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LEGEND (B Y OTHERS)
LEGAL DESCRIPTION (BY 07HERS).
RECORD DRAWN G
NAVD88 C.O.K. ID#43095 STEEL
NAIL IN CASE EL = 182.07'
CENTER OF INTERSECTION OF
33RD PL & PARK AVE N.
PERMIT NO. C24002620
*NO CHANGES ON THIS PAGE**
LOTS 32 AND 33 IN BLOCK 19 OF 14ILLMAN'S LAKE WASHINGTQN GARDEN OF EDEN
ADDITION TO SEA TTL€ NO, 1, AS PER PLAT RECORDED? IN VOLUME 71 L-F PLATS, ON
PAGE 63, RECORDS OF DING COUNTY -
TOGETHER WITH THE SOUTH 112 OF VACATED ALLEY ADJOINING ON THE NORTH,
SI R)A TE IN THE COUNTY OF KING, S TA 7E OF WASHINGTON.
BASIS OF BEARINGS B Y O TiYEI?.S
ASSUMED A BEARING OF N 89 04'28" IN BETWEEN MONUMENT-5 FOUND ALONG THE
CENTERLINE OF N 34 TFI ST
REFERENCES (By OTHERS):
RI. LAKE WASHINGTON GARDEN OF EDEN ADDIPON TO SEATTLE NO. 1, VOL, 71 OF
PLATS, PG. 6.3, RECORDS OF ICING COUNTY, WASHINGTON.
VER 77CAL DA TUM (BY O 771ERS).
NAVDD 88 PER GPS ORSFRVAPONS
SITE TEMP. BENCHMARK
DESCRIPTION: SET PK NAIL & RED WASHER
LOCA TION: IN ASPHAL T, APFROZ, 40-1 FT SE'L Y OF FOUND IKON PIPE FOUND NEAR
SUBJECT SW PROP COR.
ELEVA TION: 112.99'
SUR VEYOR OS NO TES (BY OTHERS)
1. THE TOPOGRAPHIC SURLY SHOWN HEREON WAS PERFORMED IN JANUARY OF
2024. THE FIELD DATA WAS COLLECTED .AND RECORDED ON MAGNETIC MEDIA
THROUGH AN ELECTRONIC T"EODOLITE. THE aA TA FILE IS ARCHI VEO ON DISC CAR
CD. WRITEEM FIELD NOTES MAY NOT EXIST. CONTOURS ARE SNOKIV FOR
CON VFNIFNCE ONL Y. DFSIGN SHOULD REL Y ON SPO T FLEVA TIONS.
2. ALL MONUMENTS SHOWN HEREON WERE LOCATED DURING ?FIE COURSE OF THIS
SURVEY UNLESS OTHERWISE NOTED.
3. THE TYPFS AND LOCA TIONS OF ANY LI TILI TIES SHOWN ON THIS DRA A71NG ARE
BASED ON INFORMATION PRO V70ED TO US B Y OTHERS OR GENrRAL INFORMATION
READILY AVAILA641 IN TH17 PUBLIC DOMAIN INCLUDING, AS APPUCABLE
IDENTIFYING,' MARKINGS PLACED 8r 0TILIFr LOCATE SERWCES AND OBS'ERVFD BY
TERRANE IN THE FIELD. AS SUCH, THE U 77L I TY INFORMA 77ON SHa WN ON THESE
ORA WINCS ARE FOR INFORMA 77ONAL PURPOSES ONL r ANO SHOULD NO T BE
RELIED ON FOR OESICN OR CONSTRUCTION PURPOSES, TERRANE IS NOT
RE.SPONSIBLF OR L.IARLF FOR THE ACCURACY OR COMPLETENESS OF THIS UTILITY
INFORMA 770N. FOR THE ACCURA TF LOCA TION ANO TYPE OF U TI077ES NECESSARY
FOR DESIGN ANO CONSTRUCTION, PLEASE CC FACT THE SITE OWNFR AND THE'
LOCAL L) TILI TY L OCA TE SER OC'E (800-424-5555).
4. SUBJECT PROPERTY TALC PARCEL NO. 3342702665 AND 3342102666.
5' SUBJECT PROPERTY AREA PER THIS SURVEY JS 10,805 S.F. (0.25 ACRES)
6- THE PROPERTY DESCRIBED HEREON 1-5 THE SAVE AS 7HE PROPERTY DESCRIBED
IN RAINIER TITLE, COMMITMENT NO. S 7 S629,4 T, M7H AN EFFECTIVE DATE OF
JANUARY 19, 2024 AND MAT ALL EASEMENTS, COVENANTS AND RESTRIC77ONS
REFERENCED IN SAID TI7-LE COMMITMENT OR APPARENT FROM A PHYSICAL
INSPECTION OF THE PROPERTY OR 07I4ERWISE KNOWN TO ME HAVE BEEN
PLOTTED HEREON OR OTHERWISE NOTED AS TO THEIR EFFECT ON THE PROPERTY,
7. EXI-577NG .5777E{CTURE(S) LOCA?TON AND 19IMENSION5 ARE MEASURED FROM 7LIE
FACE OF THE SIDING' UNtES.S 077-IERWISE NOTFp,
8. FIFLO DATA FOR THIS SURVEY WAS OBTAINED 8Y DIRECT FIELD MEASUREb1ENT5
WITH A CALIBRA TED ELECTRONIC 3-SECOND TOTAL STA TION ANDIOR SURVEY
GRADE GPS OBSE-RVA 170NS ALL ANGULAR AND LINEAR RELA 77ONSHIPS ARE
ACCURATE AND MEET THE STANDARDS SET BY WAC 332-130-090.
SCHEDULE B ITEMS (BY OTHERS)
71 ANY AND ALL OFFERS OF DEOICAnON, CONDITIONS, RESTRICTIONS EASEMENTS
SOUNpARY DISCREPANCIES OR ENCROACHMENTS N07ES ANDfOR PROVISIONS
SHOWN OR DISCLOSED BY S'HURT PLA T OR PLAT OF C.D.HILLOANS LAKE WASHINGTON
GARDEN OF EDEN ADDITION TO SE-ATTLE NO 7 RECORDED IN VOLUME 11 OF PLATS,
PACE(S) 63. (BLANKET IN NATURE NOTICING rV PLOt)
74. CONDITIONS, NOTES, EASEMENTS, PROOS)ONS ANDfOR ENC'ROAC'wENTS CONTAINED
OR OELINEA FED ON THE FACE OF THE SURLY RECORDED UNDER
,RECORDING NO. 20010777900003. (CORRENF CONDITIONS .SHOWN.)
75 THE TERMS AND PROVISIONS CON FAINED IN THE DOCUMENT ENTITLED "DECLARA77ON
OF RESTRIC TI VE COVENANTS" RECORDED: JANUARY 11. 2006 RECORDING NCr
2006.011?007403 (NOTHING TO PLOT. RESTRICTIONS EXIST.)
Carr 2 Working Days Before You dig
11
Utiftiee Underground Location Center
OD,MT,ND,CR WA)
SW 1/4 SECTION 32, TOWNSHIP 24 N, RANGE 5 E, W.M.
KENN YDA L E LOTS
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ENGINEERS PL4AMRS SURVEYORS
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04.25d273M F425.8272423
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2 1 CITY COMMENTS (DATIED 09-06.24)
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C4
C5
4 OF
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TESC NOTES AND DETAILS
ROAD, ORAVING AND LANDSCAPE ICI! AN
INFORMATION ADDED BY
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9
ROAD DETAILS
TERRANE, INC.
Cs
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REPRESENTS THE RESULTS OF A
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SEWER AND WATER DETAILS
SURVEY CONDUCTED IN JUNE, 2025.
L-1
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RIGHT OF WAY LANDSC'APF PLAN
SCALE:
AS NOTED
VERFICAL NAVO 195E
HORIZONTAL: W 19E /*01
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RENT O N
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���y ��y
DATUM
:Ni! UM
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1F NoT OnE WH
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WCINI TY MAP
7 ' = 7000'
PROJECT INFORAdA 770N.
TOTAL EXISTING SITE AREA:
10.656 S.F. (0.245 ACRES)
TOTAL PROJECT AREA:
12,30 SF_ (0-262 ACRES')
SI TE ADDRESS,
7176 AND 1178 N 34 TH ST
RENTON WA 93056
TAX PARCEL NUMBERS:
JJ4210-266.5 AND J34210-2666
ZONING-
R-S
PROPOSED PROJECT
2 SINGLE-FAMILY RESIDENCES
SEWER DISTRICT-
CITY OF RENTON
WATER DI TRIC T.•
CIT Y OF PEN FON
ELECTRICAL POWER.
PSE
NA TURAL GAS:
PSE
TED-EPHONE:
C0,4f CA S F
PROJECT CONTACTS.
OWNERIAPI UCANT....................NW EASTSIDE BUILDERS, LLC
................................................... 9675 SE 36 TH ST, SUITE 105
.................................................. MERCER ISLAND, WAsHiNGTON 98040
.............................. .................... CONTACT.• JU.STIN LAGERS
................................................. JUS TIN*A 4CRICANCL A SSICHC)A4ES. 00M
.................................................. (25.3) 405-556 7
CiWL E+VGIN€ER-------- ------- ---•--- ._D.R_ STRONG CONSULPNG ENGINFFRS, INC-
........ -----••------ •--.--620 77-14 AVENUE
......................... ...... ............... KIRKLAND, WASHINGTON -08033
........................................(425) 527-3053
CONTACT. YOSHIO L. PIEDISC'ALZI, P.E.
........................ YOSHIO. PZOISCAL,7IFRS MONO. COM
SURVEYOR,................................ TERRANE
•.... .................10501 MAIM S7REEr, SUITE 102
BFLLfVt1E. WASHINGTON 98004
.................................................(42.5) 453-4488
CONTACT_` JACOB GOODMAN MILLER
...... ._.,.,........ ....... ._.,.,............ INF007TRRANE. NET
GEOTECHNICAL ENGINEER ...... ....EARTH SOLUPONS NW LLC
..................................................75365 NE 96TH ST, 3UITE 100
-.. , - REDMOND, WA 98052
................................................ (425) 449- 4704
•--------------------------------------------- ---CONTACT- SCOTT S- RI€GEL, L,G., L-E.G.
