Laserfiche WebLink
� ' �'�ni�n iiu� ____ _ _ _ _ _ .. <br /> - ___ _ ___ _ <br /> _ _ _ _ . <br /> CITY OF EVERETT DRAINAGE NOTES: '�N" <br /> �.",�►..,_ ' <br /> S EC. 29 T29 N . R5 E. W.M. 1. NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED. CONCEALED OR PUT INTO USE UNTIL IT HAS BEEN INSPECTED, <br /> f ! ! TESTED, AND ACCEPTED BY THE CITY OF EVERETT <br /> American Property Development,Inc. <br /> 110 110th Avenue NE suite 550 <br /> 2. ALL WORK AND MATERIAL SHALL CONFORM TO THE CITY OF EVERETT STANDARDS AND STANDARD SPECIFICATIONS OF Be��evue,WA 98004 , : <br /> WSDOT/APWA. <br /> i <br /> o ' SSMH #1 � � �` <br /> � � �, �, ; / Q `/ , �� _ _-f� 3. APPROXIMATE LOCATIONS OF EXISTING UTILIIIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR <br /> ' � � � -- 48"� TYPE 1 MANHOLE WITH HINGED FRAME AND COVER-- Ta-= � � s_�p�H'----'=--Z3H-`- ��-----�H--��-�ry i _�H _�N _OH -O�`---�OH�, �' �`��/ ANY ADDIT10NAL UTILITIES SHOWN.SHF CONFLICTSWITHBEXIST1NG UTiLITIES�RISE DURING CONSTRUCT10NOImEAMAGE TO <br /> �`- ---- <br /> ; �--�H -_-yOHe�-Ohla � - � -�'i_ ° l �` � \ ° � g+� . a ; � <br /> �-° -�- -- CHANNEUZE BOTTOM STRUCTURE TQ WEST, PLACE 8 - --� � � �I �(�}-- S r SD -----SD -----SD-----SD-----SD � � \ :� CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AND ANY CHANGES REQUIRED SHAIL BE APPROVED BY THE ;� <br /> �_e_�H_____�H__.___aH 'rzpH--:�- � � r � �' � '1 CITY ENGINEER PRIOR TO COMMENCEMENT OF RE�ATED CONSTRUCTION ON THE PROJECT. � <br /> -- <br /> __ ___ __ � cn KNOX OUT ON WEST SIDE OF STRUCTURE FOR FUTURE USE. � �'" ' � o <br /> ; � <br /> __ _ _ ._._ _.__ __. .___ __._ _ -- -.__ ___ _ __ __� � � � �,-, , +- � � -� .-__�- <br /> a � PER DETAIL 605 AND 610, SEE SS-02, SS-03 � -- ---- -- --a � ; ; � 3 � � <br /> � = RIM:92.93 ,��x� ^ ; � Q � �---;G-----G-----c- EX SSMH #1 4. ALL STORM SYSTEMS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN EASEMENTS MUST BE STAKED BY SURVEYOR FOR UNE W Z <br /> ' ss-�' AND GRADE PRIOR TO STARTING CONSTRUCTION.. (� W Q o <br /> 32N D ;STRE�T IE IN:�6.54 (8� S� ; ; ; � �; ; <br /> _ , IE IN:76.54 (8° SW) � - - - - - �' 23�00 ' ; � ; � � P � 3 <br /> ,,�,�, �� _.___._______ �-�,�-_.._ �- <br /> 21+00 � � � IE OUT:76.21 (12" E) -� --��s \-y--��--�-�-�=`«---�f-������""�J ~� J 5. ALL CATCH BASIN GRATES MUST BE STENCILED OR STAMPED "DUMP NO WASTE. DRAINS TO RIVER." Q � W M � <br /> - --+- - - - , - - , o ,., �� 0 20 40 ` <br /> �� � i i � W Um0 <br /> �T , <br /> 1 1 �-- 'n <br /> , ; ' 1 i 4 . � f . � : _ I ' 'i <br /> ; ; z . , � �k sTA:16+64.3,, �5.00' LT� -�=- - - - ' °- � �� #' __ GENERAL STORM DRAIN NOTES: <br /> � ; <br /> � JN W <br /> � � ` SCALE IN FEET J �"" <br /> „ „ �' ,� _� � ,� STA:16+42.51, 38.42' RT Dq -._, - � � � Z ��a <br /> ' � _ ��� ; ,rE � 8 STORM CLEANOUT AND 8 WYE , �� ', �'� 1 �° ��� � � ' � ��� <br /> cv ;' � ; �_� ����� � r� t a�� � CONCRETE INLET <br /> � � � <br /> cv�.