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Dur.c6on Envelope ID 345B681D-914F-4F2D-AR59-7C1921)3B78A3
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SURFACE WATER STANDARD PLAN NOTES:
THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE DRAINAGE PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY
PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT, HOWEVER, THE
APPLICANT SHALL NOT RENUMBER NOR EDIT Ti-E REMANING NOTES. IF ADDITIONAL NOTESARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALLBE ADDED AFTER THE
SURFACE WATER STANDARD PLAN NOTES.
1 BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUC DON MEETING SMALL BE HELD AMONG THE CITY OF RENTON, HEREBY
REFERRED TO AS THE CITY. THE APPLICANT, AND THE APPLICANTS CONTRACTOR-
2. THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY, STATE, AND FEDERAL PERMITS PRIOR TO CONSTRUCTION.
3. ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WFFH THE LATEST EDITEON OF THE CITY OF RENTON SURFACE
WATER DESIGN MANUAL ($RENTON SWDM), RENTON MUNICIPAL CODE (RMCI, AND THE STANDARD SPFCIRCATIONS FOR ROAD, BRIDGE AND MUNICIPAL
pDNSTRUCTIpN PREPARED {1Y WSppT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA}. IT 5!-FALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT TQ
CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THE PLANS. ALL CORRECTIONS SHALL 13E AT NO ADDITIONAL COST TO
THE CITY.
4. APPROVAL OF THE ROAD, GRADING, PARKING, BUILDING, AND DRAWGE PLAN DOES NOT CONSTIYUtE AS APPROVAL OF ANY OCHER. CON5TRUCTION (E.G. WATER,
SEWER GAS- ELECTRICAL- ETC.). PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY
THE CITY PRIOR TO CONSTRUCTION. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION
FROM THE APPROVED PLANS WILL REQUIRE COORDINATION FOLLOWED BY WRITTEN APPROVAL FROM THE CITY.
S. A COPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS
S. THE LOCATIONS OF ALL EXISTING LMUTES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHALL
THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT FS THE SOLE RESPON5151LFTY OF THE APPLICANT AND THE APPLICANTS
CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT
SHOWN HEREON THAT MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE APPLICANT SHALL RECORD ON THE AS -BUILT DRAWINGS ALL
UNDOCUMENTED UTILITIES DISCOVERED AND ANY CHANGES TO THE APPROVED PLANS. THE APPLICANT SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD IF A
CONFLICT EWTS.
7- VERTIM DATUM $HALL BE NAVD 80 AND HORIZRNTAL R DATUM SHALL BE MAD B3 (WA STATE PLANE, NORTH}. UNLESS OTHERWISE APPROVED BY THE CY.
REFERENCE BENCHMARK, DATUM, AND ELEVATIONS SHALL BE NOTED ON THE PLANS.
B. ALL UTILITY TRENCH BACKFILL AND ROADWAY SUBGRADE SHALL BE COMPACTED TO 95%MMMUM DRY DENSITY PER SECTION 2.03.N14)O - COMPACTION AND
MOISTURE CONTROL TESTS OF THE WSDOT STANDARD SPECIFICATIONS. IN PERMEABLE PAVEMENT AND OTHER INFILTRATTDN AREAS, ALL TRENCH RACKPILL SHALL
SE FIRM AND UNYIELDING BUT IN NO CASE SHALL BE COMPACTED TO MORE THAN 92% OF MAXIMUM DRY DENSITY.
A OPEN CUTTING OF EXISTING ROADWAYS FOR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CFTY AND NOTED ON THESE
APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY TRENCH RESTORATION STANDARDS.
10. ALL PIPE AND STRUCTURES SHALL BE STAKED FOR SURVEY LINE AND GRADE PRIOR TC THE START OF CONSTRUCTION. WHERE SHOWN ON THE PLANS OR WHERE
DIRECTED BY THE CITY, THE EXISTING MANHEOLE$, CATCH BASINS, OR INLETS SHALL BE ADJUSTED TO THE GRADE ALE STAKED-
t 1 ALL FLOW CONTROL FACILITIES SHALL BE INSTALLED AND IN OPERATION PRIOR TO, OR IN CONJUNCTION WITH, ANY CONSTRUCTION ACTIVITY UNLESS OTHERWISE
APPROVED BY THE CITY.
