HomeMy WebLinkAboutR-364604i 105.5' LOT 1 L 27
Iw
20' ACCESS &
t UTILITY EASEMENT 1'
TIE INTO EXISTING
vJ ¢ 6' ITSHARED
I
vwi
GRADE(TYP)
i t SHOULDER ACCESS DRIVEU)
L
EX GRADE PROPOSED I o
n
q I w E SINGLE FAMILY i
LL I Z F.F. 4RESIDE90C0'
Y -.--
VARIES VARIES . .. ,. .
Lel
No
W
U)
W
2
3" HMA CL 1/2" /^tea // "
PROPOSEDPROPOSED 6"ROOF
2 1/2' CSTC COLLECTOR PIPE
COMPACT SUBGRADEMAXIMUMACHIEVE95% OF MAXIMUM
DENSITY STANDARD PROCTOR.
pZ
EX DETACHEDGARAGE
1LAROLO IIOIX:E
I:hI VM11 ARSE I 1
WYSW6U110 '
8 /
SEWER
STUB (7YP)
I
it
I '
I;
I
ROW
ROW PL
11' ROW
DEDICATION
I
2.7' 14
SEE
S' SIDEWALK
SEE DETAIL I FOR J DEPRESSED J ROADWAYDRIVEWAYSECTIONCURB & GUTTER
DRIVEWAY
NEW 1 CONCRETEENTRANCE
PER WSDPERWSODT STD PLAN
F-80.10-02
PUBLIC ACCESS PROFILE
C4 SCALE: 1"=20'
LOT 1 SECTION VIEW \
EX 5' CONC IC4SCALE: N.T.S. EX CONTOUR \ ,\ \ SIDEWALK
rvP)
it
1 \ EX ROCKERY
cclu'I) r V nO
IW1"Fif AIT ir.
pMjos 9V<
78.03'
q0 -f- _ F- _-491.1
BUILDING
I / LOT 2 LINE ((TTYC )
8,232 SF t)
soco j ROOF DOWNSPOUT (rvv)
ROOF DOWNSPOUT (rvP) } \ \ (TYP) N I
I
I
I
I
I
I
I
I
I
I
I
SSCO I IrvP)
I I
I I
I__-_______ I
I
I I 4" PVC ROOF DRAIN PIPE
@ S= 1.0% MIN. (rvP) /
I /
PROPOSED
SINGLE FAMILY
RESIDENCE
F.F.= 491.5'
I I
4\ I I 2 I IVI
490.00
491.50 891.50
I I PROPOSED CONC
DRIVE/WALK
I
P 490 00 \
6" IE 487.00
54'33"E 40.01'
EX TOP EX TOE 483.00/
41 I '
488.00
I 382' RIGHT TURN SITE 1
DISTANCE TRLANGE
SEE SITE DISTANCE t I 1 12' RIGHT OF WAY
LOT 1 TABLE ON THIS SHEET DEDICATION
8,232 SF
il
EX TOP 489.00 .z
NEW TOP 488.00
I \
PVC ROOF DRAIN PIPE
@I@ 5= 1.0% MIN. (rvP)
EX TOE 4835_
W
F V u
REMOVE TOP ROCKS OF w ¢ jPROPOSED ' 1 _I`+- - RETAINING WALL TO M y
SINGLE FAMILY I Ewo I :
Ili 1' I ELEVATION SHOWN ON THE =
RESIDENCE PLANS TO INCREASE SITE o ...
