|
ESC PLAN NOTE
<br />SC MEASURES SHOWN ON 774/S PLAN REPRESENT MEASURES THA T ARE APPROVED/REQUIRED TO
<br />'INSTALLED AS PART OF THE DEMOU77ON & SHORING PHASE OF THIS PROJECT.
<br />EMPORARY SIL T FENCE NOTE
<br />UPORARY SILT FENCING SHALL BE ADDEDAS NEEDED. (SEE DETAIL ON THIS SHEET).
<br />STORM DRAIN PROTECTION NOTE
<br />ADDITIONAL STORM DRAIN INLET PR07EC77ON SHALL BE INSERTED AND MAINTAINED /N EXISTING
<br />STORM SYSTEM AS REQUIRED BY CECSL AND/OR INSPECTOR IN 714E VICINITY OF THIS PROJECT.
<br />TESC NOTES
<br />1. APPROVAL OF THIS EROSIONISEDIMENTA77ON CONTROL (ESC) PLAN DOES NOT CONS77TUTF AN APPROVAL ,
<br />OF PERMANENT ROAD OR DRAINAGE DESIGN E.G. SIZE AND LOCATION OF ROADS, PIPES, RE57R/CTORS,.
<br />(
<br />CHANNELS, RE1EN77ON FACIL177ES, 6
<br />UTILITIES) . .
<br />CONC E 1El=101w>7
<br />2. 114E IMPLEMENTA77ON OF THESE ESC PLANS AND 714E CONS77?UC770N, MAINTENANCE, REPLACEMENT, AND
<br />UPGRADING OF 7HESE ESC FACIL177ES IS THE RESPONSIBILITY OF 714E APPLICANT/CON7RACTOR UN77L ALL
<br />CONS7RUC770N IS COMPLETED AND APPROVED AND VEGETA770N/LANDSCAPING IS ESTABLISHED.
<br />J. THE BOUNDARIES OF 714E CLEARING LIM17S SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED /N 714E .•. _"
<br />FIELD PRIOR TO CONS7RUC770N. DURING 714E CONS7RUC77ON PERIOD, NO DISTURBANCE BEYOND 714E
<br />FLAGGED CLEARING LIMITS SHALL BE PERMITTED. 114E FLAGGING SHALL BE MAINTAINED BY THE
<br />APPLICANT/CONTRACTOR FOR 714E DURA77ON OF CONSTRUCTION. .72
<br />4. 714E ESC FACIL177ES SHOWN ON THIS PLAN MUST BE CONSTRUCTED /N CONJUNC77ON WI774 ALL CLEARING
<br />AND GRADING AC77W77ES AND /N SUCH A MANNER AS TO ENSURE 714AT SEDIMENT AND SEDIMENT LADEN
<br />WA7ER DO NOT EN7ER 714E DRAINAGE SYSTEM, ROADWAYS, OR WOLA7E APPLICABLE WA7ER QUALITY 113.07
<br />7
<br />STANDARDS.
<br />LOAD U ILOAL ONLY
<br />5. 714E ESC FACIL177ES SHOWN ON THIS PLAN ARE 714E MINIMUM REQUIREMEN7S FOR AN77CIPA7FD SITE
<br />COND177ONS. DURING 774E CONS7RUC77ON PERIOD, THESE ESC FACILI7ES SHALL' BE UPGRADED AS. NEEDED
<br />FOR UNEXPEC7FD STORM EVENTS AND TO ENSURE 114AT SEDIMENT AND SEDIMENT —LADEN WA7FR DO
<br />R -T OF EVERET
<br />NOT LEAVE 714E SIZE: ILK 626
<br />w;, c
<br />6. 114E ESC FACIL177ES SHALL BE INSPECTED ROU77NEL Y AND MAINTAINED BY 714E APPLICANT/CON7RACTOR
<br />TO ENSURE THEIR CON77NUED FUNCTIONING, ESPECIALLY AF7ER STORM EVENTS.
