HomeMy WebLinkAboutP_Civil_Engineering_Plans_260416_v2FI
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COVER
C01
1
VICINITY MAP
SCALE: 1" = 250'
LEGAL DESCRIPTION:
4612 NE 1ST ST
RENTON, WA 98059
PRELIMINARY CIVIL PLANS
SURVEY INFORMATION:
1.THE TOPOGRAPHIC SURVEY SHOWN HEREON WAS PERFORMED IN
JUNE OF 2025. THE FIELD DATA WAS COLLECTED AND RECORDED
ON MAGNETIC MEDIA THROUGH AN ELECTRONIC THEODOLITE. THE
DATA FILE IS ARCHIVED ON DISC OR CD. WRITTEN FIELD NOTES
MAY NOT EXIST. CONTOURS ARE SHOWN FOR CONVENIENCE ONLY.
DESIGN SHOULD RELY ON SPOT ELEVATIONS.
2.ALL MONUMENTS SHOWN HEREON WERE LOCATED DURING THE
COURSE OF THIS SURVEY UNLESS OTHERWISE NOTED.
3.THE TYPES AND LOCATIONS OF ANY UTILITIES SHOWN ON THIS
DRAWING ARE BASED ON INFORMATION PROVIDED TO US, BY
OTHERS OR GENERAL INFORMATION READILY AVAILABLE IN THE
PUBLIC DOMAIN INCLUDING, AS APPLICABLE, IDENTIFYING
MARKINGS PLACED BY UTILITY LOCATE SERVICES AND OBSERVED
BY TERRANE IN THE FIELD. AS SUCH, THE UTILITY INFORMATION
SHOWN ON THESE DRAWINGS ARE FOR INFORMATIONAL
PURPOSES ONLY AND SHOULD NOT BE RELIED ON FOR DESIGN OR
CONSTRUCTION PURPOSES; TERRANE IS NOT RESPONSIBLE OR
LIABLE FOR THE ACCURACY OR COMPLETENESS OF THIS UTILITY
INFORMATION. FOR THE ACCURATE LOCATION AND TYPE OF
UTILITIES NECESSARY FOR DESIGN AND CONSTRUCTION, PLEASE
CONTACT THE SITE OWNER AND THE LOCAL UTILITY LOCATE
SERVICE (800-424-5555).
4.SUBJECT PROPERTY TAX PARCEL NO. 1523059115
5.SUBJECT PROPERTY AREA PER THIS SURVEY IS 34,173 S.F.
(0.78ACRES )
6.THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE
REPORT. EASEMENTS AND OTHER ENCUMBRANCES MAY EXIST
THAT ARE NOT SHOWN HEREON.
7.EXISTING STRUCTURE(S) LOCATION AND DIMENSIONS ARE
MEASURED FROM THE FACE OF THE SIDING UNLESS OTHERWISE
NOTED.
8.FIELD DATA FOR THIS SURVEY WAS OBTAINED BY DIRECT FIELD
MEASUREMENTS WITH A CALIBRATED ELECTRONIC 3-SECOND
TOTAL STATION AND/OR SURVEY GRADE GPS OBSERVATIONS. ALL
ANGULAR AND LINEAR RELATIONSHIPS ARE ACCURATE AND MEET
THE STANDARDS SET BY WAC 332-130-090.
(PER STATUTORY WARRANTY DEED RECORDING NO.
2024123000879)
PARCEL B OF CITY OF RENTON LOT LINE ADJUSTMENT NO.
LUA-04-113-LLA RECORDED UNDER RECORDING NUMBER
20041202900026, RECORDS OF KING COUNTY, WASHINGTON.
ABBREVIATIONS:
BOTW = BOTTOM OF WALL
CB = CATCH BASIN
CW = CONCRETE WALK
EG = EXISTING GRADE
EOC = END OF CURB
EX = EXISTING
FF = FILTER FENCE
FG = FINISHED GRADE
FL = FLOW LINE
G = GAS LINE
OHP = OVERHEAD POWER
PERF = PERFORATED PVC PIPE
PL = PROPERTY LINE
ROW = RIGHT OF WAY
SD = STORM DRAIN
SDCO = STORM DRAIN CLEANOUT
SFR = SINGLE FAMILY RESIDENCE
SS = SANITARY SEWER
SSMH = SANITARY SEWER MANHOLE
SSS = SANITARY SIDE SEWER
SSSCO = SANITARY SIDE SEWER CLEANOUT
TOC = TOP OF CURB
TOPW = TOP OF WALL
TYP = TYPICAL
UGP = UNDERGROUND POWER
W = WATER
WM = WATER METER
WSDOE = WASHINGTON STATE
DEPARTMENT OF ECOLOGY
BASIS OF BEARINGS:
VERTICAL DATUM:
CONTACTS:
APPLICANT:
AMANI IMRAN
212 CHELAN AVE NE
RENTON, WA 98059
PHONE: 206-391-1871
ENGINEER:
FACET
31620 23RD AVE S, SUITE 307
FEDERAL WAY, WA 98115
PHONE: (206) 523-0024
ATTN: RYAN YOKUM, PE
SURVEYOR:
TERRANE
11235 SE 6TH ST, SUITE 130
BELLEVUE, WA 98004
PHONE: (206) 297-0996
ATTN:
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CALL 811
2 BUSINESS DAYS
BEFORE YOU DIG
(UNDERGROUND UTILITY LOCATIONS ARE APPROX.)
A B C D E F G H
A B C D E F G H
1
2
3
4
5
6
1
2
3
4
5
6
P
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O
F
E
SSIONA L E N G I N EER
R
EGIST E R E D22036
R Y A N YOKU
M
ST A T E O F WASHIN
G
T
O
N
7 8 1
ACCEPTED THE BEARING OF N 88°22'42" W BETWEEN MONUMENTS
FOUND ALONG THE CENTERLINE OF NE 1ST ST, PER R1.
NAVD 88 PER GPS OBSERVATIONS
SITE TEMP. BENCHMARK
DESCRIPTION: NAIL & RED WASHER
LOCATION: 43.1'S & 95.4'W OF SE PROP COR
ELEVATION: 390.06'
PROJECT
LOCATION
SHEET INDEX
SHEET NO.PLAN NO.DESCRIPTION
1 C01 COVER
2 C02 NOTES
3 C03 EXISTING CONDITIONS
4 C04 GRADING PLAN
5 C05 FRONTAGE PLAN
6 C06 ACCESS ROAD PROFILE
7 C07 DRAINAGE AND UTILITY PLAN
8 C08 DETAILS
9 C09 DETAILS
UTILITY DISTRICT INFORMATION:
WATER/SEWER
CITY OF RENTON
PHONE: (425) 430-6852
ELECTRIC/GAS
PUGET SOUND ENERGY
PHONE: (800) 321-4123
FIRE
RENTON REGIONAL FIRE AUTHORITY
PHONE: (425) 430-7000
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CALL 811
2 BUSINESS DAYS
BEFORE YOU DIG
(UNDERGROUND UTILITY LOCATIONS ARE APPROX.)
A B C D E F G H
A B C D E F G H
1
2
3
4
5
6
1
2
3
4
5
6
P
R
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F
E
SSIONA L E N G I N EER
R
EGIST E R E D22036
R Y A N YOKU
M
ST A T E O F WASHIN
G
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7 8 1
x
x
x
x
x
x
x
x
x
x
x
x
x
x
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x
x
x
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x
x
x
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x x x x x x x x x x x
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
SS SS SS SS SS SS SS SS SS SS SS SS
SD SD SD SD SD SD SD SD SD SD SD
W
W
W
W
W
W
W
W
W
W W W W W W W
W
SD
SD
S
D
S
D
S
D
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S
D
S
D
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D
S
D
S
D
SD
SD
BRK.
PAR
C
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L
#
SQ F
T
ACR
E
(
S
)
1523
0
5
9
1
1
5
34,17
3
0.78
HOUSE NO.
FOOTPRINT=
SF
4612
1,595
GARAGE
FOOTPRINT=
SF881
FF EL=396.4'
FF EL=398.3'
FF EL=401.1'
FP
MB
P
RO
O
F
E
L
=
4
0
8
.
7
'
RO
O
F
E
L
=
4
1
8
.
0
'
WM
=31°59'09"R=39.00'L=21.77'
ROCKERY
ROCKERY
ROCKERY
ROCKERY
ROCKERY
CONC.
C
O
N
C
.
CONC.
CONC.
CONC.
ASPH.
ASPH.
ASPH.
ASPH.
ASPH.
DECK
RE
T
.
W
A
L
L
RET. WALL
EAVE
EAVE EAVE
EA
V
E
EAVE
EA
V
E
EAVE
EA
V
E
EA
V
E
EAVE
EA
V
E
EAVE
EA
V
E
EDGE O
F
A
S
P
H
A
L
T
ED
G
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O
F
A
S
P
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A
L
T
CURB
CURB
C
U
R
B
C
U
R
B
NE 1ST ST
B
R
E
M
E
R
T
O
N
A
V
E
N
E
8"
S
S
8"SS
18"SD
18
"
S
D
12
"
S
D
12"
S
D
EAVE
ASPH.