F.F.=490.0' DISTANCE VISIBILITY 2 0
AREASTRIP FOR DISPERSIONGRAVELA
l I AND EXISTING RETAINING
1 WALL SHALL BE I I
I - VEGETATED WITH SOD
EX TOP 489.20
190.00 / I CONNECT ROOF DRAIN TO I NEW TOP 488.00 /
PERFORATED STUB (TVP) III I-
Q I I I EX TOE 484.75
x
I
1O LF 6"PERFORATED / EX CS
CONNECT ROOF DRAIN TO 490' STORM STUB WITHIN
R-314604
10 5 0
SCALE: 1"=10'
10 20
7T d1
j I PERFORATED STUB (rvP) PROPOSED CONCH - I 10'Lx2'Wx2'D GRAVEL -
TOP 484.30 - -
8" ADS fE 481.68 (;W ?IF • g°R $ ta4 yr
I / r I ORNE/WALK - I TRENCH (rvP) 112" CONC. IE 481.32
10 LF 6" PERFORATED i ,- ! :I .
J:
I 12" LCPE IE 481.32 (W) .M1 pl W 'Ti i 1'
I Y STORM STUB WITHIN I 489.90 r ry 489.901 I
NEEX
TOP 488.75
W TOP 488.00
I ~
10'Lx2'Wx2'D GRAVEL (
Ir
yI
TRENCH (rvP) I o I i iJ // / _ MR D6RRiuluhTclA1
7 /
I q . EX TOE 485.751 X S S S¢,_ 48 Q489.66
2'WIDE STRIP _t l OF CRUSHED/ SOLO #1 480
I
ROCK i - / / TOP486.00 / I m 1% 0°I0Gl
488.86 ( 6"IE483.00 I bY5, 1pJg`3 , 1. TBC 484.8
r 484.8 j
78 LF, 6 PVC PIPE, S=3.8%
TBC 484.5.
ti pq 489.95.'GB 486.00 1 I
491.48 2.4% 490.71 l 2.4°/u G84B9.60 6:2% 487.86•. / 6.2% o * 484.6
I - 491 48 • \ 490.71 1- - - 489.96 - GB 489.60 48286 F - - 1
M]I{-.\I'o •GB 486.00 I I { `2 NEW TYPE 1 CONCRETE.
L DRIVEWAY ENTRANCE
PER WSDOT STD PLAN
F-80.10-02. SEE SHEET C3.0
1 I TBC 484.9
1 `-___- _._78.03___ .c, _J__
i`- ___ 78 3'_ /
485.0
I
1
N8954'33"E / 168.06' I /
I ..i'Y N89°54'33"E 40,01'. I,
I ` / T l TBC 486.4.
I I
4855
10' UTILITY EASEMENT FOR Jwz- : / I g .
SODS CREEK SEWER & WATER PROPOSED SEWER LINE 20' ACCESS & UTILITY EASEMENT
DISTRICT TO BE RECORDED (SEE APPROVED SOOS TO BE RECORDED WITH SHORT PLAT I IPROPOSEDSSMH1261-5 / CB #1, TYPE 1 (PRIVATE) - -
WITH SHORT PLAT __ / CREEK SEWER PLANS)
TYPE I-48 / W/VANED GRATE TWO (2) NEW WATERSERVICES
SEE APPROVED SODS / 12' PROPOSED SHARED TOP 485.95 - CONTRACTOR TO COORDINATE WITH
12'PROPOSED CREEK SEWER PLANS) ASPHALT DRIVE I / 6' PVC IE 482.4 (IN -W) SODS CREEK UTILITY DISTRICT
ASPHALT DRIVE / 12" LCPE IE 481.9 (OUT -E) \' I
IM)Cft_Ifi NORTH ( K
ImaT 1°aTu owu
1O71WiNORTH
REMOVE/CUT DISTANCE TRI
ANGLE
SO
VEGAN
Ixwv uanl nr•Ese 500' LEFT TURN SITE
WITHIN SITE DISTANCE TRIANGLE A VEGETATIONIllb-vul I DISTANCE TRIA
BLE
I I IS NO HIGHER THAN 3 FEET ABOVE ADJACENT
SEE SITE DISTANCE TABLE I I ROAD GRADE. APPROVAL FROM RENTON
