|
•0B FOR LAYOUT ® CORNER OF SIDEWALK LEGEND
<br /> 4'-7" — — — LIMIT OF WORK
<br /> 10'-4" 13'-3" /
<br /> 4'-6" --L" :17— TREE PROTECTION FENCING
<br /> 70'-2" s-8'-9" / y
<br /> 30'-10" 22'-4"------0-8'-0"4-8'-0"4,-80'-0",=-8'-0"
<br /> 2'_4•--—f- CONC CONSTRUCTION JOINT
<br /> , 6"TYP. 8'-O"_A 8' 0^_�80'-0"y-8'_O^ / 12'-2"—�-
<br /> —� 4' TALL FENCE, SEE SPEC NOTES
<br /> 4'-10 co°�o�°o°�° ° -° • s NON-VEHICULAR CONCRETE
<br /> °.•° ° o 0A3� s j " PAVEMENT: SEE DETAILS
<br /> r. o ' REPLACE EX ELEC BOX - ' ' z� " , °1 �' o' —
<br /> !i " s, PER COE STANDARD } 1 1� I 1
<br /> m / I VEHICULAR CONCRETE PAVEMENT;
<br /> I ' of .„°";97 u . ; . '. DETAIL 805A & 8058 • • 1 . , 2,-0" //�� Y- \ SEE DETAILS
<br /> BOX TYPE SIZED TO=
<br /> ,, ^ :w,° - s •• s. .ACCOMMODATE EX UTILITY ,- a ° -9" \ 1:00-0-...c ,
<br /> O r 4' / \� Jrt` PLANTING AREA SUBGRADEPREP
<br /> I I T a /// \ �,� SEE PLANTING PLANS & DETAILS
<br /> p
<br /> 's 2-10"
<br /> N I o - ° P --d0.3,-.0, aasao j \\.
<br /> '- I ° °°°°,° ° ° 1 EXISTING TREE TO REMAIN
<br /> ��� M o°o°�oc�o.00aoc // •
<br /> '- - '. s • s ° °$°aog °D POB FOR LAYOUT / m • INNER CRITICAL ROOT ZONE
<br /> - 5'-0"4'-6" e EX PA o n CORNER OF CURB /� ` \ ` � '
<br /> a
<br /> -`-, / C OUTER CRITICALROOT ZONE
<br /> EX PA —
<br /> .n w� f - \
<br /> 01 ,' ° r�• CONCRETE,PAVE -' — — — — — _ —o PROVIDED BY OWNER
<br /> V is �4,�3� ATCH ASPHALT AS w
<br /> -a' ,, o I ° c.v REQUIRED, SEE r J INSTALLED BY CONTRACTOR
<br /> � ° y• PEC OTES ? 0
<br /> �= o s`. s/ 1 GONG E1E $GESR1NG P fiTERN 1 INSTALL ADA RAMP PER 17. 1 I BENCH; SEE SPEC NOTES
<br /> ° 36, 2 Q2 A n -- I N EVERETT STANDARD 3-17.3(8) 'ARKING LOT STRIPING, TYP
<br /> —1" ° i 4.a✓. , I LUSH CURB, o r
<br /> .I I •-11 50 ��G+ "/ MEET & MATCH TYPE 4 CUR R H/II P R I TRASH & RECYCLING RECEPTACLE;
<br /> 1 /rH
<br /> r EXISTING TC,
<br /> SEE SPEC NOTES
<br /> �� s 7 PER sTp >DwG 31oA.
<br /> 6 2\ - n ' TYP SEE L2 03 w /� UMBRE EE SPEC NOTES
<br /> UMBRELLA; S
<br /> \ - o°° °L 7� = :, ___ —L _... _ '', ADAPARKING SIGNAGE; SEE
<br /> \ ° r /, r ,' — SPEC NOTES
<br /> °°° \` �,p NEW PAS r J 1 - ``..
<br /> —
<br /> ti, J� / EW CEMENT CONC CURB
<br /> 1 /-•;',..=.7-f.,.' // SIMILAR TO EX CURB; . BOLLARD; SEE SPEC NOTES
<br /> 1, �" MEET & MATCH EXISTING ® DRAIN COVER; SEE SPEC NOTES
<br /> MEET & MAIC
<br /> ,� EXISTING CONC AND NOTES:
<br /> 0 / �' �� Bob, } JOINT PATTERN, TYP
<br /> 1 ! �/ r-7,-,000,0:::0-0-0Oa1. VERIFY & CONFIRM ALL DIMENSIONS &
<br /> j / <, oog°oo� ° ) S s f C1 PHYSICALCONDITIONS SHOWN OR IMPLIED
<br /> I./- /' �% PATCH ASPHALT AS-' \.` —_ _ 1 REPLACE EX ELEC BOX k q • ' o� ON THE DRAWINGS & SPECIFICATIONS.
<br /> REQUIRED, SEE 00 o N� i s PER COE STANDARD' I NOTIFY THE OWNER'S REP OF HORIZONTAL
<br /> o (' 2-p"• TYP SPEC NOTES w 1 DETAIL SO5A & 805B; f ?' / -o� OR VERTICAL DISCREPANCIES IMMEDIATELY IN
<br /> w 114 1 ;��� • °° ORDER TO RECEIVE DIRECTION & INSURE
<br /> / ���� BOX TYPE SIZED TO• "�� .r °
<br /> TYP.--1,- i1 ;°oa '°° t Imo_`,, r .ACCOMMODATE EX UTILITY .8.0.0.0.0.%21° ° o °° °� THAT CUMULATIVE ERROR DOES NOT OCCUR.
