Laserfiche WebLink
i <br /> �, - � - � \� - - - _ _ _ _ _ _ _ _ \ <br /> � � ��^ � � � � ` � � 1 � <br /> � � ~� \ � I � ` � �' `�� - G - -- __. C., _. ._. r � � � � <br /> \4� � � `` / _.._ '-_ li - N <br /> - - ` �, r <br /> � � .� T J�J�-.3 � �''� ;� � � � -ry - � � -��._ � _ �. � �._ - �; - _ .� � � � ` �� � ` °� ;�`" � ���, �-` <br /> 1,� -�--__. <br /> TW=5��-.3-� �"= x\�.�..., ��` � ---�--- �� �� �. J� '� � <br /> - <br /> � \� <br /> ��__._ u <br /> �q - ='��- � �` \ �\\�� � s� soa�'==--- s�caoz qry / s \, 12 C�N C � � \ t---- <br /> � � ^ \` ;� g ' f l!°✓f V\J / S Jr T�J r--� I <br /> � lti <br /> �- _ � RE 7�� e . � <br /> � � '� � � 12'� p- c SEC8�3 / a � 5T� ---�---� rs.__.._____.__ S _ „ <br /> �y� �g F-- � � � `- E � \� /, ---��.-u____� ���-` --�. � � .� f ,� R� ��N� �� srs sr � srs- NOTES: <br /> � \ \ _ ,,� � �� �-----. _ r 10 P `-� '� a .� <br /> � `�. ____,� �\ �. `' �.A. � j vi� �-w -. �� � ,, �w F v�r r w-____ __ �- �� .� r _ _ _ _ _ - <br /> � �FV�f�-�---�==�.-�. F W F W `�-�N �" ,,� <br /> ��� �� � �, � �� � - � _____�__� � ----- / �^ ---�. �� `' ! ���� �,,g� 1 . SEE ABBREVIATIONS AND GENERAL NOTES ON �rs <br /> � � <br /> � . <br /> �` � z \ � \ `� �- --���- � �.�C.__�� ��'� . � �` � _. �_ ���...- �`� � ��� N C��l��) C�g I��.� S H EET C 2A. `�� <br /> �-- " U�1 K <br /> � - - � `__ ,_=-- <br /> � � °` � � `� \ � ��" P � E�J D TR A�E �--- ____ .- ____ �� --.-��----1 _ �� -�- � ry� � N C 0 f�!C P A D � � <br /> _ � � \ � � � T��`��g �� �� � r � -- � ---.�__.____ ` � sa � � � r r � � � � � � ``�, _ 2. SEE STORM AND FOUNDATION DRAIN NOTES <br /> TW-55�.1 _ � \ -� � -�-"--� _ -- � � E -�-- ON SHEET C2A. <br /> �,� � \�� � � , � �� BAI�GE / � J CONC U��A�K --�-_ _ _ �� � - � � �� E -- - - � <br /> TW-554.� � I � ��_ - - ;� � - � � r %. �, <br /> ` � �' � �` `�.. � �- ( � � ^� RFAD� 4„�� n BUS SNEI_TER �9 Tq�/=5�2.8� - W= �62.�7 �" �� j _ � � <br /> � � 3. INVERT ELEVATIONS OF THE EXISTING STORM <br /> \ � \ ,,._._� � � �---- � ____ ��- I N LI N E-P R D � � �' � � �. . � 7 C LF 1 �W � <br /> \ �'�, \ �_ / =� = - - - - ��� ^„ryk=- _--- .-- �,�- - ---- � ----- - --- - - - -� X t X ``~ icv � � �, DRAIN LINE HAVE NOT BEEN FIELD VERIFIED. <br /> ,, � � � ,,�.- ____ - �' � � � � � � � � _� � _ � _- � IC�I ICV ,.