HomeMy WebLinkAbout20250822_PLN1388_ApprovedCivilPlans_Part1 SW 1/4, SE 1/4, SEC 11, T31N, R05E, WM, ARLINGTON, WASHINGTON
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PROJECT ENGINEER'S�STAMP
LEGEND ANDABBREV S CITY OF ARLINGTON SNOHOMISH
EXISTING SYMBOLS DESCRIPTIONPTION ABBREVIATIONS � '
® OUNDREBARW/ A GPM CATCH BA IN COUNTY, WASHINGTON
• FOUND REBAR W/CAP CB CATCH BASIN -
IE INVERT ELEVATION
o EXISTING CORNER MONUMENT AS NOTED SO STORM DRAIN
Q STORM MANHOLE SS SANITARYSEWER
o SEWER CLEANOU7 SSMH SANITARY
SEWER MANHOLE 1�T
® SEWER MANHOLE C CEDAR 1� Q
❑ CATCH BASIN PVC POLYVINYL CHLORIDE PIPE \ FOUND REEARW/CAP RE94RWIVAPSEr20'819ON VICINITY MAP w
CPP CONCRETE PRESSURE PIPE o
B IRRIGATION CONTROL VALVE FouN0RES4RwauEolBLECAP STAMPED°I2ncaz(ETOF PROPERrvuNE FENCE SCALE NTS
PP POWER POLE CORNER CORNER
\ ai(N)OFCORNERENDFENCE 00875500099900
FIRE HYDRANT TBR TO BE REMOVED a4/N14a2(K9j OFCORNER
rT POWER TRANSFORMER EX EXISTING 4 9E I -- —� -- _— p �
RAJ RIGHT-OF-WAY @ y 8 o
® WATER METER \ 008938000 osoo Lors SURVEY/NFORMAT/ON g U U
pA WATER VALVE
p OPEN SPACE/ PLAT OF LEGAL DESCRIPTION
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A � SIGN POST \ STORMWATER I JENSEN R o 0 0
-C \ TRACT 997 4 FARM LOTS I 99015ENSENSNO DNISHC$ACCORDING TO THE PLATRECORDED UNDER RECORDING NO. R.
LIGHT POLE � ( 1 I 2 ( 3 I � DIVISION 1 I 9904165008,INSNOHOMISHCOUNTYWASHINGTON. h . .
❑ TELCO RISER \ ( gL 3 I PLAT OF SITUATEIN THECOUNTYOFSNOHQMISH,STATEOFWASHINGTON o
CONIFEROUS TREE q�n (, A.F.#9904155005 JENSEN FOUNDRERAR WrcAPSTAMPED FARM VERTICAL DATUM
PROPOSED STORM SYMBOLS PROPOSED WATER SYMBOLS \ °I27rco.rTN)80 1'(n9 OF DIVISION NA VD 88 INAVD88.367 NGVD29) c
SYMBOL DESCRIPTION SYMBOL DESCRIPTION
CORNER 3 0 40' 80' FOUND CASED CONCMON.W/1-1/2'BRASS DISK d PUNCH.DOWN0.21 °3
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DRIVER ACCESS/UTILITY A.F.#9904155006 I VI3ITE03-29-24
[ SD CAP C WATER CAP FOUNDRESARWICAPSTAMPED- " TRACT 999 ; ELEV.=14728'
°127WATCORNER $� 6# PER GPS OBSERVATION
❑� TYPE 1 CATCH BASIN,GRATED LID ► CONCRETE BLOCKING �FouNDc4sEo cONc MOH.
LOT 27 A W/zeRnSBISKa PUNCH LOT 7 BASIS OF BEARING
❑r• TYPE I CATCH BASIN,SOLID LID III 11.25°BEND A DOw,vS3:wsirED3-2s24 LOT 26 H' OPEN SPACE PER THE PLATOFJENSENS FARM OlKSION3AS RECORDED UNDER SNOHOMISH COUNTY
I
TYPE 2CATCH BASIN,GRATED LID 22.5°BEND PLAT OF STORMWATER PLAT OF RECORDING N0.990415800Q THE MONUMENTED CENTERLINEOFJENSENS FARM LANEAS THE a)O JENSEN PLAT OF z
rn
TYPE 2 CATCH BASIN,SOLID LID I 45°BEND FARM JENSEN . TRACT 998 JENSEN BEARING OFN4934'O6"W,AS SHOWNHEREON
\ FOUNDRE64R WTCAP FARM
IS BEEHIVE MANHOLE COVER _ 90°BEND DIVISION FARM STAMPED°127WATCORNER DIVISION EQUIPMENT&PROCEDURES w ¢¢
3 i DIVISION METHOD OF SURVEY. 3
• SQUARE YARD DRAIN VALVE A.F.499041550 3 tI 3 �A T SURVEY PERFORMED BYFIELD IRA VERSE AND REAL TIME KINEMA 77C GPS -C m' A.F.#9904155006
• ROUND YARD DRAIN HYDRANT ASSEMBLY A.F.#9904155006 I ��y� "V / PQSIrIONING UTILIZING THE SMAR7NETNE7INORK = o
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eaAss DlsK
STORM PIPE vls1.3 � .Q.Q� /LOT9 ALL EQUIPMENTHAS BEENEMAINTAINED INADJUSTMENT TO MANUFACTURERS
*07 a auN0H 0owM oe.