___��_____�_____�_;_ __� � , --�- r-=�---y��--- -iPER DETAIL 421, SEE SHEET SD-03 - --G -�- --�- - ;' , �� „ ' � i 1, PIPE MATERIALS, JOINTS, AND PROTECTIVE TREATMENT SHALL CONFORM TO �N� <br /> `; � � <br /> ��� � CONNECT TO EXISITNG 6 STORM PIPE � �.�-� � N w m� <br /> D4 ; - - -, ; ' �,' RIM:93.54� � ' '�;-,� , � THE REQUIREMENTS SET FORTH IN SECTION 9-05 OF THE WSDOT/APWA z Z o <br /> � �� � , a - - ---� RIM:89.92 a- ----- . w � <br /> ' ' ' , ' a ;_ IE IN:76.64 (8" S)� a � ; _� ',`a° . � '; � �,. � � IE OUT:88.90 (6" N� ---G-----G-----G- G ,a � c�- 4 4 �. . U � g M <br /> , r, ��, <br /> STANDARD SPECIFICATIONS <br /> - - -;-� e , .-, - -- a � �o� a;" a ` , IE OUT:76.64 (8° NE) � . � a <br /> ' G`,�.:, � �. a. • '` • s ��. I'4,. ° ,� .. . t ; . � � � e rr , � - � . a Z <br /> ' =-°-�=`-� �` .� a � o ,- � , �; � T H E F O L L O W I N G M A T E R I A L S A R E A L L O W E D F O R U S E I N T H E C I T Y, (n g <br /> � ! � I :� ° � ' ',' i 'e .- `� . a . a ° � � , a a ,, � �..�_�._ ; ; G� .� � � __ _ -DUCTILE IRON PIPE , LEGEND a <br /> � I � � , , �. '� ,' 3 � a� , .--�� � � ' � -PVC PIPE (SDR35, ASTM D3034 WITH 3 COVER MINIMUM m <br /> f� �� I � � ' , . 2 ',.�`�� �' �'� Q �• I � < � .� � � <br /> i , I � � ; , r a ^,_ __��.- .� , , I (-I� � f� ;T�,�j -CORRUGATED HIGH DENSITY POLYETHYLENE PIPE, WITH SMOOTH <br /> , ., . <br /> - - ' ( �,', - A - 6 � + � ; � � d a INTERIOR - - - - PROPERTY LINE <br /> - - - - � -- _ _ ---.. - � <br /> 16 �0 � ` ` � <br /> 15 0 ; '; , � � ' ��. � � a�� i 3 �' a �� _ <br /> � , l , , (j� 2. COUPLING BANDS SHALL BE OF THE SAME MATERIAL AS THE PIPE. � PROPOSED STORM LINE, D.I.P. CL 52 <br /> 11 <br /> � ` �� � � � 59 LF 0� 8" � ,1.50� �' ;� a. � ' � � � ' <br /> ��� �' , ' �; ; , , " � , �� � , � � 3. 6 INCHES MINIMUM VERTICAL AND 3 FEET MINIMUM HORIZONTAL � CONCRETE INLET 1MTH FRAME AND coP�icHr �c zoos, ALL RIGHTS RESERVEO <br /> � i ,:f � _ , � • STA:16+07.90, 0.00 �(� � , ; � . ,I � - � VAINED GRATE <br /> � � � �� � r4- , ; STA.15+53.05, 0.00 ; 2-45' BEND (FLxMJ) ,; �a a �, , ; ( � (I � STORMADRAIN PIP S ANDTOTHER UUTILITY P SPES L AND CONDUITS,B E T W E E N PER DETAIL 401 SEE SHEET SD-02 SUBMITTAL/REVISIONS <br /> Y� � I, �- , �, F L O W C O N T R O I S T R U C T U R E • R I M:7 9.2 1 � � , -;--�----�c <br /> ' " ;E s � -�-�-----G Q �) e a . a �/ � DATE DESCRIP710N <br /> _ _ _ _ , I � �`� ,, '� PER DETAII SEE SD-03 IE IN:77.30 (8 W) �� � � �.., ,; a i/' �' 4. A L L P V C C O N N E C T I O N S T O C A T C H B A S I N S O R M A N H O L E S S H A L L B E M A D E o EXISTING INLET BASIN 1 1 0/1 6/1 7 C I T Y C O M M E N T S <br /> - - �a I , � . � '< COORDINATE LOCAl10N IE OUT:77.30 (8 N) a ; � � €' i/ BY GROUTING IN AN APPROVED MANHOLE ADAPTER INTO