HomeMy WebLinkAboutR-438827cuSig rl Envelope 1[): 3131!1334t)3-7 OAA76CAD83-4329FFEOC,105
Docu$I'grl E rnvelope ID: 3B15- 403-7EOAA76C-AD83-4329FrLQC108
00
00
co
Nt
i
O
w
J
W
LI �
Z
t] H
Q c�
U 7-
> ry
U �
�c/)
0)
O 00
N N
��
N
O
N 'tn
d t]
a
U-
SURFACE WATER STANDARID-PLAN NOTES.:
THE F OLLC)MNO IS A LASTING, OF GE'4=RAIL NOTES THAT SMALL BE INc0kPQiATEij IN THE ❑RAINAGE P4 M SEr- ALL tHE NOTES �W THE LIST- -MANY MQY PERTAIN TO EVERY
PROJECT THE APPLICANT OR OWNER. HMERY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRIEI. VAN NOTES IF N01 APPLI LE TO THE PRWECT. HUWEVER. T+4E
APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING ROTES IF ADDITIONAL #TOTE$ ARE 14EEDED FOR SPEC IFJC ASPECT$ THEY 5HfALL BE ADDED AFTER THE
SURFACE WATER STANDARD PLAN NOTES
1 BEFCRE ANY CDNSTRUCTICON OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRLCTIiD 4 MEETING SHALL B1< HELD AMONG THE CITY OF RENTON. HEREBY
REFERRED TO AS THE CITY. THE APPLICANT, 0110 THE APPLICANr$ CONTRACTOR
12.. THE APPLICANT SHALL K rRE "SIBLE FOR 9CCURING ALL N K SSARY CIT`5', STAM AND FE01FRAL RERMIFtS PRIOR TO CONSTIRLICTO".
J ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCOROANCE VMITH THE LokTEST EDITION OF THE CITY OF RENTON : lWRFAGE
WATER DESIGN MANUAL (RENTON SWDMII, RENTON MUNIOPAL CODE fRIVIC). AND THE STANDARD SPECIFiCATIONS FOR -ROAD, BRIDGE AKD f~+IUKICIPAL
CONSTRUCTION PREPARED BY WS-DOT AND THE AERICAN PUBLIC WORKS ASSOCIATION �APWAL). IT SHALL BE THE SOLE RESPONSIBIL" OF Ti iE APPLICANT TO
CORRECT AN Y ERROR, OMISSION OR VARIAT1 N FROM THE ABOVE REOUI REMENTS FOUND IN THE PLANS ALL GORRECT04S SHALL RE AT NO ADDInGNA L COST 10
I'ME CLTY
A. APPROVAL OF THE Ri M. GRADING. PARKING. IDUILRING. AND DRA WAGE PLAN DOERS NOT 013" 'ITUTE AS APPROVAL OF ANY OTHEER CONSTRUiCTM (E.G. WATER.
SEWER. GAS.;ELECTRICAL ETCH PLA.NG rDR STRUCTURES SUCIA AS BRIDGES. VAULtS, AND RETAINING YLrALLS RE DIRE A SEPARATE REVIEW AND APPROVAL BY
THE CITY PRIOR TO CONSTRUCTION. THE SURFACE WATER [DRAINAGE %YSTEM SHALL BE CoIDNSTRUCTED ACCORDNG TO THE APPROVED PLANS. ANY DEVIATION
