226th walkway project plans.pdfCITY PROJECT # E9DA- 02
WSDOT PROJECT # HSIP- 2S01(003)
SECTION 25, TOWNSHIP 27N., RANGE 3E., W.K
Est 18913
PROJECT
LOCATION
226th St Sw
226th Pi Sw
E dmondfi
4
227�� Fi Sw
IL
P1 SW
SWET UST
SHEU
NUMBER
SHMT 7nLE
1
COVER SHEET
2
SURVEY EXISTING CONDITIONS
3
SURVEY EXISTING CONDITIONS
4
TEMPORARY EROSION AND SEDIMENT CONTROL PLAN
5
TEMPORARY EROSION AND SEDIMENT CONTROL PLAN
6
TESC NOTES AND DETAILS
7
GRADING AND DRAINAGE PLAN
8
GRADING AND DRAINAGE PLAN
9
GRADING AND DRAINAGE NOTES AND DETAILS
10
GRADING AND DRAINAGE NOTES AND DETAILS
11
PAVING PLAN
12
PAVING PLAN
13
PAVING NOTES AND DETAILS
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HORIZONTAL DATUM: NAD 83 PER PREVIO4 S SURVEY BY
PACE FOR OLYMPIC MEW UND/EgRI JOB NO. 05t 16.10 DATED
12/23/05.
VERTICAL DATUM; NAVD 88 PER PREVIOUS St RVEY BY PACE
FOR OLYMPIC VIEW UNDER " NO, 05126.10 )ATED 12/23/05.
SITE AREA. N/A
ALL DISTANCES SHOM ARE GROUND DISTANC'S UNLESS
OTHERWISE NOTED.
THE LOCATION AND DESCRIP11ON OF ALL SUR 1EY MARKERS
SHOM HEREON ARE BASED ON FIELD OGSER� ATIONS TAKEN ON
DECEMBER 2009, UNLESS OTHERWISE INDICATED.
WORK PERFORMED IN CONJUNCTION WITH THIS SURVEY UTILIZED
THE FOLLOWING EQUIPMENT AND PROCEDURES (A) 2'
GEODIMETER 600 SERIES ELECTRONIC TOTA& TION,
MAINTAINED To THE MANUFACTUREWS SWPE01 ATIONS PER
W.&C. 332-130-100. (8) FIELD TRAVERSE, XCEEDING
REQUIREMENTS SET FORTH IN W.A.C. 3,32-134 -090.
THIS TOPOGRAPHIC SURVEY DRAWING ACCURA ELY PRESENTS
SURFACE FEATURES LOCATED DURING THE C( JRSE OF THIS
SURVEY. UNDERGROUND UPUTIES SHOVM HE tEON ARE BASED
SOLELY UPON INFORMATION PROVIDED BY OTI ERS AND PACE
ENGINEERS, INC. DOES NOT ACCEPT RESPONS 3ILITY OR ASSUME
LIABILITY FOR THEIR ACCURACY OR CONPLE ESS�
CONTRACTOR VERIFY EXAC SIZE AND
LOCATION PfgGINEERS SHALL
TO CONSTRUCTION.
CALL FOR LOCATE: UTILITY LOCATION SER\M4
1-80-425-5555.
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STA. 81+53.34 TO 105+00
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PLACE 314�1.5"WASHED GRAVEL IN
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FILTER FABRIC MATERIAL IN
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EQUIVALENT
CONTRACTOR/DEVELOPER SHALL MAINTAIN AND REPLACE
STRAW BALES TO INSURE PROPER EROSION CONTROL.
CITY INSPECTION REQUIRED ON ALL
EROSION CONTROL METHODS BEFORE
OTHER WORK CAN BEGIN,
FLIER FADR02
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SYSTEMS
NTS
CB
FILTER SOCK WITH
I OVER FLOW HOLES
CATCH BASIN
4:
STRAW BALES MAY BE USED IN
CERTAIN CIRCUMSTANCES <SEE
DETAIL E1.1.1) THIS APPLICAITON
SHALL BE MAiNTAINED AT ALL
TIMES DURING CONSTRUCITON
PERIOD.
