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PCC PUBLIC SIDEWALK AS PER COR STD PLAN DETAILSO
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CONSTRUCTION
KEYNOTES
I SIDEWALK
SW 43RD STREET: 40+00.00=
UND AVENUE SW: 80+00.00
ONEW
PCC PUBLIC SIDEWALK AS PER COR STD PLAN DETAILSO
102. SECTION ADJACENT TO BUFFER STRIP. SEE DETAIL SHEET
NOT USED
C2.5
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NEW CURB & E
ER C.O.R. STD. PLAN 10
AIL SHEET
SEE
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10 NE URBLELCALSO RAMPN F-
EA.L
OAND
EWP PCC DRIVEWAY ENTRAIN E3 AS PER C.O.R. S DCPLA14SR 1042E
104.5 TYPE AS NOTED ON PLAN. SEE DETAIL SHEET C2.5.
TYPE SEE RAMP DETAIILSHEET CII..6 4x0.12-02
SAWCUT AND REPLACE ASPHALT AS PER COR SD PLAN 103.
11 FRONTAGE LUMINARIES AS PER FRONTAGE ILLUMINATION PUNS SHEETS 1-9.
OMATCH
WITH EXISTING CURB GUTTER NEAREST EXPANSION JOINT.
FIELD VERIFY AND CONFIRM EXACT LOCATION.
ONOT
USED.
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OLANDSCAPE.
SMOOTH SURFACES AND LANDSCAPE INCLUDING
STREET TREES AS PER COR. SEE LANDSCAPE PUNS.
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EXISTING STREET TREES TO REMAIN. PRESERVE AND PROTECT. SEE
LANDSCAPE PLANS.
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STA 81+84 +/- MATCH EX. W. ,o
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z v o NEW DRIVEWAY STA: 85+03.53��
a z a STA 82+35.74 TYPE )C 3 s
�— J STA 85+49 +L\-�A4TCH EX.
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BUS SIG 1 IDEWALK SDMH-E 6 m
> .i � cSt 04 2"W 76086'-, � C6� I 8•/ g & GIITTkIf 17�
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- _ ___7 �___7 _________ __ p3. NEW ROW _ ______ ______ 6 _ _________ _ 9 ___ _ ___ ___ _____�___ °_______ __ ____ _ 7_ ______ __ _ _ _____ _ 1 ______ rBOLLARD (TYP. G+00 ) �,___________ ____ ____ __) /SEET k' li STA: 85+74 + -MATCH EX: _--____--- ---- - --------_-_-___-__ "SEE SHEET C1.7-6
7 1„___________AT NEAREST JOINT'------------------------------ _ __ ___ __ IFOR WATER DETAILS__ ==ti3 rai IO1Z'2 ` w
j m FOR WATER DETAITsS: W__ 7 �` to nn-__ ______ ___________________________14,1, „ ___�n__�s
SHEET Ct.6-/EE CU P T +� u o W i+ 1 �`� mUz„inlll--_ 4 2 BEGIN CffiF______________________________________Ijn�i iiiiii�_-___________'_-__a_��+�`S+11�
E'RAMP DTAIL
C1.
GENERAL NOTE: SHEETT C1.6-4
1. ANY PUBLIC STREET TRENCHING (OF UTILITIES) SHALL BE AS PER THE CITY OF
RENTON CODE, CHAPTER 10 SECTION 9-10-11 TRENCH RESTORATION AND
STREET OVERLAY REOUIREMENTS. TRENCH RESTORATION SHALL BE EITHER BY A
PATCH OR OVERLAY METHOD, AS REOUIRED AND INDICATED ON CITY OF
RENTON STANDARD PLANS H032, H032A AND H033.
2. ANY VAULT OR J -BOX LIDS REMAINING IN THE SIDEWALK SHALL BE ADJUSTED
TO MATCH FINISH GRADE/FLUSH WITH SIDEWALK SURFACE AND WITH NON-SKID
LIDS.
