HomeMy WebLinkAbout2023-04-04 - Selland Construction (Change Order #2) 9th & VMP Signal Project 2019-07 (Concrete Walkway) - General Agreements / General Service Agreements - 2019-07Local Administered Projects Chapter 52
WSDOT Local Agency Guidelines M 36-63.41 Page 52-19
June 2022
Checklist
Change Order
Question Yes No N/A
1.Does the change order alter the termini, character, or scope of the work?☐☐☐
If yes, you must have H & LP approval to be eligible for federal funds.☐☐☐
If yes, you must submit a revised Page 1 of the prospectus.☐☐☐
2.Is the Change Order over $7,500.00 and outside the scope of work?☐☐☐
If yes, the change cannot be a change order and must be an independent work.☐☐☐
3.Does the Change Order detail all items involved with the change?☐☐☐
4.Does the Change Order include an adjustment in working days?☐☐☐
If yes, the time extension must be stated in the Change Order.☐☐☐
If yes, an independent engineer’s estimate of time must be included to document the
extension.
☐☐☐
If no, that must be stated in the Change Order.☐☐☐
5.Does the Change Order alter the DBE Condition of Award?☐☐☐
If yes, you must obtain concurrence form Local Programs.☐☐☐
If yes, you must obtain the DBE’s signature on the Change Order.☐☐☐
6.Does the Change Order involve a material substitution?☐☐☐
If yes, you must determine if a material credit is appropriate.☐☐☐
7.If Change Order work started prior to it’s execution, prior verbal approval by the
Approving Authority must be granted and documented.
☐☐☐
8.Has the Change Order been signed by the contractor?☐☐☐
9.Has the Change Order been executed by the Approving Authority?☐☐☐
If you are a “non CA Agency”, you must have the acting CA Authority’s approval.☐☐☐
10.Has an independent engineer’s estimate justifying the costs and time extensions been
completed and documented?
☐☐☐
11.Has a detailed memo outlining the chronology of events, basis of need, costs and
working days been prepared and placed in the file accompanying the Change Order?
☐☐☐
Appendix 52.106 Change Order Page 1 of 1
Revised 4/30/2014
Date:1/23/2023
9th St and Valley Mall Parkway Intersection Improvements
Change Order 2 Memo
The City desires a concrete sidewalk in lieu of the asphalt walkway shown in the Plans.
The asphalt walkway that was initially installed was needed to keep pedestrian moving
during the winter project shutdown. The City will pay for the temporary walkway with
their own funds. This change order does not require FHWA to pay for any item more
than once. The final product will be a concrete walkway along 9th St. NE. instead of an
asphalt walkway.
The cost for the change order was determined using unit costs from Selland’s bid and
costs proposed by Selland. The original unit price cost for Cement Conc. Driveway Type
4 was high due to the originally low quantity. The revised proposed cost is for all work
associated with this change order.RH2’s estimate of quantities is summarized in
Appendix A.
There shall be no change to Contract Time as a result of this Change Order.The
proposed work will occur during the same time as other planned work.
Bid items for Traffic Control (A-29, B-29) will not be affected as a result of this Change
Order.This is because work is still planned to be completed during the same planned
traffic control setups.
Bid items for Mobilization (A-1, B-1) will not be affected as a result of this Change
Order.Selland and their subs still have work to complete and can do this work and the
same time.
The Contractor confirmed via email (see attachment)that the work associated with this
change order does not require any changes to work being completed by a DBE sub-
contractor as part of the condition of award. The only DBE subcontractor planned for
use on the project is TBMM, who is performing traffic control.
9th St NE & Valley Mall Parkway Intersection Improvements
Change Order #2 Cost Estimate
Temporary Asphalt Path (City Funded Group)
Bid Item Description Unit
Plan Qty at
Bid
Unit Cost at
Bid
Extended Amt at
Bid
Rev Qty
per C.O. #2
Unit Cost per
C.O. #2
Extended Amt per
C.O. #2
Cost Difference
per C.O. #2
Schedule D - City of East Wenatchee
D-1 Commercial HMA for Temporary Path TN 0 210.00$ -$ 35 210.00$ 7,350.00$ 7,350.00$
D-2 Temporary Asphalt Path Removal SF 0 1.00$ -$ 2370 1.00$ 2,370.00$ 2,370.00$
Total Schedule D -$ 9,720.00$ 9,720.00$
Concrete Walkway (City/FHWA Funded)
Bid Item Description Unit
Plan Qty at
Bid
Unit Cost at
Bid
Extended Amt at
Bid
Rev Qty
per C.O. #2
Unit Cost per
C.O. #2
Extended Amt per
C.O. #2
Cost Difference
per C.O. #2
Schedule A - City of East Wenatchee
A-12 Commercial HMA TN 35 210.00$ 7,350.00$ 10 210.00$ 2,100.00$ (5,250.00)$
A-19 Cement Conc. Traffic Curb LF 110 100.00$ 11,000.00$ 0 100.00$ -$ (11,000.00)$
A-22 Plastic Crosswalk Line SF 1180 12.00$ 14,160.00$ 844 12.00$ 10,128.00$ (4,032.00)$
A-35 Cement Conc. Sidewalk SY 100 160.00$ 16,000.00$ 182 160.00$ 29,120.00$ 13,120.00$
A-52 Cement Conc. Driveway Entrance Type 4 - For C.O. 2 SY 0 -$ -$ 82 320.00$ 26,240.00$ 26,240.00$
Total Schedule A 48,510.00$ 67,588.00$ 19,078.00$
Total Schedule A & Schedule B & Schedule D 48,510.00$ 77,308.00$ 28,798.00$
1
Erik Howe
From:Ryan Foust <ryanf@sellandconstruction.com>
Sent:Monday, January 23, 2023 4:38 PM
To:Erik Howe
Cc:Mike Massarelli; Tracy Walker
Subject:RE: Valley Mall and 9th Sidewalk Pricing
Erik,
The proposed sidewalk replacement for the Valley Mall Parkway and 9 th ST NE Project will not affect our DBE Traffic
Control Item.