<br />7. 714E ESC FACILITIES ON lNAC71 VE S11ES SHALL BE lNSPEC7LcD AND MAINTAINED A MINIMUM OF ONCE A
<br />MON114 OR WITHIN 114E 48 HOURS FOLLOWING A MAJOR STORM EVENT.
<br />8. AT NO 77ME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE W7HIN A 90 MIN PARKING-
<br />7RAPPED CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO
<br />PAVING. 714E CLEANING OPERA77ON SHALL NOT FLUSH SEDIMENT LADEN WA7ER INTO 714E DOWNS7REAM
<br />SYS7FM.
<br />9. STABILIZED CONSTRUCTION EN7RANCES SHALL BE INSTALLED AT 714E BEGINNING OF CONS7RUC77ON AND f{
<br />MAINTAINED FOR 114E DURA 77ON OF 714E PROJECT. ADD/77ONAL MEASURES MAY BE REQUIRED TO ENSURE29
<br />77/A T ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURA 77ON OF 714E PROJECT.
<br />10. 714E CON7RACTOR SHALL PROVIDE PERIODIC S7REET CLEANING TO REMOVE DEBRIS AND SEDIMENT
<br />]RACKED OFF 714E S/7E,
<br />11. APPROPR/A7E MEASURES SHALL BE TAKEN TO STOP SEDIMENT FROM ENTERING SURFACE WA7ER BODIES
<br />!F 114E PROPOSED BMPS FAIL.
<br />12. BARE AND OR DIS7URBED SOILS SHALL REMAIN UNCOVERED AND OR UNSTABILIZED FOR NO MORE THANCAL
<br />/ / :LOW
<br />2 DA YS FROM OCTOBER 1 714ROUGH APRIL 30, AND FOR NO MORE THAN 7 DA YS FROM MA Y 1 THROUGH m :• X '`
<br />SEPTEMBER 30. 1 75 � � ''-
<br />LEGEND - EXISTING UTILITIES I FEATURES
<br />- X
<br />IRE FENCE
<br />DO
<br />EX REBAR
<br />-
<br />POWER POLE
<br />4
<br />� �'M/N LINK" LEN.CE
<br />F-
<br />GUY ANCHOR
<br />WOOD FIENCE
<br />SECTION
<br />STREET LIGHT
<br />DITCH OR SWALE
<br />c0=
<br />QUARTER SECTION
<br />�
<br />POLE LIGHT
<br />n n � n
<br />GUARDRAIL
<br />EX MONUMENT
<br />©
<br />POWER VAULT
<br />RETAINING WALL.
<br />ROCKERY
<br />a
<br />ASPHALT
<br />0
<br />TRANSFORMER
<br />-------FLOW
<br />Al
<br />P041, METER
<br />- - - - - - -
<br />CURB
<br />El
<br />CONCRETE
<br />Z
<br />'juhicTIfmI eav
<br />-------ASPHALT
<br />r__l
<br />FO
<br />GAS METER
<br />- - - - - - -
<br />CONCRETE
<br />GRA VEL
<br />-------GRAVEL
<br />KCj
<br />GAS VALVE
<br />- ---
<br />ROOF
<br />O
<br />TLAND
<br />FIBER OP77CS MANHOLE
<br />CHANNELIZA77ON
<br />❑
<br />P/ RISER
<br />------
<br />DRIP LINE
<br />❑
<br />CA aCH 8ASIN, TYPE I
<br />OT.�
<br />IECOMM VAULT
<br />- - - - - - -
<br />SURFACE FEA7URES
<br />@
<br />CATCH BASIN, TYPE If
<br />❑
<br />TFLECOMr RISER
<br />L111L1/1/1/11_1_
<br />BU°LDING d OOTPRINT
<br />Q
<br />. 0 PIPF FLOW
<br />®
<br />TLLECOIM JUNCTION BOX
<br />®-®------
<br />TAP 0F 40,�� SLOPE
<br />Qo
<br />YAtRD DRAIN
<br />- - ®- -
<br />S 7-CEP SL OPE BUFFER
<br />EE:!::=-
<br />TRAFFIC SIGNAL
<br />0
<br />STORM CLEANOUT
<br />- . . -
<br />EDGE OF W TLAeN0
<br />�
<br />MAIL BOX
<br />.....................