<br /> ° 2. LAYOUT OF ALL PROPOSED ELEMENTS TO BE
<br /> p I I. - o°R p 5 0 r - a ° ° ° ° ° °„°°°� STAKED IN THE HELD FOR REVIEW &
<br /> {// °°, s 1YP• ' -. P° 1 " "•d°gc,C3o%00000gg` ACCEPTANCE BY OWNER'S REP PRIOR TO
<br /> �/ /�/ ' / $0°C �I� : ,,I s 1'r,° °�°°ol INSTALLATION. NOTIFY OWNER'S REP
<br /> �7 °off` 117 ,j'. -r " s .o.o.o°° °o°u°i IMMEDIATELY OF CONFLICTS BETWEEN LAYOUT
<br /> W I 18-0". TYP �! I 000< F _,a. I` I, _ s °° °° °u<<o00 & ALIGNMENT OR DIMENSIONING & FIELD
<br /> -,_:________LL' /i' w g°°°°°° ° °� g°:II ,1 ,• 3. ALL WORK CONDITIONSSHALL BE PLUMB & SQUARE
<br /> rn 2'-0', TYP °°°°°°° �,.°°, °'°° 71 eC �(.`' 1
<br /> _; °°°° I I UNLESS OTHERWISE NOTED.
<br /> I`' °o:�� a 4. SEE SPEC NOTES, SHEETS L3.01-L3.03.
<br /> 4004
<br /> °°
<br /> ill
<br /> W •ARKING LOT STRIPING, j i' S. SEE SHEET L5.00 FOR GENERAL PLANTING
<br /> SEE NOTE 6, TYP I w n '= ;o I % I _ _ NOTES.
<br /> l
<br /> -------r-',- I o -' G 1 I 6. ALL PAVEMENT STRIPING TO CONFORM TO
<br /> fir u WSDOT STANDARD PLAN M-17.10-02.
<br /> M a II { _�, :.fis j I I 7. CONCRETE PAVEMENT JOINT PATTERN TO
<br /> ALIGN WITH EDGES OF PLANTING AREAS &
<br /> 2'-0"TYP. • I a I ADJACENT PAVEMENT. SPACING TO BE EQUAL
<br /> o .* 2'-0" 1 P. I w \ VF
<br /> 02-
<br /> Cy; 4'-4 i r \ \,. .-t
<br /> -------------_-- &AT 90' ANGLES.
<br /> m �; J/o:t �' f I z �-� 8. COORDINATE IRRIGATION SLEEVE LOCATION
<br /> J If / II 44 /• J PRIOR TO PAVEMENT INSTALLATION. SEE
<br /> / I`l n o°° 4# / SPEC NOTES.
<br /> o
<br /> 41444
<br /> N -' I t
<br /> \� APPROVED a5 10 204'-7" 1#14) :�,- PUBLI . ORKS DERARTMEN''
<br /> v - 1 - / SCALE: 1"=10'-0"
<br /> SOUTH MARINA CONCEPTUAL SECTION B-B' '
<br /> -� - i i • 01
<br /> ` I �// 4'_7" �'7 � BY_ .A/,il. '.' ' . I
<br /> _" O CONCRETE SCORING PATTERN DATE 1
<br /> N
<br /> a.
<br /> N SCALE: 1"= 10' CITY C?t'�V STT�fCVI W l3 taf�PERMIT
<br /> IF SHEET IS LESS THAN 22x34
<br /> 0.
<br /> REDUCE SCALES ACCORDINGLY
<br /> rn
<br /> 4 PROJECT ENGINEERHMIDT KALE: PORT OF EVERETT °"G " L2.02
<br /> DESIGN
<br /> CASCADE 6119..3 DESIGNED
<br /> BMIDT DATE 10'-0"
<br /> `�. Porto COLLABORATIVE
<br /> E. SCHMIDT FEB. 19, 201 WATERFRONT PLACE CENTRAL CIP No.
<br /> DRAWN BY: CHECKED BY:
<br /> INTERIM PUBLIC ACCESS 6-8-001-03
<br /> SLUE OF
<br /> J. BARNES L. CORRY PROJECT
<br /> -C /j P.O. BOX 538 LANDSCAPEARCFifIEtIUV1tF+°RBANDE4GN NC. PA—SM-2016-03
<br /> 0 EVERETT, WA 98206 1402 3 Ave.,Salta 415,Seattle,WA 98101 0 2/19/16 ISSUED FOR BID & CONSTRUCTION APPROVED BY: SOUTH MARINA P LA Z A
<br /> __wC , -._...
<br /> SITE PLAN 4 of �3
<br /> (425) 259-3164 R0 61 6213-9133 1 usudadeatpneolkbeom ao�or
<br /> (
<br /> 3 N0. DATE BY REV N0. DATE BY REVISION NO.D! SHEET �O.
<br /> J qty nom,_,--..::
<br /> 1
<br />
|