NR-VAC ASSEMBLY JENSEN �� SPECIFICARONSAS REQUIRED BY WAC 332-130-100 O
PROPOSED SEWER SYMBOLS FARM PLAT OF Tn
PRECISION:
19 WATER METER \ DIVISION s��/ 4yE`
l / MEETS OR EXCEEDS STA TE STANDARDS BETSY WAC 332-130-080 THROUGH
JENSEN i 332-130-110
SYMBOL DESCRIPTION
WATER PIPE 3 �Q' FARM
C SEWERCAP A.F#9904155006 Q� \ DIVISION REFERENCES
® SEWER CLEANOUT A LOT 24 \ A.F.49904155006 (RI) PLATQFJENSENFARM DIVISION3-A.F.#9904155Lm6
O SEWER MANHOLE / PLAT OF A LOT 7 \ SURVEYNOTES W
SEWER PIPE JENSEN \ `\ j THIS ON ONLY,AND
EN DOES PREPARED FOR TOANYUNAE USE DTHIRD ARRES WHOSE PAR77EWTHOUAMPRESS AR
FARM FouNDCASED CONC MON, PLAT OF HEREONONLY,AND DOES NOTEXTEND TOANYUNNAMED THIRD PARTIES WITHOUT EXPRESS
DIVISION / W11FRASIDISKa PUNCH RECERTIFICA77ONBY THELAND SURVEYOR OFRECORD. '^
DOWNos:v07503-2P24 JENSEN of
3 i FARM BOUNDARYLINES SHOWNAND CORNERSSETREPRESENTDEED LOCATIONS OWNERSHIPLINES
\04155006 / DIVISION MAY VARY NO GUARANTEEQFOWNERSHIP IS EXPRESSED OR IMPLIED.THIS SURVEYWAS fV
/ / 3 PERFORMED WITHOUTTHEBENEFITOFA TITLEREPORTAND DOES NOTPURPORT TO SHOWALL W
/ A.F.#99 \ EASEMENTS RESTRICTIONS,RESERVATIONS,AND OCCUPATION WHICHMAYENCUMBER 77TLEOR
04155006
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EARTHWORK QUANTITIES CONTACT LIST TABLE OF CONTENTS PROJECT INFORMATION 0
STRIPPING: 200 CY DEVELOPER: CIVIL ENGINEER: 1 COVER SHEET TAX PARCELS: 00893BOX00500 H d1
CUT: 400 CY 9 INFILTRATION GALLERY SECTIONS SITE ADDRESS: 7917 JENSEN FARM LANE
Co LAND
GROUP
810516TH AVE ENGINEERING
FILL: aaocv 2 EXISTING CONDITIONS MAP ARLINGTON, d'
c/o LAND PRO GROUP 8105166TH AVE HE AND DETAILS '�,i Z
NET: 0 CY(CUT/FILL) 1051520TH ST SE,SUITE#202 REDMOND,WA 98052 3 TESC PLAN SITE AREA: 13,674 SF (0.31 AC)
o LAKE STEVENS,WASHINGTON 98258 CONTACT',TOM ABBOTT,PE 10-11 NOTES AND DETAILS H
� DISTURBED AREA: 16,979 SF (0.38 AC) EXISTING ZONING: RHO(RESIDENTIAL HIGH CAPACITY) E•1 W
THE ABOVE QUANTITIES ARE FOR PERMITTING PURPOSES.CONTRACTOR TO VERIFY. 4 TESCNOTESANDDETAILS
CONTACT:MARK VILLWOCK PHONE',(425)281-8324 12 SANITARYSEWER PLAN USE: 4 TOWNHOMES
PHONE:(425)231-2718 EMAIL:tabbott@solidgroundpnw.com 5 HORIZONTAL CONTROL PLAN 13 SANITARY SEWER PROFILES BUILDING SETBACKS: 10'FRONT ,�
= EMAIL:mvillwcek@landprogrp.com 5'SIDE 0 M
6 ROAD AND GRADING PLAN 14 SANITARY SEWER DETAILS 15'REAR pq
a
GEOTECHNICAL ENGINEER: LANDSCAPE ARCHITECT: J STORM DRAINAGEPLAN 15 WATER PLAN WATER: CITY OF ARLINGTON W �1. 14
TERRA ASSOCIATES,INC ORIGIN DESIGN GROUP SEWER: CITY OF ARLINGTON R
12220113TH AVE NE,STE 130 1031185TH AVENUE NE 8 ROAD AND STORM DRAINAGE PROFILES 16 MAILBOXPLAN POWER: SNOHOMISH PUD PROJECT FILE No.PWD 3608 0
KIRKLAND,WASHINGTON 98034 SNOHOMISH,WASHINGTON 98290 GAS: CASCADE NATURAL GAS Ey
AND SECTIONS CITY OF ARLINGTON
CONTACT:CAROLYN PE CONTACT:H,WASLLOWS TELEPHONE: COMCAST
PHONE:(425)821-7777 EXT 103 PHONE:(425)346-1905 CABLE: COMCAST CONSTRUCTION DRAWING REVIEW APPROVAL
EMAIL:cdecker@terra-assooiates.com EMAIL.krystal@origindesigngroup.com SCHOOL DISTRICT: ARLINGTON SCHOOL DISTRICT NO 16
FIRE DISTRICT: NORTH COUNTY REGIONAL FIRE AUTHORITY THIS PLAN HAS BEEN RENEWED AND EVALUATED FOR GENERAL COMPLIANCE WITH THE CITY OF 0
AIRPORT PROTECTION DISTRICT:SUB-DISTRICTC ARLINGTON CODES AND ORDINANCES.CONFORMANCE OF THE DESIGN WITH ALL APPLICABLE
SURVEYOR: LAWS AND REGULATIONS IS THE FULL AND COMPLETE RESPONSIBILITY OF THE LICENSED DESIGN
PACIFIC COAST SURVEYS,INC. ENGINEER WHOSE STAMP AND SIGNATURE APPEAR ON THIS SHEET,ACKNOWLEDGEMENT OF DRAWN BY: KMA
P.O.BOX 13619 CONSTRUCTION DRAWING REVIEW DOES NOT IMPLY CITY APPROVAL FOR CONSTRUCTION
MILL CREEK,WASHINGTON 98082 ACTIVITIES THAT REQUIRE OTHER COUNTY,STATE OR FEDERAL PERMIT REVIEW AND APPROVAL. CHECKED BY: TPA
CONTACT.DARREN RIDDLE,PLS THE PROPERTY OWNER AND LICENSED DESIGN ENGINEER SHALL BE RESPONSIBLE FOR THE DATE: 5.21-24
PHONE.(425)512-709 ACQUISITION AND COMPLIANCE OF ALL APPUCABLE PERMITS AND/OR AUTHORIZATION WHICH
g FAX(425)357-3577 MAY INCLUDE,BUT ARE NOT UMITED To,WSDFW HYDRAULIC PROJECT APPROVAL(HPA),WSDOE JURISDICTION:CITY OF ARLINGTON
EMAIL:danen@pcsuweys.net NOTICE OF INTENT(NOIL ARMY CORP OF ENGINEERS FILL PERMITS AND THE REQUIREMENTS OF JOB NUMBER: 24-0041C
THE ENDANGERED SPECIES ACT.
BY.