Thanks,
Ryan Foust
From: Ryan Foust
Sent: Thursday, January 5, 2023 11:35 AM
To: Erik Howe <ehowe@rh2.com>
Cc: 'Katrina Olson' <kolson@rh2.com>; Tracy Walker <tracyw@SellandConstruction.com>; Mike Massarelli
<MikeM@sellandconstruction.com>
Subject: Valley Mall and 9th Sidewalk Pricing
Erik,
Please see attached proposal to remove the asphalt path and replace with concrete sidewalk and driveways. As
mentioned in the field, PUD’s vault has a broken lid, we have excluded the lid from this proposal. Please review and let
me know if you have questions.
Thanks,
Ryan Foust
Selland Construction, Inc.
509-304-4432
A
CL
PROPOSED SECTION
12.0'
DRIVING LANE
6.5'
SHOULDER
12.0'
BUFFER
12.0'
LEFT TURN LANE
12.0'
RIGHT TURN/THRU LANE
6.5'
SHOULDER
MATCH EXISTING
71.8' ROW
EXISTING CURB, GUTTER
AND SIDEWALK, TYP
REMOVE ASPHALT ALONG FACE OF EXISTING
GUTTER PAN WITHOUT DAMAGING CURB (TYP)
0.33' HMA CL. 3/8" PG64H-28
0.17' CRUSHED SURFACING TOP COURSE
CL
B
203
PROPOSED SECTION - 9TH ST NE WITHIN CITY ROW
APPROX.
1%
11.3'
LEFT/RIGHT TURN LANE
11.0'
LEFT TURN LANE8.5'
TRAIL
1.5%
2.0' ROADWAY DIVIDER
11.0'
LEFT TURN LANE
11.0'
DRIVING LANE
APPROX. 11.5'
DRIVING LANE
APPROX.
1%
80.0' ROW
APPROX.
1.0'
3.5'
PROPOSED CROWN, NORTH OF EXISTING
CROWN PER ROADWAY PLANS &
PREPARATION DETAIL, DWG S02
APPROX. EXISTING CROWN
(ALIGNMENT A)
PLANTING STRIP
PER DWG LS01
CEMENT
CONC.
TRAFFIC CURB
AND GUTTER
0.33' HMA CL. 3/8" PG64H-28, TYP.
DUAL-FACED CEMENT CONCRETE
TRAFFIC CURB PER WSDOT
STANDARD PLAN F-10.12. 12" FROM
FACE OF CURB TO FACE OF CURB.
PAINTED YELLOW.
0.5' CRUSHED SURFACING
BASE COURSE
EXISTING CURB,
GUTTER AND
SIDEWALK
0.17' CRUSHED SURFACING TOP COURSE TYP.0.33' CEMENT CONC. SIDEWALK
0.17' CRUSHED SURFACING
TOP COURSE
DECORATIVE
BOLLARD
WITH CHAIN
FENCE
0.17' COMMERCIAL HMA
C
CL
203
PROPOSED SECTION
12.0'
DRIVING LANE
20.0'
ANGLED PARKING
11.0'
LEFT TURN LANE
12.0'
DRIVING LANE
20.0'
ANGLED PARKING
APPROX. 6%
89.0' ROW
EXISTING CURB,
GUTTER AND
SIDEWALK, TYP
0.33' HMA CL. 3/8" PG64H-28
0.17' CRUSHED SURFACING TOP COURSE CEMENT CONC. TRAFFIC
CURB AND GUTTER
F
203
SIDEWALK WIDTH VARIES
SEE PLAN VIEW
2%
TYPICAL SIDEWALK SECTION
ROADWAY SURFACING
PER ROADWAY SECTIONS
0.17' CRUSHED SURFACING
TOP COURSE, TYP
0.33' CEMENT CONC.
SIDEWALK, TYP
CEMENT CONC. TRAFFIC
CURB AND GUTTER, TYP
203TYPICAL CURB AND
GUTTER BASE
1.0' MAX
0.83'
CRUSHED SURFACING BASE COURSE
CEMENT CONC. CURB AND
GUTTER PER WSDOT STD.
PLAN F-10.12
PIPE TRENCH DETAIL
NOTE: THE CONTRACTOR SHALL PRESERVE AND
PROTECT PIPE AFTER INSTALLATION AND SHALL FOLLOW
MANUFACTURER SPECIFICATIONS FOR MAINTAINING PIPE
COVER DURING CONSTRUCTION.
IDOD
GRAVEL BACKFILL FOR PIPE
ZONE BEDDING SHALL
CONFORM TO WSDOT
SPECIFICATION 7-09.3(9)
PIPE
UNDISTURBED NATIVE
MATERIAL
BANK RUN GRAVEL FOR
TRENCH BACKFILL OR
NATIVE MATERIAL SUBJECT
TO ENGINEER APPROVAL AT
TIME OF PLACEMENT. PLACE
PER SPECIFICATION
7-09.3(10)
TRENCH PAY WIDTH
OD + 48" MAX
6" MIN.