<br />WETLAA0 BUFFER
<br />�
<br />STORM aULVE°RT END
<br />- 1 0- - w
<br />10, caw C+uRS
<br />�
<br />E R MANHOLE
<br />17-1
<br />BIGD
<br />.------192------
<br />£ CONTOU#r?,,,
<br />0
<br />SEWER CLEANOUT
<br />0
<br />BOI_LARD
<br />----SD-
<br />STORM DETAIN PIPE
<br />Q
<br />•
<br />S01L LOG TEST PIT
<br />----SS-
<br />SEWER MAIN
<br />SS PIPE FLOW
<br />----FM-
<br />SE R FORCE MAIN
<br />®
<br />'EP77C LID
<br />�
<br />CONIFEROUS TREE
<br />----W-
<br />--OHP
<br />WATER MAIN
<br />AERIAL POKER LINE
<br />R
<br />FIRE HYDRANT
<br />0
<br />DECIDUOUS TREE
<br />®--
<br />WATER METER
<br />P
<br />- - - - G -
<br />- - C
<br />BURIE:ID POWER LINE
<br />GAS MAIN
<br />SURIED CABLE`
<br />pd
<br />Q
<br />GATE VAL t/B
<br />WATER MANHOLE
<br />CONIFEROUS TREE
<br />TO BE SAVED
<br />—TV-
<br />BURIED TV
<br />AIR/VAC RELEASE VALVE
<br />A
<br />DECIDUOUS TREE
<br />TO BE SA VED
<br />T
<br />T7I�Rt�: D TLLEP�IONL=' LINE'
<br />0-BLOW
<br />OFF
<br />- - -P/T
<br />S111IL§I PO 'ERAELEPHOENE
<br />0
<br />IRRIGA7ON METER
<br />- - FO-
<br />BURIED FIBER OPTIC CABLE
<br />1j8(]
<br />IRRIGATION VALVE
<br />fC, 7127
<br />'
<br />9F ELEVA PON= 180. 30
<br />ROOF HEIGHT 5C8P
<br />6
<br />STREl"BHIN S T I
<br />PICNIC TABLE
<br />25
<br />PICNIC TABLE
<br />2
<br />SIRE TCH
<br />S TA 77ON
<br />23
<br />HANDICAP
<br />;PARKING
<br />F------
<br />1 ZI /
<br />_LLY '
<br />SE1/4, SEC 19, TWP 29N., RGE SE., W.M.
<br />2701 ROCKEFELLER
<br />DEMOLITION & SHORING TESC PLAN
<br />---------- ----------- 10
<br />OL a 0 M 1 L3114L I
<br />° I,Os I A TE 109a 80 T BOWT
<br />6A CONC W IE=110
<br />1/
<br />..' I .
<br />I2" CONC W E°
<br />MONUMENT IN CASE, CENTER OF ,CHANNEL=86 64
<br />TOP OF TACK /N CONC.,
<br />DOWN 1.0; 8' PVC1�3 1E=95,05
<br />SE
<br />NOR THING.' 36119W PIPE 1.9095 PE DRIED UP
<br />BASTING. lJ04346.8545 CAN'T SEAT I E SOUTrI END
<br />ELEVATION: 1---18.J5 ------------m.-___-------
<br />------------_�-----_------------®®® ®®_---mu
<br />EVERETT AVENUE.
<br />T.
<br />FENCING 'AROUND ENTIRE. _
<br />tr PROIECT. SITE..EXACJ' LOCA77ON
<br />�.
