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� 6'-0"
<br /> Q MIN. TYP.
<br /> " R� � LS R� ;�w1402� 1401 1400 , 1399 R�W 1398 1392 R�1391 a a a R�W
<br /> � 1440 <;, 1447 W <, �, �, < <� � << :; �, , , ,o� ; » '> . • > ; o� � � �, ' <, a , a e ° a aa
<br /> � Q 2 -� ' p
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<br /> / � a a
<br /> L G /` . � [i� . L L`.. � . :'i > . O o� � o . �ar-1 - �1� � . a
<br /> cr�- i �� ..�� � ���7�((( 1"�"FV�. . . .. a .'� � a�. . c� � -� � � L` � � . �1� . < . ! .. . <,- � � r � L o TYP. .'--.> a� � p ��> � . . ��. 00 d . �,.�� . . � .0 4 d . °a de. �a�d . �e �. �� � _ _ � � °
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<br /> .� z (1 . -� . ��- . � .- . . . /. ��r �� .t�. . �� . �� . � : . < . . �� . . l-J . d d � � . .. ��* �- a> , . . �O � J �. - a .. .� . _ � . . . , . . . ..Q . a .
<br /> o �o - a / B t� (� . a -.la Q._ � �? ' p -1 �< < - e a p
<br /> �a� -� J . , a� . � �. . a . a . � r , ��\\\� . . � 25 e �.l ' O.� �- . « o J d � � . �- - e e�
<br /> -��. . ��<� .-. c� - ��n .:�� .. ��o - -� . � _;<� . . � � � � �. . . ' \V / . <' � . a . . o L'. p p .> � .. 5 0 .. t .R . j � p �1 ` . .�c` U � ` d . � ° � � a � ° a e � e
<br /> . . / . . . � t' � , V c' �V ��� � �� . � � � O ./r a c� . . d . d
<br /> /
<br /> 1407 � � � 1403 1404 1396 1397 1393 V �� � , 1390
<br /> �1442��'�1443 ��� 1444 1445 `� � � � �, , �'�
<br /> TYPE A CURB RAMP 1408 � 1406
<br /> �
<br /> PER CITY OF EVERETT � �, `` ,`' �-
<br /> STANDARD PLAN 310A, TYP. ��� DOWN 1: 12 1394 I J�- � � 1389
<br /> �o�opd�° o�b MAX. TYP. � �-
<br /> ,
<br /> 1405
<br /> �
<br /> �o�o 0 0000
<br /> � � � � ��
<br /> �1409 d ° T� 1% TRUNCATED DOME 1395 1388
<br /> ° a'> °� MAX DETECTABLE WARNING '. . �. '
<br /> '> PATTERN, TYP. � � • .'�
<br /> ,
<br /> ,> ' ' '> , - - �,-- -:
<br /> , , . .
<br /> � , ,,
<br /> 0+50 ;> ° 1+50 , . � 2+00
<br /> _ �-. _....�...�,..._,.� ._ ...�_ ` ._._._..�_ _. --�--_ .� ..w..,�..� �. ; F � ,---�-�-- ,- -+-_ - -�-�--- -- --1---- - " >> �- ---I - ---+- - -
<br /> � . � . ,
<br /> , .
<br /> . . . ,:
<br /> a , . .
<br /> > . n > ' • � .
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<br /> f .
<br /> -- ,,, :<.�ri. _ _ .t. . �� .,,��� _��,:
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<br /> � � .�e e , . .;�• . �, � �_ _
<br /> � . � " ��1% � _
<br /> . a� : , .
<br /> _ � � > .� ,
<br /> _ � �� �� � : ���� •. .
<br /> "`1369� ` a :� � :MAX � ,
<br /> �� � � • r
<br /> ,.,
<br /> �
<br /> � ,. > e '
<br /> TRUNCATED DOME -�; �� 1374 ' • .,`'
<br /> DETECTABLE WARNING �°°°°°Q°°�°� ,, . ; ,,` .
<br /> L1 �L` � . ",.
