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_ _____ _ .: <br /> ,•. <br /> P <br /> ERTEET <br /> i ; � i I 0 ii ( 2707 COLBY AVENUE,SUITE 900 <br /> ; � � ; P o i n t Ta b l e EVER�,WA 98201 <br /> � � � � 425.252.7700 1 800.615.9900 <br /> �� ; � �, ��' �� Point # Elevation Northing Easting Description - <br /> i � ' I i �`�'� f <br /> , � �% ���� 1 124.33 5058.28 5047.16 BOTTOM FACE OF CURB • <br /> �� � � �'� -'� 2 125.46 5044.59 5033.34 BOTTOM FACE OF CURB <br /> i i $ �'� > <br /> �� i , •; .,.T. .1. � p�1 _ � 3 125.44 5039.59 5033.38 BOTTOM FACE OF CURB <br /> � � �• � : � <br /> .. . . <br /> o . P � <br /> . .�, �. . . � o . .. <br /> ; � � ��••�� �'�' � a � ' „ - , ' ' �� 4 125.43 5036.77 5033.40 EDGE OF DRIVEWAY <br /> i , �•��., -r---- , ' �� <br /> i /:�'; �.��; , � .�°� � �f � �i� ' • '�� 5 125.36 5016.78 5033.54 EDGE OF DRIVEWAY <br /> � <br /> i �,::.�....� i . . ° � I i ..� `�• <br /> ' ' '� ''`:�.I 6 125.35 5014.20 5033.56 BOTTOM FACE OF CURB <br /> I <br /> jI ��}:� a�� � �8�..��� � i 1 i !� : •.:,� <br /> � � � � � ° i i �� ' t;;. � 7 125.25 5036.76 5041 .34 EDGE OF DRIVEWAY <br /> � �..' :'2 . <br /> � � � SCALE <br /> � � � ���� . ' a ' ' �� � �`k'1 8 124.82 5036.74 5047.91 EDGE OF DRIVEWAY <br /> , � �;'�;.. a � � � . •,;1 " <br /> � � � �. , <br /> � 1�.:`. � ;� , <br /> �� <br /> i � ..:j:. � �'$ ° : a p�0 �9 � �' ; " -'� MATCH 9 125.19 5016.76 5041 .37 EDGE OF DRIVEWAY <br /> 10 0 10 20 <br /> �I �.•: . a . d � a � � i -�- j� ����.•I EXISTING 10 124.81 5016.73 5047.37 EDGE OF DRIVEWAY FEET <br /> � � � � J �' � 1 1 125.30 4999.54 5033.67 BOTTOM FACE OF CURB <br /> ' �� ' � � , �, <br /> a . . I . <br /> � � 4 �\rK���. � �� � ; ; , .�:�i <br /> � g �;�:: � , a � a . a. <br /> �r �i r' .'�'�•I 12 125.54 4999.53 5038.75 ANGLE POINT <br /> , . .. , . � a _�. <br /> ; CS.� � f'.:'••;• �� ` � ' `�� � ,' i �i .,'�;'j 13 125.29 4995.54 5033.70 BOTfOM OF CURB RAMP <br /> i ( -:,�' <br /> �� � , � DURASLOT TRENCH , r , <br /> � " \a � �' a ` �.a � DRAIN IN VALLEY � � �r �'�.�•� 14 125.15 4995.58 5040.20 TOP OF CURB RAMP 1 b <br /> ' f'..':� , , , �: ::'I <br /> ' � �•�'' •: �� ��� °� � .a � �' i i ':. :� 15 125.28 4991 .54 5033.73 BOTTOM OF CURB RAMP <br /> i f,:•.'.� . � � ! ' " <br /> ; 5 . ' �9 �� .° a '� � �� .;�.:� 16 125.15 4991 .58 5040.23 TOP OF CURB RAMP <br /> ; -}- i:�.�:�: � , .� �� � � � , , , . CONSTRUCTION NOTES: <br /> � � � ; � �° '`� ; ; ; "� 17 125.26 4987.54 5033.75 BOTfOM FACE OF CURB <br /> ' �� ' � � � � � i i � •••�� O1 CEMENT CONC. CURB AND GUTfER PER CITY OF <br /> i 6 RE-STRIPE R MOVED �- � � i 'i `, :..:I 18 125.35 4977.93 5041 .60 ANGLE POINT EVERETT STANDARD DWG N0. 307. <br /> � � I I:`'.•• CROSSWALK ER CITY �� o , � �•.YI <br /> � �:� '' -0F EVERETT TD DWG �_ _� ; :•. � 19 125.23 4977.96 5033.82 BOTTOM FACE OF CURB O2 CONSTRUCT TYPE A CURB RAMP PER CITY OF EVERETT <br /> �� �� � 721. � � ' STANDARD DWG N0. 318. <br /> `, I �� � '� "R19.5.`S' i ; ir �� �� 20 125.21 4973.52 5033.86 BOTfOM FACE OF CURB <br /> `� �..:.; � � ° � � i ; ' v.