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NEW CONCRETE <br /> PAVEMENT WITH 5'x5'0 i4 4 GRADE REPLACE LID, ADJUST DOG WASTE STATION, <br /> GRID PATTERN TO FINAL CONCRETE BOW WOW WASTE LEGEND: <br /> ❑ <br /> � s�°a�, 4c. f a 4 4�a w / I , �;I y r. GRASS PLANTINGS <br /> GRO <br /> W W y - W * W W y 1 I - 4 y W ,, ,- W *W W y .,W y i W it-; I CONCRETE PLACEMENT 40• �,� <br /> qi Y I Z oFWy <br /> �4 4 Q I4 •�� ; ASSORTED LARGE �V ' . <br /> e Q _ • ;:4__� ROUNDED RIVER ROCK . AT C A ,* <br /> -` ROCK-BOULDERS ► c\i, 10:,,� �)'f,i •.� <br /> W W W a r W W •,' <br /> W W W W W "' a,%,< CJ4 ;� 4 a1 CJ �. < nine r W r;, W y `, <br /> NEW GUARD RAIL, J 4 �Q�I O� .i!� NEW 3-FOOT WIDTH FULL <br /> Q IOI���ai�I �, V / PAVEMENT PATCH <br /> SEE DWG 7 W W . 4 4 4 Q, I M►�4$.***4 ` )1 <br /> 4 II t ;, <br /> 4 a � ►/.�..v...ava_ �(. 54895 <br /> W -�- ' _ j-�— �, p_ �y �� /���0/i �I NEW LANDSCAPE AREA Z '4, .,• �' <br /> i <br /> W W W N�O���Q��9 44 0 4�/r' � 5'-2"\ ❑ REMOVABLE BOLLARD AND �N�'� <br /> ANTHONY'S ►���I���;� 6 �� p / i \ ❑ • ❑ FOUNDATION <br /> WOODFIRE #440*` NEW 22.5 LF OF CURB, <br /> PICNIC �►� �►� 2 9 a SEAL COAT EXST & NEW�� TAPER TO MATCH 5-2 <br /> �� i p SEAL COAT LIMIT REMOVABLE BOLLARD <br /> • <br /> AREA OI��, _G ASPHALT PVMT. D GRADE AT CONCRETE <br /> j �,I 4 1 ❑ FOUNDATION AND CAP ONLY <br /> ,��IO a O ° 0 0 0 ❑ b NEW HANDICAP PARKING STALL <br /> / SIGN <br /> G� Diiin1/2. REMOVABLE BOLLARD r <br /> SIO �� AllFOUNDATION AND CAPS ONLY CONTRACTION JOINT DETAIL <br /> REMOVAB ' , ° 1 <br /> / 56 <br /> BOLLARD D j <br /> FOU ►.ATI O NEW CROSSWALK Aililk <br /> 1 1-FT WIDE BARS 1. CONSTRUCTION JOINT DETAIL <br /> j 9 0 WITH 2-FT GAPS / 5 6 <br /> rt,„„ T 1 NEW PARKING 4I STALLS PER COE 0 <br /> STANDARDS <br /> o <br /> NOTES: <br /> 9.0' TYP 1. REMOVABLE BOLLARDS SHALL MATCH "DG-4” BY URBAN ACCESSORIES, AND MEET COE <br /> SEAL COAT EXST & NEW <br /> �; ASPHALT PVMT. j RESTROOM/SHOWER/LAUNDRY STANDARD SPECIFICATIONS. FOUNDATIONS AND BASES SHALL BE MOUNTED SUCH THAT I.... <br /> jl , I y AND OFFICE SPACE THE AXIS OF INSTALLED BOLLARD IS PLUMB. <br /> I { I � ' 2. ALL BOLLARDS SHALL BE INSTALLED 5'-2" APART NOMINALLY. <br /> 3. REMOVABLE BOLLARD FOUNDATIONS SHALL BE EQUAL TO OR GREATER THAN COE STD. W <br /> < DWG. 341 REQUIREMENTS. Q„ <br /> 4. CONCRETE CONSTRUCTION JOINTS SHALL BE ON A 5-FT BY 5-FT GRID PATTERN. LU X <br /> E RESTRIPE STALLS 5. FINAL JOINT LAYOUT TO BE VERIFIED BY PORT IN THE FIELD PRIOR TO CONCRETE <br /> PLACEMENT. LAYOUT SHOWN HERE IS PRELIMINARY AND GENERAL. IL LL <br /> / i j 6. SLOPE CONCRETE TO MATCH SIDEWALK ELEVATION TO THE NORTH AND ROADWAY LL 0 <br /> A ! 7- ALLEMENT CONCREOTETHE AREASUTH. 0SHALL DRAIN TO ROADWAY. - W <br /> 5'-2" 5 2" �- <br /> I! l� 8. ALL SLOPES SHALL BE LESS THAN 2%- I-- LU <br /> N A ❑ 0 ❑ '1 r 9. GRASS PLANTINGS SHALL BE PRE-GROWN SOD U <br /> - -I� '`��` 10. NEW LANDSCAPE AREA TO BE MULCH AND LOW GROWING SHRUBS, PORT TO L <br /> REMOV •LE BOLLARD o APPROVE CONTRACTOR PLAN PRIOR TO INSTALLATION. Ce.4111 W <br /> FOUNDATION AND`, PS ONLY I _ SEAL COATI LIMIT 11. NEW CURB TO MATCH EXISITNG AND TAPER INTO CONCRETE. MATCH CITY STDS. <br /> NEW CROSSWALK <br /> HARDSCAPE PLAN <br /> WITH 2-FT GAPS <br /> SCALE: 1" = 20' <br /> FULL SIZE 11X17 DWG <br /> PROJECT ENGINEER: SCALE:4 PORT OF EVERETT °WG No <br /> E. GRONEWALD AS SHOWN 5 <br /> PortPort O DESIGNED BY: DATE SOUTH M A R I N A <br /> E. GRONEWALD JULY 2018 CIP NO. <br /> ;: DRAWN BY CHECKED BY: C 0 M M OD 0 R E PLAZA 6-8-001-03 <br /> v. E GRONEWALD J. KLEKOTKA PROJECT <br /> j P . BOX 538 A 7/25/18 EDG PERMIT DRAWINGS APPRe✓ <br /> HARDSCAPE PLAN NO. PA-SM-2016-03 <br /> EVERETT, WA 98206 <br /> (425) 259-3164 <br /> N0. DATE BY REVISION N0. DATE BY REVISION SHEET NO. 5 OF 8 <br />