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LEGEND <br /> --------------- '•-------------------------------------------- ---------- -- ---------------------- 19_-0• -------------------- <br /> - - - -- - - - -- --I- <br /> IrI I MATCHLINE - SHEET L2.05 t 9'-0` LIMIT OF WORK <br /> POB 5'-0', TYP. I 9'-D, I ASPHALT PAVEMENT; SEE DETAILS <br /> N: 30682.8677 �. L — _ 0 EXISTING ASPHALT PAVEMENT <br /> E: 108352.5656 - -- — - <br /> -0' TYp - I — J AINTED PARKING LINES, <br /> N: 306$4.0259 i GRAVEL PAVEMENT <br /> TOP OF BANK I ::_ :E: 108370.3307 I SEE NOTE #6 <br /> NON-VEHICULAR CONCRETE <br /> I 20-0' N: 30684.0207 I [ PAVEMENT, SEE DETAILS <br /> E: 108370.6778 <br /> HYDROS� '_ AIR SITE <br /> 0" TYR N: 30683.9846 DAMAGE;SEE SPEC NOTES <br /> E: 108371.4152 <br /> EX BLDG CONSTRUCTION JOINT; SEE DETAILS <br /> EXISTING LOG BARRIER, � I = IRRIGATION ZONE LIMIT; <br /> FIELD ADJUST LOCATION <br /> I SEE SPEC NOTES <br /> WITH OWNER'S REP. rn <br /> I' SLOPE ASPHALT PATH TO I PROVIDED BY OWNER. INSTALLED BY <br /> DRAIN; 2% MAX. CROSS CONTRACTOR: SEE SPEC NOTES <br /> SLOPE, 1.5-2.5% <br /> I LONGITUDINAL SLOPE I TRASH RECEPTACLES <br /> 16' HIGH SHADE SYSTEM COLUMN; <br /> I INSTALLATION & FOOTING PER <br /> MANUFACTURER'S DETAILS <br /> 'I -- - l • 8' HIGH SHADE SYSTEM COLUMN; <br /> INSTALLATION & FOOTING PER <br /> I6 TMP _ 2` PAINTED LETTERS; MANUFACTURER'S DETAILS <br /> SEE NOTE 9 I <br /> (� <br /> BENCH; INSTALL PER <br /> MANUFACTURER'S DETAILS <br /> 2'-0", TYPI ® PICNIC TABLE; INSTAL_ PER <br /> 1 MANUFACTURER'S <br /> POB I 4 D ASPHALT PAVING, TYP RECOMMENDATIONS <br /> N: 30672.9324 4I I NOTES: <br /> E: 108351.4477 2'-0`, TYp <br /> it 1. VERIFY AND CONFIRM ALL DIMENSIONS AND <br /> PHYSICAL CONDITIONS SHOWN OR IMPLIED <br /> 0 <br /> SEE L2.06 FOR ENLARGEMENT ON THE DRAWINGS AND SPECIFICATIONS. <br /> NOTIFY THE OWNER'S REPRESENTATIVE OF <br /> N: 30667.1899 J�II HORIZONTAL OR VERTICAL DISCREPANCIES <br /> I E: 108363.8070 J IMMEDIATELY IN ORDER TO RECEIVE <br /> A. .N. 30666.9625 <br /> DIRECTION AND INSURE THAT CUMULATIVE <br /> ... . . . . . . . . . . . . E: 108364.0694 I ERROR DOES NOT OCCUR. <br /> % 2. LAYOUT OF ALL PROPOSED ELEMENTS TO BE <br /> _ 1. . � "`� POB I STAKED IN THE FIELD FOR REVIEW AND <br /> y^ . T :N: 30664.5881 AC <br /> E10$3654087 CEPTANCE BY LANDSCAPE ARCHITECT <br /> r' 'yam A _ <br /> E. . I ELD ADJUST EX LOG BARRIER LOCATION WITH PRIOR TO INSTALLATION. NOTIFY LANDSCAPE <br /> t9 . . . . �. <br /> ' f ��::%::`: I - • _ OWNER'S REP ARCHITECT IMMEDIATELY OF CONFLICTS <br /> A8 - BETWEEN LAYOUT AND AUGNMENT OR <br /> I <br /> / DIMENSIONING AND FIELD CONDITIONS. <br /> 3. ALLRK SHALL BE PLUMB AND SQUARE <br /> = I o UNLESS OTHERWISE NOTED. <br /> N15 4. SEE SPEC NOTES, SHEETS L3.01-L3.03. <br /> • { ?S <br /> � RAVEL TO MEET AND 5 COORDINATE IRRIGATION SLEEVELOCATION <br /> S <br /> 3 <br /> MATCH EX ELEVATIONS, PRIOR TO PAVEMENT INSTALLATION. SEE <br /> •. a��' ��,� SLOPE TO DRAIN SPEC NOTES. <br /> I 6. ALL PAVEMENT STRIPING TO CONFORM TO <br /> II .� a ®�� '•` WSDOT STANDARD PLAN M-17.10-02. <br /> _ Sfo rm uro�f�-r an off 7 ALL IRRIGATION TO BE ROTOR HEADS <br /> : : : : . : : : : . UNLESS OTHERWISE NOTED <br /> 1 firm n �m�h►� s <br /> 8 AVOID IRRIGATION OVER SPRAY OF CONC <br /> I •. : h\\ \.\�\\. : . : : : i r - / f/,l — — I {M <br /> P/ 9 PAINTED <br /> LETTERS <br /> TO E 12" HIGH, <br /> OVFidV_ fYX fVE SarfXe. . HELVETICA FONT. WHITE PAINT PER SEC <br /> \ / 3 <br /> 321723, ARTICLE 2. CONTRACTOR TO SUBMIT <br /> 4 0 SUBGRADE & SOIL PREP - HYDROSEED SHOP DRAWING OF STENCIL FOR APPROVAL <br /> I �3 APPROVED <br /> \ BEFORE INSTALLATION. INDICATE FONT TYPE, <br /> N I ' �' •`- - - -'- f; I I PUBLIC 0 S DEPARTN SIZE, SPACING, & KERNING. TEXT: FUTURE <br /> MILLWRIGHT LOOP WEST <br /> 4 <br /> I I ��4.. :.r.•. . . . - . .i - . . . . I CONSTRUCTION LIMIT FENCE BY-- - <br /> . . .. . . . . . . . . . . .i. . .-.-.-.-. 4.0 <br /> SE SPRAY <br /> I I I IRRIGATION INSIDE'I �,/ o m zo ao <br /> a I L _ _ _ _ _ — — THIS AREA J I MIT OF IRRIGATION [ O �li(/G ' <br /> _ _ I DATE SCALE: 1"=20'-O" <br /> J' CITY OF EVERETT REVIEWED FOR PERMIT <br /> a L————_ IF SHEET IS LESS THAN 22x34 <br /> i <br /> — ————————————————————— ——- <br /> -——— REDUCE SCALES ACCORDINGLY <br /> 3f HMIDR: S�` PORT OF EVERETT DWG. N° <br /> CASCADE dd�d E. SCHMIDT 1"=20'-0" L2.04 <br /> Portof DESIGN DESIGNED BY DATE: <br /> l_ E. SCHMIDT FEB. 19, 2016 WATERFRONT PLACE CENTRAL „ NO. <br /> COLLABORATIVE COLLABORATIVE INTERIM PUBLIC ACCESS 6-8-001-04 <br /> ]31WN BY: CHECKED B": <br /> ° LANDSCAPE ARCHRECTURE.URBAN DESIGN \ �,,,�, J. BARNES L. LORRY BOXCAR <br /> X C A R PARK IMPROVEMENTS <br /> 0 90X 538 tg02 3'm Ave.,Suite 415,Seattle,WA 98101 /� 2/19/16 ISSUE =03 9D& CONST4�'.r_A �� AP'ROVED BY: PA—WP-2016-04 <br /> ETT. WA 98206 c/ <br /> 259-316< R061626-91331 cescededeslgncollab.com <br /> ATwu souor <br /> GE BY REv�510N N0. DA'E BY SITE PLAN SHF=T 6 CF_ I <br /> l <br />