NC)RTH
GRAPHIC SCALE
0 5 10 20
1 INCH=10 Fr. R - 4 10 01
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
KENNYDALE LOTS
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D.R. STRONG 1 1 CITY COMMENTS (DATED 07A9,24)
CONSUL TING ENGINEERS 2 CITY COMMENTS (DATED 09.06.24)
ENGINEERS PLANNERS SURVEYORS
aW - TUB AVENUE KfRKLA NO, WA 99033
a 425 a27 3063 F 425 a27 2423
RE`--_.
S17 SD —d SO -- 5D 5D. SIB -� - - SD - - SD 5a - SD
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BD 09,17-24 YLP ❑Espwam BD
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mOR t� I N3/;00 Cl T Y OF
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DATUM Nkw
Planning/Bu;lding/Public Warks Dept.
RECORD DRAWING
NAVD88 C.O.K. ID#43095 STEEL
NAIL IN CASE EL = 182.07'
CENTER OF INTERSECTION OF
33RD PL & PARK AVE N.
PERMIT NO. C24002620
*NO CHANGES ON THIS PAGE**
C)
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BASIS OF BEARINGS (B Y OTHER) �
ASSVUED A REARING OF N 89'04'28" W BETWEEN MONUUENT5 FOUND ALONG THE C)
CENTERLINE OF IV 34TH ST.
VERTICAL DATUM (BY OTHERS): C\.!
NA VO 88 PER GP.S ORSERIVA T70NS
SITE TEMP. BENCHMARK
DESCRIPTION. SET PK NAIL & RED WRShgER
L-OCAnON: IN ASPHALT, APPROX. 40.7FT SEXY OF I-OUNO IRON PIPE Foumo NEAR
SUBJECT SIN PROP CDR.
ELEVA TIDI+f. It 2. 99'
J . GRy,
of WA s�'r�J
x RECORD DRAWING
INFORMATION ADDED BY
1p 15025
1STE'9'�� TERRANE, INC.
L REPRESENTS THE RESULTS OF A
SURVEY CONDUCTED IN JUNE, 2025.
[F-TH
GRAPHIC SCALE
0 5 10 20
1 INCH=10 FT. R— 4100
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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RENTON, WA H I N TON 98056 SHEEP: wF g
DRS PROJECT NO. 24010
O I TESC LEGEND
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TREE TO BE REMOVED
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11
Utifties Underground Location Center
OD,MT,ND,MWA)
NAVD88 C.O.K. ID#43095 STEEL
NAIL IN CASE EL = 182.07'
CENTER OF INTERSECTION OF
33RD PL & PARK AVE N.
PERMIT NO. C24002620
*NO CHANGES ON THIS PAGE**
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RECORD DRAWING
INFORMATION ADDED BY
TERRANE, INC.
REPRESENTS THE RESULTS OF A
SURVEY CONDUCTED IN JUNE, 2025.
SCALE:
AS NOTED
oNt INCH
AT FULL SCALE
1F NoT ONE HCH
SCALE AGCOROINGLY
VEI FICI•L KA U 19EM
HORIZONTAL. W i m f 1991
DATUM
1. PRE- CONS TRUC 77ON MEF77NG
2, POST SIGN WITH NAME' AND PHONE NUMBER OF ESC S.LoPER14.SOR (MAY BE
CONSOLIDATED WITH TPE_ REQUIRED NOTICE OF CONSTRUC-nON SIGN).
3. FLAG OR FENCE CLEARING LIMITS AND PROWDE TREE PROTEC770N.
4. INS TALJI_ CATCH BASIN PROTECTION IF REQUIRED.
5. GRADE AND INSTALL C'4N,STRUCTiON ENTRANC,E(S),
6. INSTALL PERIMETER PROTEC77ON (SILT FENCE, BRUSH BARRIER, ETC).
7. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF
THE SLIT?FACE W,4TER DESIGN MANUAL AND MANUFACTURER'S RECOMMENDATIONS
5 HE 0GA TE CH0510N C01V TROL MEA 5VRE5 OR INS rA L L NEW MEA SURE5 50 77- A T
AS 51 TE CONDI77UNS CHANGE THE EROSION AND SEDlhirrN7 GUNTROL I5 AL WA i S
IN ACCORDANCE WTH THE CITY EROSIONAND SEDIMENT CONTROL STANDARDS
9. COVER ALL AREAS THAT WILL 8E UIVIYCIRICED FORMORE THAN SEMEN DAYS
DURING THE DRY SEASON OR TWO DA YS DURING THE I9ET SEASON WYTH STR,4 W,
WOOD FIBER MULCH, COMPOST, PLAS77C SHEE77W OR EL 1lALENT
10, S TABILIZE ALL AREAS THA T REA CH FINAL GRA DE M THIN SEVEN DA YS.
77. SEED OR SOD ANY AREAS F0 REMAIN UN WORDED FOR MORE THAN 30 DAYS.
12. UPON COMPLE770N OF THE PROJECT, ALL DISTURBED AREAS VUST BE
5 TABIL IZED AND DUP5 REMOVED IF APPROPRIAT,.
NO 7ES:
1, ADDITIONAL EROSION CONTROL MEASUPES MAY BE REOUIPEO AS D>EF11r1EO
NECESSARY UY COR INSPECTOR.
2, SIL T FENCE WILL BE PRO WDED A T ALL DOWN SL OPE.S,
3. TREE REMOVAL SHALL OCCUR DURING THE INDIODUAL BUILDING PERMITS_
Docu5ign Envelope ID: EEECF5B6-602A-4E4A-8436-A317AAJ538878
EROSION AND SEDIMENT CONTROL (ESC) STANDARD PLAN NOTES:
THE FOLLOWING IS A LISTING OF £,€NERAL NOTES THAT SHALL BE INCORPORATED IN THE EROSION AND SEDIMENT CONTROL (ESC) PLAN SET. ALL THE NOTES ON TH E
VST MAY NOT PERTAIN TO EVERY PROJECT THE APPLICANT OR OWNER, HEREBY REFE RRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT
APPLICABLE TO THE PROJECT. HOWEVER T+iE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC
ASPECTS. THEY SHALL BE ADDED AFTER THE ESC 31ANDARD PLAN NOTES
i. BEFORE ANY CONSTRUCTION} OR DEVELOPMErfr ACTIVITY OCCURS- A PRE -CONSTRUCTION MEETING SHALL BE HERO AMONG THE CITY OF REWON. HEREBY
REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLIC 104 S CUNTRACTOR,
2. THE APPLCANT IS RESPONSIBLE FOR OBTAINING THE WASPINGTON STATE DEPARTMENT OF ECOLOGY iECOLOGY) CONSTRUCTION STOR;v WATER GENERAL
PERMIT, IF 11 I$ REQUiRi=D FOR THE PROJECT- THE APPLICANT SHALL PROVIDIE- TEHE CITY COPIES OF ALL MOHFTI}RING iTEPCRTS PROmOw TO ECOLOGY
ASSOCIATED WITH THE CONSTRICTION STORMWATER GENERAL PERMIT
3 THE ESC PLAN SET SHALL. INCLUI}E AN ESC CO NSTRUCT10N 5EQ4IENCE OETNI-ING THE ORDERED STEPS THAT $HALL BE FQLIAWED FROM CONSTRUCTION
COMMENCEMENT TO POST -PROJECT CLEANUP IN ORDER TO FULFILL PftOdEtiT ESC REQUIREMENTS.
4. THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS. AND AREAS CIF VEGETAT10N PRESERVATION AND TREE RETENTION AS
PRESCRIBED ON THi: PLANS) SHALL BE CLEARLY DELINEATEID BY F1=NCING AND PROTECTM !N THE FIELD IN ACCOi EMNCE WfFH APPENDIXf D OF THE CITY OF
RENTQN SURFACE WATER DE51GN MANUAL (RENTON SWOMI PRIOR TO THE START OF CONSTRUCTION DURING THE CON15TIRUCTION PERIOC, NO 015TURBANCE
BEYOND THE CLEARING LIMITS S+,I LL BE PERMITTED THE GEARING LIMITS SHALL BE MAINTAINED BY THE APPUGMTIESC SUPERVISOR FOR THE DURATION OF
CONSTRLCTION
5 STABILIZED GONSTRUGTIDN ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCT6pdJ AND MAINTAINED FOR THE DURATION OF THE PROJECT
ADDITIONAL MEASURES. SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY HE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT
CLEAN ANO YRACK-OUT TO RIDAl) FLIGHT OF WAY DOES NOT MCLA fOn THE OuRATON DF THE PROJECT. IF SPIDiMENT IS TRACK1211 OF 56rTE. P119L3G ROADS smALL
BE CLEAWED THOROUGHLY AT THE END OF EACH DAY. OR MORE FREQUENTLY UJRtNG WET WEATHER. AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING
WATER$ OF TiiE STATE
6. WASHOUT FROM CONCRETE TRUCKS SHXL 3E PERFORME D OFF•Sf- E OR M QESEGNATED CONCRETE WASHOUT AREAS ONLY DO NOT WASH OUT CONCRETE
TRUCKS ONTO THE: GRCRIND, OR TO STORM DRAINS OR OPEN OITCH£S_ ON -SITE OLWPINJ>G OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRET L
WASHOUT AREAS.
