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PARCEL
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S 3RD ST
8" SD, TYP
17
.
9
'
±
RIGHT-OF-WAY LINE,
TYP
PROP LANDSCAPING,
REFER TO LS PLAN, TYP
PROP SITE SEATING, TYP
REFER TO LS PLANS
CLEAN OUT (CO)
4" IE 35.2 0UT, NE
AD 10 (EXIST)
ADJUST RIM TO FG
PROP LIGHTING ROUTING
(2)-1" PVC CONDUIT
(2)-34" PVC CONDUIT
REFER TO ELEC PLANS
PROP LIGHTING ROUTING
(2)-3
4" PVC CONDUITS
(2)-1" PVC CONDUITS
REFER TO ELEC PLANS
INTERCEPT EXIST 3/4"
CONDUIT REFER TO
ELEC PLANS
INTERCEPT EXIST 3
4" CONDUIT TO
SERVICE PROP LIGHT
REFER TO ELEC PLANS
PROP ELEC ENCLOSURE
REFER TO ELEC PLANS
MATCH EXIST
GRADES, TYP
REFER TO LS PLANS FOR
SOFTSCAPE GRADING, TYP
AD 11
CO
4" IE 35.48 0UT, NW
AD 12
PROP LIGHT POLE, REFER
TO LS AND ELEC PLAN, TYP
CONNECT TO EXIST CB
EXIST RIM 35.58 ±
8" IE IN 33.6 ± (N)
EX 12" IE IN 33.6 ± (E)
EX 12" IE OUT 33.6 ± (S)
SDCB 100
AD 20
AD 13
RIM 37.55±
4" IE IN 35.0 (NE)
4" IE OUT 35.0(SE)
66" SPU WATER MAIN
52" SPU WATER MAIN
ELECTROLYSIS TEST STATION, PER
CITY OF SEATTLE STD PLAN 360.
REROUTE EXIST SPU ELECTROLYSIS
TEST STATIONS CONDUIT AND
WIRING TO PROP LOCATION.
COORDINATE WITH SPU.
PROTECT EXIST SPU
CATHODIC PROTECTION
RECTIFIER, TYP
SD LINE 10
SD LINE 20
CONTRACTOR SHALL COORDINATE
WITH SPU PRIOR TO AND DURING
ANY CONSTRUCTION WITHIN THE
SPU PARCEL
12" SPU
WATER MAIN
MATCH EXIST GRADES,
TYP
SOUTH ENTRY
ENLARGEMENT
PEDESTRIAN
CONCRETE PAVING,
REFER TO NOTE 7, TYP
1
C3.13
PIAZZA PARK PIAZZA
PARK GRADING
ENLARGEMENT WEST
LIMITS OF WORK,
TYP
1
C3.51
4" FRENCH
DRAIN (FD),
TYP
SLOPE @
0.5% MIN
PROP PERMEABLE SURFACING
AT EXIST TREE, TYP
EXIST CONCRETE
PAVING TO REMAIN, TYP
PROP FLUSH
CONCRETE CURB, TYP
2
C4.50
PROP PERMEABLE
SURFACING AT PROP TREE,
TYP
2
C4.50
PROP VEHICULAR PAVING,
CONCRETE PANEL
REPLACEMENT, TYP.
REFER TO NOTE 6.
PROP FACE OF CONCRETE
TRAFFIC CURB,
PER COR STD PLAN 101
1
C4.50
PARCEL
#5696000055RELOCATE EXIST
WATER DRINKING
FOUNTAIN, LOCATE
PER LS PLAN
CONNECT DOMESTIC WATER,
AND SS SERVICE TO EXIST
ONSITE INFRASTRUCTURE.
MATCH EXIST SERVICE SIZES
FOR FOUNTAIN. REFER TO
NOTE 2.
