Attachment C - Memaloose-Rest-Area-Improvments-Plans.pdf

PLANS FOR PROPOSED PROJECT

STATE OF OREGON

TRAVEL INFORMATION COUNCIL

THE MEMALOOSE EASTBOUND AND WESTBOUND

REST AREA PAVING MAINTENANCE IMPROVEMENTS

I-84

WASCO COUNTY

FEBRUARY 2025

PROJECT SITE

I-84 (WESTBOUND) MP: 73.3

Vertical Datum:

North American Vertical Datum of 1988 (navd88) based on static observations processed through OPUS.

Horizontal Datum (Basis of Bearings):

This survey utilizes a Low Distortion Projection (LDP) which is relative to the Oregon Coordinate Reference System (OCRS) of 1983 (2011), with respect to the local latitude and ground elevation. The LDP coordinates define true ground distances.

bearings based on Oregon Coordinate Reference System Portland Zone North American Datum of NAD83/2011 (epoch 2010.0000) units in international feet based on static observations processed through opus.

ORS 92.044

This Design Complies With ORS 92.044 (7) In That No Utility Infrastructure Is Designed To Be Within One Foot Of A Survey Monument Location Shown On A Subdivision Or Partition Plat.

No Design Modification Nor Final Field Location Change Shall Be Permitted If It Would Cause Any Utility Infrastructure To Be Placed Within The Prohibited Area.

Project Contacts

Oregon Travel Information Heather Peck Rest Area Program Administrator

(503) 373-0090 Heather.PECK@tic.oregon.gov 1500 Liberty St. SE, Suite 150 Salem, OR 97302

Kittelson and Associates, Inc.

Jamestaun Kraupp, PE Engineer 503-228-5230 jkraupp@kittelson.com 851 SW 6th Ave, Suite 600 Portland, Oregon 97204

NV5

Jeff Tucker, P.E., G.E.

Principal Engineer 503-726-3114 Jeff.Tucker@nv5.com 9450 SW Commerce Circle, Suite 300 Wilsonville, OR 97070

S&F Land Services Arrin Oishi, PLS 503-345-0328 arrin.oishi@sflands.com 4905 SW Scholls Ferry Rd, Ste A Portland, OR 97225

PSE

Ed Ling, P.E., S.E.

Principal Engineer 971-867-2670 Ed.Ling@psengineers.com 9400 SW Barnes Rd, Ste 100 Portland, OR 97225 LET'S ALL

WORK TOGETHER

TO MAKE THIS

JOB SAFE

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ATTENTION:

Oregon Law Requires You To Follow Rules Adopted

By The Oregon Utility Notification Center.

Those Rules Are Set Forth In OAR 952-001-0001

Through OAR 952-001-0090.

You May Obtain Copies Of The Rules By Calling The Center (Note: The Telephone Number For

The Oregon Utility Notification Center Is

(503) 232-1987).

PROJECT LOCATION

SEC. 32, T. 3 N., R. 12 E., W.M.

WILLAMETTE RIVER

PROJECT SITE

I-84 (EASTBOUND) MP: 72.7

INTERSTATE

COVER SHEET A01

MP: 72.7 - 73.3

U S

CONCRETE, BUILDING STRUCTURES, PLUMBING, ELECTRICAL,

MECHANICAL

RD720 - Curb Line Sidewalks RD722 - Sidewalk Joints RD1010 - Inlet Protection Type 2, 3, 6, 7, 10 And 11

Standard Dwg. Nos.

RD342 - Shallow Manholes RD356 - Manhole Covers and Frames RD362 - Sanitary Cleanout

INDEX OF SHEETS

SHEET NO. DESCRIPTION

A01 Cover Sheet C01-C02 Details D01 Eastbound Site Plan

D04 D05

Westbound Site Plan Detailed Grading Plan Westbound Site

D02 Eastbound Sanitary Plan and Profile D03 Detailed Grading Eastbound Site

THIS IS THE FILENAME LOCATION h:\26\26063 - memaloose & the maples rehabilition\design\_cd-memaloose bldg\CD-Memaloose-cover-26063-BLDG.dwg 2/3/2025 3:38:43 PM JKRAUPP

MEMALOOSE EASTBOUND AND WESTBOUND

REST AREA PAVING MAINTENANCE IMPROVEMENTS

MP: 72.7 - 73.3

I-84

J. KrauppReview:

T. RoosChecker:Drafter:

D. ShadrinDesigner:

SHEET NO.

