Laserfiche WebLink
SW 1 /4, NW 1 /4, SEC 17 , T29N , R05E, W. M . �, � � <br /> � ��a .�� �o N O TE S <br /> \� � ►- _ 1. ROOF DRAINAGE TO BE ROUTED TO THE EAST THROUGH BUILDING BY . <br /> �, � _ �� - DESIGN-BUILD MEP CONSULTANT. ROUTED TO SD ON N. BROADWAY. � <br /> . �' �� _ N 2. SD SHALL BE ASTM 35 SDR 3034. ''�� <br /> � � e,Q 3. DOWNSPOUTS SHALL NOT BE TIED INTO FOOTING DRAINS. �`�M�� �: <br /> <. �� . <br /> \�� s� _ � � N 0 R TH - rti��q°w� � 4 ARE WCALCUL�TED AT 1.g5%LATS D WALK8 ROSIS E SL PESR�SHALLL�NOT `.a;µ�$ Y z�� <br /> Y <br /> \�� sd o _ � � � 99J EXCEED 2% MAX. PLAZA SHALL NOT EXCEED 2� IN ALL DIRECTIONS. . `. �� <br /> o r'�...�...,, . <br /> � � - � <br /> .�\ � z��� � � <br /> FENCE PER J � � S O U T <br /> � � � �� ARCHITECT = -w � � � RED BARN ENGINEERING INC. ' <br /> � � �� PLANS � = s�, <br /> 6610 NE 181 ST ST STE 2 <br /> \ � � \� a �' swsal�E�7 10 0 10 20 BROADWAY AVE KENMORE, WA 98028 ' <br /> � - <br /> � o � ��a -� S� 3 PH. (206) 200-7174 . <br /> � \\ � \yX�p SCALE IN FEET REDBARN-ENGINEERING.COM <br /> • PH � <br /> � � <br /> � KEY MAP <br /> ���/ \�� - S� 1" = 80' .. <br /> � � � o �� ��i� <br /> � ,� � � / � � . - <br /> � � � � / - �� . � . <br /> � ,� � ,� � � '�, �� � sv ..�r� � ' � <br /> � � � � � \�� - � ' � � . <br /> � r� \ A ,,� <br /> � � � �� � � � �� � � ;� <br /> � � � � <br /> �' o U �� T 1 3 15 s� \� ' � "` . <br /> � � � � � � �� �� = C 112.65 ���o � 32xs� �.. <br /> � � � � � � � ., � � �,o \\�� R���, ho' �/` SO <br /> � �s�� CALL BEFORE YOU DIG <br /> � � � � � � � �����,. � \ � �� � ��T ���q �`b� s� M�°����r �. <br /> � � � � � � � � � . � �� ..��, ``�,� <br /> . � � � � � � � � �� � �� � ' so � J . TA� . . <br /> � � � � � � � � � ��� .., � � �� �� `v � <br /> � �A _ �� �� �� �� oF wASiy��,� ,. : <br /> . , � � � -� -� � � a � �, Q °� <br /> � <br /> � � � -� � � � � � � � � � � ��,�, Q`�� a��.,� so 'q0 �'�r ry�u�� '�,��' � �, � , � . <br /> � � � -� � � � � � � ``���... � � � � � �v �� �'h�i Z � . <br /> � 2 r ,� �� T~�9,����� t�y� �i � �' ' . ,� <br /> � � � � � � � � � . , �� �- � v � ���.3 s (�r�� c��G r�: <br /> � � � � .. <br /> �� o ,� � �� T •o�,j{ � ��t,�r�. <br /> � � � � � � � � � � � � � � % � S� ��� ��7.� y J � ��4 . <br /> �O h' �v TC 114.6 3 ��� - '``,,� � �0 �4 73 C1� <br /> � � � � � � � � � � � � � � � U,� �� . .. <br /> �° BC 114.13 ,�� �,3� � 45286 O �<v � <br /> � � � � � � � � � � � � � � � - � Q <br /> � � � � � � ` � \ o� . ,� � � sQ F��S TER� G��: <br /> � � � � � � � � � � ry <br /> .� . <br /> � <br /> S��NAL �N <br /> ► � � � � � � � � � � � � � � _ � � � \ ` P CO ACTOR TO `��~�^�� <br /> � � � � � � � � � � � � � � � � � � �r�, �"... . . WARP DES ��,� � . <br /> � � � � � � � � � � � � ' � � a .. � 9 27 19 <br /> > � � � � �� r.�� `����� DESIGN RJW <br /> _.. � � .._ _� s� � � �S ........................... ....................... � ��.. .... � �__........ � �. . �. __�..___. � ....... � � � � 4 �'� .� • ..���..',a�,��.� ,. �, TC 115.71 �'�R cra�,� S DRAWN RJW ';�' � <br /> � � � � 3 � � � � � � � � � - � � � � � : . � a : B C 115.21 s� r�`cl s� �� <br /> ` e '.e U1.Ci d.. .� � • ; , ,.�� �,f(� s . <br /> � � � � � � � � � �_ � � � � � � _, � � � � -� � : . [ (� �,..