HomeMy WebLinkAboutR-371716a
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NE 1/4 OF SE 1/4 OF SEC. 32, TWP. 23N., RGE. 5E., W.M.
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GRAPHIC SCALE NAVD ss
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W TOP OF FOUND CONCRETE MONUMENT AT THE S.E. CORNER OF SECTION 32
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SECTION A—A
NOTES
1.
SEE SEC. 3.02 FOR SIDEWALK WIDTHS.
2.
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3.
SHOULDER SHALL BE SURFACED AS REQUIRED BY SECS. 3.07 AND 4.01.
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2007 KCRS FIG 3-014
CONCRETE SIDEWALK TO ASPHALT
SHOULDER TRANSITION
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SURVEYED:
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10+00 11+00 PROFILE - 116TH AVE SE 12+00
NOTE
THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES IS SHOWN
HAGENSON IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL
DETERMINE THE EXACT LOCATION OF ALL EXISTING U11UTIES
BEFORE COMMENCING WORK. CONTRACTOR AGREES
LL
TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES
C AND PRICHMIESERVE ANYGHT BE AANDNALLBUNDERGROUND UTILITIES.Y HIS FAILURE TO �Y LOCATE
CONSULTANTS,CIVIL ENGINEERING & LAND DEVELOPMENT CONSULTANTS '
6484 -48TH AVE SW Seattle WA 98126 CALL 48 HOURS
phone 206 938-6168 fax 206.938-7645 BEFORE YOU DIG
email H. Hagen son@COMCAST. NET
A 0AA IO%I CCCC
�A_ I
ONAL.
EXPIRES 11 /15/16
5
5 AS—BUILT HEH
4 REVISED FOR 8 PLANTERS HEH
3 ADDED DETAIL HEH
2 REVISED PER 8/16/13 CITY COMMENTS HEH
1 INITIAL PERMIT SUBMITTAL HEH
NO. I REVISION I BY
GONG R��S
N� `I
5
2.0' MIN FOR TRUNCATED
DOME SECTION PVMT. TEXTURE
CEMENT CONCRETE
SIDEWALK AND RAMP
s'
M//v
NS/T/off, ooNc
CONSTRUCTION NOTES
(I)CONSTRUCT CEMENT CONCRETE CURB AND GUTTER PER CITY OF RENTON STANDARD PLAN F004.5
(�)CONSTRUCT ROADWAY PER PROFILES AND STREET SECTIONS.
QSEE SHEET C7 FOR STORM SEWER CONSTRUCTION.
__0.5'____ 5'
MATCH EXISTING OR
PROPOSED SURFACE
ASPHALT CONCRETE
SHOULDER
SECTION A—A
NOTES
1.
SEE SEC. 3.02 FOR SIDEWALK WIDTHS.
2.
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3.
SHOULDER SHALL BE SURFACED AS REQUIRED BY SECS. 3.07 AND 4.01.
PAVED SHOULDER SLOPE SHALL MATCH CROWN SLOPE OR 0.02 FT./FT.
4.
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RAMP SHALL BE TEXTURED USING TRUNCATED DOME PATTERN. (SEE FIG. 3-011.)
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2007 KCRS FIG 3-014
CONCRETE SIDEWALK TO ASPHALT
SHOULDER TRANSITION
)/9/14
SURVEYED:
SCALE:
VERTICAL: NAVD 1988
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10+00 11+00 PROFILE - 116TH AVE SE 12+00
NOTE
THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES IS SHOWN
HAGENSON IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL
DETERMINE THE EXACT LOCATION OF ALL EXISTING U11UTIES
BEFORE COMMENCING WORK. CONTRACTOR AGREES
LL
TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES
C AND PRICHMIESERVE ANYGHT BE AANDNALLBUNDERGROUND UTILITIES.Y HIS FAILURE TO �Y LOCATE
CONSULTANTS,CIVIL ENGINEERING & LAND DEVELOPMENT CONSULTANTS '
6484 -48TH AVE SW Seattle WA 98126 CALL 48 HOURS
phone 206 938-6168 fax 206.938-7645 BEFORE YOU DIG
email H. Hagen son@COMCAST. NET
A 0AA IO%I CCCC
�A_ I
ONAL.
EXPIRES 11 /15/16
5
5 AS—BUILT HEH
4 REVISED FOR 8 PLANTERS HEH
3 ADDED DETAIL HEH
2 REVISED PER 8/16/13 CITY COMMENTS HEH
1 INITIAL PERMIT SUBMITTAL HEH
NO. I REVISION I BY
GONG R��S
N� `I
5
2.0' MIN FOR TRUNCATED
DOME SECTION PVMT. TEXTURE
CEMENT CONCRETE
SIDEWALK AND RAMP
s'
M//v
NS/T/off, ooNc
CONSTRUCTION NOTES
(I)CONSTRUCT CEMENT CONCRETE CURB AND GUTTER PER CITY OF RENTON STANDARD PLAN F004.5
(�)CONSTRUCT ROADWAY PER PROFILES AND STREET SECTIONS.
QSEE SHEET C7 FOR STORM SEWER CONSTRUCTION.