WASCO COUNTY

# DATE REVISION APP'D

M a r c h 1 3 , 2 0 19J A M E S T A U N B . K R A UP P

89833PE

EXPIRES: 06/30/25

OREGON

ENGINEER

RE

GIS

TERED PROFESSIONAL

D. Shadrin

E01 E02 E03 E04 E05 E06 E07 E08

E10 E11 E12

TC01 Staging Plan - Eastbound

Code Analysis & Life Safety Plan Building Site Plan Building Demo Plan Building Floor Plan & Schedules Roof Plan Exterior Elevations Interior Elevations (Men's)

Structural General Notes Foundation Plan Floor Plan Roof Framing Plan

Interior Elevations (Women's) Wall & Roof Assemblies & SchedulesE09

Building Section & Structural Details E13 E14

Typical CMU DetailsE15 Structural DetailsE16

TC02 Staging Plan - Westbound

THIS IS THE FILENAME LOCATION h:\26\26063 - memaloose & the maples rehabilition\design\_cd-memaloose bldg\CD-Memaloose-details-26063-BLDG.dwg 1/31/2025 2:19:55 PM JKRAUPP

MEMALOOSE EASTBOUND AND WESTBOUND

REST AREA PAVING MAINTENANCE IMPROVEMENTS

MP: 72.7 - 73.3

I-84

J. KrauppReview:

T. RoosChecker:Drafter:

D. ShadrinDesigner:

SHEET NO.

WASCO COUNTY

# DATE REVISION APP'D

M a r c h 1 3 , 2 0 19J A M E S T A U N B . K R A UP P

89833PE

EXPIRES: 06/30/25

OREGON

ENGINEER

RE

GIS

TERED PROFESSIONAL

D. Shadrin

DETAILS C01

jkraupp Text Box 02.03.2025 jkraupp Image

THIS IS THE FILENAME LOCATION h:\26\26063 - memaloose & the maples rehabilition\design\_cd-memaloose bldg\CD-Memaloose-details-26063-BLDG.dwg 1/31/2025 2:20:01 PM JKRAUPP

MEMALOOSE EASTBOUND AND WESTBOUND

REST AREA PAVING MAINTENANCE IMPROVEMENTS

MP: 72.7 - 73.3

I-84

J. KrauppReview:

T. RoosChecker:Drafter:

D. ShadrinDesigner:

SHEET NO.

WASCO COUNTY

# DATE REVISION APP'D

M a r c h 1 3 , 2 0 19J A M E S T A U N B . K R A UP P

89833PE

EXPIRES: 06/30/25

OREGON

ENGINEER

RE

GIS

TERED PROFESSIONAL

D. Shadrin

DETAILS C02

jkraupp Text Box 02.03.2025

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

D

THIS IS THE FILENAME LOCATION h:\26\26063 - memaloose & the maples rehabilition\design\_cd-memaloose bldg\CD-Memaloose-site-plan-26063-BLDG.dwg 1/31/2025 2:22:30 PM DSHADRIN

MEMALOOSE EASTBOUND AND WESTBOUND

REST AREA PAVING MAINTENANCE IMPROVEMENTS

MP: 72.7 - 73.3

I-84

J. KrauppReview:

T. RoosChecker:Drafter:

D. ShadrinDesigner:

SHEET NO.

WASCO COUNTY

# DATE REVISION APP'D

M a r c h 1 3 , 2 0 19J A M E S T A U N B . K R A UP P

89833PE

EXPIRES: 06/30/25

OREGON

ENGINEER

RE

GIS

TERED PROFESSIONAL

D. Shadrin

EASTBOUND REST AREA SITE PLAN D01

CONSTRUCTION NOTES

Building Renovation Limits See E Series Sheets For More Information

0 52.55

Scale: 1" = 5'

Remove Existing Retaining Wall and Planter Structure4

Install Standard Sidewalk - 2185 SF See ODOT Standard Drawings RD720 and RD722 on Sheet C022

New 4-Inch PVC Sanitary Sewer Line See Sanitary Sewer Replacement Plans on Sheet D023

Protect and Retain Existing Light and Foundation5

Protect and Maintain Existing Tree6

Protect and Maintain Existing Inlet Install Inlet Protect Per ODOT Standard Drawing RD1010 See Sheet C02 For Details

Protect and Maintain Existing Wall8

Remove Existing Sanitary Sewer Line - ± 137.50 LF9

New Shallow Sanitary Sewer Flat-Top Manhole See Sanitary Sewer Replacement Plans on Sheet D02

11 Proposed Wall, See Structural Plans.

12 New 4-Inch PVC Sanitary Sewer Line.

jkraupp Text Box 02.03.2025

1+00

2+00

3+00

SS

SS

SSSSSSSSSSSSSS D

PI

: 1

+4 4.