<br />7D BE DE7FRMINED "ITV 'RELQ'
<br />r. .............
<br />.......... .
<br />L
<br />a�
<br />..........
<br />`.TO. e ' Qe-uni c-n . " r
<br />....... .......
<br />. '..EX•
<br />COLUMBIA. BANK I
<br />32
<br />1
<br />30
<br />CONTRACTOR T U71UZE EX
<br />ASPHALT FOR ]RUCK 7RAFFIC
<br />CONS7RUCRON EN7RANCE
<br />CROSS— HATCHED ARE
<br />—
<br />%
<br />/
<br />/
<br />i
<br />29
<br />SCALE: 1 " = 20'
<br />0 10 20 40
<br />VICINITY MAP
<br />SCALE. 1 "--2000'
<br />LEGAL DESCRIPTION
<br />PER OLD REPUBLIC 777LE
<br />ORDER NO. 5207157308 DATED FEBRUARY 19, 2019
<br />THE LAND REFERRED TO IS SITUATED IN 7HE COUNTY OF SNOHOMISH, CITY OF EVERETT, STATE OF
<br />WASHINGTON, AND IS DESCRIBED AS FOLLOWS:
<br />PARCEL A:
<br />LOTS 1 THROUGH 8, INCLUSIVE, BLOCK 627, PLAT OF EVERETT, ACCORDING TO 7HE PLAT THEREOF
<br />RECORDED IN VOLUME 3 OF PLATS, PAGE 32, RECORDS OF SNOHOMISH COUNTY, WASHINGTON.
<br />BASIS OF BEARING
<br />NAD 198312011
<br />WASHINGTON STATE PLANE NORTH PROJEC770N, BASED ON GPS OBSERVA7701VS
<br />USING WSRN AND GEOID 2012A. UN17S OF MEASUREMENT ARE US SURVEY FEET.
<br />DA TUMMENCHMARK
<br />VERR77CAL DATUM
<br />NAVD 1988 VER77CAL DATUM ON ORTHOMETRICALLY CORRECTED GPS OBSERVATIONS
<br />USING WSRN AND GEOID 2012A.
<br />JNBENCHMARKS
<br />MONUMENT IN CASE, TOP OF TACK IN CONC., DOWN 1.0,
<br />NOR THING: 361191.9095
<br />EAST ING• 1304346.8545
<br />ELEVA 770N: 118.35
<br />AHBL#104 MAG&FLASHER
<br />N.•360732.2940
<br />E. 130412Z 0900
<br />EL: 116.31
<br />PROJECT TEAM
<br />APPLICANT ARCHITECT
<br />EVERETT OZ DEVELOPER LLC CLARK DESIGN GROUP PLLC
<br />1420 RFTH AVE, SUI7E 2200 1401 WEST GARFIELD STREET
<br />SEATTLE, WA 98101 SEATTLE, WA 98119
<br />(206) 234-6543 (206) 782-8208
<br />CONTACT TRENT MUMMERY CONTACT MIKE HATCHER
<br />EMAIL: 7RENT@ONE7RENT.00M EMAIL: MHATCHERMCLARKBARNES COM
<br />CIVIL ENGINEER SURVEYORS
<br />RAM ENGINEERING, INC. AHBL
<br />16531 13TH AVE W, SUITE A108 2215 NORTH 307H STREET, SU17E 300
<br />L YNNWOOD, WA 98037 TACOMA, WA 98403
<br />(425) 678-6960 (253) 383-2422
<br />CONTACT ROB L. LONG, PE CONTACT DAVID C. FOLLANSBEE, PLS
<br />EMAAL: ROBLORAMENGINEERINGINC.COM
<br />SITE DATA
<br />t '
<br />Sl7E ADDRESS: 2 0 ROCKEFELLER 7 1 AVE EVERETT WA 98201
<br />.a°.•„•'.•;•° • ° ',•a.•. •• r •� .. �.. °,•:�' a .'.