RE
T
.
W
A
L
L
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ED
G
E
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A
S
P
H
A
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T
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E
L
#
SQ F
T
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E
(
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)
1523
0
5
9
1
1
5
34,1
7
3
0.78
CONC
STEPS
CB (TYPE 1)
RIM=390.31'
IE(S) 12"CPP
=375.16'
CB (TYPE 1)
RIM=385.21'
IE(NE) 12"CPP=381.81'
IE(NW) 18"CPP=381.26'
IE(SE) 18"CPP=381.21'
CB (TYPE II)
RIM=398.21'
IE(W) 18"CPP=383.93'
IE(E) 18"CPP=384.05'
CB (TYPE II)
RIM=390.43'
IE(N) 12"CPP=378.61'
IE(E) 18"CPP=378.03'
IE(SE) 24"CPP=377.87'
IE(NW) 18"CPP=378.08'
CB (FL THRU)
RIM=385.17'
IE(SW) 12"CPP
=384.22'
FOUND MON IN CASE
BRASS DISK, DOWN 0.45'
FOUND MON
IN CASE
BRASS DISK,
DOWN 0.55'
SSMH
RIM=397.97'
IE(W/E/S) 8"CONC
=381.05'(C.C.)
SSMH
RIM=389.09'
IE(NW/E) 8"CONC
=380.28'(C.C.)
SSMH
RIM=388.32'
IE(N/SE/SW)
8"CONC
=379.06'(C.C.)
SET
REBAR/CAP
3.O0'S FROM
PROP COR
SET
REBAR/CAP
3.00'S FROM
PROP COR
SET
REBAR/CAP
3.00'W FROM PROP COR
SITE TBM
PK NAIL W/
RED WASHER
ELEV=390.06'
N 88°22'42" W
1.89'
N 00°38'00" E
9.00'
FOUND TACK LEAD
LS# 31555
OF LINE & 5.34'S
FROM PROP COR
SET
PK NAIL W/
WASHER
11.00'S FROM
PROP COR
S
E
T
P
K
N
A
I
L
W
/
W
A
S
H
E
R
A
T
P
R
O
P
C
O
R
SET
PK NAIL W/
WASHER AT
PROP COR
SET
PK NAIL W/
WASHER AT
PROP COR
FOUND PK NAIL
LS# 37555
0.08'W & 0.06'N FROM
PROP COR
SHED
FENCE LINE ±
ALONG PROP LINE
FENCE LINE ±
ALONG PROP LINE
FENCE LINE ±
ALONG PROP LINE
FENCE COR 0.3'N
OF LINE & 0.5'W
FROM PROP COR
FENCE COR 0.2'N
OF LINE & 0.2'W
FROM PROP COR
FENCE COR 0.9'W
OF LINE & 0.1'N
FROM PROP COR
APPROX. LOCATION
PER RECORDS (TYP)
N 88°22'42" W 332.31' R1 (332.34' MEAS.)
BASIS OF BEARINGS
72.26'
N
0
0
°
3
8
'
0
0
"
E
30
.
0
0
'
N
0
0
°
3
8
'
0
3
"
E
20
4
.
6
5
'
N 88°19'28" W
70.01'
13
.
4
3
'
N
0
0
°
3
8
'
0
0
"
E
N 89°15'29" W
97.54'
N
0
0
°
4
4
'
3
1
"
E
17
2
.
0
9
'
N
5
6
°
2
3
'
3
3
"
W
8
9
.
9
0
'
N 88°22'42" W
70.01'
EC
O
B
L
O
C
K
LOT
5
9
LOT
5
8
LOT
5
7
LOT
5
9
N
0
0
°
3
8
'
0
3
"
E
20
4
.
6
5
'
N
0
0
°
4
4
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3
1
"
E
17
2
.
0
9
'
4
0
4
404
4
0
2
4
0
2
400
4
0
0
400
400
4
0
0
40
0
398
398
3
9
8
3
9
8
3
9
8
398
39
8
39
8
3
9
6
3
9
6
3
9
6
3
9
6
396
3
9
6
39
4
3
9
4
394
39
4
3
9
4
3
9
4
3
9
4
39
2
39
2
3
9
2
3
9
2
39
0
3
9
0
3
9
0
388
3
8
8
38
8
38
6
38
6
3
8
6
12"EVG
12"EVG
12"EVG
21
'
RO
W
30
'
R
O
W
7.1'
10.1'
9.
3
'
33
.
0
'
45.
7
'
FENCE
1.5'W
FENCE
0.1'W
FENCE
0.1'W
FENCE
0.2'W
FENCE
0.6'W
FENCE
0.1'W
FENCE
0.2'W
FENCE
0.2'W
FENCE
0.2'W
FENCE
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FE
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3
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FE
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4
'
N
FENCE
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FENCE
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FENCE
0.1'E
FENCE
0.4'E
FENCE
0.3'E
WALL
0.5'E
FENCE
0.5'W
WALL
0.6'E
WALL
0.6'E
WALL
1.0'E
FENCE
0.1'E
ROCKERY
0.4'E
ROCKERY
1.4'E
105.6'
ROCKERY
0.1'S
RO
C
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E
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Y
0.
2
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N
FE
N
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E
0.
1
'
N
BENCHMARK
BRASS DISC (FOUND)
MONUMENT (IN CASE, FOUND)
NAIL AS NOTED
PROPERTY LINES (ADJACENT)
REBAR & CAP (SET)
REBAR AS NOTED (FOUND)
RETAINING WALL
RIGHT-OF-WAY LINES
MAILBOX (RESIDENTIAL)MB
BUILDING
POSTPST
SIGN (AS NOTED)
TREE (AS NOTED)SIZE TYPE
ASPHALT SURFACE
CONCRETE SURFACE
DECK
ROCKERY
CENTERLINE ROW
xxx FENCE LINE (CHAIN LINK)
FENCE LINE (WOOD)
PROPERTY LINE (SUBJECT)
SUBDIVISION LINES
BRICK SURFACE
GAS METERG
GAS LINEG
POWER METERP
POWER POLEPP
POWER (OVERHEAD)P
STORM MANHOLE
STORM DRAIN LINESD
SEWER MANHOLE
SEWER LINESS
WATER METERWM
WATER LINEW
BUILDINGBLDG
CB CATCH BASIN
CONCRETECONC
CORNERCOR
ELEVATIONELEV
EVERGREENEVG
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PERMIT PLAN
4/14/2026
9
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SHEET _____ OF _____
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.
CALL 811
2 BUSINESS DAYS
BEFORE YOU DIG
(UNDERGROUND UTILITY LOCATIONS ARE APPROX.)
A B C D E F G H
A B C D E F G H
1
2
3
4
5
6
1
2
3
4
5
6
P
R
O
F
E
SSIONA L E N G I N EER
R
EGIST E R E D22036
R Y A N YOKU
M
ST A T E O F WASHIN
G
T
O
N
7 8 1
STEEP SLOPE/BUFFER DISCLAIMER:LEGAL DESCRIPTION:
SURVEY INFORMATION:
1.THE TOPOGRAPHIC SURVEY SHOWN HEREON WAS PERFORMED IN
JUNE OF 2025. THE FIELD DATA WAS COLLECTED AND RECORDED
ON MAGNETIC MEDIA THROUGH AN ELECTRONIC THEODOLITE. THE
DATA FILE IS ARCHIVED ON DISC OR CD. WRITTEN FIELD NOTES
MAY NOT EXIST. CONTOURS ARE SHOWN FOR CONVENIENCE ONLY.
DESIGN SHOULD RELY ON SPOT ELEVATIONS.
2.ALL MONUMENTS SHOWN HEREON WERE LOCATED DURING THE
COURSE OF THIS SURVEY UNLESS OTHERWISE NOTED.
3.THE TYPES AND LOCATIONS OF ANY UTILITIES SHOWN ON THIS
DRAWING ARE BASED ON INFORMATION PROVIDED TO US, BY
OTHERS OR GENERAL INFORMATION READILY AVAILABLE IN THE
PUBLIC DOMAIN INCLUDING, AS APPLICABLE, IDENTIFYING
MARKINGS PLACED BY UTILITY LOCATE SERVICES AND OBSERVED
BY TERRANE IN THE FIELD. AS SUCH, THE UTILITY INFORMATION
SHOWN ON THESE DRAWINGS ARE FOR INFORMATIONAL
PURPOSES ONLY AND SHOULD NOT BE RELIED ON FOR DESIGN OR
CONSTRUCTION PURPOSES; TERRANE IS NOT RESPONSIBLE OR
LIABLE FOR THE ACCURACY OR COMPLETENESS OF THIS UTILITY
INFORMATION. FOR THE ACCURATE LOCATION AND TYPE OF
UTILITIES NECESSARY FOR DESIGN AND CONSTRUCTION, PLEASE
CONTACT THE SITE OWNER AND THE LOCAL UTILITY LOCATE
SERVICE (800-424-5555).