PI

: 2

.6

PI:

2+55.

1+40 1+50 2+00 2+50 3+00

59.6 LF - 4"PVC @ 0.0106 27.2 LF - 4"PVC @ 0.0100 25.7 LF - 4"PVC @ 0.0100

IE IN(4"W) = 243.63

IE IN(4"W) = 243.68

IE OUT(6"E) = 243.51

Extg. 48" MH STA: 2+93.00, 0.00'Rt.

RIM = 247.43

IE IN(4"W) = 244.87

IE OUT(4"E) = 244.87

IE OUT(4"E) = 244.87

4" CO

STA: 1+42.72 , 0.03'Rt.

RIM = 248.71

EXTG. 4" @ 0.0020

IE IN(4"NW) = 243.71

IE OUT(4"E) = 243.71

4" CO

STA: 2+55.31 , 0.00'

RIM = 247.54

IE IN(4"W) = 244.24

IE IN(4"S) = 244.44

IE IN(4"S) = 244.44

IE OUT(4"E) = 244.24

48" MH Flat Top STA: 2+02.41 , 0.16'Lt.

RIM = 247.35

IE IN(4"W) = 243.97

IE OUT(4"SE) = 243.97

4" CO

STA: 2+29.66 , 0.00'

RIM = 247.22

THIS IS THE FILENAME LOCATION h:\26\26063 - memaloose & the maples rehabilition\design\_cd-memaloose bldg\CD-Memaloose-site-plan-26063-BLDG.dwg 1/31/2025 2:22:44 PM DSHADRIN

MEMALOOSE EASTBOUND AND WESTBOUND

REST AREA PAVING MAINTENANCE IMPROVEMENTS

MP: 72.7 - 73.3

I-84

J. KrauppReview:

T. RoosChecker:Drafter:

D. ShadrinDesigner:

SHEET NO.

WASCO COUNTY

# DATE REVISION APP'D

M a r c h 1 3 , 2 0 19J A M E S T A U N B . K R A UP P

89833PE

EXPIRES: 06/30/25

OREGON

ENGINEER

RE

GIS

TERED PROFESSIONAL

D. Shadrin

EASTBOUND REST AREA SANITARY PLAN D02

SANITARY CONSTRUCTION NOTES

1 STA 1+42.75

Connect to Existing 4-Inch Cast Iron Sanitary Line See ODOT Standard Detail RD362, C01 Install 4" Cleanout, IE=245.66

Scale: 1" = 6'

66 3

3 Remove Existing 4-Inch Cast Iron Sanitary Line ± 137.50 Feet

5 Install 4-Inch PVC Sanitary Line - ±113 Feet See Profile Above for Slopes and Lengths

6 Install Shallow Sanitary Sewer Flat-Top Manhole See Profile for Structure Information See ODOT Standard Detail RD342, Sheet C01

7 STA 2+29.66, IE = ±244.48'

Sanitary Sewer 45° Angle Install 4" Cleanout, IE=244.17 See ODOT Standard Detail RD362, C01

Remove Existing Cleanout8

SANITARY GENERAL NOTES

1. Contractor to Notify OTIC 1 Week in Advance of Restroom Closures.

2. Contractor to Verify Existing Sanitary Line Locations and Notify Engineers of Any Variances.

5 5

Maintain and Protect Existing Cleanout9

2 STA 2+55.31

Connect to Existing 4-Inch Cast Iron Sanitary Line See ODOT Standard Detail RD362, C01 Install 4" Cleanout, IE=244.17

4 Retain and Protect Existing Line Before and After Connection Points of New Sanitary Line

SANITARY SEWER LINE PROFILE

Horz: 1"=6', Vert: 1"=6'

10 Remove Existing Sanitary Connection and Pipe Chase Through Building

11 Contractor To Confirm If Existing Sewer Pipe Need.

If Pipe Is No Longer In Use After Connections Are Completed, Contractor to Cap and Plug In Place.

jkraupp Text Box 02.03.2025

(248.10)

(248.39)

(248.43)

(248.14) (247.79)

(247.87)

(247.26)

(247.71) (247.69)

L8.65'

L7 .7

9'

L10.59'

L8 .0

9'

L15.93'

L1 3.