INCLUDED IN
UNIT COST
FOR PIPE ITEM
0.33' HMA CL 3/8" PG64H-28
12" FINISH SAWCUT
PRIOR TO TRENCH
PATCHING, TYP.
INITIAL SAW CUT FOR
TRENCHING, TYP.
SURFACING RESTORATION LIMITS PER PLANS
0.17' CSTC
0.75' CSBC
KSAFETY BOLLARD DETAIL
CONCRETE DOME TOP
GALVANIZED STEEL
PAINTED BLACK AND
FILLED WITH CONCRETE 3.50'
2.50'
0.50'
CONCRETE
0.33'
GENERAL SECTION NOTES
1.UNDERGROUND UTILITIES NOT SHOWN IN SECTION VIEW FOR CLARITY.
2.AN ASPHALT TACK COAT SHALL BE PLACED BETWEEN EACH PAVING LIFT AND
ALL PAVING JOINTS. CONTRACTOR SHALL NOT TRACK DIRT ON TACK. PAVING
MAY NOT BEGIN UNTIL TACK HAS FULLY BROKEN AND CONTRACTOR SHALL
ALLOW SUFFICIENT TIME AND ACCOUNT FOR WEATHER CONDITIONS WHEN
PLANNING PAVING.
3.ALL DISTANCES AND SLOPES ARE TYPICAL UNLESS SHOWN OTHERWISE. SEE
PLAN VIEW FOR TAPERS, WIDENING, INTERSECTION AREAS, ETC. ESSENTIAL
LINEWORK WILL BE PROVIDED ON REQUEST IN AUTOCAD FORMAT FOR
SURVEYING PURPOSES.
4.EXPANSION JOINTS SHALL BE INSTALLED PER WSDOT STANDARD PLAN F-30.10.
ALL EXPANSION JOINTS SHALL BE FULL DEPTH ON ALL SIDES OF THE EXPANSION
JOINT MATERIAL.
5.SIDEWALK SHOWN WITH 2% MAX SLOPE. SIDEWALK MUST MEET ADA 2%
STANDARD MAX CROSS SLOPE AND DRAIN WITH MIN. 1% OUT TO CURB.
6.CRUSHED SURFACING BASE COURSE SHALL BE COMPACTED IN MAX 0.35' DEEP
LIFTS.
7.HMA SHALL BE COMPACTED IN MAX 0.30' LIFTS FOR WEARING COURSE, AND MAX
0.35' LIFTS FOR ALL OTHER COURSES.
GTYPICAL BIKE LANE SECTION
BIKE LANE WIDTH VARIES
SEE CURB RAMP SHEETS
0.17' CRUSHED SURFACING
TOP COURSE
0.50' CRUSHED SURFACING
BASE COURSE. SEE NOTE 6.
ROADWAY SURFACING
PER ROADWAY SECTIONSCEMENT CONCRETE
SIDEWALK PER PLANS
DEPRESSED CURB AND GUTTER PER
WSDOT STD. PLAN F-10.12. CURB FLUSH
WITH GUTTER PAN.
CEMENT CONCRETE
PEDESTRIAN CURB PER
WSDOT STD. PLAN F-10.12
0.50' CEMENT CONCRETE
BIKE LANE
HNE QUADRANT BIKE LANE SECTION
BIKE LANE WIDTH VARIES
SEE CURB RAMP SHEETS
0.17' CRUSHED SURFACING
TOP COURSE
0.50' CRUSHED SURFACING
BASE COURSE. SEE NOTE 6.
CEMENT CONCRETE CURB
RAMP PER PLANS
DEPRESSED CURB AND GUTTER
PER WSDOT STD. PLAN F-10.12.
CURB FLUSH WITH GUTTER PAN.CEMENT CONCRETE PEDESTRIAN
CURB PER WSDOT STD. PLAN
F-10.12, TYP.ROADWAY SURFACING
PER ROADWAY SECTIONS
0.50' CEMENT CONCRETE
BIKE LANE CITY OF EAST WENATCHEE9TH STREET NE AND VALLEY MALLPARKWAY INTERSECTION IMPROVEMENTSJKKERHFeb 24, 2023Feb 24, 2023EW20-00249VMP-D-SEC.DWGSHOWN
S01 3 50
DWG NO.:DATEDESCRIPTIONREVISIONSBYREVIEWENGINEER:SAVE DATE:REVIEWED:PLOT DATE:CLIENT:FILENAME:SHEET NO.:JOB NO.:NO.0"1"2"
DRAWING IS FULL SCALE WHEN
BAR MEASURES 2"
SCALE:ROADWAY SECTIONSCONSTRUCTION REVISION 3 CHANGED THE
ASPHALT GRIND AND OVERLAY TO A FULL-DEPTH
ASPHALT REPAVE.310/14/2022CONSTRUCTION REVISION 3 - CHANGE ORDER 1 REPAVEKSOERH502/24/2023CONSTRUCTION REVISION 5 - CHANGE ORDER 2 TRAILKSOERHCONSTRUCTION REVISION 5 CHANGED THE
ASPHALT TRAIL TO CEMENT CONCRETE IN CITY
ROW, DELETED THE TRAFFIC CURB AT THE TRAIL
EDGE, AND DELETED THE CROSSWALK BARS
ALONG THE TRAIL.
