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600 10TH ST 2020-05-06
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600 10TH ST 2020-05-06
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Last modified
5/6/2020 2:07:23 PM
Creation date
5/6/2020 2:06:59 PM
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Address Document
Street Name
10TH ST
Street Number
600
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MIN.DISTANCE, <br /> SEE PLANS FOR LOCATION <br /> \I 1. CONSTRUCTION FENCE:CHAIN LINK FABRIC TO BE MIN.11 GAUGE, <br /> GALVANIZED,NO RUSTED OR EXCESSIVELY MALFORMED FABRIC. <br /> v ` v` \ 9/7 NOTES: <br /> •• A. PROVIDE CONSTRUCTION WARNING SIGNAGE 50'O.C.ALONG FENCING <br /> E <br /> INSTALLATION <br /> • <br /> - 7 <br /> _ � �I <br /> \I� _ <br /> -,- 12'MAX t <br /> I TREE PROTECTION <br /> 1 r FENCE,SEE SEC 015639 <br /> �• DBH © � / IlolI <br /> l `P -� / . r� <br /> 1 z7 <br /> 1! 1 <br /> I r-1 z <br /> '\ \ .\‘ \ ' \\'‘ , \ -,,, -x- <br /> ELEV TION I /A4 <br /> ■ 1-� 8 <br /> I ■I" <br /> SPECIAL CONSTRUCTION REQUIREMENTS(TRENCHING/EXCAVATION) . I'� MAX <br /> I ZONE A(INTERIOR CRITICAL ROOT ZONE) <br /> ZONE B: I . A. NO DISTURBANCE ALLOWED WITHOUT SITE-SPECIFIC INSPECTION <br /> ZONE AX2 AND APPROVAL OF METHODS TO MINIMIZE ROOT DAMAGE <br /> B. SEVERANCE OF ROOTS LARGER THAN 2"DIA REQUIRES <br /> ARBORISTSAPPROVAL TREE PROTECTION AND CONSTRUCTION LIMIT FENCE <br /> ZONE A. C DEEPER NG REQUIRED TO INSTALL LINES 3'-0"BELOW GRADE OR 2 <br /> O <br /> DBH IN INCHES <br /> SCALE: 1/2"=1'-0" <br /> =DIA IN FEET I <br /> ZONE B(OUTER CRITICAL ROOT ZONE) <br /> A. OPERATION OF HEAVY EQUIPMENT AND/OR STOCKPILING OF <br /> ,k- EQ EQ I MATERIALS SUBJECT TO OWNER REPRESENTATIVE'S APPROVAL. <br /> SURFACE PROTECTION'MEASURES REQUIRED. <br /> B. TRENCHING ALLOWED AS FOLLOWS: <br /> I -1--J, <br /> I • EXCAVATION BY HAND OR WITH HAND-DRIVEN TRENCHER MAY <br /> yI T . BE REQUIRED; 1. SUBGRADE LEVEL,MAX.1:1 SLOPE.DEPTH OF <br /> /\ <br /> • AIR TRENCHING; <br /> I EXCAVATION TO ACCOMMODATE COMPOST AND SOIL <br /> \ ' _ __ • ORLIMIT ORE OF ZONES <br /> WIDTH.DO NOT UDIRBEDB ZONE IAMAINTAIN 2/3 0 0 1 DEPTHS. <br /> �I OR MORE OF 20NE B IN UNDISTURBED CONDITION; 2. RIP SUBGRADE TO 8"MIN.DEPTH <br /> I 'J I I OWNER APPROVAL ,� I : I\I i,.ISI\II ( I\ 3. TILL OR RIP IN 2.5"COMPOST TO 6"DEPTH OF RIPPED <br /> I C. TUNNELING MAY BE REQUIRED FOR TRENCHES DEEPER THAN SUBGRADE. <br /> L� I 3'-0" 6„ 4. CONCRETE THICKENED EDGE OR ADJACENT PAVING <br /> / 5. LAWN SOIL PER SECTION 32 92 00:INSTALL IN A <br /> I FENCING/ROOT PROTECTION 4411 <br /> MINIMUM OF 2 LIFTS.1ST UFT TILLED INTO PREPARED <br /> A. FENCING TO BE PROVIDED AND MAINTAINED AT LIMITS OF �� j/ � O SUBGRADE. <br /> `" I 1' OUTER CRITICAL ROOT ZONE-SEE PLANS FOR LOCATION _ TRAW.." <br /> `�' II �� � B. ARBORISTS APPROVAL REQUIRED FOR USE/ACCESS WITHIN ZONE irikitrif� O <br /> � B. 8„ <br /> i C. PERMISSION FOR USE/ACCESS REQUIRES SURFACE PROTECTION <br /> ` /' - FOR ALL UNFENCED,UNPAVED SURFACES WITHIN CRITICAL ROOT <br /> ZONE <br /> 1 '--,' •SURFACE PROTECTION MEASURES • <br /> / TEMPORARY ACCESS:MULCH LAYER,6"-8"DEPTH,&3/4" <br /> v <br /> • PLYWOOD SHEETS <br /> • RECURRING ACCESS:MULCH LAYER,6"-8"DEPTH,&STEEL <br /> V PLATES <br /> PLAN <br /> OTREE PROTECTION SUBGRADE AND SOIL PREP- HYDROSEED <br /> SCALE: 1"=1'-0" SCALE: 1"=1,-0„ <br /> CL <br /> (0 <br /> Ois APPROVED <br /> PUBLI ORKS DEPARTM NT <br /> EKY �" ' ' c <br /> N • DATE ii—Ica' ,206, <br /> 3 •<=Ty OF EVERETT REVIEWED FOR PERMIT <br /> 1 <br /> 1 <br /> Q.' IF SHEET IS LESS THAN 22x34 <br /> o_`' EDUCE SCALES ACCORDINGLY <br /> /O+ PROJECT ENGINEER: SCALE: DWG. NO. <br /> % CASCADE �\C711f1('b E. SCHMIDT AS NOTED PORT OF EVERETT L4.02 <br /> of DESIGN a� DESIGNED BY: DATE: WATERFRONT PLACE CENTRAL CIP NO. <br /> �1� Port E. SCHMIDT FEB. 19, 2016 <br /> 1 INTERIM PUBLIC ACCESS 6-8-001-02 <br /> N \0, JI�TT COLLABORATIVE DRAWN BY: CHECKED BY: <br /> �/ <br /> LANDSCAPE ARCHITECTURE+URBAN DESIGN ASHIGTOO,,, R. FINNEY L. LORRY PROJECT <br /> P.O. BOX 538 JETTY LANDING IMPROVEMENTS NO. PA—BL-2016-02 <br /> 0 1402 31D Ave.,Suite 41$,Seattle,WA 98101 ,L 2/19/16 ISSUED FOR BID & CONSTRUCTION a APPROVED BY: <br /> a EVERETT, -3 98206 Aet /l <br /> (425) 259-3164 406)628-9133( T Ieb.com PS M'7 DETAILS <br /> NO. DATE 8Y REVISION NO. DATE 9Y REVISION Cfl+^F'G N0.3)1 SHEET NO. 9 OF <br />
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