HomeMy WebLinkAboutR-412344SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
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SURFACE WATER STANDARD PLAN NOTES:
THE FOI,LQWINF,. pS A USTENG QF GFNERAIr NOTE$ THAT SHALL BE INCORPORATED IN THE DRAINAGE. PLAN SET. ALL THE NOTE$ 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 THE REMAINING MOTES. IF ADDIT*NAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS_ THEY SHALL BE ADDEO AFTER THE
SURFACE WATER STANDARD PLAN N07ES.
1 BEFORE ANY CONSTRUCTION CR DEVELOPMENT ACTIVITY OCCURS. A PRE -CONSTRUCTION MEfTING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY
REFERRED TO AS THE CITY. THE APPLICANT. AND THE APPLICANT'S CONTRACTOR.
2. THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY, STATE, AND FEDERAL PERMITS PRIOR TO CONSTRUCTiChN.
3. ALL STORM DRAINAGE IMPROVEMENTS SHALL BE MiGNED AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF REN70N SURFACE
WATER DESIGN MANUAL (RENTON SWOM), RENTON MUNICIPAL CODE IRMCI, AND THE STANDARD SPECIFICATIONS FOR ROM). BRIFIGE AND MUNICIPAL
CONSTRUCTION PREPARED BY WSDOT AND THE AMERFCAN PUBLIC WORKS ASSOCIATItiN! (APWA). IT SHALL BE YrIE SOLE RESPONSIBILITY CF THE APPLICANT To
CORRECT ANY ERROR. OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THE PLANS. ALL CORRECTI DNS SHALL BE AT NO ADDITIONAL COST TO
THE CITY-
4 APPROVAL OF THE ROAD, GRADING, PARING, BUILDING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION (E.G. WATER,
SILVER, GAS, ELECTWCAL ETC.I. PLANS FOR STRUCTURES SUCH AS BRIDGES. VAULTS, AND RETAINING WALLS REQUIRE A 5FPARATE REVIEW AND APPROMAL SY
THE CITY PRIOR TO CONSTRUCTION. T#E SURFACE WATER DRAINAGE SYSTEM SHALL 9E CONSTRUCTEL] ACCOkOING TO THE APPROVED PLAN$- Ate Y D1=VLATION
FROM THE APPROVED PLANS WILL REQUIRE COORDINATION FOLLOWED BY WRITTEN APPROVAL F-RCM1 THE CITY.
A COPY OF THE APPROVED PLANS -SHALL BE ON THE JCB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
S. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHALL
TTIER€FORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE ArSPONSWILITY OF THE APPLICAfrr AND THE APPLICANT'S
CONTRgC70R 70 INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCA7EONS SHOWN, AND 70 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 $HALL IIAMIEDIATELY NOTIFY THE ENGINEER OF RECORD IF A
CONFLICT EAUSTS.
7- VERTICAL DATUM SHALL BE NAVE) B$ AND HORIZONTAL DATUM SHALL 65 KM 83 (WA STATE PLANE, NORM, UNLESS OTHERWISE APPROVI=D BY THE CITY.
REFERENCE BENCHMARK- DATUM, AND ELEVATIONS SHALL BE NOTED ON THE PLAN5-
8 ALL UTILITY TRENCH BACKFILL AND ROADWAY SLIBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY PER SECTION 2.03.3I14p0 - COMPACTION AND
MOISTURE CONTROL TESTS OF THE WS007 STANDARD SPECIFICATIONS. IN PERMEABLE PAVEMENT AND OTHER INFILTRATION AREAS- kl-L 7RENCIi BACKFILL SHALL
BE FIRM AND UNYIELDING BUT IN NO CASE SHALL BE COMPACTED TO MORE THAN 92 % OF MAXIMUM DRY DENSITY.
9. OPEN CUTTING OF EXISTING ROADWAYS FOR =RM DRAINEAGE WORTS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CTrI" AND NOTED ON THESE
APPROVED PLANS, ANY OPEN CUT SHALL M RESTORED IN ACCORDANCF WITH THE CITY TRENCH RESTORATION S7ANDARDS-
10. ALL Pi PE AND STRUCTURES SHALL BE STAKED FOR SURVEY LINE FIND GRFAOE PRIOR TO THE START OF CONSTRUCTION WHERE SHOWN 13%THE PLANS OR WHERE
OIRECTEO 9Y I-K.E CITY. THE EXFStING MANHOLI=5, CATCH BASINS- OR INLETS SHALL BE ADJUSTED TO THE GRADE AS STAKED.