E
CL
PROPOSED SECTION
10.5'
DRIVING LANE
10.5'
LEFT TURN LANE
10.0'
DRIVING LANE
5.0'
BIKE LANE
MATCH EXISTING
80.0' ROW
10.5'
DRIVING LANE
10.0'
DRIVING LANE
5.0'
BIKE LANE
MATCH EXISTING
EXISTING CURB, GUTTER
AND SIDEWALK, TYP
0.33' HMA CL. 3/8" PG64H-28
0.17' CRUSHED SURFACING TOP COURSE
REMOVE ASPHALT ALONG FACE OF EXISTING
GUTTER PAN WITHOUT DAMAGING CURB (TYP)
CL
APPROX. EXISTING CROWN
(ALIGNMENT A)
ROADWAY PREPARATION AND PAVING DETAIL
APPROX. STA 10+64A TO STA 12+95A
11.5' PAVE 11.0' PAVE 11.5' PAVE11.5' PAVE11.3' PAVE
EXISTING EOPPAVE: TO EGPROPOSED CROWNPAVE: TO EG + 2.0"PROPOSED EOPPAVE: TO DESIGN PROFILEDRIVEWAY WIDTH PER DWG C01-C04
SLOPE PER '9TH ST TRAIL SOUTH PROFILE'
AND 'VALLEY MALL PARKWAY NW EOP
PROFILE' ON DWG C01
PLANTER STRIP PER
DWG LS01 (TYP)
3.0'2.5 2.5
CURB AND GUTTER
TRANSITION
CURB AND GUTTER
TRANSITIONTYPICAL DRIVEWAY DETAIL
DRIVEWAY MATERIALS:
0.5' CL. 4000 CONCRETE
0.17' CRUSHED SURFACING TOP COURSE
0.17' CRUSHED SURFACING BASE COURSE
DRIVEWAY MATCH MATERIALS:
0.33' COMMERCIAL HMA
0.17' CRUSHED SURFACING TOP COURSE
SIDEWALK PER SECTION VIEW
CURB AND GUTTER
TRANSITION
CEMENT CONC.
TRAFFIC CURB AND
GUTTER (TYP)
TYPICAL DRIVEWAY DETAIL
ISOMETRIC
GENERAL SECTION NOTES
1.UNDERGROUND UTILITIES NOT SHOWN IN SECTION VIEW FOR CLARITY.
2.AN ASPHALT TACK COAT SHALL BE PLACED BETWEEN EACH PAVING LIFT AND
ALL PAVING JOINTS. CONTRACTOR SHALL NOT TRACK DIRT ON TACK. PAVING
MAY NOT BEGIN UNTIL TACK HAS FULLY BROKEN AND CONTRACTOR SHALL
ALLOW SUFFICIENT TIME AND ACCOUNT FOR WEATHER CONDITIONS WHEN
PLANNING PAVING.
3.ALL DISTANCES AND SLOPES ARE TYPICAL UNLESS SHOWN OTHERWISE. SEE
PLAN VIEW FOR TAPERS, WIDENING, INTERSECTION AREAS, ETC. ESSENTIAL
LINEWORK WILL BE PROVIDED ON REQUEST IN AUTOCAD FORMAT FOR
SURVEYING PURPOSES.
4.EXPANSION JOINTS SHALL BE INSTALLED PER WSDOT STANDARD PLAN F-30.10.
ALL EXPANSION JOINTS SHALL BE FULL DEPTH ON ALL SIDES OF THE EXPANSION
JOINT MATERIAL.
5.SIDEWALK SHOWN WITH 2% MAX SLOPE. SIDEWALK MUST MEET ADA 2%
STANDARD MAX CROSS SLOPE AND DRAIN WITH MIN. 1% OUT TO CURB.
6.CRUSHED SURFACING BASE COURSE SHALL BE COMPACTED IN MAX 0.35' DEEP
LIFTS.
7.HMA SHALL BE COMPACTED IN MAX 0.30' LIFTS FOR WEARING COURSE, AND MAX
0.35' LIFTS FOR ALL OTHER COURSES.
CL
L
203
PROPOSED SECTION - 9TH ST NE WITHIN WSDOT ROW
APPROX.
1%
11.3'
LEFT/RIGHT TURN LANE
11.0'
LEFT TURN LANE8.5'
TRAIL
1.5%
2.0' ROADWAY DIVIDER
11.0'
LEFT TURN LANE
11.0'
DRIVING LANE
APPROX. 11.5'
DRIVING LANE
APPROX.
1%
80.0' ROW
APPROX.
1.0'
3.5'
PROPOSED CROWN, NORTH OF EXISTING
CROWN PER ROADWAY PLANS &
PREPARATION DETAIL, DWG S02
APPROX. EXISTING CROWN
(ALIGNMENT A)
PLANTING STRIP
PER DWG LS01
CEMENT
CONC.
TRAFFIC CURB
AND GUTTER
0.17' CRUSHED SURFACING
TOP COURSE
0.17' CRUSHED SURFACING
BASE COURSE
DUAL-FACED CEMENT CONCRETE
TRAFFIC CURB PER WSDOT
STANDARD PLAN F-10.12. 12" FROM
FACE OF CURB TO FACE OF CURB.
PAINTED YELLOW.
