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LEGAL DESCRIPTION (BY OTHERS)
LOTS 41 AND 42, BLOCK FS, CD.NNLLMANS LAKE WASHINGTON GARDEN OF EDEN
ADDITION TO SEATTLE NO. 1, ACCORDING TO THE PLAT THEREOF PECORDED IN
VOLUME 11 OF PLATS, PAGE 63, IN
ICING COUNTY, WASHINGTON.
BASIS OF BEARINGS (BY G 7HERS):
ASSUMED A BEARING OF N DF 5J'03" E RETVVFEN MONUMENTS FOUND ALONG' THE
CENTERLINE OF PARK AVE N.
REFERENCES (BY D VIERS):
RI. LAKE WASHINGTON CARDEI+N OF EDEN ADDITION TO SEATTLE NO. 1. VOL. 11 OF
PLATS PC. 63, RECORDS OF KING COUNTY, WASHINGTON.
VER TICAL DA TUA4 (B Y 0 TF- ER ):
NA* 68 PER CPS 085ERVATIONS
SITE TEMP. BENCHMARK
DESCRIPTIONSET PK NAIL & RED WASHER
LOCATION.' IN ASPHAL T; APPROX, 40.IFT SE'LY OF FOUND IRON PIPE FOUND NEAR
SUBJECT SW PROF GOR.
ELEVA PON: 112. 99'
SURVEYOR'S NO TES (BY OTHERS):
1. 774E TOPOr3PAPHiC SURVEY SHOWN HERCON WAS PERFORMED IN MARCH OF 2023.
THE FIELD DATA WAS COLLECTED AND RECORDED ON MAGNETIC MFDIA THROUGH AN
ELECTRONIC THEODOLITE. THE OATH FILE IS ARCHIVED ON DISC OR Ca WRITTEN
FIFO NOTES MAY NOT EXIST_ CONTOURS ARE SHOWN FOR CONVENIENCE ONLY
DESIGN SHOULD RELY ON SPOT ELEVA 77ONS
2, ALL MONUMENTS SHOWN HEREON WERE LOCATED DARING THE COURSE OF THIS
SUR VLF Y UNLESS OTHER WISE NOTED
3. 7`FIE TYPES AND LOCATIONS OF ANY URLIPES SHOWN ON TH6 DRAMNG ARE BASED
OIL INFORMA TION PIROOVE-D 7-0 U-5 YY OTHER-5 OR GENE-RAL INFORMATION READILY
AVAILABLE IN 7HE PUBLIC DOMAIN INCLUDING AS APPLICABLE, IDENTIFYING
MARKINGS PLACED BY U17LITY LOCATE SEI?OCES AND OBSERVED SY TERRANE IN
THE FIELD. AS SUCH, 7HE UTILITY INFORMATION SHOWN ON rHESE DRAWWNCE ARE
FOR 1NFORMA TIONAL PURPOSE'S 0NL Y AND SHOULD NOT BE RELIED ON FOR DESIGN
OR CONSTRUCTION PURPOSES; TERRANE IS NOT RESPONSIBLE' OR LIABLE FOR THE
ACCURACY OR C'OMPLE7ENES5 OF THIS U77LI TY INFORMA 7 QN- FOR NE ACCURA l`E
LOCATION ANO TYPE OF UTILITIES NECESSARY FOR OESIGN AND C'ONSTRUCTIDN,
PLEASE CON TACT THE SITE OWNED AND THE LXAL UTILITY LOCATE SERVICE
(800- 424 - 5555).
4. SUBJECT PROPERTY TAX PARCEL NO. 334210-2460
a 5U6JECT PROPERTY AREA PER THIS 5URVEY 15 10,SOTS -±5F (,0 2.5 ACRES)
6. ALL TITLE INFORMA 77ON SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM FIRST
AMERICAN TITLE INSURANCE COMPANY'S, ORDER NO. 4244-4.025372, DATED
JANUARY 12, 2025. IN PREPARING THIS MAP, TERRANE, INC. HAS CONDUCTED NO
INDEPENDENT TITLE EE-ARCH NOR IS TERRANE, INC. AWARE OF ANY TITLE ISSUES
AFFEC77NG THE SURVEYED PROPERTY OTHER THAN 7-HOSE SHOWN ON THE MAP AND
DISCLOSED BY THE REFERENCED. TERRANE INC. HAS RELIED WOLL Y ON FIST
AMERICAN 77TLE INSURANCE COMPANYS REPRESENTA770N.5 OF THE TITLES
CON0177ON TO PREPARE THIS SURVEY AND TERRANE INC. QUALIFIES THE MAPS
ACCURACY AND COMPLETENESS TO THAT EJ[7ENT,
7 E'AISPNG STRUCTURE(S) LOCA nON AND DIAdENSIONS ARE MEASURED FROM THE FACE
OF THE SIDING UNLESS OTHEfi WSE NOTED.
8. FIELD DATA FOR THIS SURVEY WAS OBTAINED B Y DIRECT FIELD MEASUREMENTS WITH
A CALIBRATED ELECTRONIC 5-SECOND TOTAL STAT70N ANDIOR SURREY GRADE CPS
OBSERVATIONS. ALL ANGULAR AND LINEAR RF; A TQNSHIPS ARE ACCURATE ANO
MEET THE STANDARPS SET RY WAC 332-130-090.
SCHEDULE B ITEMS (BY OTHERS):
13. AIVY ,AND ALL Md ERS OF VEDICATION, GONDinVNS. RES77ti'IC?7OIVS, EASEMENTS
BOUNDARY DISCREPANCIES OR ENC'ROA CHMEN T5, NOTES ANDIOR PRO VISIONS
SHOM OR O15CLQ5EO SY SHOP PLAT OR PLA T OI" C.V.HILLMANS LAKE WASHING TON
GARDEN OF` EDEN AD0177ON TO SEATTLE NU 1 RECORDED IN VOLUME 11 OF FLATS,
PACES) 63. (BLANKET IN NA TURF NO WNC, TO PL0 T.)
14. CON0I77ON5, NOTES, EASEMENTS, PROOSION,S ANDIOR ENCROACHMENTS CONTAINED
OR DELINEATED ON THE FACE OF THE SURVEY RECORDED UNDER
RECORDING NO, 20010711900003- (CURRENT COND177ONS SHOW)
15. THE TERMS AND PROVSIONS CONTAINED IN THE DOGUVENT ENTITLED DEGLARA77ON
OF RESTRICTIVE COVENANTS" RECORDED, aANUARY 11, 2006 RE -CORDING NO..
20060111001463 (NOTHING TO PLOT. RESTRICTIONS FXIS'T)
1
Carr 2 Working Days Before You dig
11
Utillitiee Underground Location Center
OD,MT,ND,aR,WA)
DD R
SW 1/4 SECTION 32, TOWNSHIP 24 N. RANGE 5 E, W.M.
KENN YDA L E L 0 TS RECORD DRAWING
NAVD88 C.O.K. ID#43006 BRASS DISK
IN CASE EL = 42.126'
INTERSECION OF LAKE WA BLVD ,
MOUNTAIN VIEW AVE N, & N 33RD ST
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NOTE (BY OMENS):
77TLE REPORT OMITS PORTION OF VACATED
ALLEY ADJACENT ON THE NOR774 WHICH WOULD
ATTACH BY LAW PER STA7V..RORY WARRANTY
DEED REC. NO. 24100630000,395.
D.R. STRONG CITY COMMOM (DATED 07.10a23)
CONSUL TING ENGINEERS 2 CITY COMMENTS
1ENGNMERS PLANNERS SURVEYORS
6M- AhAVEJVUE KR 4AV WA 9MM
a 425 dZ-J.3M F425.8272423
rN 0. REVISION
LEGEND (B Y OTHERS):
I
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VICINITY MAP
PROJECT INFORkA TICN:
707AL EM:STING 51 TE AREA:
TOTAL PROJECT AREA,
51 TE ADDRESS -
TAX PARCEL NUMBERS.
-
ZOYINC •
PROPOSED PROXC T,
SEWER DISTRICT.-
WATER DISTRICT -
ELECTRICAL POWER.
NA TURAL GAS:
TELEPHONE -
PROJECT CONTACTS:
10,806 S.F. (0.248 ACRES)
12,362 S. F (0.284 ACRES)
1005 N 33RD PL
RENTON, WA 98057
JJ4210-24 C0
R-8
S1NOLE-FA MIL r- ,RESIDENCE
CNT Y OF REN TON
GY7-Y OF RL-NrON
PSE
PSE
C•OMCAS T
OWNFR(APPLICANT-.-.--.-.---.-,---.NW SEATRE BUILDERS, [.LC
-... --- ------------- -------------------------- 9675 Sr 36TH ST. SUITE 705
......................... -....................... MERCER ISLAND, WAS,r'1+1N6761N 981940
......... ................ .................. ...-.. CON TACT.• JUSTIN LAG'ER,S
.........I............... ..................... ....JU TINOA,44ERfCANCLA.SSICHOMES_COM
..................................................{253) 405-5587
CIOL ENGINEER.-.....................D.f? 5rHONG CONSUL 77MG ENGINEERS. INC
................................................. 620 7TH AVENUE
NCIRICLAND, WA5HINGTON D80.3.3
--------------------------------------------------(425) 627-306,3
................................................. CONTACT., YOSFIIO L. PIEDISCALZI, P.E.
-------------------------------------------------- YOSIfIO.P1EDI,SCALZIcMRS77ROMO.COM
SURVEYOR, ................................ TERRANE
•................................................ 10801 MAIN STREET, .SUITE 102
......... ........................................ BELLE -WE, WASHINGTON 98D04
............................................ 425) 458-4488
....... .............. 1...... ............... ....,..CON TACT.- JACOB GOODMAN MfLLER
---- --------------------------------- --------INFOOTERFANENET
6EOTECHNICAL ENGINEER- EARTH SOLLI770IVS NW, LLC
------.__,__f5365 NE 9077I ST,, SUITE 100
..................................................REDMOND, WA 98052
........ .... .... .... .... ...(425) 449-4704
y......y......v.............*..............CONTACT, SCOTT S. RIECEL, L.G., L.E.G.
SHEET INDEX.-
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INFORMATION ADDED BY
TERRANE, INC. GRAPHIC SCALE
REPRESENTS THE RESULTS OF A SURVEY 0 10
CONDUCTED IN AUGUST, 2024. 1 INCH=20 FT
SC E:
VEAFICAL NAVO 19BB ■
AS NO'MD HORIZONTAL, HID 1"3/*01 I T I\Y!
OF
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DATUM
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AT FULL SeACE Planning/Bu;lding/Public Warks Dept.
INoT OnE WH
SCALE ACCORDLNGLY
COVER SHEET
TOPOGRAPHY MAP
CLEARING AND TESC PLAN
TE-SC NOTES AND DE T,4IL S
ROAD, GRADING AND LANDSCAPE PLAN
COMPOSITE U77LITY PLAN
RCA DETAILS
STORM DETAILS
SEWER ANO WA TER- DETAILS
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ORAWIUG NO:
1008 N 33RD PL c 1 w
RENTON, WASHINGTON 98057 SHEEF 1 67:9
DRS PROJECT NO. 23015
PLANNING 1AVISION
APPROVED
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KENNYDALE LOTS
COINER SHEET
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BASIS OF BEARINGS (BY G THERS�.
A5St)A4F0 A DEAR;NG OF N CF 5J'03" E BETWEEN YONU44ENFS FOUND ALONG' ENE
CENTERLINE OF PARK AVE N.
ER 77CA L DA TU (B Y C THERS):
NAVD 88 PER GPS OBSERVATIONS
SITE 7EMP_ 5ENCH+IdARK
VESCRIP77ON: 5Er PK NAIL & RED WASHER
LOCATION: IN ASPHAL T; APPROX. 40.1Ft SE`"LY O7- FOUND IRON PIPE FOUND l EAR
SUBJECT SIN PROP COR,
ELEVA VON: 112. 99 `
Carr 2 Working Days Before You dig
11
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SW 1/4 SECTION 32, TOWNSHIP 24 N. RANGE 5 E, W.M.
KENN YDA L E L 0 TS
RECORD DRAWING
NAVD88 C.O.K. ID#43006 BRASS DISK
IN CASE EL = 42.126'
INTERSECION OF LAKE WA BLVD ,
MOUNTAIN VIEW AVE N, & N 33RD ST
**NO CHANGES ON THIS PAGE**
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OOK ti ti FEIio:
D.R. STRONG i CITY COMMENTS (DATED 07.10.23)
CONSUL TING ENGINEERS 2 CrTY COMMENTS
EIVGNMERS PLANNERS SURVEYORS
6M - AhAVEVUE l RM-4N7U WA MW
0 425 6273M F426.&?72429
IN O .
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POWER
POLE
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CONCRETE SURFACE
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RECORD DRAWING
INFORMATION ADDED BY
15025 �� TERRANE, INC.
01STVE
SIGNAL LPSD REPRESENTS THE RESULTS OF A SURVEY
CONDUCTED IN AUGUST, 2024. R _ 42 6 02
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
SAMolrman 10/05/202 �
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KENNYDALE LOTS 5/3/2023
TOPOGRAPHY MAP F ELL7B00+ z
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ORAMUG NO: z
1008 N 33RD PL C 2 W
R ENTON, WA H I NGTON 98057 SHEET 2 OF,9
DRS PROJECT NO. 23015
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BocuSign Envelope ID: 6EEGF5BB-602AAE4A-6436-A317AA638878
EROSION AND SEDIMENT CONTROL (ESC) STANDARD PLAN NOTE$:
THE FOLLOWING *A LISTING QF GENERAL moTT_s THAT SHALL OE INCORPORATED IN THE ERCL$IQN MQ 5ErDIMEN7 CQNTROL ITSC) PLAN SET, AUTHE NQTES 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 Ti'IE PROJECT- HOWEVER. THE APPLICANT SHALL NOT RENULMER NOR EDIT THE RE &MNING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC
ASPECTS. THEY SHALL BE ADDED AFTI=R THE ESC STANDARD PLAN NOTErS.
1, BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS. A PRE—CONSTRLICT10N MEETING SHALL BE HELD AMONG THE CITY OF RENTON. HEREBY
REFERRED TO AB TFIE CITY, THE APPLICANT, AND THE APPLIGANT'S CONTKAGTOR.
2- THE APP'LIDANT IS RESPONSIBLE FCR ORTAN NG THE WASHIAFGTON STATE dEPARTMPNT OF ECXDGY iEC )I-CrYa CONSTRUCTION STORMWATER GENERAL
PFWrT. IF 1T 15 REQIIRED FOR THE PROJECT THE APPLICANT $HALL PRQVITIE THE: CITY COPIES OF ALL M1jT'IITGRING REPORTS PROVIDED TO ECOLOGY
A5SOCLA,TED WITH THE CONSTRUCTION STORMWATER GENERA. PERMIT
3 THE E$C PLAN SE7 SHALL INCLUDE AN t=SC C04STRUCTION 9F-CUETSGE 0ETAfLING THE CRaERnn STEPS TEEM $HALL 13E FOLLOWED KROM CCNSTRlICT10N
COMMENCEMENT TO POST -PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENTS.
d, THE BOUNDARIES OF THE CLEARING LIMITS. SENSITIVE AREAS AND THEIR SUFFERS. AND AREAS OF VEGETATION PRESERVATION AND TREE RETENTION AS
PRESC REB-RO ON THE PLANS E SHALL BE CLEARLY DELINPATEO BY fENCrmG AND PROTECTED IN 11iE F1ELD IM ACCORDANCE ¢YITm APPENDIA O OF THE CITY OF
RENTON SURFACE WATER DESMN MANUAL {RENTON SWUM) PRIOR TO THE START OF CONSTRUCTION- DURING THE CONSTRUCTION PERIOD, NU DISTURBANCE
13EYOND THE CLEARING OMITS $HALL BE PERMITTED. THE Cj_EPkRIN[i L1MffS SHALL BE MAINTAINED BY THE APPLICANTlE�SC SUPERVISOR FOR THE DURATION OF
COI4STRUCTION
5. STABILIZED CONSTRUCTEOAI ENTRANCE& SHALL BE INSTALLED AT THE SEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE OURATION OF THE PROJECT.
ADDITIONAL M£ASORES. SUCK AS CONSTRUCTED WHIFF L WASH SYSTEFAS OR WASH PADS. MAY BE REOUAIFIS TO ENSURE TKAT ALL PAVEti AREAS ARE KEPT
CLEAN AND TRACK -GUT TO ITOA❑ RIGHT Or WAY n0lR$ NOT OCCUf1 FOR THE Ou[k ATION OK THE PF�OJJ-zCT. IF SN]IMENT IS TRACKM OKPSITE . PUBLIC ROAEI.S $HALL
BE CLEANED THOROUGHLY AT THE END OF EACH DAY OR MORE FREQUE NTLY DARING WET WEATHER. AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING
WATERS OF THE STATE.
fi. WASHOUT FROM CONCRETE TRUCKS SHALL eC PERPORMED OFFSITE OR IN DESIGNATED CONCRI=TE WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE
TRUCKS ONTO THE GROUND, OR TO STORM DRAINS OR OPEN DITCHES. ON -SITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN VESIGNATED CONCRETE
WASHOUT AREAS-
7. ALL REQUIRED ESC BMPS. SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING ANWOR CONSTRUCTION TO PREVENT TRMSPORTATIDN OF
SEDIMENT TO SURFAQU WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC LIMPS SHALT. BE MAINTAINEP 1:N A SATI9FAGTURY CONDITION LENTIL
SUCH TIME THAT CLEARING AN00R CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED ALL ESC BMPS SHALL BE REMOVED AFTER
CONSTRUCTION IS COMPLETED AND THE SITE HAS BEEN STABILIZED TO ENSURE POTENTIAL FOR Ok-SITE EROSION DOES NOT EAST. THE IMPLEMENTATION,
MAINTENANCE, REPLACEMENT, ENHANCEMENT, AND REMOVAL OF ESC BMPS SHALL BE THE RESPONSIBILITY OF TH E AP'PUCANT
S. ANY HAZkRDOiJS MATERIALS QR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE DMY306ED OF PROPERLY.
9, THE €5G 6MP5 UEPtcTEP ON TI-15 ORAVONO ARE INTFRDF-D TO BE MINIMV M REQVtREPAENT5 TO MEET ANT4CAPATEV 51TE GONViT1ON5, A5 GONSTRUGTIQN
PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DIC TATE THE APPLICANT SHALL ANTICIPATE THAT MORE ESC SWIMS WILL BE NECESSARY TC ENSURE
COMPLETE SILTATION CONTROL ON THE PROPOSED SITE- DURING THE CQUASE= OF CONSTRUCTION, IT SHALL BE THE OBLIGATION: AND RESPONSIBILITY OF THE
APPL IC,PAT TO ADDRESS A14Y NEW CONDITIONS THAT MAY BE CREATED SY THE ACTIVITIES AND TO PROVIDE A[301TFONAL ESC BMPS. OVER AND ABOVE MININIUM
REQUIREMENTS_ AS MAY BE NEEDED. TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY Of THE RECEIVING DRAINAGE SY87EM
iQ. APPRQV,4L OF THIS PLAN IS FOR ESC ONLY IT DOES NOT CIWSTITUTE AN APPROVAL QF STORM DRAINAGE DESIC,N, SIZE NOR U)CATIOK OF PIPES, RE37RICTIM5,
CHANNELS. OR STORMWATER FACILTIIES.
t1. ANY riEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL.
1Y. ANY AREAS OF EXFOSED SOILS. INCLUDING ROADWAY EMBAFA4D,Sews. THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET 5i=AScH (OCTOBER DST
THROUGH APRIL 30THj OR SEVEN DAYS DURING THE DRY SEASON (MAY UST THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITII THE APPROVED
ESC CLINES Mf=THOSS {E.G., SEEDING, MTULCHrNG, riLAST1C COVERENG•.ETC.a IN CONFORMANG E WITH APPENDIk D aF TIRE REHtaP'! SWDM.
14, WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1ST AND APRIL 30TH, UNLESS QTHERWESE APPROVED BY THE CrTY
14. ANY AREA %F!EEFING ADEA'nQNmL ESC MEASURES, NOT RELFUIRING IMMEDIATE ATTEN710F1, SHALL BE ADDRESSED WITHIN SEVEN I7j DAYS.
15. THE ESC BMPS ON INACTIVE SITES SHALL BE INSMC; E4 AND MAINTAINrM) ATA MINIMUM OF Ot+CE A MONTH OR WFTHIN 24 HOURS FOLLOWING A STORM EVENT.
INSPECTION AND MA,1NTENANCE SHALL OCCUR J,+IDRE FREQUENTLY AS REQUIRED BY THE CITY
$B BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY. CATCH BASIN INSERTS PER THE CITY STANDARD PLAN 2W 34 SHALL DE PROVIOEA FOR ALL STORM
DRAIN INLETS DOWNSLOPE AND WITHIN SOO FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE Cc#WEVED
TO A SEDIMENT PONO OR TRAP_ ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY INSPECTED AND REP4-ACE0 AS NECESSARY TO ENSURE FULLY FUNCTIONING
cMunITt0+1.
17 AT NO TIME SHALL SEDIME:t'rT Accum ILATEQN ExCEED n OF THE GAPAGETY OF THE CATCH BA,51N SUMP ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE
CLEANED RRIOR TO PAVING. THE CLEANING OPERATION SHALL HOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM
to ANy PE=rIMANENT STORFAWATER FACILITY LQCATION USED A$ A TTXFPORARY SETTING BASIN $HALL BE MODIFIED WITH THE NE.CES$ARY ESC 9FAPS AND SHALL
PROVIDE ADEQUATE STORAGE CAPACITY IF THE TEMPORARY FACILITY IS TO ULTIMATELY Fi1NGTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE, THE
TEMPORARY FACILJTY SHALL BE ROUGIH GRADED SO THAT THE SCTTOM AND SIDES ARE AT LEAST ThRE£ FEET ABOVE THE FINAL GRADE OF THE PERMANENT
E-AL AI 11Y
$9 A:RE:AS DESIGNATED ON THE PLAN(SI CONTAINING, EXISTING STORMWATER FACILITIES OR CNSITE BMPS (AMENDED SOILS, BIQRETENTION. PERMEABLE PAVEMENT,
ETC.1 SHALL BE CLEARAN FENCED AND PROTECTED USING £SC BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION.
20. PRIOR TO THE EiEGIMNING OF THE WET SEASON IOCTOMR F STD, ALL DISTURBED AREAS SHALL BE INSPECTED TO II]ENTIFV W}IIGH ONES SHALL BE SODDED OR
SEPDRD IN PREPARATION FOR TmE WINTE:k RAINS. G15TUF 13FO AREAS SHALL BE �•DED OR SEEDED WITHIN UNE Wr=EK OF THE 815-C HNING OF THE WEt SwoN_
AN EXHIBrT OF THOSE AREAS TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL EE SUBMITTED TO THE CITY FOR REVIEW.
P I T N PTh 0I T 1 P T" I NT- f R
27 Pmon 4 IF2hL Cs3 STFiUGTI4N ACCC NCC, TI L F•R4JCCT a TC kv TALL DC ',x, AP 412Ca Ti] RCVCN -aCP MC Ll1ACN tYATCR ROM EDDYING TT IF ROJCCT ;a1T"C.
ALL ESC BMPS SHALL BE REMOVED AND STORMWATER CONVEYANCE SYSTEa4AS, FACILITIES, AND ON -SITE BMPS SHALL BE RESTORED TO THEIR FULLY
FUNCTIONING CONOI-nGN. ALL DISTURBED AREAS OF THE PROJECT SITE SHALL HE VEGETATED OR OTME-VXISR PERMANENTLY STABILIZED. AT A MINIMUM,
DISTURBED AREAS SHALL DE SODDED DR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT LAVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL MULCH
WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED SEFG+iE OCTOBER 1ST
22 ROCKERIES ARE CONSIDERED TO BE A METHOD OF BPy K ST,4BIL17ATK)N AND EROSION CONTROL. RWKF RIES SHALL NQT BE CONSTRUCTED TO SERVE AS
RETAINI NGI WALLS. ALL ROCKERIES IN CITY ROAD RCHTS-OF-WAS' SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF
ROAD RIG;HTS,GF-WAY SHALL BE GUNSFMUCIED IN ACCORDANCE W[TH THEINTLRKATIUNAL BUILDING ULJDE.
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE INT]E
STD. PLAN - 268.00
PUBLIC WORKS EROSION AND SEDIMENT CONTROL PI'Ik I]:
(77"R) DEPARTMENT STANDARD PLAN NOTES GAZ 912812019 1
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NAVD88 C.O.K. ID#43006 BRASS DISK
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INTERSECION OF LAKE WA BLVD ,
MOUNTAIN VIEW AVE N, & N 33RD ST
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CONSUL TING ENGINEERS 2 Crrx COMMENTS
rENGNMEERS PLANNERS SURVEYORS
- AhAVFVUE K AIM ANp OVA MW
0 425 627.3M F 426.&?72429
NO. REVISION
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YLP 09.28.23 YLP nEslcar�o. BD
PHB
CHECKED. IYLp
B" — = AP P R nFPR[}v[O P
SCALE:
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1F NoT OnE HCH
SCALE ACCORDLNGLY
r-
4ERIICAL NAVU 19BB
HORIZONTAL; W 19E3{FSEt1
DIATUM
CONSTRUCTION SEQUENCE:
!, PPE—CONSTRUCRON MEE77NG,
2, POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPEPOSOR (MAY BE
GONSOLIOA TED WI rH THE REQUIRED NOTICE OF CONSTRUC7I01V+ SIGN)-
3. FLAG OR FENCE CLEARING LIMITS AND PROKOF TREE PROTECTION.
4, INSTALL CATCH BASIN PROTECTION IF REQUIRED.
5. GRADE AND INSTALL CONSMUCTION ENTRANCE(S).
6. INSTALL PERIMETER PROTECTION (SIL F FMCE, BROSH BARRIER, ETC.).
7_ MAINTAN FROSIDN CONTROL MEASURES IN ACCORDANCE WITH APPENOIX 0 OF
THE .SURFACE WATER DESIGN MANUAL ANO MANUFACTURER'S RECOMMENCIA TIONS,
S. RELOCATE _EROSION CONTROL MEASURES OR INSTALL NEW MEASURES 50 ?'HA T
A5 SITE CONDITIONS CHANGE 7HE' EROSION AND SEDIMENT CONTROL IS ALWAYS
IN ACGORCIANOE W17H THE CITY'5 EROSION AND SEDIMENT CONTROL STANVAR0S
9. CODER ALL AREAS THAT MLL BE UNWORKED FOR MORE THAN -SEVEN DAYS
DUPING THE DRY SEASON OF TWO DAYS DURING THE WET SEASON WITH STRAW,
_ WOOD FIBER MULCH, COMPOST PLASTIC SHEETING OR E-QUIVALENT,
10. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS
71. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR ,MORE THAN 30 DAYS.