WHICH THE PVC <br /> �. � i �� + 't WITH STRUCTURAL PLANS , t , �' ��1+ ` , , � ; � ca ° � � � EXISTiNG CATCH BASIN <br /> , o a1 � , � , �'RIM:83.35 M , , � 3� � �i � o � �� d � PIPE IS INSERTED. ❑ <br /> � � o � i ' ��� �'� ', �', IE OUT:78.12 (8 E) � � , � � � , ' `� , <br /> , ; ' � � � I <br /> � '� ' ; t�' + ' , � - � �,� � � "f 5 BEDDING FOR PIPE IN TRENCH SNALL BE PER DETAIL 615 ON SD-02 -----So -----s� - EXISTiNG STORM LfNE <br /> + -� Q I <br /> , <br /> , � � , � t , << , , � ;; /; • <br /> •d- i , ; �, � �: , �� � , , i„ ;, <br /> e M i I �` , , , �� ` <br /> t , <br /> O <br /> �. o- !--ss � � � � � � , ', � �, ' ,s�, � M� � ",--'� � +! °� 6. NCH SECTION DUCTILE IRON PIPE SHALL BE PER DETAIL 614 --___�y v a___W____s W_ EXISTING WATER LINE <br /> � TYPICAL TRE <br /> ' ° ,�'� ON SD-02 <br /> - - - - - - � � � i �� �, 6, � � �� l� � " ' � :; � Ijf -----ss ------ss - EXISTING SANITARY SEWER LINE <br /> , , , � <br /> ; , � <br /> � ; , �, �,� , <br /> , � <br /> ;� � ; ' � , '�, � ° ��, '�, ��, � ��� � ; `, � �;� � � 7. TYPICAL TRENCH COMPACTION SHALL BE PER DETAIL 620 ON SD-02 <br /> i � } � <br /> , i , ? � � �, , � �, � , , � � � ,, ---- �-----�-----�- EXISTING GAS LINE <br /> , � . <br /> ,� � � ' � � tr a�, ° c� , „ a .� .� <br /> , <br /> , , , <br /> . , . , , <br /> , , . � � , , � � ', , , , , t � <br /> , <br /> , <br /> , , , ' <br /> � � (; ; �� ; o �' � '�, �'� ', �`, ', , �� � � `� �4a ea ►j, X CO -----T-----T--___T- EXISIING TELEPHONE LINE <br /> � ° NSTRUCTION NOTES: <br /> � � � i a �{ ❑ <br /> � , � , <br /> � ) � � ��. �? � � ' � . <br /> , ;_ �, ',, '�, ', <br /> _.•-- J 1 i ,`" ,,� � � P i � 1\1 �f 4 . . �f - <br /> _ _ _ _ � � � i� °�, � '�., ''-., `�-�_,_,_�., `, , ; � 3 � , _ _ �;, 1. STORMWATER DETENTION VAULT, SEE STRUCTURAL PLANS. --'-'OH-----OH EXISIING OVERHEAD POWER LINE <br /> , ! - - - - � ; ' ; � � � 2 i� � � <br /> - - , � ���?�, '-. " ��, �'� '�, a, �� � , , '> i , � , � � � -----P-----�--_--�- EXISTING BURIED PON►ER LINE <br /> ; ; i j � � � � : +?.� ``�� I c? � + � I �� 2. SEE TYPICAL PERIMETER SOIL NAIL WALL DRAINAGE DETAIL, SEE STRUCTURAL <br /> �, i • , , ;I� � p ; � � � � � `� � � PLANS. FOOTING DRAIN, SEE ARCHITECTURAL <br /> i � - - �� � , � � � � � ,� <br /> -, , � � , � � � � ,, ,' <br /> --- s � � ,` ',, a , ,' � , " '`` � � � - , � I ` _ , ; FD AND PLUMBING PLANS <br /> �. , ,�, , + , a � a� ; c� � , ;� d���/.1`���_' 3. STORM DRAIN PENETRATION THROUGH FOUNDATION WALL, SEE STRUCTURAL PLANS. <br /> W; � � , , , '° ` <br /> i I 1 � ��� d �� � � � � �i <br /> \ � \ , � ,� . 