0.5' CRUSHED SURFACING
BASE COURSE
EXISTING CURB,
GUTTER AND
SIDEWALK
DECORATIVE
BOLLARD
WITH CHAIN
FENCE
0.50' HMA CL. 3/8" PG64H-28, TYP.0.17' COMMERCIAL HMA
CITY OF EAST WENATCHEE9TH STREET NE AND VALLEY MALLPARKWAY INTERSECTION IMPROVEMENTSKSOERHFeb 24, 2023Feb 24, 2023EW20-00249VMP-D-SEC.DWGSHOWN
S02 4 50
DWG NO.:DATEDESCRIPTIONREVISIONSBYREVIEWENGINEER:SAVE DATE:REVIEWED:PLOT DATE:CLIENT:FILENAME:SHEET NO.:JOB NO.:NO.0"1"2"
DRAWING IS FULL SCALE WHEN
BAR MEASURES 2"
SCALE:310/14/2022CONSTRUCTION REVISION 3 - CHANGE ORDER 1 REPAVEKSOERH502/24/2023CONSTRUCTION REVISION 5 - CHANGE ORDER 2 TRAILKSOERHROADWAY SECTIONS 2CONSTRUCTION REVISION 3 CHANGED THE
ASPHALT GRIND AND OVERLAY TO A FULL-DEPTH
ASPHALT REPAVE.
CONSTRUCTION REVISION 5 CHANGED THE
ASPHALT TRAIL TO CEMENT CONCRETE IN CITY
ROW, DELETED THE TRAFFIC CURB AT THE TRAIL
EDGE, AND DELETED THE CROSSWALK BARS
ALONG THE TRAIL.
6736746
7
1 67267066967
0 67167267300A1000A1100A1200D232
00D233 00NW000NW100NW200G
0
00G100
F
0
00F19TH ST NE
SR 28B
10.0'
10.0'
8.5'
J
APPROX. STA. 231+82.8D, 58.6' R,
DETECTABLE WARNING SURFACE
238.0'238.0'
APPROX. STA. 10+53.4A, 55.2' L,
START DECORATIVE BOLLARD
WITH CHAIN
APPROX. STA.
11+49.9A, 39.6' L,
END DECORATIVE
BOLLARD WITH CHAIN
APPROX. STA. 11+77.1A, 39.5' L,
START DECORATIVE BOLLARD WITH
CHAIN
APPROX. STA.
11+87.1A, 39.5' L,
END DECORATIVE
BOLLARD WITH CHAIN
APPROX. STA 11+63.0A, 27.5' L,
DRIVEWAY TYPE 4 - WIDTH = 29.0'
APPROX. STA 12+01.3A, 27.5' L,
DRIVEWAY TYPE 4 - WIDTH = 29.0'
APPROX. STA. 231+66.1D, 30.5' L,
CEMENT CONC. CURB RAMP TYPE
PERPENDICULAR A
BULL NOSE TAPER, TYP
BOTH ENDS
APPROX. STA. 232+21.1D, 36.7' L,
START ASPHALT PAVING
APPROX. STA. 232+63.9D, 49.9' L,
START ASPHALT PAVING
9TH STREET CENTERLINE 3.7' OFFSET LEFT. SEE
PROFILE FOR PROPOSED CROWN .C02 MATCH LINE STA 12+05AC02 MATCH LINE STA 12+05AAPPROX. STA. 10+51.3A, 27.0' L,
TRANSITION FROM CEMENT CONCRETE
TRAFFIC CURB AND GUTTER TO EAST TO
CEMENT CONCRETE MOUNTABLE 3" HIGH
ROLLED CURB AND GUTTER PER WSDOT
STANDARD PLAN F-10.18 TO WEST
12.0'
CEMENT CONC.
PEDESTRIAN CURB
4" ROCK MULCH. ROCK MULCH
SHALL BE CRUSHED GRANITE.
ROCK MULCH SHALL BE A
CLEAN WASHED ROCK WITH
NO MORE THAN 1% FINES
RANGING FROM 2" TO 6"
L
APPROX. STA. 11+22.7A, 31.1' L,
TRANSITION TRAIL FROM
ASPHALT TO CEMENT CONCRETE
9TH ST TRAIL SOUTH PROFILE
660'
670'
680'
690'
660'
670'
680'
690'
0+00F 0+70F
PVI STA:0+35.32
PVI ELEV:669.96
K:27.12
LVC:25.00
BVCS: 0+22.82BVCE: 669.65EVCS: 0+47.82EVCE: 670.142.42%
1.50%PVI STA = 0+13.88PVI ELEV = 669.44PVI STA = 0+56.65PVI ELEV = 670.28LEGEND
EG AT EOP
EG AT EDGE OF TRAIL
EOP DESIGN PROFILE
EDGE OF TRAIL DESIGN PROFILE
EAST OF DESIGN PROFILE,
