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07-103450 PLANS
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I I . r � ' . . - , � I I r r � I I � I . . r I , � , I � . . r I r .. r ,-, 1. I r , . I I I I I . . . . I I . r I � r � EDGE OF. PAVING . . . I CONCRETE MONUMENT WIT% Q 1 4 , I r . I - . � I U- I I \,,,�,X r � I � I , r I � I I . I � � (j) . � � r I . I I . I � . . I . r I I r I I r . I - - - - - - - - I . 3/8" BRASS PLUG W/PUNC .111, �� I - r . � Vic TY, MAP r I r I I .1 I r r LA_ r . r I . . r I . . r . I - -- - EXISTING . I C .- \ I , . � I � r � INI . I I I I . I 0 r r I r . r I r I I I I I r I . I I , ,\\. , , I I I . . I Ir I . 1.1: � 11 r I I � I . a: . . . � r . r I . I 1 0.4' DOWN AT INTERSECTION \ -.0. ��I� � - " . ". r . r r I r I I r r r I 11 . ,. 'r : - � . r I . \\ ,\ r I . r W r Con I . � , N, . I I r � . I I I I r I � r I I I r ?_k-"\\\. ,\ '\ � I SCALE: , 1"=1/4 MILE r I � �.. � I �_ � . P I . I I S_ , EXISTING SANITARY SEWER LINE r \. '\, �\ � 1, I I I r . x I �. � I r . r r � I I I . .,rl r � , � � r 75 1 1 . . � Ck �\\\ . r . r r I . r L 411<1\�\\ , , \ � r � I I I I "Y'r I � . \ �\ r r I I 111111110 . � . r r r I I I . -0-0 , \\,�\\ . �- � \\\ I . r � r � � . I . r . . . , -\- -, . - - . \1 �\ 'K �� I ...... � r I � I r I I � .11 r %� . r r � I `\f,j,`N\ \'\,, `� \ ., , .,�;l r ... X N\ . ��.l .\ � I 1, r U\\ \\\\ � ,\ . . , ..:, ..... LEGAL DESCRIPTION r r . � . r , I , . \ \ - , 1:� , I I I . r � � - - I �g . . . I / ,�: -:�:.. . r . r . I . r . � I . D . EXISTING STORM LINE . � , JT,�-�'. I I I � I r . r , X I `\�� X \ , r I r I I r I r I r I I M " \ - �§\�\ -\\\-.\�\).z .\\\ I -�'- � I . I... I r . . I . I - 1. r I \x 1\ \\ - \.\\ A�\ 1�.\\ :�.l.�.:.:.:.:..:.,. r I (PER COMMONWEALTH r TITLE CO. COMMITMENT NO I . I I . I . I � I . . r � r . . � I � I VISITED SEPT-2000 �� k�,�� '� . - N \ \ I� �.-.- . - . - - % �. . I 0, r . r . I I , \� \x � I , . r . I - r �\W��,, \ \\\-� No \\\, \ �;�, . . . I I . 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I I I . � - - - - - - 436----- PROPOSED COUNTOUR LINE . r - I '� . ,I, � 1\� , � � I I � 11 � . � � I I � I . . I I I � WITH 1/16" COPPER PIN IN \ \\\,�: I - ... ...., - ,/. rr./ . I � I r � . cl:: � . � . r r . . I I r � I I I I � . I . I I � I r I � - , N, �1. %%v..l. ,�D � I �/ I-// r I � . . . . r I r . . I I I r . I . \, * , : I .M, 1�1 I . I SOUTHEAST QUARTER OF SECTION 5, TOWNSHIP 21 NORTH, r I � r. ,r I . I I r . . M C�, r . r BOUNDARY LINE CONC. FILLED I 1, - r r r N� I I r _ _ _ w r 2" IRON PIPE . .�\ - N�\\\N� �� K � r � � � -11 -- I N \`� - ", :%% . Ir I I . . � I I I \, , � , I I -;/�,�,;;/�l � I 11 . � RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS: � � � . I I I . � 1. � r� - I � I I � , .�\\� \ " ,.'.*_%...,:�:.�. I "�� I , ;,w?,N, � I I I I I I I I I � . . \ I - I � r. , \\- I .. .. lwl�%-, ]%: *:,.,�,-�;, t.11-111.1 ... I ... r � I - . � r I r .... . . , r . ;/".,. . / I � 0.2' DOWN ,\' N ..;�_ r I . . r r I .. I .r .. r . . I I ,r. . 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';� . ,/ � POINT OF BEGINNING; I I I � I I .1,1.,.,.*.*.*.,.*,*:.*.,:.,.,.,.*:.,.,.,:.,.,.,.,.,.*.,.*,,.,.*.,.,.:. SIDEWALK , I r . . ""'. "**::*%-:.-.-::: .*.' ,::.:."..: ...... < . - NI, � . - ,/ SHEET INDEX � .�l , � . I L.'..'*.",:.,:.*.,.*.,.,.,.*.,:.,.,.,.,:.*.,.,.,.*.,.,.,".*.*: ... �:..:..l.:._..:.j u,0.Nxx NN\ � � \ I - . 11 I r ,\\. N\: -�O-�// ,/M,.� //,. I ;/Z./-� . ;i<� , I I I /I -,�/'///' '/11111 4/1 . /. �m';x-, . . I . . 11 11 r I . �Xl. �� ------- �l / I , - / - M1, - � � I I I . I r . r I I . � r � . . I "N' �\\\ \10�./ I/ , __ 1 R SHEET I r - ,�/� I . I . r - I '\ .\\ , \ ... Z/�, � # I , /z, � r � I I � � I � �,�-. - -A � , �1/ �,/��, wl, 't . r COVE I � '\\ 1. , , I , `\\ � _4 \ ��� A� I p- ;�,/-' X./-//T r. I I . I r r. . r. I r I I I r . I I I � r I I I � I I r . . I �x � I \\ 111. � .... �� I 4� / / 41��, . 1111 � . . I I I � , � � . . I . I .,\ . \\\\\. ?�..'� , ,/ -<�.;;;� �/l //,;� _/ . , r . I r � I I r . I � - .� ��/;�� //� ,x ,�� N ,/ r I � . ;,� I I . . , /, I I . - ,-;/ I— . � � � I I � r r I . X., .��\, A\\ . \\ �.. //,q)r/v tl ,Z�� I I . � I . I - \ �/ / I �' Nl��" THENCE CONTINUING NORTH 00*05'23" EAST 442'.91 FEET, : I I � I ��//%� /. I . , I . r I I . r 11 \ I. \:\\' '. \.\ ' r ,%..l....%. � I . - - r I 1 2 HORIZONTAL CONTROL/EXISTING FEATURES PLAN , I I .. I . I I I . � . . � . I I I I . . M��-\ \\00\'N, , 0 ,-- . � I r I I � 1. .1. I r I . � . I I . I I I r . r ", I \\�- . . I ,�//,�� 11 I 1 ,/////7//, � � I 1 . I 11 I MORE OR LESS, TO THE SOUTHEASTERLY RIGHT�-OF-WAY . . . I � I � r . . I I . . I I I - \ .\\ �/ /t # I � . ' r r I 1. . I I I r I . I I I � I I I . I r ,,, , �\\, ,\�\\ .,.\',, I '/ l/// li -11". , / '. I � , . . � I . . .. I ;rl ,/// . I ... �'. I . r . r . I I I I r . I . I . I � \ \ A , , � M,/, " �/x ,.-. �//�-��/-;�. :�J . I I TEMPORARY EROSION AND SEDIMENT CONTROL PLAN I I � I \ / /I pfvl�;` , I I I I 1, I I I, , , i LINE OF SECONDARY STATE HIGHWAY 1�V (MAL!BY ROAD); r 3 11 r r I . �11./1//`/x`A/X/://� . . I � r r. I . I � . I � r - � � . � . - � I r � . I \ .1 I. � '� /� ;�.; r r , r I . I . r . I Il / I # . . . r I I r r I / . _�,...,:: , ,`�' . /I //�;,�/l /Wl <�� / ,A< � . I I . . I . I I I . I . � I r I I � r ,r I I � , , 'O 11"All" -,;, . . '� ... I -/��//'0/1'-,�/�,��;�� r I � r . . I r . .1 � 1. . . I � I � I I .1 I I r I . 1�1 ..... . t ;llzl�-�� I I ... ,6\/ �� ll//��;,// ,_/�� 5�1�1�� , � � . I .. I . .11 11//` 'Ix / , I � . . I I � I I . � r r . . ^\\\ \ .,... u , 'z' - I- I., �/ . r I I r � 1 4 TEMPORARY EROSION CONTROL NOTES AND DETAILS . I rr r I � I < `�\\ � ;�/11/1 �_;1141 �1. P I " WEST ALONG SAID L I r .1 . I . . ::.., , I . � . � I r , \ / , , ��-,. � , I r I I r � � I r . . . \ :: M ��W, 0 . 59*45'44 r � r I -� 11 r � . . r, / ;/2, /� I . I . ,�/�/;-;��.;�� I/ �; /; - . 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I I r I I I . I . I I I I �, - �- , �0./// ;,� /;`/_`x/F_&.4//e..//..`,` � . r I � r � . . 11, r I . r . . I r I \ � ,,�,*_/ .1 /" I . . 1. I . .1 . I r 100 I-- � e,� /, I ... / /'-/) I . . r I r , �/ d r I I I I . I I I I I I . I I . . _,.,., .... I - ___j 'e; � r I I I ''. I., .. - . I I I I r �' . AND DETAILS . . _r a:r 00 . r . I .-. � - � I 71 ' 7 GRADING AND DRAINAGE NOTES r r I r , I . r \. , "�\\ " N, \ . . , 15 �� . I . I THENCE SOUTH 00*05'23' WEST 1 90.00 r FEEI'; OORE OR .. I . � r � I I . t� N I .. "I I --- - < I I I �. . I I . I .r � , 1� , . J _�:: r I � I 0) � r .r I . r . r . r , .. �.... __ lk ,;�,, - / � I LESS, TO THE NORTH LINE OFTHE SOUTH 60.00 FEET OF I .� r r I . I I I 0 �- . I I I .. ,4A \ -..�-:-: " __ __>� //��;/ Zt: , , 8 GRADING AND. DRAINAGE NOTES AND DETAILS . . . � 1�.��,;,.A - . I r r . . , I -�l I . . . I I . ., � I I � . r a . I . . I r . I . : .. � . . r 11 � 11 /-//`/`/""" ;/�l .1 LO � r I I . I . � I . I I - z < � � Wl�\l .,�, I ... , /�/, , r I \\ I IN\ r I - I I , . ,� SAID NORTHWEST QUARTER; I I . - , r r \\ � , '. r 1. ,/, I / I I r, . . . ' r . - r . r . 