 7 I �� k.w 8 BACK OF SIDEWALK
z
0
Ld
i / 11'M•RT I • �O%7 ' a � �" l C0 I 10 INSTALL SUBSURFACE DRAIN PER DETAIL ON SHEET
8� MAX SLO � CONC. I / TYPE R 1 B I 1 1.00 RT �' � � > STA:21 +53.1 AT STA 21 +94
C3.03
II / I i TYPE R16 I 11.00'RT CB RIM=431.96 CB RIM=432.95
3 A:19+77.48, 23.50'Rf ' S A:20+96.08, 23.50'RT TYPE R1 B I I IE 12"CMP(N)=428.66 IE 12"CMP(N)=429.95 11 REPLACE EXISTING CATCH BASIN OR MANHOLE LID
P 3 IE 24"CPEP(S)=428.26 IE 12"CMP(S)=429.45 WITH SOLID LOCKING NON SLIP COVER Pj=
MATCH SOUTH I I CB RIM=424.60 TA:21 +25. 0, 23.50 RT 3 IE 12"PVC(E)=428.86 An Engineering Services Company
P SSMH RIM=432.70
STA:19+13.97, 23.50 RT IE 24"CPEP(N)=421.00 UNABLE TO OPEN 11255 Kirkland Way, Suite 300
EDGE OF EXISTING I 12 NOT USED
3 CB RIM=429.92 ()_ Kirkland, WA 98033
DRIVEWAY I AP � IE 24"CPEP(S)=421.00 IE 24"CPEP(N)=425.32 INV 8" S -420.8 13 NOT USED
7938400020 IE 24"CPEP(S)=425.32 PER ASBUILT(39-15) O p. 425.827.2014 1 f. 425.827.5043
7938400030 17232 116TH AVE SE 2823059124
7938400040 I I 14 NOT USED ......................................................
I17236 116TH AVE SE COLLODI FLORIO+PATRICIA 7938400010 17200 116TH AVE SE Civil I Structural I Planning I Survey
17240 116TH AVE SE STEVENS D W U S POSTAL SERVICE 15 NOT USED www. paceengrs.com
CURWOOD ROBERT J I I 2 17224 116TH AVE SE
3 I 4 ROLAND CALVIN+MARY JEAN 0
I
KCSP 185006
GENERAL NOTES
1. ALL DIMENSIONS, STATIONS AND OFFSETS ARE TO
FACE OF CURB UNLESS LISTED OTHERWISE.
2. STATION, OFFSET AND RIM ELEV. FOR ALL STORM
STRUCTURES ARE TO CENTER OF STRUCTURE. SEE
SHEET C3.04 FOR STRUCTURE PLACEMENT DETAIL.
3. EXISTING GRADE PROFILE SHOWN IS AT
CONSTRUCTION CENTERLINE. FINISH GRADE
PROFILE SHOWN IS AT FLOWLINE.
4. DISTURBED AREA EAST OF THE SIDEWALK,
INCLUDING PRIVATE PROPERTY TO BE REPAIRED
AND REPLACED IN KIND USING, GRAVEL, SOD,
BARK MULCH AND/OR TOPSOIL. ALL PRIVATE
UTILITIES TO BE REPAIRED OR REPLACED IF
DESTROYED DURING CONSTRUCTION.
5. CONTRACTOR TO POTHOLE AND VERIFY EXISTING
UTILITY LOCATION AND DEPTH AT ALL PROPOSED
UTILITY CROSSINGS. POTHOLE DATA TO BE
PROVIDED TO ENGINEER IF THERE IS A CONFLICT.
6. 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 OF NOVEMBER 23 2005
c�
C
2
Z
cY 0
Cf)
Q
d N
�'0
Cn
To r
m
�,
> c_ N
O
U
C``
L
m
U/
L�
' �
d
LL
'a O
N
Y
V
N
m 0
m
U
425- n .......... -425 (PROWAG).
EXISTING GRADE __
LLJ AT CONSTRUCTION �-
7. ALL WORK MUST STAY WITHIN RIGHT OF WAY AND J L W
Z CENTERLINE CONSTRUCTION LIMITS AND CANNOT GO OUTSIDE Q
' OF RIGHT OF WAY. THERE SHALL BE NO Q J
PROPOSED FINISH Z L�
_ GRADE AT FLOWLINE DISTURBANCE OUTSIDE OF RIGHT OF WAY LINE -
420- U -420 EXCEPT FOR DRIVEWAY SMOOTH ING/PAVINGW Z Of Of
ACTIVITIES. 00 p 0-
Z
= Q
415- SUBSURFACE ................ ...... -415 W Q Q
DRAIN (TYP.) Z_ I0-
� W
W zo cn
> Ld
z >
410- -410 Q Ld Q Q
FG @ FLOWLINE (TYP.)
Q (0
0
405- -405 r
_ Ln rn N rn
00
N Ln CO CN N 06 N n U N n 0 C
NN NN NN NN N N � � nn n �n LL- n rl� LLJ L-
0 0 " � -� "t 0 " � " � " � 0 - � 4� t � CD -t -t SCALE: DATE:
w� w� w� w w AS SHOWN 8/26/16
Z DESIGNED BY: CHECKED BY:
18+75 19+00 20+00 21 +00 22+00 23+00
TC RN
JOB NUMBER
0 5 10 20 15465
VERT. SHEET:
Scale In Feet
0 10 20 40 CALL BEFORE C3.02
HORIZ. YOU DIG 811
Scale In Feet UNDERGROUND SERVICE (USA) SHEET# 10 OF 20
w
>
Q
S
Q0
LO
Ln
i
cn
0
z
Q
n,
0
0
m
0
0
W
m
r�
0
n,
z
0
0
U
w
0
I
z
0
Q
z
0
cn
z
0
0
0
0
U
z
w
w
CD
Q
z
Q
z
0
0
m
cn
z
0
0
VARIES PER PLAN
MATCH
EXISTING_
ROADWAY SECTION - TYPE A
NTS - STA:10+68.87 TO STA:13+07.46
3'
6.5' 2'
SIDEWALK
CURB /
5 /
12
1.75% /
8
11 \ \
*OR AS REQUIRED FOR
STORM IMPROVEMENTS
3'
ROADWAY SECTION - TYPE B
NTS - STA:13+07.46 TO STA:14+12.75 (TRANSITION TO SECTION C STA14+12.75 TO STA14+24.75)
5' 1 1 ' 0. 5' TO 6.5' 6' 2'
PLANTER/ SIDEWALK
13 I CURB
6' 6 10' 5
/
1.75% 1.75% /
—r =—
4 II 9 II \
2 11 \ \
\
1 3
*OR AS REQUIRED FOR
ROADWAY SECTION - TYPE C STORM IMPROVEMENTS
NTS - STA:14+24.75 TO STA:21 +92.91
PLAN
STREAMBED COBBLES PER
WSDOT STD SPEC 9-03.1 1(2)
ir)
�INSTALL SOD AND
6" TOPSOIL
a o -
o Of -
0
N
SUBSURFACE DRAIN
NTS
CONSTRUCTION GEOTEXTILE
FOR UNDERGROUND DRAINAGE PER
WSDOT STD. SPEC. 9-33.2(1)
360'
MIN. GRAVEL BACKFILL
FOR DRAINS PER WSDOT STD.
SPEC. 9-03.12 (4)
PLANTER SECTION
SIDEWALK FINISH
GRADE
TYPICAL ROADWAY NOTES:
O1 2" HMA, CLASS 1 /2" PG 64-22
T 4" ASPHALT TREATED BASE
O3 4" CEMENT CONCRETE SIDEWALK PER CITY OF RENTON
STD PLAN 102.
O4 6" CRUSHED SURFACING BASE COURSE
O5 CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY
OF RENTON STD PLAN 101. DEPRESSED CURB SECTION
AT DRIVEWAY TYPE R1 AND R1 B PER CITY OF RENTON
STANDARD PLAN 104-104.4. DEPRESSED CURB SECTION
AT DRIVEWAY TYPE A PER DETAIL ON SHEET C3.04. SEE
SHEETS C3.00-3.02 FOR FLOWLINE ELEVATIONS, AS
SHOWN IN PROFILE.
O6 SAWCUT 24" MIN FROM EDGE OF PAVEMENT, UNLESS
SHOWN OTHERWISE ON PLANS.
