HomeMy WebLinkAboutR-374604r
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2
3" HMA CL 1/2" -
(PG 64-22)
2 1/2" C57C
ROW PL
12' RDW
DEDICATION
I
2.7'
SEE
5'SIDEWALK
- _ SEE DETAIL 1 FOR J DEPRESSED -J �- EXISTING
DRIVEWAY SECTION CURB 8 ROADWAY
GUTTER
NEW TYPE 1 CONCRETE
DRIVEWAY ENTRANCE
PER WSDOT STD PLAN
F-80.10-02
i�1 PUBLIC ACCESS PROFILE
C4 SCALE: 1"=20'
L 5" CSBC ` PROPOSED 6"ROOF
COLLECTOR PIPE
COMPACT SUBGRADE TO
ACHIEVE 95% OF MAXIMUMLOT 1 SECTION VIEW
DENSITY STANDARD PROCTOR. �� \
C4 SCALE: N.T.S. EX CONTOUR
�..
(TYP)
1 -% - -
��1--------491.-
/ BUILDING
LOT 2 / LINE (TYP)
(8,232 SF t)
:I L SDCO / ROOF DOWNSPOUT (TYP)
ROOF DOWNSPOUT (TYP) ) \ \ (TYP)
__________ __ ______
e I 4"PVC ROOF DRAINPIPE I I
/ / I "N\ I @ S= 1.0% MIN. (TYP) I /
I I
EX DETACHED I PROPOSED
GARAGE I I SINGLE FAMILY
1 RESIDENCE
mI I
FF. 491.5' I e
SSCO I I /p
(TMP) / I 490.00
I ( I 491.50 491.50
11.\HOLD IIOD4E I I
I
7s.o3• �. �
LOT
(8,232 SF t)
1
�I
PROPOSED I
SINGLE FAMILY I
RESIDENCE '
F.F.=490.0'
/
ROW
\ EX 5' CONC II 1
SIDEWALK
EX ROCKERY
�� INIIII5 I
°54'33"E 40.01'
EX TOP
EX TOE 483.00 4
488.00
1 382' RIGHT TURN SITE
DISTANCE TRIANGE
SEE SITE DISTANCE V 12' RIGHT OF WAY
TABLE ON THIS SHEET 1 i DEDICATION
I
\\EX i III 1 I I{Ii /
NEW OTOP 488.00 0A
I 4" PVC ROOF DRAIN PIPE
@ S= 1.0% MIN. (TYP) 1 I IIj
EX ITOE 483.5
Lu
I ^ \ U
REMOVE TOP ROCKS OF
RETAINING WALL TO
I W W I ELEVATION SHOWN ON THE u T p l
h - PLANS TO INCREASE SITE
I ry I I DISTANCE VISIBILITY
/
ON V
/ I AREA BETWEEN GRAVEL
STRIP FOR DISPERSION I /
AND EXISTING RETAINING I /
WALL SHALL BE
I
VEGETATED WITH SOD
I µI. EXI TOP 489.20
CONNECT ROOF TO
I' I NEW TOP 488.00 /
PERFORATED STUB (TYP)
`I 1 EX TOE 484.75 [�
lesalarrun°T. se I I \ / h I ]0 LF 6'! PERFORATED �� I /. r "�b•ZQP'I'
CONNECT ROOF.,, TO 0' � � \ / 1 STORM STUB WITHIN EX CB
/ 49 \ I TOP 464.30
1 I PERFORATED STUB (TVP) I PROPOSED CONC \ / ti 10'Lx2'Wx2'D GRAVEL / 8" ADS IE 481.68 (SW ? IF • 8"A 5 cW yr/
/ PROPOSED CONC / - I DRIVE/WALK I TRENCH (TYP) i
I� E \ - I 12" CONC. IE 481.32 ( [N I$ LCPt W
DRIVE/WALK -,
/,. o---_-�\i( 10 STORM PERFORATED I - .v _� ° i I I _�! .) � / ` I 12"LCPE IE 481,32(W) TIGM F i1
STORM STUB WITHIN -. 489 90 r, 489.90' EX TOP 488.75
/ I I Y 10'Lr2'Wx2 D GRAVEL ry NEW TOP 488.00
TRENCH (TYP) I .'� T .i !• _ MR INS V0rw#4w0'Tm'N�1
/ L/ ( I p8y ` EX r� 9 5. ]5/�,/��-- - SD S SI
SEWER /. / / I 489.66 /�Tm
it �plp '
STUB (TTP) / ~ - 2' WIDE STRIP SDCO #� / OF CRUSHED - - SDCO #1 qg8TOP 490.00 ROCK i TOP486.00 I /6"IE487.00 1\�'� SIE483.00 /�1`fS�SPJeJI I TBC 484.878 CF, 6 PVC PIPE, S 3.8% ,t l 484.9 /
.° r N `P"qti f -
/ \m� �
.
