office
TRANSCRIPT
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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
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
SITE
PLA
N-GR
ADIN
G PL
AN
SPOK
ANE
HOUS
ING
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.
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APARTMENT BLDG.
APARTMENT BLDG.
APARTMENT BLDG.
PLAY AREA
OFFICE
APARTMENT BLDG.
REFUSECONTAINERS
REFUSECONTAINERS
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PLAY AREA
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1 1
OFFICE
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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
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POOL AREA
POOL AREA
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910
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EXISTING MAIL BOXES
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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
IZ PL
AN
SPOK
ANE
HOUS
ING
AUTH
ORITY
SPOK
ANE,
WAS
HING
TON
AR
CH
IT
EC
TU
RE
EN
GI
NE
ER
IN
G
P
LA
NN
IN
G
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
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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
ANE,
WAS
HING
TON
AR
CH
IT
EC
TU
RE
EN
GI
NE
ER
IN
G
P
LA
NN
IN
G
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