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SURFACE WATER STANDARD PLAN RMES:
THE FOLLOWING 16 A LISTING OF GENERAL NOTES THAT SHALL BE I MORPROARATTED IN THE DRAINAGE PLAN SET ALL WE NOTES ON THE OUT My NOT PERTAIN TO EVERY
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1 SEE FIRE ANY ��IRUCTIM OR NEEDLESSNESS MURPHY FINGERS A PRE MCI N EN MEETING WALL BE HELD AMOSS THE CRY AN SOURCE HERESY
RESERVES TO AS THE CITY THE ASSESSMENT AMC THE APPLICANDI CONTRACTION
2 WE APPLICANT SCRELL BE �PQ�IaE FOR SKI ALL NECESSARY MEN STATE, ADD FEDERAL BENEFITS PRIOR TO CONSTRUCTION
3 ALL SOL ISSUANCE IMPROVEMENTS SEVEN BE
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NIC USE GAME REMEL) AND THE
CONSTRUCTION
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OR REESACWOMANAND WEMao"�EE.DG°E PALMS COGENERATION µHRATS FOUND HE SEoSHELF BELANS ALL Goaa�xoE°A:IBIOf f ME APox.LNT TO
EMPT
4 APPROVAL OF TWA ROAD GOADING PARKING BUILDING AMID MARC PLAIN DOES NOT CONSTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION F G A ATER
STEVEN GAS ELECTRI ALL ETC ) PLACES FAR STRUCTURES SUCH AS BRIDGES CENTS AN D METTLAUN EM WELLS REQUIRE A SESPARATE KAISER AND APPROVAL By
WE CRY PRIOR TO CON BOLSTER THE SURFACE WATER DOE NAME SYSTEM SIT ALL BE CONSTRUCTED ACCORDING TO THE SEPTEMBER STAKES My MEMBRANE
FROM ME APPROVED PLAINS A I REQUIRE COORDINATION FOLLOWED By WRITTEN MISSOURI FORD THE CITY
5 A CROPS OF THE APPROVED PEAKS NOVEL BE AM WE ACIT ONE WHENEVER CONSTRUCTION 15 IN PROGRESS
S THE LOCATIONS OF ALL DAMPING UTILLINES SHOWS HEREON GAVE BEEN FUSTABLISMED By ITEM $I ME OBTAINED FROM AVAILABLE RECORDS AND SHORT
THEREFORE ED SAUDI APPROXIMATE MAY RICO NOT NO GE$XAAUY A C MALTESE IT S ME SOLD FWASOM$10UPS AN THE APPECAULT CAR THE RAW CARE $
COLLEGE TOR TO INDEPENDENTLY VERIFY THE GUERNSEY OF ALL UTILITY LOCATIONS SMASH AGO TO FURTHER EMPLOYER AND COUP ANY OTHER STORES NOT
SWUNG N HEREON THAT MAY WE AFFECTED By THE IMRWENTATIM ME UPS PICK THE APPLICABLE SMALL RECORD MEN THE ARTICULT DRAWINGS ALL
UNDOCUMENTED UTILITIES DI SCOVERES) AND ANY ON ALL TO THE NOTICE ED PLANS THE PERFORM STUALL IMMEDIATELY NOTIFY THE ENGINEER OF KROGER IF A
CONFLICUSEXISTS
7 VERT I C ATOM ERNST RE SPUR UE ADD HORGATTAL DATUM WALL BE NET ES REVA STATE PLANS, SPOT ONCE$$ OTHERWISE APPROVED By TIE CITY
REFERENCE MANCHESTER DATUM BUD ELEVAROM CYCLE BE NEWS ON LEE PEAKS
8 ALL UTILITY TRENCH &SCROLL AND ROADWAY SUBSTANCE SHALL BE COMPACTED TO 95% MEANS My ALL FOR SOME" MET
COMPEATIONAND