--' 'ti �' <br /> �� �� �e, \ � � ____ \ � j P.A. � � i�u . y o�-�- �--- - - - �----,�=�� ��-���� � �--�' .�.-- � � � �� .� ____ �U ���- �"' �'ry � CONTRACTOR SHALL DETERMINE THE EXISTING <br /> �., � - - -- _ - ---- - - - ---.- � _ � � �� � �� � ' �Gv P.A. � � INVERT ELEVATIONS AT THE POINT OF <br /> � ��5 _._._ � �.. ____ --- .� _____ ._..=..�--�. _ :�,g - - � .� o <br /> y� �` � � � � $� 1 - � � � �� � �6 6 �°> >cW-n � a d " ����� � i� .� �.� � CONNECTION TO THE EXISTING STORM DRAIN <br /> `�� � � � �--- - �=-�-5 4:-3�-.�- - -- = C�JVER E� P E D E�TR IAN �. ._._ ._._T�V-�6 2.8 3 � + ____ �� TV�=56�.8 4 � _ �� ' �-=�.�`~-� ____ � �, '�.�' 4 P�D �� � <br /> �' \` � � - - - --- �-.I � �ti � `� � �(;.�� �._. Y � � _����1--��.8..�1 � ____ e � �W��$,5� _ . �`�°- �,,�,,\ , 18° P '� icv + 6'�� : PRIOR TO INSTALLATION OF THE RELOCATED <br /> y 545. � , ` � `<� - -� � � - ��� - � = - r-� �' � � � STORM DRAIN. THE CONTRACTOR SHALL <br /> \ - - - - - - - --� - - - - - - - - - - - - - - - o �� 'p �°� <br /> --- <br /> . _ _ _____ .�. <br /> `(� ��-�-. 6 '\, ��� � �� • � � ' �� ��'' �'� .�� � icv ��v =�-��� �' � � PROVIDE THE EXISTING INVERT ELEVATIONS <br /> �` � �' �`-- - ��=��-�-- -}- --- ��--5�-�-,�-- - - - - -�-�E--�4-�-5�-- --- �- � T�JV=55�.1 � � � P _ � `� � � � V �c�-� �.1�„ P `�. � r�" � FOR REVIEW PRIOR TO ANY INSTALLATION OF <br /> ��� ____ ^ _._ <br /> RIM 545.59 b� v;� n, � �� �-�� � VU==���-.34 -t' �y 7HE RELOCATED STORM DRAW LINE. <br /> � , ____ .- _.._. .� � � _..�., � - � ` __._ � .____ � � - - - �. � � � <br /> � � <br /> � <br /> I E 5 44.61 � Y��' � R� � a �---U . � � � � ____ ._.__ � �` __ � __. � -. � �>_ �__ - .� -�r�2. r \ � <br /> � � . � � , . e � � ____ ___. - � y -- - � - � ____ - . . <br /> , - -__ _ __ _. e s � �C - - - <br /> T�l-- �6 <br /> s-r-s .___..._._. � , _ .� � -___--_ - <br /> S�� �� �� --� -� �� `� 1 r � � �*? °� V� � 4. COORDINATE PIPE CROSSING WITH BUILDING <br /> � >7 � 5TS- s� STS ,r 5TS .�g -STS "� - i5T5 �� STS .�? �,. (' �.�� T�l=�50.1 . . _ �- � P,A. � w`'� � �'� <br /> � R�� J� d _ � � .� R - RD � T ^554. 7 �� T�V J��. �� m l FOUNDATIONS. SEE STRUCTURAL DRAWINGS <br /> � fi � r Y_ � � � �6� � � �° � CQ � � �, h ( - � �' " '�'�$�1 � ' �W=562.84 � �' / ,� FOR REQUIRED FOUNDATION CLEARANCES. <br /> e S �,�IR. E �- �i�Q�4�.