7 ALL REOl11R50 FSC BMPS SHALL PZ CQHSTRL11:TFIQ ANQ IN 0MRATIQN PRIOR TO LAND CLEARINQ, ANOrDR CQN$TRUrTIQN TO PREVENT TRAnsFORTATION OF
SEDIMENT TO SURFACE WATER_ DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL
SUCH TIME THAT CLEARING ANJDIOR CONSTRUCTION IS COMPLETE AND POTFNTLAL FOR ON -SITE ERr}516N HAS PASSED ALL ESC BMPS SHALL RE REMOVED AFTER
CONSTRUCTIQN IS COMPLETED AND THE SITE HAS SEEN STABILIZE] TO ENSURE POTENTIAL FOR OI4-51TE ERO$ICH'J DOES NOT ExiST. THE IMPLEMENTATION.
MAINTENANC€. REPLACEMENT, ENHANCEM ENT, AND REMOVAL OF ESC BMPS SHALL BE THE RESPONSIBILITY OF THE APPLICANT
9. ANY HAZARDWS MATE NALS OR LIQU ID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RuNOPF SHALL RE DISPOSED OF PROPERLY.
CI. THE E5G F.1heP5 oEPIGMP ON T-15 OFtAMNG ARE INTENDED TO LIE MINIMUM REQUIRETVIENT5 TU MEET ANTIGIPRTEl7 517E GONQi7-70N5. AS GON5TRUGTIPr!
PROGRESSES AND UNEXPECTED OR 3EASONA. CONDITIONS DICTATE, THE APPLICANT SHALL ANTICIPATE THAT MORE ESC eraPs WILL BE HEC€35AR TO ENSURE
COMPLETE SILTATION CORTROL CN THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE
APPLICANT TO AWRE55 ANY N15 W CDNOITIONS THAT MAY BE= CIREAT'Pb BY THE ACTIVFilE5 AND TO "ROVIbE AOO171ONAL V&C BMPS, OVEft ANT} A90VE MINIMUM
REQUIREMENTS. AS MAYBE NEEDED, TQ PROTECT ADJAMNT PROPERTIES AND WATER QUALITY OF THE RECEIVING ORAINAC,E SYSTEM.
to APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES HOT CONSTITUTE AN APPROVAL OF STORM: DRAINAGE DESIGN- SIZE NOR LOCATION OF PIPES, RESTRICTORS,
CHANNELS. OR $TORMWATER FACILITIES,
i 1. AW DEVWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMr7FD TO THE CITY FOR REVIEW AND APPROVAL.
12. ANY AREAS OF ExPosED SoELS, 14tCLUDING ROADWAY SM8ANxImEr48, THAT WILL NOT SE OISTuRSED FOR TWO DAYS DURING THE. WET sEASOR (oCTOBPR 1ST
THROUGH APRIL WTH) OR SEVEN DRYS DijFUNG THE DRY SEASON (MAY 113T THROUGH SEPTEMBER 30TH) SIfiSLL BE IMMEDIATELY STA131117P WITH THE APPROVED
ESC COVER METHODS (E.[i.. SEEDING, MULCHING. PLASTIC COVERING, ETC.) IN CONFORMANCE WITH APPENDIX D OF THE RENTON 5YWDM
13. WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1ST AND APIRIL 30TH. UNLESS OTHERWISE APPROVED BY THE CITY.
14. A6NY ARF-A NE€DING AUDITJONAL ESC MEASURE=$, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRE5;5ED WITHIN SEVEN (71 DAYS
15. THE ESC BMP9 QN INAOTWE SITES SHALIL B3 INSPECTED AND MAIWTAINEQ AT A MINIMUN.A OP QNrE: A MQNTH QR WFrHIN 24 FjQURS FCLLQ►IWIAQ A $TQRM EVENT.
INSPECTION AND MAINTENANCE SHALL OCCUR MORE FREQUENTLY A9 REQUIRED BY TIE CITY.
16. BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH 9AsIN INSERTS PER THE CITY STANDARD PLAN 2155.30 SHALL BE PROVIOM $tW ALL STORM
DRAIN INLETS ROWNSLOPF- AN13 VVFTHIN 500 FF€T OF A DISTURBER OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE CUT rN YE D
TO'A SEDIMENT POND OR TRAP ALL CATCH BASIN tNSERT5 SHALL BE PEWIDUFCALLY 1NSPEuCTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIrJ"iN
C�ti61YlOt�.
1T. AT NO TIMB SHALT, SEDIMENT ACCLJrruLATION EXCFED 2A OF THE CAPACITY OF THE CATCH BASIN SUMP- ALL CATQ}I BASINS AND CONVEYANCE LINES SHALL BE
CLEANED PRIOR TO PAVING. THE CL€ANING OPERATION SHALL NOT FLUSH SEDIMENT-LIADEN WATER INTO THE DOWNSTREAM SYSTEM
18. ANY PERMANENT STORMWATER FACILfrY LOCATJQN USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WI TN THE NECESSARY ESC SINES AND SHALL
PROVIDE ADEOLEATE STORAGE CAPACITY. IF THE TEMPORARY FACILITY iS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN FTS PERMAINENT STATE, Ti•FE
TE MMPAAY FACILITY SHALL BE ROUGH GRADEI] SQ TnAT THE BOTTOM ANO SIDES ARE AT LEAST THREF- FEIET AROYE THE PINAL GRACE OPTHAPERM,4NEW
FAC 1 rrY
IS AREAS DESIGNATED ON THE PLAN(S) CONTAINING EXISTING STORMWATER FACILITIES OR GN-SITE IMPS (AMENDED 30". BIORETENTION. PERMEABLE PAVEMENT,
ETC-) SHALL RE CLEARLY FENCED AND PROTECTED USING ESC BMPS'CO AVOID SED MENTATEDN AND COMPACTION DURING CONSTRUCTION.
20. PRIOR TO THE 9F51NNING OF THE WET SEASCN (CGTOBER iST). ALL 13ISTURQF AREAZ SHALL B♦_ INSPECTED TU IIIENT1FY WHICH ONES SHAD SE 5900ED OR
SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON
AN EXHIBIT OF THOSE AREAS TD OE SODDED OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL I3E gus MITTED TO THE CITY FOR RENIEEW.
21. PRIOR TO 7114AL CON,P-MI JGTIOI'+ ACCEPTANCE, TI IC PnQJCGT y^+1 M DI LN,L DC STAp1412Ca rQ MEWhrr 0LVtMGN7-4APGN WAXER FROM 1Z^VlNG T1 X PRQJLCT ,^,IT r
ALL ESC BMPS SHALL BE REMOVED, AND 5TORMWATER COHVEYAPICE SYSTEMS, FACILITIES, ANfl ON -SITE BMPS SHAL L BE RESTORED TO THEIR FULLY
FUNCTIONING CONDITION. ALL DI STURE3ED AREAS OF THE PROJECT SITE SHALL B£ VEGETATED OR OTHERWISE PERMANENTLY STAB LIED. AT A MINIMUM.
UiSTuRaED AREAS SHALL BE SOMED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER F INAL APPROVAL MULCH
WITHOUT SEEDFNG IS AbrmuATE FOR AREAS TO RP LANDSCAPED BEFORE OCYCB[J3 1S-r-
22. ROCKIFRIF$ ARI< ♦ 0145IE3PR♦nD TO FE A METHOD OF BANK STABILIFATIDJV AND EROSION CONTROL- ROGI{E:R t:S 5RdA_I_ NOT BE C0NSTRUCTE1] TO SERVE AS
RETAINING WALLS. ALL ROCKERIES IN CITY RDA13 RIGN ITS -OF, WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CFTY STANDARDS. ROCKERIES OUTSIDE OF
ROAD WGHTS•CF•WAY SHALL BE C04NSTIRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE.
UPILM OtKQRWI$E NO tb. PAAVVIN5151v#T TO SCA E (NTS)
STD. PLAN - 268.00
w PUBLIC WORKS EROSION AND SEDIMENT CONTROL P°R D
DEPARTMENT STANDARD PLAN NOTES GAZ 9/28/2018
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GRAPHIC SCALE
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CITY OF
RENTON
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D IRS PROJECT NO. 24010
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ENGINEERS TLRVIFtN"i RS SURVEYORS
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SW 1/4 SECTION 32, TOWNSHIP 24 N. RANGE 5 E, W.M.
Kw ENnrY- u,�LE L 0 TS
ROAD WORK SCHEDULE:
STA. 12t0712 BEGIN HALF STREET GRIND AND OVERLAY AND TIE INTO
FXISTAIG CURB AND SIDEWALK
STA. I,3+06.8I END HALF STREET GRIND AND OVERLAY
1 CITY OOMMENTS (DATED 07.19.24) 1 BD JM11241 YLP
2 10TY COMMENTS (DATED 09.06.24) 1 BO 109.17.241 YLP
NO.
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RECORD DRAWING
NAVD88 C.O.K. ID#43095 STEEL
NAIL IN CASE EL = 182.07'
CENTER OF INTERSECTION OF
33RD PL & PARK AVE N.
PERMIT N0. C24002620
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❑
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a
1.5' ROW
OEDICA PON
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5' CEMENT
_ CONCRETE
7
ER COR STD.
PLAN IO2)
1—.3' PVC CONVUI-r
2-2- PVC CONDUIT
EAST ASPHALT 7RANS1 T1ON RAUP DETAIL:
1---5'
25' R.Q.W HALF WIDtH
' PLAN TER
I
2" PVC CONVVIT
VERTICAL CEMENT CONCRETE
CURB & GUTTER (PER COR STD. PLAN 101)
CATCH BASIN & STORY
SEWERS SEE PLAN
NORTH HALF N 34 TN ST
RECORD DRAWING
INFORMATION ADDED BY
TERRANE, INC.
REPRESENTS THE RESULTS OF A
SURVEY CONDUCTED IN JUNE, 2025.
VERTICAL: NAVD 19M
HORIZON1AL: NAO 19a3f1DO]
I
A I l.f
X3'
25'
41
10' SAWCUT
o D
6
YP.
i
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I
�•
HMA
GRIND AND OVERLAY TO
EXISTING CROWN
B CRUSHED
ROCK BASE
N TS
PA VEIVEN T RESTDRA T1 ON ND 7FS
6i9TNIN CITY LIMI T5, PAVEMENT RESTORA TION SHALL BE PER C.0.R. STREET RESTORA RON ANO STREET
O VERL4 Y STANDARDS ANDIOR AS FIELD SPECIFIED BY THE CITY INSPECTOR.