8 SURVEY DISCLAIMER UTIL/TYNOTE DEVELOPMENT SERVICES MANAGER CS-Ol
THE TOPOGRAPHIC SURVEY WAS PERFORMED BYPAC/F/C COAST SURVEYS. THE CONTRACTOR SHALL VERIFY THE DATE: 0$/23/2025 �s
8 SOLID GROUND ENGINEERING ASSUMESNO LIABILITY ASTO THE ACCURACY LOCATION OF ALL EXISTING UTILITIES PRIOR TO 1 OF 1V
AND COMPLETENESS OF THIS DATA.ANY DISCREPANCIES FOUND BETWEEN ANY CONSTRUCTION.AGENCIES INVOLVED
THESE APPROVED CONSTRUCTION PLANS EXPIRE AFTER 18 MONTHS FROM THE DATE
R SHOULD SHOWN BEBROUNTHE IMMEDLS AND ELYTO 7 T IS EATTE 770N THE OFTHEE SHALLPRIORTNOTIFIED THE WITHISTART FCONS ABLECONSTRUCTION.
SAFETY IS IN EVERY
TIME. SHOWN ABOVE OR UPON EXPIRATION OF PRELIMINARY PLAT OR SITE PLAN APPROVAL.
SHOULD BEBRDUGHTIMMEDIATELYTOTHEATTEN770NOFTHEENGINEER. TIME PRIOR TO THE START OF CONSTRUCTION. EVERY DIG.EVERY TIME.
SW 1/4, SE 1/4, SEC 11, T31N, R05E, WM, ARLINGTON, WASHINGTON N\
VA
SSMH RIM=129.62 - �� CBRIM=133.08 " T�
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PER 7HEPLATOFJENSEN'SF4RM0MSION3AS RECORDED UNDER SNOHOMISH COUNTY PLAT OF FOUND casEDcoNC MON
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RECORDING N0.9904155006,THEMONUMENTED CENTERUNEOFJENSENS FARMLANEASTHE JENSEN FARM W/PRRASSDrK&PUNCH Q)
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THISSURVEYHAS BEENPREPARED FOR THEEXCLUSIVEUSEOFPARRES WHOSENAMESAPPEAR IEir'wC(NV,9=12T.9T /
HEREON ONLY,AND DOES NOTEVEND TOANYUNNAMED THIRDPARTIES WRHOUTEXPRESS � ;i F- V IE 12"PVC(SE)=12809 2 (�
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LEGEND AND ABBREVIATIONS / s\ \/\ ' JENSEN FARM Z
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EXISTING SYMBOLS DESCRIPTION ABBREVIATIONS / \ '`\ \ \ A.F.#9904155006 V
® MONUMENT IN CASE GPM GAS PAINT MARK ``\ 11 COULD NOT OPE \
• FOUND REBAR W/CAP CB CATCH BASIN i
0 EXISTING CORNER MONUMENT AS NOTED IE INVERT ELEVATION / !y i ♦\ s \ \\ \\ a SO STORM DRAIN
OO STORM MANHOLE SS SANITARY SEWER `\ / / / \ \\ \ \\ ra
a SEWER CLEANOUT SSMH SANITARY SEWER MANHOLE C CEDAR ♦\ \ 06
SEWER MANHOLE LOT 24 / LOT 7 ♦ 1 WED
USK NC MON
sQ \
❑ CATCH BASIN PVC POLYVINYL CHLORIDE PIPE PLAT OF / '// �� PLAT OF \ \ s W RRANCH 04
00 06,WSRED32924 \ 0
CPP CONCRETE PRESSURE PIPE
0 IRRIGATION CONTROL VALVE PP POWER POLE y ♦ \ SSMHRI 1M24 ♦ \ (~
JENSEN FARM l y FOUNDOSSDISK&P MOH JENSEN FARM \
FIRE HYDRANT TER TO BE REMOVED 00 WSIITED 32K&PUNDRDORr4 ♦ IEe"wc( 11zB3t \
DIVISION 3 / 0c wsI ED32 24 DIVISION 3 \ \ z
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DRAWN BY: KMA
PROJECT FILE No.PWD 3608 CHECKED BY: TPA
DATE: 5.21-24
CITY OF ARLINGTON
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CONSTRUCTION DRAWING REVIEW APPROVAL JURISDICTION:CINOFAR24N�'C
THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE CONDITIONS
ON THE TITLE SHEET.
8 SURVEY DISCLAIMER UTILITY NOTE
EC-Ol
BY:
THE TOPOGRAPHIC SURVEY WAS PERFORMED BYPACIFlC COAST SURVEYS. THE CONTRACTOR SHALL VERIFY THE DEVELOPMENT SERVICES MANAGER
SOLD GROUND ENGINEERING ASSUMES NO LIABILITY AS TO THE ACCURACY LOCATION OF ALL EXISTING UTILITIES PRIOR TO 2 OF 16
AND COMPLETENESS OF THIS DATA.ANY DISCREPANCIES FOUND BETWEEN ANY CONSTRUCTION.AGENCIES INVOLVED DATE: 05/231/2025 THIS APPROVAL VAUD FOR 18 MONTHS
R WHATIS SHOWN ON THEPLANSAND WHATISNOTED IN THE FIELD SHALL BE NOTIFIED WITHIN A REASONABLE SAFETY IS IN YOUR HANDS.
SHOULD BEBROUGHTIMMEDIATELYTO 7HEATTENRONOFTHEENGINEER. TIME PRIOR TO THE START OF CONSTRUCTION. EVERY DIG-EVERY TIME.
SW 1/4, SE 1/4, SEC 11, T31N, R05E, WM, ARLINGTON, WASHINGTON
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LEGEND N �5 '
CLEARING LIMITS
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TREE PROTECTION FENCE Y�Oi A�'y5
\ LOCATION OFEXISTING GAS LINE
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\ SEDIMENTATION
COMPACTION AND
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seDIMENrnnoNTHRouGRour ENGINEER'S STAMP
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PRE DEVELOPMENT DRAINAGE PATTERN �� — ———— ———— ————— ———————————— ————-
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CONSTRUCT/ON SEQUENCE \ \ \\ I 1 2 i 3 i 4 PLAT OF