�� ' CONC WAL� �, � � � �� � <br /> >1-I A 2 442-51 � o I M �45.5 I � � �I 5 �.6 9 � -� ��J��= p� 0��11 - -� � � :G �- ��5.5 ` � - �� ���, � �d <br /> _ � � 5 �-. � ^� , ��y BUIL 1G 0 RH� °b n� � � � � 9 (� � � ;, � 54i �40 � �W=55�.5� ��v �a � ,� ,� ��✓ �, <br /> ACK IN LEAD .� L � y. E 542. 6 ;�. � „ c� � 5 � ) ory F �'P� �., s �' <br /> � , � � � ��- -- ` �- v � �� � �. ��. � � � � ��. � �,� � _ .� �� � _ I�r�l= �a 2.8 � �, � `�;� <br /> � 342�,.5�J.o�C� - - - --- - - - <br /> P r �o ��r- �,,¢A �,;;t � �;� sss. y�s <� - � �*5' P� S� ��$ �'`�� e� L �`�� �d,--- - - t ��r--_ -�� � ee _�� ��� ~ � T/ <br /> � ����J�,��� �� �� ��� ` s-r� � s-rs -s-rs ,� . h. � �.^• I ----- ;� c-. ,� ' <br /> h � � � - s-rs °� Ts s-r, ��3 � `� N 342,7,1�9.6� � I � � /. T�=��5� ' -3 C528-4� A�PN,�LT.� �� <br /> EL 5�-5.�5 � � � � � .� � � � � _ _ , �-Y , � �.. � � ,�� � � � ^ � �T� -�.�-� � � \ �` aN� 2442-50 <br /> � � .� .� � �vr � � � � �� 6 FD-� � �� S EE �i,� �a��o6. �0 -�` ` <br /> �^ - , �� � r� �� � ! � � _ _._.� .._._ � �. \ q� REBAR f C0NTR0L CA� <br /> h � � ___. <br /> �_ . � �.. � <br /> �� �� W A r�F'C C a�U M�1 � co �. � ;, -�--- ��. -� - �-_.� ` _ _..._ ____ - -�� . � \ � �" -� �l 3 42 7 2 3.g�4 <br /> �(� ( � ( � --, _ � ,� � � ; � ���, ,�,_ r T -558�61 � � �� <br /> � RIM 545.7� �, �� - { Y� �ry �� „ .11 �, , ► = -�54 3� k� . LIMITS �\ E 129�289.9�� <br /> �� � �� „Y� -, �� � � �� �� �.$ ^� °' � , �n,_ s ,� �i , �``�_ �lE__4� _��4�.�Q_ � ---- _.m��---��_ �� °� ORK��P � <br /> CANNOT ACCE�S IE y . � � 5 .� � -� _ � �^���-�- � ----. \ � `�,,, � � �L 5�1 .�� <br /> RIM 545.5� ,m � �� RD � .9 � ,^� �, � � � \ �WL-PR �r- � <br /> IE 544.50 y� ��� ��� " � �.� y' _ _ _ _ _ _ � . <br /> � � � ��i � -� ��� -�, �^y � � ,� ��„ ,� ,� �,� � ��,, � �:� <br /> � � x�`h6 �1 i p . l �� \\ <br /> ^' � �a` . 'is ��F`g� I , .� � f 'p � .f��,J� , e - ..� \ \ � <br /> � � ► I � I - - __I..��/��.�� � � ����'`� GC?��� P � � �� <br /> � `�C O N C E �E � � � ��� � -�^ \ �° �� � �-- � �-�----�_ � �-`, IE - � 44.50 � <br /> ., � �� `�D �� � �C��I R E TE ,� ,! � ,, �o �M �. °-�-� �---- --�y, t----- ` � \ �� �, \ ���� � �.\ <br /> �� �� R I Nl 545.58 � �; ,�� ONN �0 EXI�T 6 � � _ '� ��. CONN,>> 6" SD �. <br /> RIM 54�.57 n � ���� �' ST � �� � � � , ,��� \ � <br /> �a � �° ;� � �-- F �� � I �'I cN �4�1,�����_�,�- �" - - � ,I �� � �Po � � \ �\�\ � \ � <br /> � r :� -�-- ----- - ��- - ° � � ej6 �. I� �44.