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SW 1 /4, \ W 1 /4, SEC 17, T29 \ , � 05E, W. v .
<br /> C7 S,C7
<br /> • NE. CCR, SW 1/4, NW 1/4., ,S :MI
<br /> SEC. 17, TWP. 29N, ROE. 5E. *0 / / \ \ <r� !•I 20 0 20 40
<br /> NNN , , s ��4 � ��.,.,�.,�,�vv I SCALE IN FEET
<br /> ` / ~ RED BARN ENGINEERING INC.
<br /> a- ,
<br /> . .. _,�, E �-- 6610 NE 181ST ST STE 2
<br /> KENMORE, WA 98028
<br /> © (29.72' DEED) � •,+ // // 105 S� CB R1M=110.�
<br /> z • PH. (206) 200-7174
<br /> 06 CB T 1 _ . \
<br /> REDBARN-ENGINEERING.COM
<br /> !till RIM=106,60' e , •'.. '/ • „ , '"'8 \ *I.. SIGNAL AHEAD
<br /> IE 6" PVC (E)=1C14.80' --INLET PROTECTION , ; \\ " SIGN INLET PROTECTION AI
<br /> ® ®uND REBAR W(TH CAP, ..•, e': 1 •� \ s6 COE DWG NO 210 441,
<br /> (ILLEGIBLE) !; c� t�: \ ASPHALT
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<br /> CD PROP. COR, ' 4 ! pA► \\ 11C f WAL ^ ,
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<br /> a ~N..; \PC. , L�1 . :.., r IY ` + ♦ \ CONSTRUCTION ENTRANCE r
<br /> TRAFFIC C I- I~ . - • / ``: :,/
<br /> \ CONTRACTOR TO
<br /> f = r SIGNAL LOOPS W © SILT FENCE '. � O ER ` "140,,,,,
<br /> ' C,° �\ 112 �r
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<br /> v AVEa V \ q� o � 4 FIELD LOCATE ROCK
<br /> NW COE DWG NO 214 �. .,. ;,-.:.. .- "Ll' LY' �� �, �3 �` \ •. M4',rivAi SWALES TO ROUTE
<br /> I— CURB • . Tf „ > c N : :..:� .:.� ,L>�i ► �a� � :m � �. ' s � s�, �` .. To LocAL PUMP CALL BEFORE YOU DIG
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<br /> In AL1 =108.7 AR 1TH CAP a , �• • •i ` - 96.C1' } � '� , Iv
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<br /> cs: � �d E. LINE, W. 19.25 FEET
<br /> A SEDIMENT TRAP ,. IFIBUILII: G � dTp FOUND MC}N IP4 CASELOTS 14,15,16 ®� W/ PUMP : .0. ' `,, i OOP . A- A=5,47'0 s.F .RICK :''' '�.` � ' ��h7�rC rT� 116 /S Sp N 2" IRON PIPE
<br /> y> I °` 1 4 : �\ �`` ' ' - \� `=' DOWN 1 .4 E(f S 185 t 74.61 a.33' L} -o
<br /> Z N 00 3 '31'° 133.52' • a 1 o : t BROti AY AVE ..�►. �� :• O� SO �--` _� 'f� ' 45286 �C/
<br /> a 1 } , \ F EVE RE T, ' A 98201 •11D (DEED AF 200 11200074}
<br /> I '� f' �\ CONTRACTOR TO REMOVE ALL PAVEMENT, 'ri F �� '
<br /> . .� , LISTER \
<br /> et .- ' STABILIZED "' �► cjL`w* UTILITIES, WALLS WITHIN DISTURBING LIMITS. v.- �s NG
<br /> ' - - - ,.. � =4.ti_vA-4 �_.� � - $1! _ / CONSTRUCTION d'
<br /> SECURITY FENCE LIMITS If - ..�i= mii - Uv F ELEy- 114.E L ' CONTRACTOR TO COORDINATE WITH UTILITY 'ONAL
<br /> (TYP.) II ' A.� A� >--- .-- a ENTRANCE ® REMOVING UTILITIES AS
<br /> r `� �► ������ v , AVE �� PURVEYORS PRIOR TO
<br /> .,� COE DWG NO 201 �,. C"- !