12, UPON COMPtERON OF THE PROXCF, ALL p1,5MR60 AREAS MUST BE
$TA,9k1ZE0 AND BMPS REM O VEO IF APPROPRIATE.
t NO TES:
1. ADD177ONA L ERODON CONTROL MEASURES MAY BE REQUIRED AS DEEMED
NECESSARY 6Y COIF INSPECTOR.
JI 2, SILT FENCE WILL BE PROVIDED AT ALL DOAN SLOPES -
I
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CL CONSTIRUCPON LIMITS
NTH
GRAPHIC SCALE
0 10 20 40
1 I NCH=20 FT.
VA
CITY CF
RENTON
Planning/Bu;lding/Public Warks Dept.
STABILIZED COIVSMUG'TION ENTRANCE
DUST CONTROL
MULCHING, MA TTINC & COMPOST BLANKETS
INLET PROTECTION
PERMANENT SEEDING AND PLANTING
STREET .SWFTPIN& & VACUUA41NO
TREE TO BE REMOVED
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INFORMATION ADDED BY
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GISTV,
SI�A'AL LPSD REPRESENTS THE RESULTS OF A SURVEY
CONDUCTED IN AUGUST, 2024.
R-426 0
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
EDEVEL:01PMENT ENGINEERING
man 10/05/2023 0
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KENN DALE LOTS 5/3/2023
FIELDCLEARING AND TESL PLAN PACE; 0+ z
PACE.
DRAMUG NO: z
1008 N 33RD PL C 3 Lu
RENTON, WASH I NGTON 98057 SHEET 3 OF:� y
DRS PROJECT NO. 23015
DocuSign Envelope I>3: EPECE5E&602A•4E4A•84Y A317AA638878
JOINTS 0 FILTER FABRIC SHALL RE SPLICED AT
POSTS- USE STAPLES, WIRE RIN95. OR
ECMALENT TQATTACki FABRIC 10 POSTS
is
2'PT 14 GAUGE WIRE. OR I_
EQLHV0kLENI.IF5TANIMR0 =
STRENGTH FABALG U6EA =
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!! POST SPACING MAY Bf WCREAS� 4'wL :M N TRENC44 I 17 MIN
TO A' IFr 'MRE BACKING kS USED
8A[ WILL TRENCN-r WITH NATIVE SOIL IJ
OR .3W TO s-irf WASWI) GRAVEL
Tmil-WODD POSTS. STEEL FENCE POSTS• OR ECOVA.LE47 iTYP )
NOITES:
T. OOHPnIOf}9 OP UFE
1-1. SILT FENCEMV BE USED DOWNSLOPE OF ALL DISTURBEOAREAS.
1.2 SILT FENCE ISWI T INTENDED TO TfiEAT CONCENTRATED FLO". NOR tS 741PENDED To TFLEAr SUlkr.AAMAL AIADLPNT5UF ovEFa wb FLOW ANY Dx4i;ErImAFED
FLOW WAY BE OLTNVF.YED itW0,9,H THE DRAINAGE "STEM TO A BEDIMENT TRAPQR FOND
Y OE 519N AND WWFALLATF M SFEr11FICATIONN
I THE G-EOTEXTIL£ USED MUST MEET THE STANID.0 D USTED BELLOW. A-0DPY OF THE MAFILIFACTURER'S FABRIC SPEOMCATIONS MUST BE AVAILABLE ON SITE
A.OE AASTAl OdT671
3¢rD0 SIEVE $I.7E I0.tA.015-) FOR SiLTFILM
6Q100 31EVE SIZE 10.SOk.1 Emin} FOR OTHERFASRrOS
WATER P6H4TTTNILTY CASTM 1140t)
13,D2 SEC' MIIIIMm
9RIh6 TEN&LESTRETiQTFiC T1A =
861.85. N. FOR EXTRA STRENGTH FABRIC
iOGLUS MMMIFMSTANCLAROSYHEWrRFAWIC
aWTEN&MEELOIK.JlT1Gr ffL MC4E
30%LCM IWDANI
uL7RAvIOLET STANCE JASTM L4355}
Tp9 MIH
2j jqw4uAmSnTENGIHFASWCHfWIRE_4WIREBAL'k1N@!piW-AEASETHE8tAEmr,1H(IF IHEPENCE wLL-*♦kCKINGcRr.LOSFNPOST 5PACFWMAY 9EREQUTAEO
FQR EILTRA ETRI?NGTH FABRIC IF FIE4D PERFORLMA=C WARRANTS A STRON%Ft FFUM
4d Y&ERE THE FENCE iS INSTALLED, THE SLOK RK L NOT M 9TEEPI;R THAN 2H-TV
2A IFA TYPICAL SILTAENCE YS USED. THE STANDARD T`XA' TRENCH MAYBE REDUCED AS LONE AS THE BOTTOM 91NCHE5 OF THE 51LT FENCE FABRIC ISYYELLBURIED AND
BECUPE IN A TRU A:34 THAT STAALL4EG TIl6 FENCE AND DCWNDT ALLOW WATER 10BLYPAW OA UNDERMINE THE CAT FEWE
2.5 FiLTKFt FABRrC FiLmCQ$SxKLL BE NSTALLFL Alr QOhi'MUR$ WIENEVGR PtlGaWLE
a UNNTSNAWA 9tANDAk48
I".t. Ai15' DAMAGE STALL BE RSPAIRED 1NME4.ATELY.
9.S IF GT]N[t NTRATEO =LBWS ARE EVIDENT UPHILL OF THE $VNCE, THEY MLM LTE INTERCEFFED AND I-ONVEYED TO A SEDIMENT TRAPOk FIOND.
}.} IT I$ IMPORTANTTO CKQK THE LOPH14' SIDE CC -THE FPHCF i=M S-GN9 OF TAF FENCE CLGGGINO AMB AI; TING ALE A D41MER TOfAOW AND TKRCAtrANO
OIiANNELFZATION OF FLOWS PARALLEL TO THE FENCE. IF T1,09 OCCURS REPLACE TIE PENCE BR REMOVE THE TRAPPED 55MIWNT
3-4- 5macETi-- NUS[ BE REMOVED V,TEN 5EflWEi#T 15 6INK-HE5 HIGH
a 5 IF THE FILTER FABRIC (15IR07ZNTILEIHA$ DETIFRl4RATEP DU6 To ULrRAWOLET>OREAXG4WN. ITBHALI 6E REPLACED
Call 2 Working Days Before You dig
11
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{{
LID,MT.ND,0RWA)
I ft F9i'.1TPVRM%E ha TEr1.BRAWIN; 1S till-7,1 YFALF i.NT5)
STD. PLAN - 214.00
PUBLIC GRK5 SILT FENCE A 9/28/2019 1
DEPARTMENT GAZ
:45
SW 1/4 SECTION 32, TOWNSHIP 24 N. RANGE 5 E, W.M.
KEA fN YD" L 0 TS
bocuSign Envelope lb: 6EECF5$6-,602A•4E4A-MW A3I7AA638S78
raRAANA$E GRATE -\
flRATEfRAhE _
+ i'$'T
SEDIMENT AM} PEPRI$
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WA TER -
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(RECTANGULAR GMTE SHOWN)
BELCM W=GRATE DEVICE
SECTIONyIEw
ISOMETRIC VIEW
s Max.
TI�nI
OVERFLOW SYPA95
BELOW INLET ORATE DEVICE
RETRIEVAL SYSTEM fTw I
QVERFI-051F BYPA$$ MP �
N OTE51
r PRa1TECTOR $HALL BE P%000 ,rj FOR ALL BTpRM DMIN INLETS DL WNSLOPE ANGWLTHM++ W FEET OF ALDIVuRDED OR
QOW$TRUCTION AREA. uNLFRST HE RUNOFF THAT EUTERD THE CATCH RA%N WILL RE CQNVEWED TO A 92[MI IW POND OR TRAP
2: INL.ET PiROTECTICN SHALL BE USED TO PROTECT THE DRAINAGE STTSTEN
1 THE CONTRIBUTING DRAINAGE AREA MUST KCff BE LARGER THAN OhE ACRE
A. SITE THE BELOW INLET {IRATE DEVICE L91G01 FOR THE 51OWWATER STRUCTURE Tr WILL SEWOrz
B. 71'111 WGO SHALL HAVE A BUILT-19 t9tH#L0W RELIEF SYSTEM [OVERFLOW BYPASSL
0. THE RETRIEvALWSTEM MUST ALLGW REMCNAL OF THE 1 01) VMHm" SPILLIND THECMLECr£O I11ATEFUL
A PERFORM MAINTENANCE IN ACCORDANCE Viirm 3TANDAPO 9PECIFLCArKm &Gt3 91
a ANY SEITEIAENT IN THE CATCH BA$1N INSERT $ML OF REJAUV4D WHEN THE 5&q%AFrTT HAa T&Lr; 7 ONF THIRIi OF THE AVA14'kUE
STORAGE-. THE FILTER MEDLA fCA THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY.
01F NCITI-O R"IV WITED.. 1 SOURING. IN'1I7T -0 WAA; .NT-4
STD. PLAN - 216.30
a BuR CATCH BASIN INSERT kP LP �lzslzms I
-1�4 DEPARTMENT
Eh�T GJ�k�
;45
RECORD DRAWING
NAVD88 C.O.K. ID#43006 BRASS DISK
IN CASE EL = 42.126'
INTERSECION OF LAKE WA BLVD ,
MOUNTAIN VIEW AVE N, & N 33RD ST
**NO CHANGES ON THIS PAGE**
DocuSlom Envelc,pe ID: eEPCES5B•602A•4E4A•5436-A317AA638878
1�
R-2F MIN.
NYSTALL DRIVEWAY CULVERT
IF THERE IS A TTOADSIOE
OYrCH F'AEBCiNT. AS PER GrtY
RW gTAtIUARPS
4' Y' ULWRRY 5PALLS
GEOTEKIR-E
TAT MIN THiCI kUr,
1w MIN.
tAvEwAvS SHAu BE PAVED TO
THE EDGE 81T THE MHT.CF.WAV
PRIOR TO INSTALLATION OF THE
DOHSTRLACTTON ENTRANCE TO
AVDID DAMAGING OF THE
"OAD MAY
2 1T IS RECOIAEi£NTIED T1iAT THE
EIiRiArILCE EIE ChL7Vie1E6961T64i
RuNGFF ORALKS OFF T'HEPAID
IS MNL
PRQv" FULL. WIOTTf of
*W.gESS'EC4WBS ARFA
NOTE&
1, CUIIDfiION OF USE
E T CONSTRUCTION EN TRANCE NHALi BE StALULUED Ai iMALM TROTtC*%L 96 LLAVLW At6i# tRK'lgNSr1E AND 1R►.y'EUNO ON PA.vE-D 140" CRt}TT M
PALED AREAS WITHrM 1 M FEET 9F THE $I TE
13 FOR RESIDENTIAL CGN$TRULTION PROVIDE STAQILIZE❑ CONSTRUCTION ENTRAHCS$ FOR EACH RESIDENCE Ri ADDITION TO T41E MAIN fUOI M$ION
ENTRANCE STABIL2ED SURFACES SHALL HE OF SUV--IDHNT LENGTFW JEFTH TO PROVIDE VEHICI•E A,CCESSIPARNING, BA$Ep QN LOf 9II.EICOHFIGU11.N.