L12.39'

L6.27'

L2 9.

L43.94' L29.89'

L33.33'

L6.40'

L8.77'

L8.21'

L1 5.

L18.17'

L7 .7

4'

L8.15'L5.81'

L2 9.

(248.10)

SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

L3.75'

L8 .0

1'

(247.25)

(247.22) (247.17) (247.14)

(247.28) (247.26) (247.26)

(247.40)(247.38) (247.35)

(247.50)(247.52)(247.57)

(247.76)

(247.31)(247.38)(247.44)(247.45)(247.56)

(247.53)

(247.61)

(247.67)

(247.73)(247.88)

(247.62)

(247.43)

(247.74)

(247.90)

(247.93)

(248.03)

THIS IS THE FILENAME LOCATION h:\26\26063 - memaloose & the maples rehabilition\design\_cd-memaloose bldg\CD-Memaloose-detailed grading-26063-BLDG.dwg 1/31/2025 2:24:49 PM DSHADRIN

MEMALOOSE EASTBOUND AND WESTBOUND

REST AREA PAVING MAINTENANCE IMPROVEMENTS

MP: 72.7 - 73.3

I-84

J. KrauppReview:

T. RoosChecker:Drafter:

D. ShadrinDesigner:

SHEET NO.

WASCO COUNTY

# DATE REVISION APP'D

M a r c h 1 3 , 2 0 19J A M E S T A U N B . K R A UP P

89833PE

EXPIRES: 06/30/25

OREGON

ENGINEER

RE

GIS

TERED PROFESSIONAL

D. Shadrin

DETAILED GRADING PLAN EASTBOUND SITE D03

SIDEWALK RAMP GENERAL NOTES

LEGEND

Proposed Sidewalk

Line Length

Curve Length

LX.XX'

CX.XX'

1. Contractor shall take all necessary field measurements and otherwise verify all dimensions to meet requirements. Should any error or inconsistency exist, the Contractor shall not proceed with the work affected until reported to the Engineer for clarification or correction.

2. Limited survey has been completed for this project. Dimensions are approximate and shall be verified by the Contractor.

3. All survey and staking necessary for construction shall be provided by the Contractor. The Contractor shall develop and make all detail surveys necessary for layout and construction. Complete all survey staking as needed using information contained in the plans and adjusted as necessary to meet ODOT Standard Details. Additional information or clarification by the Engineer may be available upon request, but is not guaranteed. Surveyed field layout shall be reviewed by the inspector prior to demolition and again prior to concrete placement.

4. Replace curbs, sidewalks, and/or driveway aprons that are damaged as a result of construction operations. Replace full sections to the nearest existing construction joint. Replacement well be considered incidental to the work.

5. Protect freshly poured concrete from vandalism or other damage for a minimum of twenty-four (24) hours or until cured enough to support typical use, whichever is longer. Any concrete damaged by vandalism or other causes shall be replaced at no additional cost.

6. Contractor Will Notify Engineer fourty-eight (48) Hours in advance of Form Work Completion and Pre-Pour of Concrete Walk. Contractor Will Notify Engineer Within fourty-eight (48) Hours of Concrete Walk Completion for Post Ramp Inspection. Engineer to complete ODOT inspection forms.

CONSTRUCTION NOTES

1. Grade within the limits of the proposed sidewalk to match existing elevations along all sawcut lines.

2. All Curb and Gutter shall be installed per ODOT Standard Drawing RD700. E = 6".

3. All Standard Curb shall be installed per ODOT Standard Drawing RD700. E = 6".

4. All Curb Ramps and Sidewalk shall be installed per ODOT Standard Drawing RD720.

0 52.55

Scale: 1" = 5'

Existing Elevation(XX.XX')

Proposed ElevationXX.XX' jkraupp Text Box 02.03.2025

W

W

W

W

W

W

W

W

W

THIS IS THE FILENAME LOCATION h:\26\26063 - memaloose & the maples rehabilition\design\_cd-memaloose bldg\CD-Memaloose-site-plan-26063-BLDG.dwg 1/31/2025 2:27:22 PM DSHADRIN

MEMALOOSE EASTBOUND AND WESTBOUND

REST AREA PAVING MAINTENANCE IMPROVEMENTS

MP: 72.7 - 73.3

I-84

J. KrauppReview:

T. RoosChecker:Drafter:

D. ShadrinDesigner:

SHEET NO.