4.SUBJECT PROPERTY TAX PARCEL NO. 1523059115
5.SUBJECT PROPERTY AREA PER THIS SURVEY IS 34,173 S.F.
(0.78ACRES )
6.THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE
REPORT. EASEMENTS AND OTHER ENCUMBRANCES MAY EXIST
THAT ARE NOT SHOWN HEREON.
7.EXISTING STRUCTURE(S) LOCATION AND DIMENSIONS ARE
MEASURED FROM THE FACE OF THE SIDING UNLESS OTHERWISE
NOTED.
8.FIELD DATA FOR THIS SURVEY WAS OBTAINED BY DIRECT FIELD
MEASUREMENTS WITH A CALIBRATED ELECTRONIC 3-SECOND
TOTAL STATION AND/OR SURVEY GRADE GPS OBSERVATIONS. ALL
ANGULAR AND LINEAR RELATIONSHIPS ARE ACCURATE AND MEET
THE STANDARDS SET BY WAC 332-130-090.
(PER STATUTORY WARRANTY DEED RECORDING NO.
2024123000879)
PARCEL B OF CITY OF RENTON LOT LINE ADJUSTMENT NO.
LUA-04-113-LLA RECORDED UNDER RECORDING NUMBER
20041202900026, RECORDS OF KING COUNTY, WASHINGTON.
BASIS OF BEARINGS:
VERTICAL DATUM:
ACCEPTED THE BEARING OF N 88°22'42" W BETWEEN MONUMENTS
FOUND ALONG THE CENTERLINE OF NE 1ST ST, PER R1.
NAVD 88 PER GPS OBSERVATIONS
SITE TEMP. BENCHMARK
DESCRIPTION: NAIL & RED WASHER
LOCATION: 43.1'S & 95.4'W OF SE PROP COR
ELEVATION: 390.06'
3.00%
PERMEABLE ASPHALT
PAVEMENT
SURFACING
PER PLAN 20' DRIVEWAY
SURFACING
PER PLAN
FLOW LINE
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
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
SS SS SS SS SS SS SS SS
SD SD SD SD SD SD
W
W
W
W
W
W
W
W
W
W W W W W W W
W
SD
SD
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
SD
SD
BRK.
PAR
C
E
L
#
SQ F
T
ACR
E
(
S
)
1523
0
5
9
1
1
5
34,1
7
3
0.78
HOUSE NO.
FOOTPRINT=
SF
4612
1,595
GARAGE
FOOTPRINT=
SF881
FF EL=396.4'
FF EL=398.3'
FF EL=401.1'
FP
MB
P
RO
O
F
E
L
=
4
0
8
.
7
'
RO
O
F
E
L
=
4
1
8
.
0
'
WM
ROCKERY
ROCKERY
ROCKERY
ROCKERY
ROCKERY
CONC.
C
O
N
C
.
CONC.
CONC.
CONC.
ASPH.
ASPH.
ASPH.
ASPH.
ASPH.
DECK
RE
T
.
W
A
L
L
RET. WALL
EAVE
EAVE EAVE
EA
V
E
EAVE
EA
V
E
EAVE
EA
V
E
EA
V
E
EAVE
EA
V
E
EAVE
EA
V
E
EDGE OF
A
S
P
H
A
L
T
ED
G
E
O
F
A
S
P
H
A
L
T
CURB
CURB
C
U
R
B
C
U
R
B
NE 1ST ST
8"
S
S
8"SS
18"SD
18"
S
D
12
"
S
D
12
"
S
D
EAVE
ASPH.
RE
T
.
W
A
L
L
EAVE
ED
G
E
O
F
A
S
P
H
A
L
T
PAR
C
E
L
#
SQ F
T
ACR
E
(
S
)
1523
0
5
9
1
1
5
34,17
3
0.78
CONC
STEPS
CB (TYPE 1)
RIM=390.31'
IE(S) 12"CPP
=375.16'
CB (TYPE 1)
RIM=385.21'
IE(NE) 12"CPP=381.81'
IE(NW) 18"CPP=381.26'
IE(SE) 18"CPP=381.21'
CB (TYPE II)
RIM=390.43'
IE(N) 12"CPP=378.61'
IE(E) 18"CPP=378.03'
IE(SE) 24"CPP=377.87'
IE(NW) 18"CPP=378.08'
CB (FL THRU)
RIM=385.17'
IE(SW) 12"CPP
=384.22'
FOUND MON IN CASE
BRASS DISK, DOWN 0.45'
FOUND MON
IN CASE
BRASS DISK,
DOWN 0.55'
SSMH
RIM=389.09'
IE(NW/E) 8"CONC
=380.28'(C.C.)
SET
REBAR/CAP
3.O0'S FROM
PROP COR
SET
REBAR/CAP
3.00'S FROM
PROP COR
SET
REBAR/CAP
3.00'W FROM PROP COR
SITE TBM
PK NAIL W/
RED WASHER
ELEV=390.06'
FOUND TACK LEAD
LS# 31555
OF LINE & 5.34'S
FROM PROP COR
SET
PK NAIL W/
WASHER
11.00'S FROM
PROP COR
S
E
T
P
K
N
A
I
L
W/
W
A
S
H
E
R
A
T
P
R
O
P
C
O
R
SET
PK NAIL W/
WASHER AT
PROP COR
SET
PK NAIL W/
WASHER AT
PROP COR
FOUND PK NAIL
LS# 37555
0.08'W & 0.06'N FROM
PROP COR
SHED
FENCE LINE ±
ALONG PROP LINE
FENCE LINE ±
ALONG PROP LINE
FENCE LINE ±
ALONG PROP LINE
FENCE COR 0.3'N
OF LINE & 0.5'W
FROM PROP COR
FENCE COR 0.2'N
OF LINE & 0.2'W
FROM PROP COR
FENCE COR 0.9'W
OF LINE & 0.1'N
FROM PROP COR
APPROX. LOCATION
PER RECORDS (TYP)
N 88°22'42" W 332.31' R1 (332.34' MEAS.)
BASIS OF BEARINGS
72.26'
N
0
0
°
3
8
'
0
0
"
E
30
.
0
0
'
EC
O
B
L
O
C
K
LOT
5
9
LOT
5
8
LOT
5
7
LOT
5
9
4
0
4
404
4
0
2
4
0
2
400
4
0
0
400
400
4
0
0
40
0
398
398
3
9
8
3
9
8
3
9
8
398
39
8
39
8
3
9
6
3
9
6
3
9
6
3
9
6
396
3
9
6
39
4
3
9
4
394
39
4
3
9
4
3
9
4
3
9
4
39
2
39
2
3
9
2
3
9
2
39
0
3
9
0
3
9
0
388
3
8
8
38
8
38
6
38
6
3
8
6
12"EVG
12"EVG
12"EVG
21
'
RO
W
3
0
'
R
O
W
7.1'
10.1'
9.
3
'
33
.
0
'
45.
7
'
WALL
0.5'E
WALL
0.6'E
WALL
0.6'E
WALL
1.0'E
ROCKERY
0.4'E
ROCKERY
1.4'E
105.6'
ROCKERY
0.1'S
RO
C
K
E
R
Y
0.
2
'
N
SFR
LOT 1
LOT 3
LOT 4
SD
SD
SD
SD
S
D
EX FF 396.40
DADU
LOT 2
SFR
SFR
DADU
EG 391.28
EG 393.98
EG 392.99
EG 397.12 EG 404.42EG 402.06EG 399.58
EG 403.08
EG 403.71 EG 404.70
EG 403.62
EG 402.67
EG 401.51
EG 400.54
EG 397.80 EG 397.82
EG 395.95
EG 393.00
EG 396.00
SD
SD
FF 397.50
FF 399.50
FF 403.00 FF 403.75
FF 401.25
8.0
'
16
.
0
'
5.0
'
9.
5
'
5.
0
'
8.
0
'
16
.
0
'
0.5
'
9.
0
'
18
.
0
'
4
0
4
402
4
0
0
398
3
9
6
3
9
4
3
9
2
3
9
0
402
40
0
39
8
FG 401.30
FG 401.50
FG 400.50 FG 400.30
FG 403.00
FG 403.00
FG 403.75
FG 399.50
FG 401.25
FG 401.25
FG 397.50
FG 397.50
10
+
0
0
10
+
5
0
11
+
0
0
11
+
5
0
12
+
0
0
12
+
2
0
400
392
394
39
6
3
9
8
402
FG 402.66
FG 402.97
FG 400.24
FG 398.76
FG 397.45
FG 396.65
FG 393.83
FG 392.05
TRACT A
LEGEND:
PERMEABLE ASPHALT PAVEMENT,
DETAIL 7/SHEET C08. SAND LAYER IS REQUIRED
CEMENT CONC. PAVEMENT
LANDSCAPING
TRACT A
PROPERTY LINE
LOT LINE
FI
L
E
L
O
C
A
T
I
O
N
:
Z:
\
S
H
A
R
E
D
\
P
R
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C
T
S
\
A
C
T
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E
\
2
0
2
5
\
0
9
\
2
5
0
9
.