O7 SUBGRADE COMPACTED TO 95% OF MAXIMUM DENSITY.
SUBGRADE TO CONSIST OF UNDISTURBED NATIVE
MATERIALS OR GRAVEL BORROW.
O FINISH GRADE NOT TO EXCEED 4:1 IN CUT/FILL AREA,
UNLESS SHOWN OTHERWISE ON PLANS.
O9 SUBSURFACE DRAIN AND SWALE. SEE DETAIL ON THIS
SHEET.
10 CONSTRUCTION CENTERLINE, SEE SHEET C1.03 FOR
DETAILS.
11 4" CRUSHED SURFACING BASE COURSE
12 4" CRUSHED SURFACING BASE COURSE BETWEEN BACK
OF WALK AND EXISTING RETAINING WALL FROM STA
10+70 TO 1 1 +70
13 GRIND EXISTING PAVEMENT (MIN 2" BELOW PROPOSED
FINISHED GRADE
SIDEWALK FINISH
GRADE
6" TOPSOIL
1'
4 4 z]
III I' in
STREAMBED COBBLES PER
WSDOT STD SPEC 9-03.1 1(2)
PLANTER SWALE
NTS
SIDEWALK FINISH GRADE co
0 0 0 0
LLJ 5�) 4 —�Tm)
0 0 0 0 0
o CONSTRUCTION
04 GEOTEXTILE
GRAVEL BACKFILL 36" FOR UNDERGROUND
FOR DRAINS PER MIN. DRAINAGE PER
WSDOT STD. SPEC. WSDOT STD. SPEC.
9-03.12 (4) 9-33.2(1)
BEHIND SIDEWALK SECTION
SIDEWALK FINISH
DRIVEWAY GRADE
30'
ROW
7' _, _ 13'
SIDEWALK SB TL
5.5'
S TB RN
5.5'
SB TRN
10
30'
ROW
18'
NB TL
EXIST I EXIST
-TT-TTI TTTTTT TT--TT-TTT- TT--TT--TT-7
III I I I III III III_
FULL ROADWAY SECTION - 1 (APPROX. STA 10+80
NTS
7'
SIDEWALK
30' 30'
ROW
16'
SB TL
777
EXIST
T�-TT -TTI -TTT
5' 1 1 '
NB TL 10 NB TL
I
13
6' 6 10'
----- --
FULL ROADWAY SECTION - 2 (APPROX. STA 13+95)
NTS
30'
ROW
7' _ , _ 16'
SIDEWALK
SB TL
5'
NB TL
I
13
6'
EXIST
--TT 771=--TT-TTI -TTI, TT, TT- ---
I I I -
ROW
6.5'
SIDEWALK
CURB
30'
2'
ROW
1 1 ' 6.5' 6'
10 NB TL PLANTER/ SIDEWALK
CURB
10'
-11 III III Ili III
6.5'
SID WALE
CURB
2'
J
J
3
IC/)
Iw
I
ICI z
w
w
Q z
0
�>
N w
w
0
z
c�
I
0
0
rP E
An Engineering Services Company
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827.2014 I f. 425.827.5043
......................................................
Civil I Structural I Planning I Survey
www. paceengrs.com
C�
°
Z
Eo
0
__ r 0
Cf)
Q
d Z N
�'0
Cn
r-
m
> c_ N
O
0
C
U
C
CL
m
L�U/
' �
d
LL
) O
Ad
N
m
m
U
FULL ROADWAY SECTION - 3 APPROX. STA 17+35
( ) J w
NTS
a a a a
4 4
4 4 Q 4_ 4
Q0
0 ui
III _ o 0 0 0 0
o CONSTRUCTION GEOTEXTILE
FOR UNDERGROUND DRAINAGE PER
WSDOT STD. SPEC. 9-33.2(1)
36"
MIN. GRAVEL BACKFILL
FOR DRAINS PER WSDOT STD.
SPEC. 9-03.12 (4)
DRIVEWAY SECTION
Q
3
Z
W Zp
Of
Q F—
0
_ 0
Z
0
Z
=
W Q
Q (n
c� Q
Z F-
W
p W
O
Z
Of
LLj
Q
�
Q
Z
p
Q
Of
Tom
SCALE:
DATE:
AS SHOWN
8/26/16
DESIGNED BY:
CHECKED BY:
TIC
RN
JOB NUMBER
0 5 10 20
15465
VERT.
SHEET:
Scale In Feet
C3.03
0 10 20 40 CALL BEFORE
HORIz. YOU DIG 811
Scale In Feet UNDERGROUND SERVICE (USA)
SHEET# 11
of 20
w
z
i
cn
c?
z
Q
0
0
z
�v
i
J
0
z
0
0
0
w
0
CL
z
0
Q
z
0
0
z
c�
z
0
0
O
O
F_
i
z
w
w
c�
Q
z
Q
z
z
0
U
U)
z
0
NOTES
1. WHEN A DRIVEWAY WIDTH EXCEEDS 15 FEET, CONSTRUCT A FULL DEPTH
EXPANSION JOINT WITH 3/8" JOINT FILLER ALONG THE DRIVEWAY LANE
LINES (SEE CITY OF RENTON STD. PLAN 102). CONSTRUCT EXPANSION
JOINTS PARALLEL WITH THE CENTERLINE AS REQUIRED AT 15' MAXIMUM
SPACING WHEN DRIVEWAY WIDTHS EXCEED 30'.
2. SEE CITY OF RENTON STD. PLAN 102 FOR SIDEWALK DETAILS.
3. CURB AND GUTTER SHOWN, SEE DEPRESSED CURB DETAIL ON THIS
SHEET.
4. NOT USED.
5. THE ENGINEER WILL DESIGN ALL DRIVEWAYS TO INCLUDE ELEVATIONS AT
ALL POINTS MARKED WITH SYMBOL "X". ALL ELEVATIONS ARE AT THE
BACK OF CURB TOP ON UPHILL SIDE.
6. NOT USED.
7. FOR DRIVEWAY WIDTHS SEE DRIVEWAY STANDARDS (SEE NOTE 10). THE
EXPANSION JOINTS (SEE CITY OF RENTON STD. PLAN 102) SHALL BE
SPACED AS SHOWN IN THE CORRESPONDING LSORNETR1 C VIEW.
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
RIGHTS —OF —WAY OF NOVEMBER 23, 2005 (PROWAG).
9. CURB RETURNS FOR ANY TYPE C-MAX DRIVEWAY MAY BE APPROVED ON
A CASE —BY —CASE BASIS.
10. STREET STANDARDS= RENTON MUNICIPAL CODE (RMC)
TITLE IV DEVELOPMENT REGULATIONS
CHAPTER 6 STREET AND UTILITY STANDARDS
SECTION 4-6-060 STREET STANDARDS
DRIVEWAY STANDARDS= RENTON MUNICIPAL CODE (RMC)
TITLE IV DEVELOPMENT REGULATIONS
CHAPTER4
CITY—WIDE PROPERTY DEVELOPMENT STANDARDS
SECTION 4-4-080 PARKING, LOADING AND DRIVEWAY REGULATIONS
_ 6'MIN.
(SEE NOTES 8)
10 LF OF PAVED
DRIVEWAY REQUIRED
3/81"EXPANStaN JOINT(I'llP,)
(SEE CITY OF RENTON STD. PLAN 102)
RAMP Wi' H 12HAV
SiGPE (TYP.)
10% DIFFERENCE IN SLOPE MAX. -
DRIVEWAYWI RELATIVE
NEGATIVE SLOPE (SLOP E
SHOWN EXAGGERATED)
CEMENT CONCRETE DRIVEWAY -TYPE A
NTS
4
BID ITEM (INCLUDES SIDEWALK RAMPS
VARIES ISEE NOTE
CONSTRUCTION JOINT
SEE NOTE 1
3/8" CONTRACTION JOINT_
(TYP.) (SEE CITY OF RENTON
STD. PLAN 102)
PLAN VIEW
i— &"Mlii.
CEMENT CONCRETE
SIOEWAIK
r
VARIES
E t-4 —677 1 t�
... l
L_ 6"MIN/.
SFfTinm ■ ■
6'MIN.
(SEE NOTE 8)
CESA�fT
CONCRETE
51DEWALK
CEMENT CONCRETE
CURB&GUTTER
(SEE NOTE 3)
L- r MIN.