�� I_ 5�-�-.�-9 ��-fi- -�1 ,�94;.���6�.� ^�j �� �.�'� y � �. � � .� RI �,D C�� � <br /> � � � <br /> � - -r �. � � ~ � , ;�:� �� � <br /> � �'&�. ��'� � '� � g � I ��,�-'_. 542�� � �-�s.�� �,� }� ��-.-----5� � I �, �. � 3 � �� .�.� A� ,� �` ��N�42��02 Q7�� \`�, <br /> � R � ` m DOOR �1�I 0 r sT� S�E N���-� " I � /�� -��,Q� �' ,� CO" 'N TO �6"SD TW 5 �. � 'i SD C� .0% MIN � E�\� 90 265.�8 �``� � b �' <br /> �� �`�� `� FFE-5�-5.85 �T� �,-S �, ` � �^�-I� ,�� �- ���, ��� �.. � �' <br /> � <br /> ` � � � � � „ �, �� � � I � 6�,�� <br /> A ti � ,. y� .� � �r D- RD 6 � � �s�, �N �� � "� ,\ � ,�' �" � , \� •1 .0� MiN� ' -� <br /> `� 4^ I �.8��� . . � . <br /> � . . . ,... � /\ ' r ` �e L � S \�� ����,�� 5 a <br /> \ <br /> YD YD � s s , � , RIM 5 .h2 � � �,P.A. `CQf��TO E�CIST��,� SD <br /> �� I ^ � � ` I� '�,f7U�T,� E IROfr1�PIP I AUNDER BLD�� SLA�� r �. � �I^ ^� � W�`� [��CE `� URLING I <br /> RIM 545.57 bry .� � �i�i 545,59 ,� y s� �o;��"�WL-PR � , \ \�`�, �����4�2����:� ( � � <br /> "('�l°r'� " f^(,, / � � " �1 '� `�' ^ � ' ^�' <br /> I� ���.V SJ 6 �� � 1 Gr s���. � lb �"'1- �� y,5. e�5, h' J�..J . '.....��'� � .,.�_....�JJ�J� c 5�� � <br /> ��� � ���� AD � � �1 � ( ^ ��� �. ��7 ...._ , E 1�2 ! ,�7��� I � i TV�1=��2.�4 <br /> � f � � P S �F � WL-PF�L�; I IE _ �� NOWN VIF i <br /> �. � C�OOR �19 N 342,691 .79 � �`�`�, N 34,�2, � � - �, /� � �' <br /> � �,, 702.Q7 � ^ ,� , � � � SEE N� � � <br /> � � . , . � � � � �� � � _ <br /> � FF�=�45.88 E 1 ,290,203.69 (C� ,.- ( �° E 1 , 90,206.7�` C01 1�RE `�.,, � � -a � I I � I + TU�!-55�,60 <br /> � R I M � 5 4 5.6 7 RIM 545 `� �`- ,�� � h � � � , =U I �, II ' I <br /> IE 4 = 544.17 E � �` � �/ �� ��> � � I �� I � <br /> _ � ^" �p � ry » _ c ) iE � .3.7� �, ���. � � � _ ��� I �; � � � � T�-5���-.J� <br /> � ,, - - � � I E 6 544.17 (N) � ��, <`� , - - -1�3 - ;�: ` - -�x�� - - = No (� <br /> . , � -- , �:�,, �v, <br /> .T 6 � <br /> �a 1~ �� � / <br /> ' � � n.. �. .. � �. � � � � � �, �� � � - � � � �, � � � �� � I <br /> �`� _._____._� C528-3 C5�' ( I I � � <br /> �. Ya / � .�I � I <br /> � 0 � 6 AREA DRAIN, 1YP �� R � c r CO � , � + + ' _ r <br /> IN1 .�4�.