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<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
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<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 "
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<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
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<br /> � � 4 �\rK���. � �� � ; ; , .�:�i
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<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 '
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<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
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<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
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<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
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<br /> � Plaza Gradin - -
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<br /> X �
<br /> � Plan
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<br /> � NAv�ss � DESIGN DEVELOPMENT
<br /> �� /
<br /> PHASE
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<br /> � K110W Wf18�8�'IOW. SHEET NO:
<br /> N Call before you dig.
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