<br /> •
<br /> •a E70 .. o o * CB T-1 \ �. \ REQUIRED. CB RIM=119.33 9/27/19
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<br /> ' •2201 ��` !MM.' ' s L/ \ ()� ,� RIM-114.02 _ _t .I ��� IE 6" DI {NE)=118.43 DESIGN B V
<br /> . - a ` IE 8" PVC w. 111.52' .-
<br /> ( ra '� ..rr. FN (yG ( } 20' iGHT OF WAY ESTABLi E pF� •-
<br /> - I _ ,{ 9 • - PUMP LOCATION TO PER DEED REc2790 �•
<br /> . . `' N C70.36'S1 . ,t • �'F °�`� . = DRAWN R J W
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<br /> E 71,89 BE FIELD LOCATED ® (DEED AFC 20r�6112oc�0�4} AND MAP �p� •.�? y -�` - -
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<br /> :.t, • , e y+ , ,� BY CONTRACTOR AS ,if, "THE WATER QEPARTr�ENT, EVERII> WASH." B :ifr
<br /> ` REMOVE PAVEMENT `` �� CHECKED RJW
<br /> �� STABILIZED co r. NEEDED : DATED SEPT 193C}. WALL CEN •ED O °' , s°�r� -�
<br /> FCUP D r1C?N IN E � .._..._ _..- CONSTRUCTION FM Q \ \\ \/\ F rr t� v i��,v- .� cn� T' r� �(
<br /> 14 - s � � 12 SEE SHT C3.0 & C3.1 w
<br /> ® . RAILROAD RW IN THIS AP, ♦•.
<br /> .►'••'. : TAC+ IN LEAD TIE BLOC .,. ,,;
<br /> ENTRANCE ��i�ii�ii�ii�ii • M .. ;� F ELEV= 115.4 • .� spOT r �� -� ' rn
<br /> IN IRON PIPE I COE DWG NO 20 1tz c � ��������\�����/ .:. _ _ --- i Fr ELEV= 114.9' PECK
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<br /> - _ - 6 31 960.44
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<br /> 22' :... CURB in11111 (.0
<br /> "`" CURB CURB D E CB RIM=122.17 J
<br /> SSMH RIM= 90' �+ a. \� ' BOG. CCR.
<br /> ITER CF 8" F CHANNEL BLQG. COR.
<br /> IM= 9a INLET PROTECTION EAVE CONCRETE WALL 0.3` E
<br /> 0,2 WEST 0.2' WEST irs,„
<br /> ) STEPS „ , // � h'& t IE 6" PVC I-
<br /> (N., s, SW.}=97.75' IE 6' -V• (NW,)=1/4,88.- --- 1 OF "OP. LINE OF PROP, LINE
<br /> OF RW N 00'36 0,38 zAFFIC SIG�/ - a . I-
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<br /> E- ss s .�, SHORING WALL EXTENTS SS SS „Ss ss ss - '� ss N 00°36'31" E 413.37' c
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<br /> 0 RIM=117.29' (APPROX.) TOP OF WALL �, N 00°36 31 E 427.01
<br /> SSMH RIM 119.19 WALL 0.6' E C?S ~
<br /> CONTRACTOR TO CENTER OF 8" PVC CHANNEL '
<br /> N. S.}=99.74''r' CENTER OF 8" PVC CHANNEL ELEV. 120 - 118 CF W GAS LINE FOUND MON IN CASE \
<br /> ( (N., S., W.) IE=1C}2.74 BOTTOM OF WALL ,0 B R O A D WA Y AVE PER LOCATOR TACK IN LEAD IN 2" IRON PIPE STOP SIGN REMOVE PAVEMENT IE 8°' PVD (W.}=107,34' Q DOWN 0. ' W
<br /> ELEV. 108.Of \ ,\,,,,___
<br /> BACK OF WALK AND I SD
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<br /> DISTURBED AREAS HAVE . . - . .. : •,. , .< . . . ... .. .. _ .
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<br /> RUNOFF ROUTED TOE ° :r w .. : : , . .w .. .. : . w. .. w „ DEC ,r
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<br /> CONC. DWY '``,� ' 1 2 '
<br /> 4" DE--‘C. . W y W - - -; W W w W l 'o G UPS_
<br /> TRAP` ° j ' ' U. UP 4" DEC 4'° DECQEC , , . 4 124 124
<br /> p L 118-- LANDSCAPING — 120 - 2„ DEC0 ' '0 4„ i ►• Cl R•* 4„ DEC 4" QEC I CONC. DWY CON WY .i► 1
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<br /> CB T-1 • _
<br /> r--, �? I RIM-11R.41 I . `�
<br /> 3 FT 40 FT 3 FT Q
<br /> 55 GAL STEEL DRUM ix FILTER FABRIC
<br /> 117
<br /> PUMP LINE PROVIDE COVER WITH ICE �/ FENCE GYP.) m
<br /> TESC \ OTES 3—IN PVC SCH 40 WEEPHOLES < o >
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<br /> 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT O CO = Cr) Q N
<br /> CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE : w � —j I Lu c0
<br /> AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES,
<br /> UTILITIES). ~"„ z = SILT LADEN WATER TYP. Q 0 0 0 <
<br /> 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, z Q Iz
<br /> REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF z 1010
<br /> THE APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND ///e \
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<br /> APPROVED AND VEGETATION/LANDSCAPING IS ESTABLISHED. r i N