<br /> PATTERN, TYP. ' , r 1 " TYPE E-2 CURB PER CITY : �> . � � . `
<br /> ' OF EVERETT STANDARD
<br /> 1370 ��' 1373 1385 1384
<br /> ���1451 1452 1453 - < <- PLAN 305C, TYP. `^
<br /> �t1450 �371 � �o�� a a � a a a
<br /> � ��°�a�J° ° a a
<br /> ,.r.
<br /> � �. .� . ,:_. -�� o
<br /> � � 1376 � �
<br /> , � , � � � �, 1375 1387 � �, , ° a ° < e a
<br /> � � _DOWN 1: 12 0�0 � � ° �°
<br /> ,, �, < <, �, $ � �
<br /> <, �� �� , >
<br /> ; MAX. TYP. _, " �, . > ; , � < e
<br /> <� <, � � , << n �, ; � �, o �, . , � •, ° , �'6 40 ,�, 1386 1383� � °° , � a q e ed < a e < a
<br /> .c�- -./ t. � C . �� L,.. �. .� a �- -!' � �<r �d� -! ��� . . � � !. . � � .� O . .}n . . > 00 ..c , , � � / < <' � . . . . . � . ..d . Q�a a e a
<br /> � <, � r , 1449 ,1454 � �� n 5 n � � �� �,� o ; p � • ';+ , ;?d � °Q � , ' a , a ; ; _ a � a<
<br /> - � � � � � . . , ry � � � ` O � • . . � � .. . OQif� . a J a a . a . e . �d a � . � .
<br /> . L� 1 . L, . J a .�� - a . ' .a / � / � �\� � i . - . � � �' .a � . .�� > . �O � c� d.�. : . a. .. . .� . e . ae. a
<br /> . . .. . . C . �c� . � � . ... ��. . /� .c� � �<< . t� . � - . . > O ' a d � �� .
<br /> - R� w <, 1448 � 1�455`" �� �� � <, , <, �, , , . > o o _, � a a aa o
<br /> � ' � ��W1372 0 1378 ` ° '' D . ' 1379 R�W 1380 �1382 W 6 � a R�W
<br /> Q 1377 1381
<br /> 1%
<br /> MAX
<br /> 3
<br /> � 12 D ETA i L __ - ______ _- 13 _D�TA f�.-- --- _ -------- __
<br /> �
<br /> �
<br /> � C2.06 SCALE: 1 " = 10' C2,08 SCALE: 1 " = 10'
<br /> i
<br /> ° 1 1
<br /> �
<br /> � RAMP CONTROL TABLE RAMP CONTROL TABLE RAMP CONTROL TABLE RAMP CONTROL TABLE
<br /> i
<br /> �
<br /> � POINT ELEVATION NORTHING EASTING DESCRIPTION POINT ELEVATION NORTHING EASTING DESCRIPTION POINT ELEVATION NORTHING EASTING DESCRIPTION POINT ELEVATION NORTHING EASTING DESCRIPTION
<br /> a
<br /> �
<br /> � 1440 19.17 367492.99 1302153.35 TOP OF SIDEWALK 1369 18.68 367437.64 1302241.52 FLOW LINE 1383 19.11 367416.25 1302309.32 TOP OF CURB 1397 19.61 367476.66 1302290.74 TOP OF CURB
<br /> 0
<br /> �
<br /> W 1441 19.09 367487.49 1302153.16 TOP OF SIDEWALK 1370 19.18 367427.24 1302241.16 T�P OF CURB 1384 18.61 367422.81 1302309.55 FLOW LINE 1398 19.73 367487.66 1302291.12 TOP OF CURB
<br /> �
<br /> 0 1442 18.53 367481.20 1302146.94 FLOW LINE 1371 19.30 367421.89 1302240.47 TOP OF SIDEWALK 1385 18.66 367423.07 1302300.55 FLOW LINE 1399 19.48 367487.89 1302284.31 FLOW LINE
<br /> m
<br /> a 1443 18.55 367480.99 1302152.93 FLOW LINE 1372 19.54 367409.90 1302240.05 TOP OF SIDEWALK 1386 19.16 367416.57 1302300.32 TOP OF CURB 1400 19.52 367488.74 1302260.33 FLOW LINE