WASCO COUNTY

# DATE REVISION APP'D

M a r c h 1 3 , 2 0 19J A M E S T A U N B . K R A UP P

89833PE

EXPIRES: 06/30/25

OREGON

ENGINEER

RE

GIS

TERED PROFESSIONAL

D. Shadrin

WESTBOUND REST AREA SITE PLAN D04

CONSTRUCTION NOTES

Scale: 1" = 10'

1010 5

Building Renovation Limits See E Series Sheets For More Information

Install Standard Sidewalk - 1360 SF See ODOT Standard Drawings RD720 and RD722 on Sheet C02 See Detailed Grading Plan Sheet D05

Remove Existing Retaining Wall and Planter Structure

Protect and Retain Existing Light and Foundation

Maintain and Protect Vending Machine and Shed

Install New 2.5-Inch PVC Waterline - ±50 LF Outside Proposed Building Foundation Area and Reconnect.

Remove Existing Waterline After Connections Are Made.

Remove Existing Tree and Root Ball

Maintain and Protect Existing Clean Out. Contractor to Confirm Invert Elevations With Engineer.

Restroom

Tie Into Existing Sewer Line at Clean Out

Install Sanitary Clean out. See ODOT Std. 362, Sht C01

Detail A - Pipe Chase Profile

New Pipe Chase

Existing Pipe Chase

See Detail A to The Left

9 Remove Existing 4-Inch Sanitary Sewer Line - ± 5 LF

Install New Clean Out and Pipe Chase From Building to Existing Clean out. See Detail A Below

RIM = 243.62

IE IN(4"S) = 240.12

IE OUT(4"N) = 240.12

2.0' Proposed Grade

Existing Clean Out

3.5'

11 Proposed Wall, See Structural Plans.

12 New 4-Inch PVC Sanitary Sewer Line.

jkraupp Text Box 02.03.2025

C

C

C

C C

C

C

C

C

C

C

C

243.63

243.15

243.65 243.19

243.02

(243.00)

L3 0.

L10.04'

L6 .5

9'

L7.2 5'

L5.62'

L2 6.

L3 .8

6'

L33.33'

L2 .0

0' L2

5.

L3 7.

(243.03)

(243.49)(243.81)

(244.18)

(243.84) (243.76)

(243.61)

(243.47) (243.78)

(243.73)

(243.21)

L3.01'

L1.86'

L6.50'

21.39' 6.50'

W

WWWWWWWW

244.00

(244.01) (243.78) (243.62) (243.44) (243.17)

243.84

(244.76) (244.17)

(244.23)

(243.41)

(243.78) (243.75)

(243.42)

(243.17)

L59.93'

L5 .6

8'

L9.37'

L5 .7

4'

L5.19' C6.27'

THIS IS THE FILENAME LOCATION h:\26\26063 - memaloose & the maples rehabilition\design\_cd-memaloose bldg\CD-Memaloose-detailed grading-26063-BLDG.dwg 1/31/2025 2:29:20 PM DSHADRIN

MEMALOOSE EASTBOUND AND WESTBOUND

REST AREA PAVING MAINTENANCE IMPROVEMENTS

MP: 72.7 - 73.3

I-84

J. KrauppReview:

T. RoosChecker:Drafter:

D. ShadrinDesigner:

SHEET NO.

WASCO COUNTY

# DATE REVISION APP'D

M a r c h 1 3 , 2 0 19J A M E S T A U N B . K R A UP P

89833PE

EXPIRES: 06/30/25

OREGON

ENGINEER

RE

GIS

TERED PROFESSIONAL

D. Shadrin

DETAILED GRADING PLAN WESTBOUND SITE D05

LEGENDCONSTRUCTION NOTES

1. Final constructed slopes must not exceed the max shown within the limits of the proposed curb ramps and turning spaces.

