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NZ
VERT/CAL DATUM
NA VD 88
BENCHMARK
FOUND MONUMENT A T NE 12TH ST AND MONROE A VE NE.
CITY OF RENTON 11843
ELEVATION = 425.16
BASIS OFSEA RINGS
N88 54'30 "W BETWEEN CITY OF RENTON MONUMENTS 1843
AND 0057.
r'/A11nL1 I'n Al1r' An
2" HOT MIX ASPHAL T (HMA)
CLASS 1/2" PG 64-22
4" ATB -
6" CSBC
SUITABLE SUBGRADE
COMPACTED TO 959 OF
MAX. DRY DENSITY.
ONS/TEASPHAL T PA VEMENT
SURFACING SECT/ON
NO SCALE
6"BRUSHED CONCRETE
4" CSBC -
SUITABLE SUBGRADE
COMPACTED TO 959
OF MAX. DRY DENSITY.
ONSI TE CONCRETE PA VEMENT
SURFACING SECTION
NO SCALE
1-112"CSTC-.':.. '
2-1/2"CSBC
GRAVEL i
SURFA CING SECT/ON
NO SCALE
12" 12"
29 29
CONCRETE
a a
a
a a
NOTES
1. FORMS SHALL BE STEEL AND SET TRUE TO L/NE AND GRADE.
2. BASE COURSE SHALL BE 4" OF 518" MINUS CRUSHED ROCK.
3. CONCRETE SHALL BE CEMENT CONCRETE CLASS 4000.
4. BROOM FINISH ONL Y.
CONCRETE VALLEY GUTTER
NO SCALE
I I EXI577NG GROUND
\ / / CONTOUR (TYP)
00
EX TREE M
TOREMAIN I
PAVEMENT 'RIDGE"
ALONG ROOF EDGE
TRAFFIC CURB AND GUTTER
PER C. 0. R. STD PLAN 101
SCALE: 1" = 20'
0 10 20 40
371.59LOPT
PROPOSED ROAD AND GRADING LEGEND
:LLC 371.97
FINISH GROUND -390- EX CONTOUR MAJR
371.62 372.0 CONTOUR (TYP) - - -392- - EX CONTOUR MINR
/ =31.9 372.09 37 �86
371.60
I'V 372.01 371.92 / 390 PROP CONTOUR MA✓R
/2 MA_ 371.86 L 0 PT / 392 PROP CONTOUR MINR
37216
36900------C--- -- --- - - -� 7215 371.98 / I SEE ONSITECONCRETE PAVEMEN T
368.93�6�� CD d': 372.22 �73�04 71.98 / / / / SURFACING SECTION, THIS SHEET
TRENCH RESTORATION �68 �� 372.27 373.09 373.30 / / SEE ONSITE AS
PER T PAVEMENT
PER C.O.R. STD PLAN / , :: :; .:., ',; : ; l . ,.:::. ;y ;71•4..: / G ^ SURFACING SECTION, THIS SHEET
110.1 (TYPJ10::"
i\' �... •. .t •• •• '1•. " • • l /fit �. .. < 'V •• I
:: a " • •.. %� ' 3i�2.1.' S ..., .�' SEE GRA VEL SURFACING SECTION,
'e
a� • - - - THIS SHEET
I
14.4' W/DE SAWCUT / I 368.88 TRENCH R 3�ORAT/ON PER y �16 373.18 l BRICK OR CONCRETE PAVEMENT
FOR 3.5' WIDE 368.81 I 373.06 /
TRENCH WIDTH ,� _ - - 368.64 C.O.R. STD PLAN 110 (TYPE Y71.75
X�----�---- - - - - _------ 372.38 // BUILDING
�� / PROPOSED 20' W/DE TYPE C26 DRIVEWAY
N 252+00 �- - 253I 00 - I - LUMINA IRE (TYP) - 254+00 PER C.O.R. STD PLAN 104.4 /
PLANTER
REPLACE ANY REMOVED \ NE 12TH STREET
DAMAGED PANELS BETWEEN 7' WIDE SA APPROX EX
EX CURB AND GUTTER IN SIDEWALK CONNECTION & FOR 3' WIDE LANE EDGE
PLACE PER C.O.R. STD EDGE OF RAMP SHALL BE .36 TRENCH�TH (TYP) 3�2� \3�¢� �� SOIL AMENDMENT
/ PLANS 101 & 103 REPLACED e�
SOIL AMENDMENT SHALL BE INCORPORATED FOR ALL DISTURBED
\ AREAS NOT COVERED WITH HARD SURFACES, PER C.O.R. STD
PLAN 264.00.
7
/ SEE NE 12TH STREET
ASBUIL T NOTE.-
CFT'T/nA/ TN/S' gNFFT
ROW
0 10' ROW
DED/CAT/ON
8'
2' SIDEWALK
NEW 8' CONC. SIDEWALK
PER C. O.R. STD PLAN 102
REPLACE EXISTING CURB AND
GUTTER /N PLACE PER C. O.R.
STD PLANS 101 & 103
REMOVE EXISTING 8' CONC. SIDEWALK
REPLACE WITH 8' PLANTER
NE 12TH STREET SECT/ON
NO SCALE
SURVEYED: SCALE: VERnCAL: NAVD 1988
ROBERT WEST ,>_20, HORIZONTAL- NAD 1983/1991
DESIGNED:
GINA BROOKS
DRAWN:
DA VID VAUGHN ONE INCH DATU M
CHECKED: AT FULL SCALE
GINA BROOKS IF NOT ONE INCH
NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY
GINA BROOKS
ALL INFRASTRUCTURE APPURTENANCES ASBUIL T ARE 1016A TED
WITH DESIGN INFORMATION LINED OUT AND AD✓ACENT ASBUILT
INFORMATION ADDED. ITEMS NOTED AS A. " WERE NOT
ASBUIL T.
R• BR ��
\�P•oF••••y� CIVIL ENGINEERING QZ
LANDSCAPE ARCHITECTURE W
t Z• PLANNING '
PF 36478 0, DESIGN SURVEYING W
.�
�VSTRUCTION RECORD FS STEg�:G���`� CORE JOB N0. 18227 V
S/ONAL EN 12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.7877 W
)NSTRUCDRA WID DRAWING /S A COPY 2/3/23 (DESIGN ONL`r') k
TION Q
FE APPROVED CONSTRUCTION DRAWIN COMPLIANCE WITH CITY OF RENTON STANDARDS V
REPARED BY CORE DESIGN, INC. ANDD
:N EDITED TO REFLECT ASBUIL T CONDITIONS. Q
ATION PROVIDED ON THESE RECORD DRAWINGS Q
9/NATION OF FIELD SURVEY INFORMATION AND
DOCUMENTED FIELD REVISIONS. v
o�
R-411107 rW
1 ;,
�� DAM
CITY OF KIDDIE RESEARCH DA YCARE CENTER MAR. 2020 L1 1
* 3123 NE SUNSET &VD nELDBOOK:
RENTON RENTON, WA 98056 PAGE: O
` DRAWING NO:
Planning/Building/Public Works Dept. C3.01 O
ROAD AND GRADING PLAN SHEEP: 7 OF: 21