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EX DETACHED
GARAGE
V
3" HMA CL 1/2" -
(PG 64-22)
2 1/2" CSTC
F
s
+05 us 10
F j
Ff '
SEWER
STUB (TYP)
f i
t
•yi
10' UTILITY EASEMENT FOR
SODS CREEK SEWER & WATER
DISTRICT TO BE RECORDED
WITH SHORT PLAT
Ill- 5" CSBC PROPOSED 6" ROOF
COLLECTOR PIPE
COMPACT SUBGRADE TO
ACHIEVE 95% OF MAXIMUM
DENSITY STANDARD PROCTOR.
12' PROPOSED
ASPHALT DRIVE
LOT 1 SECTION VIEW
SCALE: N. T. S.
491
1:��3 garI f A VI;;�
ROW PL ROW
CL
-521
5' SIDEWALK
VL I./1 l.PY 11VIY
I
2.7' 14.6'
SEE
PLAN 9.0%
SEE DETAIL 1 FOR -' DEPRESSED R�
DRIVEWAY SECTION CURB &
GUTTER
NEW TYPE 1 CONCRETE
DRIVEWAY ENTRANCE
PER WSDOT STD PLAN
F-80.10-02
2 PUBLIC ACCESS PROFILE
C4 SCALE: 1 "=20'
i" (.-.'ON 1-C%UR
(TYP7
3 MYLARS
2 REVISED PER CITY OF RENTON COMMENTS, DATED 06/16/2014
1 REVISED PER CITY OF RENTON COMMENTS, DATED 0611212014
NO. REVISION
EX .5' CONC:'
SIDEWALK
SURVEYED: SCALE:
BEYLER CONSULT.
1 "=20'
DESIGNED:
BML 08/13/14 BML
BML 06/22/14 DRAWN.
JAP ONE RICH
BML 06/27/14 CHECKED:
BML AT FULL SCALE
IF NOT ONE INCH
BY DATE AP P R A"ROVE : SCALE ACCOMINGIY
LCB
AS-ROIL)awwwwo
7:.
/� 57 .
i
J
LOT BMP
% f
!i �-a"• 'i
105.5' LOT 1
z
Z
2 REDUCED FOOTPRINT
823 SF
LIMIT IMPERVIOUS AREA TO 3,177 SF
Imo- I
W
I ti
aI
20' ACCESS &
?
�
I n.
o
a
UTILITY EASEMENT
w
TIE INTO EXISTING
a
1'
- 6'
12' SHARED
I U*)
GRADE (TYP)
1 SHOULDER
ACCESS DRIVE
W
I Z
S
�
PROPOSED r EX GRADE PROPOSED
o
W
CONC. DRIVE SINGLE FAMILY
z
RESIDENCE
I
F. F. - 490.0' I
VARIES%
%\% '�%��`%r';•
VARIES-.� VIES
�\/
V
3" HMA CL 1/2" -
(PG 64-22)
2 1/2" CSTC
F
s
+05 us 10
F j
Ff '
SEWER
STUB (TYP)
f i
t
•yi
10' UTILITY EASEMENT FOR
SODS CREEK SEWER & WATER
DISTRICT TO BE RECORDED
WITH SHORT PLAT
Ill- 5" CSBC PROPOSED 6" ROOF
COLLECTOR PIPE
COMPACT SUBGRADE TO
ACHIEVE 95% OF MAXIMUM
DENSITY STANDARD PROCTOR.
12' PROPOSED
ASPHALT DRIVE
LOT 1 SECTION VIEW
SCALE: N. T. S.
491
1:��3 garI f A VI;;�
ROW PL ROW
CL
-521
5' SIDEWALK
VL I./1 l.PY 11VIY
I
2.7' 14.6'
SEE
PLAN 9.0%
SEE DETAIL 1 FOR -' DEPRESSED R�
DRIVEWAY SECTION CURB &
GUTTER
NEW TYPE 1 CONCRETE
DRIVEWAY ENTRANCE
PER WSDOT STD PLAN
F-80.10-02
2 PUBLIC ACCESS PROFILE
C4 SCALE: 1 "=20'
i" (.-.'ON 1-C%UR
(TYP7
3 MYLARS
2 REVISED PER CITY OF RENTON COMMENTS, DATED 06/16/2014
1 REVISED PER CITY OF RENTON COMMENTS, DATED 0611212014
NO. REVISION
EX .5' CONC:'
SIDEWALK
SURVEYED: SCALE:
BEYLER CONSULT.