2. Grade within the limits of the proposed sidewalk to match existing elevations along all sawcut lines.

3. Max. cross slope change on ramp 0.5% per foot.

4. All Curb and Gutter shall be installed per ODOT Standard Drawing RD700. E = 6".

5. All Standard Curb shall be installed per ODOT Standard Drawing RD700. E = 6".

6. All Sidewalk shall be installed per ODOT Standard Drawing RD720.

7. Existing aggregate base shall be re-compacted and leveled for use. If additional aggregate is required, no more than 2" shall be used and notify the engineer and inspector.

8. When existing signs are to be preserved, confirm 7-foot vertical clearance is available. If not, notify engineer of sign adjustments needed.

9. First Sidewalk Panels Adjacent to New Curb or Curb & Gutter to be 2% Cross Slope Max

Truncated Dome Detectable Warning Surface

Proposed Sidewalk

Turning space Minimum level area 4' x 4' 4' x 5' when constrained (with longer dimension in the direction of pedestrian street crossing). For the purposes of this application, a maximum 2.0% finished surface slope (for drainage) is considered level.

Slope 1.5%. (max. 2.0% Finished Surface Slope) (normal Sidewalk Cross Slope)

Slope 7.5%. (max. 8.3% Finished Surface Slope)

Line Length

Curve Length

LX.XX'

CX.XX'

Existing Elevation(XX.XX')

Proposed ElevationXX.XX' 0 52.55

Scale: 1" = 5'

Work Done by Others jkraupp Text Box 02.03.2025

EASTBOUND AND WESTBOUND

MEMALOOSE REST STOP IMPROVEMENTS

MP: 72.7 - 73.3

I-84

EFLReview:

EFLChecker:Drafter: STS

STS Designer:

SHEET NO.

WASCO COUNTY

# DATE REVISION APP'D

CODE ANALYSIS & LIFE SAFETY E01

WALL TYPE SCHEDULE

VRV

MP: 72.7 - 73.3

I-84

EFLReview:

EFLChecker:Drafter: STS

STS Designer:

SHEET NO.

WASCO COUNTY

# DATE REVISION APP'D

BUILDING SITE PLAN E02

MP: 72.7 - 73.3

I-84

EFLReview:

EFLChecker:Drafter: STS

STS Designer:

SHEET NO.

WASCO COUNTY

# DATE REVISION APP'D

BUILDING DEMO PLAN E03

MP: 72.7 - 73.3

I-84

EFLReview:

EFLChecker:Drafter: STS

STS Designer:

SHEET NO.

WASCO COUNTY

# DATE REVISION APP'D

BUILDING FLOOR PLAN & SCHEDULES E04

PLAN KEY

EQUIPMENT SCHEDULE

1 ZURN SIPHON JET URINAL (MODEL NUMBER Z5765.390.00)

2 KOHLER KINGSTON ULTRA WALL HUNG TOILET (MODEL NUMBER 84232-0)

BOBRICK 1 1/2" DIAMETER S.S. BY 18" LONG GRAB BAR (B-6806 x 18)

BOBRICK SANITARY NAPKIN DISPOSAL (MODEL NUMBER B-254)

ROYAL MANUAL FLUSHOMETER (MODEL NUMBER ROYAL 952-1.6-2-10-3/4-LDIM) w/

BRADLEY 5425 TOILET PAPER DISPENSER (MODEL NUMBER C1975865)

WASH-WARE SINK (MODEL NUMBER 3402-1-SO-BAT)

FIXTURE WALL PUSH BUTTON (MODEL NUMBER 0318001 HY-33-A)

BOBRICK 1 1/2" DIAMETER S.S. BY 36" LONG GRAB BAR (B-6806 x 36)

BOBRICK 1 1/2" DIAMETER S.S. BY 42" LONG GRAB BAR (B-6806 x 42)