4. . <br /> J� i a � � � � �� � � `. a 4. SOLDIER PILE WALL SEE STRUCTURAL PLANS. <br /> n s J; � . : , �i � � � � ;� �, �- ---�T-�r � <br /> _ � 1 �` �' I ' � � ' �. . . �� da' ., �� 1 I ____ 11 . d . . ��� / , , , <br /> '-,-y' �` ` � � , � ; � �-3--G-'; G Ef a V <br /> 4`�, � � � LOBBY FFE= 8�.88 � �, , aP� ;; ; ; � '� � �� � ,04.0 ,04.0 • <br /> . , , , <br /> Q � .. , , � � . � ; h � � � . �� �/ . . . � <br /> "� I � � . i � . ; �"� (, I � �� p <br /> cf�"_" I � , � h G� 3 t 4 n . . . <br /> � � � � ' �/ 4 p- �3. 1� � C 1� � I � i� 4 � �OL.O . . . . . . . • . . . . . . . .. . • . . . . . . . . . • . • • • . . . « . . • • . • . . . . . . . . . . • . . .. . . . . . . • • �O�.O <br /> i I � � _ _ ti_"'� ___- I � 1 , 1 � � : � . . . � <br /> � I � �'� � , � , : � �; � ;� � � �/�/ � � . . . � <br /> � �e-� � / <br /> � i I �. � , j� �'� ''�oo � 7' '� �y . � � � % ` . . . . . . . . . . .\�. . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . • . . . . . . . . . . . . . . . �oo.o <br /> ;� 1 d ; . , I d � I! � �00.0 � �, � . . Q <br /> - � _ - - ! i .I + �.. a Q�.' . i �� ' Q . � � <br /> i ' � , '. , a , �� � ll �. . . <br /> ; t �, , � a� , :�-�-�„--�, -- �J+ � � I' a� . . . . . . . . . . . . . . . . . . . . �.� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 98A <br /> � � <br /> � r � , , � 3 ,� � a ���%`' 98.0 , � � , <br /> 0 � I; � , �� r � o i ° r. � � �/ -') \ ^' � <br /> N o �; j a,, � s i4 � '+ i p ;I ' �% � � � �� � • \ V <br /> � <br /> j � O I . , a �t� ��� i �� � �- �i - - ' . . . . . . . . . . . � <br /> � + i;� � ., �o , � �, , � �� r - �r'' 96.0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . .��. , 96.0 M <br /> i M I�f �' � .i i ,� i G� � � � � • <br /> � � 4! . ` a, ��' � � '� a ' � � • � <br /> h t � ,' i ir ti i <br /> � ; �, ,' ' 4 �� ;;' d �H , � ; I� � /� 94.0 . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . �;� . . . . . . . _ . . . . . ' . . . . . . 94.0 � <br /> _ � - � 1 V � � +�' � (Lp` �4 1 � if . I � • • � v - - \ ` <br /> ; � � � ' k :2,c'' � '� ___ ,- -�'-�-3-P � i! , �/ . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . <br /> � a � �, � aa / <br /> f , 92.0 92.0 � Z <br /> I I 1 . �n � � , ��� II � I `. 1 �j ..� ! <br /> 1 I �" d; II� t � J . • ' � O <br /> � I 1 ��qq(�I� .1n❑ � ,� . . <br /> 1 � t .�'-T I � �� �� � <br /> � ; � � i��; o , � °. V/; 90.0 . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . - , . . . . . . 90.0 Q � � <br /> '�� 2 , a ��a ,� � z , �, �� ,y ��, ,�,� STA:16+64.31, 5.00 LT (� <br /> ' � � � � a � 'a'= Et'` � °a � ;' ;I ; `;-`_�` - - - - - - 8" STORM CLEANOUT AND 8" WYE � � Z <br /> ; ' �R ,' , � �� � °� �' _�� � � 3��°. i[� ; 88.0 . . . . . . . . . . . . . . . . . . : .(�. . . . . . . . . . . . . . . . .PER DETAIL 421, SEE SHEET SD-03 . . . . . . 88.0 � <br /> - - - - - - �,---1� , . .�__ . ���; �� c- `r- � � � � �� � , I <br /> � E _�� � . a� , � � ��� °� � , � � � a pp . . . . . . . . . . . . . . . . . . ' I I . . . . . . . . . . . . . . . IE IN:76.64 (8" S) . . . . . . . . 