7 DC%FGN ARV 1q57A44ATIbI4 SPEGIFICATIaNS
2:1. A SEPARATION G£OTEXTILE SHALL BE PLACED UNDER THE STALLS TO i,REVENT FINE SEDIMENT FTICM Pl1MR1FltA UP fmTO THE ROCK PAD. THE C-0EOTE3SrA E
SHALL MEET THE FOLLOWING STANDARDS
LIEU1f3 76ftlr: STTAhNGrH;AVM LAELm
toll LOS. MIN
GRAB TENBRE ELONGATION IASTM IMW}
701E MAX. IN1dJEN)
Q8h 7,QNC TURF S I RENGI H V45TLl DFRAi 1
a9SLp$. MIN
Ai74IAIiTM I`M7Ri}
m-ks ill A 4T8NL-vwnmFHF S17m
2.2. DO NOT USE CRUSHED CONCRETE. CEMENT, OR CALCRIM CHLOFTDE F OR CONSTPUOTION EN[TWANCE 6TABILI7AT" 1ECAMSE TTiESE PFICOUMB RAISE 0H
LE.MS IN STOAMN'ATER AhOCOWPETE PISCHWiGE TO SLMACE WATERS OF THE STATE 15 PROHLGIT €D.
a]. HOGFUR. {LYOOO 0ASED)Aj4Vhj MAY BE SUBSTITUTED FOR [RCOMBINEO WITH DUARRY SPALLS FH AREAS THAT WILL NOT BE LJ5QDF0RPEAMANE3TT ROADS
HOGFUEL LS NOT RECCLNIENDEL FORfNTRANCE 37AB&LZATIGN IN URBANAREhS. THE IN9PECrOR MAY AT AMY TIME REQUIRE TLIE USECF OUARAYSPALLS
IF THE NOG FUEL 13 NOT PREVENTINGSEDIMENTFROM BEING TRACRE D OHrO PAVEIVE}NT OR IF THE HOG FUEL 15 BE1N G CAPRIEOONTO PAVEMENT
2.4. FENCING SHALL BE INSTALLED AS NECESSARY TORESTRICr TRAFFIC TOTIiE CON57RUMTON ENTRANCE.
2-5. WKPNEVER FG988LV-- 111E ENTRANCE SmLL BE CGN51RUCTED Om A FIRM, CuMPACTEo 51JIBGRAME T'rn3 cM 5LL66TAftttN.LYA"EASE SHE
Er-FM7NENES6 iW rF* P-AU AND REDUCE TWE$GEO r{AMA1NTENANU8
S- NARNTENAM6E STANDARDS
I I 04ARRY $PA.I4$ $HAU.B1= A.4PED IF THE PAD 6 NO LONOER IN ACVriFIPANCE WI TH THE 45MCIFICATIOW
3 2 IF THE ENTRANCE IS NOT PREVENTING SEMENT FR(W BEMIS TRACAED ONTO PAVEMENT THEN ALTERNATIVE MEASURES Tit EEEPI THE STT&- TS FREE 13F
SEDIMENT SHALLSEUSED.7M MAY INCLUDESTREETSYIEEPJNG, AN INCFZW IN THE DIMENSIONSOF THE ENTRANCE DR THE INSTALLATION OF A VL'HEEL
WASH IF wASmW 15 USED. II S141LLL BF DONE ONAN AAPA CavEAEO WITH CRUSLHE0 SOCK. ANO WASH WATT R $HALL DRAIN TGA SEDIMENt TRAPvK Por;v
12 ANY srDIMENT TKOLTM TRACKF7P ONTOPAVEMENT SH41- PIE WWkp E"O IMMIEDIATELY BY SWEFRNG. THE SFPUAETITCOL4EGIF4 We &wwl7PL4Q SHALL OF
REMOVED DR STARILIZFp ON SITE THE PAVEMFW SMALL NOT RE CLEANED 0TWASI-ING ODYVH TELL STREET, E15GFPT VMFJi KMFPING is LMEFFFCTIVE AND
THERE ISA THREAT TO PUBI . SAFETY. If IT IS NECE85ARY TO WASH ThESTREI=TS. ASMALL SUMP MUST 3E CONS FIUCTED. THE SEDIMENT WOULD THEN BE
WABNIIIED IN*OTNE BUMP WHERE iT CAN Lira cONI vL= A40ca HA 40EDAPP110PR1AMLV WASH WA [eR M - 6E PuN1PED BACK ONTO THE BITE AND
QANNNOT OISCHAR% T15 $YSTi;M$LTRLBUTARY TO SURFACE WATER$
dA. ANY QUARRY SPALLST THAT ARE =SENET} FFOM T-IE PAD AND END LIP ON THE ROADWAY &-ALL BE RRIAGVELD IMMEDIATELY
3.5. IF VEHICLES ARE ENTEftiNG 12R EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE[Sl. FENCING SHAL. BE WSrhLLED TO CDNTROL
TRAFFIC.
UrHF55 ITHFRVAIF WIER QMWING 15 NIF-0 WALs 4 FS)
STD. PLAN - 215.10
\ PUBUC WORK5 PP x FO
DEPARTMENT STABILIZED CONSTRUCTION ENTRANCE GAZ 9/28/2019 1
ryl.4,...r....., , BATE
1 CITY COMMENTS (DATED 07.10.23) BD 08.16,23 YLP SURVEY�'TERRMIE
D.F. T���11 2 CiTY COMMENTS YLP 09.28.23 YLP
CONSUL TING ENGINEERS ° NW �a
ENGINEERS PLANNERS SURVEYORS DRAWN.
PI•#B
&V - 197AVAERfVE KfRKLAW WA W33 CHEMED, YAP
a 425 a27 3063 F 425 a27 2423
i-C-1 P E'1.i I L1 i ;' : B` DATE APPR 0PRQ1IED YLP
AS NOTED
ONE INCH
AT FULL SCALE
1F NoT ONE INCH
SCALE ACCORDLNOLY
.45 1
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of WASkr`� ��
F y1� v ; Gz
RECORD DRAWING
INFORMATION ADDED BY
P�t' i5o25 GIE9- �o TERRANE, INC.
ST
sl"NI, LAIC REPRESENTS THE RESULTS OF A SURVEY
CONDUCTED IN AUGUST, 2024. R _ 46 04
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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HORIZONTAL: N3;1$0T CITY OF KENNYDALE LOTS 5 3f2D23 ❑
1
RENTON PAGE;
TESL DOTE AND DETAILS 01;
PAGE;
DATUM GRMNG NO-.
Planning/Bu;id�ng/Public warks Dept. 1008 N 33RD PL 4 W
RENTON, WA HIN TON 98057 SH . 4 CIF: g �
DRS PROJECT NO. 23015
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z
LU
y
O
�
� I
�
I
1. 5' ROW
DEOICA DON
SW 1/4 SECTION 32, TOWNSHIP 24 N. RANGE 5 E, W.M.
KENN YDA LE L 0 TS, RECORD DRAWING
NAVD88 C.O.K. ID#43006 BRASS DISK
IN CASE EL = 42.126'
zs' R.a.w HALF' morn INTERSECION OF LAKE WA BLVD ,
MOUNTAIN VIEW AVE N, & N 33RD ST
**NO CHANGES ON THIS PAGE**
5' CEMENT
-k CONGRE7E &' PLANTER
111
SIDEWALK &
SLOP (PER COR STD- h{IIV.
PLAN 102) T'p.
1—J" PVC' CONDUIT , ,, . 1.5
2-2" PVC COIVDUIT
2" PVC CONDUIT
VER77CAL (ZMENT CC)NC'F?ETE
CURB & GUUER (PER GDR STD. PLAN 1197)
CATCH BASIN & .STORM
SEWER6 SE"E PLAN
NORTH HALF N JJRD PL
2" MAX.,
SPECIFIED TREE STAKE(S)
!jj INSTALL 'TREE BOW OR
"ARBORGARD" IN LAWN AREAS.
Imo.
Pura TREE lm"-2` WHER THAN IN NURSERY
WATEI It4G BASIN
AaJACA IDEWALK ES�r
RE
SPECIFIED PLANrT* G SOIL — J
UNDISTURBED GROUND
120 MIN. FOR WOOD
STAKES & t 13" FOR REBAR
±21'
2.5+
17. SA WCU T
I t'•1 nor �
C.7 �J
4" HMA `- GRIND ,AND OVERLAY TO
EXISTING CROWN
5" CRUSHED ROCK EASE
N rS
-PRUNE DISEASED AND
BROXEN BRANCHES
- CHAIN LOK nES
-REMOVE BINDING TWINE & TOP
1 /3 OF BURLAP.
-2" SETTLED DEPTH WITH SPECIFaED MULCH
- FERFILIZER TABLETS
(4-21 GRAM-20-10-5)
5" 01 �A FIBT �T HIM
UTILITIES
-SCARIFY PLAlwDWO PIT
SIDES AND BOTTOM
- 6" DEEP, FIRM, NATNE
SOIL MOUND
xx KUU i LL WIL) I H If"IN HEAVY SOILS. AUGER 8"x 6' DEEP
HOLE (Off THROUGH HARDPAN) FILL
WMI CRUSHED ROCK, VERIFY GOW
D"NAGE PRIOR TO PLANT114G.
DOTE: DO NOT PIERCE TREE ROOTBALL WITH TREE STAXES
DECIDUOUS TREE PLANTING & STAKING DETAIL
Car 2 Working Days Before You Dig
11
Utiftiee Underground Location Center
OD,MT,ND,CR WA)
1_- P I E-p
D� WAS 5
' Q4sTrr
NOT TO SCALE
-
- - - - - _
I I ++ I I
C C
"A lCAN L114M" - 2' I I +
CAUJPER. MIN +
DW aWDIPT
ICaWDUIT _ - - - - - -
c�
++ 4 16. 00'
,DR WWA Y
------ -----•--•---
-- - -- ---- `-- -&--. '�--- - -------- --- ----- ---- -ter ....----
ti c
1-■f �r � � I ^ram
' L J f�
70i DO J 1 I
+ j N I+ ,
I _ 9
jC0NDU[-rs SHALL. ADHERE •11) C1111DITION
SET FORTH IN LEJA23.000276.
t
f .� lfiT 0.02 FrIFT
- SUBGRAUE SLOPE 0.02 FTIF T
SHOULDER (T1'P.) 4" COMPACTED DEPTH
Hil{1A CALKS ilk"
3/4" - 1-1/2" MINUS CRUSHED ROCK
(WSDOT 9-03.9(3)) COMPACTED TO 85% 6" CRUSHED ROCK BASE
OF MAX DRY DENSITY (ATM ❑1557)
D.R. STRONG CrlrY COMMENTS (DATED 07.10.23)
CONSUL TING ENGINEERS 2 CrrY COMMENTS
EIVGIMEERS PLANNERS SURVEYORS
6M - ]'AhAVEVUE KRM 4AV WA 9MM
0425dZ73M F425.8272423
NC). REVISE.}
}r a srr u urr
rMar
hl-I►�R�i'A-
rm v-v,
•� �-j-
sw
95% COMPACHON PER (ASTM D1557)
REQUIRED ON SUBBASE
THICKENED EDGE DETAIL.
NOT TO SCA2_F
BD 08.16.23 YLP SURVEYFO. ANE
YLP 09.28.23 YLP DESL'NMBD
ORAWN.
PHIS
CHEGKM,
YLP
SCALE:
AS NOTED
DME IHGH
Al FULL $GALE
1F HoT OnE WH
SCALE ACCORDLKLY
DETAIL UK 3
SEE DETAIL THIS
t
VEAFICAL NASV 19BB
HORIZONTAL. W 19E /*01
I
ATUM
12400
1
12f 00, It
PA VEMEN T RES TORA TION NOTES
WI THIN CI TY L hVY TS PA VEMEN 7- RES TORA TION SHA L L BE PER C. 0. R. S FREE T RES TOP A TION A ND S TREE T
OVERLAP' STANDARDS ANDIOR AS FIELD SPECIFIED EY THE CITY INSPECTOR.
BACK OF SIDEWALK SLOPE NDTE
GROUND SLOPE BEHIND SIDEWALK SHALL NOT EXCEED 4, 1 FOR A DISTANCE OF THREE (3) FEET,
AFTER THREE (3) FEET, SCOPE MAY BE INCREASED TO A MAX1MVM OF 2; I.
ROAD WORK SCHEDULE:
STA.
10•1.37 66
BEG'1N HALF 5TRECT GRK9 ANSI 0VFRLA �
57A.
70f.53,O5
BEGfN F1?0N7__1GE IMPROVEMENTS
ETA,
11 f 47. 60
END FRONTAGE IMPROVEMENTS
0
STA
U+75.02
END HALT' STREET GRIND AND OVERLAY
WEST ASPHALT TRANSITION RAMP P DETAIL:
7 7
EAST ASPHALT TRANSITION RAMP DETAIL:
NTH
GRAPHIC SCALE
0 10 20 40
1 INOH=20 PT.
Adau
CITY OF
C%56R] FENT0N
■
Planning/Bu;lding/Public Warks Dept.
N
C)
1
J
0
0
0
R-4 6 0
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
SAMolrman 10/05/202 (DiCn
r
O
J
J
L ,E:
KENNYDALE LOTS 5/3/2023
ROAD, GRADING, AND LANDSCAPE PLAN PE�LE; z
oRavnUc Na:
1008 N 33RD PL C 5 Lij
�
R ENTON, WA H I NGTON 98057 SHEEF OF: �
S 9
DRS PROJECT NO. 23015
QD
ry
LU
NO TES:
L ALL 7RENCH RESTOPA PON M FHIN TH'E CI rY OF REN TON PIGH 7' Or WAY .SHALL DE
PFR THE CURRENT CITY OF RFN TON TRENCH RESTORATION AND S TREE T O VERL, A Y
DE TAIL.
SIDE SEWER NOTES:
1. SIDE SEWER LINES SHALL 8E INSTALLED A MINIMUM OF 8 FEET INTO EACH LOT.
2. MINIMUM SIDE SEWER SLOPE IS 2. 00.
3. MINIMUM SIDE SEWER DEPTH 6 5 FEET FROM FINISHED FLOOR.
4, IN UNPAVED AREAS, POUR 2-FOOT SQUARE CONCRETE (CLASS .3000) PAD ARGON CI
CLEANOU T RING AND COVER
LL I
J
BASIC DISPERSION NOTE:
EACH DISPERSION TRENCH HAS A LENGTH OF 10 FT AND SHALL MITIGA 7F 700 SF
OF ROOF .AREA, FINAL DESIGN TO BE PROWDED ON BUILDING PERMIT PLANS
CATCH BASIN 1 Q TE•
Ud
IF DUMNG CONSTRUCTION, IT IS FOUND TPAT PIPE ANGLES REQUIRE ROTATION OF
THE TYPE I C8 AND MISALIUNVEN T W7 rH THE CURB, THE CITY WILL REQUIRE
REMOVAL AND REPLACEMENT OF TYPE 1 CB WITH LARGER SrRUC'TURE AND
ADE-OUATF KNOCKOUL
PUBLICLY MAINTAINED STORM ELEMENTS:
ALL CA TCH BASINS AND PIPES WFTHIN EXISTING q? GH I -OF- WA Y rO HE
PUBUCL Y MAINTAINED_
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.