ON THIS SHEET OWNSGRL , I I 4Q I RAND PROPERTY OWNERS AS NECESSARY
CITY OF RENTON
suN°Tln BEYLER CONSULT. rvr:
1"=zo'
APPROVED BY: DATE:
BML3MYLARSBML08/13/14
2 REVISED PER CITYOF RENTON COMMENTS, DATED 06/16/2014 BML 06/22/14 IAp
1 REVISED PER CRI' OF RENTON COMMENTS, DATED 06/12/2014 BML 06/27/14 cl<ciclup. BML M My seuc
r rar aE ulal
NO. REVISION BY DATE APPR rRmm: LCB
I I PROPOSED CONC
DRIVE/WALK
I
P 490 00 \
6" IE 487.00
54'33"E 40.01'
EX TOP EX TOE 483.00/
41I '
488.00
I 382' RIGHT TURN SITE 1
DISTANCE TRLANGE
SEE SITE DISTANCE t I 1 12' RIGHT OF WAY
LOT 1 TABLE ON THIS SHEET DEDICATION
8,232 SF
il
EX TOP 489.00 .z
NEW TOP 488.00
I \
PVC ROOF DRAIN PIPE
@I@ 5= 1.0% MIN. (rvP)
EX TOE 4835_
W
F V u
REMOVE TOP ROCKS OF w ¢ jPROPOSED ' 1 _I`+- - RETAINING WALL TO M y
SINGLE FAMILY I Ewo I :
Ili 1' I ELEVATION SHOWN ON THE =
RESIDENCE PLANS TO INCREASE SITE o ...
F.F.=490.0' DISTANCE VISIBILITY 2 0
AREASTRIP FOR DISPERSIONGRAVELA
l I AND EXISTING RETAINING
1 WALL SHALL BE I I
I - VEGETATED WITH SOD
EX TOP 489.20
190.00 / I CONNECT ROOF DRAIN TO I NEW TOP 488.00 /
PERFORATED STUB (TVP) III I-
Q I I I EX TOE 484.75
x
I
1O LF 6"PERFORATED / EX CS
CONNECT ROOF DRAIN TO 490' STORM STUB WITHIN
R-314604
10 5 0
SCALE: 1"=10'
10 20
7T d1
j I PERFORATED STUB (rvP) PROPOSED CONCH - I 10'Lx2'Wx2'D GRAVEL -
TOP 484.30 - -
8" ADS fE 481.68 (;W ?IF • g°R $ ta4 yr
I / r I ORNE/WALK - I TRENCH (rvP) 112" CONC. IE 481.32
10 LF 6" PERFORATED i ,- ! :I .
J:
I 12" LCPE IE 481.32 (W) .M1 pl W 'Ti i 1'
I Y STORM STUB WITHIN I 489.90 r ry 489.901 I
NEEX
TOP 488.75
W TOP 488.00
I ~
10'Lx2'Wx2'D GRAVEL (
Ir
yI
TRENCH (rvP) I o I i iJ // / _ MR D6RRiuluhTclA1
7 /
I q . EX TOE 485.751 X S S S¢,_ 48 Q489.66
2'WIDE STRIP _t l OF CRUSHED/ SOLO #1 480
I
ROCK i - / / TOP486.00 / I m 1% 0°I0Gl
488.86 ( 6"IE483.00 I bY5, 1pJg`3 , 1. TBC 484.8
r 484.8 j
78 LF, 6 PVC PIPE, S=3.8%
TBC 484.5.
ti pq 489.95.'GB 486.00 1 I
491.48 2.4% 490.71 l 2.4°/u G84B9.60 6:2% 487.86•. / 6.2% o * 484.6
I - 491 48 • \ 490.71 1- - - 489.96 - GB 489.60 48286 F - - 1
M]I{-.\I'o •GB 486.00 I I { `2 NEW TYPE 1 CONCRETE.
L DRIVEWAY ENTRANCE
PER WSDOT STD PLAN
F-80.10-02. SEE SHEET C3.0
1 I TBC 484.9
1 `-___- _._78.03___ .c, _J__
i`- ___ 78 3'_ /
485.0
I
1
N8954'33"E / 168.06' I /
I ..i'Y N89°54'33"E 40,01'. I,
I ` / T l TBC 486.4.
I I
4855
10' UTILITY EASEMENT FOR Jwz- : / I g .