CITY INS ECTION REQUIRED ON ALL EROSION CONTROL
MEASURES BEFORE WORK CAN BEGIN,
- I I I I I I ", slat;L-1�1!L=RX-A
1. HOLD THE PIRF-CONSTRUCTION MEETING.
2. CALL 1-800-424-5555 2 DAYS BEFORE YOU DIG FOR UTILITY LOCATE.
3. IMPLEMENT TRAFFIC CONTROL PLAN DURING CONSTRUC71ON WITHIN RIGHT-OF-WAY.
4. INSTALL CATCH BASIN PROTECTION AND SILT FENCE.
5. INFILTRATION SYSTEM TO BE STAKED BY ENGINEER.
6. CONTACT CITY OF EDMONDS INSPECTOR IF TESC INSPECTION IS REQUIRED PRIOR TO START
OF CONSTRUCTION.
7. INSTALL STORM INFILTRATION SYSTEM.
S. SAWCUT AND REMOVE PAVEMENT.
0. INSTALL CURB, GUTTER SIDEWALKS AND RAMPS AS SHOWN ON APPROVED PLANS.
10. GRIND DOM DELINEATED OVERLAY AREAS,
1 1. PAVE OVERLAY AND PROPOSED WIDENED AREA.
12. REMOVE SEDIMENT, DEBRIS AND EQUIPMENT FROM ALL PUBLIC HARDSCAPES.
13. CONTACT CITY OF EDMONDS FOR FINAL INSPECTION.
14. REMOVE REMAINING TESC ITEMS
I. APPROVAL OF THIS EROSION/SEDiMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE
AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.O. SIZE AND LOCA71ON OF
ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES. ETC.).
2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE,
REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE
APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND
VEGETATIONAANDSCANNO IS ESTABLISHED.
3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY
FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD. NO
DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING
SHALL BE MAJNTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF
CONSTRUCTION
4. THE ESC FACIU71ES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH
ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT
SEDIMENT AND SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS,
OR VIOLATE APPLICABLE WATER STANDARD&
5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR
ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESO FACILITIES
SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT
SEDIMENT AND SEDIMENT -LADEN WATER DO NOT LEAVE THE SITE.
6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR AND
MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING.
7. THE ESC FACILITIES ON INACTIVE SITES SMALL BE INSPECTED AND MAJNTAINED A MINIMUM
OF ONCE A MONTH OR WTHIN THE 48 HOURS FOLLOWING A MAJOR STORM EVENT.
S. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE
WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE
CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT
LADEN WATER INTO THE DOWNSTREAM SYSTEM.
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I " .11 - — RAVEL
4 4 4" 4" 4" 4"
6
4' 4 6
)2 5 OD FNC
-Ti IE=275.52 6' WOOD FNC
E 8-
4.001 TAX PARCEL, TAX PARCEL
#0061-0400001800 5 00' #27032500314800
NOTE: STA. 11+55= END OF
TURNBACK LINE PER WSDOT.
RIGHT OF WAY PLAN. SR
D STA. 81+53.34 TO lo5+oo
APPROVED 4/23/1970
< I <1
-i Call :2i
L 0-
L beforo you F-- Lij
C)
Dig. (D
�i Ld
Ui --5 <
1-800-424-6655 CD 2:
mmataum amm (L" 1--: BE
V)
C)
C)
k H, R IHIJ C%4 I
07v WA WAS CD
co 0
H. SCALE 1"-20'
25427 0 29128 V. SCALE KA
IST IST SHEEr
-tONAL ORAL 7
OF 13 sHEETs
'.O'E9 DA—, 12
SEC. 25, T 2 7 N., R. JE, W M.
0 5 10 2
HORIZ.
LLUMINATED-::�� 269. Scale In Feet
si G N
t 'PSPK/W
7 G
)3497. '8600
T. S.'
94700 '1651 -FOUND ?"PIPE FILED WITH CONC.
321 44� /// // I CP# MIC I
-EV.=?85.-?13 W/TACK IN CASE DOWN 0.7'
P\IM=283.22-- N 29,3468.90 NOTE: TURNBACK
E= 196?210.71
:.(NW)=279.7 IS. L. 8 5, 2 1 LINE PER WSDOT.
ELEV.