<br /> _
<br /> Z 1444 18.57 367480.85 1302156.93 FLOW LINE 1373 19.23 367426.92 1302250.15 TOP OF CURB 1387 18.$1 367417.04 1302287.02 FLOW LINE 1401 19.73 367489.00 1302252.83 TOP OF CURB
<br /> a
<br /> w 1445 18.60 367480.64 1302162.93 FLOW LINE 1374 18.83 367433.55 1302250.39 FLOW LINE 1388 18.86 367459.45 1302310.83 FLOW LINE 1402 19.69 367489.85 1302242.85 TOP OF SIDEWALK
<br /> _
<br /> � 1446 19.11 367487.35 1302157.16 TOP OF SIDEWALK 1375 19.06 367418.78 1302257.82 FLOW LINE 1389 19.36 367466.02 1302311.06 TOP OF CURB 1403 19.62 367478.00 1302252.44 TOP OF CURB
<br /> z
<br /> v 1447 19.19 367492.85 1302157.35 TOP OF SIDEWALK 1376 19.30 367419.54 1302250.39 TOP OF CURB 1390 19.45 367475.42 1302311.89 TOP OF SIDEWALK 1404 19.30 367477.75 1302259.63 FLOW LINE
<br /> W
<br /> 0
<br /> 0 1448 19.30 367412.09 1302177.66 TOP OF SIDEWALK 1377 19.50 367409.55 1302250.04 TOP OF CURB 1391 19.57 367487.41 1302312.31 TOP OF SIDEWALK 1405 19.00 367465.53 1302251.51 FLOW LINE
<br /> z
<br /> a
<br /> c� 1449 19.20 367417.58 1302177.85 TOP OF SIDEWALK 1378 19.15 367409.78 1302257.56 FLOW LINE 1392 19.62 367487.76 1302302.30 TOP OF SIDEWALK 1406 19.50 367472.16 1302251.74 TOP OF CURB
<br /> z
<br /> z
<br /> Q 1450 18.65 367424.29 1302172.08 FLOW �INE 1379 18.91 367408.92 1302282.22 FLOW LINE 1393 19.50 367475.77 1302301.88 TOP OF SIDEWALK 1407 19.46 367477.86 1302242.43 TOP OF SIDEWALK
<br /> J
<br /> a
<br /> c, 1451 18.68 367424.08 1302178.08 FLOW LINE 1380 19.34 367408.53 1302293.41 TOP OF CURB 1394 19.41 367466.34 1302302.06 TOP OF CURB 1408 19.34 367472.47 1302242.74 TOP OF CURB
<br /> �
<br /> , 1452 18.70 367423.94 1302182.08 FLOW LINE 1381 19.24 367407.79 1302300.01 TOP OF SIDEWA�K 1395 18.91 367459.82 1302301.84 FLOW LINE 1409 18.77 367462.07 1302242.38 FLOW LINE
<br /> �
<br /> � 1453 18.73 367423.73 1302188.07 FLOW LINE 1382 19.20 367407.48 1302309.01 TOP OF SIDEWALK 1396 19.31 367476.89 1302284.23 FLOW LINE
<br /> 0
<br /> 0
<br /> � 1454 19.24 367417.44 1302181.85 TOP OF SIDEWALK
<br /> W
<br /> � 1455 19.32 367411.94 1302181.65 TOP OF SIDEWALK
<br /> � IF THIS DRAWING IS NOT 22"x34" SCALE ACCORDINGLY. R E C O R D D R A W I N G
<br /> �
<br /> 0
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<br /> Z � CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. DEsi�tvE� BY: DATE:
<br /> o � O O TM 1736 FourrhAvenue S.SuiteA WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, M. O'CONNOR JUN. 2016 W AT E R F R 0 N T P LA C E C E N T R A L CIP No. 2-0-045-01, 6-8-001-OC,
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