KENNYDALELOTS
" WATER SERVICE LINE AND METER
TO BE INS TTAED R Y CITY FORCES
(TYR), PER COR STD PLAN 320.1
44 4F I-W, SSS ..dl-
2. oox ulk
IE 0 MAIN 103.75
END IE 104.62
S7i1B CLEANOUT
(TYP. ), PER COR
STD PLAN 406.1
& 2. 00% MIN.
END IE 107.2.5
PRIVATE UTILFry EASEMENT WILL. BE
REOUIRED AT THE TIME OF PERMIT CLUSEOUT, (PRIVATE
10.91' RI141 +##
SADDLE CB 1, TYPE 1 10 " IE 1071
S TA. 10t31.56, 15 L
RIA1 1075107.77'
LX. 8" IF IN 3 (F)106.30'
EX. 8- IE OUT 16N5 (W)106.30'
22 LF 12" DI & 2.50X (P1)
10tOD
I
Q9 2 TYPE 1
TA. 10+53.06, 12.17 L
RIM 1#8110.32'
12" 1E IN 106?-27 (E)108.30'
12" IF OUT FO& (W,)108.27'
(TRENCH DISPfRSI IV 0 I- i
RI141 * ?20L OD
6" IE 118.50
I �
a a 1 I
EX. CS 1, TYPE I C
STA, 10+94.56, 16.35' L F
RIM 114.64 , a 2. DOx MIN.
EX 8' IE OUT 113.03 (W) END IE 114.50
DEMO EX. CB ALONG 1 1
A. ;r+
M 7H e3 LF OF " "
EX. 8" Pvc PIPE i ]- G V (FL MJ)
CONNECTED To IT 1—FIRE HYDRANT A S'Y
FROM THE biEST I 1 10 LF 6" DI CL. 52
1 CONCRETE BLOCKIN
I I I
INSTALLED UNDER SFR
BUILDING PERMITS (7`YP.)
(PRI VA TF) Wf 10 LF
DISPERSION TRENCH
RIM f 121. 70
6" IE 119.20
SEWER PER PAINT MARKS TO BE
TRENCH DRAIN I LINED AND VS0 FOR LOT I AFT
RIM 109.36' — BEIN 5`00PED USING CCTV AND
SEND TO THE CITY FOR REWEW.�
OUT PER COR S TO DEA TIL
f 06.A 77CW OF EX 1
>.
WA TE SE CE PER PAINT MARKS
` C j CO TO 8 GU AND CAPPED AT THE
RIM:l .D L -4 �{I7.87' WA TE MA I BY CITY FORCES
A RI
ECO 2 Dr
I
_ SD #SD S
r r I I 4 VrL
I
�! N
95 LF 72" LCPE & 12.56Z (P2)
EX. PIPE TO
HE REMOVED
�No10
r
.STA. 10+94.56, 16.35' L
63 LF OF EX 6' PVC PIPEFROM THE "EST
L
75107.77'
:.)106.30'
006.30'
2.-5Bfi (P1)
3.95%
C8 2, TYPE I
10+5A O6, 72.17' L
RIM 8110.32'
2" IE IN 106; (E)108.30'
IE OUT ?06.7 (W)108.27' I f 3 jRD �y
6" IE IN 108.32 (N) I v A CE
CO 3, TYPE I
STAt 11+47..5a 12.17' L
RIM "ry2i.64 121.48'
12" IE OUT H&64 (W; 118.68'
5
?2+Do
i
O
CB 3, TYPE 1
STA. 11+47.58, T217' L
RIM121.64121.48'
12" IE OU T (W)
118.68'
9+60
10+00
10+80 11+20
11+60
f2+00
1 CITY COMMOM (DATED 07.10.23)
BID 08.16.23 YLP SURVEYEO.
SC, L.E:
D.R. STRONG
TMANE
4ERFIC}L HASH 19B6
HORIZONTAL. W lees/*01
2 CITY COMMENTS
YLP .28.23 YLP
AS NOTED
CONSUL TING ENGINEERS
°ES'C"°°
BD
EV IAFERS PL4AMRS SURVEYORS
pkAwN.
PI'IB
OHE= INCH
DATUM
62'1'�hAti�F11UE fCII41.AI1 WAS
CHECKED.Ylp
AT FULL SCALE
0 425 d27 F425,8272423
lF HoT WE WH
N O REVISION
BY —. - AP R R APPR[y✓ED
SCALE ACCORdINGLY
.
- —
YLP
125
120
115
110
Flip,
fo
RECORD DRAWING
NAVD88 C.O.K. ID#43006 BRASS DISK
IN CASE EL = 42.126'
INTERSECION OF LAKE WA BLVD ,
MOUNTAIN VIEW AVE N, & N 33RD ST
N(DF TH
GRAPHIC SCALE
0 10 20 40
"I INCH u 23 FT.
HORIZONTAL
0 2.5 5 ID
1 INCH - 5 FT.
VERTICAL
19 CITY OF
FENTON
Planning/Bu;lding/Public Warks Dept.
C)
C)
AlAl
3.
OF WA WASkj�,���
CID x RECORD DRAWING
.,fir o INFORMATION ADDED BY
1502
S, �9 TERRANE, INC.
GIT'&
�jONAL LAtO REPRESENTS THE RESULTS OF A SURVEY
CONDUCTED IN AUGUST, 2024.
W-- 42 01 - 42 01 F -- 426 06
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
SAMoirman 10/05/2023 Cl)
r
O
J
J
W, E:
KENN DALE LOTS 5/3/2023
COMPOSITE UTILITY PLAN PE4Pbr.",E�E; z
ORAMUG NO: z
1008 N 33RD PL C 6 W
R ENTON, WASI" I I NGTON 98057 SHEEF $ OF:9
DRS PROJECT NO. 23015
0
LU
z
W
y
FACE 1:ip Cuka
1(2'R ti 1'R 13
i I TOP OF
a IFPR. ROADWAY
I
ry
I
T
1 •g
CEMENT CONCRETE
TRAFFIC CURB AND GUT7FR
FACE OF ADJACENT CUIRR
-gTYr-� FLUS1WITH GUTTER
PAN AT SICIE-WALK
RMTP ENTIRAwCE
1 12 124
70112, 4r
irrR ROADWAY
1
6
I
REPRESSED CURB SECTION
AT S QEWALK RAMPS
. ♦ • �j pi.ib•. r
. r
PREMpk4Ep
JOINT FILLER
E FULL -DEFT(-(
EXPANSION JOINT
CE1.1EN T Cc"CRIF E
1rL'Ic. P. SVEWALK RAMP
OFt LkNl7r'IG
Y+ARIr 9 I
FFMW
e'TOU h
6- 4
!
W' PREVOLDED
MINT FA,LER
CEMENT CONCRETE
PEDESTRIAN CURS
AT VDEWALKRAr M AND LANDINGS
FACE- OF ADJACEra1 CURB
t7
y SEE DEPRESSED CURB D¢TAIL THIS SHEET
1�1
TAP OF
r F yI 1' Tr2'R, RQAMNAY
2- 1
_ I
DEPRESSEQ CURS SECTION
AT RE$IDENTI-AL DRIVEWAYS ONLY -
FOR COM.MERGM I)RIVEWAYS SEE STO PLMz tG43
FACE OC CURE?
-G m'--
5 T.2' T'
VR
FACE OFADJACENT CJURE L t
TOP C*
ROADWAY
GLIITTE R 5LPRPAtz r
r
II 1"R.
-
15
f GEMENTCONCRETE
TRAFFIC CURB
DEPRESSED CURB DE7A[L
AT RESIDEN mi- OR 17OMMERC404 DRIV AND ALLEYS
GENER+LL NOT{=$:
i. See $06darrd FIa^s 102 and 101.t rar CW4 exparson and 7,anvaMW, JCIM1i (pat-m
2. EYpw trim jcinI ]h#II k ru1 drAdl%, jX fho PVMW ed: jalnc fiftF
A `Or U']F+TF&wd h1onWrLhc Om�ewpy C4KU d Cx; DeF 6c•Won. seo Sk=Urd Plan 1641
t .. PURLfC WORKR STD. PIAN - 101
OEPAR'TMENT CEMENT CONCRETE CURBS
RA14ED EDGE DETAIL ' .ir irl 51DEkvug
Li'm ' LX1 END DItle'hALK]RnriWME 1 •e- 1 -7 La'
,Z.fi R JOINTS TO r4G: CkhDE rWCC4 COtyP1DlIL APOfF�Fi1CALLE
aou ]iHG 7.Y% 1 1r2`1�IJiA {117'.!
Fnp Op I}r.'Fan[
•: ! - yl Idi8EE 6T'r1 P1hw rP1
X V � ir•-xe�,}lor S �7ns'rINC. Rn7LT.4'l•3
BE.E R/WSG-0 E
r•4• SIDEWALK 9EtAa-Trit,SHE TYPJCALURPE Cle1RIjE""FIPAGNOTQPCbMSEp;F'c)
a+L ctn AID, 610M- pul Ac r r9 e35 u00 rEl+
S0FEs WTTHRAIIWXEDGE IIMEW REAIrMAK-NTV:Flway
�pNp�1} Titi9C'aL {bJ��l.CIiHE.
SaDipVr+l.1r Crei'1: tNrt1ER.
CURS rCPS rfP T„PE PTA CA
-`'OR �dFID CrErrvLb MOP' H V&TTNR RCAVINAY p POCK ► t, ;r, SEE STL PiJNJ Poi EkSt. vneCHEYEn IS UAV ATFA I►x1o. kXII
N.L tupM 3 4,JTT[fi
, FlNI�lE0OFL50E 1' MElQSl,
TtlP13rC4HCFrFu ACE
ADIACEhrTTpCuRFk I,, r, 1n14
h DING 1AZ'ir•}R (+1R1
T EgiR FrpA c9TP4 .9
SER dTEI PJAN IGr
� i •�
QALj3a tag P(CIEWRµR 10
iLr,l INC ikQ-
iFU1jr1n9{IErNL6 ADJACENT TO CJ.IRB
SAWUER _ WE ul;]L&A S£L 5i➢ P WI101 19TEEP FPI R131-0j
C01?1AACF PUMA& oa FAR-M F
r1 I ]r!"PMiR FIT I
FLVS•I F I ���
tt LSTT-�
SEG VETA4 r
inr;IN} rrm„CXam E&+
X11Nr FR L Y'4
ADJACCNTTO CURB ANDR4ILING OR WALL 'WI
Our
FOR rR
JOINT FER
TREnIN@1414EriAk}S A4JA•CEFLi TO WA!..113E1A1L
Ij IEEE W. TE SUE
6EGirl¢W5 -Irr clkj Fr
1 IT"p I FOR CURB DMPULS
] 1.Y •+ S:E 3FI)PLMA 101
r f .Y 1•'1FM]E.51[TO91
7 r 1 TRQVgFL ro PCRWJPTER
Flja9ryE0 GF1A.I�LI 1• lV4 M0.0Vr TtSP GF OpeCeLST`{E
SUKFM:E FUR KA917ING - FLUSIKO PhVEA
1d" �'-� cEuEr+rTwra[rlrrtCURB
ARJACENTTOBLWFMSTFttP i 1Cl�nwuurTEF<stloslrai
FOR ti1RS DQTNIE
6k� urn Pu,x ]o r
/ rr 1T?11+'
NOTES rr r:f r
1. Fourraeta! dlc sldawolk]rdlh shAl� lY { ' -'� � � � '
Cr7NrF"TIClj3%1 • • f •, F
bcthamFnRlnumpLY]oet�lan � ti` IHB+PEWAikaMl*
a0=51bI6 route -A, Tree al makal `•, f . • lb rF•
ffd hOrkEontAl :MAjucticne, Gra • L • • • •�
Amoaa Couorn, Jund{Cn BO>•S'9 '� fir. TU1<. rH E%>'i.Y1Ril}N JPNT IA "N - '•e
CeWaVal,ILs: PJ11Buxesand ik'Kc � ✓ C1�791WDStd',+w�x111A rrotltlrtaLtl
apCurinrulnvnwl:hlnthe sWowalk >> arc• G CUNTRAC1I(WjQP T
muu ao flush w It IurlMtb, a d n 21cn rG,. JOIN[ ANTS FI NIAH
Qr�4 oFlhn 916CWdIk
DLTNL
2- MmarAJre talent Concrete Curt, mid '
Sldrmik Ttno eerrnlrteda new Fvr other relwanced NOTES Dale , � •+• • ��
�m2whr lvpUcrme ivrurk STD PLAN 104.2,
ht a -Wes• raor,41111rk tamer,! emliete Curkl hdlld P& INGOT PREN PREU .ER
Slanliard Plan F-30.)r1•03 Paved SUrfacgA ; mu51 wrFlply miff E FIJi L-0EPIi
3. eancrne wtsa i.a0d isl. STID PLAN 1D2 1 aS UPPRe Wa.
E-PWANSiOn JutNT
S1'il. PT,F11F - LD;I)EPALTITMFIN
1jG1E141€N7 COS+LCRETE 102
r SIDEWALK
II ,.
Call 2 Working Days Before You dig
11
Utilities Underground Location Canter
(11.r<.ITrr, ,NDr0R, A)
1 P I E-p
WA $
cemillT -
SriTMAi K '
SW 1/4 SECTION 32, TOWNSHIP 24 N. RANGE 5 E, W.M.
