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NW 1/4, SE 1/4, SEC.30, T.29N., R.SE., W.M. <br /> SNOHOMISH COUNTY, WASHINGTON <br /> ` p, ��� !, ROOM �` _ ~_ - - _ ,�, i � <br /> � // ,- "� /� T -- V ` � � i -- <br /> ��/ � ,i F�RE RIS�`E - � � -- _ _ - -- —� �-- , �o STOP,BAR � <br /> D <br /> ��� v >. �j` � � i ', \\ �. I EX. ROC ERY I o � <br /> ��S`' I i & STAIRS " <br /> %�, o ��� <br /> � � <br /> / / ° " /�i '�I� ' � I � \ CMAR TU � ° � BE RE�IOVED� � <br /> �p � IGN / • - � � - � E �i <br /> �j v -� <br /> `At Q ❑ � �-_ i- -._/ ° I <br /> v '� <br /> V'� a \ � <br /> � �� - � � <br /> \ _ � V) i <br /> �� lL � Q \ /` - -- - - � � � � ' fl- P o � `'r <br /> i , \ � <br /> �S5 Q L=36.77' ' --� � - � � �� <br /> =25.00" � ` o ' �/ �.-' i� <br /> , � � <br /> �� Q d=�4'16'14' ��--- ____ � � �� � � o� � P I � <br /> -2 � � � o -- <br /> -��-� �✓ <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 $�� � - �� � . <br /> —'� � Q � � O " � ;. � � � �I 2 I 2°I i j C 7 16� 3 4 C <br /> a- d Q � ` / I � � ^ � i _. 1 D 7 8" 1-7 16' � � <br /> , �, O : / � . - — { _- <br /> � ; � �-- � ° / W O : �C :�� <br /> _ ! � U l I �- � / � � _ �p� i <br /> ; .* CITY taF EVERETT <br /> f � � � ' l ' \ �;�� f � �'£ �T PUBLIC WORKS DEPARTMENT <br /> � - -- ` �` �. �-�I � � � � '-� � �� 9 Z"J `�� �, <br /> � .� ,� : � O m , - __ <br /> ��.,.N <br /> ,s:�. rotnHoSo r utwi�HEi.n� _was__—�d4/26/2017 <br /> /� O i �'` � , _ -- �,.— <br /> _- ------ �` ---- _ ` '.:,. � ` . ; , ,. . .. � --._ SECT(ON A-A DETECTABLE V1/ARNIN� PATTERN °�,>�°°�° <br /> /� � � _ ,.i � � � � // TYPE B CURB RAMP ' 319 <br /> / / � • \ <br /> / i \ � :.. , _,.. . : .-. :� . � � - <br /> - --- <br /> -_.___- ------- <br /> , -- <br /> � � I c� ° � <br /> 1 TYPE B CURB RAMP <br /> — '� � � ° �`,' � �� '° � r `� � � <br /> �� �, � i <br /> � � S I � .� � l � � ,; �/ \ CS.O NOT TO SCALE <br /> i \ <br /> � \ � � � y�� \ \ \ : ' � � � 6° � <br /> �� �� �� e � ^ �� � ��\� ,� � I r'� ���� DRAINDAT�ON � <br /> / i � o . � o )' � � \ � ' � <br /> ! d � ' <br /> � / ; � - <br /> ___ _ �--- . � <br /> � _ - � � , � �, <br /> � � - `i� I I I I ► / 1 \ � �, . I / . <br /> 4 BEGIN REPLACE CURB, l � __. � �I � --.� � � ' `:! '# � � �?3� <br /> � <br /> C4.Z GUlTER & SIDEWALK � l�� � - o� � � � ��-^ -- � � ` . <br /> � � � <br /> � � � s u cuRe � ss ` � � \ � <br /> , , , , f� � \- � � �, _ <br /> , I � , I \ � y. �` _ � SCALE: 1" — 10' <br /> � <br /> � \\ �- <br /> i ,�� Q °° �" �� � ss �.;�� , � , � � <br /> � -(�- t � � � � � i� o � io s o io 20 � <br /> � ` \ ���/ S . pl � � � - � � " � a ed <br /> as <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 <br /> l \� �� // � � �i .� � tre p ce ra�r� C�\t��sp <br /> � � / / the aa Pe <br /> // � � �\ `"\\ � /� /� � � o- � \ I/ a pe <br /> �^ � i \ � <br /> O <br /> /� � � � \ � �� I � S > �,� � � �( ���e 6y <br /> � <br /> II � � �- � � , � � `t�,,�� <br /> / � ,-.� �-L' �- - - - -� - 1 a �e <br /> / � � [� � 0 0 � � �� �/ Pc�n�`'`ac� <br /> / . � � �-� � � � �. / �' � <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 />