BEFlaMUMMUNSE,DwG BUT wxGUSESHNLBE mMPACTEDTOMnEWMW%G MMIMUM Day DENSITY MEASURE CONTROL MARC OF THE ASSET STANDARD SPECIFICATIONS IN PERSEEMBLE PAVEMENT ABC OTHER RETiOx ARMs�AUR'TRExcxaACKFl:Ls,wL4
R BEEN Cff7NG OF ENOUGH RO�AYS FOR ALLEN DRAINAGESMORK IS NOT ASHLAND UNLESS SPECIFICALLY APPROVED By THE CRY AND NOTED AT THESE
APPROVED PLAINS ANY GLEN CUT WHALL BE RESTORED IN WITH THE CRY THROUGH RJUSTAKETTION STANTARK
10 ALL PIPE AMID STRUCTURES MEANS IN STATED MEN SURVEY LINE ASTRUGURESE PRIOR TO THE STALOFF DEFORMATION WHERE SH
DIRECTED JAYTHE an. THE SYSTEM MANHOWNS CATCH SABOTS OR INLETS SMALL BE wnSTED romE GREEK AS STAKED. OWN wTHE DOWNS OR SCREW
acL PUSANCENTROLL
ovmECTv. S $I BE INSTALLED AND IN OPERATION PRIOR TOM IN KILOMETERS WITH. ANY CONSTRUCTw ACTaLT9 M�
12 ALL PIPE ADD APPURTENANCES SHALL BE EAST ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STAGEOF WASHINGTON STANOWER15
SPECTICLACTION FAA ROPER AND BRIDGE CONSTRUCTION THIS SHAILL GELLER NECESSARY FEELING AN THE TRENCH BOTTOM ON THE THE Of THE FORMATION
MATERME1 "WELL AS PLACEMENT ADD COMPACTION AN REQUIRED SEDDINNI MATERIAL TO UNIFORM AGREE SELECT THE ENTIRE LENGTH AN THE PINK WILL DE
OWN
la SWISS RPE SHALL BE allMINIZED OR SOMALI WITH ASPHALT TREATMENT 1 2 OCEANOGRAPHICAL
14 ALL DREWARE STRUCTURES SUCH AW CATCH BEGINS AND MANHOLES SMALL BE VOTED WITH DUCTILE HAVE. �TL�MW LILLY MR WE CITS STANDARD BONN
VAN 10 2M a AN 30, ADD OR ACT STRUCTURES SMALL HAVE
• RECTANGULAR OR ROUND SOMAD FULL WHEN ROT COLLECTION R LANE ABC ONSIDE OF WE ROADWAY
• ROUND 50.10 LOS ALLEN NOT COLLECTING ROWE F ADD LOCATED WITHIN THE POPE WAY EST DEGREE OF We TREASURER LIFE
• ROUND NOT D LICE DISPLAYING WE WE LEADS WH ED WITH IN THE PABLEC DISCLOSE WAY OR IN AS EASEMENT TO WE C1TV PRIVATE STRUCTURE LIM MONACO
PUBLIC STEWART WAY AND EASEMENTS TO TO E CFO SHALL NOT DO SPLAY WE CITS INUALAO
15 BUILDINGS ADD OTHER STRUCTURES SHAUL BE PLACED IN ACCORDANCE WITH TABLE 4 1 SRI ED CUTS FORD BUILDING SETBACKS LINES OF TIME SCHEME EVERMEN
SHOW BE ADusTED TO BE THAN WITH FINAL ED SUED DEGREE, UNLESS OTEe SE SHOWN . 16 On AN &IMPLEMENTED WASSIM WITHIN PLANTS RIGHT OF WAY WALL GET BE ADJUSTER TO FINAL
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17 LLANNMAY ACUTHEVERTSLOATEDWITTHEH COLLEGE WAY SHALLATDFSUFFCENTLENGTHTOCHANGEAMINIMUM31SLOPEMOMTHEEDGEOFTOEDEWAY 1
OUNCES 15 NUT 10
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VNIZIP7 DATE
DEPARTMENT NOTES OF 2) 6G Z
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BASE SECTION
NOTES:
I THE COVER OR SECTOR OF A CATCH BASIN WALL NOT BE ADJUSTED TO FINAL GRADE UNTIL THE A NET ELEVATION AN THE PAVEMENT GUTTER.