KEA fN YD" L 0 TS
. �.ItVrLi s, AWT �0=2
a• 2' - a' i
'f8 ePTY LOYD JOIN F&LEN (T P}
I t I
L _ J CEEVTCAF1CF&7
c4Tre turn WrrVt
ELAN+ V%EW
pan 1W M
cum
16 let is,
1 fX PL r I` g A[S AY >ti C;1rm AWD YUTTFIMISV '^FW
SIL.dr�
+r
10r OF
.• M PIEC6i Ar
L
t
ACAplTTIlM CT]DPr-NW ulauDEL
- #1 CLM AMC OJTTTR NO IWA
s
rAT04 LOON - NOT FCC LOW
+ trtCbr� Am Quttet Pro rrkil
•; T r'a r
I -
SFCT : O
'!':ERA. -1075.
1. mw i7m arm migri iR to fBait>1'o the mrnuyw
of a CFO bOn tlilO M naval distil dwrlce
Of to
The w4m.,stiri $ohrt of UTa
eld,acarl'I 9dewalk shall
tie RdJUBW to b@ In
one W IM &MM a, r6
- I 1541jE1{;� VFL,r:
CEM" k+ CONCRETE CURB 91D. PWf - 1011
V I y INSTALLATION AT P120 'f�
CATCH BASINS'
'S ' cum durivii E
. ; � UEF14:S4E4 MQFrOCr11•EC
curet t curm4t
N Isn00A1LY►r&smic�n
TYPE C29 - ISOr,1M C VIEW
tWNKEFkCU4. wrrH SUFFER}
NOTES
1 • Whom a drlvewoy w&h ftM&2dd 15 f&K tonend & lull dap b
eJ[p8Tiww wv 3W)i*d (�WsI0%00 WW Ima s
ieae FId, If I= [;ory�vClfT�lifitall jtltnlF� with the
cen' erAlTe as r�gtt1r11d u! 1 ,^ met�mum rpafinp wham dlfvewcy
wldThs aTkr d
2 San mid. plan 1G2 fix Eoc walk 4rW1la
3. Cutb ind putlet shown, athar cuFb dQwlpra miry be vpariiled.
Sea ad pion 101 Ior curb deWth
d Not uaerd
5. Tno engs11eer WEt Oez6p e11 crTww"yL i4 Erc%;w ceynoris in a71
Ipdwft awMed wih EyrTl bni "X . All oLevs tom ere 91 the hsck or
=rb Wq GE-! e0A t11k
6 Nty UBW
T For Ddvoaq Wldthe Lae DRIVEWAY STAMAFtOS
1396 NOTIE 10i. The excan4" jdk thl (M 0W. plan 102) WA W
apacetl se Wuywn In Me cmesporOng aanwInr vtow.
rAM OFctm
Lea k�, - wee ae.+rtmteD a�►+e aaTaa
Cowry -S m our -- CN nli GHM
Ern Purr W7 ,.
t tA`+t OOVMT
t,r _ t.r '� I
WM aMURiw1TSp�TlaiYIIIIpJIF04F
XWM wlnL IN rat•nEm
$E Atk BSED IIIIII11131MX]r IIC CUFR A OUTT€R METAL
a. $Tapes ■hd oomply w1h eectimm R303.2-1 ar R3032-2 or
FACE OF A04ACEM CUM
R3d33.3 of Ow RrAsad DraflGvidellnes for A*mAW*Pv c
r- -� T•
F" vifNovanba 23, 24a 5 {P'It{71+IlA%
!
�r ;
4. C wb tviu114 &x *F'1R Type C-MAx DrlvCwty nay he *pprA uW an
1 I• '
� � 81A{€AL�
� CAIwEy�iMbYRIS
. _ ,' �--'4+VTT1E1i
1`R F
10. STREET 8TXNDPA0S - ItuKan Mwiiic ICodM ONIQ
4-
Y-
TMs IV pnr*iopma-m R[6t14tletu
. . .
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+ DEPART' OF S F-UTRAItICES - NOTES AND DETAILS rc !
D.R. STRONG 1 I CITY COMMENTS (DATED 07.10.23)
CONSUL TIDING ENGINEERS � crTr COMMENTS
ENGINEERS PLANMERS SURVEYORS
aW - TUl AVENUE KfRKLANO, WA 98033
04258273063 F 425.827.3423
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RECORD DRAWING
NAVD88 C.O.K. ID#43006 BRASS DISK
IN CASE EL = 42.126'
INTERSECION OF LAKE WA BLVD ,
MOUNTAIN VIEW AVE N, & N 33RD ST
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
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KENNYDALE LOTS 5/3f 2D23 ❑
ROAD DETAILS PACE; ;
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ORMNG NO-
1008 N 33RD PL C7W
R E NTO N, WA H I N TON 98057 SHEET,. 7 OF �
DRS PROJECT NO. 23015
SW 114 SEC TI O Il TOWNSHIP 24 1 RANGE 5 E, MYNA .
KENN YDA L E L. 0 T.,
SURFACE WATER STAN13 AIR 0 PLAN NOTES: SURFACE WATER STANDARD PLAN NOTES)
E � pL THE FOLLOWING I5 A LISTING 4F LIENERAL NOTES THAT SHALL BE INCORPORATED IM THE CiR1UNAGE PLAN SET. ALL THE NOTES Ui'1 THE LIST MAY NQT PERTAN TO EVE]dY THE FOLLOWING IS A DSTING OF GENERAL NOTES THAT SHALL BE 1NCORW'ORAFED IN THE DSR,4INA{lE PLAN SET. ALL Tr-� NOTES ON THE LIST NLAY I'pOT PERTAIN TO EVERY
PROJEJ THE APPLIC I OR OWNER. HEREBY REFERRED TO AS APPLICANT. MAY STRIAE OUT IRRELEVANT !NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE Pi THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRJRELEVAN T NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER. THE
APPLICANT 5RkLL NOT RENUMIJJ NOR EDIt THE REMAINING NOTE& AL IF ADDITIONNOTT! u AJ� NEELDI:D FOR 5PECII°IC ASPL;J THEY SHALL 9E ADDED WTP-R III APPLICANT SHALL NOT RENUMBER NOR EDIT THE RENWINI NOTES IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE
I 11
r Sri WATER STANDARD PLAN NOTES SITRFACE WATER STANDARD PLAN NOTES
BOLT-DOTNH SLOT. yIg .
r _
- I -
SEE DEFAILAJIM BLT-tib'/Ik OSLOT. I Imo. I 6E-FORE ANY CONSTRUCTION OR OEVEI.OPTIIENT AllOCCUR$. A PARE-CONSITRLLCTIQN MEETnq€,; $m l-.L III IAil Ti CITY OF KNTON, HERE'.91� 19. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHIEB. WHERE REQUIRED, SMALL BE OF SOUND (MIARRY ROCK PLACED TO A MINIMUM DEPTH 6F ONE (1) FOOT
TIT. NOTE 1 I L k TE ; T� *10 REFERRER TO AS TIFF CITY. THE APPL3CJsNY, AND THE APPL1CANT'F WNTAACi'CIR AND Sl MEET THE FOLLQNFNG SPECIFICATIONS
Di
1 IA, NO
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• 4 - B INCH ROCK.,40 - 70% PASBUNG;
/ I A A - -I I 2. THE APPLFC.iWT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY, STATF_ Al FEDERAL PERMITS PRIOR TO CONSFRUCTFON . 2. 4INCH, R4CK+90. 4o% PA$^pINCa; AND
.LESS THAN 2 INCH ROCK) 10- 29'k PASSING-
20 L _ 3 AL STORM DRAINAGE IMPROVEMENTS SHALL BE MSIG14ED AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST El OF THE Cr1Y OF R£NTON SEJRfACE
E
- - WATER DESIGN MANUAL (RENTCIN SWOML RENTIJN MUNICIPAL ODOE (RMCj, ANLSTHE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL T9. FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYgTSIMB SHALL 115H INTERCONNECTJ1W AND SHALL BEPARATELYCONVFY COLLECTED %OM T41-t4i
n I T CONSTRUCTION PREPARED BY Vi AND THEAMERICAN PUBLIC WORKS ASSOCIATION (APWAJ. IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT TO
1 CONVEYANCE SYSTEM OR FLOW CONTROL FF,CiL ON THE UM UNLE55FAPPRCIVED BY THE Cl FOOTING DRAANS SHALL NOT 6E CONNIJ TO QN-S[iE BMPS
Cy- 47el iIPI:F ANY FRRi4R, nUil LSIr1N I',4R VAI JATIC.HJ FRrldl THE Al Iii IIRF MFJ JTR I IN IT IN THP Pr Al AL I f.nR9FrTJInJ RHAI I. RF AT I AMTIrINAI. I;CLST 7C7
I I r I TFIE CITY 4 THE III OF E{4[+i STORM 13RAJN $TUB $HAU ICE CA7PE,p. A CLEANQUT TOPPEd WTH A BOLT- Ii]NIf� LID h�gW13'STORM' pP -DRAIN' SMALL BE I -COATED AT THE
f /'1 �� 4 _ _ _ i PROPERTY LINT: pR AT THE Pciiw OF CONNECTION OF A PRIVATE STGFtTA DRhrNAG# uoNVEYAJ SYSrri PER THE CITY STANDARD PLAN 227 00. y 4
�► j 1 APPROVAL OF THE ROAD, GRADING,. PARKING, BUILDING. AND DRAMWE PLAN DOES NOTCONSTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION {E.G. HATER,10 04 i BOLT -DOWN SLOT DETAIL SELLER. GAS, ELECTRICAL III PLANS FOR STRUCTURES SUCH AS BRIDGES, FAULTS- AND RETAINING WA LS REQUIRE ASEPARATE REVIEW AND APPROVAL BY
{� THE CITY PRIOR 76 CONSTRUCTION. THE SURFACE WATER DRAINAGE SYSTEM SIU',LL BE CONSTRUCTED ACC+ORDLI TO THE APPROVED PLANS- ANY DEVIATFON 21. ALL STORM SYSTEM EXTENB10NS SHALL BE STAKED FOR LINE AND GRADE BY A SURVEYOR LICENSED IN WASHINGTOTJ STATE AND CUT SHEETS SHALL BE PROVIDED
- - SEE NOTE 1 - IROM THE Al PLANS ViAEOLIJ COOR1311iJON FOLLOWED BY WRITTEN APPROVAL FROM THE CITY. TO THE CJTY PRIOR TO CONSTRUCTION
oul nLLYo1TrnFAx j 33UNIPIPOLiui 8 BOLT -DOWN SLOT DETAIL
J KKR R7
Ell No l 1 ' 5. ACOPY OF THE AP13RCFVED PLANS SHALL BE ON THE JOB SITE WHENEVER GONSTRIJCTNON IIN PROGRESS. 22 ALL NEWLY-RISTALLEDAND NEWLY-FiEHABfLrfATED 03LPSLfC AND PRh+ATEI STORM CONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE CCTV
S ACCORDII FO THE CITY STANDARD PLAN 36AA0. CCTV INSPECTIONS AND REPORTS S3-LOLL SE SURUIFTTED TO THE CITY PRIOR TO RECEIVING APPROVAL Tr} IJNST-�J
TOP
w >I TOLD 9 THE LOCATIONS OF ALL EXISTING UTIUtIF?S SHOWN till HAVE SEEN ESTABrLISkED BY FIELD S43RYFY 6TAINED FROM AVAILABLE RECRI]S OAND $NAki PRKTIECT CURB$, GLITTERS Al IMill
J THEREFORE BE CONSMERED APPROXIMATE ONLY AND NOT Ni SS.ARILY COMPLETE 1T IS THE SOLE ESPQNSIB ILTEY OF THE APPLICANT AND THE APPLICANT'S
i:OWTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL LFFILITY LDCATIONS SHOWN- AND TO FURTHER DISCI VER AND AY(ND ANY OTHER UTILITIES NOT 23, ALL STORM $Y$TFl,IIS AND CONN@CTI TO EYJSTIHNO MAIN$ SHALL 8£ TESTED FN ACCORDANCE WITH SECTION ms.31 I) OF THE YISODT STANDARD• SPEGIFECAT ION$
W RECESSED LETTERil SHOWN HEREON THAT INKY BE AFFECTED BY THE. IMPLEMENTATION OF THIS PLAN THE APPLICAJNT SHALL RECORD ON THE AS -BUILT DRAWINGS ALL AND IN THE PRESENCE OF A REPRESENTATIVE OF THE Cl STORM DRAIN STUBS SHALL BE TESTED FOR ACCEPTAll AT THE SAME TIME THE MAIN S7J IS
UNDOCUMENTED UTILITIES DISCOVERED AND ANY CHARGES TO THE APPROVED PLANS THE APPLAICANT SHALL IMMEDiA7EiN NOTIFY THE ENGINEER OF RECORD IF A TESTED-
1 R20-. SEE NOTE 2 CONFLICT EXISTS
2E. FOR ALL DISTURBED PERVIOUS AREAS (COMPACTED. GRADED, LANDSCAPED. ETC J OF THE DEVELOPMENT SITE, TO MAINTAIN THE Ni CAPACITY OF THE SCIL
00
0 7. VERTICAL DATUM SHALL BE I MAND HORIZONTAL DATUM SHALL SE I I !WA 5TATE PLANE NORTH), UNLESS OTHERWISE APPi BY THE CrTv EITHER STOCKPILE AND REDISTRIB47TE THE E]IISiiNG DUFF LAYERA"NATIVE TOPSOIL OR Mill THE SOIL WITHfAMPC16T IN ACCORDANCE WITH SPAN°ARD I r,
REFERENCE BENCHMARK, DATUM. AND ELEVAT10NS SHALL BE NOTED ON THE PLANS. 2&S,W.