1 /,/-/ 1�2'/4/�. ". . - � r. - I 11 I � r . � � . I I I � I r . I . . , � /.1 / �// I 1/1'.. ;//I V) � � I . I . r� _ 9 r r DETENTION TANK DETAILS � I . Ir I .� I "I I . I I n 5 3r. - 11 � / \W,�,\\ . \ \,\\� \,\-\ - -y // / I � //,� / ^00" . THENCE NORTH 89*53'69" EAST 75.00 FEET To THE TRUE . ' I I I : I r r J': r I � I � I � ,\\� " . I . . � � 1\ . I / . r � I � . �, IN . il . � � r � r � . I . � � � � � � � \ � 0 r . , � . I r .\\ � I .\\, � . . . I I r . I I - . . . . . . . \ . : /:� I M � I I o a- , . \.\-\ ,\\ I- __l . . I I I � . . I - � I . . 2- � . . '\\ . -_ - �� . I I r . I \\ . � .11 I 1. / /1 '. ". ,�., �l -11 POINT OF BEGINNING; r 11 I r r I I I .# I . I . - __ . . A\ I ��_l I - I .'.%%./ � � j �;�/�/, . v" 0 I I r I r I I r I I . r . r \ I,- \ , \\-\ r I �� x . (n 7- � I . I I . � I I � r r . . . a: < . I \ I \�\\ .::.l.,�' - ___ I 1,�.� I . r � I r I I r , I I � r. �N. \\, - -\ I \ . ... I /11 ___ EX. BUILDING . - /��..l - I T 0� AND BEGINNING,AT A POINT ON THE SOUTH UNE OF SAID . r , . , .. I r � . 1. r � . - ,� � r . I - co 3: r . .\ , � / / .. . ,� . r I � I . '\\\ �\\ \� I "\\ I * ... �/ , I . . . � .1 . . I I r . I . . \ . . , � T;�'.��-, : 1. . r ,, I r , I . I I- < - / I ".., . r , . NORTHWEST QUARTER WHICH IS SOUTH 89'53'5�" WEST I � r �,< . . _ . .. .�`\\x .. . I . . I � I , \ , ��\\,�\��,,Ixg � . (/.��.;�. . � - I k- - , 285.00 FEET FROM THE SOUTHEAST CORNER 01" SAID I . I r CIVIL ENGINEERS r . ui C) _j I . . 'Alu�_� . r I � / � - \\ . \ � - I � ",/, , � . . � . . I - , I . . r -, I . _� G,') . � 0-c < �_-:- - \�\\\X, , x ,/ � I . 1, . . � . . 61, .,NN , \,�..,\ , r ,��///,� i r I r I A ..::::.' I I r/. � , - �/ , I NORTHWEST QUARTER; I . . . . 11 � � . r r I � � . . I . . . � I . . \-��,\" r \\ ,-\_r__ , .j . K-�,;; - � E� � . I I I . . I � � BASELINE ENGINEERING, INC. .r � Ir r � .1 � IT- aj x r . r . �\ ` N ...: - -1� � � � . . � � \�, r , \ .:� , 1910 64TH AVE WEST . I I I � � r . . I I I . I � . , r . . I .1 . � q lel ,,.,\.\% I � I -, .:-:1:-:.� K - I , ,\ �1� i " "' - ,A,rl� _ Cr r . . I . 1. . . 11 I . . 7z�� �,, -- -__--_::::, zzz_ I < i. 83.1 , r () -r- w r . . . ,� . .. I. I __� , , : �p , ,,, .,,.,,,, � I THEN E NORTH 00*05'23" EAST 60.00.FEET TO TH E TRUE TACOMA, WA 9844 1 . I . . r . . r - - , . " �,,7.1,�, . I r r I . -;;,/ Ik / I- - _g-,-N.,,' ,,,��, X � 13 L_ - . 4 1. I � � r IRT 10 -11 e � I - -i r 0� r r 1. I . r I I � . I _^ / \ / I --I--,- \ , , � - POINT OF r BEGINNING OF THE TRACT HEREIN DE'SCRIBED; � . - � I I r � I I I I r � I /,\\\'. .1 ... I �l " 7ez �____,_ �___W -,WAT- 1�-1\1\ .`� / PH: (253) 565-4491 1 1 . I I I � . I " x , _g---- �,/" I :�� . 0) __v_ �\ ,//�'/ r � 1. I I �� - 'O %�/� ,__ . I � � � . . � . I . � �/�� . ... . r � - I ..... , %/'��,v I 1./� .11 r . I . � I , I / .1� I/ - . FX . I � r � . r - - .. .:� �-� � Y A_T�` , �>, .. I X - . . .r . I r .r.l. <, 1 777/777/ 11 < ,r ... � � - I I' , ___ _/��§L�/ �� . /� /'// , - /M��/M/;/�, '37- ---< 1 _;77 �// / 0 r I I r . .... I I > I / � , ./,/' , 7,/ /11�� � I � I I - K'\\ --</ - , () 1. , � . I I I I I I � I 7_-n---_- '.'�,l ., 1� // , /11 . . , W I I . � . _ I =At 75� � r \\\ , oe ' \ , 11 , THENCE NORTH 00*05'23" EAST 1 90.00 FEET; - .. : (253) 565-8563 U- � . / r-t- - I \ ,- , ;� _rj () I . . I ,\\\ .. . K . , 1 -,- I . � _j I . � r I .1 .. I 11 _/ I ,-, F1 \ \ " \, /, '/ ,�� -�,,�. �. . r, ....- CONTACT: JERRY WALDRON, P. E. . r � r 1�'<"� - 1 �/,///;/, ;�?W,�//;�-�- - I . � - � rr r . I \ . . . A i , , ,/x I � r .. I . . I I . / / X \'/ , - - /." ,,,, . � x I 0�,Z��/,_;_�,��_ � �11; , I _L_ r r . I I � . . � I � w . . --..\\\,\\\, I— 4M,� 1 1 . ... r I . . \\ ... ....... �< , , �11 . �/ '� I . 11 ) I . r . . - I I I . r I I . I . I Z�, . ..... I I ,,_,>_� -, /i I __ -, . / ��,W�X'l ;� / . ,. > . 1. I . � I � r I r � " "/ , I - --4, t�ai F, Tz, : -0 --�� -Z�/ I I THENCE NORTH 04*22'37" WEST 200.75 FEET, WORE OR - I -d , I ": , \ 11 , - I I � � � . '� r - � 11 �. "'. a, .r ,��/� / .;�� I � � I . I r �\\\\�\�<\\ � "ll -4 - t -, - , /' ., r< I ., z I . I I , - I I I I I � � I . I . ,\\'��> -A r-r-t-j- -1k, � - ',- - � '�/ , . �;�,�///��, . . I .r � . _� (",)� I � LESS, TO THE SOUTHEASTERLY RIGHT OF -WAY UNE OF SURYEYOR I I r.� 0 1 r � I . I . \ � . I � . ,:�,,j'/-:.X / I . EX. BUILDING �,7j;, , , "�",' " " � � . . I I : ,--,-,-,-,,, ---- I -1 � I / )l I - /., " , � r . I I '11� r . . . I I ,rr , I . ' I , . . . . . � , , I I WILE . - _� -V :.- r r � . . r � I I � r . .. I ,I\�,\- . I __ ;/ 777 �'�/_/777;/ --- I .11; r r I . I ;1�1* 11 1, SECONDARY STATE HIGHWAY 1 . BASELINE ENGINEERING, INC. � . � r r . � . 1* ,\ 1 I -� I � 1, I ,% r I � x . � I . I . L�'\ \ . I I , / , Li - I . . I � r � I I I I . / / "� ........ , 'I/ r � � I _� 11 � I . � . .. r � . I .... I . . . , .... I I I . . 1910 64TH AVE WEST � . I . r r . .1 . . r I I . I I / . `�- I " I ..'... . / / F . . -3 , . . , / � ,_-, - I :� - r . r I r I . . . " r r .1 . � r / �\,�- r / - , �� r � < L_ r r I I . TACOMA, WA 98444 . I I I . r r � � , �l - THENCE SOUTHWESTERLY ALONG r SAID SOUTHEA5ERLY . - - . I . . I . . . . . . ------ m / -4- _��-_-�/-�_�/ / � I . � r r I , r I I - , A; " , - . 11 . ' PH: (253) 565-4491 . r . I I . � r I . I I � r I I I ,� __� I r ],.,. - ... - r-_-.i I _Z��_� .4 , 0 ') :! - I RIGHT-OF-WAY LINE TO THE NORTH LINE OF PE SOUTH'.. I I I I . r r r I I r I I /,� I, L -L �1�1_ - < I- ' , N, . 11 I . . \ . y . " "" -------- i � I I . I r. I r r . / , \\ U, �;�� <_ . � � . I I I . . . I 4___-/, I I I . .. . 11 . I I I I . I � I I I � r . / r / / �`�_ i ,,,, rrrr ". $i I- I .� 1 60.00 FEET OF SAID NORTHWEST QUARTER; .. . .. ,�. FX: (253) r 565-8563 � r I . r , I r . ''I r . . . . r ,. r . I I r. . � r. I I I . I r - I, . / �( � . .� � I I ( / - � . 121- 1 . I (,�) - _J . r I r I 1. . Ir rr � I �'. . ... . .. - ..� . CONTACT: TERRELL C. FERGUSON r P.L.S. � 1.� I # r, . r r � r . . I I r r '\' I - r I . I � . � . I I .. � � r I . I . I I � I .1 I � . r. ,r ". I . - . 1. . . _� � r ... r'.. I . <L I I . r' - r. .. I � .1 . I r. � � 11 � r .� r . I r r � I I 1. . � r I . r � 01101, r f- � .. . �, 1. I 'r 0 . r . EX. I I .., I . r . I I . . ,� �� r . I / EX. BUILDING A 1�� r � . . THENCE NORTH 89*53'59" FAST, PARALLEL WITH SAID r. .. .. . I I I I . � � (ic � � . I � I . . r, ; .1 � r .hl � . .. . I I , . r I I r' I I � r . . I 11 - ; I I I LC r . � r I . I r . .1 I . r I. ": SOUTH LINE 402.00 FEET, MORE OR LESS, TO 'HE TRUE r* .. . �, I r I � I � r . ff, .� // / � � � r MODULAR �-- ; r I , � . .... . I . I I I I ". � z . oc I r r � I . r . � I . \ �-�> �\' .. / I . � I " ,I:..-' I . I 1-i r.. , � r I . . - . I . . I r . I r . . r - r � I r � � I , \\ . \ �, . -_ � I � r . . . . r I 1, I � I � r I . I . I � r I . . . � r . N, . / / r I I - BUILDING . I . -m � � POINT , OF BEGINNING; I . r � I r .. . . � . � . : OWNER I � r � I., I I 11 . r . r I I y ,t ,. - . . � �., I . r r . I . I . I r . I . . �,;� �l _ - - --- - . , , � . - .. �� - .1 � � . I . � I . I .. r r . - � . : . I I . � � _j r .