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A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WA
CURB RAMP WIDTH 4'- 0" MIN.
j LANDING TO MATCH CURB RAMP WIDTH
LANDING SEE CONTRACT PLANS LANDING
GRADE BREAK GRADE BREAK CURB RAMP \
CEMENT CONCRETE _
SEE CONTRACT PLANS T SEE CONTRACT PLANS SIDEWALK - SEE NOTE 5
- 4'- 0" MIN. r j 4' - 0" MIN.
CEMENT CONCRETE PROVIDE SMOOTH
DEWALK -SEE NOTE 5 TRANSITION TO SEE CONTRACT PLANS
SIDEWALK 4'- 0" MIN.
2.0% MAX. WIDTH (TYP.)
FLARE - - 3/8" EXPANSION
(TYP.) JOINT (TYP.) - SEE - w,
3/8" EXPANSION - CURB RAMP STANDARD PLAN F-30.10
JOINT (TYP.) - SEE "'
STANDARD PUN F-30.10
GRADE BREAK TRANSITION TO SIDEWALK BUFFER,\
GRADE BREAK IF PRESENT, OR TO BACK OF CURB (TYP.) -
10. :......ii.... '::::MAX ` SEE CONTRACT PLANS „
-- ......... T ` /
CURB, OR CURB
AND GUTTER CURB, OR CURB
FACE OF CURB - DETECTABLE WARNING SURFACE AND GUTTER
SEE STANDARD PLAN F46.10 FACE OF CURB
MEASURED PARALLEL
TO CURB (TYP.) I DEPRESSED CURB AND GUTTER
CROSSWALK
PLAN VIEW
TYPE PERPENDICULAR A
SEE STANDARD PLAN F-30.10
FOR SLOPE TREATMENT
CEMENT CONCRETE CURB RAMP "TYPE
PERPENDICULAR A" PAY LIMIT -
SEE CONTRACT PLANS
--- -4'-0"MIN.
2.0% MAX.
LANDING
ISOMETRIC VIEW
TYPE PERPENDICULAR A PAY LIMIT
DETECTABLE WARNING SURFACE _
SEE STANDARD PLAN F-46.10
15' - 0" MAX. -
SEE NOTE 7
GRADE BREAK
8.3% MAX.
CURB RAMP
SECTION (A)
DEPRESSED CURB & GUTTER
-• SEE NOTE 4
CEMENT CONCRETE CURB RAMP "TYPE
PERPENDICULAR B" PAY LIMIT
ISOMETRIC VIEW
TYPE PERPENDICULAR B PAY LIMIT
TYPICAL ULTRABLOCK GRAVITY WALL
PRELIM ONLY -
NOT FOR CONSTRUCTION
TYP 20' GRAVITY WALL SECTION
DRAIN ROCK
Lq
12" DRAIN ROCK
Ln
6" RIDGID 4" RIDGID
PERF PIPE PERF PIPE
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(D,MT,ND,OR,WA)
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�SIONAL
PERPENDICULAR
CURB RAMP
STANDARD PLAN F-".15-01
SHEET 1 OF 1 SHEET
APPROVED FOR PUBLICATION
Pasco Bakodch 111 0"3-10
STATE DESIGN ENON'EER DATE
W40*m0on Salo D"mNewel of Trarnporkelon
GENERAL NOTES
1, ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF RENTON CODE, KING COUNTY ROAD STANDARDS (Iii 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, CONSTRUCTION NOISE SHALL BE LIMITED IN ACCORDANCE WITH KING COUNTY CODE (SECTION 12.88); NORMALLY, THIS IS 7A.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.
15, DECORATIVE CONCRETE WALKWAYS WILL BE BROOM FINISHED WITH TROWELLED JOINTS (24" SQUARE PATTERN) AS SHOWN ON THE PLAN VIEWS.
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CHECKED FOR COMPLIANCE TO CITY STANDARDS
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/� •�••:•• SURVEYED: SCALE: DATE:
w• 0 frrW .7VOwrrrPAL ES� 11 14 VERTICAL NAW 1s88 I�/�
®CONSULTING ENGINEERS LLG Clr • 12 01 201'
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Suite 00 SOtrth Avenue South I ® I I I ,`� %y: 1 ��0 SUBMITTAL MM 2e 14 DESIGNED: ' ""- �� FIELDBOOK:
Federal Way, WA 98003 2 TfpRp SUBMITTAL. 10�2��1 us
FEDERAL WAY (2S3> �„3 hA RENTON
www.esmcivii.com �Er 425 297-9913 DRAWN: PAGE:
ELLLNSRURO «; B82_2e08 • 3 FINAL SUBIIINTTAL FSIM 11 20 1 t ROAD AND STORM DETAILS DRAWING N0:
Civil Engineering Land Surveying Land Planning 40111 ONE INCH DATU M
Public Works I Project Management I Landscape Architecture ••• C Q• 4 MYLAR SUBMT AL ESM 12/01/14 CHECKED: I AT FULL SCALE Planning/Building/Public Works Dept. PERMIT #U1400382O DT-02
'•'5� IF NOT ONE INCHY SHEET: OF:
�ONAL• N0. REVISION BY DATE APPR APPROVED
ESM JOB #1799-001-013 �t/r�l� - _- � 40
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