001
1 THE i 1 M T V I 7T•N P i 3N I J T AN R I TTY
11'T 9 ALL UTTLTYTRENCFi BACKFILL AND ROADWAY Si SHALL BE COMPACTED TOM MAXIMUM DRY DENSITY PER SE;CiTON Z•118.3(id1D - COMPACTION AND 25 SSUANCE OF F: SL114f71NG OR COTNS RUCT ON PER I $Ia T111e G TT pD�$ NQT R>FL EVU E AP L GI�T+T OF iME CC]Ni U Nis LEGAL K76L GA ION PLO LLa9 L
MOFg iil CAkTTi4l Ti OF TILE I STANDARD 5PEGIgUliTlI IN PER MEJJ PPI AND IJrH1ER INFILTRATI9H AREAS, ALL TREUCII UAG11FIL4 Li HALL 4;4Nn9T9I7 WITH �TPRJ L7Til T11E CITY PQ95 wQT AGiANY INFLIG11TIJ7N FIR T11E PK PFR FUMPT"INP MIP MAINTFNANGE 4F TI IE STORM
BE FIRM AND UNYIELDING BUT iN ND CASE SHJ BE COMPACTED TO MORE THAN 92% OF F,dAXWUM DRY Dill SYSTEM PROVIDED DURING GONSUCT90N, TR
Ud
f 5 OAPPR APPROVED PLAl Cl NS. ANYTOPEN CUTUBHA L BE ESTORED IN ACCORDANCE WITH THE TYALLOWED UTRf NCH CRE ISTOORAATION STANDARDS �E GTTYARt3 N4iE4 DN T�1ESE 2S THE PURL C ANJ TO pRp7ECT PROPERTY NPROMI CONNECTIDN w TIIi�iH PE ORMANCE Or WORK. SENT, PLAGGERS. AND ANY Ei � PROVII oANY WOpi IN THiN17HE TRAIAF�ED D SAFETY �
RFGNT•OF•WAY THAT MAY INTERPLTPT NORMAL TRAFFIC FLOW SMALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED I TYTE CITY ALL SECTION13 OF THE YASDDT
G. ALLTLL PkPE AND STRUCTURES SHALL BE STAKED FOR SURVEY LINE AN 0 GRADE PRIOR TO THESTARTOF CONSTRUCTION.WHERE SHCIY4TIJ ON THE PLANS OR WHERE STAINRARO SPEGTIGATIDNS 1-110 TEMPORARY TRAFFIC CONTROL SHALL APPLY
DIRECTED BY THE CITY THE E7KLSTING MANHOLES, CATCH BASAJ OR INLETS SHALL BE ADJUSTED TO THE GRADE AS STAKED.
L$OMETRI ISOMETIRLC 5' :? PROJECTS WCATEO WITHIN THE Call AlPROTECTION AREA (Al SHALL COMPLY WITH SPECIAL REDUIREMEINT N6 OF THE I Sl AND AQUIFER
-----! ZO T i ,ALL FLOW CONTROL FACILDTES SHALL BE INSTALLED AND IN OPERATION PRIOR TO. OR IN CDelJL1NCTIDN will ANY CWNSTFRUCTTONAOTIVITY UNLESS OTHERWISEPROTEC44GrJ I MI-NN IKS (RMC 440501
2[• APPROVED BY THE CITY.
29. PLACEMENT OF SURFACE APPURTENANCES JCAITCH 8ASINNAN40LE LIDS, CLEAN41-17S, INLETS, ETC-1 IN THE STREET TRAVEL LANE WHEEL PATH, INTER=IONS OF
r�• STREET TRAVEL LANES, SUITE LANES, SIDEWALK$ AND CFTOSSWALKSSHLALL B£AVOIDED M4 ENEVEr;•, POS..IBL£. Al SLlRFACEAPPUR'T£NAll PLACED JN A
t2. ALL PIPC AND FOR
AND
SFiALLT3E 46T D4J A FROTHILY PREPARED FEU NECESSARY
IN ACCORDANCE HE T THE H BOTTOM
STATE OFGP OFT E FO STANDARD SIDEWALK OR CROSSWALK SFJJ RE PITT� WTH A NON -SLIP OR NON-SHID LID PER AAA NEWIRkrIAENTS.
.� SECTION B SPECIFICATION FOR ROAD ATJD BRIDGE COINSTR1JCli0N THIS SHALL INCLUDE NECE.35ARY LE'JELJNG 0r= THE TRENCH BOTTOM OR THE TOP 4f THE FOUNDATION
1 SN9- Max 5 MATERIAL. AS WELL AS PLACEMENT AMC COMPACTION OF REQUIRED BEDDING WATERAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE
3• SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE ALL PIPE BEDDING AND BAC3KFILL SHALL BE A&SHOW" ON THE CITY STANDARD PLAN MIN. 220.10. AND 29. CLEARLY LABEL PUBIJCAND PRIVATE SYSTEMS ON TtlEPLARS. PRIVATE SfSTEME SHALL BE MAINTAINED 6YTHE APPLICANT.
} 7 OR b EQUAL SPACES 22020.
a 30 MINrMUM OOYER D''/Eii aronM pHJ11riP,fjE PIPE 3HAL,. U4:WF0RM TO TABLE+.2.7 2 OF TFrE REN'F9i
R39. SEE 12 ❑IRIll OF FLOW 3' U. STEEL PIPE SHALL BEALUM IN.IZED. OR GALVAJVI7FD WITH ASPHALT TREATMENT 1, 2, OR 5 INSIDE NND OUTSIDE
SECTION JII 31 CONSTRUCTED PfJ LeEABLE PAIIEL4ENT SHALL 8E PERMEABLE EN01JCiH TO ABSORB HATER AT A MIMMLIM RATE t]F 2tl INCHES PER HOUR IIAhtFJ51A7£LY AFTER THE
-- Li. ALL DRAINAGE, $TRUCTURIFS SUCH AS CATC}i BASINS AND MANHDLt;$ $BOIL 815 1I7 Ti WITH 1:31IRON. BOCF•LCIC- ,G LLO:I PER THE. CITY STANDARD PLAN P,B,VCh,1Fif,IT ,µ7IJGTFAU^C HAS Iiiii WET TU C,QNT INU()J FOR AT Li w lArNL11'C$ r0k! L-Il NUC WITH THIS MINIMUM RIyTC ESl a ii PRIOR To
zi w. r:04 zD. 2m 3ND o, Rw a0. A2o4 so. IsTRiJGTIIREB ar1ALl WAVE. CONSTRUCTION APPROVAL OF THE PAVEMENT GCNIPLIANCE MAY BE CHECKED USING A SIMPLE EUGKET TEST IN IIICH 5 GALLONS OF WATER IS POURED ONTO THr
4 SINS' MAI{- • RECTANGULAR DR ROUND. SOLID LIDS WHEN NOT COLLECTING RUNOFF. AND OIJTSIOE OF THE fUMIDWAY. PAVEMENT SURFACE ALL AT ONCE 1F ONLY A MINOR AMOUNT OF WATER PONDS OR RUNS OFF THE SURFACE, THEN THU PAVEMENT IS CONSIDERED TO MEET THE
AIDING, SOLID LIDS WHEN NOT OOLLEGTINf3 RUNOFF, AND LOCATED w THTHA THE FtDIIpVUAY. BUT OUT51gE GF THE CURB'.OUTTER LINE MINIMUM RATE OF A3JSORPTICIN AT LEAST LINE TEST 611ALL BE CONDUCTED PER L.l SQUARE FEET OF PERMEABLE PAVEMENT IF THIS TEST 151NOT CONCLUSIVE
elVr
NOTIES- SE�`T1O 5ECTION B THEN ANOTHER TEST PER ASTM C1701 SHALL BE CONDUCTED FOR LARGE AREAS 411 PARKING ARIJ TESTING OBSERVATION MAY BEACCOMPLJ6HED gpHI
T 4ROUND, SOLID LIDS DISPLAYING THE CITY LOGO WHEN WITHIN THE PUBLIC RIGHT•011 OR 1N ALN EASEMENT TO THE CT1-Y. PRIVATE STRUCTURE LIDS OUTSIDE 44AiYJNG J36H1h,D A SLOWLY LAovi WATER TRUCK DIECHARGING WATER AT ARAT E SIMILAR TO THE RUCKET TEST PERMEABLE PAYERS SHALL 6E TESTED L16JNG' T, 1300-DOWN CAPABILITY IS HEOU RED'ON ALL FRAMES, PUBLIC RIGHT-OF�J'AAYA14D EA�SEMENTSTO THE CITY SMALL NOT DISPLAY T14E CITY LOGO ASTM C1711tGRATES. AND COVERS, UNLESS OTHERWISE SPECLI'll
PROVICe TWO FiD IS IN TrTE FA ME TJ AFM
VERTICALLY ALIGNED WITH THE GRATE OR COVER 5•L075 15. VUktJ]INGS AND OTF�R STRUCTURES SHALL Bi: PUACEq IN ACCORDANCEVIII J'i :ABLE 4 1 EASMENt WIDTHS AND SUlk0IiNG SE:TT3ACKS LINTS OF THE RENTON SWIM.
THE FRAM£ SHALL ACCEPT THE S'W-TI 12LALLINJI- HERD CAP SCREW BY BEING, TAPPED, OR 6TH�R Hl APPROVED MECHANISM. L{1CATFON OF BOLT -DOWN HOLES 1. BOLT-Cl CAPABILITY IS REQUIRED ON ALL FRAMES. GRATES- AVIDt+i. LiDB i1F M 1NH4LESJCATCH flTtiSINS VTFTHr#N PUBLIC RIGHT-OF-WAY SHALL NOTE ADJUSTED TO f NAL GRADE UNTIL AFTER PA4fNN{I, Ail MANHOLBACJITCH B IS1N RIMS
VARIES BY MANUFACTURER. COVEFFS, UNLESS OTHEIZNAISE SPECEFIEQ PROVIDE TOY❑ !TOLES ILKSHALL BE ADJI15TEp TO BS FLUSH WITH FINAIL FINISHEDJGgA' DES, IJJNkE$3 OTHF_RWI X SHOWN.
11AWDLE THE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR
1 112' 2. ALTERNATIVE OF THE RIB
DL SIGN
FlV7rNO DE8ISTNB ARE hiFL"EPTaHI3= IN C,0vFR $LOT$ THE FRAME SHALL Ai:4'i�PT THE Mr 1 T NC K T AL LEN
LIEU OF THE RI$ DESIGN H12Ab CAP SCIREW BY BEING TAll OR OTHER APPIROVZO S7. ALL E DRIVEWAY HE B0 FO LOCATEDI WITHIN CiTY RIGHT-0E-YI'AY SHRILL BE OF SIJFFICJENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE
.0 E LOL�1 C DRIVEWAY TO THE BOTTOM OF THE DITCH
3. REFER TO STAPIDARO SPECIPkCAIH7N 9-Os 1SI21 FOR MECFiFURI$Ai. LOCATION OF BDLT�CYA'k FLDLl;S VAFtJES BY
ADDITIONAL REOUIREFAENTS MANUFACTURER.
4 FOR FRAME DETAILS, SEE CITY OF REJ STANDARD 2, REFER TO STANDARD SPECIFICATION IW8 FOR ADDITIONAL
PLAN 2D41W REMIREMENTS
0�3 FOR r-LPA,N� OSTAILS, SFE STANDIII KAN s04 JIG
UNLESS Q}i{:1IWIiE I iHIAW1NG TIS I I kALEfil UNif35 OTHERVi15E ii pI4AWL46 IS NOT HQ SCALE WTMI L2lCi]IiAWI5E NJ77iA 13RAWIMIG 45 NOT T❑Srur(NTsA UNLESSOTTNTRWSE NO'FU. DRAWINOIS NOT TO SCALE Ii O
STD. PLAY - 204.10 STD. PLAN - 204.20 STD. PLAN - 267.00 STD. PLAN - 267.10 Q
• PUBLIC WORKS JJ rJ • PUBLIC WQFRI(5 Jr PUBLIC WORKS SURFACE WATER STANDARD PLAN Wider: . PUBLIC Jill SURFACE WATER STANDARD PLAN Q ar: 0
DEPARTMENT RECTANGULAR SOLID METAL COVER GA Z 9/29/201.3 :45 a DEPARTMENT RECTANGULAR VANED GRATE GAZ 9/28/2018 f AS A[ � DEPARTMENT 8/13/2020 I 8:4 DEPARTMENT /13�702{� I 8
NOTES #1 OF Zj actin Pastul;ha NOTES �2 ❑F 2j artirti PastuGh� 0
•,�.:: wrc., hgr,�„rqu DATIE Nkapr F;k, wo,u DATEco
w. ........ .... r..i,-.,,:...,
T,34FGfdIRi4L0 TTd t19E'hfrtikJatJliFsWdiO P4T�
PLANTING Bf05AJNDISI'uRalO UTmNi!Fr O T I I AREAS,
VEGETATION. SEE NOTE 1 SEE NOT1e T
sJa• FLAT FACE GaTrIIc RECORD DRAWING
UNDti57UR6Ep - •I GRASS, SEED DR SOR
NATIVE v-.r&1ATION ti E" :j'
,- NAVD88 C.O.K. ID#43006 BRASS DISK
PIPE ALLOWANCES
FRAM AND VANED GRATE iiIail ' DIA N CASE E = 42,126
'
UNDMTURSED NATIVE SOIL 'r f LINOISTLIRBED NATIVE SOIL MA%IMUM
PIPE WATERI INSIDE 1JA' DIA
DIAMETER CAP T�1� °1A �. I N T E R S E C I O N OF LAKE WA B L V D,
`�• iREtWORGED OR PLAIN 11 OPEN PICI HOLE 1' SCREW (ALLENI-I NASi5" CIAHRS
ti �a CONCRETEi2• } PLAN VIEW CON A B' DIA BOLT CIRCLE FRAME SECTION COVER SECTIONMOUNTAIN VIEW AVE N, 8c N 33RD ST
ALL III PIPE 412 **NO CHANGES ON THIS PAGE**
� CPSSP',
STD. SPEC. M&M }
OPTION 1 - NO DISTURBANCE
-- 1'. 21.A,-9'. 12'. OR 24' SOLID WAIL P4+G,
STD, SPEC-9-0d.12(11 TS IRON FRAME ANPAVEDAREA (TYP.yAND
PLAN71 QG REPS TURF III aREA5
COLTER. SEE NOTE 3
ONE Na LI,,R }'LQbt* FOR W" IpHT I'ftOEILE WALL F'VC. IZ' 12- tATF_J CLFAA06FF R15M
*0 .' I .I I„I,:,.I III WCREIll(SPACED Ei0iI. STD. SPEC.9-05.12(21 4� � 2'ABDVEDESIGN PONOING
X-CnR90RLSr �'K30D CHIP MULCH i
r STO. PLAN ZUa3 l} �� Al I , I; ', �':I .,. y. GRASS. SEED OR SOD 1 = - _ .
