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FG 1903.60

FG 1902.83

FG 1902.28

FG 1902.28

FG 1902.73

TS 1902.72

FG 1902.18FG 1902.18

FG 1901.98FG 1901.98

FG 1901.70

FG 1901.70

BS 1901.73

BS 1901.73

FG 1901.67FG 1901.60

FG 1901.88

FG 1901.88FG 1901.60 FG 1900.91

FG 1900.88

FG 1900.83

FG 1901.07FG 1900.97

TS 1902.72

FG 1900.89

FG 1901.78

FG 1903.92 FG 1903.93

FG 1903.89

FG 1903.89 FG 1903.99

FG 1904.03

1-800-424-5555OR

456-8000

R

Callbefore you dig.below.Know what's

north

EXISTING UTILITIES AND LOCATIONS SHOWN ARENOT GUARANTEED TO BE COMPLETE OR

ACCURATE. THE CONTRACTOR MUST RELY ONFIELD LOCATION INFORMATION PROVIDED BY THE

RESPECTIVE UTILITIES.

AR

CH

ITE

CT

UR

E

EN

GIN

EE

RIN

G

PL

AN

NIN

G

Suite

600

- 22

1 N.

Wall

St.,

Spo

kane

, Was

hingt

on 9

9201

TEL:

(509

) 534

-488

4

FAX

: (50

9) 5

34-4

943

w

ww.w

wom

er.co

m

WO

ME

R &

AS

SO

CIA

TE

SA

RC

HI

TE

CT

UR

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E

NG

IN

EE

RI

NG

PL

AN

NI

NG

Suite 600 - 221 N. Wall St., Spokane, Washington 99201TEL: (509) 534-4884 FAX: (509) 534-4943 www.wwomer.comW O M E R & A S S O C I A T E S

WDR

820-0011/28/21

CEDA

RWES

T APA

RTME

NTS

- ADA

UPG

RADE

SITE

PLA

N-GR

ADIN

G PL

AN

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ANE

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AUTH

ORITY

SPOK

ANE,

WAS

HING

TON

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Suite 600 - 221 N. Wall St., Spokane, Washington 99201TEL: (509) 534-4884 FAX: (509) 534-4943 www.wwomer.comW O M E R & A S S O C I A T E S

WDRMPM

C1.0GRADING PLANSCALE: 1" = 20'

SCHEDULEPROVIDE

SITE PLAN PLANSCALE: 1" = 20'

ACCESS AISLE, SEE DETAIL SHEET C2.0

SIDEWALK/RAMP PER DETAIL, SHEET C2.0

STAIRS ( 2 STEPS) PER DETAIL, SHEET C2.0

ADA RAMP LANDING (5'x5' MIN.)

MATCH NEW SIDEWALK GRADE TO EXISTING SIDEWALK/ASPHALT GRADE

NEW CURBING (TYPE A). SEE DETAIL, SHEET C2.0

MATCH NEW CURB TO EXISTING CURB

MATCH TOP OF NEW CURB WITH TOP OF SIDEWALK

REPAINT/PAINT ADA HANDICAP SYMBOL PAINT PER DETAIL, SHEET C2.0

REPAINT EXISTING ADA ACCESS AISLE MARKINGS PER DETAIL, SHEET C2.0

EXISTING ASPHALT AISLE SHALL BE USED AS LANDING FOR NEW SIDEWALK

ADJUST GATE HANDLE TO A MAXIMUM OF 44" IN HEIGHT.

PROVIDE ADA COMPLIANT POOL LIFT FOR POOL. COORDINATE WITH OWNER TODETERMINE BRAND, MODEL AND LOCATION.

ADJUST OUTGOING MAIL SLOT TO A MAXIMUM OF 44" IN HEIGHT.

1

2

3

4

5

6

7

8

9

10

11

12

13

14

1

1

11

2

3

2

2

2

2

22

4

4

4

4

5

5

55

5

APARTMENT BLDG.

APARTMENT BLDG.

APARTMENT BLDG.

PLAY AREA

OFFICE

APARTMENT BLDG.

REFUSECONTAINERS

REFUSECONTAINERS

6

7

8

PLAY AREA

9

9

9

99

10

10

10

10

1 1

OFFICE

5

5

5

5

5

NOTES:1. ALL SIDEWALKS AND LANDINGS ARE TO BE 5-FEET IN WIDTH.

