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<br /> 4 s
<br /> LEGEND
<br /> A
<br /> — — — LIMIT OF WORK
<br /> � EXISTING ASPHALT PAVEMENT
<br /> ," / 1 - I SI NON-VEHICULAR CONCRETE PAVEMENT;
<br /> // -,-._ © •EEPROTECTIONANDCSSTRIICTIONLIMITFENCE SEE DETAILS
<br /> / `� ff 1 REPAIR SITE DAMAGE; SEE SPECS ON SHEET
<br /> SP I\ I L3.01-L3.03
<br /> / \
<br /> / �a 18.55 \ , —TTM ... TREE PROTECTION FENCING; SEE DETAILS
<br /> / tib 3'-0" TYP.W'` 3'-0"TYP. \! �`•AVING JOINTS
<br /> I - --.--.—JJ—.—
<br /> ,
<br /> w- r CONSTRUCTION JOINT; SEE DETAILS
<br /> • \
<br /> JETTY LANDING PARK CONCEPTUAL SECTION A-A'© / ii. .W - •s`is' +.° W'- ,\_-_/ �� 1 / -.\
<br /> EXISTING TREE TO REMAIN
<br /> L4.01 • / 0 C.03 ONCRETE PAVEMENT
<br /> L4.......5 / a 18.35 W✓per• * S •` � 4 i\ i INNER CRITICAL ROOT ZONE
<br /> / 6 p �D/ ; ? �� fi - _ OUTER CRITICAL ROOT ZONE
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<br /> s,\ ;.18 55•• 6/.• . 18.94 �f/
<br /> • \V O i s\c '� ;;N
<br /> g`\• y �/1 �� • "18.94 Jo I DM REMOVE TREE & STUMP (4 TREES)
<br /> ,0 s` j ,, A POB AT
<br /> 0 •N. .
<br /> F �, 6 .� r `9':)/.2,,,,'^ CORNER OF -
<br /> I 18.35 ';•• 'X18.74' ^ EX. ASPHALT -14
<br /> i J. c , O/ 1 18,94•A PT o
<br /> I G\OS JPO ` r W. �• 90' • PT ,c18.79 .' .. . 6_6". I ao I T I R I TRASH RECEPTACLES; SEE SPEC NOTES
<br /> J 18• PT • l/' A
<br /> 18.94 .• 18.85 6s- f 18.60 O 16' HIGH SHADE SYSTEM COLUMN; SEE SPEC NOTES
<br /> •
<br /> — /-- - - ''
<br /> LL W G
<br /> moo" ` s •• ' -' ` SLOPE TO DRAIN; 6:1 MAX SLOPE, TYP 18.60* *.,*„* 18.08
<br /> ` s 18.74 _- WITH ASPHALT WALKWAY; SLOPE FLUSH • 8 HIGH SHADE SYSTEM COLUMN; SEE SPEC NOTES
<br /> T MN•
<br /> • - TO DRAIN; SAWCUT ASPHALT AND PATCH
<br /> AS NEEDED FOR STRAIGHT EDGE PICNIC TABLE; SEE SPEC NOTES
<br /> I%
<br /> I 13\0 W�
<br /> Y oO y L©.UBGRADE AND SOIL PREP-HYDROSEED I `\
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<br /> , � -- / TRASH ENCLOSURE; INSTALL PER
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<br /> ati/ \N.:\ — \ MANUFACTURER'S RECOMMENDATIONS
<br /> PRESERVE 8c PROTECT EX CONC _,\ \.. — — — e e I I
<br /> PAD , V% /i \ I / /
<br /> EXISTING TREES TO REMAIN, 1YP. I IL
<br /> I I "8-0" I K1-15,
<br /> ---TP __ / / I 1. VERIFY AND CONFIRM ALL DIMENSIONS AND PHYSICAL CONDfTIONS
<br /> --- - \ i / SHOWN OR IMPLIED ON THE DRAWINGS AND SPECIFICATIONS.
<br /> to./ , /--- �\ NOTIFY THE OWNER'S REPRESENTATIVE OF HORIZONTAL OR VERTICAL
<br /> - DISCREPANCIES IMMEDIATELY IN ORDER TO RECEIVE DIRECTION AND
<br /> ` �/ `\ _ \,--`\ i \. INSURE THAT CUMULATIVE ERROR DOES NOT OCCUR.
<br /> ! I,. ! \ K \ 2. LAYOUT OF ALL PROPOSED ELEMENTS TO BE STAKED IN THE FIELD
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<br /> 9� \-, ,J I � �(��_ /,\_-�''� \ 1 I -- RTO
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<br /> \" / y LAYOUT AND ALIGNMENT OR DIMENSIONING AND
<br /> FOR REVIEW AND ACCEPTANCE N
<br /> I4 I 9,. \ I / I i' / 1
<br /> INSTALLATION. NOTIFY LANDSCAPE ARCH
<br /> FIELD LCONDIITIONS.
<br /> m 1i 1. % 3. ALL WORK SHALL BE PLUMB AND SQUARE UNLESS OTHERWISE
<br /> 1 .
<br /> x
<br /> co / > IRE HYDRADO NOT BLOCK -
<br /> /
<br /> I
<br /> Ls, \ �� ��,/ 5. COORDINATE RS, SHEETS L 1LOCATION PRIOR TO PAVEMENT
<br /> as / - --;/ I INSTALLATION.R EETISPECLLOTES.
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<br /> J , APPROVED P disperseover YE ehvilvC
<br /> N PUBLI WORKS DEPARTMENT y 9
<br /> o / REMOVE TREE & STUMP, TY ,a Sari"tees•
<br /> A. BY 1a � L D 5 10 20
<br /> a
<br /> 0ini mon
<br /> NORTH MARINADATE 4/r/, "")/' SCALE: 1"=10'-O"
<br /> CITY OF EVERETT REVIEWED FOR PERMIT IF SHEET IS LESS THAN 22x34
<br /> a REDUCE SCALES ACCORDINGLY
<br /> 3 PROJECT ENGINEER: SCALE: DWG, NO.
<br /> ' CASCADE .�G E. SCHMIDT 1"=10'-0" PORT OF EVERETT L2.01
<br /> w xa+ N \'� Porto DESIGN DESIGNED BY: DATE:
<br /> `�• EvEREnCOLLABORATIVE E. SCHMIDT FEB. 19, 2016 WATERFRONT PLACE CENTRAL C,P ND.
<br /> DRAWN C CHECKED 9,
<br /> INTERIM PUBLIC ACCESS 6-8-0O1-D2
<br /> o ��\• ,a, J. BARNES L. CORRY PROJECT
<br /> LANDSCAPEARCHITECTUREeaWe, DESIGN8101 JETTY LANDING IMPROVEMENTS
<br /> P.O. BOX 538 �anno uO. PA-BL-2016-02
<br /> EVERETT, WA 98206 1402 3'"Ave.,Suite 415,Seattle,WA 98101 0 2/19/16 ISSUED FOR BID Sc CONSTRUCTION
<br /> APPROVED BY:
<br /> 425 259-3164 (206)628-91331D�la1 SITE PLAN 3 I�
<br /> NO. DATE BY REVISION NO. DATE BY REVISION G1eNfVE 110.DJ SHEET NO. OF
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