<br />i •' :' ::''.':: ; :' ° •• .::°.'::'. ,'•'. o• :'::•'. •'': °•'.' - -,-� . • ..:� t 2707 ROCKEFELLER AVE EVERETT, WA 98201
<br />'77�-° x _`_v ••i:•'. ° .• • t ":.. - -__ 2709 ROCKEFELLER AVE, EVERETT, WA 98201
<br />?°; `.: :::. , :: °.::° :°.:'. : •: •: •. •: •' •°. •: jam..•.:,.:'.., , '.. i 2711 ROCKEFELLER AVE, EVERETT, WA 98201
<br />�.
<br />439162700300 00439162700500
<br />9 : 41 :' A 1fiIN 1 -A
<br />t :i: ,•'. •'. 1 : i.. ,._;• . • „.a. TAX ACCOUNT NUMBER(S): 00439162700100, 00 ,
<br />.�..�,., . , .. , • , • ... , . , .. , , •. •,�. • ' • ,:-�.. • .►, ,,'•.'• •„`•,.. •.. , • .-. •,,'f•. •: •. •'. •: •, t. ' I 00439162700600, 00439162700700
<br />25
<br />=• •, x. •;: •, ••�. •. •. °. ••:. , -. ���.� °_ �. • �,:::.. ,`. °. °, •: •.: •,:•: ••:: .•: • °.:` at, EXISTING ZONING: UM (URBAN MIXED)
<br />. • : ', j GROSS S17E AREA: 24,014 SF (0.55 AC)
<br />FENCING AROUND ENTIRE
<br />PR CT 7F EXACT LOCA770N . • . � , O�AE Sl
<br />\TEMP PLUG EX S7CRM FOR cn lid BE DMRMlNED"711i"tD:"- PUBLIC WA7FR: CITY OF EVERETT
<br />FlU7URE CONNEC7101VI SANITARY SEWER: CITY OF EVERETT
<br />APPROXIMATE LOCA77ON OF
<br />7FMP(PRARY SEDIMENT POND. 24
<br />2, L ONC dN ° � , PUMP 70 EXISTING S70RM SYSTEM ( I (TO i�11E CONSTRUCTED AF&W /� �/
<br />12' PV � IN ROCKEFELLER AVE IF NEEDED. � ASPIMLT IS REMOVED) EARTHWORK QUANTITIES
<br />CENTER OF CslAI NEL=98.09 t
<br />�nwr
<br />12' P FO CUT = f8, 000 CU YD
<br />8,F FVC I3 lE= 108: 9' FILL = f 100 CU YD
<br />LADDER E" ioI�
<br />. DROP OFF ONI. Y PLAT Og f
<br />;9,LK 6207SSM_I I
<br />I
<br />1H, ?h�.
<br />81-,LAY143
<br />can c-S .� CuA.N iaj 4')trc
<br />I LADDER S
<br />if
<br />I
<br />22
<br />NOTES NOTES NOTES
<br />ATTACH IN A MANNER THAT POST SEE WSDOT STANDARD
<br />1. STABILIZED CONSTRUCTION ENTRANCE SHALL 5" MAX 1. CATCH BASIN INSERTS SHALL BE REMOVED ATTHE ASSURES FABRIC IS FIRMLY SPECIFICATIONS 8-01.3(9)A 1. INSTALL THE ENDS OF THE SILT FENCE TO POINT
<br />MEET THE REQUIREMENTS OF WSDOT STANDARD END OF THE PROJECT. HELD BY THE BACKUP SLIGHTLY UPSLOPE TO PREVENT SEDIMENT FROM
<br />SPECIFICATION SECTION 8-01.3(7). DRAINAGE GRATE -- - TRIM SUPPORT IN A WAY THAT FLOWING AROUND THE ENDS OF THE FENCE.