�� IE 4" = 544.50 o-� _ . � � , �� ( ( , TV�� 5�0.12 <br /> 1 - � V �, � <br /> I E 4" - 5 4 4.5 0 I E 5 4�.4 6 � I I I <br /> C528-3 C528-5 _ 0 � ' � ( I I � I i <br /> DUOR �112 SEE PL MBING WGS FOR CONT � <br /> � s; � � �ol � I I ( I � <br /> FrE=545.90 � I I + I � � <br /> � �� <br /> DOOR E1 6j � � I � <br /> - FF�E=S�-5.�� ^0 � � � I � � � ` ( <br /> � � � J� � ' � <br /> � Yd f � �0a � � � � <br /> � � I <br /> � � � i� <br /> R�� ��-�.�� � ! � � l <br /> �E ��-�-.g� ��� � . I � � � 1 �I <br /> �� � � � � I <br /> YD --�. <br /> - � � fl I � <br /> � 4^� � I ` . � .�� � <br /> R{�� �45.05 � � ( i � � �� � <br /> ( � <br /> L � II f � <br /> IE 5 �-5.00 I � � ( � I �' i -' <br /> ,��� " � � � � � � <br /> .b � ( � 1 � , � , F-- <br /> ��9a � 1 � � � � � <br /> If I � � I I � �, <br /> aaoR E� -., ^� I I ( ( � <br /> FFE=545. 8�J - � y � ( � � � � <br /> ������� � ) � � <br /> � �---'.A�. � ( �. ( � <br /> $ � .� � ( � _ � - <br /> � ° 0� �� i ( � ( 1 TV�/- �54. ,�� <br /> � l ! � <br /> � -� °�� ( � � � �� � � i <br /> � / � <br /> M TW=.561 , �4 ____ _._ � �'P �. � .�- � <br /> � - ��...� � ( I � � <br /> 0 1 I � I I - . � � <br /> � �.A, ► ��. <br /> ' � � � ( ( TVU=55a.13 <br /> � + <br /> v� � <br /> � � `�� - --=- ^�� � i TW=554.37 <br /> � <br /> � <br /> � <br /> `� PARTIA� P �A�1 - STO R M A�l D FO U �l DATI 0 �1 D RAI �1 S � I <br /> � <br /> -o <br /> m SCALE: 1 " - 10' I v <br /> � MAGNUS S ON Structural+Civil Engineers <br /> = 7�'� 1 3 0 1 Fi ft h Avenue,Suite 3 2 0 0 � <br /> � 1\LEMENCIC SeattleWashington98 1 01-2699 NOT FO� ��N�T�U��I�N o <br /> A S S OC I AT E S � T:206 292 1200 F:206 292 1201 <br /> � <br /> � SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ACCEPTABILITY DRAWN S ITL CURRENT REviSION SYMBOL DATE o <br /> W P M• GR� W2829162 0 R i G 5.24.16 � <br /> � ORIG 40-92 BUILDING EXPANSION W2829162 MKA 5.24.16 �`� oF w�sl�j,�rJ� THIS DESIGN AND/OR CHECKED PARTIAL PLAN - STORM AND FOUNDATION DRAINS � <br /> �' .�w `���, �' SPECIFICATION IS APPROVED SHEEi � <br /> � � �� APPROVED BY DEPT. DATE TITLE q-O-92 BUILQING EXPANSION � <br /> M CHECKED C52��� � <br /> N . . . . . . � = �' <br /> `° � w ITE 40��D JOB N0. COMP N0. � <br /> � °•� ����sTER�° ti�w APPROVED W2829162 � <br /> o � � <br /> a APPROVED DWG N0. <br /> � <br /> h�2'� ��° `�S�oNAL �� CIVIL MASTER EVERETT, WA 40-YD-052�-3 <br />