|
SEC 29,TWP29,R05,WM
<br /> L / RAMP
<br /> . _ ////ly /
<br /> 1 .n;',.• . / / :
<br /> �/ �!- E� 9N� / / / / CERTIFIED EROSION
<br /> /—v04, ` OWNER/APPLICANT
<br /> rN0 1�2 / yp �� 7�► ♦ CONTROL SPECIALIST ST MARY MAGDALEN PARISH—EVERETT
<br /> / G 710 NINTH AVE
<br /> _` �L ��� BRIAN LINOSAY
<br /> ��S,O i. �m /� BRL SERVICES LLC SEATTLE, WA 98104
<br /> / Np�O R. L1 L 2221 EVERETT AVE,SUITE 203
<br /> 410 k�o 5 ��-- I EVERETT,WA 98201 SITE ADDRESS
<br /> 8717 7TH AVE SE
<br /> y pati'� �`� EN 25 ENGINEER
<br /> SITEVERETT, D RES
<br /> wEMP - ENGINEER h--L -
<br /> 98208
<br /> T � EL 541 5�.
<br /> p LANDING ,,,k�\ TEO TREPANIER
<br /> fv/ a BRL SERVICES LLC
<br /> / GRAPHIC SCALE 2221 EVERETT AVE, SUITE 203
<br /> \ 20 0 10 20 EVERETT, WA 98201
<br /> / ! % N d1 ` ` 425 259 5556
<br /> w
<br /> / / �� ' � ,.� �� 1=20
<br /> RAMP / E/ \��jyj � !
<br /> //j / \ 4l
<br /> NA)� I '` .-i - EDGE NOTES
<br /> / '� j
<br /> ., ,, !J =,�r/ Y MONOLITH[THICKENED
<br /> / _.';`r '" �/ CURB AiCRRIEWAIX.-_ `
<br /> 7 \\ i /'! i 3/N FULL
<br /> DEPTH JOINTS
<br /> , 3/8'FULLDEPTH EKPANSION 1. SIDEWALKS SHALL 9EAMINIMUM QG4'TMI[K AND
<br /> .1 \\V-` 3DL DEPTHMAX INTERVAL fL %LINT 30'MAXINIE0.VAl 6' SMALL BE COMMERCIAL MIX CONCRETE AS CALLED
<br /> I� r i /' NPB FULLOEPTH JOINTS t' VGROOVECONTROL HMAORCONC OIJ'INWSD(1T STp SPECS,WITH AIR ENTRAtNMEHT
<br /> ' 1" l /` f JOINT P \' 2%MA% (MIN 45%,MAX 6.5%}
<br /> . 6 e• f r 1> f"'SCE"HALFDEPTN r 1 IM1T PAVEMENT L d_- _ 2. SHALL
<br /> Y NTl/4"DEEPS' A
<br /> EXPANSION JOINT / 1 ERYpLS BETWEEN FULL �— GENERALXFULLD PLACED
<br /> EXPANSION HOSEI
<br /> '\ ! t AND HALF DEPTH EXPANSION �-- ,�--c GENERALLY BE PLACED TO MATCH THOSE IN
<br /> li INTERVALS ` ( p.) /01NT5 ttP / T IP. J ADJACENT CURB&GUTTER.(WITHOUT'PIom,
<br /> BETWEEN FOLL DEPTH Ft L-- : STRIP}.MAXIMUM SPACING OF 3D FEET,FINAL
<br /> L I \ •5- t` 3/8"HALF DEPTH
<br /> I _ ` -y --- _-- �°- Y ! EXPAN =-i'-.' 1 SP INSPECTOR IN THEIFIELD.
<br /> T N,V E DECIDED BY THE
<br /> / � /? SIGN NJ!Ki INS
<br /> \ '\ 4 (/i 15 INTERVALS 81 u_FI
<br /> ! ,\ + ,`� / f BE114EEN FULL 3. SUBGRAOESHALLBECOMPACTED TO NOT TESS THAN
<br /> �S ^ - ' I DEP 95%OF MAXIMUM DENS,V.
<br /> �V VGRDVE CON'ROL - ' ` ��rw ��
<br /> �„ 1 ✓a $ {y{` JOINT PVC ACE0EP G. Rom• r {/\\ SIDEWALK
<br /> SECTION
<br /> 4, SIDEWALK SHALL BE AT LEAST 6-THICK IN DRIVEWAYS
<br /> `` �/I + FROM fACE OF CURB ' �,T ,\ ��\'•`,/ `•.y RB
<br /> &SIDEWALK SECTION AND BEHIND ROLL-NRB(STANDARD DRAWING 3DB)..
<br /> IT Y
<br /> ,c ` \✓ \\ r/ ,' \�,1C`, `�`l PER 5 TRANSPARENT WRING NMPOCSH SKEINSCOVERED
<br /> IN THE FINISHED SIDEWALK SHALL BE SPRAYED WITH
<br /> ' VGROVE COP1T0.0 JOINT I/p I .;\ S! 6 MIN WATERPROOFIASTI F..I I THE
<br /> I / L`- - \ T a r '1L'- -^---- EVENT OF RAIN OR OTHER INCLEMENT WEATHER,
<br /> / ,,. ■ DEEP S'INTERVAl58F'fWEEN •�, .\, 1'R- ,-
<br /> I y "._/ -' - f�j, ' FULL.AND HALF DEPTH MONOLITHIC \\ �'�" - 2%MAX j- CURING
<br /> TIME SHALL BE FOPAMINiMUM OF]2
<br /> ij
<br /> �� ��\ 4Y {I.� EXPANSION l01hT5 iYP --- jl li„`T-y---'-'-'•-� S. ALL JOINTS SHALL 6E CLEANED AND EDGED WITH AN
<br /> 1\ J' .i µry CURR&SIDEWALK TYPE E:CURB-` --_ ,\'-*>:7v i - .� '
<br /> `Y Y `2 �j/ EOGERHAVMIGA3/8"0001U5 AFTER FINAL BROOM
<br /> �/ TYPE E-1 CURB&SW HMA OR CO NC V ', 1,-, FINISH tS COMPLETED.
