|
v V � � ;�� 1366 � - ` 1365 � 1358,� ,�1351 1347 1346 1342 1335
<br /> V ,.� � , a � o o a R/W o a a F ,��� R W a o o R/W q ; a ao R�W a R/W , > a, R/W o a R/W -�- ,�i
<br /> o a - a �
<br /> . . . .� ...� . - o�. . . � a . . a 0 � � Q . . .a . .p a� � � . � a . . . .o . a � .o q . � o � . . . � ° .. . - Q � . . o . a.. - . . .. v . . � � a - . . . -Q . _� c o c o �a � o . ° . . . . p.
<br /> ..J � . J .. . a � a � �, , a. . . � . p . .a . . . .o . . a . . � . . Q.� . . o. . . . . � .-.a. . �. . � . . a-. . .�7� ao � . -. .� o . � . . . . . . .� . a . .. . �.q .� . � . � ° a o c ao . . � ° � � a� . .. 47
<br /> .L . . ' ' , o � o . . .° . . � a _ � d . ° . . . -o . � � � � - � � o a � . . , n . .-° .a 'u0 . � . �o .a . o a . . . . . . .oa � � . �. o � a, �
<br /> �V� 0 ' � . � . v� , �.a . ,"o. a . . . . , ,. .o do: .� 'Q . , ��,Q � O�a � aP ao � � n o a. . . aa ���/ v .a � ���� . � v.. . a ., . . o . . .. . pa�� o . � .. . _. o�. ..aP . a . . ..�o , p a � a1341 ° 1336 o a�. � �. .vp a v . o a o a . o � � o .
<br /> a
<br /> : \, .y . . .D a O . . . . a. ' �� � . .. . a. � p . p. ;. .Q . .v �Q � a v . . . .�� . . . . . .
<br /> ., V , . .a. o . . a Q .0 9 Q . o, a O d . � ��. . � v . o� .�� a. � a° ° . . . . . . , p Q : a � o . . � . � 9 � . . . � Q . V. o a . a o ��.. � o
<br /> .� � ,� . ' p.a . �. , . . � . p . :�a. . . . . ,.o �. . �a . � . . . . � . . . dVa . . ' .o� . . � . . . � . ° ,9 . .p . �. a.. v . .. .. . . . o. , .a.p.� . a. . .. .� . . . °v. � , a � . o °d .. ° °o
<br /> �. . y . -� o . . �v . a . o . . . a. . . . O Q . :°. - a' . � � . . � o - , � � Q o a � . . - o . . a . � a . . , , o a o a o � . � o � a. °
<br /> . . ,.`.. .. � Q p °� . � , p . . . o _ � va . a a . . . . . p�. � a� . v � a o. . . a . . . . 9: o Q . .°� - v � v. o ° aa . o
<br /> - �y� . ... .. . a . � . . .. . .� . . .v . . . . . .Q .y�... . . . . �q . . . �. . .� � . . . �o � . a . . OOO ° . . . . . .. �.a , . . .. .�, Q . . . .. . . °E� �. � .v.a� o a a ao . . ��a � . a
<br /> a � �
<br /> ���
<br /> a c ..-, -a � -, c�� . � .9 . .a . . . o . . . a . . � . Q ..�.,�^ o < a
<br /> � . . � V . � . . Q . p q . . . . .
<br /> V ` , � ° a � ��, ° 1363 1356 ` �"1355 1354 �-1353 v 1348 °� a a 1345 1340 13391338 1337
<br /> V V
<br /> 1413� `y � v° ' 1412 1411 � 1410 1368 1364 a �° ,< ° ; a �
<br /> ,a 1362 o a a
<br /> a
<br /> � a . oa . - v a 9 - -0 O ,. �,.. ,. .,,� . .� ., . . . . G O, . a . o . .. . ':. -. $ - � - �v
<br /> � 1349 1344
<br /> �� . . a ' . 0° . . � 'OoO ' �y . . -� . _. �. .0 pJ. . o � . ' "::
<br /> ; o a o . . �o o � a a 9 o TYPE A CURB RAMP °
<br /> ° °a _._. os ` ��o a ° DOWN 1: 12
<br /> ° 9 a ° °° . �°° ° PER CITY OF EVERETT °
<br /> ° � ° a oo ° _ � , ' °°o0o a °a MAX TYP. ° DOWN 1: 12
<br /> .. . V.' � ' . . . 0. � .� Q6 .a�' ^. . . } • . c . n..� e . � .. . .
