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CROWN OF EX PAVEMENT
EX OF R/W
R/W I
VARIES 34.70' TO 44.67'
I e
I
23'
40'
19' f 15' 8'
01
EX PAVEMENT (TYP) I PARKING LANE
VARIES 2'f TO 6'f VARIES 12'f TO 2'f
VARIES I VARIES
// 1-1/2" HALF STREET GRIND AND SAWCUT LINE -
�// OVERLAY WITH HOT MIX ASPHALT
\ EXISTING GROUND CLASS 1/2" PG. 58-22
SECTION A -A
SOUTH 21 ST STREET
(NEIGHBORHOOD COLLECTOR ARTERIAL)
SCALE:1 "=5'
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
VARIES
LANDSCAPE
0.50'
1 .5% MIN
VERTICAL CURB
& GUTTER
SEE PAVING SECTION
THIS SHEET
EX OF R/W EX
PROP
R/W R/W R/W
15' 15' 11.5'
1 13' PROPOSED R/W DEDICATION
VARIES
EX PAVEMENT (TYP) I 1'f TO 5'f
0.50'-
VARIES VARIES VARIES
7-717/
EXISTING GROUND SAWCUT
LINE
1-1/2" HALF STREET GRIND AND
OVERLAY WITH HOT MIX ASPHALT SECTION B-B
CLASS 1 /2" PG. 58-22 S M ITH E RS AVE S
(RESIDENTIAL ACCESS)
SCALE:1 "=5'
0
LOT 3
PROPOSED 38' TRACT A
16'
I
1 8'
LANDSCAPE
1.5�L
77\-777777777—
VERTICAL CURB
& GUTTER
SEE PAVING SECTION
THIS SHEET
3'
2.0%
SEE PAVING SECTION 4"x3' ASPHALT
THIS SHEET WEDGE CURB
ENGINEERS LLC
®CONSULTING
34 081hAvenue South
�//
1 ® I 1
Suite 205
Q�j
Federal Way, WA 98003
FEDERAL WAY (253) 838-6113
www.esmcivil.com
FVERM (425) 297-9900
Civil Engineering
Land Surveying
Land Planning
Public Works
1 Project Management
I Landscape Architecture
ESM
JOB # 1938-001-016
SECTION C-C
TRACT A
(JOINT USE DRIVEWAY)
SCALE:1 "=5'
ri
2/14/20k N0.
I
5' 1
SIDEWALK
1.5%
SIDEWALK
0
LOT 2
PROP
R/W
EX
R/W 1
PROPOSED 1.5' R/W DEDICATION
0 FIRST SUBMITTAL
ESM
10
1 SECOND SUBMITTAL
ESM
11
2 THIRD SUBMTrTAL
ESM
10
IaaTI6`901V
8/30/17 SURVEYED:
1/15/17 DESIGNED::
1/03/18
DRAWN:
CJR
CHECKED:
DATE I APPR I APPROVED
GENERAL NOTES
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF RENTON CODE, KING COUNTY ROAD STANDARDS (KCRS), KING COUNTY
SURFACE WATER DESIGN MANUAL (KCSWDM) AND THE CONDITIONS OF PRELIMINARY SUBDIVISION APPROVAL. IT SHALL BE THE SOLE
RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE
ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR LIABILITY TO THE CITY OF RENTON.
2. THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO THE CITY OF RENTON. SOME ELEMENTS MAY HAVE BEEN
OVERLOOKED OR MISSED BY THE CITY PLAN REVIEWER. ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY
APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION.
3. APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (E.G.,
DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL, ETC.).
4. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF RENTON, THE
APPLICANT, AND THE APPLICANTS CONSTRUCTION REPRESENTATIVE.
5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
6. ENVIRONMENTAL NOISE LEVELS SHALL BE LIMITED IN ACCORDANCE WITH WAC 173-60-040 AND KING COUNTY CODE (SECTION 12.86);
NORMALLY, THIS IS 7 A.M. TO 10 P.M. ON WEEKDAYS AND 9 A.M. TO 10 P.M. ON WEEKENDS.
7. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF
SITE WORK WITHIN THE ROAD RIGHT—OF—WAY.
8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS
AN APPROVED SET OF PLANS THAT MEETS ALL REQUIREMENTS OF THE CITY OF RENTON IS SUBMITTED TO CITY INSPECTION SECTION THREE
DAYS PRIOR TO CONSTRUCTION.
9. DATUM SHALL BE NAVD 1988 UNLESS OTHERWISE APPROVED BY CITY OF RENTON.
10. GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT—OF—WAY OR APPROPRIATE DRAINAGE EASEMENT, BUT NOT UNDERNEATH
THE ROADWAY SECTION. ALL GROUNDWATER SYSTEMS MUST BE CONSTRUCTED IN ACCORDANCE WITH SECTION B15.02 OF THE APWA
STANDARD SPECIFICATIONS.
11. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY.
12. ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY (WSDOT 2-06.5).
13. OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON AND NOTED ON THESE
APPROVED PLANS.
14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS,
AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN
CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT—OF—WAY THAT MAY
INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. SECTION 1-07.23,
"TRAFFIC CONTROL," OF THE WSDOT STANDARD SPECIFICATIONS SHALL APPLY IN ITS ENTIRETY.
4" (SMITHERS AVE S)
7" (S 21 ST ST, OR MATCH
EXISTING IF GREATER)
CLASS 1 /2" HOT MIX
ASPHALT (HMA)
2" CRUSHED SURFACINI
TOP COUR&
4" CRUSHED SURFACINI
BASE COUR&
COMPACTED SUBGRADE TO 95% C
THE MODIFIED PROCTOR MAXIMUM
DRY DENSITY (ASTM D1557)
SCALE:
AS SHOWN
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
PRIVATE
PAVEMENT SECTION
NOT TO SCALE
,. CTY OF
RENTON
Planning/Building/Public Works Dept.
3" CLASS 1/2" HOT MIX
ASPHALT (HMA)
2" CRUSHED SURFACING
TOP COURSE
2" CRUSHED SURFACING
BASE COURSE
"OMPACTED SUBGRADE TO 95% OF
THE MODIFIED PROCTOR MAXIMUM
DRY DENSITY (ASTM D1557)
R-431512
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
E
PMENT ENGINEERING
nh 04/17/2025 :0]
SOPHIE JO SHORT PLAT
ROAD CROSS SECTIONS & DETAILS
UTILITY PERMIT #
DATE:
11/19/24
PAGE
DRAWING NO:
DT-01
SHEET: OF:
12 23