FROM T}fE APPROVED FLANS WILL REOUfRE COORO NATFON FOLLDWED BY WRITTEN APPROVAL FROM THE CITY,
15. A COPY OF TIME APPF40VED PLANS SMALL RE ON TIME JOB 84TE WHENVER OONSTALJCTF IS IN MC?GRESS.
b THE LOCLATQN& OF ALL FXISTIMG UTILITIES SHOWN HI-RF:C:3 E HAVEr BEEN ESTA50SHED BY FIELD SURVEY OR CIETAINF-0 FROM AVAILAEL E RECORDS AND SHALL
THERE FORE BE CONSIDERED APFROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RE:SPONS1,9ILLTy OF THE APPLICANT AMD THE APPLICANT
CONTRACT -OR TO NDEPENDENTLY VERIFY TH E ACCURACY OF ALL UTIL ITY LOCATIONS SHOWN. AND TO FURTHER DISCOVER AND AVOID- ANY OTHER UITIL ITIES NOT
SMOWN HEREON Ti4AT MAY BE AFFECTED Blf THE lMPLEMENTATI CM OF TH ES FLAN, THE APPLICANT SHALL RECORD ON THE AS•BUILT DRAVMINGS ALL
UNDOCUMENTED LI1'ItITIES 0ISCOVEF&D ANC ANY CHANGES TC TH E APPROVED PLANS. THE APPLICANT SHALL IMMEDIATELY NOTIF Y 74E ENGNEER OF R ECORD IF A
CONPLICT LS7S_
1. VER-HCAL DATUM SHALL BE NAVp sa AND HORIZONTAL DATUM SHALL BE NAD S3 {WA STATE PLA-NE- NORT+ij, UNLESS OTHERWISE APIIRQVED BY THE CITY_
REFERENCE R}EIVCFIry+ARK, DATUM, ANQ F_. VATION$ SHALL HE NOTED ON THE PLANS,
0 ALL UTILITY TRENCH BACKFI LL AND ROADWAY SLISGRA[0E SHALL BE COMPACTED 74 959E MAXIMLIVI DRY DENSITY PER SECTION 2.013(14 P • COMPACTICIN AND
MOISTURE CONTROL TESTS OF THE WSDOT STANDARD SPSCIHCATIONS. IN PERMEABLE PAV-S lE:W AND OTHER INFILI'FiATION AREAS. NLL T RENC14 ISACKF rLL SHALL
ESE FIRM AND UNYIELDING E1)T IN 40 CASTE SHfALL BE COMPACTED TD MORE T7- 4N 92% OF MAXIMUM DRY DENSITY
9 OPEN CUTTING OF EXISTING ROADWAYS FOR STQRA+I ❑fUUNAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CFTY AND NOTED ON Ti-rFSE
APPROVED PLANS. ANY OREN CUT SHALL E E RESTORED IN ACCORDANCE WITH THE CITY TRENCH RIESTCRATICIN STANDARDS1.
10 ALL PFPE AND STRUC'TUFiES SHALL BE STAKED FOR 8LJRVEY LINE AND GRADE PRIOR TO THE START OF CONSTRUCTION VMERE SHOWN ON THE PLANS OR VMERE
DIRECTED BY THE aTY_ THE EXISTING P.Mf HOL SS, CATCH BASINS. OR INLETS SMALL BE ADJUSTED TO THE 123RADE AS STAKED.
11 AL4 ROW COKIfROL FACILrt1E5 SHALL BE INSTA"D AND IN OFERAT1oN PkrOR TO, OR IN CDNJUNIMTJON WITH, ANY C ONSTRUC;7L)N AC' iVrrY LINK$$ OTMRVOSE
APPROVER] 15Y THE CITY,
12 ALL PIPE AND APPIJ RTEWIvNCES SHALL BE LAID ON A PROPERLY PREPARED FODNOATION IN ACCORDANCE WUH+ THE CURRENT STATE OF WASH IN GTON STANDARD
SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCT10N. THIS SHALL INCLUDE NECESSARY LEVEMNO OF THE TRENCH BOTTOM OR THE TOP OF TKE FOUNDATION
MATERIIAL, AS WELL AS PLACEME NT AND COMPACT10a+I OF RFCiJ IRED REDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LEmGTH OF THE PIFIF WILL BE
SUP T1E0 ON A UNRPDITiwR -V OE nNSE, UNY11EL)I:NG BASE ALL PIPE 13E001No ANO WXFIt 1, SHAI!-L BEAS SHOO ON TIME CrTy VANOAR13 PLAN Zw.W., 0.10. AND
2-
1 13 STEEL PIPE SHALL BE ALOWNIZED. OR GALVANIZED WITH ASPHALT TREATMEW 1, 2, OR 5 INSME AND OUTSIDE
14 ALL DRAINAGE STRUC TURES SUCH AS CAT CH BASINS AND MA,NHOLE6 SHALL BE FITTED WIT}# DUC TILE WON. SOLT-LOCKING LJDS RER T HE u T y s T AmL)ARu PLAN
204.10, 20420, 2�14.30. 204-40, AND ;Jk X.50. STRUCTUMS SHALL HAVE.,
■ RECTANGULAR OR ROUND. SOLID tip$ WHEN NOT COLLECTING RUNOFF, AND OUTSIDE CF TH"E RCAL)WAY.