0
4
6
2
_
A
M
A
N
I
I
M
R
A
N
-
4
6
1
2
N
E
1
S
T
-
R
E
N
T
O
N
\
D
R
A
W
I
N
G
S
\
C
A
D
-
R
E
V
I
T
\
A
C
T
I
V
E
F
I
L
E
\
4
6
1
2
N
E
1
S
T
S
T
R
E
N
T
O
N
-
C
I
V
I
L
P
L
A
N
S
.
D
W
G
-
O
R
I
G
I
N
A
L
S
H
E
E
T
S
I
Z
E
:
AR
C
H
F
U
L
L
B
L
E
E
D
D
(
3
6
.
0
0
X
2
4
.
0
0
I
N
C
H
E
S
)
-
L
A
S
T
M
O
D
I
F
I
E
D
B
Y
:
MI
C
H
A
E
L
P
E
R
N
A
GRADING PLAN
C04
4
KEY NOTES:
KEY DETAIL/
SHEET
28' RADIUS -
PROPOSED CONTOURS, 2-FT INTERVALS (TYP)-
FIRE TRUCK HAMMERHEAD TURN AROUND -
1
2
3
SCALE IN FEET
402001020
GRADING NOTES:
1.BUILDING STEM WALLS AND/OR RETAINING WALLS WILL
BE REQUIRED TO MAKE UP GRADE DIFFERENCE BETWEEN
BUILDINGS.
2.SEE SHEET C05 FOR ACCESS ROAD PROFILE.
3.ALL PROPOSED LANDSCAPED AREAS SHALL RECEIVE
SOIL AMENDMENT PER DETAIL 1/SHEET C09.
GRADING QUANTITY ESTIMATE:
TOTAL NET:
FILL:
CUT:
GRADING QUANTITIES GENERATED USING CIVIL 3D
SOFTWARE TO COMPARE TRIANGULATED IRREGULAR
NETWORKS (TINS). VOLUMES ARE FOR PERMIT ONLY.
CONTRACTOR SHALL PROVIDE INDEPENDENT
TAKEOFF FOR BIDDING.
1,753 CY
34 CY
1,719 CY FILL
ACCESS ROAD CROSS SECTION
NTS
A-A
C04
31
6
2
0
2
3
r
d
A
v
e
S
,
Su
i
t
e
3
0
7
Fe
d
e
r
a
l
W
a
y
,
W
A
9
8
0
0
3
P:
2
5
3
.
2
3
7
.
7
7
7
0
ww
w
.
f
a
c
e
t
n
w
.
c
o
m
FE
D
E
R
A
L
W
A
Y
|
K
I
R
K
L
A
N
D
|
B
U
R
L
I
N
G
T
O
N
|
S
E
A
T
T
L
E
|
S
P
O
K
A
N
E
|
W
H
I
D
B
E
Y
I
S
L
A
N
D
DATE:
DR
A
W
N
B
Y
:
DE
S
I
G
N
E
D
B
Y
:
PR
O
J
E
C
T
M
A
N
A
G
E
R
:
PR
I
N
C
I
P
A
L
:
NO
.
DA
T
E
BY
RE
V
I
S
I
O
N
PLAN NUMBER:
CH
E
C
K
E
D
B
Y
:
46
1
2
N
E
1
S
T
S
T
RE
N
T
O
N
,
W
A
9
8
0
5
9
PR
O
J
E
C
T
N
U
M
B
E
R
:
2
5
0
9
.
0
4
6
2
PERMIT PLAN
4/14/2026
9
ES
RY
RY
RY
ES
SHEET _____ OF _____
BA
S
E
M
A
P
/
T
O
P
O
G
R
A
P
H
Y
P
R
O
V
I
D
E
D
B
Y
O
T
H
E
R
S
.
F
A
C
E
T
C
A
N
N
O
T
B
E
H
E
L
D
L
I
A
B
L
E
F
O
R
A
C
C
U
R
A
C
Y
.
CO
N
T
R
A
C
T
O
R
S
H
A
L
L
F
I
E
L
D
V
E
R
I
F
Y
G
R
A
D
E
S
,
U
T
I
L
I
T
I
E
S
,
A
N
D
A
L
L
O
T
H
E
R
E
X
I
S
T
I
N
G
F
E
A
T
U
R
E
S
A
N
D
CO
N
D
I
T
I
O
N
S
.
I
F
C
O
N
D
I
T
I
O
N
S
A
R
E
N
O
T
A
S
S
H
O
W
N
A
N
D
/
O
R
P
L
A
N
S
C
A
N
N
O
T
B
E
C
O
N
S
T
R
U
C
T
E
D
A
S
SH
O
W
N
,
C
O
N
T
A
C
T
F
A
C
E
T
P
R
I
O
R
T
O
C
O
N
S
T
R
U
C
T
I
O
N
.
CALL 811
2 BUSINESS DAYS
BEFORE YOU DIG
(UNDERGROUND UTILITY LOCATIONS ARE APPROX.)
A B C D E F G H
A B C D E F G H
1
2
3
4
5
6
1
2
3
4
5
6
P
R
O
F
E
SSIONA L E N G I N EER
R
EGIST E R E D22036
R Y A N YOKU
M
ST A T E O F WASHIN
G
T
O
N
7 8 1
2
70.0
1
1
3
20.0
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W W W W W W W W W W W W W
W
W
W
SD
SD
SD
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
SD
SD
PAR
C
E
L
#
SQ F
T
ACR
E
(
S
)
1523
0
5
9
1
1
5
34,1
7
3
0.78
HOUSE NO.
FOOTPRINT=
SF
4612
1,595
FF EL=396.4'
FF EL=398.3'
FP
MB
P
RO
O
F
E
L
=
4
0
8
.
7
'
WM
ROCKERY
ROCKERY
ROCKERY
ROCKERY
CONC.
C
O
N
C
.
CONC.
ASPH.
ASPH.
EAVE
EAVE
EAVE
EA
V
E
EA
V
E
ED
G
E
O
F
A
S
P
H
A
L
T
CURB
C
U
R
B
C
U
R
B
NE 1ST ST
8"
S
S
8"SS
18
"
S
D
12
"
S
D
CONC
STEPS
CB (TYPE 1)
RIM=390.31'
IE(S) 12"CPP
=375.16'
CB (TYPE 1)
RIM=385.21'
IE(NE) 12"CPP=381.81'
IE(NW) 18"CPP=381.26'
IE(SE) 18"CPP=381.21'
CB (TYPE II)
CB (FL THRU)
RIM=385.17'
IE(SW) 12"CPP
=384.22'
FOUND MON IN CASE
BRASS DISK, DOWN 0.45'
FOUND MON
IN CASE
BRASS DISK,
DOWN 0.55'
SSMH
RIM=389.09'
IE(NW/E) 8"CONC
=380.28'(C.C.)
FOUND TACK LEAD
LS# 31555
OF LINE & 5.34'S
FROM PROP COR
SET
PK NAIL W/
WASHER
11.00'S FROM
PROP COR
S
E
T
P
K
N
A
I
L
W
/
W
A
S
H
E
R
A
T
P
R
O
P
C
O
R
SET
PK NAIL W/
WASHER AT
PROP COR
SET
PK NAIL W/
WASHER AT
PROP COR
FOUND PK NAIL
LS# 37555
0.08'W & 0.06'N FROM
PROP COR
FENCE LINE ±
ALONG PROP LINE
FENCE LINE ±
ALONG PROP LINE
APPROX. LOCATION
PER RECORDS (TYP)
N 88°22'42" W 332.31' R1 (332.34' MEAS.)
BASIS OF BEARINGS
72.26'
N
0
0
°
3
8
'
0
0
"
E
30
.
0
0
'
40
0
39
8
39
8
3
9
6
396
3
9
6
39
4
394
3
9
4
3
9
4
39
2
39
2
3
9
2
3
9
0
3
9
0
3
9
0
388
3
8
8
38
8
38
6
38
6
3
8
6
12"EVG
21
'
RO
W
3
0
'
R
O
W
33
.
0
'
45
.
7
'
WALL
0.5'E
WALL
0.6'E
WALL
0.6'E
ROCKERY
0.4'E
ROCKERY
1.4'E
LOT 1
S
D
S
D
S
D
EX FF 396.40
EG 395.95
EG 393.00
8.0
'
16
.
0
'
5.0
'
9.
5
'
5.
0
'
8.
0
'
16
.
0
'
0.5
'
9.
0
'
18
.