318" EXPANSION JOINT
(TYP_) (SEE STD_ CITY OF
"% MAX. SEE NOTE 8 (TYPj
DEPRESSED CURB
SECTION (THIS SHEET)
CEMENT CONCRETE
CURB & GUTTER
1SEENOTE3)
r�r.ti-;41:
VTTER
CITY OF RENTON STD. PLAN 104.2)
TYPE R1 — ISOMETRIC VIEW
FOR NOTES SEE CITY OF RENTON STD. PLAN 104.2
FRAME AND GRATE PER COR STD
SOLID 24" DIAM. FRAME
_ PLAN 204.00 AND 204.20 —
_ AND GRATE
Go
I
w
I
N
I
I
I
1
I
I
\
Ld
/
\
/
Z
X
/ \
Y
/
��
w
O
/ \
/
U
Ld
U J
o0
w 3'-0" (TYPE 1 L)
2'-6" (TYPE 1) FRAME AND GRATE
Z PER COR STD PLAN
204.00 AND 204.20
I
wC� I
Ld
I oof
I I N0
Ld
b- � NOTES:
J
Q
U
p
I-- m
J m
wD
0�
> U
U
I.D. O.D.
X
Y
Z
TYPE 1
11"
12"
11 "
13"
48"
56"
111)
12"
111 "
13"
54"
63"
14"
15"
11 "
13"
60"
70"
17"
18"
11 "
13"
72"
84"
24"
24"
11 "
13"
84"
100"
30"
30"
11 "
13"
96"
108"
36"
36"
11 "
13"
w O U
0-V-8" 1. CENTER OF GRATE = CENTER OF STRUCTURE FOR TYPE 1 AND
0 TYPE 1 L STRUCTURES ONLY.
obi
J 2. SPECIFIED STATION AND OFFSET REFERENCE CENTER OF
w O STRUCTURE FOR ALL DRAINAGE FACILITIES UNLESS OTHERWISE
I of NOTED ON PLANS.
ro 3. RIM ELEVATION SHOWN ON PLANS IS TO CENTER OF STRUCTURE,
TYPE 1 & TYPE 1 L NOT FLOW LINE.
STRUCTURE PLACEMENT DETAIL
NTS
„ FACE OF ADJACENT 6Y2
CURB
SEE DEPRESSION CURB
DETAIL THIS SHEET
1:24 TOP OF
)/2"R ROADWAY
O°
a
a °
a
1'-6"
DEPRESSED CURB SECTION
AT RESIDENTIAL DRIVEWAY ONLY.
FOR COMMERCIAL DRIVEWAYS SEE CITY OF RENTON
STD PLAN 104.2
rnnr /Nr- Ar% IA ;ENT
DEPRESSED CURB DETAIL
AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS
0 5 10 20
VER T.
Scale In Feet
0 10 20 40
HORIZ.
Scale In Feet
w
Q
p
z
0
w
a� I
�ICn
CPJAC1,hrE
An Engineering Services Company
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827.2014 1 f. 425.827.5043
Civil I Structural I Planning I Survey
www. paceengrs.com
C�
°
z
o
cn
Q
d N
0
�0
U)
Ta r`
m
N
I.fi
N 0
O
o
Ma)
`
U
a.y`
m
'z
d
LUL�U/
LL
-0 O
N
a)
V
�
m
m 0
U
J w
Q 0
Z
W o ry
0 F
0
Z
(n Q J
W < Z
o w
o �
> F- 0
QLLI
Q
Z p
F Q
Of
Tom
SCALE:
DATE:
AS SHOWN
8/26/16
DESIGNED BY:
CHECKED BY:
TC
RN
JOB NUMBER
15465
SHEET:
CALL BEFORE C3.04
YOU
UNDERGROUND SERVICE (USA) SHEET# 12 OF 20
445-
-445 440-
-440 435-
-435 435-
-435 430-
-430 425-
-425 425-
(0
\
N
-425 100
o
`O
`�
`�
O
Lq
to
+
o
o
+
00
o
N
Ln
N
o
+
N
N
+
+
O
O
O
Ln O O M
0
O
r
N
`�
Ln Ln
n
o
O
440— +
+
...+
o
+
-440 435- .....o
......+
+
o
d -435 430- Q
a�
. .
Q
Ln N
-430 430- O 430 425-
- ++
M
+
-425 420- o
+
0
+
0
N
-420 420- + ++
...�
-420
0
<�
0
0
00
0) <C�
0
Q�
~N
0
�NHN
o
N <N
N�
N�
r
N
04 N�
n -
+ + + O:
0�00 O�
O
HN
N
F—
O O
O
N�
QTQ�
H��
(jam
(n
V)
V)
(n
II >J
II
>J>J
II —
II Q�Q�
H
QOQ� Q�
N
NON
Q`n QI`�QI�
H H
H
5;
U)
II _
II —
>J
II 0_
II
5;
W 0_W
II
>
II—
J 5;
>J
II 0-W
0_W
0_WO-W
�NN F—N U)
U) V) U)
II —
>j
11 >J
0-W
>J>J
0-w0_W
N� 0
I I
`� U)
H —
I I
0-W
>J>J
0_WO_W
WWD-w
5;
�J5; — II aw0_W
>J >J>J
0-W O-
WD-
W
435-
-435 430-
-430 425-
-425 425- o_ Wo_ w ......w............. -425 420-
-420 415-
-415 415-
-415
1.75%
0.007
1f7.02%
430- -430 425- 7.31 % -425 420- L ........... -420 420-
7.93%
1.75% 1.75% 1.72%
7% I 3.55%
2.0
O
0
1.75%
1.75%
1.64% -0.28% _a1 n Al n- 0-0(0) _a1 n
a�n Al �,— _d1 �, Ain
425-
-425
420-
-420
415-
�
-415
415-
-415
410-
-410
405-
-405 405- -405
0
Ln �
00 r-
Ln -
O
O
00
z
W
N
Lq
�
N
N O
O� N
c0 CO
�
N N
C� C
r� W L.L
N
I0 C �
N N W L.L
N N
rrj
N N
U,
L L
�
O
N N 't LL-
Q0� U'
L.L
W L.L U-
Q
W LL W LL W LL W w LL W W LL w W LL
w LL W
N
0+00
0+50
0+00
0+50
0+00
0+50
0+00
0+50
0+00
0+50
0+00
0+75 0+00 0+50
D RWY-17224
D RWY-17232
D RWY-17236
D RWY-17240
D RWY-17248
D RWY-17314 D RWY-17322
SCALE= H= 1 "=20' SCALE= H= 1 "=20' SCALE= H= 1 "=20' SCALE= H= 1 "=20' SCALE= H= 1 "=20' SCALE= H= 1 "=20' SCALE= H= 1 "=20'
V= 1 "=5' V= 1 "=5' V= 1 "=5' V= 1 "=5' V= 1 "=5 V= 1 "=5' V= 1 "=5' Pg=
An Engineering Services Company
11255 Kirkland Way, Suite 300
N Kirkland, WA 98033
425- -425 425- -425 425- -425 425- o o -425 435- N -435 430- ? 0; -430
+ + + p. 425.827.2014 1 f. 425.827.5043
<� O O O O N O
�, o Q o 0 o Q o N o o Civil I Structural I Planning Survey
r; o II 0) + N o rn+ www. paceengrs.com
C5 5; V) a4 0 N� N� <60
420-co
-420 420- -420 420- -420 420- -420 430- _ -430 425- a w > J Q 425 0
r r7 0 rh O r- co 0- W II N 0_ w — :II t7
r N L') N Q Q > J (n > J (n io c
+ + ~N~N �N 0-W II 0-W Z E ° r`
O O O O O + (n�N� N� �J > J w
c0 50cn
-
a9N< J
o <0W0_w 0
o
20
V) 0
r- m
II II — II II [I — 1.75% �.�.......
415- > > Ij > J -415 415- > J > J > J -415 415- -415 415- -415 425- -425 420- -420 0
0-W 0-w0_W 0-W 0-LijaW 12.86%� -LL 0
-1.75% O
-0.72% -1.75% C
7.2CL
-12.55% LU
o
1.75% 1.%
..m
..