• ROUND, SGJD LIDS WHEN NOT COLLECTING RUNOFF, AND LOrC.ATED WITHIN THE ROAtiDWAY, BUT OUTSIDE OF THE CURWGUTTER LINE.
ROUND, SOLID LIDS I MSPLAYING THE CITY LOGO WHEN WrrHtN THE PUBLIC RIGHT-CF-WAY OR IN AN EASEMENT TO THE CITY- PRIVA 7-E STRUCTURE LIDS OUTSIDE
PURUC f2IMT-DF-WADY AND EASEMENTS TO THE CITY SHALL NOT DISPLAY THE CITY LOGO-
15 BULLDINGS AND OTHER STRUCTURES SHALL. BE PLACED IN ACCORDANCE WITH TAE3LE 4 t EASZMENT WrpTH5 AND BUILDI'MG SETW.KS LINES OF THE' RENTON •SWDKI
16 L IOS OF MANHOLESICATCH aASINS WITHIN PUBLIC RIGHT-CF-WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL AFTER PAVING ALL MANNCILEJCATCH [BASIN RIMS
SHALL 8E ADJUSTED TO BE FLUSH VATH FII4IAL FINISH>EID GRACES. UNLESS 4'Ci-iER%VI5E SHCWN.
17 ALL DRIVEWAY CULVERTS LOCATED WAIN CITY 111014T-CF-WAY L 61� of SUFFICIENT LENS NTH TO FROVIDEE A MI NII114• M 3:1 SLOPFFRDM THE ERA OF THIr
DRIVEWAY TO THE DOT -TOM OF THE DITCH
UI4LE55 OTHERWISE NOTED. DRAWING IS N-UT Ta SCALE (WS)
STD. PLAN - 267.00
PUBLIC WORKS SURFACE WATER STANDARD PLAN J'6P by.
DEPARTMENT NOTE 1 OF artin Pah8/13/ 0 0
E3fF 3�Fl��$�+41 DATE
SURFACE WATER STANDARD PLAN NOTES
NOT TO SCALE
rnoo
pg �VASO�G mmom
�
3
Q TACO MA S EATTL E
SPOKANE TRI-CITIES
�.c�S��clsTsg�° �ti 2215 North 30th Street, Suite 300 Tacoma, WA 98403
Know what's below. SIGNAL E� 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB
Call before you dig. 05/15/2026
SURFACE WATER STANDARD PLAN NOTES:
THE FOLLOMN6 1,5 A IUST N5 OF NERAL NOTES THAT SMALL HE IW'011PORATED IN THE EPAINAGE Pi All SEr- ALL THE 7'C$ DN THE LIST -MAY Y PERTAN TO PV�RY
PROJECT THE APPLICANT OR OVAIIIER, HERF.�Y REFERRED TO AS APFUCANT, MAY ETRIrKE OUT IRRELJ VAN NOTES IF NOT Al"PLICA$LE TO THE PROJECT-. HCME1q�R, _h-LE
APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FAIR SPECIFIC ASPECT5. THEY SHfALL BE ADDED AFTER THE
SURFACE DATER STANDARD PLAN NOTES
' 16 ROCK FOR EROSION PROTECTION -OF ROADSIDE DITCHES, INHERE REOUFRE D, SFtAL L BE OF SOUND QUARRY ROCK PLACED TO A MIKH UM DEPTH OF ONE (1) FOOT
AND SKALL MEET THE FOLtOWING SPECIFIGAMNS:
• 4 - 9 INCH ROCK 140 - 70% PASSING.