11. ALL FLOW CONTROL FACILITIES SHALL BE INSTALLED AND IN OPERATION PRIOR TO. DR IN CONJUNCTION WITK. ANY CONSTRUCTION ACTIVITY UNLESS OTHERWISE
APPROVED 13Y THE CITY
12. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION 1N ACCORDANCE WITH THE CURRENT STATE OF WA.SHINGTON STANDARD
SPECIFICATION POP ROAD AND 13RIOGE CDNSTRUCT'ION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION
MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL B£
SUPPORTED ON A UNIFORMLY DENSE 1)NYIELDING BASE. ALL PIPE BEDDING AND BACKFILL SHALL BE ,AS SHOWN DN THE CITY STANDARD PLAN 13.00, 270-1 D, AND
M-24.
13. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT 1, 2, OR 5 INSIDE AND OU7SIDE
14. ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SHALL BE FITTED WITH DUCTILE IRON, BOLT -LOCKING LIDS PER THE CITY STANDARD PLAN
2124.10. 204311, 204.30, AND 2134.50. STRUCTURES SHALL HAVE:
• RECTANGULAR OR ROUND. SOLID LIOS WHEN NOT COLLECTING RUNOFF• AND CUTS ICE OF THE ROADWAY.
• ROUND. SOLID LIDS WHEN NOT COLLECTING RUNOFF. AND LOCATED WITHIN THE ROADWAY, BUT OUTSIDE OF THE CURB+GUTTER LINE.
• RQLFNQ. SOLED LID$ 01$PL.AYIN61 THE CITY LOCO WHEN WITHIN THE PUBLIC RIC3HT-0E-WAY OR IN AN EASEMENT TO THE CITY. PRIVATE $TRVCTAJRE LI➢S OUTS1DE
PUBLIC RIGHT-OF-WAY AND E&4 EMENTS TO THE CITY SHALL NOT UISPLAY THE CITY LOGO,
15- BUILDINGS AND OTHER STRUCTURES SHALL REPLACED IN ACCORDANCE WITH TMLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES OF THE RENTON SWD14-
16, LIDS OF MANHQLESICATCH BASINS WFTHIN PUBLIC RIGHT-OF-WAY SHALL NOT BI= ADJUSTED TO FINAL GRADE UNTIL AFTER PAVING, ALL NMANHOLUCATCH BA511N RIMS
SHALL BE ADJUSTED TO BF FLUSH Wrn4 FINAL RMSHED GRADES. UNLESS OTHERWISE SHOWN
17. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY RIGHT-OF•WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE
DRIVEWAY TO THE BOTTOM OF THE DITCH.
uNLF35 4i1TFRwu NOT0. DRAWING 15 Ncn TO 5C4LE INT51
STD, PLAID - 267.00
+4 PUBLIC WORKS SURFACE WATER STANDARD PLAN PP![ D
,r1 DEPARTMENT G 9/28/2018
NOTES (1 OF 2)
h�Lh w.6 ailn.L -mu DATI
: 4 5 AI
SURFACE WATER STANDARD PLAN NOTES:
THE FQLLOWING I A LI$-DNG OF GENERAL NOTES THAT $HALL BE INCORPORATED IN THIE DRAINAGE PLAN $ET. ALL T1iF NQTES QN THE LIST MAY NOT PERTAIN TO EVERY
PROJECT THE APPLICANT OR OWNER, HERESY REFERRED TO AS APPLICANT. MAY STR IKFm MT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, TNF
APPLICANT SHALL HOT RENUMBER NOR EDIT THE REMAINING NOTES, IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS. THEY SHALL BE ADDED AFTER THE
SURFACE WATER STANDARD PLAN NOTES.
18. ROCK FOR EROSION PROTECTION OF ROAADSIDf DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED T'OAMINIMUM DEPTH OF ONE()) FOOT
AND SHALL MEET THE FOLLOWING SPECIFICATIONS:
• 4-8INCHROCK?A0.70°! PASSING;
• 2 .4 INCH RACK f W - 40% PASSING: AND
• LESS THAN 2 INCH ROCK 110 - 20% PASSING.
19. FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE INTERCONNECTED AND SHALL SEPARATELY CONVEY CCLLECT&D FLOWS TO THE
CONVEYANCE SYSTEM OR FLOW CONTROL FACILITY ON THE SITE, UNLESS APPROVED BY THE CITY FOOTING DRAINS SHALL NOT BE CONNECTED TO ONSITE BMPS.
20. THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED- A CLEANOUT TOPPED WITH A BOLT -LOCKING LID MARKED -STORM" SHALL BE LOCATED AT THE PROPERTY
LINE OR AT THE PQENT OF CQNNECTIQN QF A PRIVATE STORM DRAINAGE CONVEYANCE SYSTEM PER THE. CITY $TANOARD PLAN $?7.00-
21. ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR LINE AND GRADE BY A SURVEYOR LICENSED IN WASHINGTON STATE. AND CUT SHEETS SHALL BE PROVIDED
TO THE CITY PRIOR TO CONSTRUCTION.
22. ALL NEWLY -INSTALLED AND NEWLY-REH ABtLITATED (PUBLIC AND PRIVATES STORM CONVEYANCE SYSTEMS.SHALL BE INSPECTED BY MEANS OF REMOTE CCTV
ACCORDING 70 THE CITY STANDARD PLAN 26600, CCTV INSPECTEONS AND REPORTS SHALL BE SUWFTTED TO THE CITY PRIOR TO RECEIVING APPROVAL TO INSTALL
PROJECT CURBS, GUTTERS ANMR PAVEMENT.
23 ALL STORM SYSTEMS AND CONNECTIONS TO EXISTING MAINS SHALL BE TESTED IN ACCORDANCE WITH SECTION 7-04.3(1 ) OF THE WSOOT STANDARD SPECiRCATIONS
AND IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY. STORM DRAIN STUBS SHALL SE TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAIN STORM IS
TESTED.
24. FOR ALL DISTURBEQ PERVIOUS AREAS (COMPACTED. GRADED, LANDSCAPED, ETC.y OF THE DEVELOPMENT SITE, TC MAINTAIN THE MOISTURE CAPACITY OF THE SOIL
EITHER STOCKPILE AND REDISTRIBUTE THE EXISTING DUFF LAYER AND NATIVE TOPSOIL OR AMEND THE SOIL WITH COMPOST IN ACCORDANCE WITH STANDARD PLAN
264.00.
25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PER1u3FTS 13Y THE CLTY DOES NOT RELIEVE THE APPLICANT OF THE CONTINUING LEGAL OULIGATION ANMOR LIABILITY
CONNECTED WITH STORMWA7ER DISPOSAL THE CITY DOES NOT ACCEPT ANY 00LIGATION FDf; THE PROPER FUNCTIONING AND MALNTENANCE OF THE STORM
SYSTEM PROVIDED DURING CONSTRUCTION.
26. ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS. AND ANY OTHER ACTIONS NEEDED TO PROTECT THE LIFE, HEALTH. AND SAFETY CI
T H 5- PUBLIC. AND TO PROTECT PROPERTY IN CONNECTPON WITH THE PERFORMANCE OF! WORK SHALL 91= PROVIDED. ANY WORK WITHIN THE tRAV3=LED
RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLG%k SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE CITY. ALL SECTIONS OF THE W5DCT
STANDARD SPECIFICATIONS 1-M TEMPQFUARY TRAFFIC CONTFLQL SHALL APPLY
'7 PROJECTS LOCATED WITHIN THE CfrY'S AQUIFER PROTECTION AREA (APA} SHALL COMPLY WITH SPECIAL REQUIREMENT #5 OF THE RENTGN SWDM AND AQUIFER
PROTECTIM REGULATIONS (RMC 4-3.OW
28. PLACEMENT OF SURFACE APPURTENANCES (CATCH BASIMMANHOLE LIOS. CLEANOUTS, INLETS, ETC.) IN THE STREET TRAVEL LANE WHEEL PATH, INTERSECTIONS OF
STREET TRAVEL LANES, BI(3= LAKES. SIDEWALKS, AND CROSSWALKS SHALL BE AVOIDED WHENEVER POSSIBLE. ANY SURFACE APPURTENANCE PLACED IN A
SIDEWNX OR CROSSWALK SHALL BE FITTED WITH A NON -SLIP OR NDN-SKID LID PER ARA REQUIREMENTS.