�. .� . �. r. I r I - I � . Ir � . . � � I . I I I I I � . (c I I I I -- I I . � 1 I . . r. Ir I , I r 1. I I 11 . � . . � I I I . � � . . r r . I I �. � I I �l � � I � I . \.\ 1�1111\:ll Al 11 / I / , I . � I I I h ---I Mff__� ------ r I _� , . Lij .r. . I I I I �� ... I . r. 1. . r.. . 1. rCHRIS-rS CHURCH r . I r, I I � . I . I . � Lr. . r I . �. . I � I .� ; / . I ,r I r - . - r -HE . .r. I . I . r. � '' ' , 1. r , I.. I I 0 S) - . I r r � . I � I I . Ir. r . 1, I - , ` . Lt- , AND BEGINNING AT A POINT ON THE SOUTH L 1 ft�_' 0 � I I. r . I . . I r � . -_ r. I I - . i, . ]� - . . r . .. 941 SOU � � I I . � I . I . r -I /I . Al _,:; - � .1 � . I . I TH DASH POINT ROAD . . 1. � r , -7 tc, r � I . . � � � r r I r . � .. \ rr . � 11 ') I l0w, . I : � .: � � NORTHWEST QUARTE OF , . * - - r 11 Ir.. I I I I I I I CN I . I . I I . 1, I I r .1 . ,.\\' . I I : - . . .b, .. I � I t .r.... I r. FEDERAL WAY, WA � 98003 � I . I . - I I- r . EX F j".,."/ , I g . � : ' . . . I Q:� � I r I I . I . . . I .H. (TYP.) I I. I ./ � i r I . �lw I - r I � . I � " J�� , ' r � 4 � � I I � � I � . . , I : vl/ SECTION 5, TOWNSHIP 21 NORTH, RANGE 4 EA`T, W. M - - - '; - ': 53) 661-7839 1, 11 I r . r I r I r - . I I I I �� ( r I 1 ,uw-gg�m 1 . PH: (2 � r >< . I � I I � . ,� I . . � r r . 1\ - A -III!, � / ( '.., r r.. _ '. I .. I . . I . I I �. r, I - I I r I r . I , �: , ) . � I . r I I __� A, \\ -x � 1, FROM WHICH POINT THE SOUTHEAST CORNER 0 THE I .� . , �.�' � � . I � .. I r . I\ . I Lu . I r I r � I r . I I - / - r - � .. . I I . I . . � FX: -0835 . I r . r I r I r . . 11 . .. I r � � 1. I r � r r 7,\-1-,- f r I �//.;�� � . � 11 \-1// I . r . I � (253) 941 r . . r I bi � i! r . r I . I I I I I ''. I I I r . . I . I . L /-Z-/-/ /-, , I I - 1 W 1'�- r NORTHWEST QUAR ER OF THE SOUTHEASTr QUARER OF SAI 1: � . .r � �r I r I . .. .r I � I . . I . 1. -_ r . * I � I . . .� 11 I �� �1,44, ,,,�i,k r . I 1. . r . ... � ICON TACT: r ORVILLE FREDRICKSON -1 _� I . . I . . . . 11 I I I .� � -�'�,�, � '_ _.,_ 11 , . I : I � ,yrr A .' " "i-A ..7 t- ... " . ....� �;. , _ _ r . � I I I . . . I � � I . � I � / � � .. _,n: - . � / . �. . , I � r � r . - u r � . . 1. � I .r I I I I I.. �r .1 I /\' I V � . 14 RTH 89*53'59". EAST 21 ).(D FEET- - . I wl. . I I . I I I I I r r r r , . � I I r . . I . - � ig q ,- c ; 1 14 . V_ I . I . I I . 0 , ... � :.. . ..� � .,r . . r 'r � ., � I r r . .. I r � . - I . C � 0 � . . I . - I I I . r I . 1�1 I r� . . I . � .1 I �� 11 -... . . ".. . 1. I . r I I . I � I .. I o I. . r . � I I I . 0 . rr I . . / � I ,r . I � . r I . I .. . .. � . r . - o . . . . r I r I 11 � I I . . � r � r _�� I I I . . . . . I .r I . - . .1 r . I r I . I r I I � � � I I � 1� r . . 4 .. � it !� -- ll I 'i i I t, fl 1, . : � I 1. . r, .. .- r � I 1. : r I N I'l � r r . I I � I I . . r � I r .� I & � r' . I r .r. : ,. �. , . r' r : I , r � r r r, r Z - I I I . I � I r . . � I : � � : r� . r r I I I I . . . I . .1 I I . � 1. � r r . r . ,r I I � I rrr . � .� I I . V// . � r . THENCE SOUTH 89*53'59" WEST 501.81 FEET -0 THE : . . r . It � r . I . I . � I I I � . - r I I r . -'W , r . . EXIC WATI A I .. I . w N r I I I I - I I I r. � � � I . I . r . I I . I � . 1. . I . I r . .1 � SOUTHEASTERLYr RIGHT-OF-WAY LINE OF SECCINARYrSTAIE: r ,r,. :% 1. ., � I ,. . . I 1. . 1*� , I � � : . . r . I r r � . . . . I I I 11 � . . I , � ... I . I I . I � r . . � ' r . I . . I I .w . . I � � I I � r . r r (0 I I I . . I r r I r � . I I . I . . ... . I r I . . I - . . I I r / 4,\ �. � r , I -V; :� . I . . . . . - � CUT � =1 550 CY1. . I . . I . r r . . � . I � - I . , . r HIGHWAY 1 1 .1 . r I . I I r r . � � I I . I I . I r I , . I ... .. . . . . � r r I ,r 0 1 . I . . r � . .r . . r . I . I � I � I � 1\ F r : I r r .. . r I I � .r , � � : - I I . . . I I I I I r " I � r I . I . �r . � I . r � . . FILL = 150 CY� . r � . I (N I I . I I I I , � I I I I . . r I � I r I . � I I � r r. . I . � � ,� � ": : �. .�r .'.� . .. .. . : _ , I . . r . � . . I. I I : �,/ � . � I I . I . : w � � I I r r � . . . r . . I . r � . r I . I . . . I . I r r . . r � . � .. . I . . . r I I r � I . . I r I I . I � � 1� r , I . I I ' r. .. . . I I I � � I r I � I . I . . � � - . . . I I . � I \ r I'- � I . . . I r . . I I I I � I I . I r I . r I 1. I I _W , , CE ALONG A 789.02 FOOT RADIUS CURVE ,rO THE - :. . ,. � r . . . ., .. . r I . � . I I r � � . � I . I 0) I � . - , - - ' " *7 � .� . . � I � � . �.. � . : � � ,� r � r 1. .1 I r .1 r , ,.r., I . I '= . I - I . r . . .. - . . r .: . I—. . I I � . I . I .6.1 . . 1. r . r r , I I I I . . � I � I . . 6_� "I � � I - �, -,":Y-; .0 / � � I EX. 15' WATER . r.. . :. . �. ..: . : .... r. . 1. . . . r. t .: .. r � �_ r r _ I .11 .. r _.. . I .1 1. I . r I . I 1. .. r= �.0 I I � r . . �. ,.F:. . � . .: .;�. �.r - I � F, . I . . I I . .1 . I � IV � . r . I I I . , 1, I . I .p. - Z� 0 ; m aaw-NitiNN&PI-11 � RIGHT ANARC DISTANCE OF 64.96 .FEET; r . . . . .. . . . r .. ., . .� I r . � I r r - - � . � . I I r . � r I I r 'H:'-"'% 'i� - I r r . .1 . I.. � I � I r . � . r r . I � I I r . . r r r r/ ,.\\ . w I - vv ' '-`,� -,"Ap" ' I � I 9 I THEN . . . . I � F� I . I . . I r I . I I I . \%\\K\\�� - 11 � ,�, - r I . - - �. ., � v 1�.R�__,, r, , . � I \��,�/\`N\�l - I - � - - _�i. ' I I �� � . 1. ..... . I I I (n , ` , . I- - - - 1 1, %w r ,r .1 . . I., I . r . , . I . - . I 9 IN= A . 1. .. I . , ., 1. . r r r . I r . I I I - - - r i: I " I - - EASEMENT : I ,r r , I .1 � . . � : � . :-.'�- 1 � ... . .... r . " ..l.. I I r ". � ... . . I . , - I., i . 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PRECONSTRUCTION/INSPECTION NOTIFICATION I L r �, I " � - I 11 \ . I . . � - I ,c) I � , < r r I .1 . I . I . . . . .. . , r I L I 1. . I I IL I L I .. I i, - � U L \ I ., I .1 L r I.. . . 1. .. 1. I I I . . . . .. I I .1 . I . I I v \_j . .. . L I r _ , . . . . � :;.. . . L I ') L I L . ( ) I - \,j I \, �, �,_j � - . ) I I I 1\ � I . I .. .. r . .1 - I . t � � . L , . . � , I I L N.�, I r I �l I �_l �_, - �,) _j �.j �l : r . . ' L I L . I L . PHONE # (253) 835-2700 , L r .. �l I �l \_� � �,j L I / I . . I r L L . � , r I., r . 1. 'Ll , .. � . ..l. .. 1. 1. ': I ''. . r, - r L , L L . r I . I . _�_ ,__\ - 1. .. . . A lr� . .1 .1 � L' . r . I _.-� � . I L .. I L . I . � I � . . , r. I r I . L - L . : , _, ,. L , r :� CIW 0F%FEQERALrW % - I . I I . r L : . . . � . L L I L L I I r I ... . r L - ) A ,'Nr . I . SITEn INFORMATION , r . ' - ' ' . L , r . AY r L . . L . I � I- _\ ' - "I . . . . r I L I L I r . . r r . . r .. I r, . . L L. . I __ _r' , : L, . �' L 1 : PT . . r . . . . .. L I . . . In Lr , . L IL I I I __�_ L I I L � r L L 'L : \ I f -, ? L_ I- .1 \li / I I I . I � L r r \ L I r . . � . . . . r I . . I . . .. . I . , . . � L I r . BUILDING DE . r I W , � . 