4.0'
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SSCO,
TYP
2
C3.50
EXIST 1" LS IRRIGATION
WATER METER, PER COR 1" DCVA, REFER
TO LS PLANS
PROP ELEC POC
(1) 2" PVC CONDUIT
LS ELEC RECEPTACLE,
CONNECT TO EXIST CONDUIT,
REFER TO LS AND ELEC PLANS
PROP LIGHT POLE POC, TYP
ELEC JUNCTION BOX, TYPE 1 PER COR STD PLAN
119 AND 120, AND WSDOT STD PLAN J-40.10-04(1)
2" PVC CONDUIT, REFER TO ELEC PLANS
PROP LIGHTING ROUTING
(1) 2" PVS CONDUIT,
REFER TO ELEC PLANS
NOTES:
1.REFER TO C1.00 TO C1.02 FOR GENERAL NOTES, LEGENDS, AND ABBREVIATIONS.
REFER TO C3.00 FOR CIVIL IMPROVEMENT'S LEGEND AND NOTES.
2.CONTRACTOR SHALL CONFIRM POC'S PRIOR TO CONSTRUCTION WHEN CONNECTING TO EXISTING
SYSTEMS AND NOTIFY ENGINEER OF ANY DISCREPANCIES. PRIOR TO CONSTRUCTION, FIELD VERIFY
DOWNSTREAM INVERTS FOR ALL EXISTING SS AND SD PIPES, AREA DRAINS AND CATCH BASINS WITH
PROPOSED UPSTREAM CONNECTIONS. CONFIRM EXISTING OUTLET INVERTS PROVIDE POSITIVE DRAINAGE
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. CONFIRM DRINKING
FOUNTAIN IS CONNECT TO EXIST DOMESTIC WATER SUPPLY PRIOR TO INSTALLATION.
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
OF RENTON STD DETAILS. PAVEMENT SECTION SHALL BE PER CITY OF RENTON STD DETAILS, OR MATCH
EXISTING WHICHEVER IS GREATER. MATCH EXISTING PAVEMENT MATERIAL PER ASSOCIATED STANDARD
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.
7.PEDESTRIAN CONCRETE, MINIMUM SECTION:
4" CONCRETE
6" CSBC
REFER TO LANDSCAPE FOR CONCRETE SCORING, COLOR, AND FINISHES.
8.THE RENTON MARKET AND PIAZZA 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.
8.2.WATER QUALITY: THE PROJECT PROPOSES LESS THAN 5,000 SQUARE FEET OF NEW PLUS REPLACED
IMPERVIOUS SURFACE (PGIS), AND LESS THAN ¾ ACRES OF POLLUTANT GENERATION PERVIOUS
SURFACE (PGPS), THEREFORE WATER QUALITY IS NOT REQUIRED.
8.3.ON-SITE BMPS: THE PROJECT PROPOSES MORE THAN 2,000-SF OF NEW PLUS IMPERVIOUS SURFACE,
THEREFORE ON-SITE STORMWATER MANAGEMENT (OSM) IS REQUIRED. ALL AVAILABLE OSM BMP'S
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.
14.LOCATION AND DEPTH OF EXISTING SPU WATER MAINS (TRANSMISSION PIPE LINES) IS APPROXIMATE.
14.1.SPU SHALL BE NOTIFIED AND ONSITE WHILE CONTRACTOR PERFORMS ANY CONSTRUCTION WITHIN
THE SPU PARCEL. SPU SHALL BE NOTIFIED AT LEAST 3 BUSINESS DAYS PRIOR TO CONSTRUCTION.
CALL NUMBER (206)-386-1800.
14.2.AN EXISTING CATHODIC PROTECTION SYSTEM IS PRESENT AT THE CROSSING LOCATION OF THE SPU
TRANSMISSION PIPELINE. PROTECT EXISTING CATHODIC PROTECTION SYSTEM.
14.3.CLEARANCE BETWEEN SPU WATER TRANSMISSION PIPELINE AND PROPOSED STORM DRAIN SHALL BE
12" MIN. CONTRACTOR TO ALERT ENGINEER AND SPU IF MINIMUM CLEARANCE CANNOT BE MET PRIOR
TO CONSTRUCTION.
Call 811
two business days
before you dig
R
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AHJ Project No.:
Project No.:
Revisions:
233 Burnett Ave S.
Renton, WA 98057
Renton Market
& Piazza
1507 Belmont Ave, Suite 200
Seattle, Washington 98122
206.323.9932
No.:Date:Description:
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
100%
CONSTRUCTION
DOCUMENTS
02/10/2025
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1 inch = 10 feet
5'10'20'
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2026-01-23