HomeMy WebLinkAbout1002 N31ST ST OPT GARAGE FRONT C1DVF
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FOP
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4
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118
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E
FO
S89°04'35"E
N1
°
4
8
'
5
8
"
E
10
1
.
9
9
'
N89°04'49"W
299.94'
N1
°
4
8
'
5
8
"
E
2
6
5
.
9
9
'
12
.
0
0
'
N89°04'21"W1300.07'
S89°04'49"E
1299.73'
25.00'50.00'50.00'50.00'50.00'50.00'50.00'
100.00'50.00'50.00'
50.00'50.00'
N89°04'35"W
25.00'
12
6
.
9
9
'
S1
°
4
8
'
5
8
"
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10
1
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9
9
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°
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10
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9
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'
N89°04'21"W50.00'50.00'
ROOFOVERHANG
BUILDINGOVERHANG
FOUNDREBAR & CAP(14491)
TRACT
C
PARCE
L
N
O
.
334210
-
1
7
5
5
Lot 50
DECKABOVE
TWO STORYHOUSE
RH =FF =
BUILDINGOVERHANG
ROOFOVERHANG
FOUND TACK &LEAD OFFSET13.50' E
FOUND 1"IRON PIPE0.5' SW
SET MAG NAILIN CONCRETE3.00' E
SET REBAR &CAP (38964)
FOUND TACK &LEAD OFFSET13.50' E
FOUND 1"IRON PIPE0.5' SW
SET MAG NAILIN CONCRETE3.00' E
SET REBAR &CAP (38964)
FOUNDREBAR &CAP(14491)
FOUND TACK &LEAD OFFSET13.50' E
FOUND 1"IRON PIPE0.5' SW
CBRIM =INV =
SET MAG NAIL &WASHER (38964)3.00' E
SET REBAR &CAP (38964)FOUNDREBAR & CAP(14491)
SET MAG NAIL &WASHER (38964)3.00' E
SET REBAR &CAP (38964)
FOUND 1"IRON PIPE0.5' SW
SSMHRIM =INV =
FOUND TACK &LEAD OFFSET13.50' E
CBRIM =INV =
SSMHRIM =INV =
FOUNDREBAR &CAP(14491)
* INDICATES MULTI-TRUNK
CE
DF
DS
MP
PI
SP
FOUND MONUMENT IN CASE
FOUND REBAR AS DESCRIBED
FOUND TACK & LEAD
SET 5/8" X 24" IRON RODW/1" YELLOW PLASTIC CAP
POWER METER
GAS METER
HVAC UNIT
UTILITY POLE
CATCH BASIN
SANITARY SEWER MANHOLE
WATER VALVE
FIRE HYDRANT
WATER METER
APPROXIMATE LOCATION SANITARYSEWER LINE
APPROXIMATE LOCATION STORM
DRAIN LINE
OVERHEAD POWER
OVERHEAD UTILITIES
CHAINLINK FENCE
WOOD FENCE
CONCRETE WALL
ROCKERY
ASPHALT SURFACE
CONCRETE SURFACE
GRAVEL SURFACE
CEDAR
DOUGLAS FIR
DECIDUOUS
MAPLE
PINE
SPRUCE
FOUND BRASS DISK
SET MAG NAIL AS DESCRIBED
SET 4" X 4" WOODEN HUB
GUY WIRE
GUY POLE
BOLLARD
SIGN
STORM DRAIN MANHOLE
CATCH BASIN SOLID LID
STORM DRAIN CLEANOUT
YARD DRAIN
STORM DRAIN VAULT
SANITARY SEWER CLEANOUT
SANITARY SEWER STUB
FIRE DEPT. VALVE
FIRE DEPT. CONNECTION
WATER VAULT
WATER MANHOLE
MAILBOX
PAD MOUNTED TRANSFORMER
ELECTRICAL VAULT
POWER JUNCTION BOX
ELECTRICAL PEDESTAL