••� <br /> � a � � ; .•�. I 21 124.35 4959.62 5047.62 BOTTOM FACE OF CURB <br /> � .::'ti�^ 12 a i � � <br /> � 13 � ��� � � °. �25 a �b � � i •��'�I _ ���--------�� 22 124.72 4955.68 5051 .64 ANGLE POINT ' <br /> a ,. a . i � � .{---- - <br /> . Dc � � ' <br /> 15 1 � � � f � .�•'� 23 124.24 4935.98 5047.77 BOTTOM FACE OF CURB <br /> a� � a aQ a .. i � i ::.��I <br /> 16 � ° a ° �. i �r i .;'�•�I 24 124.63 4935.99 5051 .78 ANGLE POINT <br /> 17 . . , � 2 ° . �. a ; ; � : : � <br /> 25 124.16 4919.00 5047.88 BOTTOM FACE OF CURB <br /> � � �� ��,�6{ ° : � i i � •{.•�'•� <br /> � � ('� ' a ��aX ' � >iC�i �� �. � �° � ' � � '���•.. I 26 124.54 4919.00 5051 .91 ANGLE POINT <br /> o � a . a � , � <br /> � �.�'...: O � I. a t , ' : I <br /> i ����'.• .a �a i 53 . � d �,a� . Q �. �.��,�: ' �r� ljel ' ��'I 27 124.35 4906.53 5051 .98 ANGLE POINT <br /> � �•� � a � •;•. I <br /> i � • �: 1g i:�1�a u �, a '�j5_� l; �,J �� . : � 28 124.10 4906.51 5047.95 BOTTOM FACE OF CURB <br /> C5.0 ��.�; . , � . � � , �5. <br /> ' ( I't :':. J � .a a ri �l � ;�'p�6� i 29 124.41 4907.71 5061 .14 BACK OF WALK � <br /> iI � : 2p�� ( . � a. . � � \� a � ; `�' �' . � <br /> � � I. :�.. � . 4 � r ! .• � 30 124.84 4947.70 5061 .44 BACK OF WALK <br /> r <br /> ii y �1��'••;' , . a. �2 . a.. : �j2 ^. � ���y� , �� �l! `..,•• � 31 139.90 4947.43 5072.00 FACE OF BUILDING <br /> � � ��:.�'. R30.12 . S a � 'I�i I ° � ' � <br /> � Q �t';�. .. � � � � _a 9 e 6 � ; �l �.� � 32 125.15 4969.43 5066.44 ANGLE POINT . <br /> ; � �,�:: :. . . a � � . � ; ,� ,� ���:: � GENERAL NOTES. <br /> � I� �� ,::� � a . ao � 50 '�t i� �l� . :•: � 33 125.20 4969.39 5074.1 1 FACE OF BUILDING 1 . SIDEWALKS SHALL BE A MINIMUM OF 4" THICK, AND SHALL BE <br /> � �" ' ' ': � � ' � ' . ''� � WITH AIR ENTRAINMENT MIN <br /> � � � \�•;. • •� � � �< < 34 125.18 4981 .45 5066.90 ANGLE POINT CLASS 3000 CEMENT CONCRETE, ( <br /> i 'C , � '•,�;:'.••.;.• , . `L � ' a ; � ' � 4.5%, MAX 6.5%) PER C.O.E STANDARD DWG 312. <br /> i Rl R14.00 � : : � Q , ' � ` • , � 35 125.20 4978.97 5074.14 FACE OF BUILDING <br /> � Z ' •.� `L� a° GRADE TO GUTTER � ,� >' •'••� � 2. SUBGRADE SHALL BE COMPACTED TO NOT LESS THAN 95� OF ;�;. <br /> i C i � ' '� � ° , �1 �f '��,. � 36 125.17 4965.91 5072.06 FACE OF BUILDING MAXIMUM DENSIIY. ��8 WR r , <br /> i I (� j �: ..: a . � ' i � r ` 5 °F , y�ti 9 <br /> � i i � ���•�'.° � a a �` 51 i �1 / �`'.•, � 37 124.88 5010.69 5058.73 ANG�E POINT 3. ALL JOINTS SHALL BE CLEANED AND EDGED WITH AN EDG�R Q��` w� � �o� � <br /> � , � ( I '`.;. a . 0 ,� ; �' r'` ::: I HAVING A 1/4" RADIUS. N �' Z m <br /> � � � � . 38 124.90 5010.68 5066.63 FAGE OF BUILDING <br /> � i i � � ". . a � � i � i ' � <br /> � � �.�• `•. �.�;:� i � '���_' 4. SEE ARCHITECTURAL DRAWINGS FOR SIDEWALK MATERIALS AND <br /> z � � �" A :•,:.:a � ' r �, •• • I 39 124.90 5036.67 5066.72 FACE OF BUILDING p�,�,Q 54923 � \ <br /> , � C.-'� � , � � -� SCORING PATTERNS. Fc � <br /> o , , .� o a � F���;;� ❑ � , r '�: ::. � FS� is-rE �� <br /> � � �• : '•�' f + i ,> CS.