0 1 . I . r I I r . I r 11 I 7 I . r L . � / I . - L ' . L I . .1 . . I . . ..r . . I I � L I . � . r .. . ., - L . � I I . . . r W r. . I r . . . . . L � . T , . 'r I - � r � , , , . . . r . . I . \ . ZONING: r ' � .. .L I . 11 . . I I I z L L . I AVOID CUTTING UNDERGROUND r I . . I I r RS 9.6 , r . I I.. � . L r 1. I . r� .:. r . L L . L . I . r z le r I L . I . r . r I r I r I . . L I I . L I .. .. I .. . . . . . . r, L .. . . L . . . I 1: .. �l . . . . I . .. I I ,� , r, I UTILITY LINES. IT'S I r r I L \ I . . .d . . . . L - � . . : L . L . . . 2 0 1 1 1 . I L I . I .. � . . . . . i - " I . I., Lr,.. r I. r r . .1 � .L . r L . I I I I 41 . L I . . I . I I L SCHOOL DISTRICT FEDERAL WAY . . * . . . r . : . L � . . I . .. L I . . . I L , . r W Li I COSTLY- NOTE' I . L .1 I rr - r � i, . . I I I I I . I IL . . r, . - ., .r L I I . . ''I .. . L . I r L L . r. . . L . w m I X r r I . L . . . � :1 . . .1 Q r 0 r . � L I 1. , r . � . . . L . I L , I I . I . I . WATER. . r LAKEHAVEN UTILITY DIS,mCT I I - r . 0 r I I . I I I � .. . . � . I � ' � r L I I I r . EXISTING UTILITY LOCATIONS, SHOWN HEREON ARE APPROXIMATE , I I . I � I I L I I L L .1 . . 1. . .. . I . I L PUBLIC WORKS (253) 835-2700 r r , _ r r I . r r . L : ," . L . L � . I . I . I . . . . . SEWER: LAKEHAVEN UTILITY DISTHCT ... r ... .. % I . I ... . r L I I . I . I r I I L: I L r . . I I . ONLY. IT SHALL r BE THE CONTRACTOR'S . RESPONSIBILITY TO r r I . . . . . I . L I I L I . I 11 . �.,: . .. r . r. 'r 1. . . . I .1 r - . . I I I I r . . I L SHEET L r . POWER: , ' : L PSE . I . � I . . r I L 1, . . . L L r I � . . . - ' - , , r , L I I I I . r . .. . . . I � �. . I L I . . L r . . . . . L. . r I 11 I . . . L ... L ; .. . I I . :� r 07- . I I � . r . L . Call DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF r . I � . I . r I � . . . r . ... PERMIT, No. r . I L I I GAS: I PSE � . . . I . L L . . . I I . I I I I , r L r . 11 L I . I r I L � .. r � I . I � . r r r I � I r I I I � . r, . ALL EXISTING UNDER- GROUND UTILITIES PRIOR TO COMMENCING, I L r r FIRE DISTRICT: 39 r 'r... I . .1 t L' .. I . I r . L L I I L . , , I . I . r . � 1. r. I . r . L I . I ,r L I i I . .L before YOU r CONSTRUCTION. NO REPRESENTATION IS M I . � I L r L . L . r I .1 I r . I , .1 . r.. I I r. 1. 1. 11.1 . r I I rr I r 1 . I L I I r L . ; - - . - L I . I I r L I L . . r OF . - I : , I I ,r I I I . . r L . I . . .. . L . . PARCEL: , 052104-9092 . r . . . . I r . . L I I L I . . I r .. . I . I I L . . I . . L . r T. . I . L I . I . , . I . r . I I I . I r L L I I Dig EXISTING UTILITIES ARE SHOWN HEREON. . THE ENGINEER I r L I . . . I I I r I I I SITE*. SIZE: r 3.152 ACRES I I L . I—— .. .. .. . I I I I r . r. ., . JOB. NO, r . I I r : r . ASSUMES NO RESPONSIBILITY FOR UTILITIESNOT SHOWN OR . . I . r I ' ' r L L I . L . I I L . I � .1 . . . . . .1 .1 .. r APPROVED . . L r 1. L . . I . I I I . L r . I SITE ADDRESS: 941 SOUTH DASH POINT �OAD . . I .. . .1 I .. I L r r r 11 . . L I I I r I I L . I . L 0 1 UTILITIES NOT SHOWN IN THEIR.PROPER LOCATION. CALL BEFOR� r L r I L r. L . . I . . I . � % .r I LL .. I 11 L L I r . . L I I L . I , L I . I I . � 1, r . . r . I - . I I I I I I I I 11, FEDERAL WAY, WASHINGT)N 98003 r� : I � - I ... r - . L . I . I I I .1 I .. I _ . 1. L I L . I . L r r I . I . . r I r�: I , I . . . . . I r I 19 r I r 1-80 � . .. . L r 1 9401" . YOU DIG: ,Ll-800-424-5555 I . . I . � . . I . I . . 1. DATE I L . r r r . .1 I . � I r r � L I L I r DERGROUND SERMCE (USA) . I . . L I I . 1. r L . . I L . . . . .. - L r . I . . I UN I . . r � . r r I I I r I r . . L. .. I . . . .. I . I r I r I I - mmmmmm� ___ - - - - I . r � . L . . .1 . . I I I r I I L L . � L r I - . I . r I L I r. . . I . I � L � I - - - __ - I I . . r r . . L I I . . r . L I '. . I . . � - . . I . - I I . L I . I . r . . . . . I I I I . I I . . r r r I . . L . . . .. �. . . . I r I r I I I 9 I r I r I . . . . . L r I I . r L . I I L L I I I . I r � I r L . I r . .1 L I I I � . . . I I I I . . I I I L L L . I r I . L L I I r L . L I I I � r . I I I I .. I Ir . . I . 11 I . I � I . . I . r . . I . . I . r r , I L I r � L I . , r . r r I . i r I r I I I . L I .. I . . I . I r L I L I . r . I .. r I . I . I 11 I - . � . . _. I . � . L L � r r . r I I L : L I L . L I I r r I I r I . I . I L I . . I . . . I r .. I . . . I I I . r I . I . I 11 r . r r . r r . L r r . I r ., . I . . . . I I . L . I � I I . r r r . I L I . I I I I . I r I L . I I L I . . r . � I 1. . I � . r I r . I I I . . I � r I L I r I L I r r . r I r L I . I . L L I . % . I . I . . L I . I I . I I r L . I . . . I . . I I . . r . . . . r r . I . . . r I . I I . I I I CHRIST'S CHURCH: PHASE II PARKING LOT EXPANSION A PORTION OF THE SE 1/4 OF SECTION 5, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M. CITY OF FEDERAL WAY, PIERCE COUNTY, WASHWGTON I I I �� . I I � . � I . CHRISTS CHURCHI . I . I I I I I I � PHASE 11 PARKING LOT EXPANSIONI � A PORTION OF THE SE 1/4 OF SECTION 5, TOWNSHIP 21 NORTH,RANGE 4 EAST, W.M. CITY OF FEDERAL WAY, PIERCE COUNTY, WASHINGTON - ��III � .III�I� I1I I I1�.�. I I.i .I I� I .III .III . II 1 .� ,�II I I� �II � II�I��IpI �I1i.I I .II . II.. I ..,II� . I�I II .,.I �II I .� II ,I. � �. ,I � . I I I� I � ..I I. /� <\ \\ \ \\.-Im -. .�.\ TZ /-r1.,.I \ / / / I �_.__ r I , I -.r.0I - A- _ZI 0--..v.--.\ 2 TEMPORARY CATCH / / / / // // // /// / / ;,� \\ \ \\\ \ � /�/ / 3 BASIN PROTECTION �/j //j ///// ,�//j//j////� i ,,r.-,II . -,I..I1. , � . _ I- �I I .II� �1. . . I I. II III 1 . I. I I.II. .. IIII.. �. �I I� . ..� I -III. II� . II I . III II I II � II. I.II � .1,.1I1. II. . .II.II� . . 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I ,� � II �_/ 1I1I . 1/\-/_/. �I1 I. \ .-I_,.�4 I. /�.I,I/�� .. ;/ .3"I._ ..- �._ I (X. I. _.�/// I�.Ii I // . :I ,1/I 5JI/.1._0I .I/ . .. ,I.. _/I/I . . I, A I I. ..� / I %/I/;%./..I.- ��,/.1 . .) ,I/�,I'.. / .�/I � /...� ./ / I I I./I_/6II/ 1,.1./ oI, /I? . 0 I II/ II,�,/I`II, / o \\ \ \ \r..... -/1I- I X:.. 4 f . /\ I .- III ./ Ir11.-� .1 - ,�I .I�II. I - -. . �/1I �.I I� 0 1 I � I. ../1�I. ]v.. _Il� .�f. �.., :,I��i I �� ,I11II � .0I//// �� � ,1 II I. . � .. �I �I-.1�1I.I1 ,I I. . . '.I �'_I .. G // /% �\ o ,1r /r rr /r r/ /r i o 4- / / \\ \ \\v ... o/ / //i I� // / r. rf rr/ �rJl \-\f\\\\\\ �,may,,• ii �� I. II I� I 1I i . I 1� I VI .I....� I . . II�II I II .I� I . 11..I I� I�I 1 I - . I I -1 ;% } � I I . .�..I I . /�\ \ \ : ' " : ^� / / ;--- SAWCUT A CLEAN � ,. - [y, /,�^ //�/ ..., " . r ..,, .c..aL�u_2a�lr_�.=,-r, .r-r;�,t."i'i i•'�.'\:�' 7. c. in �^_) _,-I1I_ � *-I."I\�:I.II\ \ \ \ M VERTICAL INTERFACE - . II I I1I1�- I � IIII I III IIII��I.,I. . I � 1II. L III I. III. �1� I r l s\. > ?\ \ .... , - •.•LY.'7`t-1 - f `J_.r r'_r.'.1_r !.'t 'i-..l.-l-.l-d_k_L . - �� .� ..C��.)! % /� �I / / \ \ / / ` .J„'.� ,. \<'C. \ T n. , -Li-.L...J 1... Y. T.T..t, + .I. 1 •,.. C:..�_ 0 10 ,C\ \�\� \ \ ... '� / _ �, r I _.__ ---! \. \ \ V . I � � � 1 ,. L r -1{. � cn �, // r l iC r \ / . I L uy ,�\ \ �-i S / " \ \ \ ....... i j / / /` _' - 1- -, _ XI WA ER I _ \ \\4. �II:.I \I � �I � .