�� CHECKED RJW <br /> .a. • `I J{��y ��7f l-C. (� <br /> 4 <br /> � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � , . . Q . a ..�� ••q . •e.• a ' S�DT _,,.,..-„^`.^'^""'� �LJ <br /> O <br /> I - - 114.86 � �.° .. ..a� �.. °�:.a. � �. .11 :6 �� a s ��`'��4.,� W . <br /> .a .o. �o} e ' 'a. ��6 � �. rn <br /> . ' ' �.o . � <br /> � I� �.e :e �'•14�VJ .. ' n, Q' .. - <br /> Q � <br /> . � � • �. .. ��Q ' � � � <br /> � • • a� . • ,d a -7 '�...,�'�`�` ' � :� <br /> � .. .,a .' .C� . a. , .. .. i° 'a � �� /.�� %., f N <br /> ----------�--I---------------'------ -----------------------------------� le° • � ' a . . a.•• ' d \ d , � p , .�.�'� � <br /> i i � i �. ' , e.a • '4� ; ..Aa. .� •.a... : a. .4 . .e 115.77 \ � DC �� 0 S � , . <br /> � <br /> PARKING PIT i � ROOF LINE, TYP. � �7 P � �� � • �`' � �/ . <br /> 6.6 L I' a � 'a . .e .d ,:.a a� (��J Q�`^�.,�,w � ! <br /> FF=110.92 . <� . a ° . . a �� 41 i�: 5 � � sp -1 <br /> ' � - � � � � � � � � � � � � ° 117.33 �� 0' � _.,�'�"",� �� Q : <br /> I I .4 a �� a ' ' �a � 'r <br /> ------------------------� ( ' •' ' - . ° _1--r-a ' -a--'-.-- �.-..�'��- ''-I' C � 4 .. <br /> � --�'-^a--- <br /> � 117.50 �.. ' ' a .. l.p • .vC ' ,`•;d ad. I � • ���Yp� - . . <br /> I - � . � a . • ' �e., ��e • . 9 • I �I � �i� � ��L'i �...,, � W . <br /> i - - - -��- - - - = � -:` - � .� '�,� m � <br /> � � � <br /> A � � <br /> - - - - - - - - - - - - - - - - - - - - - o - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - � 11 92 117 � <� � `�.�� TC 118.64 ,�.-�-�-__.�_ ` (/) � . . <br /> � - . h 7. 5 �A� � � B C 118.14 --,� > � .. . <br /> � w <br /> IE=109.5 I � ' ' l� � �''4 `'�,.,,..� ' � ., <br /> � - ��.�s��o � � � � s�-....,.� � <br /> � - . �7��0� � � PH up � � Tc �, 19.29 , <br /> � � � t�aP � � ~`'"���•.��� BC 118.79 0 • . <br /> � , l�atm�.'� � ....._ �a• � • - <br /> � _ . 118.70~ �/ ����'��,�, � TC 0.36 �-- , ; <br /> � '`�,.�,�` � BC 119.86 Q . _ <br /> r <br /> � � 118.75 =... � �'�' � � , � <br /> � <br /> o�,a <br /> I - 18.7 �� �o� v� � � ��T�r ���itr� CURBH X """._-- Q . <br /> I � ' ' • � ��,,�, � � �'kr1V� O .. <br /> � � � � <br /> :, . <br /> FDCO I - FOOTING DRAIN 4" SCH � ��,�� 121.40 � � � � �p m <br /> IE=115.5 I � 40 PERF (� 0.5� 1 1. 4 i � � � .��� � � �----�\` TC 1 . 0 � <br /> � , •�...��`M1M1` � �� --� �.�/\ BC 120.50 = � Q � <br /> - - - - - - - - - - - - - - - - - - - - - o� - - - - - - - - - - - - - - =- - - - - - - - - - - - - - - - - - - - - - - - - - -�- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � � � � � � � � � c�� �?.�5, � � � � �� w � °� <br /> � o� �� � � � � � � ,,.,.�,�,,,.•.U� � � � � � \ � � o Q � � <br /> -- -- --- --- --- --- --- `--- --- -- �---- - , ��. 21.40 121.38 , <br /> 122.44 ' � � � � � � � <br /> - � �"``'',cr� ' � � � � � � \ Q � 0 O Q <br /> i � � i i � � � � <br /> � � zz Q � � <br /> --- -- -- -- -- yVM ; )� - - - - - - - - � - - - C�PST � � � 3 � <br /> � � � � N 0 � 00 <br /> �h �� � � � � U f-�'- <br /> � � ��- 121.5 � " �'� � � � � � � O � . . <br /> � � � � � � � � � � � � � �� � � <br /> � � � oNw <br /> � � � � � ` � <br /> -� � � � � � � � � � .� � � � � �xrt � � � � W ., . <br /> � � � _ � � � � TC 121.23 TC 121.31 TC 121. 7 � � � � � � � <br /> ca BC 120.73 BC 120.81 <br /> BC 120.87 � � � � o0000 22.13 � � � � � � � � � � // <br /> � TC 121.51 � , <br /> � BC12101 � � ' � <br /> ---------------�-- --- ---------------- �--------- --- �E-�?