0 m U
410- .. -410 410- -410 410- L -410 410- L -410 420- L -420 415- L -415
-0.48% -2.78%
I I
O O
405- -405 405- -405 405- * -405 405- -405 415- -415 410- -410
M Ln co � N co ro Ln Ln
O O COS r�) N r-Oq � coO 00 O O CO
W LOL 00 W U- 4 N N W LOL �co (6 W LOL W LOi N W LOL �� W U-
00 W LOL W U- W LOL W LL W LOL
0+00 0+50 0+00 0+50 0+00 0+50 0+00 0+75 0+00 0+75 0+00 0+75
DRWY-17400 DRWY-17408 DRWY-17420 DRWY-17428 DRWY-17440 (SOUTH) DRWY-17440 (NORTH)
SCALE= H= 1 "=20' SCALE= H= 1 "=20' SCALE= H= 1 "=20' SCALE= H= 1 "=20' SCALE= H= 1 "=20' SCALE= H= 1 "=20'
V= 1 "=5' V= 1 "=5' V= 1 "=5' V= 1 "=5' V= 1 "=5' V= 1 "=5'
440- -440 445- -445 J L
Q J_
Ln r7 Z IL
ai 0 r� o Q O
+ + o W O
0
435-Of
o+ -435 440- o O+ -440 O 0 z
0
Ln
(n' �N NN� (� = Q
0_ w
a-w�w W Q o cr
0- w
430- -430 435- -435 ., o
W 0 OLd
z
-1.75% QLd
425- 11.59% -425 430- 26.13% -430 Q
o >
Q Of Of
420- -420 425- -425 r
SCALE: DATE:
C U CD 0 00 N N CD 0
W Li Cq W LL W L.L n W LL AS SHOWN 8/26/16
DESIGNED BY: CHECKED BY:
0+00 0+75 0+00 0+75 TC RN
JOB NUMBER
0 5 10 20 15465
DRWY-17442 DRWY-17450 VERT. Mm M=9 SHEET:
SCALE= H= 1 "=20' SCALE= H= 1 "=20' Scale In Feet
V= 1 "=5' V= 1 "=5' 0 10 20 40 CALL BEFORE C3.05
HORIz. YOU DIG 811
Scale In Feet UNDERGROUND SERVICE (USA) SHEET# 13 OF 20
STA: 11 +88.0, 6.0'RT 2 2923059097
BEGIN
2923059086 MATCH EXISTING 17445 116TH AVE SE
11526 SE PETROVITSKY RD I KASTNER ETHELDA R
I BLAYLOCK GERALD T+KELLY C STA: 12+13.3, 6.0'RT 2
PC, R=30.0'
I STA: 12+24.4, 3.9'R7
I PT
I STA: 12+,e
MI PC, R=30
ST/
�I
a
U) 1
10 00 F-I
11+00
W
12+00
I
O�
w 3
i a---
Z- - - - - - - - - - - - - - - - - - - - - - - - - - - - - ----------------
—F—
� / m STA: 10+73.3, 18.5'RT -�
3
M BEGIN STA: 1 1 + 5.1, 18.5'RT
P 3 A
I I 0CDCD 7:6COC "NO PARKING ANYTIME"
(R7-1)
2 AF STA: 12+17.3, 6.0'RT 10
2823059057
I17450 116TH AVE SE I I
SAMORA SID
2823059048 I 2823059062
I11602 SE PETROVITSKY RD 17442 116TH AVE SE
REILLY M J M LE SON TRUONG
� I
0
Ch
rnr-_
z
>M
00
0)
O_j
M
�-7
♦
OHL
IV
01
EED LIMIT 30MPH"
I
I
7938400100
17420 116TH AVE SE
HANSEN RODNEY G+DEBRA S
10
15+00
7 9
/ STREAM SI
I\
I ')HL
\ 0 PARKING ANYTIM
\ (R7-1)
5
I "BUS
STOP"
iI
,I
I� I
i
i
i
i
i
LO
116TH AVE SE
16+00----------------------- 17+00 ---
� 6
p 4L, a
p p
Y !I
7
6
"NO PARKING ANYTIME"
(R7-1) I I
I I
�I
I7938400090 I
17408 116TH AVE SE 7938400080
MARSHALL EUGENE D 17400 116TH AVE SE
IHADFIELD PETER
9 8
I I
°
°
"NO PARKING ANYTIME"
(R7-1)
7938400070
17322 116TH AVE SE
WATERS BOBBY C+ELSA
O
Q
H0
CO W
W m
zW
J W
_CO
V
H
Q
—A . � ,,$—
I
7938400110
I I
I I
.
I
I
2823059056
17440 116TH AVE SE
I
.
17428 116TH AVE SE
ROBBINS GEORGE A+LINDA D
BOLTON DEBRA A
11
Q I
W
E-
I
a
--UD
z
O
ti
00O
r
•
�W
W
W
L
Z
°o
JCn
6 ------
KOHL OHL
Uj
L o "NO
PARKING ANYTIME"
(R7 1
I
Q
0 I 0-4 7
7
I
I I
I I
I I
7938400060
�\
I 17314 116TH AVE SE
I
OWNER BRIAN E
7938400050
\
6
I
17248 116TH AVE SE
VU TIEN H+NGAT THI LAI+VAN
I
I
I
5
SIGNING & STRIPING NOTES:
c0
N
00
O1
CONSTRUCTION CENTERLINE, SEE SHEET C1.03 FOR
DETAILS.
O2
INSTALL RAISED PAVEMENT MARKERS (RPM) CENTERLINE
PER CITY OF RENTON STD DETAILS H001 AND H007.
O3
INSTALL 4" WHITE EDGE LINE PER PER CITY OF
RENTON STD DETAILS H008.
®
RELOCATE EXISTING MAILBOXES FOR #17450, #17442,
#17440, AND #17428. PROVIDE TYPE 2 SUPPORT AND
PLATFORMS, MOUNT EXIST. MAILBOXES PER CITY OF
RENTON STD. DETAILS H027, H028, AND H029 AT STA.
13+30. PROVIDE 18" CLEARANCE FROM FACE OF
CURB.
O5
RELOCATE EXISTING SIGN AS SHOWN ON PLANS.
©
PROVIDE "NO PARKING ANY TIME" SIGN.
O7
RELOCATE EXIST. MAILBOX. PROVIDE TYPE 1 SUPPORT
WITH STEEL POST AND MOUNTING PLATE PER CITY OF
RENTON STD. DETAIL H027, H028, AND H029. PROVIDE
0
18" FROM FACE OF CURB.
z
bi
in
®
EXISTING SPEED LIMIT 30MPH TO REMAIN.
in
Q
O9
EXISTING STREAM IDENTIFICATION SIGN TO REMAIN.
10
REMOVE EXIST. NO PARKING SOUTH OF HERE SIGN
AND SALVAGE TO COR SHOP.
a
0
z
O
PACwr�E
An Engineering Services Company
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827.2014 1 f. 425.827.5043
Civil I Structural I Planning I Survey
www. paceengrs.com
V'
c
2
15
E c°—
I�
w U
c « p
(n
Q
d rn N
a/
a
Cr)
- r-
m
> N rn c_
O
'O
Ma a)
V
a.M
>
w
=Z
)
Y
N
m 0
m
U
J
Q
W O z
0 Z J
Z O
C —
W Q —
w >
Z Q
W zo Q =
Z U c~O
QW
Z
F
(10
SCALE: DATE:
AS SHOWN 8/26/16
Z DESIGNED BY: CHECKED BY:
TC RN
JOB NUMBER
0 5 10 20 15465
VERT. SHEET:
Scale In Feet
0 10 20 40 CALL BEFORE C4.00
HORIz. YOU DIG 811
Scale In Feet UNDERGROUND SERVICE (USA) SHEET# 14 OF 20
SIGNING & STRIPING NOTES:
2923059143
17223 116TH AVE SE
FENNELL TODD C STA: 21 +86.0, 0.0'
MATCH EXISTING
END, 2.2'LT O2
STA: 21 +44.8, 16.0'LT
3 AP END, 13.2'LT O3
3 STA: 21 +44.4, 5.0'LT I END, 8.8'RT O3
2 AP
Cn
I�
rn n "NO PARKING ANYTIME"
(R7-1 Z
V) r 116TH AVE SE
_ — 2ru
Cn +00 — ICE+00
� � � �- .. 23+00
D In
°
O CO
°
0
O
° ° o
p — ° + OHL o OHL
\ o I \ \ HL — OHL-,o p °
OHL
OHL � p OH�p
°
OHL
"NO PARKING ANYTIME" 7 6 I 7
(R7-1) 7 "NO PARKING ANYTIME" O6 (+p
(R7-1) I�P
NO PARKING ANYTIME
(R7-1) 3 AT
21 +44.6, 6.0'RT 6
- 'NO PARKIN E I
I I OUTH OF HERE"
I (R7-1)
I7938400020
7938400030 I I 2823059124
7938400040 17232 116TH AVE SE I
17240 116TH AVE SE 17236 116TH AVE SE COLLODI FLORIO+PATRICIA 7938400010
17200 116TH AVE SE
CURWOOD ROBERT J I STEVENS D W I 2
17224 116TH AVE SE U S POSTAL SERVICE
4 3 I ROLAND CALVIN+IVARY JEAN 0 I
I I .