� / \ \ / / - I � \dI .I ... x/I T\ \ \ \ \ / // / << 1 , � / % \ \ , �\ ,,- r /// LEA I ' r � /i/ � //�// /!/ :r/// / /////! VERTICAL DATUM \ / \�; �\, r. / / r / /r // . / // / it \ \ �... / / /� \ / / r / / r/ r / /� i / 1 BM INVERT LAKEHAVEN C \. \ / / / ,� r// / // / / / /. \. / / \� / \ / /// r. // / // / // �r/ r /, SEWER DISTRICT MH #172 / \ �. / / -- - _T - i % (. i // / g �c%/ /// // ///. // ////// , _ L_ ,,rr ELEV=420.00 I . I� I I.I I � �� . I. . � I. , II I I� I I. I I. 1I I I.1III .. �I .� I ..II I1�.� 1 I II II1 . ..I (K.C.A.S.) / \\ \\ ----t- I - 1 //1 ;t./ r / \ // /r //,/ // /// j//�/ o. \- /. I �- -r- iii F- C / /r .. i \ / ...... / j f--- - -----r---I I I EX. BUILDING ulyy`u� .// a / / � // - // %// /.� 11� C c� BASIS OF BEARING . / / \ o / / r�! / // �.{,� \5� -- - - I 1 I I FF=447.30 -I .: �, / / r/ / /.P' - - �j/ .// '/ __"� - j/ r / TTr-� / /� / // // / /� RECORD OF SURVEY AF 9412299009 / \: \\ / / %- 7 % % T/7 / %\/�/a%m� l I I I::,. `, . j / /." . -/ / / \ _ L_ / / .\\ \\ / I I /,, // // / // 41 / \ \ \\ / / / ,/ I � K /- It /..ram ,�.�/ I /� )' ����� J��� 1/ \ ... C/ \ \ \ \\ -� -/� /-Z I � x8 x s m/ \ / // I1 ,, / - / '' \ \ �\ / / / / -, 7,. / - - -__-.L I- FIR /. - /� ------_ _ I 1 442_ -:--- - -� � L_ _J . - 1 / 00 \ \ \ \ / / / - __ -- _ - i �I 7 x \\ \\ \\. / i \ o / O / I / 11 l :I } N ° / / \ \\ \\ \\ i / / / / r// l I N I / i _ . ! _ � C _ .. : 5 I%/ o 3 SILT FENCE _ I- \ �. 4 l \\. \\ \\. / j ."... ./ / J / / /I // ORANGE CONSTTION /. / 1 >. \ I FENCE TYP:. i : - I '\ \ \ / X / i/ // d C'3 it p ' \ \ / 1 / V/ I \- 14 FI R / / / / 443- - - . -� 4 < I / \ - \'S\ \ r / / / / / . /// ( / / .. x I Z / / / / �i/. - _I / \ \?\ \ / / � Gd it i F1 \\ \\ / / :. /61/ / CLEARING LIMITS- ' 1 (� \ \ K l \ \ \ \ ... . / l / J 0 EX. BUILDING /j/ 1 I EX. MODULAR j TEMPORARY .11.l i' 4 . � � / \. \ \\ / / I ./ 1 !' ( 1 / FIR \\ \ \ \\\ ... / , / / l FF 436.50 (// . 1 I BUILDING C-3 CONS. RUCTION 11 11: . / �� - 1 \ \ / I // f 4 1!_ l � _ / I \\\ \\ \\ / /. ... / / / / /i EXISTING EDGE ENTRANC€(S� 11 11 IE-443.5 / 1 11 o \\ / / / / / ( .� /. / 1.•,..: . .. 11 / . " I 14 FIR i i / \\ \\ \ f. ... ./ / \ 11� / I I OF GRAVEL l - _._I II 1 I � G,... - L -y. . . \ 2 �/ x - - . 1 . / + / j-. 1 . i r - \ I \\ \ \ / / -i' f- / / II I x \ 1 11 \ I CLEARING LIMITS L 1.- \\ \ �\ / / / / I / I 11 i � _ x V /� I 11 -� \\ \ \ / / I i 1I 1� / / I. �----- J SAWCUT\A CLEAN. 1 . �` / \\ \ \\ /.... , / / , I //� 1 x . \ ORANGE CONSTRUCTION 1 11 / 4 . (� \. �\\ �. / / / CLEARING LIMITS III Y // I: I '. VERTICAL INTERFACE IJ f I \\ \\ \\ / /� / / / I ///� \ FENCE {TYP.) \ Ill o \\ \ N EX. ULVLRT I I lI . + I / I I 1 IL / \\ \\ \\ / /�� - / o / \ - - I . . . \ \ ✓ i� . / � t �\ )DV \ \ \ ... x. I y /. 5 1 x \_ 3 I o \\ \ /" IE S NOt. M S. _ I I // I \ / \ / I _ _ _ I Yi/ / 1 ._ _ \\\ \ %\' / /.. // �, N �j/ / - \ / EXISTING EDGE \ / / \\ \ \ / ..:I / I N oo C ORANGE CONSTRUCTION 1 3 i // - /r \ / ... 1 r/ %" OF GRAVEL I \\\. \\\ / N °' I < FENCE �TYP.) - _ - % /. % //ril ,7 S .. : . I .� \\\ \ \. . . N I I I I10 -i / / // . \ \ .. . \f - ------ . --- --1 � / / . �\ \\ \. /... C LVER cI3 �. r------- \\ \\\\, ,/ p r \\ \\ \. % ` I - - - 1 I I' EXISTING EDGE / . ISAWCUT A CLEAN . .. , . \ .. K� . \\ \ \\ \ ..... / E F.I-1. TYP�� �, �, _ r _431_ 1 VEL `D�-NERTIGAL INTERFACE 1 . . \\\ �\ / ,': / 430 II I • OF GRA �� j 1 \ -1 ' \\\ \\ \\ �. /� 11 �.. / 4�9 _ \� \ \ r , s I r 11 I 1 ) , : i . r\ \\ \\: \ / x t 428 - 4. / / 1. TEMPORARY I � \ \ \ / / r \ __ I _T -o .. / / I INTERCEPTOR 'DITCH C� ORANGE CONSTRU TION ' � . .... / _ / _ I/ I __ 4 \ STORM TYP. l \\ \\ _ J I A `�' �.�- C� � � ..-----�-" � 0.50� SLOPE, (MINIMUM) FENCE ( ) \\ I ____ 1 I 1 � I \ . \\ \ \ I I I 2 WATER ORANGE CONSTRUCTION f �I G f � '..: VALVES FENCE TYP. 6 \\ \\ \ / I i l I ) I I > . cv 6 \ \\ ` I �, / \ \\ /. ... N rr L -4 1- - -- \ ISAWCUT A CL � I -€X. i _ \. \ 0I W TER Ll E I � ?' \ \. \\. \ /' ' ICAL INT RFACE L_"' 430- -- } / 1�1( �/I/ W.\ \\ _..... - -t VERT - - N - - 6 \ I E - � � \--��- . 1 %�l 1l1 / �\ _ y I I . ' 428 - - - - - _ - - - - / 1 --- �- -- ---- ---- -- - -- - I .. \\\� e � L - - �a_ ,L = L i L C i X �4 -7 . �C �x� I \ \ \\` / - =k- T -!�-'= =,� i ' _ ■I■■ �: ..11B _ -- " _� x- k k w A. X !` X x XL-X x X / X '_ _ / '��"'T-- - c 502.61' k >l��l _"I'� �, _ ". �T� _mm, ./ , -��� �■ � ■� 1� �X X -J \ +00 �` ''-- 2+00 7 --7z- - -- r%�r�-r--= .\\ 3+00 4+00 5+00 3 EX. CB N A A I r- iI�-1 n! Tr-� \F- �"i �� \ EX. SSMH �_) N I - y y 6+02.61 C g SEE CONSTRUCTION _ I V i ! \ I \ 11 N �- V I �_ V V I �_ 1 \ I \ ! `, u E_ I `/ \J ,) \J .'\ LJ \y '' G LIMITS SEQUENCE FOR _ (, RIM=433.2 RIM-442.4 , \ CLEARIN . Vy y IE=420.0> 8„ IE=441.1 6" SEDIMENT . TRAP � I ( ) ( ) \ / / I -) A / _ F - r- CLEARING LIMITS . \ / -1 �- . . \_ TEMPORARY CATCH 2 ADJUSTMENTS N V U L - . \_� I I ! \ \ � L_ -i. LJ . 9 \\ ti BASIN PROTECTION C J 2 TEMPORARY CATCH �.., IN�I J y C 3 BASIN PROTECTION r� r\ r\ - / .I y Li f i 1 `/ �'`J \/ I �J . EX. CB TYPE I L1 /I 1 _. v�_ \ \ > ,\i - . RIM-41 1.7 y` y y -�)_) I �1 LJ „ \ i `i IE-410.0 (12 CONC E,W) _ J CONTRUCTION SEQUENCE BOTTOM OF STR UCTURE=409.8 f J . . ' T. E.S.C. LEGEND � � 1 BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY. A PRECONSl RUCTION MEETING I . . MUST BE HELD BETWEEN THE CITY OF FEDERAL WAY, THE APPLICANT AND APPLICANTS . . - INTERIM CB PROTECTION . CONSTRUCTION REPRESENTATIVE. , .o . . T.E.S.C. KEY NOTES 2. FLAG CONSTRUCTION LIMITS. ERAL NOTES• GEN 4- -4-- TEMPORARY INTERCEPTOR. DITCH !. - ALT. . 1 REMOVE EXISTING ASPH LASSIFIED AS TYPE C. O 1. SOILS ARE C 3. INSTALL STABILIZED CONSTRUCTION ENTRANCES). O � � � � � . CLEARING LIMITS - B. . . 2 REMOVE EXISTING CONCRETE SLA 2. DISTURBED AREA EQUALS 49,660 SF O . INSTALL FILTER FABRIC AND/OR CONSTRUCTION FENCE AS INDICATED ON THE PLANS. 4 / , . 1.14 ACRES). X ORANGE CONSTRUCTION FENCE , . 3 REMOVE EXISTING RAIL ROAD TIES. T , CATCH BASIN INLET PROTECTION AS INDICATED ON THE PLANS. O 5. INS ALL 3. CONTRACTOR SHALL MODIFY AND MAINTAIN SILT FENCE . G TREE. _ . 4 PROTECT EXISTIN .TEMPORARY EROSION AND SEDIMENTATION 6. CONTRACTOR SHALL INSTALL SEDIMENT TRAP PER TESC PLANS. ONCE THE DETENTION O ' S REQUIRED. AP AND UTILIZE BMP S A Q TANK IS INSTALLED, THE CONTRACTOR SHALL ABANDON THE SEDIMENT TR . - . G. POWER POLE. .. 5 PROTECT EXISTIN THE DETENTION TANK AS THE TESC BMP. THE CONTRACTOR SHALL ALSO HAVE THE OPTION . O . G SITE FOR THE PARKING LOT. . 4. ADDITIONAL C.S.B.C. (CRUSHED SURFACIN TO INSTALL THE DETENTION TANK PRIOR TO CLEARING THE TEMPORARY, CONSTRUCTION ENTRANCE . 6 PROTECT EXISTING WATER UTILITY STRUCTURE. E UIRED TO OVERFLOW ELEVATION SHALL BE 3.5 FEET ABOVE DETENTION .TANK INVERT. O BASE COURSE) MAY BE R Q . SATISFY DEPTH REQUIREMENTS OF NEW . AVOID CUTTING UNDERGROUND SEWER STRUCTURE. N NECESSARY TO 7. ROUGH GRADE PARKING LOT AND INSTALL CURBS AND LANDSCAPE ISLANDS. RELOCATE - UTILITY LINES. ITS COSTLY. 