<br />2. CATCH BASIN INSERTS ARE ONLY TO BE INSTALLED IN REDUCES THE POTENTIAL
<br />DRAINAGE DEVICES PER THE MANUFACTURES'S FOR FABRIC TEARING :::2. PERFORM MAINTENANCE IN ACCORDANCE WITH
<br />RECOMMENDATIONS. CATCH BASIN INLET INSERTS FASTEN GEOTEXTILE TO WSDOT STANDARD SPECIFICATIONS 8 01.3(9)A
<br />GRATE FRAME OVERFLOW BYPASS SHALL BE INSTALLED IN CURB INLETS. _ POST EVERY 6" IN O.C. AND 8-01.3(15).
<br />SEDIMENT ---BELOW INLET GRATE 3. CATCH BASIN INSERTS SHALL BE INSTALLED PRIOR TO BACKUP SUPPORT fiTr 7� XV ty 3. SPLICES SHALL NEVER BE PLACED IN LOW SPOTS
<br />OR SUMP LOCATIONS. IF SPLICES ARE LOCATED IN
<br />AND DEBRIS o ? LOW OR SUMP AREAS, THE FENCE MAY NEED TO
<br />DEVICE CLEARING AND GRADING ACTIVITY, OR UPON
<br />PLACEMENT OF A NEW CATCH FILTERED WATER BASIN.
<br />INSTALL DRIVEWAY CULVERT BACKFILLED & SELF-LOCKING TIE -NYLONS BE REINSTALLED UNLESS OTHERWISE APPROVED.
<br />IF THERE IS A ROADSIDE DITCH 4. SEDIMENT SHALL BE REMOVED FROM THE UNIT COMPACTED L �% I� 6j6 (MIN GRADE)
<br />PRESENT WHEN IT BECOMES ONE THIRD FULL OR IN NATIVE SOIL GEOTEXTILE 120#MIN TENSILE STRENGTH, 4. INSTALL SILT FENCING PARALLEL TO MAPPED
<br />25, ACCORDANCE WITH THE MANUFACTURES' tX� UV STABILIZED CONTOUR LINES.
<br />INSTRUCTIONS. FLow
<br />S. DURING EXCAVATION, MINIMIZE DISTURBING
<br />5. SEDIMENT REMOVAL SHALL BE ACCOMPLISHED BY THE GROUND AROUND TRENCH AS MUCH AS IS
<br />FEASIBLE, AND SMOOTH SURFACE FOLLOWING
<br />AO REMOVING THE INLET INSERTS, EMPTYING, AND FLOWS.
<br />O EXCAVATION TO AVOID CONCENTRATING
<br />R N T
<br />EX15S�NG _- W INSTALLING IT INTO THE CATCH BASIN IL O a,` COMPACTION MUST BE ADEQUATE TO PREVENT
<br />� 30' MIN TYPICAL WASH SEDIMENT INTO STORM DRAINS WHILE a� � _
<br />CLEANING. BURY GEOTEXTILE ' UNDERCUTTING FLOWS.
<br />IN TRENCH
<br />6. SIZE THE BELOW INLET GRATE DEVICE (BIGD) FOR THE J�n� BACKUP SUPPORT
<br />STORM WATER STRUCTURE IT WILL SERVICE. o Z GEOTEXTILE FOR SILT FENCE 2 STEEL POST(TYPICAL)
<br />_ p '
<br />SEE STANDARD SPECIFICATION %
<br />(TYPICAL) t �
<br />/ 7. THE BIGD SHALL HAVE ABUILT-IN HIGH -FLOW RELIEF SECTION 9-33.2 (1), TABLE 6 d
<br />_ -- PERMEABLE BALLAST TYPICAL SEE SYSTEM (OVERFLOW BYPASS).