28 CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PLANS- PRIVATE SYSTEMS SHALL BE MAJNTAJNED BY THE APPLICANT.
}C. MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4.2.i.A2 OF THE RENTON SWDM.
a1. CONSTRUCTED PERMEABLE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF 20 INCHES PER HOUR IMMEDIATELY AFTER THE
PAVEMENT SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 14 MINUTES. COMPLIANCE INITH THIS MINIMUM RATE SHALL BE CHECKED PRIOR TD
CONSTRUCTION APPROVAL OF THE PAVEMENT. COMPLIANCE MAY BE CHECKED USING A SIMPLE BUCKET TEST IN WHICH 5 GALLONS OF'WATER IS POURED ONTO THE
PAVEMENT SURFACE ALL AT ONCE IF ONLY A MINOR AMOUNT CF WAT1=R PONDS DR RuNs OFF THE SURFACE, THEN THE PAVEMENT IS CONSfIOEREU TO MEET THEE
MINIMUM RATE OF ABSORPTION. AT LEAST ONE TEST SHALL BE COF40UCTE❑ PER 109 SQUARE F ET OF PERMEABLE PAVEMENT- IF T3i15 TEST IS NOT CONC LU SI'•iF
THEN ANOT-44ER TEST PER ASTM C171)1 SHALL BE CONDUCTED. FOR LARGE AREAS (E-G., PARKING AREAS p• TESTING OBSERVATION MAY BE ACCQMPLWHE❑ WHILE
WALKING BEHIND A $LQWLY MQVINIG WA7ER TRUCK 0ISCHARQINQ WATER AT RATE SIMILAR TO THE BUCKET TEST. PERMEABLE FAVER$ SHALT BE TESTED USINQ
ASTM C17g1,
UNLESS otHERW15i NOTF0. DRAWING L$ N0i'V SCALE INT51
STD. PLAN - 267.10
URIPUBLIC WORKS SURFACE WATER STANDARD PLAN PPA
DEPARTMENT NOTES (2 OF 2) GAZ 9/Z8/2018 I
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14*
FRAME AND VANED GRATE
1.41.9-, 1r.OR24"
i CNE #3 OAR HOOP FOR V' HEIGHT
INCREMENT (SPACED EQUAi-LY).
SEE NOTE 1
RECTANGULAR ADJUSTMENT SECTION
p e
03 BAR EACH CORNER
#3 BAR EACH SIDE
PRECAST BASE SECTION
#3 BAR HDDP
43 BAR EACH
CORNER 1E' MIN.
SEE NOTE I
ALTERNATIVE PRECAST SASE SECTION
PUBLIC WORKS
PIR) DEPARTMENT
PIPE ALLOWANCES
MASH MUM
PIPEMATERIAL
INSIDE
DIAMETER
REINFORCED OR PLAIN
12'
CONCRETE
ALL VIETAL PIPE
IV
CPSSP',
12"
STD- SPEC- 9-M.20
SOLID WALL PVC,
STD- SPEC- 9-M-12(1
16'
PROFILE WALL PVC,
STD. SPEC. 9�-05.12(2)
15,
'CORRUGATED PCLYETHYLENE STORM
SEWER PIPE
1. AS ACCEPTABLE ALTERNATIVES TO THE RERAR S*.KMN
IN THE PRECAST BASE SECTION. FIBERS (PLACED IN
ACCORDANCE WITH STANDARD SPECEFICA7ION
4435.5D(9)I, OR WIFR MESH HAVING A MINIMUM AREA OF
0.12 SQUARE INCHES PER FOOT SHALL HE USED WITH
THE M1NiMUM REQUIRED MBAR SHOWN IN THE
ALTERNATIVE PRECAST BASE SECTION. WIRE MESH
SHALL NOT BE PLACED IN THE KNOCKOUTS. AS AN
ACCEPTABLE ALTERNATIVE TO THE REBAR SHOWN IN
THE RFCTANGUL•AR ADJUSTMENT SECTION. WIRE MESH
14AVING A MINIMUM AREA OF 0. 12 SQUARE INCHES PER
1±00T MAY BE USED.