2. ALL RAMPS SHALL BE LESS THAN 5% SLOPE.

3. ALL LANDINGS SHALL NOT EXCEED 2% SLOPE

4. LANDINGS SHALL BE A MINIMUM 5'X5' IN SIZE.

5. CONTRACTOR TO RESTORE ALL LANDSCAPE AREAS DISTURBED BY CONSTRUCTION,COORDINATE WITH OWNER/OWNER REPRESENTATIVE.

6. CONTRACTOR TO RESTORE AND MODIFY EXISTING IRRIGATION SYSTEM DISTURBED BYCONSTRUCTION,COORDINATE WITH OWNER/OWNER REPRESENTATIVE..

1/28/21

12

13

POOL AREA

POOL AREA

54

910

14

EXISTING MAIL BOXES

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1903

Control Point:FND RB5 VALENTINE 18741

EL.: 1903.21N: 2468087.3406

E: 276708.7223

Control Point:FND RBC4 GEO-D 51800EL.: 1902.96N: 2468016.9434E: 276764.6332

N: 2467966.4188E: 276808.4441N: 2467952.5676E: 276810.4795

N: 2467977.1357E: 276785.6316

N: 2467951.9719E: 276789.3440

N: 2467950.1104E: 276793.8493

N: 2467937.6385E: 276806.1721

N: 2467935.8944E: 276813.4314

N: 2467964.0791E: 276792.6086

N: 2467940.4668E: 276810.2953

N: 2467933.0672E: 276809.3079

N: 2467905.9189E: 276843.7278

N: 2467894.6723E: 276866.1302

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1-800-424-5555OR

456-8000

R

Callbefore you dig.below.Know what's

north

EXISTING UTILITIES AND LOCATIONS SHOWN ARENOT GUARANTEED TO BE COMPLETE OR

ACCURATE. THE CONTRACTOR MUST RELY ONFIELD LOCATION INFORMATION PROVIDED BY THE

RESPECTIVE UTILITIES.

AR

CH

ITE

CT

UR

E

EN

GIN

EE

RIN

G

PL

AN

NIN

G

Suite

600

- 22

1 N.

Wall

St.,

Spo

kane

, Was

hingt

on 9

9201

TEL:

(509

) 534

-488

4

FAX

: (50

9) 5

34-4

943

w

ww.w

wom

er.co

m

WO

ME

R &

AS

SO

CIA

TE

SA

RC

HI

TE

CT

UR

E

E

NG

IN

EE

RI

NG

PL

AN

NI

NG

Suite 600 - 221 N. Wall St., Spokane, Washington 99201TEL: (509) 534-4884 FAX: (509) 534-4943 www.wwomer.comW O M E R & A S S O C I A T E S

WDR

820-0011/28/21

CEDA

RWES

T APA

RTME

NTS

- ADA

UPG

RADE

DEMO

-HOR

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SPOK

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HOUS

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AUTH

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ANE,

WAS

HING

TON

AR

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NE

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Suite 600 - 221 N. Wall St., Spokane, Washington 99201TEL: (509) 534-4884 FAX: (509) 534-4943 www.wwomer.comW O M E R & A S S O C I A T E S

WDRMPM

C1.1DEMOLITION PLANSCALE: 1" = 20'

SCHEDULEPROVIDE

HORIZONTAL CONTROL PLANSCALE: 1" = 20'

ACCESS AIISLE, SEE DETAIL SHEET FOR DIMENSIONS.

ADA PARKING, SEE DETAIL SHEET FOR DIMENSIONS.

REMOVE EXISTING CONCRETE SIDEWALK.

REMOVE EXISTING ASPHALT SIDEWALK

SAWCUT LINE

1

2

3

4

5

APARTMENT BLDG.

APARTMENT BLDG.

APARTMENT BLDG.

PLAY AREA

OFFICE

APARTMENT BLDG.

REFUSECONTAINERS

REFUSECONTAINERS

PLAY AREA

OFFICE

1

1

1

1

1

1

2

2

2

2

3

3

3

3

5

5

5

5

5

6.0107'

6.4'18.0786'

NOTES:1. ALL SIDEWALKS, STAIRS AND LANDINGS ARE TO BE 5-FEET IN WIDTH OR AS SHOWN ON PLAN.