9t.5' R/W
ROW DEEDED PER a6W ROW UNE 45551.5' W 40' STAKE 83+00 ' W ROW o SL
VESECTION PROFILE 25
{ SURVEY 11.5' X ROW LINE 40' (EXISTING) 25
$_ 7+/- I
TOTAL WIDTH 56' 12' +/- -- EXISTING SIDEWALK AT011 CL ROW
3. 8' a 6.5' + ' + - I SECTION TO DEMOLISH
as I
PLANTER 28' +/ 28'+/- VARIES SIDEWALK 1' S — — — —
V. 0.5' SAWCUi - SEE O.5' � 'm —
W 2% VMIES_ STD PIAN 103 VARIES X •� \— _ --
N __ _ _
G x _ -_a VARIES _ _J r____ — --_sK` 1 gi GRADE
20
nNIS GRACE/
o 17.5 O _ _ __ _ -----------------�_J y� GRADE PROPSA�SEC ION BREAK BREAK EXISTING
ADE AT
NEW SIDEWALK
67'
NEW 8 FT WIDE 5” THICK CEMENT NEW VERTICAL CONC. CURB & SECTION
VCONCRETE SIDEWALK. GUTTER WHERE SHOWN ON O 15
PUN. MATCH WITH EXISTING
SECTION B -B
LANDSCAPE PI -ANTER LIND AVE SW 0+00. 0+75
NOT TO SCALE SECTION A -A STA 0+83 VIEW NORTH
SCALE I” =10 FT HORZ.. 1" = 5' VERT
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OWNER/DEVELOPER: CITY OF RENTON
AS -BUILT IKEA PROPERTY INC EDEPAPTTMENT OF PUBLIC WORKS
S. C 420 ALAN WOOD ROAD ED: 12-15-2017 94G,1igV
j AS -BUILT DATSP 91 g Om 111 CONSHOHOCKEN, PA 128 I 0
ABm8XT NOTB V�AL DAIM CHECKMFOR COMPLIANCE CONTACT: DWIGHT E. %ATOM qPW 0 LIND AVE. SW IMPROVEMENT PLAN
THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY BARGHAUSEN CITY OF RENTON, NAVD 88 CYiY srANDAroe CONSTRUCWON MANAGER 4T Z
CONSULTING ENGINEERS AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RN : P. (810) Bae -018P. CELL 303-519-48D IKEA REDEVELOPMENT, RENTON, WA.
CALL 2 WORKING DAYS ELEVAT ONS OF THE STORM, SANITARY SEWER AND WATER MAIN SYSTEMS. FIELD VERIFIED INVERT AND Approved by Dote E. DWWe1TSAT(*IIKEAcOM
LL RIM ELEVATIONS WERE OBTAINED BY DEACON AND NORTHWEST CONSTRUCTION IN AUGUST 2017. A BBQ' < 8527 0; ENGINEER; o _i Deep® CFB plE Na 015001266
�p IG FIELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS WAS ALSO CONDUCTED IN OCTOBER 2017. CITY OF RENTON CONTROL Approved by: Date 'Af f� W„`• BARGHAUSEN CONSULTING ENGINEERS 9 WTE 6/11/2015
BEFORE YOU DIG: THE ON-SITE PRIVATE STORM DRAINAGE FACILITIES AND PUBLIC/PRIVATE WATER AND SEWER SYSTEMS POINT NO. 1864 WAS HELD f 7Ci $TL9W6 18215 72ND AVENUE SOUTH KENT, �L ey. A
p WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND THE DOCUMENTED FIELD FOR ELEVATION, BEING Appmwd by: Dote OWAL E L� WA 98032 YTyN gF• cllerx® JSG eaµe t'=a0' EgpgppK p,YC1�
z STI REVISIONS AND FUNCDON AS INTENDED. i(9 CONTACT: JAY GRUBB, PE G ENGWN
19.488 FEET (NAVD88) d by: Date(425)251-6222 AItAG1'HJ afffCL" opt
R-3847118
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I SIDEWALK
SW 43RD STREET: 40+00.00=
UND AVENUE SW: 80+00.00
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- _ ___7 �___7 _________ __ p3. NEW ROW _ ______ ______ 6 _ _________ _ 9 ___ _ ___ ___ _____�___ °_______ __ ____ _ 7_ ______ __ _ _ _____ _ 1 ______ rBOLLARD (TYP. G+00 ) �,___________ ____ ____ __) /SEET k' li STA: 85+74 + -MATCH EX: _--____--- ---- - --------_-_-___-__ "SEE SHEET C1.7-6
7 1„___________AT NEAREST JOINT'------------------------------ _ __ ___ __ IFOR WATER DETAILS__ ==ti3 rai IO1Z'2 ` w
j m FOR WATER DETAITsS: W__ 7 �` to nn-__ ______ ___________________________14,1, „ ___�n__�s
SHEET Ct.6-/EE CU P T +� u o W i+ 1 �`� mUz„inlll--_ 4 2 BEGIN CffiF______________________________________Ijn�i iiiiii�_-___________'_-__a_��+�`S+11�
E'RAMP DTAIL
C1.