0
'
EG 385.96
EG 394.66
EG 385.71
EG 386.31
EG 387.18
EG 388.21
EG 390.24
EG 391.56
EG 392.85
EG 394.04
EG 394.99
EG 395.21
EG 395.23
EG 395.36
EG 385.47
EG 385.46
EG 386.10
EG 386.06
EG 388.71
EG 390.72
TOC 386.21
FG 388.76
FG 388.84
FG 392.00
TOC 386.81
FG 389.42
FG 389.50
FG 391.85
TOC 387.68
FG 389.87
FG 389.95
FG 391.50
TOC 388.25
FG 388.85
FG 388.94
TOC 390.29
FG 390.89
FG 390.97
TOC 392.06
FG 393.09
FG 393.17
EG 393.37
TOC 393.35
FG 394.42
FG 394.50
EG 394.88
TOC 394.54
FG 394.92
FG 395.00
EG 395.34
FG 389.30
TOC 389.21
TOC 391.20
TOC 391.40
EG 386.04
10
+
0
0
10
+
5
0
TRACT A
LEGEND:
PERMEABLE ASPHALT PAVEMENT,
DETAIL 7/SHEET C08. SAND LAYER IS REQUIRED
CEMENT CONC. PAVEMENT
LANDSCAPING
TRACT A
PROPERTY LINE
LOT LINE
FI
L
E
L
O
C
A
T
I
O
N
:
Z:
\
S
H
A
R
E
D
\
P
R
O
J
E
C
T
S
\
A
C
T
I
V
E
\
2
0
2
5
\
0
9
\
2
5
0
9
.
0
4
6
2
_
A
M
A
N
I
I
M
R
A
N
-
4
6
1
2
N
E
1
S
T
-
R
E
N
T
O
N
\
D
R
A
W
I
N
G
S
\
C
A
D
-
R
E
V
I
T
\
A
C
T
I
V
E
F
I
L
E
\
4
6
1
2
N
E
1
S
T
S
T
R
E
N
T
O
N
-
C
I
V
I
L
P
L
A
N
S
.
D
W
G
-
O
R
I
G
I
N
A
L
S
H
E
E
T
S
I
Z
E
:
AR
C
H
F
U
L
L
B
L
E
E
D
D
(
3
6
.
0
0
X
2
4
.
0
0
I
N
C
H
E
S
)
-
L
A
S
T
M
O
D
I
F
I
E
D
B
Y
:
MI
C
H
A
E
L
P
E
R
N
A
FRONTAGE PLAN
C05
5
KEY NOTES:
KEY DETAIL/
SHEET
20' WIDTH CEM CONC DRIVEWAY PER COR STD
PLAN 104 AND 104.2 1,2/C05
MATCH EXISTING GRADE TO NEAREST JOINT 1/C08
6" CEM CON CURB -
5' CONC SIDEWALK -
8' LANDSCAPING STRIP -
RELOCATE EX SIGN TO LANDSCAPED AREA -
EX PROPERTY LINE -
18' ROW DEDICATION -
9' ROW DEDICATION -
PROP PROPERTY LINE -
1
2
3
4
5
6
7
8
9
10
SCALE IN FEET
10 5 0 10 20
31
6
2
0
2
3
r
d
A
v
e
S
,
Su
i
t
e
3
0
7
Fe
d
e
r
a
l
W
a
y
,
W
A
9
8
0
0
3
P:
2
5
3
.
2
3
7
.
7
7
7
0
ww
w
.
f
a
c
e
t
n
w
.
c
o
m
FE
D
E
R
A
L
W
A
Y
|
K
I
R
K
L
A
N
D
|
B
U
R
L
I
N
G
T
O
N
|
S
E
A
T
T
L
E
|
S
P
O
K
A
N
E
|
W
H
I
D
B
E
Y
I
S
L
A
N
D
DATE:
DR
A
W
N
B
Y
:
DE
S
I
G
N
E
D
B
Y
:
PR
O
J
E
C
T
M
A
N
A
G
E
R
:
PR
I
N
C
I
P
A
L
:
NO
.
DA
T
E
BY
RE
V
I
S
I
O
N
PLAN NUMBER:
CH
E
C
K
E
D
B
Y
:
46
1
2
N
E
1
S
T
S
T
RE
N
T
O
N
,
W
A
9
8
0
5
9
PR
O
J
E
C
T
N
U
M
B
E
R
:
2
5
0
9
.
0
4
6
2
PERMIT PLAN
4/14/2026
9
ES
RY
RY
RY
ES
SHEET _____ OF _____
BA
S
E
M
A
P
/
T
O
P
O
G
R
A
P
H
Y
P
R
O
V
I
D
E
D
B
Y
O
T
H
E
R
S
.
F
A
C
E
T
C
A
N
N
O
T
B
E
H
E
L
D
L
I
A
B
L
E
F
O
R
A
C
C
U
R
A
C
Y
.
CO
N
T
R
A
C
T
O
R
S
H
A
L
L
F
I
E
L
D
V
E
R
I
F
Y
G
R
A
D
E
S
,
U
T
I
L
I
T
I
E
S
,
A
N
D
A
L
L
O
T
H
E
R
E
X
I
S
T
I
N
G
F
E
A
T
U
R
E
S
A
N
D
CO
N
D
I
T
I
O
N
S
.
I
F
C
O
N
D
I
T
I
O
N
S
A
R
E
N
O
T
A
S
S
H
O
W
N
A
N
D
/
O
R
P
L
A
N
S
C
A
N
N
O
T
B
E
C
O
N
S
T
R
U
C
T
E
D
A
S
SH
O
W
N
,
C
O
N
T
A
C
T
F
A
C
E
T
P
R
I
O
R
T
O
C
O
N
S
T
R
U
C
T
I
O
N
.
CALL 811
2 BUSINESS DAYS
BEFORE YOU DIG
(UNDERGROUND UTILITY LOCATIONS ARE APPROX.)
A B C D E F G H
A B C D E F G H
1
2
3
4
5
6
1
2
3
4
5
6
P
R
O
F
E
SSIONA L E N G I N EER
R
EGIST E R E D22036
R Y A N YOKU
M
ST A T E O F WASHIN
G
T
O
N
7 8 1
CEMENT CONC DRIVEWAY
NTS
1
C05
DRIVEWAY NOTES
NTS
2
C05
1
2
2
3
4
5
6
5
7
8
9
10
x
x
x
x
x
x
x
x
x
x
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SD
SD
SD
SD
SD
W
W
W
W
W
W
W
W
W
W
W
W
W
W
SD SD
SD
SD
SD
SD
SD
SD
SD
BR
K
.
P
A
R
C
E
L
#
S
Q
F
T
A
C
R
E
(
S
)
1
5
2
3
0
5
9
1
1
5
3
4
,
1
7
3
0
.
7
8
HO
U
S
E
N
O
.
FO
O
T
P
R
I
N
T
=
SF
46
1
2
1,
5
9
5
GA
R
A
G
E
FO
O
T
P
R
I
N
T
=
SF
88
1
FF
E
L
=
3
9
6
.
4
'
FF
E
L
=
3
9
8
.
3
'
FF
E
L
=
4
0
1
.
1
'
FP
MB
P
ROOF EL=408.7'
ROOF EL=418.0'
WM
RO
C
K
E
R
Y
RO
C
K
E
R
Y
R
O
C
K
E
R
Y
RO
C
K
E
R
Y
CO
N
C
.
CO
N
C
.
CO
N
C
.
CO
N
C
.
CO
N
C
.
AS
P
H
.
AS
P
H
.
AS
P
H
.
AS
P
H
.
AS
P
H
.
DE
C
K
RET. WALL
RE
T
.
W
A
L
L
EA
V
E
EA
V
E
EA
V
E
EAVE
EA
V
E
EA
V
E
EAVE
EAVE
EA
V
E
EA
V
E
EAVE
E
D
G
E
O
F
A
S
P
H
A
L
T
EDGE OF ASPHALT
CU
R
B
CU
R
B
CU
R
B
CU
R
B
N
E
1
S
T
S
T
8"S
S
8"
S
S
18
"
S
D
12"SD
EA
V
E
AS
P
H
.
RET. WALL
EA
V
E
EDGE OF ASPHALT
P
A
R
C
E
L
#
S
Q
F
T
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(
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)
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C
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(
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)
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M
=
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0
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1
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)
1
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=3
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(
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)
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M
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0
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4
3
'
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(
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)
1
2
"
C
P
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=
3
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8
.
6
1
'
IE
(
E
)
1
8
"
C
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=
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.
0
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(
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)
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4
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=
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(
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)
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8
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=
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5
0.
0
8
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&
0
.
0
6
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F
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PR
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C
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L
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±
AL
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P
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I
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FE
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C
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L
I
N
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±
AL
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P
L
I
N
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FE
N
C
E
L
I
N
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±
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P
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L
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&
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R
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9
'
W
OF
L
I
N
E
&
0
.
1
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N
FR
O
M
P
R
O
P
C
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R
AP
P
R
O
X
.
L
O
C
A
T
I
O
N
PE
R
R
E
C
O
R
D
S
(
T
Y
P
)
N
8
8
°
2
2
'
4
2
"
W
3
3
2
.