<br /> a ° v :1367 ���°°°o00 oo°eo � STANDARD PLAN 310A, TYP. o 0000000a MAX TYP.
<br /> ' v � .o� 00 a . '' " <". �fl. ' O O�CO000 !
<br /> o •
<br /> 1414 a ' ° o ap 1415 1416 1417 ~
<br /> 1350 1343 _.
<br /> a o .a a 1361
<br /> � a � 3 TYPE E-2 CURB PER
<br /> P
<br /> p n
<br /> ' � CITY OF EVERETT STANDARD
<br /> _ . ,d
<br /> � �
<br /> a a < . „ w a
<br /> . Q. o., a. . . ... ; .Q.{ . " �� . .. . • �.
<br /> 0
<br /> .._ _-
<br /> . 6 '. . ...,.:. �..-;�_:,.�_�. �... ... . ,.,� .. .. _:.F._r,, :,..... ,:.:::�
<br /> 4 PLAN 305C TYP. .: .. .,,;=- ..
<br /> ,
<br /> , o . .a o O ,. . .. ., x� e�.. � .. . . . .
<br /> , 0 5+00 a<, F. 5+50 7+00 d '" 7+50 ' � 8+00
<br /> � a a o �... -t +. �_._..t.... �.�. __�___�_ �. ;. . -- ---�F-�-- - -f----- -- .-F-- �-t- -------�--�-- -----i- -- -----}-- - -•--�-- -- , -� . - -+-- - I + I- ; - ---�-�-- -- -
<br /> � a. D. .� .. a � - � �� .� . <` r .. . . .
<br /> n�. �._. .s` .: . �' ., .- ..� , :
<br /> .. �-:.. ` .� i • �..r _. : i
<br /> - . . .�...:... ....-�.... ....:..... . ..�:..-.. ..,..:.._ , ..:�.- . _ :.._. :�::. :-_.....
<br /> ..��a,. . _., .._. ,_ .._ _.. _..,_ .... . _. .. _. ,...,.... . ., .. .. _..,,, .F. _--.. .._. ....
<br /> TR ,: � .. � .,
<br /> � � UNCATED DOME �� � aa TRUNCATED DOME � � � � �->
<br /> p a a
<br /> . a o. . . ��.. � .. . .
<br /> � a a ` • DETECTABLE WARNING DETECTABLE WARNING
<br /> ° " PATTERN, TYP. . PATTERN, TYP.
<br /> o a o a
<br /> a
<br /> . A a
<br /> � . a
<br /> d q
<br /> O .. 0 Q' . a . n . . .. ., Q• n ,��,. .
<br /> , a a,
<br /> 1236 � 1239 1249 � 1256 ``
<br /> a� q ,
<br /> ° ° ° ,; ° _ 0000�o�ao�o TYPE A CURB RAMP abo��o�oQ
<br /> � � . -00000.06(�00
<br /> �.o . . . a . . Q - .00.00.@OQOO .
<br /> a , � ? � a PER CITY OF EVERETT o
<br /> ° v o � � � a° a �4 a STANDARD PLAN 310A � �
<br /> aa
<br /> � °� � 1237 1238 1250 ° 1255
<br /> a� o a
<br /> p � . - � 0 ' S. .. .
<br /> . v . Q . D QO . .
<br /> v o p a
<br /> v
<br /> a- Q o a e �
<br /> �° � o a a � a . . e � , . . p.a . . � � �. a . ao �
<br /> �._.,<,._...--.. ',
<br /> . � �� � .. . � . ..
<br /> � a a � o a o ` 1235 9 a a 4 ° , a ;1241 � 1242 1247 1248 � ° 0 1330 1 1
<br /> �x`� o a < a a � ° ,, ., . 1 2 5 1 o a 1 2 5 4 1 3 2 9 3 3 1 3 3 2
<br /> v � . . . . . . - ., ._ �: ,.
<br /> a o _ T Y P E E-2 C U R B P E R �a o a o , 1240 a� o °' v :
<br /> ° a ` ° CITY OF EVERETT STANDARD ' a o ' ` ° a° ° ° ° � ° ( � :� '
<br /> a , ` ° ° '° PLAN 305C, TYP. �° a , ° '� ° oa ° ` o � � p° �` � C� i o
<br /> � o . . a ° . o . � � � a � � ° .a a � � o � \
<br /> o a a ° " p a ° , ao � < 1 2 4 3 1 2 4 6 2 � � 2 1328� 1333
<br /> .oo � . .. p. ., . v a ..o a o . � a a, p ° . l �
<br /> . . a � . . o� � a � � v . b7 . a . . � .a. .