1 "=20'
DESIGNED:
BML 08/13/14 BML
BML 06/22/14 DRAWN.
JAP ONE RICH
BML 06/27/14 CHECKED:
BML AT FULL SCALE
IF NOT ONE INCH
BY DATE AP P R A"ROVE : SCALE ACCOMINGIY
LCB
AS-ROIL)awwwwo
7:.
/� 57 .
i
J
LOT BMP
% f
!i �-a"• 'i
1 REDUCED FOOTPRINT
SHEET FLOW DISPERSION
� a� i
LIMIT IMPERVIOUS AREA TO 3,325 SF
SHEET FLOW THROUGH GRAVEL FOR PORTION OF DRIVEWAY
I�
1
N89054'33"E 40.01' i
xx
EX TOE 483.00 ?
,t
1
10 5 0 10 20
m- -,
SCALE: 1" = 10'
STORMWATER BMP
LOT BMP
AREA
NOTES
1 REDUCED FOOTPRINT
SHEET FLOW DISPERSION
675 SF
150 SF
LIMIT IMPERVIOUS AREA TO 3,325 SF
SHEET FLOW THROUGH GRAVEL FOR PORTION OF DRIVEWAY
2 REDUCED FOOTPRINT
823 SF
LIMIT IMPERVIOUS AREA TO 3,177 SF
12' RIGHT OF WAY
DEDICATION i
i
- EX TOP 489.00 e3
NEW TOP 488.09' 1 1
EX TOE 483.5
� E
U4
1 I l`w�(
i ? i Lill U
f ,.I
REMOVE TOP ROCKS OF i W , m
i 1: RETAINING WALL TO
ELEVATION SHOWN ON THE
PLANS TO INCREASE SITE I a ?00
i ? DISTANCE VISIBILITY ^�
�- EX TOP 489.20 I I
NEW TOP 4809.$9 �.
EX TOE 484.75 ? j
E -V CB
TOP 484-30
' ADS .IE 4 y 1.68 (_`AL1%
, !F c . Bid* 8; j LOII11 w�
IL
/ I / z„ CONC. If,
NIew ��'. t-�GP� C.a.�„►
12 LCPE IE 484-.3� (W) S 1
i d
_.__. s verea IAWTX'.0J
..._.
f • i TBC 484.8 ( I
484.9
?
TBC 484.5
484.6
NEW TYPE 1 CONCRETE
_._ DRIVEWAY ENTRANCE
PER WSDOT STD PLAN ?
f F-80.10-02. SEE SHEET C3.0 I
f TBC 484.9
485.0 ? j
�-- - I ►
N89 °54'33 "E 40.01 '
i
E
TBC 485.4 j
485.5
?
i
I�
EE I
' TWO (2) NEW WATER SERVICES ?
CONTRACTOR TO COORDINATE WITH ?
SOOS CREEK UTILITY DISTRICT ? ;
I �
REMOVE/CUT BACK HEIGHT OF VEGETATION
J: ` WITHIN SITE DISTANCE TRIANGLE SO VEGETATION
f ! IS NO HIGHER THAN 3 FEET ABOVE ADJACENT
ROAD GRADE. OBTAIN APPROVAL FROM RENTON I
;•i � I
U 3 �AND PROPERTY OWNERS AS NECESSARY
VERTICAL: NAVD 19M
HORIZONTAL: NAD 1983/1991
DATUM
CITY OF
RENTON
Planning/Building/Public Works Dept.
b
PAVEMENT RESTORATION SHALL BE AS 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 89038'54" EAST.
--------------------------------------
--------------------------------------
VERTICAL DATUM
NA VD 88. THE ELEVATION OF THE BRASS DISK SET AS
KING COUNTY F-8 NEAR RESIDENCE 18814 108TH AVENUE
SOUTHEAST IS 486.860
CITY OF RENTON
APPROVED BY: DATE: B' •�!9
APPROVED BY:
APPROVED BY:
APPROVED BY:
MELROSE SHORT PLAT
CONSTRUCTION PLANS
U14002532
GRADING, DRAINAGE, & PAVING PLAN
UA
DATE:
DATE:
DATE:
DATE:
5/6/2014
FIELDOOM: NA
PAGE: NA
DRAWING NO:
C4
SHEET: OF:
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