GENERAL NOTE: SHEETT C1.6-4
1. ANY PUBLIC STREET TRENCHING (OF UTILITIES) SHALL BE AS PER THE CITY OF
RENTON CODE, CHAPTER 10 SECTION 9-10-11 TRENCH RESTORATION AND
STREET OVERLAY REOUIREMENTS. TRENCH RESTORATION SHALL BE EITHER BY A
PATCH OR OVERLAY METHOD, AS REOUIRED AND INDICATED ON CITY OF
RENTON STANDARD PLANS H032, H032A AND H033.
2. ANY VAULT OR J -BOX LIDS REMAINING IN THE SIDEWALK SHALL BE ADJUSTED
TO MATCH FINISH GRADE/FLUSH WITH SIDEWALK SURFACE AND WITH NON-SKID
LIDS.
9t.5' R/W
ROW DEEDED PER a6W ROW UNE 45551.5' W 40' STAKE 83+00 ' W ROW o SL
VESECTION PROFILE 25
{ SURVEY 11.5' X ROW LINE 40' (EXISTING) 25
$_ 7+/- I
TOTAL WIDTH 56' 12' +/- -- EXISTING SIDEWALK AT011 CL ROW
3. 8' a 6.5' + ' + - I SECTION TO DEMOLISH
as I
PLANTER 28' +/ 28'+/- VARIES SIDEWALK 1' S — — — —
V. 0.5' SAWCUi - SEE O.5' � 'm —
W 2% VMIES_ STD PIAN 103 VARIES X •� \— _ --
N __ _ _
G x _ -_a VARIES _ _J r____ — --_sK` 1 gi GRADE
20
nNIS GRACE/
o 17.5 O _ _ __ _ -----------------�_J y� GRADE PROPSA�SEC ION BREAK BREAK EXISTING
ADE AT
NEW SIDEWALK
67'
NEW 8 FT WIDE 5” THICK CEMENT NEW VERTICAL CONC. CURB & SECTION
VCONCRETE SIDEWALK. GUTTER WHERE SHOWN ON O 15
PUN. MATCH WITH EXISTING
SECTION B -B
LANDSCAPE PI -ANTER LIND AVE SW 0+00. 0+75
NOT TO SCALE SECTION A -A STA 0+83 VIEW NORTH
SCALE I” =10 FT HORZ.. 1" = 5' VERT
O
N
0
OWNER/DEVELOPER: CITY OF RENTON
AS -BUILT IKEA PROPERTY INC EDEPAPTTMENT OF PUBLIC WORKS
S. C 420 ALAN WOOD ROAD ED: 12-15-2017 94G,1igV
j AS -BUILT DATSP 91 g Om 111 CONSHOHOCKEN, PA 128 I 0
ABm8XT NOTB V�AL DAIM CHECKMFOR COMPLIANCE CONTACT: DWIGHT E. %ATOM qPW 0 LIND AVE. SW IMPROVEMENT PLAN
THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY BARGHAUSEN CITY OF RENTON, NAVD 88 CYiY srANDAroe CONSTRUCWON MANAGER 4T Z
CONSULTING ENGINEERS AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RN : P. (810) Bae -018P. CELL 303-519-48D IKEA REDEVELOPMENT, RENTON, WA.
CALL 2 WORKING DAYS ELEVAT ONS OF THE STORM, SANITARY SEWER AND WATER MAIN SYSTEMS. FIELD VERIFIED INVERT AND Approved by Dote E. DWWe1TSAT(*IIKEAcOM
LL RIM ELEVATIONS WERE OBTAINED BY DEACON AND NORTHWEST CONSTRUCTION IN AUGUST 2017. A BBQ' < 8527 0; ENGINEER; o _i Deep® CFB plE Na 015001266
�p IG FIELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS WAS ALSO CONDUCTED IN OCTOBER 2017. CITY OF RENTON CONTROL Approved by: Date 'Af f� W„`• BARGHAUSEN CONSULTING ENGINEERS 9 WTE 6/11/2015
BEFORE YOU DIG: THE ON-SITE PRIVATE STORM DRAINAGE FACILITIES AND PUBLIC/PRIVATE WATER AND SEWER SYSTEMS POINT NO. 1864 WAS HELD f 7Ci $TL9W6 18215 72ND AVENUE SOUTH KENT, �L ey. A
p WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND THE DOCUMENTED FIELD FOR ELEVATION, BEING Appmwd by: Dote OWAL E L� WA 98032 YTyN gF• cllerx® JSG eaµe t'=a0' EgpgppK p,YC1�
z STI REVISIONS AND FUNCDON AS INTENDED. i(9 CONTACT: JAY GRUBB, PE G ENGWN
19.488 FEET (NAVD88) d by: Date(425)251-6222 AItAG1'HJ afffCL" opt
R-3847118
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