11 HEPA FILTERED VERDE-DRI HAND DRYER (MODEL NUMBER SS VERDEdri)

11 A

12 LED STRIPLIGHT (MODEL NUMBER ZL2N-L48)

FLOOR DRAIN

E07 E08

E08E07

11A

7 9

B DIAPER CHANGING STATION - 4 LOCATIONS

SHARPS DISPOSAL - 4 LOCATIONSC

D SOAP DISPENSER w/ CANISTER LOCATED IN PIPE CHASE - 2 LOCATIONS

D D

16 16

B B

E06 1

E06

E063

E06

101102

E0X

A

A

A

A

EQUIPMENT COORDINATION SCHEDULE

A VANDAL STOP MIRROR 24"x36" ( MODEL NUMBER AA-PSM-PL) - 6 LOCATIONS

3,4

1,4

1,5

2,4

BEMIS BLACK TOILET SEAT TO FIT TOILET

ASI ACCURATE PREMIUM GOLD PARTITIONS STAINLESS STEEL 24" x 58" URINAL 15

SLOAN ROYAL 995-0.5 HYD. URINAL FLUSHOMETER w/ LARGE BLACK PUSH BUTTON

PARTITION w/ FLOOR ANCHORAGE AND POST TO CEILING

ASI ACCURATE PREMIUM GOLD PARTITIONS STAINLESS STEEL TOILET PARTITIONS

WITH FLOOR ANCHORAGE AND OVERHEAD BRACE WITH CONTINUOUS HINGES,

WALL BRACKETS, PILASTER BRACKETS, AND WALL COVER CLIPS. SYSTEM SHALL

HAVE INTEGRATED PRIVACY STAINLESS STEEL AND STAINLESS STEEL LATCH

FINISH SCHEDULE

P-1

E EMERGENCY INTEGRATED LIGHT IN EACH NEW AND EXISTING RESTROOM

17 HERCULUX H1212EL-PP-DB-15L40K-LEL-SA WALL MOUNTED FLOOD LIGHT

1,3,5

18 ACORN ELPS2 DOUBLE SINK (MODEL NUMBER ELPS2-SW000-F60-PS1000-PS)

MP: 72.7 - 73.3

I-84

EFLReview:

EFLChecker:Drafter: STS

STS Designer:

SHEET NO.

WASCO COUNTY

# DATE REVISION APP'D

ROOF PLAN E05

P-3

PLAN KEY

E0X

P-1

MP: 72.7 - 73.3

I-84

EFLReview:

EFLChecker:Drafter: STS

STS Designer:

SHEET NO.

WASCO COUNTY

# DATE REVISION APP'D

EXTERIOR ELEVATIONS E06

11 1

102 102

P-3

PLAN KEY

E0X

P-1

P-1

P-2

P-1

P-3

P-3

P-1 P-2

P-2

P-2

P-2

P-2

P-2

P-2

MP: 72.7 - 73.3

I-84

EFLReview:

EFLChecker:Drafter: STS

STS Designer:

SHEET NO.

WASCO COUNTY

# DATE REVISION APP'D

INTERIOR ELEVATIONS (MEN'S) E07

PLAN KEY

E0X

P-1

P-4

P-4

P-4

MP: 72.7 - 73.3

I-84

EFLReview:

EFLChecker:Drafter: STS

STS Designer:

SHEET NO.

WASCO COUNTY

# DATE REVISION APP'D

INTERIOR ELEVATIONS (WOMEN'S) E08

7 7

PLAN KEY

E0X

P-1

P-4

P-4 P-4

MP: 72.7 - 73.3

I-84

EFLReview:

EFLChecker:Drafter: STS

STS Designer:

SHEET NO.

WASCO COUNTY

# DATE REVISION APP'D

WALL & ROOF ASSEMBLIES & SCHEDULES E09

PLAN KEY

E0X

P-1

MP: 72.7 - 73.3

I-84

EFLReview:

EFLChecker:Drafter: STS

STS Designer:

SHEET NO.

WASCO COUNTY

# DATE REVISION APP'D

STRUCTURAL GENERAL NOTES E10

MP: 72.7 - 73.3

I-84

EFLReview:

EFLChecker:Drafter: STS

STS Designer:

SHEET NO.

WASCO COUNTY

# DATE REVISION APP'D

FOUNDATION PLAN E11

MP: 72.7 - 73.3

I-84

EFLReview:

EFLChecker:Drafter: STS

STS Designer:

SHEET NO.

WASCO COUNTY

# DATE REVISION APP'D

FLOOR PLAN E12

MP: 72.7 - 73.3

I-84

EFLReview:

EFLChecker:Drafter: STS

STS Designer:

SHEET NO.