■ 2 - 4 NCH: DOCK + 30 - 40% PAS,91 +lO, AND
• LESS THAN 21140H ROCK 110 - 20% PASSING.
111. FOOTIN+7 DOINAOL SYSTWS AND ROOF DOWNVOUT 5wrEMs SHALL NOT DE IRTERDgNNEGXP AND SHALL aEFA�RATELY CONVEX' C0L4,-ECTEP FLU*$ TO THE
CONVEYAN09 SYMM OR FLOW CONTROL FACILITY ON 7H;E SITE, UNLE WIPROVED $Y THE CrFY. FOOTING DRANS $ ALL NOT BE CONNECTED TO ON -SITE ON PS.
20, THE END OF EACH STORM aRvN STUB SHALL BE CAPPED. A CLEANOUT TOPPED WITH A 600-LOCKGNG LID MARKED 'STORM' OR'Dfa W SHALL BE LOCATED AT THE
PROPERTY LINE OR AT TmE PORN T OF CONNECTIC14 OF A PF VATE STORM DRAINAGE CONVEYANCE SYSTEM PER THE CiTY STANDARD FLAN M.00.
21. ALL STORM SYSTEM -r:KTIENSPDNS SHALL RE STAISEU FOR LINE AND GRADE BY A SURVEYOR LICENSED IN WASHINGTON STATE, SAND CUT SHEETS SMALL BE PROVIDED
TO THE CJTY PF?JOR TO CMSTRUC71ON
22. ALL NEWLY. INSTALLED AND NEWLY -REHABILITATED [PUBLIC AND PR1VATE€j STORM CONVEYANCE SYSTEMS SHALL BE INSPECTED a? II ERNS OF REMOTE: CCTV
ACCORDING TO THE CITY STANDARD PLAN 266.00_ CCTV INSPECTIONS AND DEPORTS SHALL M SUSMIT7ED TC THE CITY PRIORTO RECEIVING APPROVAL TO INSTALL
PRCUECT CURBS, GUTTERS ANI R PAVEF r:Wf
23 ALL STORM SYSTEMS AND CONNECTION5 TO EXISTING MAINS SHALL BE TESTED IN ACCORDANCE VVFrH SECTION 74M.3(1 ) OF THE WS❑DT STANDARD SPECIFICATIONS
A14D IN THE PRESSNCE; OF A REPRI(=$EENTATIWE; OF THE CITY. STORM DRAIN STUBS SKSLL BE TESTED FOR AOCFPTANCE AT THE SAME TI ME THE MAIt,I STORM IS
TESTED
24. FOR ALL DISTURBED PERVIOUS AREAS (COMPACTE:D, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE, TO NWNTAIN THE MOISTURE CAPACITY OF THE SOIL
EITHER STOCKPILE AND REOIST1111BMJTE THE EXISTING GUFF LAYER AINO NATIVE TOPSOIL OR AMEND THE SOIL WITH COMPOST rN ACCORDANCE WITH STANDARD PLAN
2134.110
25 I SSUANOE OF THE DI,I ILQINO OR O:QNS719U TIOhI PIERMITS BY THEb C;Fry QOS NOT REILI EI+En THE APPLI T OF THE COWINVIN5 LE DAL CaL (CATION AM OR UABILfTY
CONNECTED WITH $TORWIRATER 015POSAL. THE CITY DOES NOT ACGEFT AW OBLIGATIGN FOR THE PROPER FUNCTIONING AND rM1A INTEMANCE OF THE-STORRM
SYSTEM PROVIDED DURING CGNSTRUCTION
26 ADECUATE SMEGUARDS- SAFETY OENA , PROTECTIVE EQUIPMENT. FLAGGERS, AND ANY OTHER ACTICKNS NEEDED TO PROTECT THE LIFE, HEALTH, AW SAFETY OF
THE PIJHLIC, AND TO PROTECT MOPERTY I'N OONNEOTION WITH THE PERFCOMNOE OF WORK EI ALL BE PROMED. ANY WORK WITHIN THE TRAVELED
RIGHT -WAY THAT MAY INTERRUPT NORMAL. TRAFFIC FLOW StiAl . MOUIRI* A TRAFFIC CONTROL PLAN APPRQ1fE113 BY THE CITY f!41..1. SC-CTIONS of THE WSODT
STAAiQAPJF l $FiFOrFICATION$ 1-10 TEEMPORA<RY TRAFFIC COM ROL SHALL APP1,Y
2.7. PRWECTS LOCATED WITHIN TIME CITS''S AQUIFER PROTECTION AREA (APAj SI}ALL COMPLY VVITH SPECIAL REQUIREMENT 08 OFTNIE RENTON SwDom AND AQUIFER
PROTECTION REGULATIONS (RIVC .4 34601.