7 PROTECT EXISTING PAVEMENT SECTIO A' c O _ ' OTG' OMMODATE FOR UNSUITABLE NATIVE ANY UTILITIES AS NECESSARY. STABILIZE SITE AS NECESSARY AS CONSTRUCTION . ACC PUBLIC WORKS (253) 835-2700 HE ARE APPROXIMATE 8 PR TECT EXISTING SPRINKLER SYSTEM. BACKFILL ENCOUNTERED DURING GRAVEL PROGRESSES. EXISTING UTILITY LOCATIONS SHOWN REON O O ONLY. IT SHALL BE THE CONTRACTORS RESP ONSIBILITY TO SURFACE DEMOLITION. �' REA AND PAVE PARKING LOT WITH ASPHALT CONCRETE r )OL EXISTING TREES TO BE REMOVED XACT VERTICAL AND HORIZONTAL LOCATION OF 8. FINISH GRADE PARKING LOT A a,,, Call DETERMINE THEE 9 RELOCATE SIGN AS NECESSARY. n ALL EXISTING UNDER- GROUND UTILITIES PRIOR TO COMMENCING 5. CONTRACTOR SHALL PROVIDE PAVEMENT AS INDICATED ON THE PLANS. p A, e OU INGRESS EGRESS ACCESS TO EXISTING - h@fOr Y CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL / 10 EXISTING STORM TO BE MODIFIED. STRUCTURES THROUGHOUT CONSTRUCTION. 9. CLEAN STORM DRAINAGE SYSTEM OF ALL SEDIMENT AND DEBRIS. D�J EXISTING UTILITIES ARE SHOWN HEREON THE ENGINEER O ASSUMES NO RESPONSIBILITY FOR' UTILITIES NOT SHOWN OR IPRAP. HEIR PROPER LOCATIO N. CALL BEFORE 11 REMOVE EXISTING R 10. REMOVE. TEMPORARY EROSION CONTROL FACILITIES WHEN SITE IS COMPLETELY .UTILITIES NOT SHOWN IN T O11 1-800-424-5555 vni l stun-a9a-r,r,..r,S STABILIZED AND ACCEPTED BY THE CITY OF FEDERAL WAY. . 0.4 R: AVOID CUTTING UNDERGROUND u• UT ILITY LINES IT'S COSTLY. N OTE LOCATIONS SHOWN HEREON ARE APPROXIMATE EXISTING UTILITY o ONLY. IT SHALL BE THE CONTRACTOR'S . RESPONSIBILITY TO LOCATION OF ALL AND HORIZONTAL L A 1Z0 AT VERTICAL -MINE THE EXAC o a�� DETE RMINE C C EXISTING UNDER- GROUND UTILITIES PRIOR TO COMMENCING you EXISTING before REPRESENTATION IS MADE THAT ALL Y CO NSTRUCTION. ' -NO R 3 Dig UTILITIES ARE SHOWN HEREON.= THE ENGINEER .ASSUMES NO ; RESPONSIBILITY .FOR UTILITIES NOT SHOWN.OR UTILITIES NOT SHOWN N IN THEIR PROPER LOCATION. CALL BEFORE ;YOU .DIG: — — — Q 1 800 424 5555 KEY NOTE...... . STATION OFFSET RADIUS 11 0 4+99.47 28.00' LT, 3.50' 12 O - 4+64. 47. 28.03 LT. 3.50, 13 4+63.09 7 63.$6 LT. 3.50 14 . 4+62.78 60.06' LT. 3.50' 15 4+46.83 60.08' LT. 3.50' 16 O 3+75.59 60.13' LT. 3.50' 17. 0 3+40.49 '.:. 60.16' L.T. 3.50' O18 2 +97.49 60.18 LT. 3.50 19 O . 2+97.47 28.18' LT. 3.50' 20 3+85.47 28.10' LT. 3.50' STANDARD PARKING STALLS = 74. COMPACT PARKING STALLS 41 0 , 10 20 40 ROME cla LO n rn HANDICAP PARKING STALLS 3 _ , _ ` 1 20 : o n H �- 'TOTAL. = 118 VERTICAL DATUM TBM -:INVERT LAKEHAVEN S 0 3 SEWER D STRICT MH 172 ELEV=420.00 . K.C.A.S o , W � W . W W -J . BASIS OF BEARII in 4 in Q a.. PUBLIC WORKS (263) 835 2700 . .RECORD OF SURVEY AF 9412299009 ' , SHEET ,.... ,. 07 103450 00. EN PERMIT N0� OF JOB N0. APPROVED - _ 94012 DATE _ . . . . . .. i IIii:2) ALL PIPE AND APPURTENANCES SHALL BE LAID ON A . . i : PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH GENERAL NOTES. .- . . WSDOT 7-02;3(1). THIS SHALL INCLUDE LEVELING AND r , BALLAST COMPACTING THE TRENCH BOTTOM, THE TOP OF D . . . . . (SEE NOTE 8) a4 " . ; 1) 5TORMFILTER BY CONTECH STORMWATER SOLUTIONS; PORTLAND OR 800 548-4GG7' SCARBOROUGH ME 877 c .) ( - ) FOUNDATION MATERIAL, AND REQUIRED PIPE BEDDING, TO > . 4 I 72 O , . °. 907-8G7G; ELKRDGE, MD (8GG) 740-331 8. A UNIFORM GRADE SO THAT THE ENTIRE PIPE IS Of : " •.". 4 d "," "' 2 FILTER CARTRIDGES TO BE SIPHON -ACTUATED AND SELF-CLEANING. STANDARD DETAIL SHOWS MAXIMUM NU OF ) O R MBER CARTRIDGES: ACTUAL NUMBER REQUIRED TO BE SPECIFIED ON SITE PLANS OR IN DATA TABLE BELOW. SUPPORTED BY A UNIFORMLY DENSE UNYIELDING BASE. z p a :..�. , 3) PRECAST MANHOLE STRUCTURE TO BE CONSTRUCTED IN ACCORDANCE WITH ASTM C478. DETAIL REFLECTS DESIGN INTENT <n ONLY. ACTUAL DIMENSIONS AND CONFIGURATION OF STRUCTURE WILL SHOW O DUCTION SHOP D BE N N PRO RawING. 3 STEEL PIPE SHALL BE GALVANIZED AND HAVE ASPHALT Zw a "¢'' ; . 4) STRUCTURE AND ACCESS COVERS TO MEET AA5HTO H-20 LOAD RATING ` i TREATMENT 1 OR BETTER INSIDE AND OUTSIDE. # . <,° 5 STORMFILTER REQUIRES 2.3 FEET OF DROP FROM INLET TO OUTLET ) . IF LESS DROP I5 AVAILABLE, CONTACT CONTECH . >- I .I A STORMWATER SOLUTIONS. MINIMUM ANGLE BETWEEN INLET AND OUTLET IS 450: : ' I�. �I �.r� .� I.I 1,I.� I I � . �I� a ; �. . I . ..4 ... 1 � .I. G INLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTAAC CAS A OL STORMF TOR PRE T M NH E ILTER EQUIPPED WITH A DUAL DIAMETER HDPE STUB AND . II . 4 ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS II -IIr I � 1 I I� �.I. 1-..r_.I . . . . II Ir I .. _..I I I I l� .I OUTLET SAND COLLAR. EIGHT INCH DIAMETER OUTLET SECTION MAY BE SEPARATED FROM OUTLET STUB AT MOLDED -IN CUT LINE TO ACCOMMODATE A 12 INCH OUTLET PIPE. CONNECTION TO DOWNSTREAM Ir.1 I I 1..r.I AND MANHOLES, NOT LOCATED WITHIN A TRAVELED ..I.I w I I � �. I �..Ir I I I I.I . : °:. ....r PIPING TO BE MADE USING A FLEXIBLE COUPLING OR ECCENTRIC REDUCER AS REQUIRED. COUPLING BY FERNCO OR EQUAL Q �. .' . O R ADWAY OR SIDEWALK, SHALL HAVE SOLID LOCKING LIDS. -' c w I I1 . I� .�Ir ��I ..I INLET PIPE 8"112"Q HDPE OUTLET ...-I II� II. Ir I AND PROVIDED BY CONTRACTOR. I9 I1 ALL DRAINAGE STRUCTURES ASSOCIATED WITH A w III.rr I I . � 1 II .� �I. I� III I . ' STUB SEE NOTES 5 +t G . . (SEE NOTES 5 * G) ", ; I ( ? i �II IrI �I- .- ;�- 7) PROVIDE MINIMUM CLEARANCE FOR MAINTENANCE ACCESS. IF A SHALLOWER SYSTEM 15 REQUIRED, CONTACT CONTECH STORMWATER SOLUTIONS FOR OTHER OPTIONS. _ .I PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE. . U_ o .. . 1 .. .1 I I . . ` . ' a �. II I. r.� .. � 8) ANTI -FLOTATION BALLAST TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR, IF REQUIRED. BALLAST TO BE SET 1,1 ..r SOLID LOCKING LIDS. . . I .1 �.. . ..I .r. . .,4- .-_I .�p._�.- ��I. AROUND THE PERIMETER OF THE STRUCTURE. I.. III I1 ..I c, � IrI I1r I�I 11r .� . � � � .I I�1 ..I .1I1I Ir�I� .r II.� .. I , ° .II .. 9) ALL 5TORMFILTER5 REQUIRE REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE GUIDELINES FOR MORE II I 5) ALL CATCH BASIN GRATES SHALL CONFORM TO CFW I1.I -� 1I- �I I III � .� �rI INFORMATION. . ..�r , �. II.I .I ..� III II I. I I II Ir IIII ..: " .: 1�.I I.IIr DRAWING NUMBERS 4-1, 2, 3, 4.OR 5: 1 I9r �1 � I I, 1 1I.1IIr1II I1 II -I I. ,. ° •" ; .. 30"�J FRAME II .: I. 1 II .I.I99II i I I I I.I ...� Ir.I . I I I I I I I II .I I�.. .I. I �. __ I9 .�1 11 AND COVER (STD) .. x . ` 7. I. .9 .. 1 6 ALL DRIVEWAY CULVERTS LOCATED WITHIN THE RIGHT .I �II.I.I.I a Q . ..rI. .r .111I1 .I�.� 1.,i II MANHOLE STORMFILTER - PLAN VIEW 1 . ., . . .. . . •" . . OF WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A I I Ir II1r�.. I � I I �� I. I 1 I . I. .. : MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY w II� .rr1 I � . I .r.9 II I�II Ir. . . II I,� �Y II I. .r1 .. I �. .I I.1,. I., II1 .I II Ir ..1�1.I " .- :.� a .. °:.:.......:... . ._.. I,r� I I� .T 0 THE BOTTOM OF THE DITCH,` CULVERTS SHALL HAVE . = m . I . I �9.'. �I .� a ;" . :. ., .. -':I" " .. � BEVELED END SECTIONS TO MATCH THE SIDE SLOPES. G I . I. II .