BACK OF SIDEWALK SLOPE NOTE
GROUND SLOPE BEHIND SIDEWALK 5HALL NOT EXCEED 4. T FOR A DISTANCE OF 7HREE (, ,) Ft fr.
AFTER THREE (3) FEET, SLOPE 44A Y BE INCREA SED TO A M A XIMUM OF 2: T.
PLANTER STRIP NC TE:
PLANTER STR?P SHALL PE LAWN. PLEASE SEE BUILDING PERA1T LANDSCAPE PLANS FOR MORE
DETAILS
-
F- T Fi
GRAPHIC SCALE
0 5 10 20
1 INCH=10 FT -
CITY OF
P%5?) RENTON
Nklov
Planning/Building/Public Works Dept.
—431003
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DAVE:
KENNYDALE LOTS 2/13/2024
FlELDBOOX-
ROAD, GRADING, AND LANDSCAPE PLAN PACE:
❑RAWNG NO
1116 N 34TH ST
RENTON, WASHINGTON 98056 SHEET: 5 OF:q
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NAVD88 C.O.K. ID#43095 STEEL NAIL IN
CASE EL = 182.07'
� N
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CENTER OF INTERSECTION OF 33RD PL &
CL 0:�
�
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PARK AVE N.
PERMIT N0. C24002620
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11
Utillitiee Underground Locatim Center
OD,iY1 7 ,ND,MWA)
SW 1/4 SECTION 32, TOWNSHIP 24 N. RANGE 5 E, W.M.
KENNYDj,4LZL0TS
(PRI VA 7E) Wf 10 Lf
OISPER90M TRENCH
RIM f 149. 00(MA TCH FG)
$" IE 146.50
34 LF 6" PVC FROM MAIN TO CO
10 LF 4" PVC AFTER CO
IE 0 MAIN 134.83
IF 0 CO IJZ28
IE A T CAP 1.38.00
SANI rARY SEWER
"STUB CLEANOUT
(TYR); PER COR
STD PLATY 406.1
28 LF 6" PVC SO
0 2 OOX MIN.
END IE 141.00
TYPF 'I L'B
(PM VA TE)
140.69' RIM ±;" 09
139.73' 6' IE 5
10.00' PRIVA TF STOR+N
WA TER DRAINAGE
EA SEMEN T
ASPHALT T1?AN97ION �ADAfIEI4 ON EX
RAMP AND REPLACE ORE H YDRAN T-
107H LANDSCAPE
20.5 LF
@ 3.261.
EX. C9{ }1, EX �TYPE
q �1 �+CB
STA. Fft9a45J 1L.V6r L 1.
RIM 141.58
12" IE IN 136,63 (E) 136.72'-
a�
12' IE OUT f 2T9653 (W) 136.52'
EX ss"H
RIM-140.72'
IE(w/SEIIE) 8R CONC=132.0 - (aC.) ,
.33 [F 12' LCPE 0 5.69Z (PI PURUC)
INS TALLER UNDER SF R
BUILDING PER1411TS (TY )
(PRIMA TE) W1 10 LI=
DISPERSION TRENCH
RIM # 751. 00 (MATCH FO)
6' IE 148,50
34 LF 6' PLC FROM MAIN TO CO
10 LF 4" PVC AFTER CO
IE 0 MAIN 1.57.10
IF 0 CO 139.25
f IE AT CAP 139.88
APPROX. LOCA77ON OF EX. SIDE
SEiiEI7 PER ASSUIL TS TO BE CUT
AND CAPPED A T PROPERTY LINE
" 9.7r�4 TS4lRf1YE i . ME7ER
TO BE INSTAL I BY CITY FORCES
(TYP.), PER COR STD PLAN 3201
WT TAP TO EX. 8' WA TER MAIN
1-8"x6' TEE (MJxFL)
1-6" G. V (FLxMJ)
1-FIRE HYDRANT ASS'Y
10 LF 6■ 01 CL. 52
CONCRETE BLOCKING
PER STD. PLAN 310.2
LOCA PION OF EX J ` WA TER SER l?CE
/ TO BE CUT AND CAPPED A T THE
f Wei TER MAIN BY CI TY FORCES UNDER
PERMIT B24002199
EX CB 2, EX TYPE 1 CB
STA. 13+ 18. 72, 12. 66' L
30.0� 51 . b RIM 148,72
I 12" IE IN 146.02 (E)
V ® 6' IE IN 146.42 (NE)
E , 12- IE OUT 145. 07 (W)
6.7 LF @ 9.11% 5D-So So E SD$SD-So-SMWM
tl_�----... �...�----.'.� E ..__.20 LF(, 1.25%
i I I I I
I-� I I
--' '-- 20 LF 12' LCPE
i i I Yf � a ' (P3fPUBLIC) 1.25%
/� /{ �+ + \ CB 2. TYPE 1 CB PUBLIC)
11I , I 1-7 v7 T STA. i2+98 44. 12.85' L
_ I-- I RIB,/ -t#7$. 148.08'
S7 LF 12" LCPE 0 6L 48Z (P2�UBLIC) 12- IE IN 1-4J$r (F)144.82'
-10 12" IE OUT {,t� (W)144.82'
STA. 12+31.81, 12.48' L X. 4 CONiw PIP A 5.46
RIB{ *'143.72'
12" IE ITV 3- (E) 138.74' J401DE # X4 COI+IGRE7F SHEAR
BLOCK PER S7D. PLAN 314.2
12" IE OUT 1-3& 53 (W) 138.49'
33
.328 S. F. f
1
I
I
REMO PED
,I 7r
ISO CLEARANCE
BETWEEN WA&so
EX. GRADE .
110
140 -
135
125
0 1
r '
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I
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32
I .5, J28 S. F
44 LE 6" PVC
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END IE 142.32
I �
-� T
1.2'
CLEARANCE
8ETWEN SS&SD
PROWDE FTHAFOAM
I I
EX. CB 1, EX TYPE 1 CB
STA. 11498.45 12 06 L
RIM 141.58
12" IF IN .3 (E) 136.72'
72' IE OUT 13&. 53 (W)136.52'
7.0'
CLEARANCE
BETWEEN WA &SD
PROWDE ET14AFOAM
32.9 LF 33 LF F2" LCPE
0 Y- FW- (P11'PUBLIC)5.37%
CR 1, TYPE 1 0..(P�}IC)
STA. 12+31.81, 72 48'.L
RIM 143.53 143.72'
12" IE IN 13S (E)138.74'
6- IE ITV 3 (N)139.06'
12" IE OUT 1 .1~ (W)138.49'
N .34 TH ST
r. r'
CLEARANCE
HETKYEN WA&SD X. PIPE
PROVIDE ETHAFOA 44 REMOVED
TO BE REMOVED
EX. CB Z EX TYPE 1 CB
STA. 13+18.12, 12.66' L
RIM 14B 72
12" IE IN 145.02 (F)
s" IE IN 146.42 (NE)
12' IE OUT 145.07 (iWY)
20 LF 12" LCPE
0 11.28Y (P31PUBLIC) 1.25%
STA. 12+98- 44, 12. 8.5' L
RIM f 4;F.85 148.08'
12" IE IN t42.85 (E)144.82'
12' IE OUT 85 (W)144.82'
r. s'
CLEARANCE
SETHEEAI WA&SD
67 F 12` LCPF 66.7 LF
0 fir. 4S!!F 2 LISLIC
1.9' 9.11%
CLEARANCE
BETWEEN SS& SD
CLEARANCE
BETWEEN .SS&SD
44 a
N CN
M
12
CD
Fn
z;
cl�
10+80 11+20 11+60 12+00 12+40 12+80
-ff� -
[ID1
D.R. STRONG
7 w.+
CONSUL TING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
6M - 70AVFVUE IURFIAW WA 9&=
a 425 dZ73063 F 425 8272423
1 l CITY COMMENTS (DATED 07.19.24)
2 ICITY COMMENTS (DA►7M 09.06.24)
NO.
REVISION
8D 08,13,24 YLP SURVEYED. ANE
EID 09.17.24 YL.P nEs caoo. BID
4kawN.
ECM
CHECKED.
BY _ -. = ARPR rPParna
YLP
13+20
SCALE:
AS NOTED
oNt INCH
AT FULL SALE
1 HoT OnE WH
SCALE ACCOMMLY
13+60
VERFICAL MAW 195E
HORIZONTAL. W 1m/*01
AAE
DATUM
150
145
140
135
130
125
NO TES:
I- ALL I'?Y NCH RES 70RA TION WI rHIN THZ! EI T Y OF REN TON RI6H T OF WAY SHALL BE
PER TH£ CURRENT CITY OF REV TON TRENCH RES TORA TION AND .S TREE T OVERLAY
DE TAk,
2. KET TAPPING OF EXIS77VG WATER MAIN SHALL 6E PERFORMED 8Y CITY
APPROVED WET TAPPING CONTRACTORS AT DEVELOPER'S EXPENSE
SIDE SEVER NOTES:
(\l
(D
�
0
r. SIDE SEWFF LINES SHALL 817 iN.STALLED A MINA40M OF 8 FEET INTO FACH LOT
2. MINIMUM SIDE SEDER SLOPE IS 2.00Z
3. MINIMUM SIDE SEWER DEPTH IS 5 FEET FROM FINISHED FLOOR.
4. IN UIVPA VED AREAS. POUR 2-FOOT SQUARE CONCRETE (CLASS 3000) PAD AROUND
CLEANOUT RING AND COMER
BASIC DISPERSION NOTE:
EACH OiSRERSiON TRENCH HAS A LENGTH OF 10 FT AND SHALL MI nGA TE 700 S.F.