--e�----------------------------------------------------------- �-------------- --- ------------- -----=- - ---- -' � W . <br /> ._--------"� TC 122.0^ � <br /> � � 2 00 2 - 23+00 23+50 -4-+�fl0 ��� BC 121.51 �'°' 24+ 0 25+00 � .� � <br /> Z � rJ5 SS �-SS SS _ rJS _ � S S`'`a I � --5� J5�-t"'""'"""'"""Sr�"_"'"""`""1`5r� �^�t'__��"""�._c r'..�..'T""""""SS -�S �s�_--�-�---,•,_ri�'i_----�T-'SS �('a--- aa=T ��-=j- ' � � � .� .> - ,� __ - Q • . <br /> _ � � - , :;.,�� ---- � - <br /> `-' o - N 0036'31" E 427,01' 1 2.08 TC 122.3 f ,/'� N 00'36'31" E Z <br /> � , � � � � � � BC 121.58 BC 121.72 (EX.) � � TC 122.40 � _ . . � <br /> a � �~ - B R 0 A D WA Y A VE ��,5 ��NE CROSSWALK PER COE � BC 121.91 rMATCH EX.l 0 � <br /> M - ' PER LOCATQR � ` J � <br /> � ��� � STD PLAN 721 � a �� � <br /> � o � � � � <br /> 0 <br /> N � ' <br /> O � � <br /> � - G G G G G G G G G CU R B G G G G G G G----�--G G G G G G G G G G G G G G G G G G G � G G G G G G G G G � � I '_► . <br /> o - . ,� . -- . . , q . - _ , ^ <br /> N - - . . . . .. 6 tl . . - *-- a v • . . . e . , . , . " • . . . .. . .� • q: D . . .. . . •�. . . . . � ' q ' • '�I • � a • .,� . . � p 0000 a° ' . � p ' m'� . . � . . , , , a. v� . . . � . . .. . . � � ti • .. . Q. , . . . � <br /> . _o . . ,..a .. . . . .. .. . . . . -. .. � '��, . , a . . . q,�, a . . . . . � a � q • . .o. • ..a . . , . 'p � .� � . ... . . . . .. . , a. �'"'� � <br /> . �• p . • • : . . , . . . � . . `� c . . . p • ro , . .. . . _ . . ,q. . . . . q v. �. . b' �" • .. . . . . . p , 4� . . .. . . .�_, �� <br /> . q. , y - � V � "Q .. ' � <br /> � ' ° � a � ei <br /> 3 v . , 4 � • ' _ ' ' • ' • • . "� . 9 . . 4 ' � , • ' ' t„' • . . ,q . . . .� . .� � , ' �� ' � . �. ' ' . , �. . , • , Q' .,� . Q , • . .4 v � . . . . . � , � • � . • � . . • . � . . . . � . . . ' . � . � . • p , . . " C� ' , � � . • 5 � . <br /> 0' ' c : C �''S . a q o [dT: 'a d '� v, ' v 'm . � v v �' ? 4 ,a' � . . <br /> . . ' � . . . . . . . . . . .. <br /> � ' v ' . v. a �' ' a 4 . • . Y` " � .. .. . . . . . ..9.. . . q . 'V . . • . .9 . q . • .. y . ,V �` • ' . �' 9 V ' ' . ` ,� v. . . . v • . . . � � W <br /> ._ . . �. . . . . . .O . .' . . . . . . ,9 ,� ' �' . , . _ ' . , .. • .V . � . • . , Q v . �. q � 6 �. .�,Q tl , CI q � q � . q . Q. . � . W � Q � <br /> - o . , a . • . . . .. �. . , .. . .. . . , '�.. : ' ' <br /> _ . ' _ •' <br /> , . . . � . <br /> ' • • ' . • . . . • . <br /> , : . .. . . <br /> v Ir r � _..._- � V`J; . ° . . _.:�.. Y. -----------�� � ___ � .__._ ' W W W W W ��J q " W 1�/ W 1N t�! .. � <br /> , . . • . . <br /> . up •. •t1P� � UP UP UP- _ � � � <br /> W �;f W `�f W W W- (� C� � W Ll. <br /> �.� V�V`1 W � f i <br /> � � ° � 122 'o ' � � <br /> � CONC. DWY ' � � <br /> w �„ ��c :u� up u�-----~�-u� �� a�c 4„ aEc �„ ��c : a . o o � S H E E T N 0.: �,,, u- . <br /> N O , � � P . . . � <br /> Y , : � � , �aNC. �� C 2. 1 � w <br /> � � . ' ��c �`_.� � ..�_q : �" ��c ��, ��c co►�c. �wY V > <br /> � � 4 � <br /> � I /� �2 ' � a � � ° CURB RAMP PER � � � � , <br /> � COE STD PLAN 320 � <br /> - RB PROJECT NO.: <br /> , : <br /> _ <br /> � 17- 0036 � � � <br /> � . <br /> _ <br /> x . <br /> � <br /> N <br />