2. LANDINGS SHALL BE A MINIMUM 5'X5' IN SIZE.

6.4251'

4'4.0001'4.0365'

1/28/21

POOL AREA

POOL AREA

1-800-424-5555OR

456-8000

R

Callbefore you dig.below.Know what's

EXISTING UTILITIES AND LOCATIONS SHOWN ARENOT GUARANTEED TO BE COMPLETE OR

ACCURATE. THE CONTRACTOR MUST RELY ONFIELD LOCATION INFORMATION PROVIDED BY THE

RESPECTIVE UTILITIES.

AR

CH

ITE

CT

UR

E

EN

GIN

EE

RIN

G

PL

AN

NIN

G

Suite

600

- 22

1 N.

Wall

St.,

Spo

kane

, Was

hingt

on 9

9201

TEL:

(509

) 534

-488

4

FAX

: (50

9) 5

34-4

943

w

ww.w

wom

er.co

m

WO

ME

R &

AS

SO

CIA

TE

SA

RC

HI

TE

CT

UR

E

E

NG

IN

EE

RI

NG

PL

AN

NI

NG

Suite 600 - 221 N. Wall St., Spokane, Washington 99201TEL: (509) 534-4884 FAX: (509) 534-4943 www.wwomer.comW O M E R & A S S O C I A T E S

WDR

820-0011/28/21

CEDA

RWES

T APA

RTME

NTS

- ADA

UPG

RADE

DETA

ILS

SPOK

ANE

HOUS

ING

AUTH

ORITY

SPOK

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WAS

HING

TON

AR

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Suite 600 - 221 N. Wall St., Spokane, Washington 99201TEL: (509) 534-4884 FAX: (509) 534-4943 www.wwomer.comW O M E R & A S S O C I A T E S

WDRMPM

C2.0

5" MIN.

1"

CLR.2" MIN.

4"

12" TREAD

3/4"TYP.

4"

MIN.

#3 EACH NOSING

#3@16"O.C. EA. WAY

12"MIN.

NOTE:CONCRETE FINISHSHALL BE BROOMFINISH PARALLEL TOTREAD.

COMPACTEDBASE COURSEAGGREGATE

7" MAX.EQUAL RISERS

TOOLED EDGE1/2" RAD. TYP.

TOOLED EDGE1/2" RAD. TYP.

CONCRETE STAIR DETAIL

TOOLED SAFETYNOSING (TYP.)

1/2" ASPHALTIC EXP. JT.AT SIDEWALKINTERSECTION

4" CONCRETE ON 4" OF 3/4" MINUS BASE COURSE WITH BROOM FINISH.PROVIDE EXPANSION JOINTS AT 7' MINIMUM SPACING WITH PREMOLDEDJOINT FILLER TRIMMED FLUSH WITH CONCRETE SURFACE AT EVERY 15'(MAX); AND AT DOORWAY LANDINGS, AND DRIVEWAYS. EXPANSION JOINTSSHALL BE 3/8" THICK BY FULL WIDTH AND DEPTH.

WIDTH VARIES, SEE PLANS

TYPICAL SIDEWALK SECTION

PORTLANDCEMENTCONCRETE

PAVEMENT

ROADWAY BASEMATERIAL, DEPTH VARIES.(SEE TYP. ROAD SECTION)

16"

11 1/2"

2 3/4"2 3/4"

6"

NOTES:1. PORTLAND CEMENT CONCRETE SHALL BE CLASS 3000

CONFORMING TO THE STANDARD SPECIFICATIONS.

2. WEAKENED PLANE JOINTS FOR PORTLAND CEMENTCONCRETE SHALL BE PLACED AT 15' INTERVALS.

3. 3/8" EXPANSION JOINTS IN PORTLAND CEMENTCONCRETE SHALL BE PLACED AT CURB RETURNS.

4. CURBS SHALL HAVE A LIGHT BROOMED FINISH.GUTTERS SHALL BE FINISHED WITH A STEEL TROWEL.

TYPE "A"

R=1"

CONCRETE CURB TYPE "A"

6"

1/28/21