ELECTRICAL MANHOLE
FIBER OPTIC MANHOLE
UTILITY VAULT
TELEPHONE MANHOLE
TELEPHONE PEDESTAL
TELEPHONE VAULT
POWER VAULT
TV VAULT
ELECTRICAL PEDESTAL
CABLE PEDESTAL
LIGHT POLE
STREET LIGHT
YARD LIGHT
WROUGHT IRON FENCE
WIRE FENCE
TIMBER WALL
GAS VALVE
WETLAND FLAG
WETLAND DATA POINT
APPROXIMATE LOCATIONUNDERGROUND GAS LINE
APPROXIMATE LOCATION
UNDERGROUND WATER LINE
APPROXIMATE LOCATION
UNDERGROUND POWER LINE
APPROXIMATE LOCATIONUNDERGROUND TELEPHONE LINE
APPROXIMATE LOCATION
UNDERGROUND CABLE LINE
APPROXIMATE LOCATION
UNDERGROUND FIBER OPTIC LINE
OVERHEAD ELECTRICAL
OVERHEAD CABLE
OVERHEAD TELEPHONE
BRICK SURFACE
FLAGSTONE SURFACE
PARC
E
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33421
0
-
1
7
5
0
Lot 49 PARCE
L
N
O
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33421
0
-
1
7
4
5
Lot 48 PARCE
L
N
O
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33421
0
-
1
7
3
5
Lot 47 PARCE
L
N
O
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33421
0
-
1
7
3
6
Lot 46
PARC
E
L
N
O
.
334210
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1
7
3
0
Lot 45
PARC
E
L
N
O
.
334210
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1
7
2
5
Lot 44
PARCE
L
N
O
.
33421
0
-
1
5
4
0
Lots 7
&
8
PARCE
L
N
O
.
334210
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1
5
3
0
Lots 5
&
6
PARC
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N
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334210
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1
5
2
5
Lot 4
PARC
E
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.
334210
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5
2
0
Lot 3
PARCE
L
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33421
0
-
1
5
1
1
Lot 2PARCE
L
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334210
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5
1
0
Lot 1
SHED
GARAGE
GARAGEGARAGE
SHEDSHED
PLANTER
PL
A
N
T
E
R
FOUND REBAR &CAP (SITE SURVEY)
FOUNDREBAR & CAP(TERRANE)0.5' W
FOUNDREBAR & CAP(TERRANE)
FOUNDREBAR & CAP(CRONES)FOUNDREBAR & CAP(TYEE)2.1' N
FOUNDREBAR & CAP
FOUNDREBAR & CAP(TERRANE)FOUNDREBAR & CAP(CRONES)FOUNDREBAR & CAP(CRONES)FOUND CONC MON W/PUNCHED BRASS DISKIN CASE 0.5' DOWN
FOUND CONC MON W/PUNCHED BRASS DISKIN CASE 0.7' DOWN
ROOFOVERHANG(TYP.)
MA
T
C
H
LI
N
E
PLAYHOUSE
APPROX. DRIP LINE(TYP.)
OHP
OHU
SD
OHT
OHE
MULTILEADERS
BU
R
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T
A
V
E
N
U
E
N
12.00' ALLEY
N 32ND STREET
N 31ST STREET
SS
S89°04'35"E
50.00'
S89°04'49"E
49.99'
S1
°
5
0
'
1
2
"
W
10
1
.
9
7
'
N1
°
5
0
'
0
2
"
E
10
1
.