<br /> v � � o a� a , a R�W a ° ° , a �a R/W a ° R 1244 1245 F R W R W R/W 1252 R W R W R/W
<br /> a
<br /> � . / �. a �\ � ; a � q ° a ° o a � 1253 1327 1334
<br /> 8 DETAIL 9 DETAIL
<br /> C2.06 SCALE: 1 " = 10' C2.06 SCALE: 1 " = 10'
<br /> �
<br /> RAMP CONTROL TABLE RAMP C�JNTROL TABLE RAMP CONTROL TABLE RAMP CONTROL TABLE RAMP CONTROL TABLE
<br /> 3
<br /> � POINT ELEVATION NORTHING EASTING DESCRIPTION POINT ELEVATION NORTHING EASTING DESCRIPTION POINT ELEVATION NORTHING EASTING DESCRIPTION POINT ELEVATION NORTHING EASTING DESCRIPTION POINT ELEVATION NORTHING EASTING DESCRIPTION
<br /> �
<br /> � 1235 18.90 367426.40 1302084.47 TOP OF SIDEWALK 1362 2 18.40 367412.22 1302131.81 TOP OF CURB 1249 19.15 367202.63 1302090.44 FLOW LINE 1333 19.88 367146.35 1302065.95 TOP OF SIDEWALK 1347 20.09 367201.32 1302142.43 TOP OF SIDEWALK
<br /> �
<br /> 0 1236 18.26 1 367422.90 1302098.16 FLOW LINE 1363 2 18.85 367411.48 1302138.29 TOP OF SIDEWALK 1250 19.65 367202.86 1302083.94 TOP OF CURB 1334 19.91 36714fi.55 1302060.46 TOP OF SIDEWALK 1348 19.97 367201.73 1302130.43 TOP OF SIDEWALK
<br /> �
<br /> � 1237 18.76 367423.13 1302091.64 TOP OF CURB 1364 2 18.40 367425.18 1302132.27 TOP OF CURB 1251 19.97 367203.71 1302073.97 TOP OF SIDEWALK 1335 19.62 367171.32 1302141.37 TOP OF SIDEWALK 1349 19.65 367201.57 1302120.92 TOP OF CURB
<br /> z
<br /> � 1238 18.71 367413.16 1302091.29 TOP OF CURB 1365 19.08 367413.07 1302149.85 TOP OF SIDEWALK 1252 20.09 367204.11 1302062.48 TOP OF SIDEWALK 1336 19.51 367171.51 1302135.88 TOP OF SIDEWALK 1350 19.15 367201.79 1302114.43 FLOW LINE
<br /> 0
<br /> � 1239 18.21 � 367412.92 1302097.79 FLOW LINE 1366 18.97 367424.55 1302150.25 TOP OF SIDEWALK 1253 20.08 367194.11 1302062.15 TOP OF SIDEWALK 1337 19.42 367165.74 1302129.17 FLOW LINE 1351 19.99 367242.91 1302143.88 TOP OF SIDEWALK
<br /> 0
<br /> � 1 1240 18.91 367403.60 1302080.98 TOP OF SIDEWALK 1367 18.28 � 367428.23 1302125.06 FLOW LINE 1254 19.96 367193.73 1302073.62 TOP OF SIDEWALK 1338 19.45 367171.74 1302129.38 FLOW LINE 1352 19.93 367243.10 1302138.39 TOP OF SIDEWALK
<br /> i
<br /> m 1241 18.64 367389.80 1302080.99 FLOW LINE 1368 18.34 � 367436.68 1302132.67 FLOW LINE 1255 19.64 367193.86 1302083.63 TOP OF CURB 1339 19.46 367175.74 1302129.52 FLOW LINE 1353 19.40 367237.33 1302131.68 FLOW LINE
<br /> �
<br /> = 1242 18.67 367383.80 1302080.78 FLOW LINE 1410 18.37 � 367465.66 1302133.69 FLOW LINE 1256 19.14 367193.63 1302090.11 FLOW LINE 1340 19.46 367181.73 1302129.73 FLOW LINE 1354 19.37 367243.33 1302131.89 FLOW LINE
<br /> Q 1243 19.35 367384.03 1302074.29 TOP OF SIDEWALK 1411 18.87 367472.27 1302133.92 TOP OF CURB 1327 19.94 367150.54 1302060.60 TOP OF SIDEWALK 1341 19.52 367175.51 1302136.02 TOP OF SIDEWALK 1355 19.35 367247.33 1302132.03 FLOW LINE
