HomeMy WebLinkAboutR-436212N
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6" CURB HEIGHT UNLESS OTHERWISE
SHOWN ON PLANS. SEE PLANS FOR
FINAL PROPOSED ELEVATIONS. MATCH
EXISTING ADJACENT CURB PROFILE
UNLESS OTHERWISE SHOWN ON PLANS.
I I SAWCUT, REMOVE, AND REPLACE 2' X TOTAL LENGTH OF
CURB REMOVAL SECTION AND PROVIDE REPLACEMENT
ASPHALT TO MATCH EXISTING PAVEMENT SECTION IN TWO
° LIFT COURSES AS NEEDED. THIS SHALL BE INCIDENTAL
4„ T0, AND BID AS PART OF, CURB CONSTRUCTION.
EPDXY COATED — EXISTING SUBGRADE — TO REMAIN
I4 REBAR III
7"
NOTES:
1. DETAIL SHOWN FOR REFERENCE ONLY. FIELD CONSTRUCTION SHALL MATCH EXISTING
CURB TYPE, INCLUDING DIMENSIONS AND REINFORCEMENT, AS WELL AS ELEVATION,
UNLESS OTHERWISE SPECIFICALLY SHOWN ON PLANS.
2. VERTICAL SAWCUT SHALL BE MADE AT ALL LIMITS OF REMOVAL TO CREATE A
CLEAN EDGE.
3. GRADING, ADDITIONAL AGGREGATE/CONCRETE REQUIRED TO MATCH EXISTING CROSS
SECTION GRADES, AND SEEDING OF ADJACENT LANDSCAPE AREA SHALL BE
INCIDENTAL TO, AND BID AS PART OF, CURB CONSTRUCTION.
DETAIL
CONCRETE PAVEMENT - REMOVE AND REPLACE VERTICAL CURB
6" CONCRETE SLAB
WITH #4 CONCRETE BAR
@ 18" C/C EACH WAY
6" COMPACTED
CRUSHED AGGREGATE
BASE WITH SAWCUT
JOINTS
NATIVE SUBGRADE
COMPACTED TO
UNYIELDING CONDITION
AUTOMOBILE CONCRETE PAVEMENT SECTION
3" HOT MIX ASPHALT
6" AGGREGATE BASE
DENSE AND UNYIELDI1'
SUBGRADE PER
GEOTECHNICAL
RECOMMENDATIONS
AUTOMOBILE CONCRETE PAVEMENT SECTION
PER RECOMMENDATION BY PANGEO IN GEOTECHNICAL INVESTIGATION
REPORT DATED JUNE 3RD, 2025
RESERVED
PARKING
THIS SIGN TYPICAL AT
ALL ACCESSIBLE PARKING
SPACES
THIS SIGN TYPICAL AT
ALL VAN ACCESSIBLE VAN
PARKING SPACES CCESSIBLE
[PENALTY
PENALTY SIGN WITH 4500 FINE
WORDING AS REQUIRED AWAY ZONE
BY STATE OR LOCAL LAW
2"-12 GAUGE SC
TUBE SIGN POST
SLOPE TOP
OF CONCRETE
GROUND /PAVING
3500 P.S.I. G
P.C. CONCRETE
R7-8
R7-8A
12" X 9"
0
3" N
00
i�
7
f 1
ACCESSIBLE PARKING SIGN
N.T.S.
DETAIL
ADA SIGN AND BASE
4" HOT MIX ASPHALT
6" AGGREGATE BASE
DENSE AND UNYIELDING
SUBGRADE PER
GEOTECHNICAL
RECOMMENDATIONS
TRUCK LANE PAVEMENT SECTION
PER RECOMMENDATION BY PANGEO IN GEOTECHNICAL INVESTIGATION
REPORT DATED JUNE 3RD, 2025
PAVEMENT SECTIONS
CP-SB
DETAIL
TYPICAL WHEEL STOP
SECTION
WHEEL
STOP SPIKE
CP-WS
Min. 4' �.�.. .....�... �.".....r�
Surrounded with 12 inches (min.)
of Washed Gravel wrapped with
non -woven geotextile fabric
<
>
I
ent
:;ted 6"
I
I�VUIJG (CSBC)
NOT TO SCALE
Depth from
Top of Wall to
Finish Grade (D) Rock Size (Weight)' Average Rock Width (B)1
0 - 2 ft 2 man (200 - 700 Ibs) 18 - 28 inches
2 - 4 ft 3 man (700 - 2,000 Ibs) 28 - 36 inches
4 - 6 ft 3 man (700 - 2,000 Ibs) 28 - 36 inches
1 Per WSDOT Standard Specifications
See report text for additional recommendations.
PanGEO
1 IY C O R P O R A T E D
Proposed Retaining Wall
17803 108th Avenue SE
Renton, Washington
TYPICAL ROCKERY DETAIL
Project No. lFigure No.
24-497
R-436212
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
Ar% IL
HHuynh 07/22/2025
NOTES:
1. ROCK WALL BY SEPARATE PERMIT, SHOWN FOR REFERENCE ONLY
2. GEOTECHNICAL INSPECTIONS: 4 BELLEF�
2.1. VERIFY COMPETENT BEARING SOILS FOR ROCKERY OF WAs�'rfd� 0 BULLETIN 1 TB 6.24.25 SURVEYED: SCALE: DATE:
2.2. VERIFY ROCKERY IS CONSTRUCTED PER THE PROJECT PLANS, INCLUDING ��� ���' HORIIZEONTAL AD 119 3/1991 CITY 0
DRAINAGE PROVISIONS DESIGNED: FIELDBOOK:
2.3. VERIFY ADEQUATE PLACEMENT AND COMPACTION OF ROCKERY BACKFILL DRAWN: RENTON PAGE:
2.4. VERIFY ADEQUATE PAVEMENT SUBGRADE PREPARATION DRAWING N0:
`Po 25002557 �� CHECKED: ONE INCH DATU M INCH STER�'9 F NOT ONE AT FULL SCALE Planning/Building/Public Works Dept. C7.4
SSIONAL E� N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORD NGLY SHEET: OF:
2025/06/25 15 15