� . I . 11 I�. I.�II .I I1 � . 9�. a. ; • .. . a '. 1. - - 1.7) -Irj .I� . I .I 9I .�II I I1 I . . I 9 I. .' , :I 1 11�I(.� 1:I�..11 - 1�I.�I. 6 ;. . I�9.II . I .. . I. 1�I �..I. . : . . , , ."...... ,. . '" '." .. 7) ROCK FOR EROSION PROTECTION OF DITCHES, o cv a . 1II�I . I 30" O FRAME AND I I ..,a.. ..... ,•. .. " ° .1 " . 4• , ..... :... ".... "" ' •" • , -9� , I CHANNELS AND SWALES, WHERE REQUIRED MUST BE OF \ �- o 9 I 1 rI1 .1I . �1 I�,. COVER (STD) � CONCRETE (seE NOTE 4> 9. , °• °., .; �. , ; . ° . -tr'•. " 1 ,I1 . SOUND QUARRY ROCK, PLACED TO A DEPTH OF ONE I .. .r .9 Ir .r. . GRADE RING . . ., A .".. ..:• ' .- 1II� 9 1�. FOOT AND MEET 'THE FOLLOWINGS PECIFICATIONS: Iz �r. Ir .� �. .. 1�rr I _ -_�-I .. -7.Iw1 �I... .." •.... ..1I .:. "< ;.-'�. -. ..1 .�-: ,I. -. ' � ��.r .MUST 4"-8" ROCK: 40% PASSING; 2"-4" ROCK: 30-40% o z 1 II ..� II . I. 9I AI..I 11 -.. _ . I1 PASSING; AND 2" ROCK: 10-20% PASSING. . . I � I. 9I, .I . STEP (TYP) .�. :•" , . � " , ° �Aff .r ,I.r MANHOLE STORMFILTER - TOP VIEW 1 � 1�.I 1 . . .. II �II .�. 1.II 1 9 .I� I1 91.I �� .Ir INLET PIPE •" - HDPE OUTLET .. 2 � I I I. .� .1. INSTALLAT SHAL I ION L BE IN ACCORDANCE WITH KCRS 9 I 9 �I. �II 1� 9.�1 .I (SEE NOTES 5 $ G) Y . RISER WITH OUTLET SAND COLLAR DRAWING NUMBER 51 OR AS AMENDED BY THE APPROVED ` . I� . I . .I . . 11r I9I� .r -I... ,," :I..� .._ � ... SCUM BAFFLE RISER 12°O OUTLET STUB 9r�9. -I, 9 �I� 1I.� ��II PLANS. RECYCLED ASPHALT OR CONCRETE U R BBLE SHALL .1 .�II. 9 .9�.. . :r I� 9I 9r :r.I � 1 .r. L �- -II... . .., 'I 4-G MIN � MOLDED -IN CUT LINE 9 I � I . . 1� 9. - 1.9 .II� 9r �r I NOT BE USED. 9.. �1 .I.. .9 9, .�,r . . • 9 9 9I �� �' _ (SEE NOTE 7) 1 8"O OUTLET STUB .II . I . .�. 11 .II . 1I I I . 1I . , . .�.1 . : I�. � I. 8 LOTS T APPROV ) NO ED .FOR INFILTRATION SHALL BE . .�. .I I . I.III .IrI 1 BALLAST M.�-/ i I " PROVIDED WITH DRAINAGE OUTLETS (STUB -OUTS). . 9 (5ff NOTE 8) (I. ;' _ - .. .:," 9 . �I STUB -OUTS SHALL CONFORM TO THE FOLLOWING: �. 1 9 �9 I1 IIrI 9�II �. I .. I .� 1., I1 9� 9I I .. 1�I . . 1 . l -1I - ..I , - .9 I � ,. . 1".,.. '. . ..1I. . . ,I -1I,. . .1 . . 1 .. I I . .I .1 I� I1� . 9 I� I. Ir., I . . 1�I.. �� I1II I . 1 9�. - 1�.� HEIGHT �I 4. , . , � > .. '.:., , ., . I,"., . z �I I ,_ �I.� �_.. �1 , \I ..l ,.." "... A) EACH OUTLET SHALL BE SUITABLY LOCATED AT 1� ..I� 1 1 ..II� 1I 9I�- 1. . 1 _. ; ., .. ..A..� I �.19. I, .I I . IIr . THE LOWEST ELEVATION ON THE LOT, SO AS TO 9 � .I I . 1 II .r .1II II�1. WIDTH --I .I \I 9I \II SEE DETAIL 2/2 •, ". II III.1 �.1 9 I OUTLET PPE Ir 91 � . 1 . . � SERVICE ALL FUTURE ROOF DOWNSPOUTS AND 9 1 . s .. II I � uNDERD ,AIN 5TORMFILTER CARTRIDGE . (BY CONTRACTOR) FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND . � 1 II 1 -MANIFOLD (TYP) (SEE NOTE 2) � COUPLING ANY OTHER SURFACE OR SUB -SURFACE DRAINS � (BY CONTRACTOR I-I NECESSARY TO RENDER THE `LOTS. SUITABLE FOR 9. 1 . . 9 MANHOLE STORMFILTER - SECTION VIEW A - _ (SEE NOTE G) . THEIR INTENDED USE. EACH OUTLET SHALL HAVE I1 � I." I 1 THE STORn-twATeR MANAGenneNT Ir �I BALLAST GROUT (SEE NOTE 8) THE srow�tw�mFRM AGeMeNT FREE -FLOWING, POSITIVE DRAINAGE TO AN I I I . 5tormFilter® 5I iIIL lI (BY CONTRACTOR t I 1 I ! APPROVED STORMWATER CONVEYANCE SYSTEM OR I� I .I1rI I.I U.S. PATENT No. 5,322,G29, 9 No. 5,707,527, No. 6,027,G39 I. .I�� U.5. PATENT No. 5,322,G29, No. 5,707.527, No. 6,027,639 MANHOLE STORMFILTER -OUTLET DETAIL 2 . TO AN APPROVED OUTFACE LOCATION. 1 .. I .r �rr .. 1_I .�. ��II1 No. G,G49,048, No. 5,G24,57G, AND OTHER U.5. AND FOREIGN 9,I No. G,G49,048, No. 5,G24,57G, AND OTHER U.5. AND FOREIGN. 2 .� .` I. 11 Ir.. III.1. . 9 1 �I ©2006 CONTECH Stormwater Solutions PATENTS PENDING ©2006 CONTECH Stormwater Solutions � PATENT5 PENDING . .III B) OUTLETS ON EACH LOT SHALL BE LOCATED I� 1 I . I Ir 1r. ® A_1_�ITCALI DRAWING PRECAST 72" MANHOLE STORMFILTER AEI/G ® �IT�'/�IJ PRECAST 72" MANHOLE STORMFILTER DRAWING .I I I 1 I WITH A FIVE-FOOT HIGH 2" X 4" STAKE MARKED , "STORM". I. 1III, I.I I %gi�►i�� i _:�! i ����Fq M` n THE STUB -OUT SHALL EXTEND ABOVE .,1I . PLAN AND SECTION VIEWS 1 TOP AND SECTION VIEWS, NOTES AND DATA 2 SURFACE LEVEL; BE VISIBLE AND BE SECURED TO 1II �I I� rI. . .�1r1� .,e `. �I STORMWATER _ "� STANDARD DETAIL , . STORMWATER -.:` I.9 DETAIL THE STAKE. . I r II. III I� `�� ...I...r . .......r .I . -9 ... .""I. . SOLUTIONS. 1/2 OL S UTIONSw. .STANDARD 212 .. r I I. ..I..r r. I:;:���i:;rIr II. rIII . . �� r. r�I.I I.I contechstormwater.com DATE: 09/26/05 SCALE: NONE FILENAME: MHSF7-72PC-DTL DRAWN: MJW CHECKED: ARG contechstormwater.com I DATE:09/26f05 SCALE: NONE NAME. MHSF7 72PC DTL DRAwN. MJw cHECKED. ARG . .FILE C) PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN . 1r I1 I .. III rI. I I . I.II ..I II rr ..�I9I I. I r 1, .�. I 1I -.-I I SPECIFICATIONS DESCRIBED. IN KCRS 7.04 AND, IF I. I I _ r . r �I_ I� -IIr. rr IIr1I �._ . : !.I II ..- ` NON-METALLIC THE PIPE SHALL CONTAIN WI RE OR . , I ,,I � rI rI. �. 1..� . . .. . CATCH BASIN STORM I. Ig . � FILTER -� 6 CARTRIDGES I . .� ..r�, .I OTHER ACCEPTABLE DETECTION. 1II. .r� .I � .r j )r I. I r � - I9I�I. . ... NTS II . rI,. 11 . II � .. 1, I. I. rIr I1r rII .^l .9I � . � I Ir .. .I II91 1. r rr I rIII Ir D) DRAINAGE EASEMENTS ARE REQUIRED FOR '1.1 r II:I ., 1�r. . .r1. II ..rI .1 I � .1 r ROUND SOLID COVER .r rr. DRAINAGE SYSTEMS DESIGNED . TO CONVEY FLOWS � I r�. I. I9 II9 I I I . .. EL=433.80 MARKED "DRAIN" WITH NOTES: . II THROUGH INDIVIDUAL LOTS. . . rI I. I II rI�I I. � III.r � I . - .II I.�.I .��� � Z � 1I 4 MIN. 16"MAX. -. . '.�" . ', I .rI I. LOCKING BOLTS. I r ' 1. PIPE SIZES AND SLOPES: PER PLANS. ... I.I I . r rr E) THE APPLICANT/CONTRACTOR IS RESPONSIBLE -1.�I ... I.I 'II 1Ir.II � , .�I r,. � rII I. �_ I I . . I 10 1 r. ey . '.4. '� �*. �� . " < A. .. I FRAME &LADDER OR � . FOR COORDINATING THE LOCATIONS OF ALL I . ...I II . �.. I I .1 .I . . :... ... :..." • , •• STEPS OFFSET. SEE 2. OUTLET . CAPACITY: NOT LESS THAN COMBINED INLETS.' STUB -OUT. CONVEYANCE. LINES WITH RESPECT TO ., r.I 1 r rI II ..I.. I. .99 1�I I � ��. . r.I .I I �� . N Ir , '. x z .. �" rI ", NOTE 8. FRAME & r COVER ELEV. PER PLAN. THE UTILITIES LE. POWER GAS. ( , TELEPHONE, 1.I I. r rII . - .... .III I. - EL.=430.50 *, . ID � :; .. 3:' , EXCEPT AS SHOWN OR NOTED, UNITS SHALL BE CONSTRUCTED, TELEVISION.). r ) I� . .. . . . . . " " .. -, MAX. IN ACCORDANCE WITH THE REQUIREMENTS FOR CATCH BASIN . .- I �I1, . . .I. I I II�III ,I� I.� : � I I.I I�I� II .III r IIr :... ws. � `• ° . . TYPE 2 54" MIN. DIAM. .. I.I I . F) ALL INDIVIDUAL STUB -OUTS SHALL BE .I.br I�I I I . . II�1 IrI1 I� rr I I r �' ��I � OVERFLOW ELEV. TO PROVIDE DETENTION & .OIL SEPARATION ,' " STEPS OR LADDER. 4. PIPE SUPPORTS AND RESTRICTOR SEPARATOR SHALL BE OF / PRIVATELY OWNED AND MAINTAINED BY THE LOT : e �oI II I�I.I .� ,I111 ��. I .II�. I I . I . . . .II � . .III PER PLANS �. SAME MATERIAL, AND BE `ANCHORED AT 3' MAX. SPACING I . r r OWNER. .,. 