I 1 KCSP 185006
I
z Q
O�
ow
J �
W Un
Un W
W
oil
w z
m w
m
H-
7�
N Ln
Ln
N Ln
�o
�j
o z0
r\ z
�w
o.
W �
H-
Ow
I J
11 W
O1 CONSTRUCTION CENTERLINE, SEE SHEET C1.03 FOR
DETAILS.
O2 INSTALL RAISED PAVEMENT MARKER (RPM) CENTERLINE
PER CITY OF RENTON STD DETAILS H001 AND H007.
O3 INSTALL 4" WHITE EDGE LINE PER PER CITY OF
RENTON STD DETAILS H008.
® NOT USED
O5 NOT USED
© INSTALL "NO PARKING ANY TIME" SIGN.
O7 RELOCATE EXIST. MAILBOX. PROVIDE TYPE 1 SUPPORT
WITH STEEL POST AND MOUNTING PLATE PER CITY OF
RENTON STD. DETAIL H027, H028, AND H029. PROVIDE
18" CLEARANCE FROM FACE OF CURB.
z
0
w
�ICn
CPPJ=m%PE
An Engineering Services Company
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827.2014 1 f. 425.827.5043
Civil I Structural I Planning I Survey
www. paceengrs.com
C�
C
°
16
E o
I�
w U
c Y 0
(n
Q
d N
�rCn
r-
m
N
O
U
8..
'Z
d
NW
Ids
'a O
Y
N
m 0
m
U
J
Q
W o z
0 0 Z J
Z O i0-
(%� — F—
< LLI
W Q -
cl)w >
Z Q
W o Q =
i ~ _ F-
Q Z U c0
W
F
W
TM
Tom
SCALE: DATE:
AS SHOWN 8/26/16
Z DESIGNED BY: CHECKED BY:
TC RN
JOB NUMBER
0 5 10 20 15465
VERT. SHEET:
Scale In Feet
0 10 20 40 CALL BEFORE C4.01
HORIZ. YOU DIG 811
Scale In Feet UNDERGROUND SERVICE (USA) SHEET# 15 OF 20
I
_ PLACED
NEARESfF
ACCESSIE&E
INTERSECTMN
r
CLOSURE
12+0�
i
_SS
LSD-
7_�
BE
ONE LAN PREPARED
ROAD TO STOP
I. HEAD
II I
I
ROAD
WORK
AHEAD ZK
ONE
LANE ROAD
AHEAD ZK
i X
BE
PREPARED
TO STOP ZK
X
X
►NORK
AREA
SS SS
SD S� SD —
r
OHI
6_ Dtn\/ICE
MIN. UP
i�
<PREPAR
E
( 00-t ED ONE LAN ROAD SIDEWALK SIDEWALK CLOSED
TOP ROAD WORK �►
HEAD AHEAD CLOSED CROSS HERE
i 50' TO I ,
-100' ►ice- -300 O X X PRIOR PLACED
6 DEVICE ' X X TO AT
MN. CLOSURE NEAREST
CCES,
®®®® S N
771—
::11400
116TH AVE. SE
® 15+00
SS SD
S
— 0H 0 L OHL SS
I d —
I
GRAVEL
ONE -LANE, TWO-WAY TRAFFIC CONTROL
WITH FLAGGERS
NTS
II
II I
II
I
II
II I
I
OHL
SD
OHL
SIGN SPACING
=
X
(feet)
FREEWAYS & EXPRESSWAYS
55
/
70
MPH
1500' f (OR
AS PER MUTCD
RURAL
HIGHWAYS
60
/
65
MPH
800'
f
RURAL
ROADS
45
/
55
MPH
500'
t
RURAL
ROADS & URBAN ARTERIALS
35
/
40
MPH
350'
f
RURAL ROADS, URBAN ARTERIALS,
RESIDENTIAL & BUSINESS DISTRICTS
25
/
30
MPH
200'
t (2)
URBAN
STREETS
25
MPH
OR LESS 100'
f (2)
(1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE
INTERCHANGE RAMPS, AT —GRADE INTERSECTIONS, AND DRIVEWAYS.
(2) THIS SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT
ROADWAY CONDITIONS.
(3) EXISTING SPEED LIMIT ALONG 116TH AVENUE SE IS 30 MPH.
(4) WORK AREA LOCATION WILL VARY DURING CONSTRUCTION AND
TRAFFIC CONTROL SHALL BE ADJUSTED AS NECESSARY.
(5) EXTENDING THE CHANNELIZING DEVICE TAPER ACROSS SHOULDERS
RECOMMENDED.
(6) SEE SPECIFICATIONS FOR WORK HOUR AND WORK AREA LENGTH
RESTRICTIONS.
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)
25
30
35
40
45
50
55
60
65
70
LENGTH B (FEET)
155
200
250
305
360
425
495
570
645
—
LEGEND
FLAGGING STATION
SIGN LOCATION
0 CHANNELIZING DEVICES
ALL SIGNS ARE BLACK ON ORANGE UNLESS DESIGNATED OTHERWISE
CHANNELIZATION DEVICE
SPACING (FEET)
MPH
TAPER
TANGENT
50/65
10 TO 20
80
35/45
10 TO 20
60
25/30
10 TO 20
40
Z
0 5 10 20
VER T.
Scale In Feet
0 10 20 40
HORIZ.
Scale In Feet
z
O
U)
w
�ICn
___"'i
r E
An Engineering Services Company
11255 Kirkland Way, Suite 300
Kirkland, WA 98033
p. 425.827.2014 1 f. 425.827.5043
Civil I Structural I Planning I Survey
www. paceengrs.com
c
Z
16
E0
w.2�
=Y o
Q
d " 04
�'0
Cn
- I-
m
N
O
``
U
a.M
m
L�U/
' Z
d
fe
'a O
N
Y
V
N
m 0
ca
U
J
J
Of
a
z
O
W
o
0
ZOf
<
cr
Z
I-
W
0
cl)<
Q
U_
3:
W
z
�
I
O
I_—
Q
O
a
W
O
LL1
T
i
Q
J
I II..I
r
Z
r
O
SCALE:
DATE:
AS SHOWN
8/26/16
DESIGNED
BY:
CHECKED BY:
TC
RN
JOB NUMBER
15465
SHEET:
CALL BEFORE C5.00
YOUDIG
GB (USA) UNDERGROUND
Rv A) SHEET# 16 of 20
l
■
J
z Q
O 3:
0w
0
w Un
un w
cn
w
um
m z
m
Q
m
Cxi
w �
Ln Lo
N r,-)
Ln
�j
o z0
0 z
� w
o.
w �
OW
J J
� w
I2923059086 2923059097
I
� 17445 116TH AVE SE
0 11526 SE PETROVITSKY RD I KASTNER ETHELDA R
N
I BLAYLOCK GERALD T+ KELLY C
SIGNAL MUST BE
I ROAD
ROAD N FLASH MODE WORK
IV
- ` I AHEAD
/ - MI 116TH AVE SE I
� � W20-1
W20-1 / F1
I CONC. WALK z
TWO UNIFORMED I -- i 1 c 1 c G CONC. WALK
POLICE OFFICERS � HI c
`p U) > rA ' I c c
10 oo i I �� I w I� �� �� �� \\ \\ 116TH
11 +00 1 I I \ w
I I 1 I I 112+0
SIDEWALK CLOSED
CROSS HERE 0I / / / / /
w- i 8" AC/ WATERM IN /
a I 1 / / /T w
— s
`\ D
L
� T
_ m-w—
W OHL OOL - L� / / r / I — J
" 4f
0 L
AS/P
J AP HALT IIWE_ I // I ( / F'i UP
/ I / /
- I GRAVEL I( I i Q
F- I I I• I / /' / I I I --- J/ - --��
w CONC.