86.0 � (n <br /> � � �� f OV.O . » � � � <br /> e <br /> k ;'�, �, `�� �oo �, tl��; ��;� � Q `; � !i " + • .I I• . IE OUT:76.64 (8 NE) > <br /> ' �' ii , o,� -�'' �; �a�� _ ;--;--c� ___G i� � 84.0 . . . . . . . . . . . . . . . . . . , .��. . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . 84.0 O <br /> � � <br /> �, , , ' �i '� � Q�� :�� °; �� ; � c� � il a I . �� . EX. GAS� w f- <br /> W d � � <br /> o , � � ' �i ;� ;'� �' � +� � � � � � IE q � $2.� . . . . . . . . . . . . . . . . . . » (�. . . . . . . . . . . . . . . . » . . . . . . . . . . . . . . . . . . . . . . $2.0 � W <br /> � _ _ _ _ - - , � oi . � D � o � � IIa I : �� : '_ � �' <br /> � � � �--,�,i- � ; :, a = �? � I� . 80.0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 80.0 c~.� W <br /> � <br /> I ! --�--�-- � � � � T �'' � � � - - - - � <br /> � � �� �' � �� o,'� � ��,� � �, � , 1, ,� L�BOTTOM OF VAULT. . �p W <br /> Q - � � '`�.�,� ' i � �a' o �� � ' � � ` �� ° �� 78.0 . . . . . . . . . . . . . - - - li I . . . . . . . . 78.0 � <br /> i � � '� _ � , c7 � � �- <br /> � 4 � (` � � <br /> ¢ t � I � � � � � C <br /> V i , � f� i 4� 1 I . . <br /> 1 �1 � � 0��4', i , ;; � 1 � I I I! . I�. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .8 . . 7V.� <br /> N , � � , � , �� o � , � 76.0 . . . . . . . . . . . . . . . . . . ; . <br /> Z �' A-- �� � � ; `�� o � � ��� 3 �� ° °�_. � -7- � -- �{ II STA:16+20.42, 5.00' LT� <br /> � _ _ - _ - - � ,------____r.:,�_x__._�t_�.xt�..�t<�.�_:.�:.,�..�.,��r � , � , �a 1 '�,� ` �� �� �//,�', 1� 7 Lf OF 8" � 1.5�� <br /> - ,,.- � _ _ � _ , .� <br /> � , : � ---r"� , ," . '�� �r ; ,, � �� a ,. , 74.0 . . . . . . . . . . . . . . . . . . . .� �1, . . . . . . . . 2-45 BE MF ). . . . . . . 74.0 z <br /> ND LxMJ <br /> ' ' ' ' � RI :79.21 � <br /> o � i , � _-.�-=---------------- -- � �a� r " �' ' il �' ' j IE IN:77.30 (8° W) t. <br /> I 3 Q Y � 72.0 <br /> o � , �," <<------------------------- 72.0 „ J <br /> o � =------------------ . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . <br /> �, , � <br /> ' --, - �; ► o <br /> � , , <br /> � � � ,�,, � t�-------------� , ,� ; � , a ; �, � + II � . IE OUT:77.30 (8 N�. <br /> � � + „i ; _ __-_ ` - - - - - � ' � �' " � ,+ � �, , � �r �. <br /> � � � �, � ; i ; _ , -�. � � � , , , � ;, f . . SSMH #1 � <br /> � l � � �' � 3 � 3 ( . STA:i 6+68:78 -0:00' . . . . . . . 70.0 <br /> Z I "' � i , � � , � r a:� " � i; a a � 70.0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . •. . . . . . . . . . . . � <br /> � � �� i; � _ , 2 ' � � � ' E' �' ' 48"� TYPE 1 MANHOLE WITH HINGED FRAME AND COYER L.�..� <br /> , , � ,` � n <br /> � - - - - � ) , �;. � , � , _�� ` �- ��'� _� � _ ' � ii a . � r j 68.0 . . . . . . STA:16+20.40, 59.86' LT . . . . . . . . . . . . . . . .CNANNEtIZE.BOTTQM.STfZUCTURE .TO WEST, PLJ�CE•.8. . . . . . . . 