\ 486.0 9I II
I
III. TBC 484.5
O 4 62.% 490 2.¢% 489. 6.2%\ 8786 2, % 9.0% 484.6
491. 490.71 48996 GB 989.60 4878ry \
/_ B486NE.
IPCONCRE491.42h 0 T
E I
DRIVEWAYENTRANCE
PER WSDOT STDLAN
T peE
I ,
o -
AIp �� ------ ���` -��_ �� �� �F-80.10-OZ. SEE SHEET C3.0
` -` -�- !` _ 1 - T TBC 484.9
/ / 1 N89°5433"E - / 168.06' I I / / ..'F - - N814'33"E 40.01 .
TSC 485.4
485.5 I.
10' UTILITY EASEMENT FOR
SODS CREEK SEWER B WATER PROPOSED SEWER LINE /
I , 3
_ 20' ACCESS &UTILITY EASEMENT
DISTRICT TO BE RECORDED (SEEK SEWER SODS TO BE RECORDED WITH SHORT PLAT
1 \ CREEK SEWER PLANS PROPOSED SSMH 1261-5 / CB #1, TYPE 1 (PRIVATE)
\ WITH SHORT PLAT _ _ _ _ _ ) TYPE 1-48 / ' me W/VANED GRATE I TWO (2) NEW WATER SERVICES
\ - - 12' PROPOSED SHARED
(SEE APPROVED SODS / TOP 485.95 I CONTRACTOR TO
TI COORDINATE WITH I -
� ' CREEK SEWER PLANS ASPHALT DRIVE 6"PVC IE 482.9 IN -W 5005 CREEK UTILITY DISTRICT
12'PROPOSED ) ( )
nocrl-\s v,Da'rH
ASPHALTDRIVE i 12"LCPE IE 482.9 (OUT -E) - - I
IYM' arra AVESE DUucL\s,xm ' I I I ti I REMOVE/CUT BACK HEIGHT OF VEGETATION
xaa,o11 AV Imlo weru ave se 500' LEFT TURN SITE WITHIN SITE DISTANCE TRIANGLE SO VEGETATION
,tnws-e,w I SITE
TANCE DISTANCE A BLE I I IS NO HIGHER THAN 3 FEET ABOVE ADJACENT
ROAD GRADE. OBTAIN APPROVAL FROM R
_ SEE SITE DISTANCE TABLE
\ ON THIS SHEET I I I AND PROPERTY OWNERS AS NECESSARY ENTON
� � I
suncnn sau:
BEYLER CONSULT.CITY 0 F
omw�m 1"=20' IYJPIId1IN: wn 14lJ/loo, 'L J•L
3 MYLARS BML 08/13/14 BML .0 RENTON
2 REVISED PER CITY OF RENTON COMMENTS, DATED 06/16/2014 BML 06/22/14 ,IAp
°NE "b1 DATUM
1 REVISED PER CITY OF RENTON COMMENTS, DATED 06/12/1014 BML 06/27/14uML Mn,ly wuc Planning/Building/Public Works Dept.
F Iq! pE YIOI
NO. REVISION BY DATE APPR �"
LCR
R=374604
10 5 0 10 20
SCALE: V = 10'
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-B
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°3854" EAST.