3
1
'
R
1
(
3
3
2
.
3
4
'
M
E
A
S
.
)
BA
S
I
S
O
F
B
E
A
R
I
N
G
S
72
.
2
6
'
L
O
T
5
7
40
4
402
40
0
400
40
0
40
0
39
8
39
8
398
398
398
3
9
8
396
396
396
396
39
6
394
394
39
4
394
394
394
394
392
392
392
392
390
390
390
3
8
8
388
38
8
386
386
12
"
E
V
G
2
1
'
R
O
W
30'
ROW
9.3'
33.0'
45
.
7
'
10
5
.
6
'
RO
C
K
E
R
Y
0.
1
'
S
ROCKERY
0.2'N
SF
R
DR
N
DR
N
DRNDRNDRN
DR
N
DR
N
DRN DRN DRN
DRN DRN DR
N
DR
N
DR
N
DRNDRN
DR
N
DR
N
DR
N
LO
T
1
LO
T
3
LO
T
4
SDSD
SDSD
SD
EX
F
F
3
9
6
.
4
0
DRN
DR
N
DR
N
DRN
DR
N
DR
N
DA
D
U
DRN
DR
N
DR
N
DRN
DR
N
DR
N
DRN DRN DRN
DR
N
DR
N
DRNDRNDRN
DR
N
DR
N
DR
N
LO
T
2
SF
R
SF
R
DA
D
U
SD
SD
5.
0
'
FF
3
9
7
.
5
0
FF
3
9
9
.
5
0
FF
4
0
3
.
0
0
FF
4
0
3
.
7
5
FF
4
0
1
.
2
5
8.0'
5.
0
'
5.
0
'
8.8'
5.0'
5.
0
'
5.0'
5.
0
'
4
0
2
400
39
8
396
394
392390
40
2
400
398
10+00 10+50 11+00 11+50 12+00 12+20
40
039
2
39
4
39
6
398
40
2
TR
A
C
T
A
380
390
400
410
420
430
440
380
390
400
410
420
430
440
9+80 10+00 10+20 10+40 10+60 10+80 11+00 11+20 11+40 11+60 11+80 12+00 12+20 12+40
9+80 10+00 10+20 10+40 10+60 10+80 11+00 11+20 11+40 11+60 11+80 12+00 12+20 12+40
8.91%
4.01%
8.77%
1.59%
GR
A
D
E
B
R
E
A
K
S
T
A
=
1
0
+
0
0
.
2
4
EL
E
V
=
3
8
9
.
9
8
8
GR
A
D
E
B
R
E
A
K
S
T
A
=
1
2
+
2
0
.
0
2
EL
E
V
=
4
0
3
.
2
7
2
PVI STA 11+33.81
PVI EL 398.51
K 4.20
LVC 20.00'
BV
C
S
1
1
+
2
3
.
8
1
BV
C
E
3
9
8
.
1
1
EV
C
S
1
1
+
4
3
.
8
1
EV
C
E
3
9
9
.
3
8
PVI STA 10+64.70
PVI EL 395.73
K 4.08
LVC 20.00'
BV
C
S
1
0
+
5
4
.
7
0
BV
C
E
3
9
4
.
8
4
EV
C
S
1
0
+
7
4
.
7
0
EV
C
E
3
9
6
.
1
3
PVI STA 11+81.10
PVI EL 402.65
K 2.78
LVC 20.00'
BV
C
S
1
1
+
7
1
.
1
0
BV
C
E
4
0
1
.
7
8
EV
C
S
1
1
+
9
1
.
1
0
EV
C
E
4
0
2
.
8
1
EXISTING CL GRADE
PROPOSED CL GRADE
EG FG
EG
3
8
9
.
9
9
FG
EG
3
9
1
.
3
3
FG
3
9
1
.
7
5
EG
3
9
4
.
1
0
FG
3
9
3
.
5
3
EG
3
9
6
.
1
1
FG
3
9
5
.
2
8
EG
3
9
6
.
7
8
FG
3
9
6
.
3
5
EG
3
9
6
.
9
8
FG
3
9
7
.
1
5
EG
3
9
7
.
5
7
FG
3
9
7
.
9
5
EG
3
9
8
.
1
8
FG
3
9
9
.
0
7
EG
3
9
9
.
2
4
FG
4
0
0
.
8
0
EG
4
0
0
.
6
1
FG
4
0
2
.
4
2
EG
4
0
1
.
9
5
FG
4
0
2
.
9
5
EG
FG
4
0
3
.
2
7
EG FG
FI
L
E
L
O
C
A
T
I
O
N
:
Z:
\
S
H
A
R
E
D
\
P
R
O
J
E
C
T
S
\
A
C
T
I
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E
\
2
0
2
5
\
0
9
\
2
5
0
9
.
0
4
6
2
_
A
M
A
N
I
I
M
R
A
N
-
4
6
1
2
N
E
1
S
T
-
R
E
N
T
O
N
\
D
R
A
W
I
N
G
S
\
C
A
D
-
R
E
V
I
T
\
A
C
T
I
V
E
F
I
L
E
\
4
6
1
2
N
E
1
S
T
S
T
R
E
N
T
O
N
-
C
I
V
I
L
P
L
A
N
S
.
D
W
G
-
O
R
I
G
I
N
A
L
S
H
E
E
T
S
I
Z
E
:
AR
C
H
F
U
L
L
B
L
E
E
D
D
(
3
6
.
0
0
X
2
4
.
0
0
I
N
C
H
E
S
)
-
L
A
S
T
M
O
D
I
F
I
E
D
B
Y
:
MI
C
H
A
E
L
P
E
R
N
A
ACCESS ROAD
PROFILE
C06
6
SCALE IN FEET
402001020
31
6
2
0
2
3
r
d
A
v
e
S
,
Su
i
t
e
3
0
7
Fe
d
e
r
a
l
W
a
y
,
W
A
9
8
0
0
3
P:
2
5
3
.
2
3
7
.
7
7
7
0
ww
w
.
f
a
c
e
t
n
w
.
c
o
m
FE
D
E
R
A
L
W
A
Y
|
K
I
R
K
L
A
N
D
|
B
U
R
L
I
N
G
T
O
N
|
S
E
A
T
T
L
E
|
S
P
O
K
A
N
E
|
W
H
I
D
B
E
Y
I
S
L
A
N
D
DATE:
DR
A
W
N
B
Y
:
DE
S
I
G
N
E
D
B
Y
:
PR
O
J
E
C
T
M
A
N
A
G
E
R
:
PR
I
N
C
I
P
A
L
:
NO
.
DA
T
E
BY
RE
V
I
S
I
O
N
PLAN NUMBER:
CH
E
C
K
E
D
B
Y
:
46
1
2
N
E
1
S
T
S
T
RE
N
T
O
N
,
W
A
9
8
0
5
9
PR
O
J
E
C
T
N
U
M
B
E
R
:
2
5
0
9
.
0
4
6
2
PERMIT PLAN
4/14/2026
9
ES
RY
RY
RY
ES
SHEET _____ OF _____
BA
S
E
M
A
P
/
T
O
P
O
G
R
A
P
H
Y
P
R
O
V
I
D
E
D
B
Y
O
T
H
E
R
S
.
F
A
C
E
T
C
A
N
N
O
T
B
E
H
E
L
D
L
I
A
B
L
E
F
O
R
A
C
C
U
R
A
C
Y
.
CO
N
T
R
A
C
T
O
R
S
H
A
L
L
F
I
E
L
D
V
E
R
I
F
Y
G
R
A
D
E
S
,
U
T
I
L
I
T
I
E
S
,
A
N
D
A
L
L
O
T
H
E
R
E
X
I
S
T
I
N
G
F
E
A
T
U
R
E
S
A
N
D
CO
N
D
I
T
I
O
N
S
.
I
F
C
O
N
D
I
T
I
O
N
S
A
R
E
N
O
T
A
S
S
H
O
W
N
A
N
D
/
O
R
P
L
A
N
S
C
A
N
N
O
T
B
E
C
O
N
S
T
R
U
C
T
E
D
A
S
SH
O
W
N
,
C
O
N
T
A
C
T
F
A
C
E
T
P
R
I
O
R
T
O
C
O
N
S
T
R
U
C
T
I
O
N
.
CALL 811
2 BUSINESS DAYS
BEFORE YOU DIG
(UNDERGROUND UTILITY LOCATIONS ARE APPROX.)
A B C D E F G H
A B C D E F G H
1
2
3
4
5
6
1
2
3
4
5
6
P
R
O
F
E
SSIONA L E N G I N EER
R
EGIST E R E D22036
R Y A N YOKU
M
ST A T E O F WASHIN
G
T
O
N
7 8 1
ACCESS ROAD CL PROFILE 0
SCALE: 1" = 20'
402001020
0 SC
A
L
E
:
1
"
=
1
0
'
20
10
0
5
10
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
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
SS SS SS SS SS SS SS SS SS
SD SD SD SD SD SD SD
W
W
W
W
W
W
W
W
W
W W W W W W W
W
SD
SD
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
SD
SD
BRK.