1. PRIOR TO ANY CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL w s \ \\ I \� JENSENFARM Z
SCHEDULE AND ATTEND A PRE CONSTRUCTION CONFERENCE WITH THE `` \ DIVISION 3 0
CITY STAFF CESCL SHALL ATTEND CONFERENCE. `'�� \ U) 8 o 0
2. INSTALL INTERIM CATCH BASIN PROTECTION, ` \\ � \ \ \ A.F.#9904155006 LOT 8 � r U U
3. INS TALL ROCK CONSTRUCTION ENTRANCE. s� \ I UJ
4. STOCKPILE ALL EROSION MATERIALS ON SITE. 'v \ �A o w
5. FLAG CLEARING LIMITS. s° PLAT OF a
6. ARRANGE FOR CITY TO INSPECT AND APPROVE CLEARING UNIT FLAGGING \
CB RIM-1zsw JENSEN FARM
PRIOR CLEARING. ♦ I
7. INSTALLSTALL F FILTER FABRIC FENCE AND CONSTRUCTION FENCES AS SHOWN. IE1rPvgNwl-1zss3 � � , DIVISION 0
8. BEGIN CLEARING AND GRADING. IE1rwc(sM-12621 O/A ♦ �: CONAiRUCT10NPARKING A.F.#9904155006
9. CLEAR FOR UTILITIES AND INSTALL ALL BURIED UTILITIES.
10. INSTALL ALL OTHER UTILITIES � ; "- m In
11. FINAL GRADE DRIVEWAYS �' __ -- -- 7
12. FULLY INSTALL DRIVEWAYS ACCESS&UTILITIES c oy N
13. INSTALL FINAL PAVING CURBING AND SIDEWALK yob \ T DRIVER TRACT998
14. STABILIZE UNPAVED AREAS WITH LANDSCAPING OR HYDROSEEDING AS
PERMANENT COVER AND AS REQUIRED PER BMP T5.13. \ } 4°0 INFILTRATION CAL RY FACILTYTO BE PROTECTEDFRO I "
15. CLEAN OUT STORM SYSTEM AND STRUCTURES WHEN CONSTRUCTION IN THROUGMPAOTIONAADSROIN,TYP ION
COMPLETE
\ 'iHRouGRourcoNSTRucnoN,ivP
16. ALLTEMPCRARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE LOT27 f '" C
REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED OR ` ;r�
°°
AFTER THE TEMPORARY BMPS ARE NO LONGER NEEDED TRAPPED i ` \� yy V a) W
SEDIMENT SHALL BE REMOVED OR STABILIZED ON SITE.DISTURBED SOIL PLAT OF A -\� \ �, Z
AREAS RESULTING FROM REMOVAL SHALL BE PERMANENTLY STABILIZED. JENSEN FARM �,="�, \ \,,-'
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DRAWN BY: KMA
PROJECT FILE No.PWD 3608 CHECKED BY: TPA
DATE: 5.21-24
g EARTHWORK QUANTITIES OTYQFWIN REVIEW
� STRIPPING: 200'Cy
, CONSTRUCTION DRAWING REVIEW APPROVAL JOB NUMBER:
JURISDICTION:CITY OF AR21�1C
CUT: DO CY THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE CONDITIONS
FILL: 400 CY , ON THE TITLE SHEET.
8 DISTURBED AREA: 106,979SFNT�ILL) )0.38AC) SURVEY DISCLAIMER UTILITYNOTE ® BY. .�p�-�Y ER-01
Ug THE ABOVE QUANTITIES ARE FOR PERMITTING PURPOSES.CONTRACTOR TO VERIFY. THE TOPOGRAPHIC SURVEY WAS PERFORMED BYPACIF70 COAST SURVEYS. THE CONTRACTOR SHALL VERIFY THE DEVELOPMENT SERVICES MANAGER
SOLD GROUND ENGINEERING ASSUMES NO LABILITY ASTO THE ACCURACY LOCATION OF ALL EXISTING UTILITIES PRIOR TO 3 OF 16
AND COMPLETENESS OF THIS DATA.ANY DISCREPANCIES FOUND BETWEEN ANY CONSTRUCTION.AGENCIES INVOLVED DATE: 05/231/2025 THIS APPROVAL VALID FOR 18 MONTHS
WHATIS SHOWN ON THEPLANSAND WHATISNOTED IN THE FIELD SHALL BE NOTIFIED WITHIN A REASONABLE SAFETY IS IN YOUR HANDS.
SHOULD BEBROUGHTIMMEDIATELYTO 7HEATTEN770NOFTHEENGINEER. TIME PRIOR TO THE START OF CONSTRUCTION. EVERY DIG.EVERY TIME.
SW 1/4, SE 1/4, SEC 11, T31N, R05E, WM, ARLINGTON, WASHINGTON xx
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1. INSTALLATION'THE BEAOF THE ENTRANCE SHOULD BE CLEARED OFAILVEGETATION,ROOTS AND
ENSIONS
GRADING AND EROSION CONTROL NOTES: THE THIRTEEN ELEMENTS OFA CONSTRUCTION SWPPA AN FAIN GE ONBLESREQUI REQUIRED BECAUSE OF WASHIALL NG PLACED
BE CONSTRUCE SPECIFIEDTED
ED ACCORDING
TO DRAINAGEONSINTHREQUIREDBECAUSEOFWASHING SHOULD BE CONSISALLIE ACCORDING
TO SPECIFICATIONS IN THE PLAN.SPECIFICATIONS.WBH RACK$BE USED TIIEYSHQULD BE INSTALLED ACCORDING
CIIYOF BLINGTON TESC NOTES', THE BMPS REFERENCED BELOW ARE PER THE20195TORMWATERMANBEMEM MANUAL FOR WESTERN WBHINGTON. TOMANAT:4'8'OUMRSPhL. ssxr FFnnQ
2. ANTRA NC DIMENSIONS:
OUBRVSPAGGR
1, APPROVAL OF THE TEMPORARY EROSION/SEDIMENT CONTROL(TESC)PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR STORM DRAINAGE 1, MARK CLEARING LIMITS:THE CLEARING LIMITS BE INDICATED ON THE PUN SHEET,CLEARING AND GRADING WILL BE LIMITED TO ONLY AREAS THAT NEED TO BE DISTURBED FOR G FADING,AND 3.THE F LLEDIMENFTLETHEAGGIR INGE LAYER SSAND EGRESSTIEBT1 LENGTH
THICK.ITTRANCEIEND �S'YAONAL
DESIGN, PLACING OR STOCK PUNG FILL AND TO PRESERVE B MUCH NATURAL VEGETATION AND THE DUFF LAYER B POSSIBLE.FIELD MARKING THE CLEARING UNITS SHALL BE COMPLETED PRIOR TO P0� THE FULL WIDTH OFTIIEVEHICUTAA INGRESSAND EGPESSABEA.THE LENGTH OF THE ENTRANCE
2 ATESC PUN MEETING THE DOE STORM WATER MANAGEMENT MANUAL ADOPTED By THE CITY SHALL BE SUBMITTED TO THE CITY FOR APPROVAL PRIOR TO ANY ANY CLEARING OR DISTURBING THE SITE
4}V'� /2x 4 MUST BE. WAS HINGAT LEAST
00 FEET THE STLE ARESUCH THAT MOST OFTHE MUDI$NOT REMOVED FROM
WORKONTHESIIE,AN APPROVED COPY MUST BE MAINTAINED ON-SITE AND BE READILY AVAILABLE TO THE CITY INSPECTOR AT THEIR REQUEST. BMPS. O9F•�ry•,��$.�, VEHICLE TIRES BY CONTACIF NTH HE GRAVEL,THEN THE TIRES MUST BE WASHED BEFORE VEHICLES
C103 HIGH VISIBILITY PLASTIC OR METAL FENCE O BC�/Ai„�VTq PATERA UBUC ROAD.WASH WATER
BE CARRIED
HE USED FROM
MTHEWASHINCE LOASLING ENGINEER'S STAMP
B THE TESC BMP'S SHOWN ON THE PUN MUST BE INSTALLED PRIOR ALL CLEARING ANDGRADING ACTIVITIES,AND IN SUCH MANNER ENSURE OYY
C233 SILT FENCE O p�QO 09
THAT SEDIMENT-LAD SIN WATER DOES NOT ENTER THE DRAINAGE SYSTEM,LEAVE THE SITE,OR VIOLATE APPLICABLE WATER QUALITY STANDARDS,MAINTENANCE, O O Awy-yT,, F C0 VENIENTANDEFFECTIVE.