VERTICAL DATUM
NAVD 88. THE ELEVATION OF THE BRASS DISK SET AS
KING COUNTY F-8 NEAR RESIDENCE 18814 108TH AVENUE
SOUTHEAST IS 486.860
MELROSE
CITY OF RENTON
105.5' LOT 12
`O
DATE: AM-?-WP
APPROVED BY:
DATE:
APPROVED BY:
DATE:
z l
w
2
20' ACCESS 5
z
w
o
UTILITY EASEMENT 1'
e
o
TIE INTO EXISTING I o
6'
12' SHARED h
GRADE (TYP) I
SHOULDER
ACCESS DRIVE IIS
I i
PROPOSED EX GRADE
PROPOSED
CONC. DRIVE
SINGLE FAMILYi
RESIDENCE
i
F.F.= 490.0'
I
• \7 y
`ARIES/o
VARIESVARIES
3" HMA CL 1/2" -
(PG 64-22)
2 1/2" C57C
ROW PL
12' RDW
DEDICATION
I
2.7'
SEE
5'SIDEWALK
- _ SEE DETAIL 1 FOR J DEPRESSED -J �- EXISTING
DRIVEWAY SECTION CURB 8 ROADWAY
GUTTER
NEW TYPE 1 CONCRETE
DRIVEWAY ENTRANCE
PER WSDOT STD PLAN
F-80.10-02
i�1 PUBLIC ACCESS PROFILE
C4 SCALE: 1"=20'
L 5" CSBC ` PROPOSED 6"ROOF
COLLECTOR PIPE
COMPACT SUBGRADE TO
ACHIEVE 95% OF MAXIMUMLOT 1 SECTION VIEW
DENSITY STANDARD PROCTOR. �� \
C4 SCALE: N.T.S. EX CONTOUR
�..
(TYP)
1 -% - -
��1--------491.-
/ BUILDING
LOT 2 / LINE (TYP)
(8,232 SF t)
:I L SDCO / ROOF DOWNSPOUT (TYP)
ROOF DOWNSPOUT (TYP) ) \ \ (TYP)
__________ __ ______
e I 4"PVC ROOF DRAINPIPE I I
/ / I "N\ I @ S= 1.0% MIN. (TYP) I /
I I
EX DETACHED I PROPOSED
GARAGE I I SINGLE FAMILY
1 RESIDENCE
mI I
FF. 491.5' I e
SSCO I I /p
(TMP) / I 490.00
I ( I 491.50 491.50
11.\HOLD IIOD4E I I
I
7s.o3• �. �
LOT
(8,232 SF t)
1
�I
PROPOSED I
SINGLE FAMILY I
RESIDENCE '
F.F.=490.0'
/
ROW
\ EX 5' CONC II 1
SIDEWALK
EX ROCKERY
�� INIIII5 I
°54'33"E 40.01'
EX TOP
EX TOE 483.00 4
488.00
1 382' RIGHT TURN SITE
DISTANCE TRIANGE
SEE SITE DISTANCE V 12' RIGHT OF WAY
TABLE ON THIS SHEET 1 i DEDICATION
I
\\EX i III 1 I I{Ii /
NEW OTOP 488.00 0A
I 4" PVC ROOF DRAIN PIPE
@ S= 1.0% MIN. (TYP) 1 I IIj
EX ITOE 483.5
Lu
I ^ \ U
REMOVE TOP ROCKS OF
RETAINING WALL TO
I W W I ELEVATION SHOWN ON THE u T p l
h - PLANS TO INCREASE SITE
I ry I I DISTANCE VISIBILITY
/
ON V
/ I AREA BETWEEN GRAVEL
STRIP FOR DISPERSION I /
AND EXISTING RETAINING I /
WALL SHALL BE
I
VEGETATED WITH SOD
I µI. EXI TOP 489.20
CONNECT ROOF TO
I' I NEW TOP 488.00 /
PERFORATED STUB (TYP)
`I 1 EX TOE 484.75 [�
lesalarrun°T. se I I \ / h I ]0 LF 6'! PERFORATED �� I /. r "�b•ZQP'I'
CONNECT ROOF.,, TO 0' � � \ / 1 STORM STUB WITHIN EX CB
/ 49 \ I TOP 464.30
1 I PERFORATED STUB (TVP) I PROPOSED CONC \ / ti 10'Lx2'Wx2'D GRAVEL / 8" ADS IE 481.68 (SW ? IF • 8"A 5 cW yr/
/ PROPOSED CONC / - I DRIVE/WALK I TRENCH (TYP) i
I� E \ - I 12" CONC. IE 481.32 ( [N I$ LCPt W
DRIVE/WALK -,
/,. o---_-�\i( 10 STORM PERFORATED I - .v _� ° i I I _�! .) � / ` I 12"LCPE IE 481,32(W) TIGM F i1
STORM STUB WITHIN -. 489 90 r, 489.90' EX TOP 488.75
/ I I Y 10'Lr2'Wx2 D GRAVEL ry NEW TOP 488.00
TRENCH (TYP) I .'� T .i !• _ MR INS V0rw#4w0'Tm'N�1
/ L/ ( I p8y ` EX r� 9 5. ]5/�,/��-- - SD S SI
SEWER /. / / I 489.66 /�Tm
it �plp '
STUB (TTP) / ~ - 2' WIDE STRIP SDCO #� / OF CRUSHED - - SDCO #1 qg8TOP 490.00 ROCK i TOP486.00 I /6"IE487.00 1\�'� SIE483.00 /�1`fS�SPJeJI I TBC 484.878 CF, 6 PVC PIPE, S 3.8% ,t l 484.9 /
.° r N `P"qti f -
/ \m� �
.