12. ALL PIPE AND APPURTENANCES SHALL 13E LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHENOTON STANDARD
SPECI FIGATIGN FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE T NCH BOTTOM OR THE TOP OF THE FOUNDATION
AL I7E RE
MATERIAL, A$ WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE
SUPPORTED ON A UNIFORMLY DENSE. UNYIELDING BABE ALL PIPE BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE CITY STANDARD PLAN 220.00, 2N.10. AND
220,20
79. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT 1.2. OR 5 INS3DE AND OUTSIDE.
m. ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SHALL BE FFFMO WITH DUCTILE IRON. BOLT-LOCKINCy LID$ PER THE CITY STANDARD PLAN
204 M 204.20. 204.30. 204.40, AND 204 50 STRUCTURES SHALL HAVE:
RECTANGULAR OR ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND OUTSIDE OF THE ROADWAY.
. ROUND, SOLID DDS WHEN NOT COLLECTING RUNOFF, AND LOCATED WITHIN THE ROADWAY. BUT OtFTSDE OF THE CURWGUTTER LINE
. ROUND, SOLID LIDS 'DISPLAYING THE CITY LOGO WHEN WITHIN THE PUBLIC RIGHTOF-WAY OR IN AN EASEMENT TO THE CITY. PRIVATE STRUCTURE LIDS OUTSIDE
PUBLIC RIGHT-OF-WAY AND EASEMENTS TO THE CITY SHALL NOT DISPLAY THE CITY LOGO.
15. SUILOINGS AND OTHER STRUCTURE$ SHALL BE PLACED IN ACCORDANCE WFIH TABLE 4.1 EASEMENT WIOTHS AND BUILDING SETBACKS LINES OF THE RENTON 5WDM
15. LIDS OF MANHOLESIGATCH BASINS WITHIN PUBLIC RIGHT-0E-WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL AFTER PAVING. ALL MANHOLE+CATCH BASIN RIMS
SHALL BE ADJUSTF-O TO BE FLUSH WITH FINAL FINISHED GRADES, UNLESS OTHERWISE SHOWN
17. ALL ORNEWAY CULVERTS LOCATED WITHIN CFTY $lIF. T-OP-WAY $HALLBE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3.T SLOPE FROM t HE EDGE OF 1+15
DRIVEWAY TO THE BOTTOM OF THE DITCH,
AdlnbL STD. PLAN - 267.00
PUBLIC WORKS SURFACE WATER STANDARD PLAN La�rtin
U DEPARTMENT NOTES (1 ❑F 2) Pastucha$/13/2020
DATE
Encompass,
ENGINEERING & SURVEYING
Western Washington Division
165 NE Juniper Street, Suite 20l • IssaQuah, WA 98027 • Phone: (425) 392-0250
Eastern Washington Division
407 Swiftwater Blvd. ■ Cle Elum, WA 98922 ■ Phone: (509) 674-7433
18:4f
SURFACE WATER STANDARD PLAN NOTES:
THE FOLLOWING 13 A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN TFIE DRAINAGE PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY
PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRER TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT, HOWEVER, THE
APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTESARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE
SURFACE WATER STANDARD PLAN NOTES.
18. ROCKS FOR EROSION PROTECTION OF ROADSIflE DITCHES, WHERE REQUIRED. SHALL BE OF SOUND QUARRY ROCK PLACED TG A MINIMUM DEPTH OF ONE 11) FOOT
AND SHALL MEET THE FOLLQWING SPECIFICATIONS;
• 4 - B INC H ROCK 141) 4IM PASSING;
. 2. 4 INCH ROCK i M - 4n PASSING; AND
• LESS THAN 2 INCH ROCK (TO - 20% PASSING.
19. FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE INTE3tCONNECTED AND SHALL SEPARATELY CONVEY COLLECTED FLOWS TO THE
CONVEYANCE SYSTEM OR FLOW CONTROL FACILITY ON THE SITE, UNLESS APPROVED BY THE CITY, FOOTING DRAINS SHALL NOT BE CONNECTED TOONSITE BMPS.
2U THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED. A CLEANOUT TOPPED WITH A BOLT,LOCKING LID MARKED "STORM' OR "DRAIN* SHALL BE LOCATED AT THE
PROPERTY LINE OR AT THE PRINT OF CONNECTION OF A PRIVATE STORM DRAINAGE CONVEYANCE SYSTEM PER THE CITY STANDARD PLAN 227.00.
21. ALL STORM SYSTEM EXTENSIONS SHALL 8E STAKED FOR LINE AND GRADE BY A SURVEYOR LICENSED IN WASHINGTON STATE, AND CUT SHEETS SHALL BE PROVIDEL
TO THE CITY PRIOR TO CONSTRUCTION.
22. ALL NEWLY -INSTALLED AND NEWLY -REHABILITATED (PUBLIC AND PRIVATE STORM CONVEYANCE SYSTEMS SHALL BE INSPECTED Qv MEANS OF REMOTE CCTV
ACCORDING TO THE CITY STANDARD PLAN 266.00. CCTV INSPECTIONS AND REPORTS SHALL BE SUBMITTED TO THE CITY PRIOR TO RECEIVING APPROVAL TO INSTAL I.
PROJECT CURBS- GUTTERS ANDIOR PAVEMENT
23. ALL STORM SYSTEMS AND CONNECTIONS TO EXISTING MAINS SHALL BE TESTED IN ACCORDANCE WITH SECTION 74D4.3I1) OF THE WSDOT STANDARD SPECIFICATIONS
AND IN THE PRESENCE OF A REPRESENTATIVE OF THE CFTY. STORM DRAIN STUBS SHALL BE TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAIN STORM IS
TESTED
24. FOR ALL DISTURBED PERVIOUS AREAS (COMPACTED. GRADED. LANDSCAPED, ETC.) DF THE DEVELOPMENT SITE, TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL
EITHER STOCKPILE AND REDISTRIBUTE THE ESA"NG DUFF LAYER AND fiATIVE TOPSOIL OR AMEND THE SOIL WITH COMPOST IN ACCORDANCE WITH STANDARD PLAN
2G4.0D
25 ISSUANCE OF THE SULLDIA* OR CONSTRUCTION PERMITS BY THE C17Y DOES NOT RELIEVE THE APPWCANT OF THE CONTINUING LEGAL OBLIGATION ANDIOR L11131LITY
CONNECTED WITH STORMWATER DISPOSAL. THE CITY DOES NOT AGGEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AMC, MAINTENANCE OF THE STORM
SYSTEM PROVIDED DURING CONSTRUCTION.
26. ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT. FLAGGERS, AND ANY OTHER AC-IDNS NEEDED TO PROTECTTHE LIFE, HEAL-TH, AND SAFETY OF
THE PUUUIC, ANI) TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK SHALL BE PRGVIQEO. ANY WORK WITHIN THE TRAVELED
RIGHT-OF-WAYTHAT MAY INTERRUPT NORMAL TRAFFIC FLAW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE CFTY ALL SECTIONS OF THE W,%WT
STANDARD SPECIFICATIONS I -ID TEMPORARY TRAFFIC CONTROL SHALL APPLY.
27. PROJECTS LOCATED WITHIN THE CnY'S AOUIFER PROTECTION AREA {APR} SHALL COMPLY WITH SPECIAL REQUIREMENT 46 OF THE RENTON SWDM AND AOUIFER
PROTECTION REGULATIONS (RMC 4-3-MO).