a OQZS��OC� II I' I / / I CONC. GRA----
LJJ III I I / / EL I / i — —
(/) I DRIVE I II.II I I / I / I I C - A
ASPHALT II I I I I I I
WI 4(L)
I I I r
r W20-7A >
i I Y
2823059057 i I 0
I17450 116TH AVE SE I 0° I I
793840011011 I
SAMORA SID
17440 116TH AVE SE
0
O
N
W20 — 7 B 2823059048 1
11602 SE PETROVITSKY RD
REILLY M J M
2823059062
I17442 116TH AVE SE
LE SON TRUONG
� I �
W2-0=1 — . — . — . _ . . —
I
H
ROBBINS GEORGE A+LINDA D
11
I2823059056
17428 116TH AVE SE
BOLTON DEBRA A
Q
N
z
I �
I
7938400060
0
I
I
I l 17314 116TH AVE SE
\
7938400090
I
\ OWNER BRIAN E
17408 116TH AVE SE
I 7938400080 I
7938400070
\
7938400050
I
\
MARSHALL EUGENE D
17400 116TH AVE SE
17322 116TH AVE SE
6
I
17248 116TH AVE SE
7938400100
HADFIELD PETER
I
WATERS BOBBY C+ELSA
VU TIEN H+NGAT THI LAI+VAN
17420 116TH AVE SE
I
HANSEN RODNEY G+DEBRA S
9
8
I
I
5
10
Wo
Q `)
�v
Cl)
w
LLB LV
Z_ _
J Cl)
= W
V W
Q
\1/1Troft _
(D TEMP CENTERLINE STRIPE
02 TEMP EDGE LINE STRIPE
SEE TC-12 FOR ADDITIONAL NOTES
LEGEND
CLASS B SIGN LOCATION
WORK ZONE
�--�� TEMPORARY TRAFFIC CONTROL DEVICES
® REMOVE PAINT STRIPE
NOTE: THIS TC PLAN APPROVED FOR WORK
HOURS ONLY. REVISE TRAFFIC CONTROL
DEVICES TO ALLOW FOR LEFT TURN LANE
USE AND FULL SIGNAL FUNCTION DURING
NON WORKING HOURS. SEE SHEETS
C5.01 AND C5.02 FOR NON WORKING
HOURS TC PLAN. SEE SHEETS TC-12
AND TC-14 FOR ADDITIONAL INFORMATION.
CD
Z
Q
0
0
LL1
w
Z
0 5 0 20
VERT.
Scale In Feet
0 10 20 40
HORIZ.
Scale In Feet
z
O
w
xi
�I
0
Co
0
o �
O
N
W �
wD Q0
w
Z_ _
0 '
Z 00)
w Z 0
D
Z z
Lw z
JQ O
a� z
(n LJ -
Z w C/)
0 0<
U o Lv
r J
Q
W
J
Q
0
W
Z
W
J
O
0
2
Z
_ 2
v N N
U,
W
aoCn
" �
o rn N
m
I
> c
o 'C
»a
�a �
Z
J
O
' 4
51
N
� O
Of
7 0
y
m
Z
W
7
O
o
m L)
U
F
U_
li
(10
Q
of
SCALE:
DATE:
AS SHOWN
8/26/16
DESIGNED BY:
CHECKED BY:
TC
RN
JOB NUMBER
15465
SHEET:
CALL
BEFORE
CV5.01
YOU
DIG 811
UNDERGROUND SERVICE (USA)
SHEET# 17
OF 20
w
a
•
MAMMA
H
M
W
0)
—r— as
I I
. 1 1
I I
I I I
I I
I I I1 1
I
7938400040
17240 116TH AVE SE
CURWOOD ROBERT J
4
z Q
O3:
0w
0
w cn
un w
cn
w
um
m z
m w
m
w o
Cxi�
Ln Lo
N �
Ln
cfl
�j
o z0
0 z
� w
o.
w �
Ow
J J
� w
2923059143
17223 116TH AVE SE
FENNELL TODD C
1
\ CONC. WALK 2
as , — —
G / / / I / SD /
G SD
G i G—
N
116TF AVE SE
X X _X X _W X X n
1 as S J / /
I SD ID
— / / / �� i GRAVEL / SD SD / SD
U , —
�T UT OHL UT UT
— L l OHL U —
s U OHL
SS / ss s9 /
S / S
CONC. I I // CONC. I I CONC. I i j CONC.
I
I I 7938400020
7938400030 17232 116TH AVE SE I
17236 116TH AVE SE COLLODI FLORID+PATRICIA 7938400010 I
STEVENS D W I 2
17224 116TH AVE SE
3 I ROLAND CALVIN+MARY JEAN 0
1
I
180' TAPER
�miz—_
_
CONC. WALK D
�X G
-GG- ------------
-�
C. illillillillillllllllloo��
z M4-nn /
lcn —w /
— — CONC. WALK
..1 SS I OHL-r
I*SPH. ss SS ss ss
I
I
I
2823059124
17200 116TH AVE SE
U S POSTAL SERVICE
KCSP 185006
0 TEMP CENTERLINE STRIPE
02 TEMP EDGE LINE STRIPE
SEE TC-12 FOR ADDITIONAL NOTES
LEGEND
ROAD
WORK
AHEAD
WI-4(R) W20-1
200' 200'
O
0
POST AT
NEAREST U
�—� ACCESSIBLE
INTERSECTION
o
00
—Ss S I �. o
o
J N00
--7 -4-
U) w N
W ~
5
w cn �
O z
END SIDEWALK SIDEWALK CLOSED O
0
ROAD WORK CLOSE CROSS HERE w z o
(� O w �0-
Z z
w z
JQ 0
I o' z
(n w —
Z X n
O o<
U o w
r J
Q
w
Cn
CLASS B SIGN LOCATION
WORK ZONE
�--�� TEMPORARY TRAFFIC CONTROL DEVICES
2
Z
`°
E o
�
w�
o
�
® REMOVE PAINT STRIPE
Q
o
— U
r�
cn
m
> c
m .L
"a
0
O
�a
O
NOTE: THIS TO PLAN APPROVED FOR WORK
W
's
HOURS ONLY, REVISE TRAFFIC CONTROL
° °
Y
DEVICES TO ALLOW FOR LEFT TURN LANE
m
o
m
USE AND FULL SIGNAL FUNCTION DURING
NON WORKING HOURS, SEE SHEETS
C5.01 AND C5.02 FOR NON WORKING
HOURS TIC PLAN. SEE SHEETS TC-12
AND TC-14 FOR ADDITIONAL INFORMATION.
z
O
JLL-
Q
�
W
Z
W
O
J
0
2
C
Z
2
W
a
W
z
O
J
Of
~
Q
Z
Ld
Z
O
�
U_
LL
Q
r
of
SCALE:
DATE:
AS
SHOWN
8/26/16
DESIGNED BY: CHECKED BY:
TC RN
Z JOB NUMBER
0 5 0 20 15465
VERT. SHEET:
Scale In Feet
0 10 20 40 CALL BEFORE C5.02
HORIZ. YOU DIG 811
Scale In Feet UNDERGROUND SERVICE (USA) SHEET# 18 OF 20
0
0
J
0
z
0
U
U
Q
F-
N
Y
J
W
0
U)
W
>
Q
Lo
i
N
C�
z_
a
Of
0
0
Of
0
U
LJ
o'
J
0
z
0
U
F-
U
W
0
Of
a -
I
z
0
a
z
0
F-
U
D
Of
F-
U)
z
0
U
0
0
F-
z
w
w
c�
Q
z
a
z
0
F-
U
D
Of
F-
V)
z
0
U
Y
J
Q
W
0
V)
w
V)
w
D
z
w
Q
L0
n
L0
i
z
0
F-
z
w
Of
/
n �
I
Dcl)
CN3�
�M
mmN
w
rho
n0cfl
ZG C)
C/)TT
/\
r<
0
w -
b m b
ROAD BE
WORK PREPARED
AHEAD TO $TOP
W20-1 W20-7B W20-7A
\ CD
W
L
>rna,
op
0 O
C)
N
m�
mo
ROAD
WORK zs
AHEAD
W20-1
BE
PREPARE a
r0 STOP"
W20-76
<0
I> a
W20-7A
lin
Y
O
W
a
w
It
2923059083
11520 SE PETROVITSKY RD
AGUIRRE ARMANDO T
2923059086
11526 SE PETROVITSKY RD
BLAYLOCK GERALD T+KELLY C
* SIGNAL MUST BE
IN FLASH MODE
CB RIM=433.42 I
- - - 116TH AVE SE IE 12"CMP(E)=430.52
I\
"jm
I ko I I" rr .