OF ROOF AREA. FRNAL DESIGN TO BE PROVIDED ON BUILDING PERMIT PLATYS.
CA TCH BASIN NOTE:
IF DURING CONSTRUCTION, IT IS FOUND THA 7' FIPE ANGLES REQb(RE ROTA IION OF
THE TYPE I C6 AND I441SAI-IG'NMENT WTH THE CURB, THE CITY WILL REQUIRE
REMOVAL ANP REPLACEMENT OF TYPE I CB WTH LARGER .STRUCTURE AND
J
ADEQUA TE KNOCKOUT.
PUBLICLY AMAIN TAINED STORM ELEVEN TS•
ALL CONVEYANCE SYS7EM ELEMENTS DEPICTED ARE PRIVATE UNL ESE
LABELED AS PUPUC-
W TER DETER NC TE:
A SEPARA TE WA TER PERM) T WILL 8E REQ0RE0, ANO WILL 6E PREPARE0 6Y C'ITY
STAFF AT DIVE OF CIOL PERMMT I55UANGE
3. GRE��
wa
02 fir\ z RECORD DRAWING
INFORMATION ADDED BY
�� 15025 GISTE4' TERRANE, INC.
S ���
I�NAL LANfl REPRESENTS THE RESULTS OF A
SURVEY CONDUCTED IN JUNE, 2025.
ICI FAT H
GRAPHIC SCALE
0 10 20 40
1 INCH = 20 FT.
HORIZONTAL
0 2.5 5 10
1 INCH = 5 FT.
VERTICAL
Affiwz&
%R
CITY OF
FENTON
■
Planning/Bu;ld�ng/Public Warks Dept.
- 431001 W- 4 1001 R-431006
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
KENN DALE LOTS 2/13/20
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IN COMPLiANCE WITH CITY OF RENTON STANDARDS
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DRS PROJECT NO. 24010
W T 4 SECTION 3, TOWNSHIP 24 N. RANGE 4 E, W IAA.
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2s• SURFACE NVATER STANDARD PLAN NOTES: SURFACE WATER BTANDARp PLAN NCTEBI
FLOLN. THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL RE INCORPORATED 1N THE DRAINAGE PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY THE FOLLOWING IS ALISTING OF GEh£RAL NOTES TFIA7-SHALL BE F bCO RATED NTHE WtAINAilE PLAN SET. ALL THE LOOTER ON THB LISTI,IAY RDT PERTAIN T4 EVAY
W PROJECT THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT. MAY STRIKE 011T IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER. THE PROJECT THE APPLICANT OR OWNER HEREBY REPE"EC TO AS APPLICANT. MAY S7RiKE OUT IRRELEVANT 140TES IF NOT APPLICABLE TO THE PROJECT HOWEVER. THE
in" APPLICANT SHALL NOT RENUMBER NOR EDFTTHE REMAINING NOTES. IF AUDFTIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS- THEY SHALL BE ADDED AFTER THE APPLICANT SHALL NOT RENUMBER NUR NG EDFT THE REMAINP NOTES. IF ADD] TIUNAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS. THEY SHALL BB ADDED AFTER THE
7E E IT SURFACE WATER STANDARD PLAN NOTES. SURFACE WATER STANDARD PLAN NOTES. C)
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BOLT-DDYYN SLOT �d+••�I �d' h-II- BOLT -DOWN SLOT,
arr CETAiL AND I I _ BEE []E TAIL AND }- T. a QT ANW r�ONSTRUCnpN OR ➢EVCI gPktCrJT ACTIVITY oCCUR3, A PRE-CgN$tRIJC rlpe� I EEING BkALL HFI n AMONG TTtE CITW flF REFJTON. HFTiE6r 18 ROCK FOR EROSION PROTECTION OF ROA4StDB PITCHES. WHERE REQLIIRED.SW+xL BE OF SQ0.JH0 QUARRY f OC1S PLACED TO A MINIMUM i7EPTH OF ONE I11 F40T
2 1 f2" 17ilL [IDLE NOTE 1 II'F '_ll - - - REFERRED TO AS TILE CITY. THE APPLICANT. ANJJ YIIE APPLICAN 3 WNTFACTUR AND SHALL mEETTNE FOLLOWFNGSPECIFICATI4+J5
1 1i4' NOTE 1 - 4 - BINCIN ROCK J 40 - 70% PASSING,
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2. THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY- STATE. AND FEOERAL?ERMLFS PRIOR TO CONSTRUCTION. . 7 •A IN[,H R�¢[ 1 3tS . dfls5 PA$$RNG. AN4
A A&L _ - - 1 1114" - LESS THAN 2INC14 RCWK 110 - 20%PASSING c)
• _ I 3. ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WTHE LATEST EDITION OF THE CITY OF RENTON SURFACE
0/m/Fiz I
WATER DESIGN MANUAL (RENTON 9WDMj. RENTON MUNICIPAL CODE (R3.1C), AND THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNJCIPA_ 19. FDDTINL'a DRAINAGE SYSTEMS AND ROOF pOVm5POLTT SYSTEMS SHALL NOT 9E INTE41CON4ECTE➢ AND $HALL sEPAPIAkTI:LYCUNVEYCDLLEEGTex3 FLOWS 70711E ,
CONSTRUCTION PREPARED BY YvWOT AND THEAMERICAN PUBLJC WORKS ASSOCIATION (APWA). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT TO
I¢ CONVEYANCE SYSTEM OR FLOW CONTROL FACILITY ON THE SITE. UNLESS APPROVED BY T11E CA Tr FOOTING DRAINS SHALL NOT BE CONNECTED TO ON -WE BMP5.
Ix us,CnRRFf'T ANY FRRL'1R. C1um SKIN (}Q VARJATICIN rPnM THE ARChAr RPM fiRPWIUTA FnL Wn iN THE Pk ANR AL I C-J )ARFC-nCINLS MAI I. RF AT Nn An NTInNAI. !.LIST Tn
THE CITY 3D. THE ENd ❑F IiACH STORM IORAIN STUB SHALL RE CAPPED. A GLEANOU r TOPPED Vlh rH A ROLT4.0CKJNG LID MARKED -STORM' OR'0FWW $HALL RI< LOGTED AT THE
PROPERTY LINE OR AT THE PDFNT OF CONNECTION OF PRNATF STORM 4RAINACB CONVEYANCE ,SYSTEM PER THE CITY STANRARID PLAN 227.00.
4 APPRCYJAL OF 7HF ROAD, i,RADrNG. PAAW4M. ALILUN0, AND DRAINAGE PLAN DOES NOT CONSTITUTE AS APPROVAL OFANY OTH@R CoNSTRUCTION IE.fa. YWATEPk.
4 50L1-D4YI01Y SLOT DETAIL SENJ>:R, Ga.°,. ELECTTRICAL. ETC.I PLANS FOR STRUCTLAi s suCH A,S @RiO ES. VAULTS, AND Zf AWING WALLS REWIRF A SEPARATE REVIEW AND APPROVAL. BY
THE CITY PRIOR70 CONSTRUCTION. THE SURFACE WATER ➢RAINAIGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION 21 ALL STkMd SYSTEM EXTENSIONS SHALL BE STARTED FOR LINE AND GRADE RY A SuRVEVOR LICENSED IN WASMNGTON STATE AND CUT SHEETS SHALL B£PRCVMED
~ ~ ~ SLL NOTE T FROM THE APPROVED PLANS WILL REOTJIRE COORDINATION FOLLOWED aY WRITTEN APPROVAL FROM THE CITY. TO THE CITY PRIOR TO CONSTRUCTION -E
I I OVTFAILEGSiiEEAM GUEkPNOL'L}LLUTANNFS SOLT-09 SLOT DETAIL
L� �$FF A*TF 1 " 5. A GCPY OF THE A PED PLANS SHALL BE ON THE JOB 5 T-f WHENEVER GONSTRUGTIGN w IN PROGRE55. 22. ALL NEWLY -INSTALLED AND NEWLY- REHA@ILUATED (PUSLICAND PRIVATEI STORM CONVEYANCE SYSTEI-AS SHALL BE INSPECTED BY MEANS OF REMOTE CCTV
r � ACCORDING TO THE CITY STANDARD PLAN 269.W. CCTV kNSPECTIDNSAND REPORTS SMALL BE SUBMITTED TO THE CITY PRIOR TO RECEIVING APPROVAL TO INSTALL
W TLaP TOP m - - - - - - - - - E THE LOCATIONS OF ALL EXJ$TING UTILITIES sIRDVuPI HEREON HAVE BEEN EBTAIE1. 14410 BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECDR03 ANC N AILI PROJECT CURBS. GUTTERS ANIMOR PAVEMENT.
THEREFORE BE {'.ONDDERED APPRONIMATE ONLY AND NOT NECESSARILY CDMPLEF'E IT IS THE SOLE RESPONSIBILITY OF THE APPLICANT AND T}4E APPLICANTS
CONTRACTOR TO INDEPENDENTLY VEMiFY THE ACCURACY OF ALL UTILIF Y LOCATIONS SHOWN. AND TO FURTHER DtBDOVER AND AVOID Ala OTHER UnLF F1ES NOT 23 ALL STORM SYSTEMS AND CONNECTIONS70 EXNSTING MAINS SHALL 13E TESTED IN ACCORDANCE WITH SECTION 740,311) OF THE WSDOT STANDARD SPECIFICATIONS
3+£ RECESSED LETTERING SHOWN HEREON THAT MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE APPLICANT SHALL RECORD ON THE AS -BUILT DRAWINGS ALL AND W THE PRESENCE OF A REPRESENTATNE OF THE CRY- STORM DRAIN STUBS SHALL BE TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAIN STORM M
# UNDOCUMENTED UTILITIES DISCOVERED AND AM' CHANGES TO THE APPROVE!] PLANS. THE APPLIC.WT SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD iFA TESTED.
