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,�{���- rtik...
<br /> (Mork. Inseek o® I .an4 AIIt6 LEGEND —
<br /> * ®�l w " �f 31ve- s �C®urs& LIMIT OF WORK
<br /> q 5r®! ------ GRADE BREAK
<br /> 16 EET & MATCH EX CONC PVMT RADE BREAK radii pr7pr on Cyril per -w — TREE PROTECTION FENCING
<br /> - 16.51
<br /> 9 e e 4' TALL FENCE, SEE DETAILS
<br /> J EX
<br /> NON-VEHICULAR
<br /> k } 1
<br /> EX , CONCRETE PAVEMENT
<br /> v
<br /> \ E i ��
<br /> ' I< 1660' s —1 � e / / / CONCRETE
<br /> I " I / \— �\ VEHICULAR
<br /> MEET & MATC I \ PAVEMENT
<br /> q ' s, a ;. � EX / /
<br /> EX CONC PVMT j I, 16.80 ; 16.86 ,
<br /> e 16.64 `"h':- <. L ,..A.,'-Ex --�C \ / \-
<br /> • p f 7.01 17.00 , /
<br /> a\ �\EX EX ► , 16 57; {( ii._,, ^ i . PA PROVIDED BY OWNER
<br /> ,r __-_.-_. ----" \� - INSTALLED BY CONTRACTOR
<br /> 16.79 16.69 EX , , 3 s —
<br /> I 16 72 1" a I t t,s /'
<br /> ` r- lv-Gao,—U s — 16 68 `�XEX ;/j�// REMOVEABLE BOLLARD; SEE
<br /> X \,-/ ,-
<br /> 1 f 6.75 ) SPEC NOTES
<br /> VIPTW 1 V 11 RIM
<br /> BW 17.13 16 60 1 } r .. 1 1 E —1 l
<br /> `,' 1."..:1
<br /> r I _I EX DRAIN COVERS (2) TO BE
<br /> 16 73\' EX EX 4 .' ,: o --.e• 1r 1 1 I I ® NTS& REPLACED, SEE SPEC
<br /> 16 3 ., \-7: } 1 4%
<br /> 16.56 __..
<br /> 16.83 1
<br /> ' a\ : I a EET & MATCH EX ASPH PVMT I D I NOTES:
<br /> MEET & MATCH EX CONC ; 1642 ?' 4 < s. EX I 1. VERIFY & CONFIRM ALL DIMENSIONS &
<br /> ;��_ PHYSICAL CONDITIONS SHOWN OR
<br /> X MEET & MATCH TOP '' . USH C*'...*,;.,✓� ,'„ 16 40 ,,, 16.49-TP--t- _ _ ON THE DRAWINGS & SPECIFICATIONS.UE
<br /> D
<br /> --
<br /> \OF
<br /> EX CONC CURB 0/ 'EX '�/ / J NOTIFY THE OWNER'S REPS FI MHORIZAOTNETALIN
<br /> 1/; 16.30,/ A ORDERRTIOARECEIVEEDIRECTION &ENISURE
<br /> EX P
<br /> 1621 ' N T. o ' / ;.;, ----.. _ .;.__
<br /> THAT CUMULATIVE ERROR DOES NOT OCCUR.
<br /> ° 16.34! — -- 2. LAYOUT OF ALL PROPOSED ELEMENTS TO
<br /> BE
<br /> PANIN EXISTING
<br /> STAKED IN THE FIELD FOR REVIEW &
<br /> dl BUILDING ACCEPTANCE BY OWNER'S REP PRIOR TO
<br /> EET& MATCH TOP OF EX CONC CURB INSTALLATION. NOTIFY OWNER'S REP
<br /> i 5 Ex IMMEDIATELY OF CONFLICTS BETWEEN LAYOUT
<br /> /16.09 &ALIGNMENT OR DIMENSIONING & FIELD
<br /> �,. CONDITIONS.
<br /> 7 , �� �� 3. & SQUARE
<br /> ALL WORK SHALL BE PLUMB
<br /> UNLESS OTHERWISE NOTED.
<br /> MEET & MATCH EX
<br /> : / \ \\\.\\ ,
<br /> 5. TO
<br /> 4. SEE SPEC NOTES, SHEETS L3.01 L3.03
<br /> POWER WASH EXISTING CONCRETE
<br /> t/ ASPH PVMT I REMOVE STAINS & DISCOLORING.
<br /> 6. SLOPE TO DRAIN. ALL SLOPES MUST BE 1%
<br /> MIN & COMPLY WITH FEDERAL ADA
<br /> NI GUIDELINES.
<br /> ,
<br /> ,
<br /> X I `
<br /> /---
<br /> , /
<br /> oi ,v 44,
<br /> N IN, '
<br /> :
<br /> N
<br /> O ` - f -_..._. - 1 W V L.r �• 0 5 10 20
<br /> T-- ______
<br /> / PU, LI •RKS Cf A ENTEll IIIMINIMIIII
<br /> 3 % SCALE: l''=10'-0"
<br /> I
<br /> rn
<br /> E
<br /> N // DATE r... f
<br /> / CITY OF EVERETT-RE-VIEWEd"C=DR PERMIT
<br /> 41
<br /> i/ IF SHEET IS LESS THAN 22x34
<br /> a ;' REDUCE SCALES ACCORDINGLY
<br /> i
<br /> m
<br /> ' PROJECT ENGINEER: SCALE: PORT OF EVERETT DWG. NO.
<br /> CASCADE �(� E. SCHMIDT 1 =10'-0" L2.03
<br /> 12
<br /> DESIGN ' v ` DESIGNED BY. DATE. WATERFRONT PLACE CENTRAL
<br /> Port Of E. SCHMIDT FEB. 19, 2016 CIP NO.
<br /> m :1' COLLABORATIVE DRAWN BY: CHECKED BY: INTERIM PUBLIC ACCESS 6 8-001-03
<br /> sm. J. BARNES E. SCHMIDT PROJECT
<br /> rf `""° ARCHITECTURE
<br /> ' " "" 'ttle, ° """' SOUTH MARINA PLAZA
<br /> P.O. BOX 538 NO. PA-SM-2016-03
<br /> o. EVERETT, WA 98206 1402 V'Ave.,SUite 415,Seattle,WA 98101 , , 2/19/16 ISSUED FOR BID & CONSTRUCTION i'+_�_M��SL APPROVED BY:
<br /> (425) 259-3164 (206)628-91331 cescadedea}yncollab com "c 5�d GRADING PLAN
<br /> NO. DATE BY REVISION N0. DATE BY REVISION 573
<br /> SHEET NO�,...5 OF 13 +,
<br />
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