�i
_p. ? W 1. 111.
I I
0
OD LA w > 1
• 1 .. • -� .. T .. . .
SSMH RIM=438.64(CL LID)
I 0 DIP -UNABLE TO OPEN
DRIVE INV 8"(N)=425.5'
ASPHALT PER ASBUILT INFO
� I
r
•
W20-7A
2823059048 1
11602 SE PETROVITSKY RD
REILLY M J M
BE
SZ PREPARED W20-76
TO $TOP
I
CB RIM=434.55
IE 12"CMP(N)=429.95
I
I
I
0
2923059097
17445 116TH AVE SE
KASTNER ETHELDA R
1
LEGEND
N CLASS B SIGN LOCATION
20' 10' 0 20'
® WORK ZONE
SCALE: 1 "=20'
0--o--® TEMPORARY TRAFFIC CONTROL DEVICES
NOTE: THIS TC PLAN APPROVED FOR WORK HOURS ONLY. REVISE
TRAFFIC CONTROL DEVICES TO ALLOW FOR LEFT TURN LANE
USE AND FULL SIGNAL FUNCTION DURING NON WORKING
HOURS. SEE SHEETS C5.01 AND C5.02 FOR NON WORKING
HOURS TC PLAN. SEE SHEETS TC-12 AND TC-14 FOR
ADDITIONAL INFORMATION.
CP `T` ROAD
IE 12"CI R^
IE 12"C WORK
CB RIM=424.19 PREPAR AHEAD
IE 12"CMP(N)=419.39 r0 $TO I >
20-1
W20-76
N
CONC. WALK
—�
\ G \ \\\ G \
40'
D
\ --� CONC. WALK
\ G
G \
Ir
cn \
VI \ �
w w_J
ImMm WON ME um,
GF
FA" �- -�-
CONC.
olf-q :CONC.
2823059057
17450 116TH AVE SE
SAMORA SID
I
J
SSMH RIM=419.54(CL LID)
IE CL 8"PVC CHAN(N,S,SE)=405.34
-
I�
'
INV 8"(S)=407.0
SDMH RIM=418.29
I<
w
4E 24"CMP(N)=409.04
Y
INV 8"(N)=402.0
r >
12"CMP(S)=413.69
o
PER ASBUILT(39-13)
<
IIE
I I
.
I 0
m
I
7938400110
I 2823059056
2823059062
17440 116TH AVE SE
17428 116TH AVE SE
17442 116TH AVE SE
ROBBINS GEORGE A+LINDA D
I I BOUTON DEBRA A
LE SON TRUONG
11 Q
E-
SS
�__
_ � 1
SSMH RIM=41
INV 15'
INV 8"(
PER A
SDMH RIM=41
IE 24"CMP(N)
OVERFLOW=41
IE 24"CMP(S)
IE
1 I 7938400100
R-1 17420 116TH AVE SE
IHANSEN RODNEY G+DEBRA
I I 10
I I I
I I
I
I
I
ROAD
WORK W20-1 I
AHEAD
NOT USED
0 1 " 2"
TWO INCHES AT FULL SCALE.
IF NOT, SCALE ACCORDINGLY
•
U
H0
co
�l 0 O
v o I
N N
N
z N
ir
z o0
W z-
c� w
z zz
� o
J Q z_
c
z
N
O o3
� J
Q
w
r' N
7)
0
0
N
0
z
w
z
D
W
Ld
>
Z
W
H
Q
Q
CL
CL
0
(U
0
U
Q
0
CL
CL
Ld
H
Q
C�
°
z
u
w
O
(/)
Q
�N
N
o
z
O
m=
N
m
>
y'a
O
Ld
p
sm
c
U
CL 2
m
W
3.a
a
N
LL
O O
y
Y
t�
m
y
m
U
6
z
z
0O
Zm
Z J
�
Z
z
O
W
�
aJ
Z
0
W
O W
W
Z
LL
H
LL
O
W
O LU
J
F- Q
V W
z
LL fn
V�c=~o
�O
r
F_
z
Y
SHEET: C5.03
OF: 20
JOB NO.: 15465
DWG: TRAFFIC CONTROL
N
F-
V)
Y
J
W
0
U)
W
>
Q
2
T
Lo
z
Q
Of
0
0
Of
O
U
LJ
J
O
z
O
U
H
U
W
O
z
0
Q
z
O
F-
U
D
Of
F-
U)
z
O
U
0
0
i
F-
i
z
w
w
Q
z
Q
z
O
F-
U
D
Of
F-
V)
z
O
U
Y
J
Q
w
0
V)
w
V)
w
D
z
w
Q
L0
n
L0
i
z
O
F-
z
w
Of
i
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)
25
30
35
40
45
50
55
50
65
70
LENGTH (feet)
155
200
250
305
360
425
495
570
645
-
BUFFER VEHICLE ROLL AHEAD DISTANCE = R
TRANSPORTABLE ATTENUATOR
30 FEET MIN.
MINIMUM HOST VEHICLE WEIGHT 15,000 LBS. THE MAXIMUM
TO
WEIGHT SHALL BE IN ACCORDANCE WITH THE MANUFACTURERS
100 FEET MAX,
RECOMMENDATION_
PROTECTIVE VEHICLE
NO SPECIFIED
MAY BE A WORK VEHICLE STRATEGICALLY LOCATED TO SHIELD
DISTANCE
THE WORK AREA.
REQUIRED
K K a
ae• 01
ROAD
WORK �
AHEAD �
460 N/ 4811
W20-1 no W4-2R
LEGEND LEFT LANE
K TEMPORARY SIGN LOCATION CLOSED
AHEAD
® CHANNELONG DEVICES 48„
SEQUENTIAL ARROW SIGN
W70-5L
TRANSPORTABLE ATTENUATOR
PCMS PORTABLE CHANGEABLE MESSAGE SIGN
N TEMPORARY SIGN LOCATION (5' MOUNTING HEIGHT)
SIGN SPACING
= X (1)
RURAL
HIGHWAYS
60 165 MPH
800't
RURAL
ROADS
45 155 MPH
500't
RURAL
ROADS & URBAN ARTERIALS
35 140 MPH
3501t
RURAL ROADS & URBAN ARTERIALS
RESIDENTAL S BUSINESS DISTRICTS
25 130 MPH
200' f (2)
URBAN
STREETS
25 MPH OR LESS
1 00't (2)
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE
RAMPS, AT -GRADE INTERSECTIONS AND DRIVEWAYS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT
ROADWAY CONDITIONS.
I '
•
L
e
24,9
_A
KEEP
30
0of
RIGHT J�J
R4-7B
BM
20'
go
Ni
LJ2
WORT[ AREA
MINIMUM TAPER LENGTH = L (feet)
LANE
WIDTH
(w)
Posted Speed (mph)
25
30
35
40
45
50
55
60
65
70
10
105
150
205
270
450
500
550
-
-
-
11
115
165
225
295
495
550
605
660
-
-
12
125
ISO
245
320
540
600
660
720
780
-
i
DEVICE SPACING 112 DISTANCE FOR
OPPOSING TRAFFIC DEVICES
B � �� L12 �l X
A
•
•
•
•
LANE SHIFT -THREE LANE ROADWAY
NOT TO SCALE
L13
or 4B'
ROAD
WORK
AHEAD
480
YY20-1
NOTES
CHANNELIZATION DEVICE
SPACING feet
MPH TAPER TANGENT
50/60 40 6o
35145 30 60
25130 20 = 40
PCMS *1
1
2
LEFT
1 MILE
LANE
AHEAD
CLOSURE
2.0 SEC
2.0 SEC
FIELD LOCATE IN ADVANCE
OF TEMPORARY SIGNS.