<br />ERMEAB SECTION VIEW
<br />STANDARD SPECIFICATION 8. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF
<br />\\ SECTION 9-03.9(2) THE BIGD WITHOUT SPILLING THE COLLECTEDi��P M
<br />MATERIAL. TYPICAL INSTALLATION DETAIL P
<br />1' MIN - -- - - - - // yi��p FABRICa
<br />LENGTH AS REQUIRED 100' MIN, EXCEPT DEPTH 9. PERFORM MAINTENANCE IN ACCORDANCE WITH rt /i Q¢O� (GEOTEXTILE)
<br />MAYBE REDUCED TO 50' MIN FOR RETRIEVAL SYSTEM STANDARD SPECIFICATION 8-01.3(15). Y �,y (TYPICAL)���
<br />SITES WITH LESS THAN ONE ACRE TYPICAL �I r
<br />TYPICAL` ..>
<br />INSTALL BACKUP SUPPORT FOR
<br />OF EXPOSED SOIL OR APPROVED BY INSPECTOR`"
<br />THE GEOTEXTILE SEE STANDARD "X h I
<br />DRAINAGE GRATE
<br />a o SPECIFICATION SECTION 8.01.3(9)A � i r�^�.
<br />PLACE CONSTRUCTION GEOTEXTILE FOR SO / G:
<br />STABILIZATION FROM THE EDGE OF THE EXISTING PROVIDE FULL WIDTH OF 4 /, T' i / QP�P I
<br />IL
<br />ROADWAY TO THE CONSTRUCTION ENTRANCE, / INGRESS/EGRESS AREA o\\ o , / �� p� S P� SPLICED FENCE SECTIONS SHALL BE CLOSE ENOUGH TOGETHER
<br />3 OR AS DIRECTED BY THE ENGINEER z \ T 0 CC�� TO PREVENT SILT LADEN WATER FROM ESCAPING THROUGH THE
<br />z 15'MIN GQ�O�`� FENCE AT THE OVERLAP.
<br />i SPLICE DETAIL
<br />ISOMETRIC VIEW WSDOT STD PLAN 1-40.20-00 ACCEPTABLE SUBSTITUTE IF WSDOTSTDPLANI-30.10-02ACCEPTABLESUBSTITUTE
<br />o BELOW INLET GRATE - I J.' TYPICAL SILT FENCE
<br />WSDOT STD PLAN I-80.10-02 ACCEPTABLE SUBSTITUTE DEVICE OVERFLOW BYPASS MAINTENANCE MEETS NOTES 1-5 EXCEPT STEEL POST REQUIRED
<br />CONSTRUCTION ENTRANCE WITH BACKUP SUPPORT --
<br />- -- - ------ TYPICAL
<br />CITY OF EVERETT o CITY OF EVERETT o 9 c���PR ISOMETRIC CITY OF EVERETT
<br />n PUBLIC WORKS DEPARTMENT PUBLIC WORKS DEPARTMENT W i Q�O�� PUBLIC WORKS DEPARTMENT
<br />om �EfiYANSASS HEATH ERGRIFFIN'PAWlkHELM MESH �� �"�ERYANSASS HEZH'FRGRIFFIN'PAULWIEHELM MESH �� 2p� �/ "ERYANSASS HEATHERGRIFFIN PAULWILHELM MESH 03/17/2017
<br />a g o4%os%zol7 i2/30/2016 0
<br />oAa,v" xo. M ISOMETRIC VIEW o�oo n
<br />STORM DRAIN INLET ooA.w"
<br />K CONSTRUCTION ACCESS 201 E 0 210 4k TEMPORARY SILT FENCE 214
<br />Aso 2ya PROTECTION
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<br />I�NAL
<br />5/S/20
<br />DATE: 05-08-2020
<br />JOB NO. 19-48
<br />PERMIT NO. XXXXXXX
<br />REVISIONS:
<br />NO
<br />DATE DESCRIPTION
<br />ISSUE:
<br />SHORING/EX 05/08/20
<br />DEMOLITION
<br />& SHORING
<br />TESC PLAN
<br />SHEET NO:
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