<br /> �
<br /> = 1244 19.29 367384.22 1302068.79 TOP OF SIDEWALK 1412 18.97 367482.13 1302134.76 TOP OF SIDEWALK 1328 19.85 367150.35 1302066.09 TOP OF SIDEWALK 1342 19.63 367175.32 1302141.51 TOP OF SIDEWALK 1356 19.31 367253.32 1302132.24 FLOW LINE
<br /> �
<br /> Z 1245 19.31 367380.22 1302068.65 TOP OF SIDEWALK 1413 19.10 367493.62 1302135.17 TOP OF SIDEWALK 1329 19.35 367156.12 1302072.80 FLOW LINE 1343 19.14 367192.80 1302114.11 FLOW LINE 1357 19.91 367247.10 1302138.53 TOP OF SIDEWALK
<br /> c�
<br /> 0 1246 19.25 367380.03 1302074.15 TOP OF SIDEWALK 1414 19.21 367493,97 1302125.17 TOP OF SIDEWALK 1330 19.32 367150.12 1302072.59 FLOW LINE 1344 19.64 367192.56 1302120.61 TOP OF CURB 1358 19.97 367246.91 1302144.03 TOP OF SIDEWALK
<br /> Q 1247 18.69 367379.80 1302080.64 FLOW LINE 1415 19.10 367482.48 1302124.77 TOP OF SIDEWALK 1331 19.29 367146.12 1302072.45 FLOW LINE 1345 19.96 367191.74 1302130.08 TOP OF SIDEWALK
<br /> Z 1248 18.72 367373.81 1302080.43 FLOW LINE 1416 19.00 367472.58 1302124.92 TOP OF CURB 1332 19.26 367140.13 1302072.24 FLOW LINE 1346 20.08 367191.30 1302142.07 TOP OF SIDEWALK
<br /> z
<br /> a 1361 18.21 � 367412.57 1302121.82 FLOW LINE 1417 18.49 � 367466.08 1302124.69 FLOW LINE
<br /> �
<br /> U
<br /> d
<br /> 3
<br /> I
<br /> �
<br /> O
<br /> �ri
<br /> 0
<br /> 0
<br /> �
<br /> �
<br /> w
<br /> �
<br /> � IF THfS DRAWING IS NOT 22"x34" SCALE ACCORDINGLY. R E C 0 R D D R A W I N G
<br /> 0
<br /> o a� PROJECT ENGINEER: SCALE: PORT OF EVERETT DWG. NO.
<br /> PND ENGINEERS> INC. IS NOT RESPONSIBLE FOR SAFETY �. KEISER NOTED C�■� �
<br /> z � O� O PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE
<br /> CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. �EsiGNED BY: DATE: W A T E R F R 0 N T P LA C E C E N T R A L
<br /> � o � � �'`"` 1736 Fourth Avenue S.Suite A WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, C. CASTONA JUN. ZO�G CIP N0. 2-0-045-01, 6-8-0O�-OG,
<br /> g d. Seattle,Washington 98134 a g�15/1$ JBK RECORD DRAIMNG THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF !
<br /> � % VERETT P:206.624.1387 INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY DRAWN BY: CHECKED BY: F I S H E R M A N S H A R B 0 R 6-8-00�-0�, C-H-OO�-OS
<br /> \ � ENGINEERS, INC. www.pndengineers.com �1 3/14/17 JBK S�TE REVISIONS AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN D. McDONALD C. WIEST PROJECT
<br /> \i P.O. BOX 538 ap 6/30�16 JBK ISSUED FOR BID AND CONSTRUC110N NP AN�YVMANNE�R HNADT WOULDI CONSTR U AE SO �NO RiMONBE USED APPROVED BY: C U R B R A M P D E T A I LS N�• PD-WP-2016-01
<br /> EVERETT, WA 98206
<br /> � Y (425) 259-3164 DIRECTLY OR INDIRECT�Y TO PND.
<br /> N0. DATE BY REVISION SHEET N0. 64 �F 195
<br />
|