WASCO COUNTY

# DATE REVISION APP'D

ROOF FRAMING PLAN E13

MP: 72.7 - 73.3

I-84

EFLReview:

EFLChecker:Drafter: STS

STS Designer:

SHEET NO.

WASCO COUNTY

# DATE REVISION APP'D

BUILDING SECTION & STRUCTURAL DETAILS E14

MP: 72.7 - 73.3

I-84

EFLReview:

EFLChecker:Drafter: STS

STS Designer:

SHEET NO.

WASCO COUNTY

# DATE REVISION APP'D

TYPICAL CMU DETAILS E15

MP: 72.7 - 73.3

I-84

EFLReview:

EFLChecker:Drafter: STS

STS Designer:

SHEET NO.

WASCO COUNTY

# DATE REVISION APP'D

STRUCTURAL DETAILS E16

X X X X

X

X X

X

X

X

X

X

X X

X

X X X X X

X

X

X

X

X X

X

X

X X

X X

X

X

X

X

X

X

X

X

X

X

X

XX

X

X X

XX

X

X X

X

Relocate OTIC Container as Necessary and coordinate with OTIC Maintenance Staff (John Garmon, 503-871-5418).

Contractor to maintain access for OTIC Maintenance and Operations

Maintain Sidewalk Access as ShownR9-9

24"x12"

R9-9 24"x12"

R9-9 24"x12"

R9-9 24"x12"

R9-9 24"x12"

R9-9 24"x12"

SS

SS

SS

SS

SS

SS

Construction access.

THIS IS THE FILENAME LOCATION h:\26\26063 - memaloose & the maples rehabilition\design\_cd-memaloose bldg\CD-Memaloose-staging-26063-BLDG.dwg 1/31/2025 2:31:19 PM DSHADRIN

MEMALOOSE EASTBOUND AND WESTBOUND

REST AREA PAVING MAINTENANCE IMPROVEMENTS

MP: 72.7 - 73.3

I-84

J. KrauppReview:

T. RoosChecker:Drafter:

D. ShadrinDesigner:

SHEET NO.

WASCO COUNTY

# DATE REVISION APP'D

M a r c h 1 3 , 2 0 19J A M E S T A U N B . K R A UP P

89833PE

EXPIRES: 06/30/25

OREGON

ENGINEER

RE

GIS

TERED PROFESSIONAL

D. Shadrin

STAGING PLAN - EASTBOUND TC01

Scale: 1" = 20'

2020 10

LEGEND

Fence Line

Staging Area Allowed

X

Work done by others

GENERAL NOTES

1. Contractor to repair any damage caused to existing sidewalk or landscaping at no cost to OTIC

2. Contractor is responsible for security of site.

jkraupp Text Box 02.03.2025

C

C

C

WWWW

X

X

X

X

X

X

X

X

X X

X

XXXX

X

X

XXXXXX

X

X

X

X

X

XXXXXXXX

X

X X

X X

X X

X

X

X

X X X X X X X X

X X

X

X

X

X

X

X

R9-9 24"x12"

R9-9 24"x12"

R9-9 24"x12"

R9-9 24"x12"

R9-9 24"x12"R9-9

24"x12"

R9-9 24"x12"

THIS IS THE FILENAME LOCATION h:\26\26063 - memaloose & the maples rehabilition\design\_cd-memaloose bldg\CD-Memaloose-staging-26063-BLDG.dwg 1/31/2025 2:31:33 PM DSHADRIN

MEMALOOSE EASTBOUND AND WESTBOUND

REST AREA PAVING MAINTENANCE IMPROVEMENTS

MP: 72.7 - 73.3

I-84

J. KrauppReview:

T. RoosChecker:Drafter:

D. ShadrinDesigner:

SHEET NO.

WASCO COUNTY

# DATE REVISION APP'D

M a r c h 1 3 , 2 0 19J A M E S T A U N B . K R A UP P

89833PE

EXPIRES: 06/30/25

OREGON

ENGINEER

RE

GIS

TERED PROFESSIONAL

D. Shadrin

STAGING PLAN - WESTBOUND TC02

Scale: 1" = 20'

2020 10

LEGEND

Fence Line

Staging Area Allowed

X

Work done by others

GENERAL NOTES

1. Contractor to repair any damage caused to existing sidewalk or landscaping at no cost to OTIC

2. Contractor is responsible for security of site.

jkraupp Text Box 02.03.2025