PARC
E
L
#
SQ F
T
ACR
E
(
S
)
1523
0
5
9
1
1
5
34,1
7
3
0.78
HOUSE NO.
FOOTPRINT=
SF
4612
1,595
GARAGE
FOOTPRINT=
SF881
FF EL=396.4'
FF EL=398.3'
FF EL=401.1'
FP
MB
P
RO
O
F
E
L
=
4
0
8
.
7
'
RO
O
F
E
L
=
4
1
8
.
0
'
WM
=31°59'09"R=39.00'L=21.77'
ROCKERY
ROCKERY
ROCKERY
ROCKERY
ROCKERY
CONC.
C
O
N
C
.
CONC.
CONC.
CONC.
ASPH.
ASPH.
ASPH.
ASPH.
ASPH.
DECK
RE
T
.
W
A
L
L
RET. WALL
EAVE
EAVE EAVE
EA
V
E
EAVE
EA
V
E
EAVE
EA
V
E
EA
V
E
EAVE
EA
V
E
EAVE
EA
V
E
EDGE O
F
A
S
P
H
A
L
T
ED
G
E
O
F
A
S
P
H
A
L
T
CURB
CURB
C
U
R
B
C
U
R
B
NE 1ST ST
B
R
E
M
E
R
T
O
N
A
V
E
N
E
8"
S
S
8"SS
18"SD
18
"
S
D
12
"
S
D
12"
S
D
EAVE
ASPH.
RE
T
.
W
A
L
L
EAVE
ED
G
E
O
F
A
S
P
H
A
L
T
PAR
C
E
L
#
SQ F
T
ACR
E
(
S
)
1523
0
5
9
1
1
5
34,1
7
3
0.78
CONC
STEPS
CB (TYPE 1)
RIM=390.31'
IE(S) 12"CPP
=375.16'
CB (TYPE 1)
RIM=385.21'
IE(NE) 12"CPP=381.81'
IE(NW) 18"CPP=381.26'
IE(SE) 18"CPP=381.21'
CB (TYPE II)
RIM=390.43'
IE(N) 12"CPP=378.61'
IE(E) 18"CPP=378.03'
IE(SE) 24"CPP=377.87'
IE(NW) 18"CPP=378.08'
CB (FL THRU)
RIM=385.17'
IE(SW) 12"CPP
=384.22'
FOUND MON IN CASE
BRASS DISK, DOWN 0.45'
FOUND MON
IN CASE
BRASS DISK,
DOWN 0.55'
SSMH
RIM=389.09'
IE(NW/E) 8"CONC
=380.28'(C.C.)
SSMH
RIM=388.32'
IE(N/SE/SW)
8"CONC
=379.06'(C.C.)
SET
REBAR/CAP
3.O0'S FROM
PROP COR
SET
REBAR/CAP
3.00'S FROM
PROP COR
SET
REBAR/CAP
3.00'W FROM PROP COR
SITE TBM
PK NAIL W/
RED WASHER
ELEV=390.06'
N 88°22'42" W
1.89'
N 00°38'00" E
9.00'
FOUND TACK LEAD
LS# 31555
OF LINE & 5.34'S
FROM PROP COR
SET
PK NAIL W/
WASHER
11.00'S FROM
PROP COR
S
E
T
P
K
N
A
I
L
W/
W
A
S
H
E
R
A
T
P
R
O
P
C
O
R
SET
PK NAIL W/
WASHER AT
PROP COR
SET
PK NAIL W/
WASHER AT
PROP COR
FOUND PK NAIL
LS# 37555
0.08'W & 0.06'N FROM
PROP COR
SHED
FENCE LINE ±
ALONG PROP LINE
FENCE LINE ±
ALONG PROP LINE
FENCE LINE ±
ALONG PROP LINE
FENCE COR 0.3'N
OF LINE & 0.5'W
FROM PROP COR
FENCE COR 0.2'N
OF LINE & 0.2'W
FROM PROP COR
FENCE COR 0.9'W
OF LINE & 0.1'N
FROM PROP COR
APPROX. LOCATION
PER RECORDS (TYP)
N 88°22'42" W 332.31' R1 (332.34' MEAS.)
BASIS OF BEARINGS
72.26'
N
0
0
°
3
8
'
0
0
"
E
30
.
0
0
'
N
0
0
°
3
8
'
0
3
"
E
20
4
.
6
5
'
N 88°19'28" W
70.01'
13
.
4
3
'
N
0
0
°
3
8
'
0
0
"
E
N 89°15'29" W
97.54'
N
0
0
°
4
4
'
3
1
"
E
17
2
.
0
9
'
N
5
6
°
2
3
'
3
3
"
W
8
9
.
9
0
'
N 88°22'42" W
70.01'
EC
O
B
L
O
C
K
LOT
5
9
LOT
5
8
LOT
5
7
LOT
5
9
N
0
0
°
3
8
'
0
3
"
E
20
4
.
6
5
'
N
0
0
°
4
4
'
3
1
"
E
17
2
.
0
9
'
4
0
4
404
4
0
2
4
0
2
400
4
0
0
400
400
4
0
0
40
0
398
398
3
9
8
3
9
8
3
9
8
398
39
8
39
8
3
9
6
3
9
6
3
9
6
3
9
6
396
3
9
6
39
4
3
9
4
394
39
4
3
9
4
3
9
4
3
9
4
39
2
39
2
3
9
2
3
9
2
3
9
0
3
9
0
3
9
0
388
3
8
8
38
8
38
6
38
6
3
8
6
12"EVG
12"EVG
12"EVG
21
'
RO
W
3
0
'
R
O
W
7.1'
10.1'
9.
3
'
33
.
0
'
45.
7
'
FENCE
1.5'W
FENCE
0.1'W
FENCE
0.1'W
FENCE
0.2'W
FENCE
0.6'W
FENCE
0.1'W
FENCE
0.2'W
FENCE
0.2'W
FENCE
0.2'W
FENCE
0.1'W
FE
N
C
E
0.
3
'
N
FE
N
C
E
0.
2
'
N
FE
N
C
E
0.
3
'
N
FE
N
C
E
0.
4
'
N
FENCE
0.3'W
FENCE
0.1'E
FENCE
0.1'E
FENCE
0.4'E
FENCE
0.3'E
WALL
0.5'E
FENCE
0.5'W
WALL
0.6'E
WALL
0.6'E
WALL
1.0'E
FENCE
0.1'E
ROCKERY
0.4'E
ROCKERY
1.4'E
105.6'
ROCKERY
0.1'S
RO
C
K
E
R
Y
0.
2
'
N
FE
N
C
E
0.
1
'
N
SFR
DRN DRN
DR
N
DR
N
DR
N
DRNDRN
DR
N
DR
N
DR
N
DR
N
DR
N
DRN DRN DRN
DR
N
DR
N
DRNDRNDRN
LOT 1
LOT 3
LOT 4
SD
SD
SD
SD
S
D
EX FF 396.40
DR
N
DRNDRN
DR
N
DRN DRN
DADU
DR
N
DRNDRN
DR
N
DRN DRN
DR
N
DR
N
DR
N
DRN DRN
DR
N
DR
N
DR
N
DRNDRNDRN
LOT 2
SFR
SFR
DADU
SD
SD
5.0'
6.0'
FF 397.50
FF 399.50
FF 403.00 FF 403.75
FF 401.25
8.
0
'
5.0'
5.0'
8.
8
'
5.
0
'
5.0'
5.