ORE
REPLBEMEM,AND UPGRADING OF THE TESC PLAN IS THE RESPONSIBILINOF THE CONTRACTOR CONSTRUCTION IS COMPLETE AND APPROVED BY 2. ESTABLISH CONSTRUCTIONACOE$$'.ACCESS THE CONSTRUCTION SITE SHALL BE LIMITED TO THE HOCK CONSTRUCTION ENTRANCES). �(.�O �QO��p "rTF�`SGj� 5. MAINTENANCE:THE ENTRANCE SHALL BE MAINTAINED IN ACONDITION WHICH WILL PREVENTTMCKING
CITY BMPS'. O O 0(JQ��oOO��J OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY.TIIIS MAY REQUIRE PERIODIC TOP DRESSING WRH
C105 STBUZED CONSTRUCTION ENTRANCE O�rJO�QO �Q�O�O 2-INCH STONE,AS CONDITIONS DEMAND,AND REPAIR AND/OR CLEAN OUT ANY STRUCTURES USED TO
4. THE BOUNDARIES OF THE CLEARING LIMITS,SHOWN ON THE TESC PUN,SHALL BE CLEARLY FENCED OR FLAGGED IN THE FIELD PRIOR TO STARTING 00 O ��Q p TRAP SEDIMENT.P MATERIALS SPILLED,DROPPED,WASHED OR TRACKED FROM VEHICLES ONTO
3. CONTROL FLOW HATES:FLOW RATES ARE NOT ANTIC RATED TO REQUIRE FLOWCONTROL ON THIS PROJECT DUE TO THE PROJECT SIZE AND SCOPE W OO ROADWAY OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY.
CONTAINEDSTRUCTONBY THE
DISTURBANCE BEYOND THEDURATION
FENCED TFE CONSTRUCTION
PROJECT
BE PERMITTED,THE FENCING AND/OR FLAGGING SHALL BE 4. INSTALSEDIMEIJTCONTROIS'.SEDIMENT CONTROL WILL BE PROVIDED THROUGH A COMBINATION OF SILT FENCE AND STORM DRAIN INLET PROTECTION. O D��O Q� ��
MAINTAINED BYTHE CONTRACTOR FOR THE DURATION OF THE CONSTRUCTION PRQIECT, ZJ Opp(O� n^O
BMPS.
5. THETESCFBICRIES SHOWN ON THE PLANSAND HE ADDED
NEEDED,FOR FOR THE UNEXPECTED ICIPATED SITE STORM
AND CONSTRUCTION DURINGCHANGED CONSTRUCTION PERIOD, C230 STORM FENCE DRAIN INLET PROTECTION QvU CJ—QOOoO
TIffU IR ESC FACILITIES SHALL BE UPGRADED AND ADDEDTO B NEEDED,FOR UNEXPECTED STORM EVENTS AND TO REFLECT CHANGED CONDITIONS,AS R=25'MIN O MAINTENANCE STANDARDS:
C233 SILT FENCE QQ
REQUIRED BYTHE CON.
O
5. $TBILLZE SOILS:TEMPORARY AND PERMANENT SOILSTABILLZATION WILL BE PROVIDED.TEMPORARY STABILIZATION WILL BE PROVIDED TO EXPOSED WORKED EARTH.FROM OCTOBERI UNTIL — �O � 1, QUBRYSPAl1S(OR HOG FUEL)SHALL BE ADDED IFTHEPAD IS NO LONGER IN ACCORDANCE WITH
6. THE CONTRACTOR SHALL PROVIDE THE CRY A 24-HOUR EMERGENCY CONTACT PHONE NUMBER OF THE COMPACTOR'S CERTIFIED EROSION CONTROL APRIL 30,NO EXPOSED SOIL MAY REMAIN EXPOSED AND UNWORKED FOR MORE THAN TWO DAYS,FROM MAY I UNTILSEFTEMBER 30,NO EXPOSED SOIL MAY REMAIN EXPOSED AND UNWORKED �Q �Y� THE SPECIFICATIONS,
SUPERVISOR PRIOR TO STARTING CONSTRUCTION, FOR MORE THAN SEVEN DAYS. IS 2.IF THE ENTRANCE IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT,THEN
BMPS. 4'b'QUARRY SPALLS ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED.THIS MAY
1. THE TESC FACILITIES SHALL REINSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE CONTINUED FUNCTION AND OPERATION. PUCEAT FLJTUPE INCLUDESTREETSWEEPING AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE ORTHE �w
C120 TEMPORARY AND PERMANENT SEEDING INSTALLATION OF A WHEEL WASH,IFWASHING IS USED,ITSHALL BE DONEON ANAREACOVEPEDWITH o
0. BETWEEN OCTOBER I AND APRIL 30,DISTURBED AREAS THAT ARE TO BE LEFT UNWORKED FOR MORE THAN TWO(2)DAYS SHALL BE IMMEDIATELY COVERED BY C123 PLASTIC COVERING SUBGRADEELEVATIONIF CRUSHED ROCK,AND WASH WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND.PROYDETIREWASH
() .