M # # AIW. SEE NOTE 2 CONFUCT EXISTS.
# > 24 FOR ALL DISTURBED P£MVJ0LL3 AREAS (GIDIMPACTED, GRACED, LANDSCAPED, ETC.) OF THE 13EV€LOPMENT 57F, TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL
7. VERTRCAL DATUM &HALL BE NAVO NI$ AND HORIZONTAL DATUM SHALL BE NAID 83 {WA STATE PLANE. NORTH I. UNLESS OTHERWISE APPROVED BY THE CFTY EITHER STOCKPILE AND REDISTRIBUTE T11E EXISTING DUFF LAYl3TAND NATIVE TOPSOIL CFRAMENU THE SQNL LM1p-fH COMPOST IN ACCORDANCE WITH STANDARD PLAN
REFERENCE BENCHMARK. DATUM. AND ELEVATIONS SHALL BE NOTED ON THE PLANS. 2134.OU.
r # # # #gam #p# 1 9 ALL VMITYTRBNCH OKWIU A14P ROAWWpY $1.1114RAVE TOLL IIA GUMPLI,i;TL:R YQ M, MAXIMUM pqY P�N31TY mli NS�C N Z•44•2)(l4J9 • QQNlPAGTI0TN ANP 25. I$$LIANCL OF THE $UILDINO OR I;WNSTITLJGTIQN PCRMET$ pr THC CITY pI�I;S NOT RELIEVE THIli APPLIOAANT OF T4 C4NTTNUING LEGAL 4WIr,ATION ANQ*R LIA4ILIiY
# # 1 1fr MCIMRIE CONTROL TESTS OF THE VL+SDOT STANDARD SPECIFY, CAPONS IN PERMEMLE PAVEMENT AND OTHER INF4TRATI0IN AREAS. ALL TRENCH BACICFILL SHALL CONNFGTER WITH STORMWATN li pNSPgSp1 THE { ITr ODES NOT ACCEPT ANY 4BLIOiYTON FOR THE PFU}PER FUNGTIA7NING AND MALINTf#RgNCB OF THE STORM
BS F IRM AND UNYIELDING BUT 1N ND CASE SHA11 HE COMPACTED TO MORE THAN 92 % OF MAXIMUM DRY DENSITY 5Y$TEM PROVICED DURING CONSTRUCTION
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v � 0.OPE,N CUTTING OF E:}LISTFNG FLOAGWAY$ FOFt StDR6A DFIAINAL'df= WORK IS Np1 ALLOWED UNLESS SYEGFIGJ�IJ-Y ApPIiGVEd BY 7ME CITY Mld NCfiEP ON i7iESE 26. AdEf�URTI"c GAF EGUAR,1:}$. SAFETY PEVICE$, PqOT>�Cri4E EquIPMENT. FLAGGEIis. AND ANY oTHE:R hCtICNS NEEDED 70I>><kRTEOT tkiE L1Ft?. I-rEIrL'h-I AND SAFETY 0W '
5' APPROVED PLANS ANY OPEN CU* SHAL L LIE RF$TORE0 IN ACCORDANCE WITH THE GFTY TRENCH REST -cm TIAN VmDARAS. THE PUBLIC, AND TO PROTECT PROPERTY IN GONNEDTIDN WITH THE PERFOi hMANCE OF WORK SHALL $4t PROYIDEU. ANTI w 0RK WITHIN THE TRAVELED
RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE CFTY ALLSECTKONS OF THE WSDOT
IU. ALL PIPE AND STRAJGTLIRES SHALL BE STAKF� FOR SURVEY LINE AND GRADE PRIOR TO THE START OF CONSTRUCTION WHERE SHOWN ON THE PL,gNS OR WHERE STANDARD SPECIFICATIONS T-:0 TEMPORARY TRAFFIC CONTROL SHALL APPLY
5"DLT3ECTEn BY THE CITY. THE EXISTING MANHOLES, CATCH SASANS, OR INLETS SHALL BE ADJUSTED TO THE GRADE AS STAKED. J
ISORRETRIC 27- PRQ,fECTS LOCATED WITHIN THE CiTYS AQUIFER PROTECTION AREA IAPA) SHALL COMPLY WITH SPECIAL REQUIREMENT NG OF THE RENTON SWDM AN{7 AQUIFER
I+SOIIAETRIG 520 11. ALL ROW CONTROL FACILITIES SHALL BE INSTALLED AND IN OPERATION PRIOR TO, OR RN CONJUNCTION WITH, ANY CONSTRUCTION ACTNTTY UNLESS OTHERWISE PROTECTEpN REGULATIONS (RMC 4-MSDI
20• APPROVED BY THE CITY.
¢ : 21L PLACEMENT OF SURFACE APPURTFKANCES IC0.TCH BASINIMAINFFOLE LIDS, CLEANOUTS, INLETS, ETC.) IN THE STREET TRAVEL LANE WHEEL -PATH. INTERSECTIONS OF
1f2'
'y T2 ALL PIPE AND APPURTENA9CES SHALL 9E LAID ON A P1;Q�P@RLY PREPARED F4UN0,4TlON IN ACCOR'ONWCE WITH THE CURRENT STATE 4F WASHINGTON STANDARD STRF�T TRAVEL LANES, -BIKE LANES, SIDEWALKS, AND CROSSWALKS SHALL BE AVOIDED WHENEVER POSSIBLE ANY SL]RFACE APPURTENANCE PLACED IN A
L SIDEWALK OR CRQ93WALK SHALL BE Fl7MO WITH A NON-5LLP OR NON-SKID LID MRADA REQUIREMENTS.
SECTION B SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP flF THE fOUNDATION
1 - IL4+45 5 INMATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE
Z4' SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. Mi PIPE SEDDG AND RA, CKFLLL SHALL BE AS SHOWN ON THE CITY STANDARD PLAN 226,00- 220.1 d, ANUD 24 CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PLANS. PRIVATE SYSTEiiS SHALL 8£ MAINTAINED BY TWE APPLICANT
T� t 7 OR B EQUAL SPACES 22024).
`J� # 9D MINIMUM OC'VER C NER STORM DRAINAGE PIPE @kNALL {j F-DRM TC TAUL E;.2 1 AY OF TM REI✓ITION $W¢M
R30', SEE FROTE 2 � DIRECTION OF FLOW � 8• I3 S1FF1 PIPE SHALL BE ALIIMLN2ED, OR GALVANF2ED WITIi ASPHALT TREATMENT 1, 2 OR INSIDE AND CaJ'TSIDE.
SECTION A 31 CCINS7RUGTED PERNIEA6LE PAVEMENT SfL#kU 6$ K RMPARLE EfgOUCNH TO AR$ORB WATER AT A UINIMLNN RATE OF 4 INWr:$ PER HOUR IMW.OHLTEI_Y AFTER THE
14. ALL DRAINAGE STRUCTURES SUCH AS CATCH BASfNS AND MANHOLES SHALL BE FITTED wTFH DUCT] LE IRON, BOLTLLOCKING 00:5 PER THE CFTY STANDARD PLAN PAVD*N r SURFACE HA,-�- DECN WET'T$ D CONTINUOUSLY FOR AT LEASE io Mify •TYE$. CCMPLIANCC WITH THY$ MINIMUM RATE SHALL BE CHECKED PRIOR TO
}T 2134.ID. 2D420, RINI X, 204-44- AND 204.50- STRUCTURES SMALL HAVE: C9145TRUUMN APPROVAL OF THE PAVEMENT COMPLLf1NCE MAY BE CHECKED USING A SIMPLE 61JCKET TEST IN NNHIGH S GALLONS OF WATER IS P40UREC DNTO THE
1 mr Wx J ■ RECTANGULAA OR ROUND. SOLID LICE WHEN NOT C♦3LLECTANG RUNOFF. AND OurSIDE OC THE ROADWAY. PAVEMENT SURFACE ALL AT ONCE IF ONLYA MINOR AMOUNT 4F WATER PONDS OR RUNS OFF THE SURFACE. THEN THE PAVIEVENT M CONSIDERED TO MEET THE
MINIMUM RATE OF ABSL7RPT14)N AT LEAST ONE TEST SHALL BE CONDUCTED PER 1,1JUG SQUAB@ FEET OF PERMEABLE PAVEMENT IF THIS TEST 15 NOT CONCLUSIVE
NOTES: SeiCTION A SECTION B • ROUND, SOLID LIDS W4iEN NOT COLLECTING. RUNOFF AND LOCATED WITHIN THE ROADWAY, BUT OUTSIDE OF THE CURBAXTTER LINE. THEN ANOTHER TEST PER ASTM C t 701 SHALL BE CONDUCTED FOR LARGE AREAS IE.G , PARKING AREAS), TESTING OBSERVATION MAY BE ACCOMPLISHED WHILE
Wjl
■ ROUND, SCUD LIDS DISPLAYING THE CITY LOGO WHEN WITHIN THE PUBLIC RIGHT-QFWAY OR IN AN EASEMENT TO THE CIITY PFNVATE STRUCTURE LJDS aJT51DE WALKING BEHINDA SLOWLY MOWNG WATER TRUCK DISCHARGIN€3 YVATER AT A RATE SIMILAR TO THE BUCKET TEST. PERMEABLE PAVERS SHALL BE TESTED USING
3Jt'I BQLT-DOWN CAPABILITY 1S #REQUIRED ON ALL FRAMES, PUBIJCRIGH7-OF-WAY AND EAS€MENTS TO THE CITY SHALL NOT DISPLAY THE CITY LOGO. ARTM C17e1
GRATES, AND DUVERS, UNLEW;)THERWISF SPECFFFED
PROVIDJ TWO HOLES IN THE FRAME THAT AWARE
VEPRTICALLY ALIGNED WITH THE GRATE OR COveA SLDTs 15 BLIfLDINGS AND OTI eA 3tAIJCTURR5 sFLALL 6e PLACED IN ACWROANCE VATH Y•Af6L.E 41 EAsemENY WOTH5 AND RLIIL. i NG S( T$AIX5 ON ES OF THII5 ftNION SI+LrDM
THE FRAME SHALL ACCEPT THE "'-T1 NC x 2'ALLEN NOTES:HEAD CAP SCREW BY BEING TAPPED, OR OTHER awWL. mOLE APPROVED MECHANISM- LOCATION OF BOLT -DOWN HOLES I BOLT -DOWN CAPABFLITY 35 REQUIRED ON ALL FRAMES, GRATES, AN❑L6 L1OS Of MAJ'iH4LF5lCATCH SASWSVUYININ PUBLIC RIL3HT-0E-WAY SHALL NOT 8E A.fl.IUSTED TO FINAL 43RhDE UNTIL AFTEiR PAVING. ALL NIANHOLFCISTCH B,a51N RIMS
VARIES BY MANUFACTURER COVERS, UNLESS OTHERWISE SPE0IFlED. F'RDYI➢E TWO HOLES ANSHALL BC ADJUSTED TO BF FLLLRH WITH FINNAL F INISHFD GRA,DE$, jkLESS OTHERWISE SHOWN
1Ji'THE FRAM I? THAT ARE VERTICALLY ALIGNED VVITH THE GRATE OR
2 LIEU OF
IB DEUI RC.FNO D£.ilON3 hREACCEPFABLE IN COVER 5LOT4 THE FRAME S ALL ACCEPT THE W@--11 NG Y 2- ALLEN
LIEU OF THE RIB DESIGN HEAD CAP SCREW BY @ELNG TAPPED, OR OTHER APPROVED s7 ALL DRI4 EWAY C1IL BOTTOM
LOCATED H CRY RIGHT-0E-WAY SHALL BE OF 9UFFICIENF LENGTH TO PROVIDE A MINRAUM 371 SLOPE FROM THE ED{I£ OF THE
SE CT! DN r-HEADTO THE BOTTOM OF THE DITCH.