2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER
THAN 20'- KNOCKOUTS SHALL HAVE A WAI-4 THICISFIESS
OF 2" MINIMUM 70 2.5' MAXIMUM. PROVIDE A 15'
MINIMUM GAP MT*FEN THE KNOCXCUT WALL AND THE
OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED.
FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH
STANDARD SPECIFICATION 9-04 3,
3. THE MAXIMUM DEPTHI FROM THE FINISHED GRADE TD
THI- LOWEST PIPE INVERT SHALL BE 5 F£ET-
4. THE FRAME AND GRATE MUST BE INSTALLED WITA THE
FLANGE DOWN.
5- THE PR@CAE3T RASE SECTION MAY HAVE A ROUNOF0
FLOOR. AND THE WALLS MAY BE SLOPED AT A RATE QF
1H:24V OR STEEPER
S. THE OPENING SHALL BE MEASURED AT THE TOP OF THE
PRECAST BASE SECTION
7. ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER THE
INLET HAS BEEN PLACED. LASE GROUT TYPE 2 FOR
NQWSHRINK APPLICAT0INS iN AGQOROANCE WITH
STANDARD SPECIFICATION 9-20.3(Pj.
8, ALL GRADE RINGS AND CASTINGS SHALL BE NT IN
MORTAR IN ACCORDANCE WLTH STANDARD
SPECIFICATION 9-D4.3. THEN APPLY MORTAR TO INSIDE
AND OUTSIDE OF ALL JOINTS. RINGS, RISERS. AND
FRAMES.
9, MORTAR SHALL M MIXED MD APPLIED PER
MANUFACTURER'S DIRECTIONS.
1D. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY
YAPPING UNTLL FRAME IS FLUSH WITH PAVEMENT AS
OETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT
LENGTH
11. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND
RL3AAIN VISIBLE UPON COMPLETEON.
CATCH BASIN TYPE 1
UNLESS OIHERWI$S NOTEi3, DRAWING IS Nor YG SCALr ANTQ
STD. PLAN - 200.00
APPR ED:
GAZ 9/28/2019
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11235 s.e. 6th street I suite 150
bellevue, wa 98004
t: 425.453.9501 1 f: 425-453-8208
www.navixeng.com
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Date:
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ENGINEERS CONSTRUCTION RECORD CERTIFICATION
THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN
INTENT. THIS PLAN, AS MODIFIED HEREIN, REPRESENTS THE RECORD v
CONDITIONS OF THE NEW CONSTRUCTION SHOWN, BASED UPON OUR
VISUAL OBSERVATION, CONTRACTOR INSTALLATION NOTES AND FIELD Z
CD MEASUREMENTS BY THE CONTRACTOR. THIS DOCUMENT DOES NOT
rl) REPRESENT A DETAILED FIELD SURVEY. THE ENGINEER HEREBY
CD CERTIFIES THAT, BASED UPON THE METHODOLOGY DESCRIBED ABOVE, a
CONSTRUCTION SHOWN IS CONSISTENT WITH THE DESIGN INTENT
w EXCEPT AS NOTED, AND ACCURATELY REPRESENTS THE EXISTING I.L.
co CONDITIONS, PER CONTRACTOR PROVIDED RECORD INFORMATION. Q
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NAVIX CERTIFICATION Q
R-412344 BY O
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS LV
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S= SURVEYED: SCALE: DATE:
HORIZONTAL: AL AD 119 3/1991
DESIGNED: VRI
FIELDBOOK:
Z.NALL CITY O F 09.26.2022 J
_ 2 RECORD DRAWINGS NAVIX 09.29.22 JET JAREEN RENTON TOPGOLF RENTON O
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2 RECORD DRAWINGS NAVIX 06.10.22 JET DRAWN: 780 LOGAN AVENUE NORTH PAGE:
J.GREEN ONE INCH DATUM � DRAWING N0: ('
T„ 1 RECORD DRAWINGS NAVIX 05.17.22 JET CHECKED: AT FULL SCALE RENTON, WA 98057 Ci'3.9 a
ITAFLIN IF NOT ONE INCH Planning/Building/Public Works De t
% NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY P DRAINAGE NOTES &DETAILS SHEET: OF: O
m ITAFLIN 44 82