1 II I.r ��I ., . - . . . _ rrI . • ... . .. „ I BY 5 8 DIAM. / STAINLESS STEEL EXPANSION BOLTS OR r �9.I . rr. I 1 .. .. .. I�I ... .I. I.1 . . . .. .I . �, EMBEDDED < 2 . IN WALL. .� . I ..r .I II,1 III .1 .1 II I r I.1 II ..I r.�� �9 I� . r � � � .I .Ir., �r rr..I 11 SUPPORTS : 3" X .090" -I - cy . .PIPE () w a . . . . _ . , . I.�. I . r r �Ir r. �I ��.iIIIrI'II:II.1IIIIIIIII���1I�II.:� I�. r9 �. � I I I . .�I r .. I1. II I.I ..rI II . . �, rI�. r_� . . ..I I� II �I I1 r �. � I A. 4. z •: .. ��I . . 5. THE RESTRICTOR SEPARATOR SHALL B / E FABRICTED FROM r�I I . _ . I. I-r.�. I�II9� r .�.� �Ir.�1 .9 - �II 11 1I r�. II rI $' 12 CPEP 36 CPEP _ •'"• ' w • .. » . *.1 .060: ALUMINUM" OR .064" ALUMINIZED STEEL " E OR ,064 ; � I II� I. rII. �I �.�. IrrI.�r . . . . � . II9�� .� . . I .. .. r,,,I". .> 1 -0 • � '•, A. , CLEANOUT GATE. SHEAR GALVANIZED STEEL PIPE; IN ACCORDANCE WITH AASHTO : I . . . " . . -.I II�� I.I ..r. III �.I II. .Irr.I II. . � II� . II ,.IIr I MIN. a' ,' •. 1 GATE. M 36 M 196 M 197 D. AN M 274. GALVANIZED STEEL r . " .�r. Irr,. r.9� r . � II. rI .11I .I II � � �.I. • . � I I . \ l.- .r .�.�.I. I. • N c� ..... :.. .. �I.r9 r. - SHALL HAVE TREATMENT. 1: . I r. r. I.I.r� r _ r .I� �I II I.�. � III -I�9I �r . . .,r I �9 . . : . . III II I1 I,� ..� .I .I � . . Ir I".I 1.,1 I.II.I �I 1.,r. . � ,� .I �I .r I . � I�. . �. . 11 .I rI. I � I . I� �. 6. OUTLET SH,4LL BE CONNECTED TO CULVERT OR SEWER PIPE I. �r .9 .r _ r 11- I� I�r ..� 1Ir. r I I � 1�I :I9 .Ir I. r.1 .. r. rIr . . r I , . I r I 1 I . .11 III : I � .. II n 12 OUTLET PIPE 1. WITH A STANDARD COUPLING BAND FOR CORRUGATE _ 360 INLET D METAL I.1 . � ; r .-I1I rrI. . .� r� .� II ,..r. _ . rrI . �.I� I . I I I� �1I 2- I. .I 1�I�1 PIPE PIPE, OR GROUTED INTO THE BELL OF CONCRETE PIPE. I � ' . �I ,.. _ rrII ..1 . � . I r ..� -,.. .rIrII.. .�I1: 1. .I r. .I .1. I I Ir .. .1 I9� r�Ir.1I . I . . I . I . ��.�Ir r I -,r _ ..1 ..�. I9 �I�9 . 7 . THE VERTICAL RISER STEM OF THE RESTICTOR/SEPARATOR II .I .1. I � 1I . . r� �. rr . r1I II II, II.I I ,1� � . . I r Ir. II � I PLAN � ' �� z _ . . ` . IE=425. SHALL BE THE SAME DIAM. AS THE HORIZONTAL OUTLET . 50 1..II� . . . .� � .�1. .I .. .. ,I �.r � . . . . . . 1� I. II. �I I1 I�1.�II �... r. II I. rII . I . r � rI. ." I, �I-I� ��.I �..k I r I.. � IE=425.50 � .r.r . . . m . a I.r �I III �� r PIPE, WITH AN 8 MIN. DIAM. . . 1r �rI �II I, 'r.�I. � . � I .I1.. �1 � I . rI .I III� �� r�1 r . � r. 1 .r I �- Ir b r. .. 1�,. I . I�I _ .� .r �1.. �� '.. .I . r I�99 ,. r9r .9 .1 III . . rI� rI ' r.I'r r. �I r. _ I I � ,1I I1 .I IIIr .- � . I_� 8. FRAME AND LADDER OR STEPS OFFSET: SO THAT. 1 �r..IIr . I -� II I I �,I I,�I . I. I� ..I r. N ,.I. � I . A. CLEANOUT GATE IS VISIBLE FROM TOP.` . . - -. . . . Ir .I I. I I9� IIIIII ... II .I .I r. rI III9 rII.I . . .I r r. . . REMOVABLE WATER- 4 � . I9I B. CLIMB DOWN SPACE IS` CLEAR OF RISER AND � I. I.I1. .I.-; I�1 1. I. I . 1rI-.,�. I .. I . � ..1rII I � . � . .1 .. r I1 TIGHT COUPLING a o z I..9 . .1I I . A 0 CLE N UT GATE. . .. . I I .I.�. .9 .I I � . II. .I. . I RESTRICTOR PLATE WITH ORIFICE - m C. FRAME IS CLEAR OF CURB. .. � I r'I . .I I��. �r � � . . I 1 I .I1 - I: I�� . . II� . r AS SPECIFIED. NOT NEEDED IF .• a I� .IIr . I I 1 � I ... . I.. ' .I . I .�II. 1I.II .r. .I�. . �I I. .I�. I �,- I .9.� .I ONLY FOR OIL POLLUTION CONTROL 0 1 I1..9 Ir1�Ir . :1.,r. 1 I1. I .I. .��I1. r1I r r 1 ��I1.,I I. 1 �. I� . N a . 9. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE I. , rII 1r-�1.1� , I I r 1. I . r I AVOID CUTTING UNDERGROUND MAX /�I � .. . I1 Ir PIPE: OUTLET PIPE TO HAVE SMOOTH O.D. 'EQUAL TO � I I I �9 Ir.� IrII :. .I� . r. I r rI1 . . UTILITY LINES. ITS COSTLY. :NOTE 1-3/8"O ORIFICE 4^' .: ; . "" o.�. .. . . r CONCRETE PIPE I.D. LESS 1/4'. . rI Ir. I.- II.I.1I � . Ir�� .. � 1 . -I I PLATE WITH ORIFICE m d . 1�I I9I .. I. �I 1 1IIrI I II EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE � II .... 1�I.i". �. .� I � . AS SPECIFIED , I I -_.,, .I : I. ..I rII, r I - 10. MULTI -ORIFICE ELBOWS MAY BE LOCATED AS SHOWN OR r.,I. I PUBLIC . WORKS (253) 835-2700 .. II�I r Ir I ..I. �r I Cali I ONLY: IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO T EXACT VERTICAL AND HORIZONTAL LOCATION OF HE -� . . � ..� I �� I.�1 I,��� ,. ALL ON ONE SIDE OF RISER TO ASSUR . 54 MIN. _ E LADDER I CLEARANCE: I . -� II I ...Ir 11�.r� 1.I.r .1 . �r . I 1 .r I�Ir 1 I . DETERMINE II.r. ELBOW DETAIL CATCH BASIN TYPE 2 PERMIT N0. 07-103450-00-EN II 1I before ou ALL EXISTING UNDER- GROUND UTILITIES PRIOR TO COMMENCING .I1 DIAM. AS REQUIRED 11. ORIFICE MUST BE INSPECTED PRIOR TO INSTALLATION I 11 . - . r IIIII�:I II Y CONSTRUCTION. NO REPRESENTATION iS MADE THAT ALL I � 1'1. �.w . r II I. D J EXISTING UTILITIES ARE SHOWN HEREON: THE ENGINEER - �rIr-� I " ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR . �� R7 � PUB�Ic woRKs FLOW RESTRICTOR OIL_ POLLUTIO - N C 0 N T R 0 L DEVICE TEE T 1 P E F R O P T DWG. .' . APPROVED ..� I�I .1-800-424-5555 ..I UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE -. �� -- DEPARTMENT 2 , 4-14 NO. II�,.. . �� I YOU DIG: 1-800-424--5555 - NTS r rI.I .- I� DATE _.-'.. I1�.I� _��I _;."'-rI/.. -II4 I1II I I. II9I -I .9 I. I�I1 _� r. I,�I.I I.I I�� _� II�r .� I. I. II, I UNDERGROUND SERVICE (USA) r � III I � I II II . I rIrr III I .I 1�I I�.I ��9 �. r� II 1. �. .I I�r ..r I, .rI .I I. . r r I 1 . 1 ., r I II.... .. �9r Ir . r . r . I . I PRECAST MAN110LE STORMFILTER DATA - STRUCTURE ID SFMH WATER QUAClTY FLOW RATE (cfs) - PEAK FLOW RATE (< I .8 RETURN PERIOD OF PEAK FLOW { rs) # OF CARTRIDGES REQUIRED CARTRIDGE FLOW RATE 15 or .5 m ( 7 ) - MEDIA TYPE (CSF, PERLITE, ZPG) CF RIM ELEVATION = PIPE DATA: LE. ORIENTATION MATERIAL DIAMETER INLET PIPE # I 4 17.00 0 - 12" INLET PIPE #2 - - - OUTLET STUB 413.45 180 - ` 12" ECCENTRIC REDUCER (BY CONTRACTOR) YES\NO SIZE _ ANTI -FLOTATION BALLAST WIDTH HEIGHT NOTES/SPECIAL REQUIREMENTS: PIPE ORIENTATION KEY: 90° 180° - -�-- -0° O 2�0° CHRIST'S CHURCH PHASE II PARKING LOT EXPANSION A PQRTION OF THE SE 1/4 OF SECTION 5, .TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M. CITY OF FEDERAL WAY, PIERCE COUNTY, WASHINGTON EMilING U1IL11Y LUUAIIUNZJ 3muvviv ntrCtUiv Hr« /1rrRUAnvIY1I 0 PE MIT N0. 07-103450-00-EN ONLY. IT SHALL BE THE CONTRACTORS RESPONSIBILITY T R Cad DETERMINE THE EXACT VERTICAL AND HORIZONTAL. LO CATION ATION OF ALL EXISTING UNDER GROUND. UTILITIES PRIOR TO COMMENCING V before O REPRESENTATION IS MADE THAT ALL Y CONSTRUCTION, NO P D g EXISTING UTILITIES ARE SHOWN HEREON. THE EN GINEER APPROVED ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR: UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE DATE 1-800-424-5555 YOU DIG:. 1-800-424-5555 USA UNDERGROUND SERVICE � ) i z 1010,_ 00 z LO _(n � x 3 W a W 4' °' ,� , v z o o 004 __ v !7 Z I c L!J N W '00 r= oN • N 3 m . 3 41 C a J6 CL _ `\l 00 LO v 0 3 O 0 W 0 W G G U in to SHEET 8 9 OF JOB NO. 94012 M-M-- m1mj JOB N0: 94412