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NW 1/4, SE 1/4, SEC.30, T.29N., R.SE., W.M.
<br /> SNOHOMISH COUNTY, WASHINGTON
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<br /> a�.�o' �/ d \ � �� ; � � LOB�Y roP" p � NOTES
<br /> 1.25' (12" PVC N� , ��� H�R ' i � � N J ' 1. DETECTABLE WARNlNG PATTfRN AREA SHALL BE
<br /> 1.30' (12" PVC E) � L�D , G p � BACK dF
<br /> FO D EBAR SIDEWALK- �—SMOOTH TROWEIED YELIOW IN COMPUANCE WITH WSOOTJAPWA
<br /> �' v p . � � A ,,i' PERIME?ER AFTER STANDARD SPECIFICATION SECTION 8-143(3). �
<br /> PROPOSED � � � & CA ' 631' � � �;OP R i__ �"
<br /> MSE WALL L=53.07 � - ^ BROOM FINISH
<br /> �� R=66.40' N 8�J`J'06 E 1 8.03� AL PO�.E� _ /" ��-'� " 2. CURB RAMPS SHALL NOT BE POURED INTEGRAL �
<br /> � WITH SIDEWALK AND SHALL BE iSOLATED FROM
<br /> � „ d > �GURe cur > - rcHTPOLF- , ° ' �arvoirvc .
<br /> T�E: � . =45'4��.3�a I %� I � CROSSWALK I I l7 ADlACENT SIDEWALK BY A 3/8"FULL DEPTH
<br /> ,-�— o l � o
<br /> ; � , � � ` ? a�x a'MIN , z z
<br /> REPLACE SIDEWALK AS p
<br /> � 2%SLOPE MAX � � o � EXPANSION 101NT.
<br /> S NEEDED TO ACH�EVE � 2 � 3 � r� 4 6 0° 7 � p , p I ° CB ?460 .T_ ANY DIRECTION 2'MIN 2'MIN �a l p 3. GUTfER SECTION AT CURB RAMP SHALL NOT BE
<br /> C4.2 SITE GRADING tiYo � \, v . C B 1 4 5 6 „ _ , ?, POURED INTER�AL W1TH ADJACENT GUTTER
<br /> �� � � I ` I ' Y � �� S C A L E. l - Z O � ,`2 SECTIONS AND SHALL BE ISOLATED BY A 3J8"FUtI
<br /> WATER — �.4NE SrRI� 37TH STR�ET � � � �-�' i .A � SMOOTH TROWEtED 1 N ` D€PTH EXPAN510N 101NT.
<br /> �., �� � � I � � / i o PERIMETER AFTER .-, SMOOTH TROWELEd
<br /> VAULT EqSEMENT FOR W � "' — °' � 0 1 � ' � BROOM FINISH � 1'ERIMETER AFTER 4. CURB RAMP ANO GUTtfR SECTION AT CURB RAMP
<br /> STREET AND SW \ �.. -- "� W � _ _ _ � \ � _ , 3 � �
<br /> �d � rr / CB 1458 20 10 0 20 40 � BROOM FINISH
<br /> O 2 `
<br /> MAY BE POUREQ AS AN INTERGAL SECTION.
<br /> a� � �2Z.00� 5 �p � ,�� "� 5. TYPE A-1 INTEGRAL CURB AND GUTTER PER CITY
<br /> DICATED TO d ��� �,�,__,�,� � - � I � , �� �q
<br /> � �ii� �u� ���� ���� 7, ,�E 179.67' �,
<br /> CITY OF EVERE7T _ $g�°�5\ ` 11 � ._._ �� ; / �
<br /> 5
<br /> � � STANDARD ORAWING 307.
<br /> � �n� ���� ���� � �— d _ _ '�' /�ti. � �4�,
<br /> N83"45'20"E j273� - ' d o � CB 1457 'I � ..
<br /> —�"�! END REPLACE CURB, 4'� � \ � # � \ 6. �OR RETROFIT INSTALLATION SAWCUT AND REMOVE
<br /> -------�— MSE WALL � �rv � /� EXISTING SIDEWALK,CURB AND GUTTER SECTION
<br /> FRONTAGEPLAN GU7TER & SIDEWALK -
<br /> �BP-fi$4$ o i � � ' r � ALQNG NEW EXPANStON 101NT LOCATION.SAWCUT
<br /> Tg�.}.g. " � EX. CURB RAMP TO ' � I ��
<br /> BEGIN REPLACE EX. CROSSWALK I CB 1459 , BE REMOVED & 6���� � �,M�� EXISTING PAVfMENT AS REQUIRED FOR FORMING
<br /> `+-- OF NEW CURB AND GUTTER.PATCH PAVEMENT AS
<br /> S CURB, GUTTER & EX. 6" wM REPLACED W/ TYPE B 3 1a MAx� -� RAM�P �r�Jla oMa.x �--��; REQUlRED.
<br /> IGNAL POLE, CURB RAMP PER COE
<br /> SIDEWALK W/VERTICAL - - LIGHTPOLE O�' �� STD. PLAN #319 & ; �$� 7. FLUSH WI7H GUTfER(NO LIP PERMITTED)
<br /> C4.2 CURB AND SIDEWALK ^ - - ` PER ADA. � 8. A MiN OF 4'OF THE RAMP Wl6TH MUST�AlL
<br /> EX. PED BU770N MUST BE 1 cRossw,atx S�Asra WITHIN THE CRO55 WALK SERVED BY THE RAMP.
<br /> __..._"__._,._�-- �voaRa Q
<br /> -�� RELOCATED ONTO PEDESTAL AND <r- j CS.O RA�'�/�NG 72I
<br /> �---�--r�- ' UPGRADED TO CURRENT ADA STDS. � 9. THICKEN EDGE TO FULI DEPTN Of AQJACENT CURB
<br /> ___.---- -" CONSULT W/ CITY TRAFFIC `" ~ I SEC7�otv.