J. REFER TO STANDARD SPFCIFkGATION 945.15(7} FOR MECNANFSf,1 LOCATION CF 9OLT•DO'AYN JiOLES VARIES BY
AD➢TFIONAL (REQUIREMENTS MFNUFACTURER
A FOR FRAME DE-MLB. SEE CITY OF RENTON STANDARD P .REFER TO STAN➢ALRO 3PECdFIGATION 9.0S IQ21 FOk ,ADD CLONAL co
PLAN 20A 00. REQUIREMENTS,
3 FOR F RAM E DETAILS. SEE STANDARD PLAN 204.0D
UNLESS TjTHENI?nSL NUTtD, URAWINL, I] IwM TO SCALE j1hinq VMLLY5 OTHkTCWI5E WOTEU, VMWING IS NOT TO SCALE JLNTSF UNLESS OPHERWISE NCrM% DRAWING 15 NOT TO SCALE (NTS; UNLESS OTHERWISE WITTE. DRAWING ES NOT TO SfALF INTS' 0
STD. PLAN - 204.10 STD. PLAN - 204.2 STD. PLAN - 267.00 STD. PLAN - 267.10 0
PUBLIC WORKS PUI3MWORKS PQ
PUBLIC WORKS SURFACE WATER STANDARD PLAN e�= . PUSUIE WORKS SURFACE WATER STANDARD PLAN a �dhf CD
DEPARTMENT RECTANGULAR SOLID METAL_ COVER GAZ 9/28/2019 f !45 DEPARTMENT RECTANGULAR VANED GRATE GAZ 912812018 1 :45 A DEPARTMENT NOTES (I OF 2) art{n Pastucha3/13/2020 l 8:4 DEPARTMENT NOTES {2 OF 2) artin..Rastuct���13/2o�� � s �
hp,�Ww.•+4 •,-"n,�. ELATE „. ,,,. , ,.. CAT: 8}i3RGR8GMGD . L7AFF
9�9i1ia8L9b. RATE
PLANTING I317WkT-0DISTURB@D LR4DISFURBED TURF RLAWNINRFAS,
RECORD DRAWING VEflETATION, RFF MOTE , �F: "a� IT
II i!I,L;, I•III+r'; ,I Ii I�, II I?
UNDISTURHSR I I I GRASS: SELL) OR Soo 1x -SLOP FLAT FACE GOTHIC
NAVD88 C.O.K. ID#43095 STEEL NATIVEVEWTATION 1 rs•-
NAIL IN CASE EL = 182.07' f El Ell
��DIA
% �- PIPE ALLOWANCES UEE
L CIE
CENTER OF INTERSECTION OF PB1JeLrNfiNaNDYATIEDGRATrF El
�{�13N1S'DIA
UNDISTURBED NATIVE SOIL uHDI57URRED NATII'E SOd- IfAL%IIAU}A
�Y PIPE MATERIAL INF3IDE 61frZ VA
LG•1 fT ➢UL
3 3 R D P L & PARK AVE N.
s i> T>ER ,R, ".1Fj s$ KET HEAD cr~P 1E' DLA „
PERMIT N 0. C 2 4 0 0 2 6 2 0 REINFORCED OR PLAIN 12• (1] opEN PIGKIIOLE SCREW 1ALLENMEADJ W?W&HRS
Za Ib. CONCRETE DN Aa' 0LA BOLT CIRCLE
N 0 CHANGES 0 N THIS PAGE ALL METAL PIPE 15' PLAN v1Ew FRAME SECTION CovE#t SECTION
* PAGE** _ ;; A,- �,
CPssP'.
STn SPEC.9-0.20 12'
OPTION 1 NO DISTURBANCE I., 'r. 4•. V. it OR pr SOLID WA.LPKC,
STD. SPEC-,M 16`
CAST IRON FRAME AND PAVED AREA ITYP I
PL.ANTIM BEDS TURF ILAWNIMWAS COVER. SEE NOTE 3
ONE k3 BAR (SPACED
FOB! I ILLY), ETD.
&LE WALL PVC,' 76, 2 2• TASGVE GN PONDING
INCRI:MFxJ7 SPAC@D EQUALLY STD. SPEC. 9--05-12(2 �,,,II
3' ARB9RF3F YlODD CHIP M4hGFi.f ! r ff • I GRABS: SEED OR SLID SEE; NOYE' I I ELEVATION 4R PER PLAN
SEE 1R-fA PLAN 292.99 / Er QLII+{ CAP OR SIMILAR
FERNL:O GASK£TED
RECTANGULAR ARJIPSTMIENT SECTION CO"USATEDPCLyuTWLIiNE$TORM OESRGNPONDING
J SIEV R PIPE
ElEVAT1CNU 4• STREAMBED CBBBL>=4
$" CLAS.B'El PET) vusOQT 9•D6 HIRE
J' QF GHOST INCORPORATED I I i 6 s ASPHALT, SPE NOTE I,
1.79' 4F GOR4PA]9T MCORPL7RATER INTO -�,I,��. NOTES: .-;
INTO y OF SITE SOIL FFUTAi 625-0F STESOIL (TOTAL AMEMID♦3EPTH - 'U 4" COMPACTED SAND OR
AMENDED DEPTH D'F 13.5', FCR A DF6 ', FtlFA h $ETITJ<;D OEFh1 ❑F irI g 1 AS ACCEPTABLE ALTERPWWIFS TO THE R£BAR SHOWN ORAULL BACKFILL FOR ORAINS
SETTLED DEPTH OF B'} IN THE PREC'AS T BASE SECTION, FIBERS NVL kCr D IN PER WSDOT 9.07 12(41 R,_JI
ACCORDANCE WITH STANDARD SPECIFICATION ..
9-06.501%5. OR WIRE MESH HAYING A MiNIMLIM AREA OF
01.2 SQUARE INCHES PER FOOT SHALL BE USED WITH CL I Id RISER. BEE NOTE 2
jr -�I- --I-..... ,dam Tn THE MINIMUM REQUIRED REBAR SHOWN IN THE I -
a I ALTERNATIVE PRECAST SASE SECTION. WIRE PAESH 7
I- - Imo. J ,Ji. SUBSOIL 5CAi1FIE0;' BELLTk SMALL NOT BE PLACED IN THE KNOCKOUTS. AS AN
sUB64JLS✓t r4RIFIED4' 11ELO N ,`� ~ - COMR4,SF AME;k+LUED LAYER I ALGEF'TFSBLE AIWENATIVE TO TKE FLEBAR SHOWN IN
L"OLIPUT AMENDED -LAYER � - { Lr EIEL4k1 so+L iil �FACEJ � TH E RECTANGULAR AIDJUSTMENT SECTION. WIRE MESH CL EAfRtSITT RISER,
C11.9ELOW &CHI SURFACE} _ =i ,-LLB 03 B1 EACH WkNEAi I WAVING A MINIMUM ARBA OF 0 t2 SQUARE INCHES PER S SK TIGHT 4W $EMO SEE NOTE 2
-'J I FOOT MAY BE USED
2 THE KNOCKOUT (TAAMETEA SHALL NQT BE URF ATT: R WYE
. - .y----: - --- THAN 2D' KNOMU7$ $-HALL HAVE A WALL THICKNESS SOIL TIGHT
OFTT4T�FS 21 IIk Miff 4 - "END In PLACE OR STILIMLPI;_E ANQ AIYIEND � I N MINIMUM
MINrAP TO Z 5' MiTHI E UM RRO WA 1 A S. COUPLER
� r MINIMUM �4R BENVEEN THE KNOCI{041T WALL AND THE ' k-•
OUTSIDE OF THE PIPE AFTER THE PIKE I$ INSTALLED, A
FILL THE GAP WITH JOINT MORTAR IN ACCORi]ANCE WITH UNDERDRAIN. FOOTING
AWG BAR EACH SIDE - STANDARD SPE.C61IGATnN MA. 3. DRAIN COLLECTOR, OR -
ROOF DRAIN COLLECTOR
pgJkNT�p BSpg TURF ILAWN} AREAS 3 THE MAXIMUM DEPTH FROM THE FINISHED GRACE TO PIPE, SEE NOTE 1 CI_EANOUT RISER LOCATED WITHIN
THE LOWEST PIPE INVERT SHALL BE 5 FEET
T ar dRBOI>LST f f3 SAFE EACH WAY _
4. THE FRAME AND GRATE MUST BEINSYALLm1MT?iTME l j BIORETENTION PONDIIIG AliEA WAS
WOU6 CHIP %/l, ' rr '' f ff 1�,� � +�I ij�IYIvIIII,I�I I II-I� GRASS $FED OR SC53 FLANGE DOWN t�ti.I I' IIIIII �� C. OF
FdUL�W, 3tZ fiIs. �' f .1 II:
PL.AFI 2ezEo 1 I N4T'F& PRECAST BASE SECTION 5 THE PRECASY EASE SEC11ON MAY HAVE A ROLJNDEEJ TO OVERFLOWao
AND [;_ x RECORD DRAWING
I THO2D41+, D'j H PW LLS MAY BE h0PMC AT A RATE OF STORM STRUCTUREMAN
FOR - -- - Vf
I A. AREAS NO D1STlNRBA,NCE iD 0f FENCED
AIRO E PROTECTED
D VEiiCONSEtAt 7N A914} N LYD BE 6 IRE OPEMNO SHALL BE MEASURED AT Ti-IE TOP Of THE � - MECHANICAL PLUG OR INFORMATION ADDED B Y
F L L PROTECTED FROM CANSTRDCTION VA7°ACFS. R3 BA.R HOOP CflhJTINUED CONNECTION r�
6' IMPIXRTEO fi' IA1PO4RTER
� � PRECAST SASESECTk4N •O �P 15025 'o
TOPSOIL MIX TOPSOJL MIX T'TPICAL CLEANOUT CONFIGURATION 1' �P
LOC AWACTEo FCDMPAGTEO GENERAL NOTES; � I � 7 ALL PICKUP HOLES SHALL BE GROUTED FULL Al TER THE i C r S T Eg AS CONNECTED UNPMRAI N FOOTING D
WITH T E R R A N E I N C .