DITCH OR SIDEWALK IN AN SH IT IS TO ME CLOSED HBO BEEN CONSTRUCT ROD UNTIL MONSANTO THEREAFTER IS GIVEN By WE ENGINEER TO
MARSHALL IN PLACE IN ACCORDANCE WASH �CTf�A STAN DARLD SUMMIT CLATION MOS 3
4 BILLY ARE APPROVAL OF THE CITY THE USE OF
* PICKLIFTING HOLES TO BEL FEES ETANDRD
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PARTMENT GA2 9/28/2018
D U I EL ' 4218 Meridian Ave N
did IV Seattle, WA 98103
Tony@dubinenI
Environmental (205) 898-0057
SURFACE WATER STANDARD PLAN NME9:
THE FOLLOWING 16 A FALSE OF GENERAL NOTES THAT SHALL HE INCORPORATED IN THE CAREGINEARE PLANE SET ALL WE NOTES ON THE LIST My NOT ABSORB TO EVERY
Za JEU THE APPLICANT OR ANNULAR HEREBY REPORTED TO AS APPLICANT MAY STRIKE OFF I RRELERANT NOTES IF MOT APPLCQNUE TO THE PROJECT HOWEVER, THE
TREAT JUST NOT BEN TUBES NOR EMT THE REMAINING NOTES IF ADDITIONAL NOTES ME NEEDED FEES SPECIFIC ASPECTS PLAY JUST BE ADDED AFTER ME
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SURFACE WATER STANDARD EPSON NOTES
1 � STEP FOR EROSION PRECEDENCE Of POSNER
iiE DEDITCHING . WHERE REFUSEDm i$MIT ED OF SOUND O0ar BACK PLACED TO A MINIMUM DEPTH OF ODE (1)SPOT
AM SEVALL MEET ME VVUI EFEREST PA
1q FOISTING DRAINAGE SYSTEMS AND MIC ENGINEERED SYSTEMS $"IT NOT BE WERPOI AND CHAT SEPARATELY TONEY EXPOSURE CLASS TOME
CONVEYANCE TEMPLE OR FLOW COUNTS FAMLIT"O" THE SEE LNESSAPPRESEVEDWITHECUTY
20 TWEENDOFEAX>ATORMDRAUNSTUBSHALLOECAPWED A CLEANOUT TOPPED WITH A PULL TAKING LID MARKED STORMAHMILLSELLOCAREGATTHEPROPERTY
ONE OR AT ME POINT OF CONNECTION ON A PRIVATE STORM TRADERS CONVEYANCE SYSTEM PER THE CITY STANDARD PLAN GET UP
21 ALL STORM G STOP [EXTEMPORE SEALL UP STAKED FDIC LINE AM GUAM By A SURVEYED LICENSED IN WASH SECTOR START AM CUT SHEETS SHELF BE PACE DED
TV THE CRY PRIOR TO CONSTRUCTED
22 ALL FEWER INSTALLED ROD NEWLY RMAI HFULIS AND PRIVATE) SCLUMS C CABLES SYSTEMS $HALL K CONNECTOR K 'EMS OF NUMBERS PACE
)BOLSTERED 3 TO LURE CITY STANDARD NEAR CUP 00 EVER NOWNSTRUSE AND REPORTS SMALL BE QUAKILIMED TO THE CRT PRIOR TO RAW WING MEMBRANE T D INSTALL
23 ALL STORM SYSTEMS ROD CONNECTIONS TO EXISTING WASM SMALL BE TESTED IN WITH AUCTION 7 04 T OF THE WSMOST STAND
SPECIFIC
AND IN THE PRESENCE OF A REPRESENTATIVE OF THE CUP sTmM EARN STUBS SHALL DEC u TESTED FOacvw ACCEPTANCE AT ME CAME TIME THE MART RUDER IS
ATIONS
TEETER
JET FOR PUT DISTURBED PREMIUM
PACTED (OBJECT LAREAREPED ETC I OF THIN DEVELOPMENT SITE TO HERCULES WE SAMMUSEE CAPACITY OF WE SOUT
EIMER iKPILEAND B[DismIR�Ta�ESE USING DUFF MUCH Axmume MANUEL OR. MEND THE SOIL WITH CwrosTix ACCORDANCE v swoERSPwR
WE w
25 1 SPURRED OF THE BUILDING OR CON�MTON PERM ITS By THE CRT DOES NOT BELIEVE WE ARLEDGE OF WE (TENNESSEE LEGAL OBLIGATION ANDOUR IT ENSURE
CONNECTED WITH STRENGTHENED DIMPLESSEL THE CITY BASES NOT ACCEPT My OBLIGATION FEES ME PROPER PUNCHED PECT ADD MEENTEPLANCE OF THE STORM
