HomeMy WebLinkAboutR-433409Co
co
O
0
w
I-
E
Q
0
Ln
N
Ln
N
CD
Lc
75
Ld
z
1. �
H ■
z ■
O
O
LL. ++
o + ■
M
U + +
F_ + L
w + +,
w
c= +
+
O +
+� +
w +
� +
LU
W 1-8 N
1 + ,..."
+ +■
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
I __ / I - I
REFER TO SHEET C3.00 FOR CONTINUATION
'I J 1\ /1 L I /\ I Ial 1 11 1 1 II \ 111 1 1
• Call 811
• a two business days
before you dig
N0.
FEATURE, 1
D AS � LANE
FER TO LS P
REVISION
SD
CR 77R45
Kiwi '�/.Ijz
I 34.8 E,
' �' \U 7
Kiwi \�n'
IE 13.2
STCR TIC
SURVEYED:
DESIGNED:
DRAWN:
CHECKED:
BY I DATE I APPR I APPROVED:
NOTES:
1. REFER TO C1.00 TO C1.02 FOR GENERAL NOTES, LEGENDS, AND ABBREVIATIONS. CY)
REFER TO C3.00 FOR CIVIL IMPROVEMENT'S LEGEND AND NOTES. Co
N
2. CONTRACTOR SHALL CONFIRM POC'S PRIOR TO CONSTRUCTION WHEN CONNECTING TO EXISTING O
SYSTEMS AND NOTIFY ENGINEER OF ANY DISCREPANCIES. PRIOR TO CONSTRUCTION, FIELD VERIFY O
O
DOWNSTREAM INVERTS FOR ALL EXISTING SS AND SD PIPES, AREA DRAINS AND CATCH BASINS WITH Ln
PROPOSED UPSTREAM CONNECTIONS. CONFIRM EXISTING OUTLET INVERTS PROVIDE POSITIVE DRAINAGE U
FOR ALL UPSTREAM PIPES. PIPES SHALL BE VERIFIED WITH DYE TEST, CCTV, OR OTHER METHOD
COORDINATED AND APPROVED BY CITY OF RENTON. COORDINATE TESTING WITH CITY.
3. PROJECT ASSUMES THAT ALL CITY EXISTING UTILITY INFRASTRUCTURE IS ADEQUATELY SIZED TO
SUPPORT THE PROJECT.
4. PRIOR TO DEMOLITION, CONTRACTOR SHALL FIELD VERIFY AND LOCATE ALL EXISTING UTILITIES TO REMAIN
WITHIN AND ADJACENT TO LIMIT OF WORK.
5. ALL EXISTING PAVEMENT STRIPING DISTURBED DURING CONSTRUCTION SHALL BE REPLACED IN KIND.
PRODUCTS SHALL BE PER CITY OF RENTON PUBLIC WORKS DEPARTMENT STANDARD PLANS AND
SPECIFICATIONS, AND WSDOT STANDARD PLANS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT A
PAVEMENT RESTORATION PLAN INCLUDING, CUTTING AND JOINTING, FOR ALL PAVEMENT BEING
DISTURBED.
6. FULL DEPTH PAVEMENT REPLACEMENT, AND TRENCH RESTORATION AT UTILITY CUTS, SHALL BE PER CITY O
OF RENTON STD DETAILS. PAVEMENT SECTION SHALL BE PER CITY OF RENTON STD DETAILS, OR MATCH C)
O
EXISTING WHICHEVER IS GREATER. MATCH EXISTING PAVEMENT MATERIAL PER ASSOCIATED STANDARD O
DETAILS. TRENCH AND BACKFILL SHALL BE PER CITY OF RENTON RENTON STD. PLAN 220.20. PEDESTRIAN
CONCRETE PAVEMENT SHALL BE PER CITY OF RENTON STD. PLAN 102. VEHICULAR CONCRETE PAVING
SHALL BE PER CITY OF RENTON RENTON STD. PLAN 110, 110.1 AND 111 AND PROJECT DETAILS. N
a
7. PEDESTRIAN CONCRETE, MINIMUM SECTION:
4" CONCRETE J
6" CSBC
REFER TO LANDSCAPE FOR CONCRETE SCORING, COLOR, AND FINISHES.
8. THE RENTON MARKET AND PIAllA PROJECT IS REQUIRED TO MEET STORMWATER REQUIREMENTS PER
THE 2022 CITY OF RENTON SURFACE WATER DESIGN MANUAL (RSWDM).
8.1. FLOW CONTROL: THE PROJECT PROPOSES MORE THAN 5,000 SQUARE FEET OF NEW PLUS REPLACED
IMPERVIOUS SURFACE AND IS LOCATED IN THE PEAK FLOW RATE CONTROL STANDARD AREA. TARGET
SURFACES DO NOT GENERATE MORE THAN A 0.15-CFS INCREASE IN THE EXISTING SITE CONDITIONS
100-YR PEAK FLOW, THEREFORE FLOW CONTROL IS NOT REQUIRED. N
00
8.2. WATER QUALITY: THE PROJECT PROPOSES LESS THAN 5,000 SQUARE FEET OF NEW PLUS REPLACED C)
IMPERVIOUS SURFACE (PGIS), AND LESS THAN % ACRES OF POLLUTANT GENERATION PERVIOUS O
SURFACE (PGPS), THEREFORE WATER QUALITY IS NOT REQUIRED. O
1
8.3. ON -SITE BMPS: THE PROJECT PROPOSES MORE THAN 2,000-SF OF NEW PLUS IMPERVIOUS SURFACE, "t
THEREFORE ON -SITE STORMWATER MANAGEMENT (OSM) IS REQUIRED. ALL AVAILABLE OSM BMP'S CV
WERE EVALUATED AND ARE NOT FEASIBLE FOR THE SITE.
8.4. THE PROJECT IS LOCATED IN AN AQUIFER PROTECTION AREA, THEREFORE STORMWATER MITIGATION
FACILITIES SHALL NOT INFILTRATE AND SHALL BE COLLECTED VIA STORMWATER CONVEYANCE AND
DISCHARGE TO THE CITY MAIN.
9. GREASE INTERCEPTOR SIZE AND VAULT PER MECHANICAL.
10. ELECTRICAL SERVICE FOR THE SITE IS PER ELECTRICAL.
11. STORM, SEWER, AND WATER INFRASTRUCTURE SHALL BE PER CITY OF RENTON STANDARDS AND WSDOT
STANDARD SPECIFICATIONS, UNLESS OTHERWISE NOTED.
12. STORM DRAINAGE PIPE MATERIAL SHALL BE PER RSWDM TABLE 4.2.1.A2, UNLESS OTHERWISE NOTED.
13. ALL REGULATORY SIGNAGE AND PAVEMENT STRIPING SHALL CONFORM TO CITY OF RENTON AND MUTCD
SPECIFICATIONS.
R-433409
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
AO! N DEVELOPMENT ENGINEERING
Ar% IL
msippo 08/13/2025
0 5' 10, 20'
1inch=10feet WATER UTILITY �W1,61
ABDOUL GAFOUR 08/13/2025 %
SCALE: [JAIL:
HORZON AL N D 119E /199, AM& RENTON MARKET & PIAZZA 7/1 6/2025
CITY OF FlELDBOOK:
R RENTON CIVIL CONSTRUCTION PERMIT
PAGE:
ONE INCH DATUM • DRAWING NO:
AT FULLPlanning/Building/Public works Dept.
IF NOT ONEEINCH CIVIL IMPROVEMENT PLAN C3.02
INC
SCALE ACCORDINGLY
rs
9 HEET:GF 61