PCMS *2
1
2
LANE
SHIFTS
LEFT
1 MILE
AHEAD
2.0 SEC
2.0 SEC
FIELD LOCATE IN ADVANCE
OF TEMPORARY SIGNS.
1. SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS.
2. FOR SPEED LIMIT OF 30 MPH OR LESS, USE SIGN W1-3 IN LIEU OF SIGN W1-4.
3. RECOMMENDED EXTENDING DEVICE TAPER (L13) ACROSS SHOULDER.
4_ ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED.
Plot 1
PLMI Rff NQ
TC12
81" 1
OF
TRAFFIC CONTROL PLAN am•m
0 1" 2"
TWO INCHES AT FULL SCALE.
IF NOT, SCALE ACCORDINGLY
•
U
Ho
co
ON 00
o�
N00
N
US
z N
ir
z o0
W z-
0w
z =z
� az
c
z
N
O o3
U ow
Q
W
(N
7)
0
0
N
0
z
W
z
o
w
D
o
>
z
F-QQ
w
CL
CL
(U
0
U
Q
0
CL
CL
LLI
F-
a
0
Z_
w U
E 2
O
N
Q
N
0
z
O
Q
O
N
M
Q
'C
>
LLI
Od
O
U
O
Q.y
m
Lu
=
N
'a O
Y
U
Li
N
y
O
R
m
0
m
U
6
z
z
0
�Y
Z J
OQ�
Z
o
J
LU
W
z
LL
cn
O
W
U
�
U
�z
LL
H_o=
a
V
U (D
z_
Y
SHEET: TC-1 2
OF: 20
JOB NO.: 15465
DWG: TC-12
I
F-
V)
Y
J
W
0
U)
W
Q
T
Lo
z
Q
0
0
O
U
w
i
J
O
z
O
U
F-
U
W
0
z
0
Q
z
O
H
U
Of
F-
U)
z
O
U
O
0
i
F-
i
z
w
w
0
Q
z
Q
z
O
F-
U
D
Of
F-
V)
z
O
U
Y
J
a
w
0
V)
w
V)
w
D
z
w
Q
F-
L0
n
L0
i
z
O
F-
z
w
Of
i
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)
25
30
35
40
45
50
55
60
65
70
LENGTH (feet)
155
200
250
305
360
425
495
570
645
-
BUFFER VEHICLE
ROLL
AHEAD DISTANCE =
R
TRANSPORTABLE ATTENUATOR
30 FEET MIN,
MINIMUM HOST VEHICLE WEIGHT
15,000
LBS. THE MAXIMUM
TO
WEIGHT SHALL BE IN ACCORDANCE WITH THE MANUFACTURERS
100 FEET MAX.
RECOMMENDATION.
PROTECTIVE VEHICLE
NO SPECIFIED
MAY BE A WORK VEHICLE STRATEGICALLY LOCATED TO SHIELD
DISTANCE
THE WORK AREA
REQUIRED
\D,',,
ROA
WORK
~` 46"" AHEAD
4&'
ONELANE I
ROAD � w20-1
AHEAD
48"
W20-4 ,4r
K
PREPARED
TO STOP
\ 48M
x
40"_
. W20-78
1
48' x
W20-7A
f E
U2 DEVICE SPACING 112 DISTANCE
FOR OPPOSING TRAFFIC DEVICES
1130El13000131>300131301300011011,11301300 CI
-�
X x L12
r
i pp _ r
f 4r
ROAD
WORK
AHEAD
46" f
48"�
W20-1
WI-4(L)
1.F OPTIONAL IF 40 MPH OR LESS
LEGEND
FLAGGING STATION
-q TEMPORARY SIGN LOCATION
® CHANNELIZING DEVICES
,, PROTECTIVE VEHICLE - RECOMMENDED
X TEMPORARY SIGN LOCATION (5' MOUNTING HEIGHT)
FILE NAME
TIME
DATE
PLOTTED BY
DESIGNED BY
ENTERED BY
S:IDecl n R PS Si4-Standarda12-Plan Sheet Libra
1:27:17 PM u
9/1812014
FletaCo
CHECKED BY _
PROJ. ENGR.
REGIONAL ADM.
0
W20.7A
MINIMUM TAPER LENGTH = L (feet)
LANE
WIDTH
(feet)
Pasted Speed (mph)
25
30
35
40
45
5Q
55
60
65
70
10
105
150
205
270
1 450
500
550
-
-
-
11
115
165
225
295
495
550
605
660
-
-
12
125
180
245
320
540
600
660
720
-
-
BE
PREPARED
46" TO STOP
■
W20-76
4r
W20-7A
x I x
SIGN SPACING
= X (1)
RURAL
HIGHWAYS
60 165 MPH
800't
RURAL
ROADS
45 155 MPH
5001t
RURAL
ROADS & URBAN ARTERIALS
35 140 MPH
350't
RURAL
ROADS & URBAN ARTERIALS
25 130 MPH
200't (2)
RESIDENTAL & BUSINESS DISTRICTS
URBAN
STREETS
25 MPH OR LESS 100't (2)
(1) ALL
SPACING MAY BE ADJUSTED TO
ACCOMMODATE
INTERCHANGE
RAMPS, AT -GRADE INTERSECTIONS AND DRIVEWAYS.
(2) THIS
SPACING MAY BE REDUCED IN
URBAN AREAS
TO FIT
ROADWAY CONDITIONS
48"
ROAD
Q WORK
' 4r, AHEAD
WIT LANE 48
CLOSED W20.1
AHEAD
48m
W20-BC
L12 x x
� I
-- 0T
�DEVICE SPACING 112 DISTANCE L12
FIOR OPPOSING TRAFFIC DEVICES 24"
I
f KEEP
f
480 OO► 30"
x . RIGHT
R4-7B
480 0/W
x $' W20-7A
HE
PREPARED
TO STOP
i`481,
w20.76
46'
ROAD
WORK
AHaEAn 41�pn
W20.1
48`
ONE LANE
ROAD
AHEAD
46"
W20-4
INTERSECTION LANE CLOSURE - THREE LANE ROADWAY
NOT TO SCALE
-Puhllahed PSO(TC) Work Zone Traffic ControllWITC-14) Intersection Lane Closure - Three Lae RoadwaylTC-14Agn
RsaION 51AIE FED.AID PROJ.NO.
Hp,
WASH
JOB NUMi9ER
CONTRACT" NO, LOCATION NO.
REVISION
I DATE I BY
DATE
pax
NOTES
CHANNELIZAATION DEVICE
SPACING feed_
MPH TAPER TANGENT
50/70 40 80
35145 1 30 60
25i30 1 20 40
1 RECOMMEND EXTENDING DEVICE TAPER (Ll3) ACROSS SHOULDER
2 IF A SIGNAL IS PRESENT, IT SHALL BE SET TO "RED FLASH MODE"
OR TURNED OFF DURING FLAGGING OPERATIONS
3. FOR SPEED LIMIT OF 30 MPH OR LESS USE SIGN W1-3 IN LIEU OF
SIGN W14,
4 MAINTAIN A MINIMUM OF ONE ACCESS POINT FOR EACH BUSINESS
WITHIN WORK AREA LIMITS
5 ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED.
PIQ# 'I
Adft PLAN REF NO
VIIAF TC'14
Washington State SHED
Department of Transportation _ Or-
DA71 TRAFFIC CONTROL PLAN SHEETS
P.E STAMP BOX
0 1" 2"
TWO INCHES AT FULL SCALE.
IF NOT, SCALE ACCORDINGLY
•
U
Ho
co
ON 00
o,
N 00
N
uj
UJ
z N
Z ir p C)
u1 z -
0
z zz
� o
� az
C0
z
N
O o3
U ow
a
w
L N
co
0
Q
(n
U
o
F-
F-
W
N
p
z
w
z
o
w
D
>
z
Q
Q
w
m
N
U
Q
0
Q
a
0
Z_
O U
�
o
cn
Q
CV
0
z
�
m
O
QO
N
>
LLI
O
d
U
QE
.y
m
Lu
U
Li
N
y
O
R
ca
0
m
U
6
z
z
0
�Y
Z J
OQ�
Z
o
p
W
w
W
z
LL
Cn
O
o
W
U
�
U
�z
LL
H_o=
a
V
U (D
z
Y
SHEET: TC-1 4
OF: 20
JOB NO.: 15465
DWG: TC-14