20. PLACEMENT OF SURFACE APPURT"ANS (CATCH B,ASrNlMANHOLI= LIDS, CJ-E-ANOOTS, INLETS, ETC.) IN THE STET TAAVr=L LANE WHEJ`i PATH, INTMSEC TION$ OF
STRIMT TRAVEL. LANu. E3114jr LA} S.:510EWALKEj, AND CRO6$VVA1 K$ -SHALL EE AVOIDED WHENE�VFR PO$SJR4F:;U#T
. ANY SURFAC8 APPMMAWE FI ACr=b IN A
SIDEWALK OR CROSSWALK :FMALL M FFTTE'D W1_'H A NONSLIP CAR NUN,( i (IQ L.ID PER ADS REOUIREMEa+ IS-
. CLEARLY LAM L PUBLIC MO PRIVA-FIE SYSTEMS ON THE PLANS. PRIMATE SYSTEMS S1 WALL BE MAINTAI NEO 8Y THE APPLICANT.
1 30. MINIMUM COVER OVER STORM 0"r51AGE PEP'E SHALL -00NPORM TO TABLE 4-2.1.AF OF THE RENTON SWEM.
i 311. CON STRUCTEIJ PERMEABLE PAVENVENT SHALL BE PERM EAGLE ENAllG H TO ABSOdLB ti'Lr'ATER AT A MINFUILIM RATE OF 20 INCHES PER HOUR IHAUEDLATELY AF-rER THE
PAVEMENT SURFACE HAS BEFN VVFTTEE] COWnNUGUSLY FOR AT LEAST 10 MINVFF=S COMPUANCE WITH THLS MINIMUM RATE SHALL OF CHECKED PRIOR TO
CONSTRUCTION APPROVAL OF THE PAVEMENT COMPLIANCE MAY 8E CHECKED USED A SIMPLE BUCKET TEST IN WHICH 5 GALLONS OF WATER IS POURED ONTO THE
PAVEMENT SURFACE ALL AT OWDIE IF ONLY A MINOR AMOUNT OF WATER PONDS OR PUNS OFT THE SURFACE. THEN THE PAVEMENT I,S CONSIGEREO TO MEET THE:
MINIMUM RATE CF ABSORPTION. AT LEAST ONE TEST SHALL BE CONDUCTED PER 1,000 SOLMAE FEET OF PERMEABLE PAVEMENT. IF THS TEST IS N07 CONCLUSNE,
THEN ANOTHER MT PER ASTM Cl7-01 SHALL 13E CONDUCTED. fOR LARGE AREAS (E.G„ PARKING S;, TESTING OBSERVATION MAY RE ACCOWLISH!ED WHILE
WALKING BEH IND A SLOWLY MOVING WATER TRUCK DISCHARGING, WATER AT A RATE SIM ILAR TO THE BUCKET TEST. PERMEABLE PAVERS SHALL BE TESTED U SING
ASTM C1781
*NOTE NUMBERS 9, 16, 17, 20, 28, 29 AND 31 ARE NOT APPLICABLE
PU13LICWORKS SURFACE WATER STANDARD PLAN
DE PARTM ENT DOTES (2 OF )
UI4LE55 OTHERWISE NOTED, DRAWING IS NOT TO SCALE 1NTSj
STD. PLAN - 267.10
BkRR F?ipd by:
rtin PastuchA11312020
r�.a1 �QrDATE
00
C)
O
O
N
All
T
T
C)
C)
O
N
a
D
J
Lid
N
R-438827