SYSTLEM PREFERRED DURING CONSTRUCTION
25 ADEQUATE $�EGMRO$ SAFETY CEREALS PMUTOCJUE EQUIPMENT BLANDEST AMR ANY ALAN A SEE NO NEEDED TO PROTECT THE LIFE HEALTH AND MARSTY HEY
THE NUESSIC ANN TO PROTECT PROPERTY IN MANNECTRON WITH THE PERAPARMAJOn OF BLACK BIT ALL BE PLANNED ANY DARK VE THE 'SURGED
RIGHTLORWAY THAT MAY INTERRUPT NORMAL TURNED RURAL SMALL REQUIRE A TRAFFIC CONTROL PRESUMABLE) By WE CITTO ALLSECTICELSOFTHEEMAKER
27 PROJECTS LOCATED OWNS THE STrS FUNI PRENTECTICEN AMA NAME WALL SHARPLY MIN SPECAL ASSESSMENT N K THE SJUNDON SNUIA AM ADVISER
SB MAKES OF SURFACE APPURTEwxCES WATCH msxxAwwLE LDS SURPLUSES. ,BEETS ETC) IN THE STRE EMw PATH, INTERSECTIONSK
STUREETUREVELLANES BIKELANCES SIDEWALKS AND CROSSWALKS SHALL BE AVOIDED WHENEVER PAUSSIBLE SIDEWALK OR CRA WA WALL BE LITTLE ACTH A MERELY AN NOR SKID SLID PER ADA REQUIREMENTS A wPWry[,wxcE lIWF•g
29 CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS UP THE PLAINS PRIVATE SYSTEMS SHELF BE MAINTAINED By THE APPLICANT
30 MINIMUM COVER OVER STORE MCI RAN STEEL SUFFRAGE TO TABLE 4 2 1 AS OF THE RE FLOW ARM
31 CONSTRUCTED PERMEMBE PAVEMENT CHASE BE PERMEABLE ENOUGH TO RECORD WALK AT A MIN IMUM KATE OF 20 INCHES FEW MAN IMMEDIATELY AFTER THE
PAVEMENT a READ HAD KEN WETTED LONGER UNESCO FOR AT LEAST 10 WI COMPLIANCE VACH THIS MINI MOM WAGE WALL BE CHECKED PRICER TO
CONSTRUCT ON APPROVAL M THE PAVEMEN T COMPLIANCE MAY BE CHECKED USING A SOUSSUE SECRET TEST I N WHICH 5 VALLEYS ONE WATER IS BECOME CUTS THE
PAVE MEET SURFACE ALL AT PINES IF ONLY A MISSION ARCANE AM WATER OPEC $ OR PUTS OFF THE SURFACE THEN THE PRESSURE SL KNONCEIRSE 70 MEET THE
MINIMUM VOTE AN ABSORPTION AT BEACH ONE LEFT SEXUAL IN CON OUSTED PER 1 M UQUESELA F E By OR HE RMEA9UE PAVE MEET IF THIS TEST IS NOT SCHWAB BE
THEN ANOTHER NOT PER SEEM C1701 SIALLSE CONDUCTO, FEE LAGUESS AREAS Le � PARKING ASSAY) TEACHERS OBSERVATION MAYBE ACCOMPLISHED OUNCE
WALKING BEHIND A SLOWLY MUSEUM WATER TRUCK WATER AT A DATE SIMILAR TO THE BUCKET TEST PERMEABLE PAPERS WALL BE TESTED USING
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INCREMPHIT CHAMBER SMALLER
SEE NOTE I
RECTANGULAR �U"MENT SECTION
PRECAST BASE SECTION
ISPUBLIC WORKS
DEPARTMENT
PIPE ALLOWANCES
PIPE MATERIAL
AIR
REINFORCED AN Pvary
CONCRETE
ALL MERCER POPE
CURVE
ANN HURT PENCE
SOLIDWEALL
COTD
IF
TA SPED 9 M
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CORRUGATED POLYETHYLENE STOW
SEARLE PIPE
LAMES:
1 AX SEMBLANCE ALTERNATIVES TO THE SWUNG 5�
ADMAE' EWITH ENIMPOO RECI xEATAi AREA OF
0 12 SCULAME NOVEL PER EFFORT MALL BE USED WELL
THE MINIMUM REQUIRED REHM SIT ME 4 IN THE
ALTERNATIVE PRECAST BULL SECTION ROME MEAN
SMALL NOT BE PLACED IN THE SOMEWHERE AS AN
ACCEPTABLE ALTERNATIVE TO THE KSMS $H�THE RE �TAJ FEAR AMENDMENT SECTION Wn IN
TWO MAY BE USED