Fill OR PER PLAIN F6ASKE-IF.D
RECTANGULAR ADJUSTM LNf SECT] ON ' CORRUGATED iFOLYET HYLF�JE Si#NkA :i DESIGN PONDING KR1fK CAP OR SIMILAR
T Si 4vER PIPE ELEVATION 4' SIREAMDED COSSLES
-- _ - V CLASS `B' PIER WSDOT win1112;
� OF COr4PO$T INGORPORATm 1.7E OF COMPOST MCIJRPORATFU INTO Mc,r,ES: A$PHALt. $�E A147E 1 �- -
INT9 E OF SITE SAIL [TOTAL 5.2F OF IiiTE SOIL (TOTAL AMENDED DEPTH r$� `1b T' L:OMPAC f ED SAND IAIAIENOED DEPTH OF III FOR A i OF A 5'. FOR ASETTLED DEPTH OF M) , . g T ASACCEPTABLE ALTERNATIVES TO THE REBAR SHOWN 51 Wild T.i FOR IARALNS
SETTLED i i OF IV; - L � � IN THE PRECAST BASE SECTION FIBERS (PLACED 1N PER WSVQt q-03A:44)
I ACCORDANCE WITH STANDARD SPECIFICATION
MIS 50(9jJ. OR WIRE I HAVING A MINIMUM AREA, OF CLEANI T RISER. SEE NOTE 2 r
8.12 SQUARE JNCHES PER FOOT SHALL BE USED WITH '{1
B' I -- II-- --'T- I; 6+� Eti THE IIMUM REOi rREQ REHM SHOWN IN THE
ALTERNATIVE PRECAST BASE SECTION. WIRE MESH
i SUBSOIL SCARIFIED +I.11 f]W I SHALL NOT BE PLACED IN THE KNOCKOUTS. AS AN
sURSK''IL SCJYWlr*P v PELPIY oOmFTDST AMEJI&]ED LAYER ' ACCEPTABLE A-TERNATTlE TO THE REBAR SHOWN IN
` THE RECTANCFULAR AOJU 9TMENT SECTrON, N7RE A4ESH CLEAl Rl;,( _
.Iak+P[a9T AMENDED LAYER ;1r aELOwsOIL 5L:RFAiCE1 � ._
f 12' BELOW SDILSUIiJ - Na BAR EACH CORNER f I HAVING A MINIMUM APED bF J..12 SQUARE IIIPER SOILTFGHT 45' ll SEE NOTE 2 - .. ._
FOOT MAY BE USED I-
C WYE
2. THEKWjCIJ QIAMETF-R"LL NOT W &RFA7ER
THAN 217. KNOCKOUTS S4UsLL HAVE A WALL THICKNESS SOIL TIGHT
L OF 2' MINIMUM TO 2.3" MAXIMUM. PROVIDE A 1.5' COUPLER mu
OrTill 3, 3, All 4 - AMPIID 114 Pill I1fTOCKrli.S AND AiREkMO MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE �;� -- l-
/ _ I QUTSIi]E OF THE PIPE. AFTER THE PIPE IS INSTALLED. UNDERDRAIN. FOOTING Il
i THE GAP WITH JOINT MORTAR IN ACCORDANCE WF1J UNDE
III BAR I SIDE Y•' STANDARD SPECIFICATION 9•1 1 COLLECTOR, OR Y
ROOF DRAIN COLLECTOR
PLA,NTili lED& TLIRF MWN)All 8. 171E MAXIMUM 011 FFiOl4 THE FLl GRADE TO PrPE, SEE NOTE I . -- � CLEANOUT MISER LOCATED WITHIN
THE LOWEST RIPE INVERT SHAS Si S FEET
rT 43 BAR EACH WAY A- THE FRAME AND GRATE MUST BE INSTALLED WITH THE
t31ORETENTION PONOINO AREA 1 • GRE
WCIL3Di:LiIP / FLANGE DOWN. JJL y
� �� C,Iik5S:5E€D OR SDD -ill Who;
•�� of wA`��%f J.
MILIJ I, .',CC 010 /� rr • f IY
FLrJN 2>izeo NOTfSI L�L�cJ�sT BASE SECTION 5 TfiE PRECAST SASE SEL�i flV4d hTAr HAVE A ROUNDED T4 OVERFLOW - �r � - G�
FLOOR, AND THE WALLS MAY BE SLOPED AT A RATE OF STRUCTURE= OR ^ RECORD DRAWING
ZQ 1r1.7dY 9R STEI@PEi4. STORM MAIN 't • r, 022 �,l _ Z
1 AND %E STdRIiVESETATTIIDd1AtKDSOILETOFIE �r MECHANIC.pLPLUG OR
PFibTECTEd a i10MCON5ilIUC71UN IMPACTS 43 BAR HOOP A THE OPENING SHALL BE MEASURED AT THE TOP OF THE CONTINUED CONNECTION
6.T� m.PRECAST BASE SECTION. INFORMATION ADDED B Y
5' IW- II.I,IIx I T+lPI; "WORT i TYPICAL CLEANOLFT CONFIGURATION � � y5025 9 �
I opsoil.IompAil TOPJaA I GIENERAL N I ALL PICKUP HOLES 9T1ALLL BE GROUTED FULL AFTER THE �' F' T E R R A N E INC.
3 (COINLET HAS BEEN PLACED USE GROUT TYPE FOR NOTES: � G J S T Eg' 1
DErTn1 r I 17EF'1FII
ro.JAEPSaME Bill DEPTH. WATI=R SCSIL 43-SAR EACH STANDARD CATI N IN CC DAT'JCf~ WITH T DLAM4ETERTO BE 6-INCHES MINIMUM PRIVATE, 9HNCRES MINIMUM PUBLIC. UNDERDRAN PIPE PER STD PLAN 2B2 10. S O REPRESENTS THE RESULTS OF A SURVEY
sup frt:lE.nlLr I Fu�Y �AlOfrwir mlrn2Dl L-UHHtH 7Jf MIN. NAL LJ11"'
cj. JSING ERd6rON Ii ALL GRADE RING$ AND Cill SHALL I SET IN 2 CLEANOUT RISER SHALL BE SAME MATERIAL AS CONNECTED UNCPERDRAIN, FCCM J3 DRAIN COLLECTOR OR ROOF DRAW COLLECTOR PIPE. CONDUCTED IN AUGUST, 2024.
-_~ �.., 2 COMPOST TO ISTD. I M.9a MORTAR IN ACCOROAp1CP WITH STANDARD 3 FRAME AHO LAVER SHALL BE EJ PRODUCTS M7521PT AND 3fiFrAPi OR APPRCFVFD Ed UAL COVER TO BE LOOKFNC, WITHI A1LE 3�IEAp sol MAD -STill W � � � r y
5S1R5OIL L9f
SUBSOIL I9 '. SCARIFIED B' ANSPECIFICATIONDIF AL3. THEN APPLY MORTAR TO INSIDE 'Di
f AND OUT4IDE OF ALL IOHNTS, RINGS, RISERS -AND
r BF1ON'IAiPOHFE6 � L:OMPI,CTTpJ4 OF TOPSJJIY JWri�Rr REOLJIR€DJ FRAMES
SCARIFIED &' '. ; Jj' tOPt-,OLRdI% TOIM TO ON OF STANDARD PROCTOR, 4 FOR CLEANOLTTS FULLY OR PAR TIAL LY WITHIN UNPAVED AREAS UUTSiDE OF BICpRETENTION PONDIJ AREA POUR S- TMJCI( 2'a2' SQUARE CONCRETE COLLAR
9SLOW IMPJjRTt;p AROUND FRAME. CONCRETE COLLAR SHALL HAVEA MINIMUM COMPRE59WE STRENGTH OF 3.000 PSI. IN COMPLIANCE WITH
it � I T H CITY OF
R E Ll I TO 1STANDARDS
T ik li I D it R D
rOPF;aI I w>< \ < SEEGOMIRU0110N PLhHB FOR 9F}EK;IFIK 9 MORTAR SKI L BE MIXED AND APPLIED PER }j jj I 111 I 1 i� j`*1 iI L,J f
tAANIJFA<(,TIARER'!$DIR{,TION$ GENERAL NOTES:
•.. ? 17 - PROJECT REQUIREMEidFS.
To FRAME SHALL BE ADJUSTED TO PAVEMENT GRAPE BY
OPTION 5 - IMPORTED TOPSOIL TAPPING UNTIL FRAME IS ♦:LUSH WITH PAVEMENT AS I LLLAN(JUi3 FOR UNDERDRNtN. FOOTING (DRAIN COLLECTOR. Al ROOF bil CCLl£EMIR PIPES SHALLI INSTALLED AT A MINIMUM OF EVERY TOO FEET, AT
LINLESS QTMI I DRAWING :SNJ SCAJ£INTS1 r� VMRIJ NTH A ETRAiG%TT EDGE OF 3UFFICIF:NT EVERY M DEGREE OR SECONDAfi DEGREE BEND. AT THE END OF EVERY COLLECTOR Pi AND AT ill END OF AN LINDERDRAIN PIPE NOT CONNECTED TO M DEVELOPMENT ENGINEERING
STD. PLAN - 264.00 LENGTJ OVERFLOW $TRUCTURE. ir'LRANDU7$ 51 9E tKIWALI-W TO Al r-I 6MAINTENAkCS JsCJl TO ALL PIPIr,I L_ ~,
\ I'L19LICWOI�KS I' x ID -It ALL MORTAR JDIN7SSHALL IJETRilIIUSHANO 2 ALL FITTINGS SHALL BE SOIL TIGHT ti�� •_
DEPARTMENTSOiL AMENDMENT SECTIONS G,q �I�$I��x$ I SEE NOTE 1 REnv�IN VISIBLI_ UPON COMPLETION SAMor an 10/05/2023 cn
3. CLEANKILTTRISER SHALL BE LOCATED OUTSIDE OF B10RETENTION POI WHERE POSSIBLE.
ALTERNATIVE PRECAST BASE SECTION 4 CLMOUTS SHALL NOTSE LOCATED WITHIN THE STREET TRAVEL LANE. UNLESS OTHERWISE APPROVED BY THE CIiY, r
w,s: h: •• •.-�••�',',. 'iTL UNLESS OTRERWMSE NGTEO, DRAWING IS 111711 SCALE (I UNLESS K3TITfR W EST NOTED. QRAwrhGi IS JROr TD SCALE {NM
STD. PLAN - 200.00 STD. PLAN - 226.00
• PUBLICWORKS APF D � � PUBLIC WQ��� ee rgn�any. J
DEPARTMENT CATCH BASIN TYPE 1 CaJ4F 912812018 I � i DEPARTMENT STORMSYSTEMCLE�►NOUT actin Pastucha 8/13/z� o �
l 1 P 1 Jc,D
DATE 4;0 LJATF
C+ SURVEYED. yry�lyl� .]f:+u F: QAtE:
D.R.Vi1%.+ •�i , flJdLT .1 a � • L� IG RAKE YERTIJ Fd411{I 19BB I�C�NfVYD�LE LET �/�/�a23
CfiY COf�ME IM YLP 09.28.23 YLP AS NOWD HORIZONTAL: W 19E3/199T I T Y D
CONSULTING ENGINEER QESI�N°° BD � FIELQBdON: >_
Carr 2 Working Days Before You is 4N. TO R ICI DETAILS PACE;
IDEAGNMERs PLANNERS s v€ o s I] F E N T O N z
11 � �El� PHB IRIS INCH � DRAvnaic Na:
llti�titLt Underground Lacaltivn Center eci r ~ - +AVEll J�[r 1, J4► V WA s °H���m AT I�,LL SCALE Planning/Building%Public Works Dept. � ��� � ���❑ PL �C 8 �
WH
QD,IwAT,ND, 1r7A I) /or~ A 04 5 s3 - -__ APPR D 1F NDT DINE WIL R ENTON, WA H I NGTON 98057 SHEET OF:
NO. REVISION [- p p p R SCALE AccaRDuicLY
YLP 8 9
DRS PROJECT NO. 23015