MULCH,COD OR PLASTIC COVERING BETWEEN MAY AND SEPIEMBER 30,DISTURBED AREAS THAT ARE TO BE LEFT UNWORKED FOR MORE THAN SEVEN(O DAYS C121 MULCHING GEOTEXT POSSIBLE ILE FABRIC MIRAFI 5T OR EQUIV FOR ALL WINTER GRADING.
SHALL BE IMMEDIATELY COVERED BY SEEDING OR OTHER APPROVED METHODS ( 8 ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. GO
fi. PROTECT SLOPES:SLOPES SHALL BE PROTECTED FROM EROSION THROUGH COVER AND SOIL STABILIZATION. LAIDUNDEP QUARRY SPACES. THE
SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON-SITE.THE PAVEMENT Z
9, SEDIMENT DEPOSITS SHALL BE REMOVED FROM ALL CATCH BASINS,PRE-TREATMENT/SEDIMENT POND,AND SEDIMENT TRAPS UPON REACHING A DEPTH OF 12 BMPS: SHALL NOT BE CLEANED BY WASHING DOWN THE STREET,EXCEPT WHEN SWEEPING IS INEFFECTIVE O O 0.INCHES. C12D TEMPORARY AND PERMANENT SEEDING PROVIDE FUILWIDTHOF HALL
THERE IS A THREAT TO PUBLIC SAFETY.IF IT IS NECESSARY TO WASH THE STREETS,THE 8
C123 PLASTIC COVERING INGRESS IEGRESS AREA CONSTRUCTION OF A SMALL SUMP SHALL BE CONSIDERED.THE SEDIMENT WOULD THEN BE WASHED
10, AM'PERMANENT RETENTIONIDETENTION FACILITY USED ASATEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL INTO THE SUMP, LU
C121 MULCHING
MEASURES,SHALL PROVIDE ADEQUATE STORAGE CAPACITY,AND SHALL BE CLEANED OUT ENTIRELY ONCE THE SITE IS STABILIZED IF THE PERMANENT FACILITY IS ROCK CONSTRUCT/ON ENTRANCE 4. ANY ROCK SPALLSTHAT ARE LOOSENED FROM PAD AND END UP ON THE ROADWAY BE ¢ O w
TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM,THE FACILITY SHALL NOT BE USED AS A TEMPORARY SETTUNG BASIN. 7. PROTECT DRAIN INLETS'.INLET PROTECTION SHALL BE INSTALLED IN ALL CATCH BASINS AND REMAIN UNTIL CONSTRUCTION OF ALL THE RESIDENCES WITHIN THE DEVELOPMENT HAS BEEN REMOVED IMMEDATELY. o
COMPLETED.INLET PROTECTION SHALL BE INSPECTED REGULARLY AND THE FILTER FABRIC CLEANED/REPLACED AS NECESSARY WHEN PROVIDING MAINTENANCE TO THE INLET PROTEC TON,THE _ 5.IF VEHICLES ARE ENTERING OR EXITING THE SITE AT POINTS OTHER THAN THE CONSTRUCTION
11, WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED,FAST GERMINATING GRASSES SHALL BE APPLIED ATB APPROXIMATE RATE OF 120 LEE PER FABRIC SHALL BE REMOVED IN SUCH AWAY BTO NOT ALLOW THE RETAINED SEDIMENT TO FALLIMO THE CATCH WIN fI;JT O .;SL ENTRANCES),FENCING(SECTION 5.4,1)SHALL BE INSTALLED TO CONTROL TRAFFIC aVi w w w
ACRE. BMPS p all a,
12, WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED,IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF 3 INCHES,OR 3,000 POUNDS PER C220 STORM DRAIN INLET PROTECTION
ACRE. 8. STABILIZE CHANNELS AND OUTLETS:ALL CHANNEL SLOPES SHALL BE CONSTRUCTED AND PROTECTED AGAINST EROSION.
13, SOIL STOCKPILES SHALL BE STABILIZED WITHIN 24 HOURS,WHEN ACTIVELY WORKING WITH THE SOIL STOCKPILE,STABILIZATION BY GROUND COVER BMPS SHALL BMPS'. ADAPTERSFEC
KIRT -
OCCUR AT THE END OF EACH WORK DAY, C200 IMEflCEPiOfl DIKE AND SWALE FFORAPEPFECT
C207 CHECKDAM$ >) RETRIEVAL STRAP G
14, STABILIZED CONSTRUCTMEASURES
BE RENCES QUIRED TO
BE INSTALLEDTHATALL PAVE AREAS/ARE
KEPT CLEAN FOR THE
DUATIONOF FOR THE DURATION OF THE PROJECT, 9, CONTROL POLLUTANTS POLLUTANTS SHALLBE CONTROLLEDG PER POLLUTANT CONTROL IN
SEE THIS-WATERING CONTROL
NOTES. ,
ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CEEB FOR THE DURATION OF THE PROJECT. 10. CONTROL DE-WATERING:DISPOSAL OPTIONS FOR DE-WATERING WATER BEBSPECIFIED IN THE DE-WATERING CONTROL NOTES$EETHISSHEET FOB NOTES.IN ADDITION,THE FOLLOWING
15 MAINTENANCE AND REPAIROMEDAMA OF TESC FACILITIES AND STRUCTURES SHALL BE CONDUCTED IMMEDIATELY UPON RECOGNITION OFAPROBLEM OR WHEN THE TESC
BAR TO BE USED FOR SEDIMENT TRAPPING AND TURBIDITY REDUCTION INCLUDE:
MEASURES BECOME DAMAGED. C151 CONCRETE HANDLING -
11. MAINTAINS PS.MAINTENANCE OF THE BMPS IS SPECIFIED IN THE CONSTRUCTION SEQUENCE AND GRADING AND EROSION CONTROL NOTES,SEE SHEET ERKI AND THIS SHEET.
16, UPON COMPLETION OF THE PROJECT,ALL BMP'S SHALL BE REMOVED FROM THE SITE AND RIGHT OF WAY,IF BMPS ARE REQUIRED TO REMAIN IN PUCE FOR 12. PROJECT MANAGEMENT.THE GRADING AND EROSION CONTROL NOTES SPECIFYSEASONAL WORK LIMITATIONS.BMPS SHALL BE MAINTAINED PER ELEMENT#11. C_
FURTHER PROTECTION,ARRANGEMENTS FOR REMOVAL SHALL BE MADE WITH THECITYINSPECTOR. 13, PROTECTLIDBMP'S:SILT FENCING AND/OR ORANGE CONSTRUCTION FENCING WILL BE UTILIZED TO PROTECT THE INFILTRATION AREAS FROM OVERCOMPBTION THROUGHOUT CONSTRUCTION.