SODS CREEK SEWER & WATER PROPOSED SEWER LINE 20' ACCESS & UTILITY EASEMENT
DISTRICT TO BE RECORDED (SEE APPROVED SOOS TO BE RECORDED WITH SHORT PLAT I IPROPOSEDSSMH1261-5 / CB #1, TYPE 1 (PRIVATE) - -
WITH SHORT PLAT __ / CREEK SEWER PLANS)
TYPE I-48 / W/VANED GRATE TWO (2) NEW WATERSERVICES
SEE APPROVED SODS / 12' PROPOSED SHARED TOP 485.95 - CONTRACTOR TO COORDINATE WITH
12'PROPOSED CREEK SEWER PLANS) ASPHALT DRIVE I / 6' PVC IE 482.4 (IN -W) SODS CREEK UTILITY DISTRICT
ASPHALT DRIVE / 12" LCPE IE 481.9 (OUT -E) \' I
IM)Cft_Ifi NORTH ( K
ImaT 1°aTu owu
1O71WiNORTH
REMOVE/CUT DISTANCE TRI
ANGLE
SO
VEGAN
Ixwv uanl nr•Ese 500' LEFT TURN SITE
WITHIN SITE DISTANCE TRIANGLE A VEGETATIONIllb-vul I DISTANCE TRIA
BLE
I I IS NO HIGHER THAN 3 FEET ABOVE ADJACENT
SEE SITE DISTANCE TABLE I I ROAD GRADE. APPROVAL FROM RENTON
ON THIS SHEET OWNSGRL , I I 4Q I RAND PROPERTY OWNERS AS NECESSARY
CITY OF RENTON
suN°Tln BEYLER CONSULT. rvr:
1"=zo'
APPROVED BY: DATE:
BML3MYLARSBML08/13/14
2 REVISED PER CITYOF RENTON COMMENTS, DATED 06/16/2014 BML 06/22/14 IAp
1 REVISED PER CRI' OF RENTON COMMENTS, DATED 06/12/2014 BML 06/27/14 cl<ciclup. BML M My seuc
r rar aE ulal
NO. REVISION BY DATE APPR rRmm: LCB
1O LF 6"PERFORATED / EX CS
CONNECT ROOF DRAIN TO 490' STORM STUB WITHIN
R-314604
10 5 0
SCALE: 1"=10'
10 20
7T d1
j I PERFORATED STUB (rvP) PROPOSED CONCH - I 10'Lx2'Wx2'D GRAVEL -
TOP 484.30 - -
8" ADS fE 481.68 (;W ?IF • g°R $ ta4 yr
I / r I ORNE/WALK - I TRENCH (rvP) 112" CONC. IE 481.32
10 LF 6" PERFORATED i ,- ! :I .
J:
I 12" LCPE IE 481.32 (W) .M1 pl W 'Ti i1'
I Y STORM STUB WITHIN I 489.90 r ry 489.901 I
NEEX
TOP 488.75
W TOP 488.00
I ~
10'Lx2'Wx2'D GRAVEL (
Ir
yI
TRENCH (rvP) I o I i iJ // / _ MR D6RRiuluhTclA1
7 /
I q . EX TOE 485.751X S S S¢,_ 48 Q489.66
2'WIDE STRIP _t l OF CRUSHED/ SOLO #1 480
I
ROCK i - / / TOP486.00 / I m 1% 0°I0Gl
488.86 ( 6"IE483.00 I bY5, 1pJg`3 , 1. TBC 484.8
r 484.8 j
78 LF, 6 PVC PIPE, S=3.8%
TBC 484.5.
ti pq 489.95.'GB 486.00 1 I
491.48 2.4% 490.71 l 2.4°/u G84B9.60 6:2% 487.86•. / 6.2% o * 484.6
I - 491 48 • \ 490.71 1- - - 489.96 - GB 489.60 48286 F - - 1
M]I{-.\I'o •GB 486.00 I I { `2 NEW TYPE 1 CONCRETE.