68.0 v <br /> � ; ' � , -�-- -� -W� � �FLOW CONTROL STRUCTURE� KNOX OUT ON' WEST SIDE OF STRUCTURE FOR FUTURE USE. <br /> � � � ' Q <br /> Q �,��,�,�,; � ` �- ____ � �'Q � � � � ,�` °� fj`, PER DETAIL SEE SD-03 P.ER DETAIL 605 AND 610, SEE SS-02, SS=03 <br /> � �' � I � `��;�,� a � � ?a ` 66.0 . . . . . . . COORDINATE LOCA110N. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . RI�1:92:93 . . . . . . . 66.0 z <br /> � � �: i � '�" 4 ' �r � ° ; 3� �E ��� WITH STRUCTURAL PLANS • M - <br /> � � � ° . . . . . . . . <br /> � � ' � �` � �� - �.. __. ' � '�g � � 6 ° a '/ j`" . . . . . . . RIM:83.35. . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . IE IN:76.54 (8. S� <br /> � , � r ' F 64.0 � <br /> � I I� °�' a� . _ - a�._�_ - --- - a� c�3�: � � � � � �, tE'IN:76.'54 �8° SWj 64.0 <br /> ' - � � ` ` � �' IE OUT 7812 8" <br /> Q I ( �....�,�,��..�-_ � � ••,/ "�-- � 3 II a�'� � E� . IE OUT:76.21 (12". E) <br /> � d..� . . . . . . . . . . . . . . . . o«d �,«N . . . . . . . 62.� � <br /> 'OH---- /" � / r' , � � � {i g � . . . . . . . . . . . . . . . . . . �.rn � rn.rn � �n,�n <br /> v _ _ - - - - � ,G. -- F`1--- r .--f-r"''T >--,,-�;� r - �-- i 62.0 . . . . . . . . . . . . . . . . <br /> � � � I � : !` ' -OH---_ -�N--� r� f '� ' a , � ' d <br /> � � I ;'"� - _ ,'`,I . , , , o0 0o N-i r�i �i �i � <br /> ,� I ,' f/•� � , � 1�, �-' rn•a� rn•a� v�•v� <br /> o I ' I f �� , ��// ----=�/J�-.i'-' __.,,�, ' " .. 3 ,, �! � �� f)�.� 60.� <br /> � , 1 I I II� 1 i� �"1 t � a � � � + � <br /> z �� I � � � �i , , �-l.�/� -" •�� � a;1 �9 � � � L��1 APP O�/ �5+00 15+50 �s+oo �s+5o �s+�3 � <br /> w � �;�� �' � 1,/�`� -- , ' �� , ��i ; � � F- <br /> � z .�� � ; i �e -- - =- - �� _ _ _�.��,%`�--. - - _ �i._ _ . � µ ; ' STORM PROFILE #1 � <br /> t ¢ - - - - - - �, � � ,i , � ' , , . � -;-r. . -tYN-��---W� ; d DA7E <br /> 2 � . ' PU LI ERVICES � <br /> � ; <br /> � r � H � � � , <br /> .4,a � DRAYNAGE EROSION <br /> SS �'�A R� <br /> �`�, � DEPARTMENTS 0 20 40 �� oF WASHI rs orUww er <br /> = Q � tiNA7ER SCALE IN FEET CALL BEFORE YOU DIG: �Q� "�o SAMI ORDONEZ „ OF 32 <br /> c� � �/� � Pus�c woRacs PERMLT is <br /> E � ( � <br /> rn� I SEWER ��L� �Y"�CONSTRUCTION ONRTHIS � THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR � <br /> - SHEET TITLE <br /> � � PR07ECT'u coN ITIONAL P R 0 5 10 mE LOCATION AND PROTECTION OF ALL EXISTING �, � <br /> � � Tw►F CURRENT CIIY STANDARDS AND UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY o � �v <br /> ^� EXPIRES UNLESS � ~ S D 01 <br /> ^ � SCALE IN FEET LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE F`s RFcisTea � �,� - <br /> � W cm GiNe�R �F�RM�1$SOER�CONSTRUCf20NH�S UNDERGROUND LOCATE LINE 811 OR 1-800-424-5555 `sjONAL �� <br /> �;� -- ~-�--------�•- �� ~�� ' A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. 12/19/2017 <br /> a <br /> U/ <br /> N . <br /> � Z <br />