MATCH EXISTING GRADE AT
NORTH TRAIL EDGE AND
SLOPE 1.5 PERCENT DOWN
TO SOUTH TRAIL EDGE
VALLEY MALL PARKWAY NW EOP PROFILE
660'
670'
680'
690'
660'
670'
680'
690'
0+00NW 1+00NW 2+00NW 3+00NWEOP FG=668.31EOP FG=670.17EOP FG=673.49EOP FG=677.640.85%
3.14%
1.80%
3.33%
3.84%
4.42%
4.45%PVI STA = 0+00.00PVI ELEV = 668.31PVI STA:0+56.73
PVI ELEV:669.80
K:8.07
LVC:20.00
BVCS: 0+46.73BVCE: 669.47EVCS: 0+66.73EVCE: 669.88PVI STA:0+10.55
PVI ELEV:668.64
K:3.73
LVC:5.00
BVCS: 0+08.05
BVCE: 668.57
EVCS: 0+13.05
EVCE: 668.69
PVI STA:3+00.00
PVI ELEV:677.67
K:4.25
LVC:10.00
BVCS: 2+95.00
BVCE: 677.48
EVCS: 3+05.00
EVCE: 677.75
PVI STA:2+55.72
PVI ELEV:675.97
K:32.89
LVC:20.00
BVCS: 2+45.72BVCE: 675.53EVCS: 2+65.72EVCE: 676.36PVI STA:1+30.59
PVI ELEV:670.42
K:14.00
LVC:50.00
BVCS: 1+05.59BVCE: 670.21EVCS: 1+55.59EVCE: 671.53PVI STA:0+35.66
PVI ELEV:669.10
K:6.58
LVC:10.00
BVCS: 0+30.66
BVCE: 669.01
EVCS: 0+40.66
EVCE: 669.26
PVI STA:1+91.43
PVI ELEV:673.11
K:673.89
LVC:20.00
BVCS: 1+81.43BVCE: 672.67EVCS: 2+01.43EVCE: 673.56SEE DWG R01 FOR
PROFILE
CONTINUATION
WEST OF DESIGN PROFILE,
GRADE PER ADA RAMP
ELEVATIONS TABLE, DWG
R03 PROP.DRIVEWAYPROP.DRIVEWAYPROP.DRIVEWAYPROP.DRIVEWAYPROP.DRIVEWAYPROP.DRIVEWAY1)EOP ELEVATIONS REFERENCED IN THE PROFILE VIEWS
REPRESENT THE ASPHALT ELEVATION AT THE EDGE OF
PAVEMENT. ELEVATIONS ARE PROJECTED THROUGH
INTERSECTIONS.
2)ALL DRIVEWAY WIDTHS GIVEN SHALL BE MEASURED
SYMMETRICALLY ABOUT STATION GIVEN IN THE CALLOUT AND
MEASURED AT FACE OF CURB.
3)SEE DWGS R01-R03 FOR CURB RAMP GEOMETRY,
ELEVATIONS, AND DESIGN PROFILES.
4)STAMPED AND COLORED CONCRETE SHALL MATCH EXISTING
PATTERNED CONCRETE AT EASTMONT GATEWAY PARK USING
BRICKFORM SOLOMON IC 417 BRICK RED, BRICKFORM BRICK
RED CH, BRICKFORM MEDIUM GRAY RA 200. STAMP PATTERN
BRICKFORM - RUNNING BOND NEW BRICK OR APPROVED
EQUAL.
GENERAL NOTES
VALLEY MALLPKWY9TH ST NESR28COLUMBIARIVERN ALVIN CTFRENCH STN BAKER AVECITY OF EAST WENATCHEE9TH STREET NE AND VALLEY MALLPARKWAY INTERSECTION IMPROVEMENTSVICINITY MAP
JKKERHJan 24, 2023Feb 24, 2023EW20-00249VMP-P-CIV.DWGSHOWN
C01 9 50
DWG NO.:DATEDESCRIPTIONREVISIONSBYREVIEWENGINEER:SAVE DATE:REVIEWED:PLOT DATE:CLIENT:FILENAME:SHEET NO.:JOB NO.:NO.0"1"2"
DRAWING IS FULL SCALE WHEN
BAR MEASURES 2"
SCALE:ROADWAY PLAN AND PROFILE 1PLAN VIEW
CONSTRUCTION REVISION 3
CHANGED THE ASPHALT GRIND
AND OVERLAY TO A FULL-DEPTH
ASPHALT REPAVE
310/14/2022CONSTRUCTION REVISION 3 - CHANGE ORDER 1 REPAVEKSOERH501/24/2023CONSTRUCTION REVISION 5 - CHANGE ORDER 2 TRAILKSOERHCONSTRUCTION REVISION 5 CHANGED
THE ASPHALT TRAIL TO CEMENT
CONCRETE IN CITY ROW, DELETED THE
TRAFFIC CURB AT THE TRAIL EDGE, AND
DELETED THE CROSSWALK BARS ALONG
THE TRAIL.