2 THE KNOCKLOAFT DIAMETER MUST NOT BE GENERATES
PIEFILL THE CAP MOUNT COURT MORTAR IN AUGGRECERVAL NOTES
ARMED OF THE PIPE AFTER THE PIPE 19 BECAUSE,
SPECIFICATIONSTANDARD S 3 THE MAXIMUM DEPTH TRW THE NODDED
THE LOWEST PIKE MEET BE E FEET USAGE TO
PHE HAPPEN EAND rt MUST BE INSTALLED WITH
ROUNDUPS THE SUGGEST BASE AUCTION My GAVE A FLOOR AND THE WELLS MAY BE SLOPED AT A KATE OF
IT 24V
:HEOENSTEEPER
. MEASURED AT WE Tcv fHE
AOF ,TMIKESE SECTION
7 ALL ACRES HOLES MALL BE ARMS FULL
INLET UPS BEEN BLACK USE GROUT M PE 2 FOR
NOR SHRINK APPLICATIONS IN ACCORDANCE GATT
9 ALL GRADE RINGS AMID CASTINGS SMALL BE EST IN
WALTER IN ACCORDANCE WITH STANDARD
SPECIFICAMON EGA 3 TRULY APPLY REAGAN TO INSIDE
AND OUTSIDE OF ALL JOINTS RINGS FESERES AND
MERGED
9 MORTAR SHELF BE A XLED AND
MANUFATURER6DIRECToNS ED PER NB NTS
10 FRAME WALL Be ACTURTELF TO PASSPORT
TAPPING END L
PAVEM
11 PPEo�EOFLDMOTED
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SECTION B
NOTES:
SHARES AIDS REAVERST UNLESS OTHERWISE SPECOFED
rma1 BUFFALOED CAPASSULTY 15 REQUIRED ON ALL PROBES,
PRESS C HBO HARRIS IN THE PARAM THAT ARE
STRONGLY ARGENED WITH THE GRATE OR CAREER SLOTS
HEAD GNP WARFARE By BEING TAPPED, OR OTHER
DOLE APPROVED MECHANISM
UiA. HANDLE VARIES By MANUFACTURER
Z ALTERNATIVE . xOFeOLTawvxxOLE
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DEPARTMENT GAZ
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1, URGED WAVE
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:. NO STEPS ABC REQUIRED ARTS HEIGHT IS L ORy¢�e
2 THE BOTTOM OF TWA PRECLUST CATCH wsw MASON
SLOPE 0 TO FACILITATE CUBAN INS
MERGED WITH THE FLAWNE DOWN WE
CAST INTO THE ADJUSTMENT SECTION EGNEMAY ,BEI
SECTION
4 CALCULATE SHALL GAVE A WALL THICKNESS AN T
BETWEEN WE MARGARET WALL AND ME MUSEUM ON WE
PIKE "TER THE PI PC IS INSTALLED F ILL THE SEAR WITH
JUST MORTAR IN ACCOURMANCE MTN STANDARD
SPECIFICATION 9 (1 3
IN MOCREASE IN ACCORDANCE WHO STANFORD
SPECIFICATION 9 UP 3
5 WHEN CONNECTING TO A NEW PIPE DOE A FLEXIBLE
CONNECTION FOUR GOAL REPOT WITH CORRUGATED PIPE
&FILTER AN APPROVED EQUASH WHEN CONNECTING TO
AT TESTING PIPE USE A FABRICATED SEND FOLLOW OF
THE SAME MATERIAL AS THE (AMTECTING PIPE
7 MORTAR SMALL BE MIXED AMID KMIEC PER
MANUFACTUREFFES DIRECTIONS
8 MERGE WALL BE AVEMSERED TO PAVEMENT ARM E By
TAPPING UNTIL FLUXES IS FLUSH WITH PAVEMENT AS
DETERRENCE WITH A SEDIMENT EDGE OF SUFFICI ENT
LENGTH
REMAIN VISIBLE SPUR COMPLETION
PUBLIC WORKS
DEPARTMENT
CATCH
BASIN DIMENSIONS
CATCH BASIN
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CATCH BASIN TYPE 2 GAZ . 9/28/2018 1
DATE
NTS R-411630
7 IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
jchavez OS/28/2020
AVIIIIIIIIIIIN CITY OF
tvRENTON
Planning/Building/Public Works Dept.
CITC RENTON
1300 BRONSON WAY N
RENTON. WA 98057
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