2001 HOYT AVE B 2022-02-22 - Laserfiche WebLink

• Date 05/25/19 BASIS OF BEARINGS Designed i 2•X YX is GA NNE OR N 90°00'00'IN655.52' CAS A715 N FILTER FABRIC SHALL BE SPLICED EQUIVALENT F STAAB= AT POS75.USE STARES ENE RPM OR S RO C1N FARIC USED -lEN !' _____AN,..,,... Drovn ° EOuv8IEM TO ATTALN FABRIC TO POSTS. MONJMEN tv LINE CAS IFOUND MON IN CASE, Revision IIIIPIII ��FAG LEAD/TACK, DOWN 0.4' t t IN tt ..;,; - 20TH ST. mar BO18A1 OF FABRIC IYMAF 4•24•TRENCH __ MTBAAL N 4•9 4'(EYE)1FE'N0T -TRENCH PM NAIVE SOl OR 3/4•-iS WASHED(MART. S MAX .u p VM77G MAY BE 77 4'HOOD POSTS,SM.FENCE Q INCREASED TO 66 F WIRE Poses,REBMO OR EOHBVMp4i FNG GtOR. 1 BAOPHG S USED - O 0 -I.3'N BMP G233 • FILTER FABRIC FENCE DETAIL TEMPORARY BHP GI23 i- BHP TIC HIGH VISIBILITY - SILT PENCE PLASTIC COVERING � PLASTIC OR METAL FENCE 77ENANCE STANDARDS: °7- -•-•'• • I BHP GI05.CONSTRUCTION _ ACCESS I. ANY DANA=SHALL BE REPAIRED MEDIA16Y. V Z - - �x x-• 1 2 r commas)ID AA 93rBIT TRAP CII POND.ME uvwl OF THE FENCE.no NUSr BE wIFJN7�IED um cp11E1ED J o 4) x��/ STOCK PILE E. ..'.'-: ,1 1 ITS EPO TANT ID PECK THE 1FEE1 SDE OF PIE FENCE FOR 90N5 OF ME FENCE F10 GM AND N W m ff x�X/ 33.00 j� ACENF.AS A BARRER 10 FLOW AND.TEN CAMEO CHAPEDUMIV OF FLOWS PARALLEL ro TE FENCE F p z r N 90°00'00'W 120.07' / _ ..-J.. MS OCCYIC(EPIACE THE FENCE AND/OR REMOVE THE 1RAPPED SEDEENT. 0 F t0 - - - - - - - I -�'-- - - �.. 24 F 4, BEMENT MIST BE 1&DAED PEN smart S G MIX A p Z 'C '(` .;..j 5. F THE FLIER FAME HAS DETERORAIED DIE TO 1LTRAVIOLET BREA'DONN.ET SHALL BE REPLACED. '` ' 1 i ; o ox in p ', •. .:Y.`•o. ; ALLEY FILTER FABRIC FENCE NOTES ' �P P P P P P-e P—P—P P P P P P•.. ..... p A O ��E+ ; .? ♦ o_SET .� 1�_POWER POLE 7.➢E FLIER FABRIC SHALL BE RN0IAFD N A CONTINUOUS ROLL CUT TO THE LENGTH OF LEE \ 'A O Q _ _ Q._' EYJILDIFK TO 0 BARRIER 70 AVOO USE OF JOINTS PEN LINTS ARE NECESSARY,FLIER 0.0M SHALL CI ♦ ♦♦ a - REMOVED 9)801 NEAER PLY AT A 9FPCR7 POST 1810 A YNeI1N 6-INCH M4A/P AND BOTH ENDS - rp \ ,♦ HOUSE NO.2001 � .0 .'. �� SECURELY FAST76D TO THE POST �I - _ p E y-� �♦ F00TPRINT=T603 5F ♦, r • `J�'U1CONTROL ELEMENTS, 2 THE 4180 FABRIC FENCE SHALL BE INSTALLED ro FOLLOW THE CONCURS(WERE - - O / /� �♦ ♦� "a -I . < ! EMP GI53 MATERIAL C J THE FEME POSTS 911L1 SPACED AT A MHiRIN OF s FEET APART AND PM SEDAEI.T p �,r ►♦ ♦. •••O a • •D SLAB®�122.61LL it' W DELI VERY,STORAGE NM 71E GROUND MN/MUM OF 3O HUES). O 0 z� ►♦ ♦� �` p. SLAB -) ,• - AND CONTAINMENT 1-4 1 A 1R 8401 SHALL BE ExCAVATED.ROUGHLY B N4PL3 NICE AND 12 INCHES DEEP.NPAOPE V 8.92 ——— .. — jCO t Q - . O MD A 880411O DE WOO POST TO ALLOW 71E FLIER FABRIC TO BE BURS. /f I 4.MEN S184806 D SRRENC 0 FLIER FABRIC IS USED.A NRE MESH SUPPORT FENCE SHALL.BE —�___ _ _ ;♦-...