0
'
5.0
'
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
SS
S
SS
S
SS
S
SS
S
SS
S
SS
S
SS
S
SS
S
SS
S
SS
S
SS
S
SS
S
SS
S
SS
S
WW
WW
W
W
WW
SSS
SSS SSS
SSS
SSS
FIRE
FIRE
FIRE
FIRE
FIRE
TRACT A
LEGEND:
PERMEABLE ASPHALT PAVEMENT,
DETAIL 7/SHEET C08. SAND LAYER IS REQUIRED
CEMENT CONC. PAVEMENT
LANDSCAPING
TRACT A
PROPERTY LINE
LOT LINE
STORM DRAIN LINE
SANITARY SIDE SEWER
WATER LINE
FIRE SERVICE
WATER METER
GRAVEL FILLED
INFILTRATION TRENCH
TYPE 1 CATCH BASIN
YARD DRAIN
SANITARY SEWER MANHOLE
SD SD
WW
FIREFIRE
SSSSSS
FI
L
E
L
O
C
A
T
I
O
N
:
Z:
\
S
H
A
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D
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5
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4
6
2
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-
4
6
1
2
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1
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1
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1
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P
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S
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D
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-
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N
A
DRAINAGE AND
UTILITY PLAN
C07
7
KEY NOTES:
KEY DETAIL/
SHEET
48" SANITARY SEWER MANHOLE
RIM 402.70
8" (S) IE 395.00
4/C09
227 LF 8" SANITARY SEWER @ 2.00% MIN 5/C09
4" SIDE SEWER W/ CLEANOUT AND 6"x4"
REDUCER (TYPE OF ALL SIDE SEWERS)5/C09
CONNECT TO EX 8" PUBLIC SANITARY SEWER
MAIN 8"
(N) IE 381.17
EX 8" (E) IE 380.50±
-
CONNECT TO EX PUBLIC WATER MAIN -
WATER METER AND DOMESTIC SERVICE
LATERAL 2/C09
FIRE SERVICE LATERAL -
DOWNSPOUT (TYP)-
497 SF SURFACE AREA x 2' DEPTH GRAVEL
FILLED INFILTRATION TRENCH AND ASSOCIATED
YARD DRAIN
TOP OF INFILTRATION TRENCH SHALL BE
PLACED 6" BELOW THE LOWEST AREA OF
FINISHED GRADE
6/C08
4" PVC FOOTING DRAIN ENVELOPED IN WASHED
1/2-3/4 INCH GRAVEL SIZED DRAINAGE
AGGREGATE (TYP)
SEE
GEOTECH
REPORT
8" YARD DRAIN
RIM 399.25
4" IE 395.50
-
16 LF 4" SD @ 1.00%-
6" SDCO
RIM TO FG
4" IE 395.30
-
560 SF SURFACE AREA x 2' DEPTH GRAVEL
FILLED INFILTRATION TRENCH AND ASSOCIATED
YARD DRAIN
TOP OF INFILTRATION TRENCH SHALL BE
PLACED 6" BELOW THE LOWEST AREA OF
FINISHED GRADE
6/C08
180 SF SURFACE AREA x 2' DEPTH GRAVEL
FILLED INFILTRATION TRENCH AND ASSOCIATED
YARD DRAIN
TOP OF INFILTRATION TRENCH SHALL BE
PLACED 6" BELOW THE LOWEST AREA OF
FINISHED GRADE
6/C08
200 SF SURFACE AREA x 2' DEPTH GRAVEL
FILLED INFILTRATION TRENCH AND ASSOCIATED
YARD DRAIN
TOP OF INFILTRATION TRENCH SHALL BE
PLACED 6" BELOW THE LOWEST AREA OF
FINISHED GRADE
6/C08
REMOVE EX ROCKERY -
8" DI WATER MAIN -
TYPE 1 CB
RIM 389.00
6" (SE) IE 386.00
3,4,5/C08
29 LF 6" SD @ 1.00% MIN -
CONNECT TO EX PUBLIC CATCH BASIN
EX RIM 390.31
EX 12" (S) IE 375.16
6" (NW) IE 384.00
-
ROUTE DOWNSPOUT LINES TO PROPOSED YARD
DRAIN (TYP OF LOTS 2, 3 AND 4)-
EXISTING BUILDING AND ASSOCIATED
HARDSCAPE TO REMAIN UNLESS OTHERWISE
NOTED
-
20' TRACT -
320 SF SURFACE AREA x 2' DEPTH GRAVEL
FILLED INFILTRATION TRENCH AND ASSOCIATED
YARD DRAIN
TOP OF INFILTRATION TRENCH SHALL BE
PLACED 6" BELOW THE LOWEST AREA OF
FINISHED GRADE
6/C08
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
SCALE IN FEET
402001020
GENERAL NOTES:
1.CONTRACTOR SHALL INSTALL CHECK DAMS UNDER
PERMEABLE ASPHALT PAVEMENT SURFACING WHERE
SLOPE EXCEEDS 5% PER DETAIL 8/SHEET C07.
2.ALL PERMEABLE ASPHALT PAVEMENT SHALL BE
REQUIRED TO HAVE A 6" SAND LAYER PER DETAIL
7/SHEET C07 FOR STORMWATER TREATMENT.
3.ALL STORM PIPE MATERIAL SHALL BE PVC SDR-35.
4.ALL SANITARY SEWER PIPE MATERIAL SHALL BE PVC
SDR-35.
5.ALL PROPOSED LANDSCAPED AREAS SHALL RECEIVE
SOIL AMENDMENT PER DETAIL 1/SHEET C08.
6.SEE DETAIL 2/SHEET C07 FOR UTILITY TRENCHING.
7.INSTALLATION OF A 1-INCH WATER SERVICE AND
DOMESTIC WATER METER IS REQUIRED FOR EACH
SINGLE-FAMILY RESIDENCE. A 3
4" WATER METER IN A 1"
METER SETTER AND 1" SERVICE SHALL BE INSTALLED
FOR EACH DADU.
31
6
2
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DATE:
DR
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:
DE
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PLAN NUMBER:
CH
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C
K
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D
B
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:
46
1
2
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1
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W
A
9
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:
2
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0
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0
4
6
2
PERMIT PLAN
4/14/2026
9
ES
RY
RY
RY
ES
SHEET _____ OF _____
BA
S
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M
A
P
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T
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A
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P
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A
N
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A
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O
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B
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N
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N
.
CALL 811
2 BUSINESS DAYS
BEFORE YOU DIG
(UNDERGROUND UTILITY LOCATIONS ARE APPROX.)
A B C D E F G H
A B C D E F G H
1
2
3
4
5
6
1
2
3
4
5
6
P
R
O
F
E
SSIONA L E N G I N EER
R
EGIST E R E D22036
R Y A N YOKU
M
ST A T E O F WASHIN
G
T
O
N
7 8 1
1
6
23
4
5
EXISTING SITE AREAS
DESCRIPTION AREA (SF)
ROOF 3,374
ROAD 1,615
LANDSCAPE 29,185
TOTAL 34,174
DEVELOPED SITE AREAS
(LOT 1)
DESCRIPTION AREA (SF)
ROOF 0
ROAD 220
LANDSCAPED 540
UNDISTURBED 6,980
TOTAL 7,740
DEVELOPED SITE AREAS
(LOT 2)
DESCRIPTION AREA (SF)
ROOF 1,720
ROAD 310
LANDSCAPED 3,110
UNDISTURBED 0
TOTAL 5,140
DEVELOPED SITE AREAS
(LOT 3)
DESCRIPTION AREA (SF)
ROOF 1,950
ROAD 1,650
LANDSCAPED 4,160
UNDISTURBED 0
TOTAL 7,760
DEVELOPED SITE AREAS
(LOT 4)
DESCRIPTION AREA (SF)
ROOF 1,950
ROAD 300
LANDSCAPED 4,510
UNDISTURBED 0
TOTAL 6,760
2
3
7
8
9
10
1112
13
19
20
21
22
18
11.0
3
3
3
3
7
6
6
7
6
7
7
6
14
15
16
17
24
25
20' TRACT (SEE KEYNOTE 24
ON THIS SHEET)
DESCRIPTION AREA (SF)
ROOF 0
ROAD 4,270
LANDSCAPED 0
UNDISTURBED 0
TOTAL 4,270
FI
L
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:
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DETAILS
C08
8
31
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PLAN NUMBER:
CH
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:
46
1
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1
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:
2
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0
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.
0
4
6
2
PERMIT PLAN
4/14/2026
9
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ES
SHEET _____ OF _____
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CALL 811
2 BUSINESS DAYS
BEFORE YOU DIG
(UNDERGROUND UTILITY LOCATIONS ARE APPROX.)
A B C D E F G H
A B C D E F G H
1
2
3
4
5
6
1
2
3
4
5
6
P
R
O
F
E
SSIONA L E N G I N EER
R
EGIST E R E D22036
R Y A N YOKU
M
ST A T E O F WASHIN
G
T
O
N
7 8 1
CEMENT CONC SIDEWALK
NTS
1
C05
PAVEMENT PATCH
NTS
2
C05
CATCH BASIN TYPE 1
NTS
3
C07
CATCH BASIN INSTALLATION
NTS
4
C07
VANED GRATE
NTS
5
C07
INFILTRATION TRENCH
NTS
6
C07
PERMEABLE PAVEMENT SECTION
NTS
7
C07
PERMEABLE PAVEMENT CHECK DAMS
NTS
8
C07
FI
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4/14/2026
9
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S
T
R
U
C
T
I
O
N
.
CALL 811
2 BUSINESS DAYS
BEFORE YOU DIG
(UNDERGROUND UTILITY LOCATIONS ARE APPROX.)
A B C D E F G H
A B C D E F G H
1
2
3
4
5
6
1
2
3
4
5
6
P
R
O
F
E
SSIONA L E N G I N EER
R
EGIST E R E D22036
R Y A N YOKU
M
ST A T E O F WASHIN
G
T
O
N
7 8 1
SOIL AMENDMENT
NTS
1
C07
WATER SERVICE
NTS
2
C07
NOT USED
NTS
-
-
SANITARY SEWER MANHOLE
NTS
4
C07
BUILDING SEWER CONNECTION
NTS
5
C07