L DRIVEWAY ENTRANCE
PER WSDOT STD PLAN
F-80.10-02. SEE SHEET C3.0
1 I TBC 484.9
1 `-___- _._78.03___ .c, _J__
i`- ___ 78 3'_ /
485.0
I
1
N8954'33"E / 168.06' I /
I ..i'Y N89°54'33"E 40,01'. I,
I ` / T l TBC 486.4.
I I
4855
10' UTILITY EASEMENT FOR Jwz- : / I g .
SODS CREEK SEWER & WATER PROPOSED SEWER LINE 20' ACCESS & UTILITY EASEMENT
DISTRICT TO BE RECORDED (SEE APPROVED SOOS TO BE RECORDED WITH SHORT PLAT I IPROPOSEDSSMH1261-5 / CB #1, TYPE 1 (PRIVATE) - -
WITH SHORT PLAT __ / CREEK SEWER PLANS)
TYPE I-48 / W/VANED GRATE TWO (2) NEW WATERSERVICES
SEE APPROVED SODS / 12' PROPOSED SHARED TOP 485.95 - CONTRACTOR TO COORDINATE WITH
12'PROPOSED CREEK SEWER PLANS) ASPHALT DRIVE I / 6' PVC IE 482.4 (IN -W) SODS CREEK UTILITY DISTRICT
ASPHALT DRIVE / 12" LCPE IE 481.9 (OUT -E) \' I
IM)Cft_Ifi NORTH ( K
ImaT 1°aTu owu
1O71WiNORTH
REMOVE/CUT DISTANCE TRI
ANGLE
SO
VEGAN
Ixwv uanl nr•Ese 500' LEFT TURN SITE
WITHIN SITE DISTANCE TRIANGLE A VEGETATIONIllb-vul I DISTANCE TRIA
BLE
I I IS NO HIGHER THAN 3 FEET ABOVE ADJACENT
SEE SITE DISTANCE TABLE I I ROAD GRADE. APPROVAL FROM RENTON
ON THIS SHEET OWNSGRL , I I 4Q I RAND PROPERTY OWNERS AS NECESSARY
wxrcx x.w Ivm
CITY OF
RENTON
DATUM
Planning/Building/Public Works Dept.
PAVEMENT RESTORATION SHALL SEAS PER THE CITY OF
RENTON STREET OVERLAY AND STANDARD TRENCH
RESTORATION FOR WORK ON BOTH SE 187TH STAND ANY
WORK IMPACTING 108TH AVE SE
SOURCE: CITY OF RENTON AMENDMENTS TO THE KING CO SWDM, REFERENCE 7.8
1. THESE PLANS ARE APPROVED FOR STANDARD ROAD
AND DRAINAGE IMPROVEMENTS ONLY. PLANS FOR
STRUCTURES SUCH AS BRIDGES, VAULTS, AND
RETAINING WALLS REQUIRE A SEPARATE REVIEW AND
APPROVAL BY THE CITY PRIOR TO CONSTRUCTION.
2. ROCKERIES ARE CONSIDERED TO BE A METHOD OF
BANK STABILIZATION AND EROSION CONTROL.
ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE
AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD
RIGHT-OF-WAY SHALL BE CONSTRUCTED IN
ACCORDANCE WITH CITY STANDARDS. ROCKERIES
OUTSIDE OF ROAD RIGHT-OF-WAY SHALL BE
CONSTRUCTED IN ACCORDANCE WITH THE
INTERNATIONAL BUILDING CODE.
ALL FOOTING WALLS SHALL BE PROVIDED WITH A DRAIN
AT THE BASE OF THE FOOTING ELEVATION. DRAINS
SHOULD CONSIST OF RIGID PVC PIPE SURROUNDED BY
WASHED PEA GRAVEL. THE LEVEL OF THE PERFORATIONS
IN THE PIPE SHOULD BE SET AT OR SLIGHTLY BELOW THE
BOTTOM OF THE FOOTING AND THE DRAINS SHOULD BE
CONSTRUCTED WITH SUFFICIENT GRADIENT TO ALLOW
GRAVITY DISCHARGE AWAY FROM THE BUILDING.