6806796816
8
26756766776
7
8
678678679
679
6786
8
3
6
8
3682 683682675674676677CB-02
MH-01
CB-01
00A1300A1400A1500A1600B000C0
00C1
00NE0
93NE000NW379NW3
00SE093SE0
00SW098SW0 0'100'122'0'25'EX MH 15097
00G269G271F200F2CB-02
9TH ST NEVALLEY MALL PKWYA
C
APPROX. STA. 12+16.3A, 39.5' L,
START DECORATIVE BOLLARD WITH CHAIN
APPROX. STA. 12+55.9A, 39.5' L,
END DECORATIVE BOLLARD WITH CHAIN
APPROX. STA. 12+85.5A, 39.5' L,
START DECORATIVE BOLLARD WITH CHAIN
APPROX. STA. 12+95.5A, 39.5' L,
END DECORATIVE BOLLARD WITH CHAIN
APPROX. STA 12+70.5A, 27.5' L,
DRIVEWAY TYPE 4 WIDTH = 29.0'
APPROX. STA. 14+68.8A, 0.0' R,
END ASPHALT PAVING
F
E
15.0'
APPROX. STA. 15+02.8A, 31.6' L,
REPLACE DRIVEWAY WITH TYPE 2
DRIVEWAY PER WSDOT STANDARD PLAN
F-80.10 (BY OTHERS)
4.0'
RESTORE SIDEWALK, CURB AND GUTTER,
AND PAVEMENT REMOVED FOR WATER
SERVICE CONNECTION (BY OTHERS)
4.0'C01 MATCH LINE STA 12+05AC01 MATCH LINE STA 12+05AC03 MATCH LINE STA 0+91B
C02 MATCH LINE STA 0+91B
C03 MATCH LINE STA 0+91B
C02 MATCH LINE STA 0+91B
C03 MATCH LINE STA 0+99C
C02 MATCH LINE STA 0+99C
C03 MATCH LINE STA 0+99C
C02 MATCH LINE STA 0+99C
G
H
EX MH 15097 TO CB-02 PROFILE
660'
670'
680'
690'
700'
660'
670'
680'
690'
700'
0 LF 100 LF 120 LF
MH-01 TO CB-01 PROFILE
660'
670'
680'
690'
700'
660'
670'
680'
690'
700'
0 LF 25 LF
EX MH 15097
STA 13+36.4, 18.5' L,
RE = 679.34'
IE (E) = 675.46'
IE (NW) = 667.76'
IE (SE) = 667.86'
IE (E) = 673.00'
APPROX. 65'
OF 24" CORRUGATED
HDPE @ 5.64%
APPROX. 52'
OF 8" CORRUGATED
HDPE @ 3.35%
MH-01
STA 14+01.0, 17.8' L,
PROVIDE: (1) - WSDOT
MANHOLE TYPE 2
RE = 682.18'
IE (W) = 676.37'
IE (SE) = 679.17'
IE (NE) = 679.17'
IE (NE) = 678.37'
CB-02
STA 14+22.3, 30.0' R,
PROVIDE: (1) - WSDOT
CATCH BASIN TYPE 1
RE = 683.43'
IE (NW) = 680.79'MH-01CB-01
STA 14+16.3, 30.0' L,
PROVIDE: (1) - WSDOT
CATCH BASIN TYPE 1
RE = 682.88'
IE (SW) = 680.07'
EX.
EX.
EX.
REMOVE PIPE AND PLUG AT STRUCTURE
APPROX. 15'
OF 8" CORRUGATED
HDPE @ 5.91%
LEGEND
FG ABOVE PIPE
EG ABOVE PIPE
EX.
9TH ST NE NEW CROWN PROFILE
660'
670'
680'
690'
660'
670'
680'
690'
10+50 11+00 12+00 13+00CL FG=670.21CL FG=670.50CL FG=670.60CL FG=670.86CL FG=671.61CL FG=672.62CL FG=673.76CL FG=674.91CL FG=675.94CL FG=677.03CL FG=678.09LEGEND
EG+0.17' (FG) AT PROPOSED CROWN
EG AT PROPOSED CROWN
STA:12+94.90A
TRANSITION TO MEET
EXISTING CROWN TO EAST
STA:10+64.00A
TRANSITION TO MEET
EXISTING CROWN TO WEST
1)EOP ELEVATIONS REFERENCED IN THE PROFILE VIEWS
REPRESENT THE ASPHALT ELEVATION AT THE EDGE OF
PAVEMENT. ELEVATIONS ARE PROJECTED THROUGH
INTERSECTIONS.
2)ALL DRIVEWAY WIDTHS GIVEN SHALL BE MEASURED
SYMMETRICALLY ABOUT STATION GIVEN IN THE CALLOUT AND
MEASURED AT FACE OF CURB.
3)SEE DWGS R01-R03 FOR CURB RAMP GEOMETRY,
ELEVATIONS, AND DESIGN PROFILES.
4)STAMPED AND COLORED CONCRETE SHALL MATCH EXISTING
PATTERNED CONCRETE AT EASTMONT GATEWAY PARK USING
BRICKFORM SOLOMON IC 417 BRICK RED, BRICKFORM BRICK
RED CH, BRICKFORM MEDIUM GRAY RA 200. STAMP PATTERN
BRICKFORM - RUNNING BOND NEW BRICK OR APPROVED
EQUAL.
GENERAL NOTES
VALLEY MALLPKWY9TH ST NESR28COLUMBIARIVERN ALVIN CTFRENCH STN BAKER AVECITY OF EAST WENATCHEE9TH STREET NE AND VALLEY MALLPARKWAY INTERSECTION IMPROVEMENTSVICINITY MAP
JKKERHJan 24, 2023Feb 24, 2023EW20-00249VMP-P-CIV.DWGSHOWN
C02 10 50
DWG NO.:DATEDESCRIPTIONREVISIONSBYREVIEWENGINEER:SAVE DATE:REVIEWED:PLOT DATE:CLIENT:FILENAME:SHEET NO.:JOB NO.:NO.0"1"2"
DRAWING IS FULL SCALE WHEN
BAR MEASURES 2"
SCALE:ROADWAY PLAN AND PROFILE 2PLAN VIEW
310/14/2022CONSTRUCTION REVISION 3 - CHANGE ORDER 1 REPAVEKSOERHCONSTRUCTION REVISION 3
CHANGED THE ASPHALT GRIND
AND OVERLAY TO A FULL-DEPTH
ASPHALT REPAVE
REVISED PEDESTRIAN CURB AND RAMP
410/20/2022CONSTRUCTION REVISION 4KSOERHCONSTRUCTION REVISION 5 CHANGED
THE ASPHALT TRAIL TO CEMENT
CONCRETE IN CITY ROW, DELETED
THE TRAFFIC CURB AT THE TRAIL
EDGE, AND DELETED THE
CROSSWALK BARS ALONG THE TRAIL.501/24/2023CONSTRUCTION REVISION 5 - CHANGE ORDER 2 TRAILKSOERH
680
679
681
682677
678678
678
679679678
683683682
683
682
676
677
00A13
00A1400B0 00B100B200B300C000C100NE093NE0
00NW3
79NW300SE093SE000SW098SW0 0'100'
122'
0'
2
5
'
69G271F
2
MH-01
CB-01
VALLEY MALL PKWY
APPROX. STA. 13+26.6A, 41.9' L,
CEMENT CONCRETE CURB RAMP
TYPE PARALLEL A
APPROX. STA. 13+06.7A, 27.9' L,
CEMENT CONCRETE CURB RAMP
TYPE PARALLEL A
APPROX. STA. 13+02.3A, 32.3' R,
SAFETY BOLLARD
APPROX. STA. 13+07.3A, 31.4' R,
CEMENT CONCRETE CURB RAMP
TYPE PERPENDICULAR B
APPROX. STA.