IC.(N)=279.5 10+00.00 226TH SW RIGHT OF WAY PLAN. SR 104
STA. 81+53.34 TO 105+00
,.(SE)==279.6
APPROVED 4/23/1970
.(SW)=')79.8 MB
RIM=281.69
CD,
�(NW)=279.4-
C
V C (S) 2 7 9.3
�/T
0
7-
C(NE)=279.2 r /
vv
'Z --------------
Ld Z 0 Z
Ld
U)
'Z
00 2126WOST
C) N
LO I C)
8"SS
ss
PRV
Q� y\,Q �0 'A
<
ACCE z
M IT -- ----- 12"
Uj W�o CR"W T, 5 LOT 5
TAX PARCEL,
#00390000000600
4 6" L OP Q0
\14FFIC SSMPI RIM=985.90
BOLTED, NOT OPENED DUE
Q\1111 TO TRAFFIC
CB RIM=82.09
Z /-CB RIM='85.5-1
I 9"PVC(N)=280.0 IE 36"CONC (NW)=271.6
E ( I 1 0 \ 'z X IE 36"CONC (SE)=_271.6
SSMH RIM= �82.72 2"PVC FLUSH
IE CL CHAN.=274 - WITH PAVEMENT
Q 2�56.00
IE 8"(SE)=' 274.8 CB Rlm=_?Z84�75 T �2
CB RIM=_282A6 C. A D\ BC 28�5 10
0.
FULL 0- DIRT�` BREAK LINES
SSMH RIM=285.,94\ L
'TAX PARCE', IE CL CHAN.=2275.7
4 P.
#2703250031 800 TC 285.84
BC 285.00
WSDOT ROW
Call
before you
Dig.
VERTICAL CURBr5 1-800-424-5666
J3 LANDS�APING
STATION
OFFSET
DESCRIPTION
25
90+98.50
37.88' RT
BEGIN VERTICAL CURB AND RAILING
2610+29.31,
34.40' QEND
VERTICAL CURB AND RAILING
H , *
WA.?
0
427
'GIST
ONAL
��. Rlij
A,V WAs
0
0 2912
IST
0
T
LLJ
C)
W Q
vi D <
CD =1
<
V) 01
C,4 _j <
C'4 g CD
ch�
(.D
___ I..
V. SCILE m
SHEU
8
OF 13 sHm
JOB
FgDA-cl
AWWT GUTIM, OR
I.. F.
SIDEWALK PER PLAN
FACE OF CURB
6 1/2"
CLASS D
WSDDT BANK RUN 13ACKFILL MATERIAL 5 1/2" 1"
9-03.19 1/2" R. I R. MATCH
I(FILL ODWACO TO 95% ROADWAY
MAXIMUIJ DDM SLOPE TOP OF
-ROADWAY
1/2" R/
ITERED IN
FOR
PIPE ZONE T Mil,
BEDDING MATERIAL
----�(SEE DETAIL BELOW) 3* CSBC Wl� 01411�1 OEM, M--
COMPACTED SUBGRADE
�zj z�Q�
CURB AND GUTTER DETAIL
INFILTRATION TRENCH TYPICAL TRENCH SECTION (W8DOT STD PLAN F-10.12-00)
NTS NTS
NTS
Lj 2�
j
Ing
Agg
BEDDING MATERIAL REQUIRED PER
CITY OF EDMONDS MODIFICATIONS
LIMIT OF PIPE ZONE TO DIVISION 9 OF WSDOT STANDARD JIRO
SPECIFICATION FOR RO R
CONSTRUSOB IDGE
& MUNICIPAL N *AND
VARIES TYPE OF PIPE.
IS;
*0
PIP
FOUNDATIO N LEVEL� E ME
Call
11 before you
"" . cii
Dig.
�i (-) LU
000 LLJ CD
D < cn
NOTES 1-800-424-5666 ui (D --j
mmmmo Soma (L"
I ' PROVIDE UNIFORM SUPPORT UNDER BARREL
2. HAND TAMP UNDER HAUNCHES
3. COMPACT BEDDING MATERIAL. TO 95% MAX. DENSITY
C) c)
c"I _j = =
�k H. RIJI c14 9 < <
PIPE BEDDING 3Y WAS WA
NTS
0
0
H, SQ-LE AS NOTED
2 427 29128 V. SCALE AS NOTED
IST IST-0 SHM
ORAL ONAL 9
OF 13 SHEM
-�O—B
NO. E9 DA—c 12
WALL OR B ARRIER
SIDEWALK
112" R.