♦- -e♦--.-mg �. _ ----Te .�--' ..'on O m (7 FASIDED SECURELY TO TE UPSL PE SDE OF THE 40515 USING HEAVY-DUTY IMRE STAPLES AT 40' ——— _-— -A`"�ii R `/ LEAST T N04 LONE TIE MIRES OR NOC RINGS THE PRE SHALL E57END N70 THE TRENCH A - T. 5 SETBAG p A� UMW OF 4 NOES AND SHALL NOT WEND HERE THAN 36 INCHES ABOVE THE ORIGINAL ROW V 18Ao / d _ sz _ - - �•-v Y. Y--•K- - x— =c_'_'_max - - S z L � 00080 9NFACE _ 7„.._:„...:1 4= 5.THE STANDARD STRENGTH FLIER WC SAL BE STAPLED OR MPED 10 THE FENCE,AND 20 N S9°59'55'W 120.06' F=.., NOES OF THE FABRIC ABOVE DEWED ROD THE SURFACE THE 8 66* STALL NOT EXIEID /•1 MORE LIRA!8 NOES ABOVE THE ORI(BIAC GROUND SURFAYE. FLIER FABRIC SHALL NOT BE •J/vim - STARED TO EASING TREES 6.PEN CO RA STROCTN RIP FARIC MD CLOSER POST SPACING ARE USED.BE PRE MESH 91FP0Rf FENCE MAY BE EEBYHAt00. N 5104 A CASE TE FILTER FABRIC S SAWED OR HOED - 'L Z DIRECTLY TO HIE POSTS MN ALL OTHER PROVISIONS OF STANDARD NOTE 5 APEtYNO. SE. BLDG. GOR LU 7.THE TRENCH 94111 BE BAO101ED MTN 3/4-WCN IYA6W DIAMETER HA9ED(RAVEi. .I'E 1.5'N OF B RiHt FABRIC FENCES SHALL REMOVED MEN THEY NAVE SERTED 7HEN U�FlL PLOY r BUT IE0(BEFORE THE UPSLDPE AREA HAS L@ i6RYMENIlY SiABDitD. PROPEROF_0.NE OF PROP GDR. v B.FLIER FABRIC FENCES 9W1 EE NSFECIED MEDHATELY AFTER EACH HABFAII AND AT _ LINE (� LEAST OILY OURNG FHO.ONTED RAINFALL ANY REQUIRED REPAIRS SNM1 BE LIME O METRATT_Y. • O 3. CONTROL FLOW RATES: NOT APPLICABLE TO THIS PROJECT (y •6. PROTECT 50IL5:BMP C120 AS REQUIRED /� t-� \' } 0- 1. PROTECT INLET DRAINS: BMP G220 AS REQUIRED. L I SA " cGA5- L �1�L L/ �G I�T I O `i S. STABILIZE CHANNELS AND OUTLETS: NOT APPLICABLE TO THIS 2\00 I HOYT AVE � iz TT D I B PLAT . PROJECT CO CONTROL DEWATERING: NOT APPLICABLE TO THIS PROJECT E Y ERETT, WA. OF S ~ L<. 425 D—OO — in 10. II. MAINTAIN BMPS: BMP G15O MATERIALS ON HAND CI CJ2O I—225G1 ALL LOT I 4 N 8 0 0 ++•N 12. MANAGE THE PROJECT: BMP CI50 MATERIALS ON HAND PARCEL NU "I5ER: I/3FT OF LOT 2 X N w 00457042500IO0 SCALE: I"=20' !III SIX DRAFTING PROJECT DESCRIPTION 10 20 40 P.O.Sax 2972 IP:withal/A IE ArbingAn 98071-2972 Abonc:(206)972-8317 REAR YARD INEILL Emil.asi, fPng.am Project No.19-273 T HSC PLAN � Sheet No. SP2