29. PLACEMENT OF SURFACE APPURTENANCES {CATCH BASIMMANHOLE LIDS, CLEANOLFTS, INLETS, ETC,I IN THE STREET TRAVEL LANE WHEEL PATH. INTERSECTIONS OF
STREET TRAVEL LANES. BIKE LANES, SIDEWALKS, AND GROSSWALKS SHALL BE AVOIDED WHENEVER POSS18LE ANY SURFACE APPURTENANCE PLACED IN A
SIDEWALK OR CROSSWALK SHALL BE FITTED WITH A NON -SLIP OR NON-SKID LID PER ADA. REQUIREMENTS
2S. CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PLANS. PRIVATE SYSTEMS SHALL BE MAINTAINED BY THE APPLICANT
30. MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4.2.1.A2 OF THE RENTON SWIM.
S1. CONSTRUCTED PERMEABLE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF 20INCHES PER HOUR IMMEDIATELY AFTER THE
PAVEMENT SURFACE HAS SEEN WETTED CONTINUCUSLY FOR AT LEAST 10 MINUTES- COMPLIANCE WITH THIS MINIMUM RATE SHALL BE CHECKED PRIOR TO
CONSTRUCTION APPROVAL OF THE PAVEMENT. COMPLIANCE MAYBE CHECKED USING A SIMPLE 9UCK�T TEST IN WHICH 5 GALLONS OF WATER IS POURED ONTO THE
PAVEMENT SURFACE ALLAT ONCE, IF ONLY A MINOR AMOUNT OF WATER PONDS OR RUNS OFF THE SURFACE, THEN THE PAVEMENT IS CONSIDERED TO MEET THE
MINIMUM RATE OF ARSORPTI¢N. AT LEAST ONE TEST SHALL BE CONDUCTED PER 1,DBO SQUARE FEET # PERMEABLE PAVEMENT- IF THIS TEST IS NOT CONCLUSIVE,
THEN ANOTHER TEST PER ASTM C1701 SHALL BE CONDUCTED. FOR LARGE AREAS IE G., PARKING AREAS). TESTING OBSERVATION MAYBE ACCOMPLISHED WHILE
WALKING BEHIND A SLOWLY MOVING WATER TRUCK DISCHARGING WATER AT A RATE SIMILAR TO T11E BUCKETTEST. PERMEABLE PAVERS SHALL BE TESTED USING
ASTM C1781.
UNLESS OTHERWISE NOTED, DRAWING 15 NOT TD SCALE INTS)
STD. PLAN - 267.10
PUBLIC WORKS SURFACE WATER STANDARD PLAN [WOULMIN-7
DEPARTMENT NOTES (2 OF 2) arfin Pastuchk13/2020
MtEgglF iF3i LLU ^,w. 04"D DATE
I
8:48
WASTEWATER UTAITV STANDARD NDTES
1 ALL WORK AND MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY
OF RENTON PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE VV800TIAFVVA STANDARDS AND
SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON STANDARD PLANS & SPECIFICATIONS
A SET OF APPROVI=D PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION
2 CA-RJM FOR VERTICAL CONTROL SHALL 13E NORTH AMERICAN VERTICAL DATl1M 1988 HORIZONTAL CONTROL
$HIAL-L BE NORTH AMERICAN DATUM igOT1991 UNLESS OTHERWISE APPROVED BY THE CITY BENCHMARKS
AND MONUMENTS SHAM_ BE REFERENCED ON THE APPROVED PLANS
3 A PRE -CONSTRUCTION CONFERENCE AND A 24-HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW
CONSTRUCTION IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS.
INi�UDING STREET USE PEIRMITS, PRIOR TO STARTING CONSTRUCTION INSPECTION WILL BE ACCOMPLISHED
BY A REPRESENTATIVE OF TH£ CITY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUSIAC
WORKS INSPECTOR 24 HOURS IN ADVANCE OF SACKFILLING ALL CONSTRUCTION
4 THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS
UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AN APPROVED TRAFFIC
CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIGHT-OF-WAY
5 CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND
FOR THE SAFETY OF WORKERS AND CTHEA-S ON THE CONSTRUCTION SITE IN ACCORDANCE WITH LOCAL,
STATE AND FEDERAL REQUIREMENTS.
B. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR OISTURBANCE
THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF RCW 19 122 A DIG TICKET SHALL BE
OBTAINED A MINIMUM OF TWO BUSINESS DAYS PRIOR TO STARTING ANY EXCAVATION THE CONTRACTOR
SHALL HAVE ACOPY OF THE DIG TICKET ON SITE AT ALL TIMES
7- BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH
OF 12-INCHES, MAXIMUM DEPTH 1&INCHES. THOROUGHLY COMPACTING EACH LAYER TO 95 PERCENT OF
MAXIMUM DENSITY THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE
PIPE OR TO THE SIDE OF THE TRENCH MATERIALS TO COMPLETE THE FILL OVER THE PIPE SHALL BE
ECUIVALENT TO BANK RUN GRAVEL FOR TRENCH BACKFILL (9-03.19).
8 SA4 fTARY SEWER PIPE SHALL BE POLYwNYL CHLORIDE (PVC) RUBBER-GASKETED ASTM D 3034. SOR 35,
CWCJC905 OR DUCTILE IRON CLASS So, UNLESS OTHERWISE APPROVED BY THE CITY
9 SANITARY SEWER PIPES SHALL NOT BE LOCATED UNDER ANY STRUCTURE (WALL, BUILDING FOUNDATION, ETC)
UNLESS APPROVED 8Y THE CITY IF A SANITARY SEWER IS TO BE LOCATED UNDER ANY STRUCTURE (WALL,
BUILDING FOUNDATION, ETC.), IT SHALL BE DESIGNED HY A PROFESSIONAL ENGINEER LICENSED IN T-HE STATE
OF W HIN T AS G ON IN ACCORDANCE WITH stANDARo DETAIL 412
10. OPEN -CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAYS SHALL BE
BACKFILLED WITH CRUSHED SURFACING AGGREGATE I WSDOT SPECIFICATION 9-039(3) AND MECHANICALLY
COMPACTED UNLESS OTHERWISE APPROVED BY THE CITY
t1 ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH
THE STANOA.RDS AND SPECIFICATION OF THE CITY AND THE LATEST EDITION OF THE WSDOTIAPWA STANDARDS
AND SPECIFICATION AS APPROVED AND MODIFIED BY THE CITY IN THE RENTON STANOARD PLANS 8
SPECIFICATIONS THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE
FOUNDATION MATERIAL TO A UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED
ON A UNIFORMLY DENSE, UNYIELDING BASE PIPE BEI)MNG SHALL BE IN ACCORDANCE WITH STANDARD PLAN
405
12 ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF
THE CITY FOR THE PREVENTION OF OWSME EROSION BOTH DURING CONSTRUCTION ANDAFTERTHE
COMPLETION OF CONSTRUCTION IN ACCORDANCE WITH THE CURRENT SURFACE WATER DESIGN MANUAL
13 THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH A RECORD DRAWING OF THE SANITARY SEWER
SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED
PROFESSIONAL SURVEYOR
• PUBLIC W OAKS WASTEWATER UTILITY STP.- PLAN - 413
Arr arnrta
DEPARTMENT Martin Pastucha�olz6l2
STANDARD NOTES
.,,." .,.......,�.n. DATE
6
REVISED PER ASBUILT SURVEY
CP
04/17/2024
SURVEYED: SDM
z
5
REVISIONS PER FIELD CONDITIONS
CP
0911512023
DESIGNED:
4
REVISIONS PER FIELD CONDITIONS
CP
0912812022
NEM
3837�5 �'v
3
REVISIONS PER CITY COMMENTS DATED 6/23/2021
CP
07/01/2021
DRAWN:TLK
p
S`SjONAL �
2
REVISIONS PER CITY COMMENTS DATED 410712021
CP
0410812021
CHECKED:
0510112024
N0.
REVISION
BY
DATE
APPR
EDM
APPROVED: CA
SCALE:
N/A
ONE INCH
AT FULL --.-
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
10 1 1
Know what's below.
Call before you dig.
CITY OF
RENTON
Planning/Building/Public Works Dept.
S411503
R-411510
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
SKYHORSE SHORT PLAT
PR 17- 000438
ASBUILT
CONSTRUCTION NOTES
DATE:
0611712024
FIELDBOOK:
PAGE:
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