<br /> W 0 W W
<br /> 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY - NN U N 0 N
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<br /> FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, MAX. WATER SURFACE ELEV. PUMP ON c 0
<br /> NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE SEE NOTE 2. v v 0 0 0 0 0 CL \— Q O W
<br /> FLAGGING SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE
<br /> DURATION OF CONSTRUCTION. 0 0 0 0 0 0 0 _ -1 '.'-OND SETTLING VOLUME
<br /> 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION
<br /> WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO 0 0 0 0 0 0 0 .r Elm ABOVE SEDIMENT STORAGE OVERFLOW SPILLWAY WILL
<br /> LJ— DISCHARGE
<br /> ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE Now AREA SHALL BE 8,245 CF
<br /> Z SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE WATER QUALITY STANDARDS. 0 0 0 0 0 0 0 ... MIN. BAKER TANKS MAY BE Ag OFF IN CONSTRUCTION
<br /> i 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR "i IF NEEDED. EXCAVATION IF THIS OCCURS, THE
<br /> ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC RUNOFF WILL BE PUMPED TO THE
<br /> w FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND 1L____
<br /> 0 0 0 0 0 WRAP STEEL DRUM WITH FILTER SEDIMENT TRAP
<br /> TO ENSURE THAT SEDIMENT AND SEDIMENT-LADEN WATER DO NOT LEAVE THE SITE. FABRIC MATERIAL MIRAFI 100X OR
<br /> Q 6. THE ESC FACILITIES SHALL BE INSPECTED ROUTINELY AND MAINTAINED BY THE I 0 0 0 1 O 0 0 1 ONCE WATER LEVEL RECEDED OR TO
<br /> EQUAL OVERLAP FILTER FABRIC MIN
<br /> M APPLICANT/CONTRACTOR TO ENSURE THEIR CONTINUED FUNCTIONING, ESPECIALLY 3 I- 6—IN AND FASTEN WITH STAPLES OR ADDITIONAL BAKER TANKS, AS
<br /> _ AFTER STORM EVENTS. in LL Z NEEDED.
<br /> 7. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A BOTTOM ELEV. ,— 3 WIRE RINGS
<br /> N MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A MAJOR STORM V
<br /> EVENT. SEDIMENT STORAGE AREA, . . Q
<br /> a 8. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO 3 FT 1 .5—FT MIN. DEPTH=661 CF J —I
<br /> ACCUMULATE WITHIN A CATCH BASIN INSERT. ALL CATCH BASINS AND CONVEYANCE I- f
<br /> N LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT NOTE: SUBMERSIBLE PUMP HYDROMATIC I—
<br /> FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM. 1 . PUMPS SHALL BE SUBMERSIBLE AND HAVE A MIN. CAPACITY OF 0.228 CFS (103 GPM). S3S OR EQUIVALENT W/FLOAT I- U
<br /> 9, STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF
<br /> b CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL * PERFORATE STEEL DRUM ABOVE SEDIMENT STORAGE AREA. ACTIVATION U) w
<br /> w W a
<br /> MEASURES MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN 2 TOP OF TRAP ELEV. WILL CHANGE AS EXCAVATION CONTINUES. ALL DIMENSIONS SYSTEM w Cr
<br /> cu L.
<br /> FOR THE DURATION OF THE PROJECT. o
<br /> W 10. THE CONTRACTOR SHALL PROVIDE PERIODIC STREET CLEANING TO REMOVE DEBRIS RELATIVE TO THE TOP OF THE TRAP SHALL REMAIN DURING CONSTRUCTION. CEMENT BLOCK PLACED SHEET NO.: �-�-
<br /> N AND SEDIMENT TRACKED OFF THE SITE. UNDER PUMP o
<br /> Y 11, APPROPRIATE MEASURES SHALL BE TAKEN TO STOP SEDIMENT FROM ENTERING 7J. ANY CONSTRUCTION RELATED DISCHARGE TO THE SEWER REQUIRES A SEWER O w
<br /> SURFACE WATER BODIES IF THE PROPOSED BMPS FAIL. 0 1 . 0
<br /> DISCHARGE AUTHORIZATION PERMIT BY COE MAINTENANCE DIVISION. CONTACT BRIAN - W
<br /> 0 12, BARE AND/OR DISTURBED SOILS SHALL REMAIN UNCOVERED AND/OR UNSTABILIZED U }
<br /> r FOR NO MORE THAN 2 DAYS FROM OCTOBER 1 THROUGH APRIL 30, AND FOR NO DOOLAN (425-257-8828, BDOOLAN©EVERETTWA.GOV) PRIOR TO DISCHARGE TO PUMP SEDIMENT TRAP SECTION r� ,�
<br /> MORE THAN 7 DAYS FROM MAY 1 THROUGH SEPTEMBER 30. SEDIMENT TRAP INTO CITY'S CATCH BASIN. BAKER TANKS MAY BE REQUIRED NTS RB PROJECT NO.: Cr
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<br /> • 17- 0036
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