C103 HIGHVISIBILI1Y PLASTIC OR METAL FENCE
17 THEDUFFUYERAND NATIVE TOPSOIL SHALL BE RETAINED IN AN UNDISTURBED STATE TO THE MAXIMUM EXTEND PRACTICABLE.ALL AREAS SUBJECT TO CLEARING GEOTEXTILE FABRIC W N AND GRADING THAT WILL NOT BE COVERED BY IMPERVIOUS SURFACE,INCORPORATED INTO A DRAINAGE FACILITY OR ENGINEERED AS FILL OR SLOPE C233 SILT FENCE C
SHALL DEPTH,AT THE PROJECT COMPILE IION,DEMONSTRATE THE REQUIREMENTS ESTABLISHED IN T5.130F THE 20195WMMWW,POST CONSTRUCTION SOIL QUALITY AND DE-WATERING CONTROL NOTES OVERFLOW(TO y
STORM
S PEAR W t¢
ALL TURBID DE WATERING WATER SHALL BE DISPOSED OF USING ONE OF THE FOLLOWING OPTIONS: VOLUMES a
1. INFILTRATION, GEOTEXIILE =3 O
SEED OPTIONS MIX 2 TRANSPORT OFFERS INA VEHICLE,SUCH ASA VACUUM FLUSH TRUCK,FOR LEGAL DISPOSAL INA MPNNERTHAT DOES NOT POLLUTE STATE WATERS, FABRIC p
iP
Tabl114.1 represents the standard mix loriMse areaswTerejuMatemporaryvegMaMe Inver is required. 3. ECOLOGY-APPROVEDON SITE CHEMICAL TREATMENT OR OTHER SUITABLE TREATMENT TECHNOLOGIES, do4. SANITARYSEWER DISCHARGE WITH LOCAL SEWER DISTRICT APPROVAL,IF THERE IS NO OTHER OPTION,
5. USE OF A SEDIMENTATION BAG WITH OUTFALL TO A DITCH OR SWAlE FOR SMALL VOLUMES OF LOCALIZED DE-WATERING,OR SEDIMENT —
6. FOUNDATION,VAULT,ANDTRENCH DE-WATERINGWATER,WHICH HAVE SIMILAR CHARACTERISTICS TO STORMWATER RUNOFF AT THE SITE,SHALL BE DISPERSED TO NATIVE VEGETATION AND/OR ACCUMULATION 0
Temporary Erosion Control Seed Mix DISCHARGED TOA SEDIMENTATION FACILITY. STORM DRAIN INLET PROTECTION U)
%weight %Purity %Germimalbn POLLUTANT CONTROL NOTES
Chevnngs or annual blue grass NOT TO SCALE ^
tesluca rubs vat.commutate or we arms 40 98 �1
1. ALL POLLUTANTS,INCLUDING WASTE MATERIALS AND DEMOLLTION DEBRIS,THAT OCCUR ON-$IIESHALL BE HANDLED AND DISPOSED OF INAMANNER THAT DOES NOT CAUSE CONTAMINATION OF
Piscrialrye 50 98 90 STORMWATER.WOODY DEBRIS MAYBE CHOPPED AND SPREAD ON SITE.
lolium perenne 2. COVER,CONTAINMENT AND PROTECTION FROM VANDALISM SHALL BE PROVIDED FOR ALL CHEMICALS,LIQUID PRODUCTS,PETROLEUM PRODUCTS,AND NON-INERT WASTES PRESENT ON THE SITE
(SEE CHAPTER 1733M WAC FOR THE DEFINITION OF INERT WASTE).ON-SITE FUELING TANKS SHALL INCLUDE SECONDARY COINTAINMENT. 2'x2"14 GA.WIRE OR EQUIVALENT IF
Rai a colonial benlgrass 5 92 85 3, ALLMAINTENANCEOFHRAW EOUIPMENTAND VEHICLES SHALL BE DONE OFFERS STANDARD STRENGTH FARICBRIC ISUSED
Agmstis slice aAgmstls tennis 4. ACTIVITIES WHICH MAY RESULT IN DISCHARGE OR SPILLAGE OF POLLUTANTS TO THE GROUND OR INTO STORMWATER RUNOFF MUST BE CONDUCTED USING SPILL PREVENTION MEASURES,SUCH FILTERyf V/
Whiledu[ch clavx 5 98 90 ASDRIPPANS.CONTAMINATED SURFACES SHALL BE CLEANED IMMEDIATELY FOLLOWING ANY DISCHARGE OR SPILL INCIDENT.EMERGENCY REPAIRS MAY BE PERFORMED ON-SITE USING ORE DE flFOLLS)
Trilallum rapers TEMPORARY PLASTIC PLACED BENEATH AND,IF RAINING,OVER THE VEHICLE. 1ce
5. WHEEL WASH OR TIRE BATH WASTEWATER SHALL BE DISCHARGED TO A SEPARATE ON-SITE TREATMENT SYSTEM OR TO THE SANITARY SEWER. SL05,=E 1 E
This hurt seed mix In Table43is iordrysilualions where mere is no need for much water the aManlage is that this mix requires 6 APPLICATION OF AGRICULTURAL CHEMICALS,INCLUDING FERTILIZERS AND PESTICIDES,SHALL BE CONDUCTED IN A MANNER AND AT APPLICATION RATES THAT WILL NOT RESULT IN LOSS OF
90
very litlle mdnlenence. CHEMICAL TO STORMWATER RUNOFF.MANUFBTURERS'RECOMMENDATIONS FOR BPLCATION RATES AND PROCEDURES SHALL BE FOLLOWED. _ W
7. BMPS SHALL BE USED TO PREVENT OR TREAT CONTAMINATION OF STORMWATER RUNOFF BY PH MODIFYING SOURCES.THESE SOURCES INCLUDE,BUT ARE NOT UNITED TO,BULK CEMENT, o
CEMENT KILN DUST,FLY ASH,NEW CONCRETE WASHING AND CURING WATERS,WASTE STREAMS GENERATED FROM CONCRETE GRINDING AND SAWING,EXPOSED AGGREGATE PROCESSES,AND B'
CONCRETE PUMPING AND MIXER WASHOUT WATERS.STORMWATER DISCHARGES SHALL NOT CAUSE OR CONTRIBUTE TO A VIOLATION OF THE WATER QUALITY STANDARD FOR PH IN THE MINIMUM 4'x4"TRENCH
Low-Growin tudSeedMix � Posis
BECEIVINGWATER.