<br /> DIVISION CENTER FOR � �o PLAN
<br /> SPECIFlCATIONS.
<br /> EX. PED BUTTON ON SIGNAL POLE MUST ,�__A :,
<br /> BE UPGRADED TO CURRENT ADA r`�
<br /> STANDARDS. CONSULT WITH CITY TRAFFtC C�
<br /> DIVISION FOR SPECIFICATtONS. RAMP 5'MIN 4'MIN B RAMP -
<br /> 1:12 SIOPE MAX LANDtNG
<br /> 1 MIN MAX
<br /> a� m7
<br /> _ �� � �� f � � � � ' 7�� � B �5�8" i-1 $�� � - �� � .
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<br /> ; .* CITY taF EVERETT
<br /> f � � � ' l ' \ �;�� f � �'£ �T PUBLIC WORKS DEPARTMENT
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<br /> /� � � _ ,.i � � � � // TYPE B CURB RAMP ' 319
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<br /> � � S I � .� � l � � ,; �/ \ CS.O NOT TO SCALE
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<br /> 4 BEGIN REPLACE CURB, l � __. � �I � --.� � � ' `:! '# � � �?3�
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<br /> C4.Z GUlTER & SIDEWALK � l�� � - o� � � � ��-^ -- � � ` .
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<br /> , I � , I \ � y. �` _ � SCALE: 1" — 10'
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<br /> / �� � �j �f a p {,`,�'� � L o � � � � d- ,� ed ��p�rov�r or
<br /> � �� / �t` a / ° � , d p � � N �� � .�-' ee�p<e�y otr�caCe base o��d
<br /> � \\ ���%s �; 3 / � A a p � � � � � � _1 4 ����ra pc°��aeaaca`�e��c`pti��rsr
<br /> � � ��,___ `J�� END REPLACE CURB / � � M A= � �n� ° - �! l � cdOca ��at�� ardt� roPC �Cacy• �
<br /> � �� C4.2 .
<br /> / -__�___._,__,� GUTTER & SIDEWALK � / � � , 4 � \ � � � �� ` a/ �r\SFtsgv�\t�_\�{o�m�t��Ot�at�� $Sa�� Zi� O �e
<br /> � � '�`" // � 1 a or a5 au`�t a\�aa�e t c a e�tOC
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<br /> � � � � � I � • �_ �.n . � � o � �
<br /> � FRONTAGE'�LAN
<br /> �� I XISTING CURB RAMP TO BE REMOVED �
<br /> � / � AND REPLACED WITH CURRE'NT SPEC 1YPE ,
<br /> p ' B CURB RAMP PER COE STD Pl.AN #319
<br /> �
<br /> r
<br /> ° � IN516HT ENGINEERING CO.
<br /> ' �a2 23 � � � � �� P.O. BOX - 1478
<br /> � 1 Pg � � �
<br /> � p I EVERETT, WA 98206
<br /> ��_ �� � � � (425) 303-9363 (425) 303-9362 FAX
<br /> INFO@INSIGHTENC'7INEERINU.NET
<br /> � 3 AS-BUtLTS BRK 02-04-2020
<br /> � � SITE ADDRESS: 3632 RUCKER AVE
<br /> � � �n ' � 2 CITY 2ND REVIEW BRK 12-07-2018
<br /> ��,��b P0 \� o m � � EVERETT, WA 9820 i
<br /> �-~---_;�p� ' � �`r � 1 CITY 1ST REVIEW BRK t0-10-2018 TAX ACCOUNT N0.'S: 00451401301700, 00451401302000,
<br /> '���PO ` ' � � � � REV. N0. DESCRIPTION INITfALS DATE 00451501000001, 00451501000000
<br /> �� o � Know what s belOW.
<br /> �� �P° � � C111 before you dig. PERMIT#PW I805-OSO
<br /> �� � �m �
<br /> UTILITYCONFLICTNOTE:• � . R� Ir-
<br /> �� P0 -: � � ° � �, w �r�� NW 1/4, SE 1/4, SEC.30, T.29N., ,
<br /> P ot R.SE. W.M.
<br /> `� Q Was
<br /> . CAUTION.� � �
<br /> �h • \ � THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERtFYING THE LOCATION, ��� � z� THE LANDING AT PORT GARDNER
<br /> DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE
<br /> � ' '���P� --__ � I PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL ,.� c� DWG FlLENAME DESIGNED BY: DATE SCALE: JOB NO.:
<br /> b�� S L� � AND VERTICAL LOCAT�ON PRIOR TO CONSTRUCTION. TMS SHALL INCLUDE �'p'A 36499 q w
<br /> ���0 CALUNG UTILITY LOCATE � 1-800-424-5555 POTHOLING ALL OF THE EXISTIN6 °t'cs`��I S T E�G1� 170891-AB.DWG SPC 03-28-2018 1"=20' 17-�891
<br /> . � t UTILITlES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY ss �
<br /> ��„ �O `� I�NAL t' SHEET
<br /> � �p�� �� • I W H E T N E R O R N O T C O N F L I C T S E X 1 S T. L O C A T I O N S O F S A I D U T I I l T I E S A S 5 H O W N A S-B U I L T
<br /> �~ `�\ 1 Q-p�. ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC lNFORMATION AND FRONTAGE IMPROVEMENTS CS O .
<br /> '�`a P� ARE SUBJECT TO UARIATION. tF CONFUCTS SHOULD OCCUR, THE CONTRACTOR .
<br /> SHALL CONSULT WITH 1NSIGHT ENG�NEERING COMPANY TO RESOLVE ALL
<br /> PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION.
<br />
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