<br /> 1 2'CRUSHED SURFACING
<br /> ' i PAVEMENT- -- ( BASE COURRE,COMPACTED ]' SIDEWALKS ARE 6'MIN WIDE OR AS APPROVED BY
<br /> / T095%MlrX DENSITY
<br /> THE CITY ENGINEER
<br /> -6' WALKWAY TYPICAL �� 3/8'FULL DEPHTERVAL MA
<br /> "`lll ` yjS� / JOINT30 LOA INTERVAL MATCH TYPE El.CURB-- 8. CURB REVEAL MUST MATCH EXISTING TOP O VMS
<br /> 3 l�A�_� / CURB FULL DEPTH JOINTS OR REPUCEMENF PROIECtS.THIS NEA*FS tHAT THE
<br /> r(� '1-�'`1 a AT� —/'7'` ) TYPE E-S CURB,PLANTER STRIP& SECTION BUT TILE iTinskB ISPIACEDiNASSHOWNINjHETYPICAI
<br /> �T � �'p `4.., j!7\ ~ /- p-'1/2`FULL DEPTH FXPANNO.N SIDEWALK SECTION OF URB SO LESS THAN 6V MAYBE REVIEALE COVER FACE
<br /> ---.�-lf- .fr- l ROVE CONTROL tO1NT i(9"DFEP
<br /> - INTERVALS BETWEEN GULL AND
<br /> -_-� ` .y I / IF DEPTH EXPANSION JOINTS TVA /r IOINT30 MAX INTERVAL
<br /> , V-GROYECONTROL
<br /> ,r
<br /> �" / / l�3(8`HALF DEPTH � f '! 10 NT I/4"JEEPS' 6MIN
<br /> COLD JOINT SEE NOTE])
<br /> p fi. ✓� ' Y ` 'i EXPANSION tOiNT ] 1; INTERVALS BETWEEN FULL ( I ,.--CEMENT NNCRETE
<br /> \\• /% •.--y- n t 15'INTERVALS BETWEEN f c AND HALF DEPTH IXPANSION 2%MAX SIDEWALK
<br /> y�.�7 \/ {} 30'FULL DEPTH JOINT / I / i JOINTS TM
<br /> HM40R[ONC
<br /> 17' I_ 1\ I `e ,l � Y((1 K p PAVEMEN /
<br /> '/_ (/7 1y I \ �,\ i �� f lr / 1,:,., {.r 3/8'HALF DEPTH \----ii F _;_.,-..".,.-I
<br /> �� / \ �- NT
<br /> f/\",,-F I \�.�1 ��',T.., '" �' \ �I^ 15'INTERVALSLXPANSION LB TWEEN TYPE A-1 1 2 CRUSHED SURFACING Pa
<br /> f , '`� `_ COLD JOINT-- `'��w�.,,\,,.:, ��\` \- v�•" /r�EiX,30'PULL DEPTH JOINTS CURB&CUTER ��""T., COURSE,COMPACTED TO 95%
<br /> /" i 4� ��\ f./ SEE STANDARD
<br /> \ \ 'l DRAWING 30]—
<br /> / % 1 ``.\\.,� "'�'� \ .`�� MONOLITHIC CURB&SIDEWALKSECTION
<br /> �\✓ -. / CITY OF EVERETT
<br /> ',„ r~\ g' . ,�• PUBLIC WORKS DEPARTMENT
<br /> \•--TYPE A-1 / Ian /A .,. _--
<br /> CORK&GUTEER.../ h-• Y --�"n' "' -+- k (3}ZD19
<br /> HATCHING LEGEND TYPE A CURB&SW CEME TCONWALCDETE CURB& 1 4125
<br /> EXISTING ASPHALT PARKING
<br /> m
<br /> 0 e
<br /> r T4 CONCRETE PAVERS 'Y;
<br /> C!'t CL, ' - CALL DIAL—A—DIG
<br /> N ' j ' ar AT 811
<br /> CONCRETE SIDEWALK �l '.•�I 4 A MINIMUM OR 48 HOURS
<br /> BEGINS
<br /> `a` ` BEFORE CONSTRUCTION BEGINS
<br /> i
<br /> Copyright 2019 by Brian R. Lindsay, BRL Services LLC Design, map, text and data may not be used, copied or reproduced in any way without express written permission of Brian R. Lindsay, BRL Services LCC.
<br /> DRAWN 8Y: REV!SiONS: SHEET.
<br /> SITE PLAN T[ j/{ //� Services LLCLDR
<br /> { dJi�ti.� CHECKED BY:
<br /> S M GARDENS AN ENGINEERING COMPANY gRL
<br /> 8,7117 7T1-I AVE SE 2221 EVERETT AVE,SUITE 203,EAFRE iT,WA 98201 109 NO:
<br /> EVERETT, WA.98208 PHONE 425-259-5556
<br /> E-MAILdroftstatia•I010rtklinknet 19-016
<br /> Of: 1 REV:
<br /> /1 J3 w,
<br /> CI 1`--' f
<br />
|