9
7
'
MB
25
'
-
0
"
PROPOSED
HOUSE FOOTPRINT 2185 SF.FF. ELEV. 122.0'
FY
S
B
20
'
-
0
"
DE
D
I
C
A
T
I
O
N
1'
-
6
"
SYSB
5' - 0"
COVEREDPORCH80 SF
PROPOSED DRIVEWAY
350 SF
GARAGEFF. ELEV. 121.0'
MIN. TWO (2) TREES ARE
TO BE LOCATED IN THE FRONT PRIOR TO FINAL INSPECTION (ORD 5676, 12-3-2012)
SPECIES TSUGA HETEROPHYLLA, THE WESTERN HEMLOCK OR WESTERN
HEMLOCK-SPRUCE
STREET FRONTAGE IMPROVEMENT
36 SF
GRASS
GRASS
ELEV.=122.0GRADE PLANE RMC 4-11
A
ELEV.=121.5GRADE PLANE RMC 4-11
CELEV.=120.5
GRADE PLANE RMC 4-11
B
ELEV.=123.0
GRADE PLANE RMC 4-11
D
NEW TSUGA HETEROPHYLLA, THE
WESTERN HEMLOCK OR WESTERN HEMLOCK-SPRUCE
NEW TSUGA HETEROPHYLLA, THE WESTERN HEMLOCK OR WESTERN HEMLOCK-
SPRUCE
RY
S
B
T
O
P
R
I
M
A
R
Y
S
T
R
U
C
T
U
R
E
25
'
-
0
"
1/
2
R
O
W
A
F
T
E
R
D
E
D
I
C
A
T
I
O
N
26
'
-
6
"
PROPOSEDPRV
SIDE SEWER FROM BUILDING TO STUB (NOTE STUB IS TO BE INSTALLED AS PART OF THE CIVIL CONSTRUCTION PERMIT).
SIDE SEWER SHALL BE INSTALLED PER COR STD. PLAN 406.2
NOTE:
EAVES CAN EXTEND NO MORE THAN 24 INCHES (24")INTO A SETBACK.
BAY WINDOW
BAY WINDOW
MAX. DRIVEWAY WIDTH RMC 4-4-080I.3.b
16' - 0"
BAY WINDOW
BA
Y
W
I
N
D
O
W
FI
R
E
P
L
A
C
E
10
'
-
0
"
10
'
-
0
"
10' - 0"10' - 0"
10' - 0"
10
'
-
0
"
CONC. PAD100 SF
W
SS
SS
128.50 130128
128128.50130130.50W
W
SS
SS
DPM
FEB 8 - 2022
Sheet
Date:
Drawn By:
Scale:
Client:
14208 4th Avenue SouthBurien, WA 98168
1 PLAN REVIEW 1 23/9/5
2 PLAN REVIEW 2 24/1/15
1" = 10'-0"
C1
10
0
2
N
3
1
S
T
S
T
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N
T
O
N
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W
A
9
8
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5
6
CU
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VOYAGER HOMES
Un
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Revision Schedule
RevisionNumber Revision Description RevisionDate
1 Revision 1 Date 1
1" = 10'-0"1 SITE PLAN 1"=10'
PROJECT INFORMATION
ZONING DISTRICT: R - 8
PROPERTY OWNER: SAMSHAR MANAGEMENT AND SHIRAS VENTURES
PARCEL NUMBER: 3342101725
LOT AREA: 5,100 SF.
MAXIMUM STRUCTURE HIEGHT: 24 FT. ACTUAL (PALTE) 30 FT. MAX OVERALL.
LEGAL DESCRIPTION:
HILLMANS LK WN GARDEN OF EDEN #1 PLAT BLOCK: 15 pLAT LOT: 44
ALL TRENCH RESTORATION AND STREET OVERLAY TO FLOOW THE CITY OF RENTON "TRENCH RESTORATION AND STREET OVERLAY REQUIREMENTS" GUIDELINES.
TREE SPECIESAMERICAN LINDEN (TILIA AMERICANA) - FROM PAGE 16 OF 16 OF THE CITY OF RENTON APPRVED STREET TREE LIST
CONTRACTOR SHALL INSTALL CONDUIT FOR UNDERGROUND OF EXISTING OVERHEAD POWER/TELECOM AND OTHER UTILITIES TO THE PROPERTY.