\ 486.0 9I II
I
III. TBC 484.5
O 4 62.% 490 2.¢% 489. 6.2%\ 8786 2, % 9.0% 484.6
491. 490.71 48996 GB 989.60 4878ry \
/_ B486NE.
IPCONCRE491.42h 0 T
E I
DRIVEWAYENTRANCE
PER WSDOT STDLAN
T peE
I ,
o -
AIp �� ------ ���` -��_ �� �� �F-80.10-OZ. SEE SHEET C3.0
` -` -�- !` _ 1 - T TBC 484.9
/ / 1 N89°5433"E - / 168.06' I I / / ..'F - - N814'33"E 40.01 .
TSC 485.4
485.5 I.
10' UTILITY EASEMENT FOR
SODS CREEK SEWER B WATER PROPOSED SEWER LINE /
I , 3
_ 20' ACCESS &UTILITY EASEMENT
DISTRICT TO BE RECORDED (SEEK SEWER SODS TO BE RECORDED WITH SHORT PLAT
1 \ CREEK SEWER PLANS PROPOSED SSMH 1261-5 / CB #1, TYPE 1 (PRIVATE)
\ WITH SHORT PLAT _ _ _ _ _ ) TYPE 1-48 / ' me W/VANED GRATE I TWO (2) NEW WATER SERVICES
\ - - 12' PROPOSED SHARED
(SEE APPROVED SODS / TOP 485.95 I CONTRACTOR TO
TI COORDINATE WITH I -
� ' CREEK SEWER PLANS ASPHALT DRIVE 6"PVC IE 482.9 IN -W 5005 CREEK UTILITY DISTRICT
12'PROPOSED ) ( )
nocrl-\s v,Da'rH
ASPHALTDRIVE i 12"LCPE IE 482.9 (OUT -E) - - I
IYM' arra AVESE DUucL\s,xm ' I I I ti I REMOVE/CUT BACK HEIGHT OF VEGETATION
xaa,o11 AV Imlo weru ave se 500' LEFT TURN SITE WITHIN SITE DISTANCE TRIANGLE SO VEGETATION
,tnws-e,w I SITE
TANCE DISTANCE A BLE I I IS NO HIGHER THAN 3 FEET ABOVE ADJACENT
ROAD GRADE. OBTAIN APPROVAL FROM R
_ SEE SITE DISTANCE TABLE
\ ON THIS SHEET I I I AND PROPERTY OWNERS AS NECESSARY ENTON
� � I
suncnn sau:
BEYLER CONSULT.CITY 0 F
omw�m 1"=20' IYJPIId1IN: wn 14lJ/loo, 'L J•L
3 MYLARS BML 08/13/14 BML .0 RENTON
2 REVISED PER CITY OF RENTON COMMENTS, DATED 06/16/2014 BML 06/22/14 ,IAp
°NE "b1 DATUM
1 REVISED PER CITY OF RENTON COMMENTS, DATED 06/12/1014 BML 06/27/14uML Mn,ly wuc Planning/Building/Public Works Dept.
F Iq! pE YIOI
NO. REVISION BY DATE APPR �"
LCR
R=374604
10 5 0 10 20
SCALE: V = 10'
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-B
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°3854" EAST.
VERTICAL DATUM
NAVD 88. THE ELEVATION OF THE BRASS DISK SET AS
KING COUNTY F-8 NEAR RESIDENCE 18814 108TH AVENUE
SOUTHEAST IS 486.860
MELROSE
CITY OF RENTON
APPROVED BY:
`O
DATE: AM-?-WP
APPROVED BY:
DATE:
APPROVED BY:
DATE:
APPROVED BY:
DATE:
--F--
e
MELROSE SHORT PLAT 5/6/2014
CONSTRUCTION PLANS ""°°°`NA
U14002532 NA
GRADING, DRAINAGE, & PAVING PLAN C4
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