%Weight %Puity %Gemninalion NAT
ACK TVIE SOUT IR NCH IT R314"MIN.
Owed tall Tescus beveral varieties) 45 98 y0 DAT WASHED GRAVEMIN.
Feetul.irdinaceavar.
W
Dwadperanmialrye(Barelay) 9 98 W CROSS SECTION E
Lolum perenne ver,bsrelay
RodFax fox.,a 20 98 FILTER FABRIC(MIR4FI 100X OR EOUIV 60'WIDE ROLLS)
JOINS IN FILTER FABRIC SHALL BE SPLICED
Cdonial benigrass AT POSTS.USE STAPLES,WIRE RINGS ORAgme .,
110,Uis tanuis 5 98 90 EOUIVALEMTO ATTACH FABRIC POSTS. 14
�¢ Table 4.4 presents a ma—..ended for bloswales and nine,
1(��1
a intermittently wet areas. - z
N�
TABLE 4.4 0
a Blow Seed Mix _ H
%WeI9N %Purity %Germination z 7 a U f^
Tollormeadowtescus 7580 98 90 w 04
� F~
W Fesluce arundinscea a matica abhor
F O
15 Seaside/Cheeping benlgress 10-15 92 85 N O BURY
FILERF FABRIC MATERIAL 1-� 0
d Pgroslis pal uslris IN8'x12'TRENCH 0 1�
zFroxi benlgrus 11x
Agmshs albs a Agmstls giganlea 5-10 90 80 pq
Yx2'000GUS FlR@60 C.NO. GRADE OP V W M
EQUAL ALTERNATE STEEL FENCE POSTS �l M
E POST SPACING MAY BE INCREASED IF WIRE HACKING IS USED FI WL
NOTES'. 0 vF
1. SEDIMENT DEPOSITS SHALL EITHER BE REMOVED WHEN THE
R DEPOSIT REACHES APPROXIMATELY ONE-THIRD THE HEIGHT OF
THE FENCE,OR ASECOND SILT FENCE SHALL BE INSTALLED.
SILT FENCE DETAIL
NOT TO SCALE
DRAWN BY: KMA
PROJECT FILE No.Pi 3608 CHECKED BY: TPA
DATE: 5.21-24
CITY OF ARLINGTON
g
CONSTRUCTION DRAWING REVIEW APPROVAL JOB NUMBER:
JURISDICTION:CITY OFAR211C
THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE CONDITIONS
ON THE TITLE SHEET.
8 SURVEY DISCLAIMER UTILITY NOTE
BY: ER-02
THE TOPOGRAPHIC SURVEY WAS PERFORMED BY)FACIFlC COAST SURVEYS. THE CONTRACTOR SHALL VERIFY THE DEVELOPMENT SERVICES MANAGER
SOLD GROUND ENGINEERING ASSUMES NO LIABILITY AS TO THE ACCURACY LOCATION OF ALL EXISTING UTILITIES PRIOR TO 4 OF 16
AND COMPLETENESS OF THIS DATA.ANY DISCREPANCIES FOUND BETWEEN ANY CONSTRUCTION.AGENCIES INVOLVED DATE: 05/231/2025 THIS APPROVAL VALID FOR IB MONTHS
WHATIS SHOWN ON THEPLAAS AND WHATISNOTED IN THE FIELD SHALL BE NOTIFIED WITHIN A REASONABLE SAFETY IS IN YOUR HANDS.
SHOULD BEBROUGHTIMMEDIATELYTO 7HEATTEN770NOFTHEENGINEER. TIME PRIOR TO THE START OF CONSTRUCTION. EVERY DIG.EVERY TIME.
SW 1/4, SE 1/4, SEC 11, T31N, R05E, WM, ARLINGTON, WASHINGTON N
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FOUND REHAR W/CAP STAMPED
\ \ "12716'02'(E)OF CORNER 6' AFOISTE6� S
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\ \\ I I I I DIVISIONS SITE AREA: 13,674 SF (0.31 AC)
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CONSTRUCTION DRAWING REVIEW APPROVAL JOB NUMBER:
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THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE CONDITIONS
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8 SURVEY DISCLAIMER UTILITY NOTE
BY: p� HC'Ul
THE TOPOGRAPHIC SURVEY WAS PERFORMED BYPACIFlC COAST SURVEYS. THE CONTRACTOR SHALL VERIFY THE DEVELOPMENT SERVICES MANAGER
SOLD GROUND ENGINEERING ASSUMES NO LIABILITY AS TO THE ACCURACY LOCATION OF ALL EXISTING UTILITIES PRIOR TO 5 OF 16
AND COMPLETENESS OF THIS DATAIL ANY DISCREPANCIES FOUND BETWEEN ANY CONSTRUCTION.AGENCIES INVOLVED DATE: 05/231/2025 THIS APPROVAL MAUD FOR 18 MONTHS
R WHATIS SHOWN ON THEPLANSAND WHATISNOTED IN THE FIELD SHALL BE NOTIFIED WITHIN A REASONABLE SAFETY IS IN YOUR HANDS.
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DRAWN BY: KMA
PROJECT FILE No.PWD 3608 CHECKED BY: TPA
DATE: 5.21-24
— CITY OF ARLINGTON
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CONSTRUCTION DRAWING REVIEW APPROVAL JOB NUMBER:
JURISDICTION:CITY OF ARLINGTON
1C
THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE CONDITIONS
ON THE TITLE SHEET.
8 SURVEY DISCLAIMER UTILITY NOTE
BY: RG-Ol
THE TOPOGRAPHIC SURVEY WAS PERFORMED BYPACIFlC COAST SURVEYS. THE CONTRACTOR SHALL VERIFY THE DEVELOPMENT SERVICES MANAGER �s
SOLD GROUND ENGINEERING ASSUMES NO LIABILITY AS TO THE ACCURACY LOCATION OF ALL EXISTING UTILITIES PRIOR TO 6 OF 1V
AND COMPLETENESS OF THIS DATA.ANY DISCREPANCIES FOUND BETWEEN ANY CONSTRUCTION.AGENCIES INVOLVED DATE: 05/231/2025 THIS APPROVAL VAUD FOR 18 MONTHS
WHATIS SHOWN ON THEPLANSAND WHATISNOTED IN THE FIELD SHALL BE NOTIFIED WITHIN A REASONABLE SAFETY IS IN YOUR HANDS.
SHOULD BEBROUGHTIMMEDL47ELYTO 7HEATTEN770NOFTHEENGINEER. TIME PRIOR TO THE START OF CONSTRUCTION. EVERY DIG-EVERY TIME.