1/4" PREMOLDED
JOINT FILLER
PREMOLDED
JOINT FILLER
0
SLOPE ROUNDING
WHEN SPECIFIED
IN CONTRACT
1-01
R
VARIES (SEE CONTRACT)
SIDEWALK MAY BE ADJACENT
TO A WALL (SEE DETAIL)
SIDEWALK
VAIRIES: ' - 0" MIN.
SEE ANTRACT)
1/2" R. (TYPI)
CURB
2% MAX.
INCLUE
IN BID
1/4" PREMOLDED
JOINT FILLER
-I
SMOOTH
PERIMETER
RETE CURB
JTTER SHOWN)
, IN BID ITEM
H.
oy WA.3
0
0 25427
IST
ONAL
Oct
Call
before you
I Dig.
- 44-9979
R IH-jj
WA,3
0
29128
0
IST .0
OnAL
A^
LLJ
CD
LLJ
CD <�
0- < I--
11:� L
C) c
< <
CD
-- - AS
SCke AS N01
SHIM
10
OF 13 stim
Joe
— E9DA—c
SEC. 25, T 2 7 N., R. JE, W M.
lj;� �j U 9 -5 U
1-1 49A--47.25
SET REBAR cl,� CAP
2' N. OF EDGE OF PAVEMENT
N 293490.5943
E 1 "618-26,7377
ELEV=278.60
11 49A-47.26
MON IN CASE (DN-0.9)
FND TACK IN LEAD
N ?9347&39 ' 20
E 1261813.7997
ELEV=277.40
13+97.09 ??6TH
b
(N
N88'36'18"w_
8"SS
ss
0
hi
m
LEGEND:.
NEW CONCRETE SIDEWALK/CURB/RAMP
F/771 2" ASPHALT PLANING AND OVERLAY
(HMA C�j PG 64-22)
NEW ASPHALT
TAX PARCEL
#27032500309400 SAWCUT
0 5 10 20
HORIZ.
n Feet
TAX PARCEL -
#27032500309300
STA, 81+53.34 TO 105+00
APPROVED 4/2-1-5/1970
Call
before you
(Z) REMOVE,�-�ISTING STRUCTURE/OBSTRUCTION
Ld Dig.
0
r-,) L'j� PIP
nq AnlHqT F JqTlKlr� rP FPAKAP At\1r) r-'P-ATP*
I-Ovu-4A4-0000
w
cp#
N=29
E= 1 6
EL
CB
I E 12" C 0 N C.
IE 12"CON
I E 12" GO N C
r
�E
F17
I
STATION
OFFSET
DESCRIPTION
1
13+85.03
31.26' LT
BEGIN PLANE & OVERLAY
2
13+83.03
34.21' LT
BEGIN CURB & GUTTER PER DETAIL 3 ON SHEET 9
3
13+85.03
4.46' LT
PLANE & OVERLAY LIMIT
4
13+71.25
13.80' LT
TYPE 4A CURB RAMP
5
13+60.76
10.79' LT
END CURB & GUTTER RETURN
112+00.46,
10.95' LTICURB
& GUTTER BREAK POINT
.6
7
111+54.70
1 0.00' LT
IPLANE & OVERLAY LIMIT
KEY NOTES:
I —
ADJUST EXISTING WATER VALVE BOX
RELOCATE TRAFFIC SIGN TO STA 13+74.75, 25' LT
ADJUST ELECTRICAL BOX LID
ADJUST GAS VALVE BOX LID
2'x5' DETECTABLE WARNING SURFACE
REMOVE APPROX.. 140SF ACP, SEE DETAIL 4 ON SHEET 13
H,
WA
0 25427
IST
'ONAL
RITJ
WA
0 29128
IST
IONAL
F-1
go g I
CD
cl�
C3_ n
- 1'-20'
SCALE NA
SHEET
11
OF 13 SHEM
OB
,- E9DA—cl 2
ILLUMINATED
SIGN
17 GPSPI\-//W
)3497.28600
32144.247oo
-EV.=285�93
RIM=283.2"
:,(NW)�279.7
-(SE)�-279.6
.(Sw)=2279.8
RIM='281.69
,(NW)=')79 4
VC(S�=227q.3
C(NE)=?-79.2
ILLJ
(n
'A 0C E'F'-,-/
M H/
-4.-<
CB RIM=,'�82.09
IE 8"PVC(N)=280.0-
SSMH RIM=282.72
IF CL CHAN.==274.2
IE 8"(SE)=274.8
CB RIM=1182.16
FULL Of 'DIRT
P-11FAIps
SEC, 25, T 2 7 N., R. JE., W M.