13+93.9A, 38.0' R,
SAFETY BOLLARD
APPROX. STA. 13+90.3A, 55.3' R,
SAFETY BOLLARD
APPROX. STA. 13+87.9A, 50.2' R,
CEMENT CONCRETE CURB RAMP
TYPE PERPENDICULAR B
APPROX. STA. 14+01.9A, 30.0' R,
CEMENT CONCRETE CURB RAMP
TYPE PERPENDICULAR B
APPROX. STA. 13+89.4A, 32.4' L,
CEMENT CONCRETE CURB RAMP
TYPE COMBINATION
APPROX. STA. 13+81.4A, 39.8' L,
CEMENT CONCRETE CURB RAMP
TYPE COMBINATION
APPROX. STA. 13+54.9A, 138.2' L,
END ASPHALT PAVING
APPROX. STA. 13+60.3A, 86.9' R,
END ASPHALT PAVING
K C03 MATCH LINE STA 0+91BC02 MATCH LINE STA 0+91BC03 MATCH LINE STA 0+91BC02 MATCH LINE STA 0+91BC03 MATCH LINE STA 0+99CC02 MATCH LINE STA 0+99CC03 MATCH LINE STA 0+99CC02 MATCH LINE STA 0+99CAPPROX. STA. 13+20.1A, 42.2' R,
SAFETY BOLLARD
APPROX. STA. 13+27.3A, 55.3' R,
CEMENT CONCRETE CURB RAMP
TYPE PERPENDICULAR B
1)EOP ELEVATIONS REFERENCED IN THE PROFILE VIEWS
REPRESENT THE ASPHALT ELEVATION AT THE EDGE OF
PAVEMENT. ELEVATIONS ARE PROJECTED THROUGH
INTERSECTIONS.
2)ALL DRIVEWAY WIDTHS GIVEN SHALL BE MEASURED
SYMMETRICALLY ABOUT STATION GIVEN IN THE CALLOUT AND
MEASURED AT FACE OF CURB.
3)SEE DWGS R01-R03 FOR CURB RAMP GEOMETRY,
ELEVATIONS, AND DESIGN PROFILES.
4)STAMPED AND COLORED CONCRETE SHALL MATCH EXISTING
PATTERNED CONCRETE AT EASTMONT GATEWAY PARK USING
BRICKFORM SOLOMON IC 417 BRICK RED, BRICKFORM BRICK
RED CH, BRICKFORM MEDIUM GRAY RA 200. STAMP PATTERN
BRICKFORM - RUNNING BOND NEW BRICK OR APPROVED
EQUAL.
GENERAL NOTES
VALLEY MALLPKWY9TH ST NESR28COLUMBIARIVERN ALVIN CTFRENCH STN BAKER AVECITY OF EAST WENATCHEE9TH STREET NE AND VALLEY MALLPARKWAY INTERSECTION IMPROVEMENTSVICINITY MAP
KSOERHJan 24, 2023Feb 24, 2023EW20-00249VMP-P-CIV.DWGSHOWN
C03 11 50
DWG NO.:DATEDESCRIPTIONREVISIONSBYREVIEWENGINEER:SAVE DATE:REVIEWED:PLOT DATE:CLIENT:FILENAME:SHEET NO.:JOB NO.:NO.0"1"2"
DRAWING IS FULL SCALE WHEN
BAR MEASURES 2"
SCALE:ROADWAY PLAN AND PROFILE 3PLAN VIEW
210/12/2022CONSTRUCTION REVISION 2KSOERHREVISED PEDESTRIAN CURB AND RAMP
310/14/2022CONSTRUCTION REVISION 3 - CHANGE ORDER 1 REPAVEKSOERHCONSTRUCTION REVISION 3
CHANGED THE ASPHALT GRIND
AND OVERLAY TO A FULL-DEPTH
ASPHALT REPAVE
410/20/2022CONSTRUCTION REVISION 4KSOERH501/24/2023CONSTRUCTION REVISION 5 - CHANGE ORDER 2 TRAILKSOERHCONSTRUCTION REVISION 5 CHANGED
THE ASPHALT TRAIL TO CEMENT
CONCRETE IN CITY ROW, DELETED THE
TRAFFIC CURB AT THE TRAIL EDGE,
AND DELETED THE CROSSWALK BARS
ALONG THE TRAIL.