� � 40 124.86 5036.70 5058.68 ANGLE POINT �NA� E� <br /> J I • �::,:••, I , , I <br /> `� i i 23 k'��:..� ..,; <br /> � � � a �:::��: i ; r' ��� � 41 124.89 5056.55 5061 .25 MATCH EXISTING <br /> � ; � � � -::, ; � , � � LEGEND e� �,11� ���� <br /> d � ! � r ' �'' 2�` : .�°�;:; � i i <br /> � iI � d . � ,.;:,y ,, � `r, �. � 42 1 17.35 4907.72 5181 .14 ENTRY WAY 1 b POINT ELEV. UPDATED & ADDED 11/7/19 <br /> �? � � I:��'•::: . , � <br /> ' �� ' I CEMENT CONC. DRIVEWAY PER DETAIL SHEET C5.0. <br /> o � `�' ��•:� •� a ` � �-:�.;� ��_ i �_ � ���e� � 43 1 17.35 4914.19 5181 .14 ENTRY WAY NO. DESCRIPTION DATE <br /> � , , 1 I•,.:'�:•.. . •�'�� , � , <br /> i I i • � � � � � �� � • � . . � CEMENT CONC. SIDEWALK PER CITY OF EVERETi� R E V i S I O N S <br /> o � � a� �~���- � , 44 117.50 4931 .43 5181 .15 ENTRY WAY Q - <br /> � � � c. ;:;.�.1 - ` � r �,.'.: a�� STANDARD DWG N0. 312 & 313. <br /> � i i � �,:: . . .e � � J' . � ';` . . <br /> � a �.;:':��; � � � � ;;•. � �� 45 1 17.50 4951 .81 5181 .14 ENTRY WAY :.. CEMENT CONC. REPAIR PER DETAIL SHEET C5.0. PROJECT NO: 20180241 <br /> �, � � ` I. ' .. . ' � 1 ' � � . , .: <br /> _ � � �:: . E�::;;:; ; � ,, �� , <br /> � 46 117.90 4975.15 5181 .14 ENTRY WAY <br /> af° i i 25 ° ::,:-:'� � ;p �r� "' � �l DATE: 02/2019 <br /> � � (:'' .'•• � ,.. d '. . . . . � <br /> � � , �' `=:�a «� � �` �•.�••� � r` 47 117.90 4980.75 5181 .14 ENTRY WAY <br /> o i i � •• �6. � �;:� � � � ,' . � i DRAWN BY: MC <br /> � i RE-STRIPE PARKING I�;;•' ' � ' � • � � <br /> Y ' STALLS TO MATCH � � ° �:�''� ' i ,�'� 1 I ; 48 125.17 4951 .65 5064.37 ANGLE POINT APPROVAL: MRM <br /> � � E': ::'' .�: <br /> a � :, � , �,, � �� � i <br /> � � EXISTING � � ,:�::�';i ; � , ., ,. d <br /> � i � �''. . a �L:_.^::� � i ` o, , .,� � f�' 49 125.07 4966.45 5065.09 ANGLE POINT <br /> � � �.:.:,. C` <br /> � i i � • Q , ' . I.::''l � � � � .�j:. <br /> 28 ��:�; =�i � � 's � �1� � � � 50 125.07 4966.45 5067.67 ANGLE POINT <br /> � � � . a ::::�� .:.:�;; ■ � ,� � �A , � ��� ,,- Marquee . <br /> ... :. . .�. .. ., <br /> � ; I ; '•''�� � ��L°�`r�:�'���::�;:.:;��:.•:,.� , a o Y . . . , a . . a � . a. - �� , 51 125.17 4951 .24 5068.85 ANGLE POINT <br /> � � ; L ti'l °-- --- , <br /> � � Apartments <br /> � , ,° ; ,._____________ ���""� 52 124.90 5026.74 5047.64 FACE OF BUILDING <br /> o � �.' MATCH �-���`"���Iy� � � ' 53 125.46 4977.49 5039.33 FINISHED GRADE <br /> � � ; EXISTING _�_____ _ - ', i <br /> � ; �� � � 54 125.07 4977.49 5047.37 FINISHED GRADE 2721 Wetmore Ave <br /> .o i � ; <br /> Everett, WA <br /> � . . . <br /> � � � , <br /> � <br /> � 56 125.10 4987.58 5047.37 F�NISHED GRADE <br /> � <br /> @ Sidewalk and <br /> � <br /> � Plaza Gradin - - <br /> � g <br /> X � <br /> � Plan <br /> @ • <br /> U � <br /> � NAv�ss � DESIGN DEVELOPMENT <br /> �� / <br /> PHASE <br /> � <br /> � K110W Wf18�8�'IOW. SHEET NO: <br /> N Call before you dig. <br /> � <br /> o � <br /> N C2 . 0 <br /> � - <br /> T <br /> � <br /> � <br /> � <br />