0
0 5 10� 2
HORIZ.
v Scale In at
�3 ` Fe
23
20
8
18
G
WO IS T IS 7
--3
3 11,' 6
IN,
--w
1 F I G
L:P-. P
Y.
Z 0
21"PVC FLUSH
WI TH PAVEMENT --Z &S,
2 3
CB RIM=984.75
IF 12"CONC.(NW)=281,5- 9 5 C Nc. PAD \:A
WSDOT ROW
SSMH RIM='85.,m
TAX PARCEL, IE CL CHAN.=4�275.7
-#27032500314800 VC"V KIOTCQ
ul
24
7
2,2�
z
21
6P
3
STATION
OFFSET
DESCRIPTION
8
11+45.61
20.02' LT
CURB & GUTTER BREAK POINT
9
11+22.77
19.03' LT
PLANE & OVERLAY LIMIT
10
11+22.69
0.00' LT
PLANE & OVERLAY LIMIT
11
10+85.16
20.31' LT
TYPE 1 DRIVEWAY
12
10+59.48
20.31' LT
END CURB & GUTTER
13
10+30.97
24.80' LT
TYPE 2 CURB RAMP
14
10+02.56
43.11' LT
TYPE 2 CURB RAMP
15
91+12.40
30.62' RT
END CONCRETE WALK
16
9+45.59
38.34' LT
TYPE 2 CURB RAMP
17
9+76.37
24.94' RT
TYPE 4A CURB RAMP
18
10+55.61
16.18' RT
BEGIN TYPE K CURB
19
10+62.33
14.53' RT
BEGIN TYPE K CURB
20110+67.74
21.19' RT
END TYPE K CURB
REMOVE EXISTING
STRUCTURE/OBSTRUCTION
ADJUST EXISTING CB FRAME AND
T17
GRAIE
ADJUST EXISTING WATER VALVE BOX
RELOCATE TRAFFIC SIGN TO STA
13+74.75, 25' LT
CP#1651 MIC-FOUND 2'PIPE FILED WITH CONC, -------
W/TACK- IN CASE DOWN 0.7'
N='�93468,90
E=1262210.71 NOTE: TURNBACK
LINE PER WSDOT.
ELEV.=285. , 21 S RIGHT OF WAY PLAN. SR 104
101-00.00 0.96TH SW VA /
11 STA. 81+53.34 TO 105+00
APPROVED 4 23/1970
B
svv
0-
F1 51
ADJUST ELECTRICAL BOX LID
ADJUST GAS VALVE BOX LID
2'x5' DETECTABLE WARNING SURFACE
REMOVE APPROX. 140SF ACP, SEE
DETAIL 4 ON SHEET 13
STATION
OFFSET
DESCRIPTION
21
10+69.82
23.35' RT
BEGIN TYPE K CURB
22
10+73.14
27.38' RT
END TYPE K CURB
110+70.75
34.17' RT
END TYPE K CURB
24110+91.67
51.98' RT
TYPE 5 CURB RAMP
L,0T 5
TAX PARCEL
#00-390000000600
SSMH RIM=285.90
BOLTED, NOT OPENED DUE
TO TRAFFIC
�-CB RIM=985.51
IE 36"CONC (NW)=271.6
IE 36"CONC (SE)=271.6
@) INSTALL NEW PED. PUSH BUTTON
POST PER WSDOT STANDARD PLAN Call
J-20.10-00 FOR EXISTING SIGNAL. before you
H .
WA
0
26427
0 IST-0
6"ONAL
Dig.
1-800-424-5566
m"wo" sat" (U"
RH)-
WA
0 v-3
0 2912
IST
-10NAL
�i
A-5
'All
III
cj�piq
�5
�ii LU
C'�--D =,
C)
C)
... --- jl.