__0.5'____ 5'
MATCH EXISTING OR
PROPOSED SURFACE
ASPHALT CONCRETE
SHOULDER
b UWMtU WWAUI% Iw U.Mbt
TYPICAL CROSS SECTION
NOT TO SCALE 116TH AVE SE
DEUA/ALK RAMP TYPE 3A
PLAN
NOTES:
1. Avoid placing drainage structures, junction boxes or
ether obstructions in front of ramp access areas.
Detectable warning patterns may be created by any
method that will achieve the truncated dome dimenSIOnS
and spacing shown. The d-etectoble wcIrning pattern area
shall be yellow, in compliance with Std. Spec. 8-14.3(3
3_ Curb and qutter shown, see the Contract Plans for the
curb design specified. See Std. Plan F-1 for curb details.
4_ See Std. Plan E—J for side-wolk joint placement and
details.
�j. Pump dopes shall not be steeper than 12 -H. -IV.
R-371116
/19/14 un
1 "=20' HORIZONTAL NAD 1883/1991 Jk CITY OF
DESIGNED:
/5/1 HEH RENTON
7-3-o/13 DRAWN: HEH
ONE INCH DATUM
71-/13 CHECKED: AT FULL SCALE Planning/Building/Public Works Dept.
HEH IF NOT ONE INCH
DATE AP P R APPROVED: SCALE ACCORDIINMY
HEH
SEE CONTRACT FOR
CURB RE7URN RADIUS
ISOMETFIC VIEW
SIDEWALK RAMP
TYPES 3A, 3B, 3C, & 3D
Sheet 1 of 6
Ly ADOPTED
CITY OF RENTON
t t
STANDARD PLANS
LST DATE: 04/04
QWG. NAME: F012 SP PAGE: F01
DATE:
116TH SE PLAN & PROFILE 5/1/13
LAKESIDE FAIRWOOD PLAT RELDBOW
PAGE:
18621 - 116TH AVE SE DRAMA VG N0:
RENTON, WASHINGTON C6
LAKESIDE INVESTMENTS, LLC '�� s M13
A -(:� '. 6 -0 "7,/ 7 '/ 6 1A IN N NINIAIA
SECTION A—A
NOTES
1.
SEE SEC. 3.02 FOR SIDEWALK WIDTHS.
2.
SEE SECS. 2.02 AND 2.03 FOR PAVEMENT AND SHOULDER WIDTHS.
3.
SHOULDER SHALL BE SURFACED AS REQUIRED BY SECS. 3.07 AND 4.01.
PAVED SHOULDER SLOPE SHALL MATCH CROWN SLOPE OR 0.02 FT./FT.
4.
SEE FIG. 3-001 FOR CURB AND SIDEWALK JOINTS.
50
RAMP SHALL BE TEXTURED USING TRUNCATED DOME PATTERN. (SEE FIG. 3-011.)
DETECTABLE WEARING PATTERN SHALL BE YELLOW IN COMPLIANCE WITH
WSDOT STANDARD SPECIFICATIONS 8-14.3(3)
6.
THIS DETAIL APPLIES TO ROLLED AND VERTICAL CURB ROADWAYS.
2007 KCRS FIG 3-014
CONCRETE SIDEWALK TO ASPHALT
SHOULDER TRANSITION
)/9/14
SURVEYED:
SCALE:
VERTICAL: NAVD 1988
b UWMtU WWAUI% Iw U.Mbt
TYPICAL CROSS SECTION
NOT TO SCALE 116TH AVE SE
DEUA/ALK RAMP TYPE 3A
PLAN
NOTES:
1. Avoid placing drainage structures, junction boxes or
ether obstructions in front of ramp access areas.
Detectable warning patterns may be created by any
method that will achieve the truncated dome dimenSIOnS
and spacing shown. The d-etectoble wcIrning pattern area
shall be yellow, in compliance with Std. Spec. 8-14.3(3
3_ Curb and qutter shown, see the Contract Plans for the
curb design specified. See Std. Plan F-1 for curb details.
4_ See Std. Plan E—J for side-wolk joint placement and
details.
�j. Pump dopes shall not be steeper than 12 -H. -IV.
R-371116
/19/14 un
1 "=20' HORIZONTAL NAD 1883/1991 Jk CITY OF
DESIGNED:
/5/1 HEH RENTON
7-3-o/13 DRAWN: HEH
ONE INCH DATUM
71-/13 CHECKED: AT FULL SCALE Planning/Building/Public Works Dept.
HEH IF NOT ONE INCH
DATE AP P R APPROVED: SCALE ACCORDIINMY
HEH
SEE CONTRACT FOR
CURB RE7URN RADIUS
ISOMETFIC VIEW
SIDEWALK RAMP
TYPES 3A, 3B, 3C, & 3D
Sheet 1 of 6
Ly ADOPTED
CITY OF RENTON
t t
STANDARD PLANS
LST DATE: 04/04
QWG. NAME: F012 SP PAGE: F01
DATE:
116TH SE PLAN & PROFILE 5/1/13
LAKESIDE FAIRWOOD PLAT RELDBOW
PAGE:
18621 - 116TH AVE SE DRAMA VG N0:
RENTON, WASHINGTON C6
LAKESIDE INVESTMENTS, LLC '�� s M13
A -(:� '. 6 -0 "7,/ 7 '/ 6 1A IN N NINIAIA