BASIS OF BEARINGS
PLAT OF VISTA HILLS. THE MONUMENT LINE OF SE 186TH
STREET FROM 107TH AVENUE SE TO 108TH AVENUE SE IS
NORTH 89°38'54" EAST.
VERTICAL DATUM
NAVD 88. THE ELEVATION OF THE BRASS DISK SETAS
KING COUNTY F-8 NEAR RESIDENCE 18814 108TH AVENUE
SOUTHEAST IS 486.860
CITY OF RENTON
suN°TlnBEYLER CONSULT. rvr:
1"=zo'
APPROVED BY: DATE:
BML3MYLARSBML08/13/14
2 REVISED PER CITYOF RENTON COMMENTS, DATED 06/16/2014 BML 06/22/14 IAp
1 REVISED PER CRI' OF RENTON COMMENTS, DATED 06/12/2014 BML 06/27/14 cl<ciclup. BML M My seuc
r rar aE ulal
NO. REVISION BY DATE APPR rRmm: LCB
wxrcx x.w Ivm
CITY OF
RENTON
DATUM
Planning/Building/Public Works Dept.
PAVEMENT RESTORATION SHALL SEAS PER THE CITY OF
RENTON STREET OVERLAY AND STANDARD TRENCH
RESTORATION FOR WORK ON BOTH SE 187TH STAND ANY
WORK IMPACTING 108TH AVE SE
SOURCE: CITY OF RENTON AMENDMENTS TO THE KING CO SWDM, REFERENCE 7.8
1. THESE PLANS ARE APPROVED FOR STANDARD ROAD
AND DRAINAGE IMPROVEMENTS ONLY. PLANS FOR
STRUCTURES SUCH AS BRIDGES, VAULTS, AND
RETAINING WALLS REQUIRE A SEPARATE REVIEW AND
APPROVAL BY THE CITY PRIOR TO CONSTRUCTION.
2. ROCKERIES ARE CONSIDERED TO BE A METHOD OF
BANK STABILIZATION AND EROSION CONTROL.
ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE
AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD
RIGHT-OF-WAY SHALL BE CONSTRUCTED IN
ACCORDANCE WITH CITY STANDARDS. ROCKERIES
OUTSIDE OF ROAD RIGHT-OF-WAY SHALL BE
CONSTRUCTED IN ACCORDANCE WITH THE
INTERNATIONAL BUILDING CODE.
ALL FOOTING WALLS SHALL BE PROVIDED WITH A DRAIN
AT THE BASE OF THE FOOTING ELEVATION. DRAINS
SHOULD CONSIST OF RIGID PVC PIPE SURROUNDED BY
WASHED PEA GRAVEL. THE LEVEL OF THE PERFORATIONS
IN THE PIPE SHOULD BE SET AT OR SLIGHTLY BELOW THE
BOTTOM OF THE FOOTING AND THE DRAINS SHOULD BE
CONSTRUCTED WITH SUFFICIENT GRADIENT TO ALLOW
GRAVITY DISCHARGE AWAY FROM THE BUILDING.
BASIS OF BEARINGS
PLAT OF VISTA HILLS. THE MONUMENT LINE OF SE 186TH
STREET FROM 107TH AVENUE SE TO 108TH AVENUE SE IS
NORTH 89°38'54" EAST.
VERTICAL DATUM
NAVD 88. THE ELEVATION OF THE BRASS DISK SETAS
KING COUNTY F-8 NEAR RESIDENCE 18814 108TH AVENUE
SOUTHEAST IS 486.860
ME
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CITY OF RENTON
Q , _--
APPROVED BY: DATE:AM-n-
APPROVED BY: DATE:
APPROVED BY: DATE:
APPROVED BY: DATE:
MELROSE SHORT PLAT
wre
5/6/2014
CONSTRUCTION PLANS NA
U14002532 NA
GRADING, DRAINAGE, & PAVING PLAN C4
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