INLET HAS SEEN PLACED. USE GROUT TYPE 2 FOR NOTE&
1 TOMEASkM SETTLED DEPTH. WATER SACCORDANCE-
j 7
L7F-PTµF S' I DEPTHI OIL #3 BAR EACH NON -SHRINK APPLICATIONS IN ACCORDANC
I E- ANAL LHL"'m REPRESENTS THE RESULTS O
SUFMIENE LY TO N-ULLT SATURATE VYIl"CU1 FCQfRNE-R 18" MIN. STANDARD SPECI rr-ATHUN 9 20.3L2I. DIAMETER TO BE 6 INGHES.TAINIMUM PRIVATE, 8 INCHES MINIMUM YU11UC. UNDERDRAIN PIPE PER STD. PLAN 2$21R , A
CAUSING CN'i4$IbTN I LEANOUT RISER SHALL N SAME MATERJAL RAIN COL LECTaR. OR ROOF DAWN COL=TOR POPE SURVEY CONDUCTED I N J U N E202 5.
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a COMPOST TO MEET STn. PLAN 2E2.fU MORTAR M ACCOiRDAdNCE W1TIN $iANLUARi? 3- FRAME AND COVER SHALL BE EJ PRODUCTS 367'.ZIPT AND 367EAPI OR APPROVED EQUAL COVER TO SE L6gKING WITH ALLEN HEAD BOLT, MARKED'STCRM" Cm
- - SUBSOIL IS
SPECIMATEON 9.04.3, THEN APPLY MORTAR TO wSIDE
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EN:AIRPFIEED E' �-- \.. - - I VJ�LI TDpSL]IL Al11L T4 8E 7p Ii5k OF STAM[}ARSI PRPCTPR FRAA4OD 4. FOR CLEANOUTS FULLY OR PARTIALLY WITHIN UNPAVED AREAS OUTSIDE OF @FORETENTION FOTNOING AREA +"OUR 8' ThfIC15, 2'N:2' SQUARE CflTNCR£TE COLLAR
1I n TOPSOIL FED ?' '! _ }YL 9 h.RDRTAI2 SHALL BE LiDCED AND APPLIED PEAS AROUND FRAME. CONCRETE COLLAR SHALL RAVE MINkMUM COMPMESBIVE STRENGTH OF 3,06U PSI
4. SEE C-ONSTRUCTN2N PLAAS FORSPECWIG MANUFACTURER'S MWIFIDDIRECAND
12 { _'� PROJECT REQUIREMENTS L311ENERAL NOTES:
10. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY
OPTION 5 • lMPORTEI} TOPROI L TAPPING UNTIL FRAME IS FLUSFI WITH PAVEMENT AS 1. CLEANOLFi"S FOR UNDERDRAIN, FOOTING DRAIN COLLECTOR, AND ROOF DRAIN COLLECTOR PIPES SHALL BE INSTALLED AT A MINIMUM OF EVERY WO FEET, AT
uN11:5* arslFRLrr3L NGrEd, D"WiNc ISNOTTG S=f RNT51 DETERMINED WITH STRAIGHT EDGE OF SUFFICIENT EVERY W DEGREE OR SECOkD 49 DEGREE SEND, A.T THE END OF EVERY COLLI=GTOR PIPE, AND AT EACH END OF AN U ND€RDRAIN PIPE NOT CONNECTED TO AN
tea, PLAN - 26•00 LENGTH OVERFLOW STRUCTURE CLEANOUTS $HALL BE INSTALLED TO ALLOW FOR MAINTENANCE ACCESS TO ALL PIPES
eUBLIC WORKS n""" D 11. ALL MORTAR J04WFS SHALL BE TRIMMED FLUSH AND F. ALL FITTING$ $MLL K $OIL TLGHI
t DEPARTMENT SOIL AMENDMENT SECTIONS GAZ 9128/2028 I S+;FNOTE 1 REMAIN VISIBLE UPON COMPLETION. g. CLFANOLfTRISEFk9WALLBELOCATEoouT51E71=CFEiFORETENni)"POFNDINGWNEREPO[SISLiE.
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{Ip,IuIT,ND,ORVItA ol�i ,' 1-C: PE'J�i1::_'.''- [i.i4 APPR AFPR�+m ILr SCALEACCDRDINGLY RENTON, WA HIN TON 98056 SHEET: a F:g
DRS PROJECT NO. 24010
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MOVE TREE ONSITE TO
AVOID•
WATER SERVICE
PRUNE DAMAGED TWIGS AFTER PLANTING
PLACE IN VERT. POSITION: DOUBLE LEADERS WILL BE REJECTED
NOTE:
KEEP ROOTBALL MOIST AND PROTECTED AT ALL TIMES.
HOLD CROWN OF ROOTBALL AT OR JUST ABOVE FINISH
GRADE.
PROTECT TRUNK AND LIMBS FROM INJURY.
BACKFILL TO BE SETTLED USING WATER ONLY - NO
MECHANICAL COMPACTION.
REMOVE ALL WRAP, TIES & CONTAINERS, REGARDLESS
OF MATERIAL.
(2) LODGEPOLE STAKES, PLUMB WITH ELASTIC CHAIN -LOCK
TYPE OR RUBBER GUYS TIED IN FIGURE EIGHT; REMOVE
AFTER ONE GROWING SEASON
PROTECTIVE WRAPPING DURING SHIPMENT TO SITE AND
INSTALLATION REMOVE AT COMPLETION OF PLANTING
LAWN PLANTING; PROVIDE 3' 0 "NO GRASS" TREE RING AND
2" DEEP MULCH LAYER IN WELL. HOLD BACK FROM
TRUNK 8" TO 10"
FINISH GRADE
PREPARE PLANTING BED PER SPECS; AT MIN., LOSS
AND MIX SOIL TO 18" OR DEPTH OF ROOTBALL AND
TIMES BALL DIAMETER
REMOVE ALL WRAP, TIES, AND CONTAINERS '
SCORE ROOTBALL AND WORK NURSERY SOIL
AWAY FROM PERIMETER ROOTS
SET BALL ON UNDISTURBED BASE OR COMPACTED
MOUND UNDER BALL
PENETRATION TO SUBBASE (+) 24"
DECIDUOUS TREE PLANTING/STAKING DETAIL
NOT TO SCALE
PLANT SCHEDULE - RIGHT OF WAY
BOTANICAL NAME
Ulmus japonica x wilsoniana
'Accolade'
*DBH Diameter at breast height
Turfgrass Lawn, sod
COMMON NAME SIZE
Elm
2" DBH*
min. 8' ht.
36" diameter 3" depth medium bark mulch ring around tree located in
lawn.
4" imported topsoil in lawn area
QUANTITY
1
FINISH GRADE AT 2" MULCH LAYER
4:1 SLOPE MAXIMUM
2% SLOPE MINIMUM
TOPSOIL AS SPECIFIED
CURB PER CIVIL
DRAWINGS (WALK FINISH GRADE AT
SIMILAR) 3:1 SLOPE MAXIMUM
10:1 SLOPE MINIMUM
PREPARED SUBGRADE
1" MAX. 1" MAX.
CLEAR
SIDEWALK
LAWN CONDITION MULCH CONDRION (CURB SIMILAR)
PLANTER SECTION DETAIL
NOT TO SCALE
LOT 32 LANDSCAPING SHOWN FOR
REFERENCE ONLY. SEE
ADDITIONAL LANDSCAPE SHEET
❑ TEL SEP
NTA
NORTH
0 10 20 40
1 " = 10'-0" SHEET SIZE 24" x 36"
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JEFF M. VA LEY
CERTIFICATE No. 774
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JOB NUMBER:
DRAWING NAME:
DESIGNER:
JMV
DRAFTING BY:
JMV
DATE:
9.17.24
SCALE:
AS SHOWN
JURISDICTION:
RENTON
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