V. SCALE NA
SHEU
12
OF 13 sHEE
JOB
- 19DA-c
1 1/2- 0 STD. STEEL PIPE CMICAL)
2' 0 SM. STEEL POST (TYPICAL)'�
2* 0 SM. STEEL PIP E (TYPICAIL) 7
CEMENT CONCRErE
METAL RAIL
RAIL SECTION
HEES
1. RALS TO BE MINIMUM A53 TYPE E, GRADE B, 2 IN. NOMINAL DIAMETER, MINIMUM SECTION MODULUS O.M1 IN 3
(GAL\t.- STEEL OR ALUM)
2. POSTS, HANDRAILS, CONNECTIONS, MNTS AND HARDWARE SHALL HAVE A SMOOTH SURFACE.
& ALL STEEL SHALL BE GALVANIZED. ANY KLDING OR REPAIR IN THE FIELD SHALL BE PAINTED IN ACCORDANCE
NTH WSOOT STANDARD SPECIFICATION SECTION 8-07.3.
4. F007INGS TO BE MINIMUM CONCRETE CLASS 4000
Q POSTS SET DEPTH AND CONCRETE FOOTING DIMENSIONS SHALL BE REmEwm AND DETERMINED BY ENGINEER
BASED ON LOCAL SOIL AND SITE CONDITIONS.
6. SEE AASHTO 2-7.2 AND AASHTO 2.7.3. FOR RAJL VERITCAL SPACING REQUIREMENTS.
& 7HE RAILING SHAU MEET RiE REQUIREMENTS OF 7HE AAISH70 STANDARDS SPECIRCA77ONS FOR HIGHWAY AND
BRIDGES,
4Z METAL FLAL
NTS
E)(IS7ING GRADE
-EASTING ASPHALT STING AC TO BE REMOVED
12* TRAFFIC CURB TRAFFIC ISLAND
//—E)aSTING 12" TRAFF10
//;7 CURB TO BE REMOVED
51
SAWCUT AS REQUIRED FOR CLEAN EDGE WSDOT SM K-CURB (TYP.)
'MAFFM ISLAM MOCIFICAMON DETAL
NTS
SOUTH
R.O.W.
LINE
7'
2X
CONO WALK PER WSDOT/
PLAN F-30.10-00 _
CONO CURB & GUTTER PER
WSDOT PLAN F-10.12-00 —
2- HMA %) PO 64-22
3- OF 5/8 CSTC
4" OF 1-1/4"CSBC—
R.O.W
MONUMENT LINE
SMPD
9
30'
c
SAW CUT
LINE
A -
VARIES
7.
3' HMA CIL A PG 64-22
3' OF 5/6- CSTC
e OF 1-1/4* CSBC
NORTH
R.O.W.
LINE
ASPHALT
PAVEMENT(TO
REMAN)
VARIES
STATION
AC WIDENING
'A'
AO PLANING AND
OVERLAY
.8.
ROADWAYWIDTH
.0.
11+22.77 TO 11+45.61
1.01
18.01-111v
190-10.2'
11+45.61 TO 12+13.47
I.W-1.7'
IV
VARIES
12+13.47 TO 13+47.93
2.5'
IV
Ill
113+47.93 TO 13+60.761
1.0--1.7'
VARIES
113+60.76 TO 13+8&031
VARIES
I VARIES
I
220TH ST. &W. SECTM(� 3�
SCALE. I*-10'
TOP OF
SIDEWALK/PED. RAMP
3- - 518" CSTC
VMMAL CAMr5-'�
N 1:5
GENEIRAL NOIE5:
1. SAWCUT TO REMOVE 1 FOOT OF EXISTING ASPHALT TYPICAL
ALONG ALL NEW CURB AND GUTTER.
2. ALL NEW PAVEMENT, SIDEWALKS, CURBS, GUTTERS, AND
RAMPS SHALL MEET AND MATCH ADJACENT EXISTING
SURFACES.
3. SEE DETAIL 3 ON SHEET 12 FOR ROADWAY SECTION.
4. SEE PROJECT MANUAL FOR ADDITIONAL WSDOT STANDARD
PLANS.
IN
Arty
H.
WAA s
0
V6
2 427
IST-0
ORAL
Call
before you
Dig.
Rill
WA
0
0 29128
IST
IONAL
W
A
c)
ci-
V)
LU
0
AS NOTED
SCALE AS NOTED
SHEET
13
OF 13 SHEETS
TB
.- E9DA-c 12