CONSTRUCTION NOTES
Type Mark Keynote
1 NEW AND EXISTING UTILITIES FROM POWER POLE ARE RQUIRED TO BE UNDERGROUNDTO HOUSE - COORDINATE WITH CITY AND UTILITY COMPANIES.
2 IF NEW SEWER STUB, SEWER STUB TO BE CUT INTO STREET. IF EXISTING SEWER LINETO BE USED, CONTRACTOR SHALL SEND TV VIDEO OF SEWER LINE TO CITY FORREVIEW. SWERE LINE IN THE PRIVATE PROPERTY SHALL HAVE A SURFACE CLEANOUTWITH A CAST IRON RING AND COVER. CLEANOUT TO BE CENTERED IN A 2' X 2'CONCRETE PAD. CONCRETE PAD TO BE 8" IN DEPTH. REFER TO COR STD. PLAN 406.1
3 NEW WATER LINE TO BE RAN TO THE PROPERTY.
4 ASPHALT TRANSITION FROM SIDEWALK TO EX GRADE @ MAX 8 PERCENT - PROVIDETEMPORARY HMAC RAMP FOR ACCESS.
5 NEW 5' CEMENT CONCRETE SIDEWALK PER STD. PLAN 102.0
6 NEW CEMENT CONCRETE CURB AND GUTTER PER STD. PLAN 101.0
7 3' MIN SAW CUT (FROM FACE OF CURB) & MATCH EXISTING GRADE. PAVEMENT PATCHPER CITY STANDARDS - PER COR STD. PLAN 103.0
8 CONCRETE DRIVEWAY ENTRANCE - TYPE R1B SEE DETAIL - STANDARD PLAN 104.3 0
9 INSTALL NEW STREET TREES PER RCM 4-4-070 REFER TO BUILDING SITE PLAN FORSPECIES
10 PROPOSED LOCATION OF WATER METER.
5
1
3
2
46
7 8
9
10
EX: CB TYPE - 1GRATED COVER RIM: 120.956
NEW CB - TYPE 1 SOLID COVER RIM: 120.90(NEW) IE: 119.29IE (E): 119.30IE (W): 119.28
2 ' X 10' PERFORATED PIPE CONNECTION TO CB. TOP: 120.00
dimensions added per
approved plan.
26.5'
10'3'0.5'8'5'
replace with:
new 1" water service and meter to be installed by
City of Renton forces (separate water service and
meter permit required). individual pressure
reducing valve to be installed by developer
downstream of the meter on private property.
water meter shall be installed in the landscape
strip per COR STD. plan 320.1.
per approved plan:
transition flow line
from new curb &
gutter to asphalt
thickened edge at 2:1
max taper. match
existing grade.
per approved plan:
asphalt transition
from sidewalk to ex.
grade at max. 8
percent
per approved plan:
vaned grate
as a condition of approval:
driveway shall be installed in
accordance with COR STD. plan
104.3 with winglets (shown
approximately in blue). maximum
driveway width shall be 16 feet.
it is presumed the storm line depicted is existing.
if storm line is new or a replacement, then a plan revision
is required and shall be submit to the development
engineering project manager that specifies, at minimum,
the material type, size and slope of the line and shall
depict the termination points (IE where line connects to
the next structure) including the IE of all pipes
connected to structure.
additional documents may be required for construction
of a utility main.
per approved plan:
asphalt transition
from sidewalk to ex.
grade at max. 8
percent
all work on site is
under permit
B22002722 and
associated sub
permits (side sewer
install, storm, etc.)
per approved plan:
as a condition of approval:
prior to installation of street trees within the planting
strip, applicant shall provide the development engineering
project manager a revised plan, or written request, that
specifies the proposed trees for review and approval.
note: 'or written request' has been added to the condition
previously approved.
DEVELOPMENT ENGINEERING
njanders 02/26/2025
Markup Legend
RED Required Revisions
BLUE Recommended Revisions
PURPLE Advisory Only