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HomeMy WebLinkAboutWTR2703526.100 O 00 0 Cl- Lil a L,j C %a- a 0 ¢n7 a %� � 0Lr?oz CON�OC 00OOQC 000 --, a _���z C L�--Q> w L1.1 Lii LiI � L' M��¢_ ¢1=F-zU z w►—Q�Li LLJ>0wL'L J¢JV)ot LL(na-::)> GENERAL NOTES: SE 1/4, SE 1/4, SEC. 32, TWP. 24N., RGE. 5E., W.M. 0 15 30 60 HORIZ. Scale In Feet / \ x r / N 40TH ST NE 4OTN _ f.-- 1300 z — --------I - -- ST - ----� _. __ �. - W 39M N 38TN T ST Xw a � sE i 86TH tt x vm o , �H N � t V - x 5E o x t 37�' ST > ! Iw SE WTI SE 661N "><P , - 8 " R ,n7wP AI.E ; 38TN I ,_ � � SE TH T ST BE9fN PARK N ST + 36611M 5� 35 M g 1� ' 1600 �Ig' / 35Tfi 34N a ST I _,1-1 G A, T (_ 89TH ST z i n - 4. S� 90TH ST 33RD PL A - m ► op 11 SE 9 SL KE N ' 33RD E 1 �v" �� s2N0 ST 5 - -- 32ND- - 8 " 32"b w :€ to 100 ( N 31ST ST NE 31S a(; N � 0 H ST \ CREEK K4 SE" 93RD � 700 � 300 6 �N � PARK Z m N N 29TN ST 'w" $ , 28TH PL ara .i a w,� , z" n r, �" ST P� 9L, i N st vTy + "� »E z NE"E 29M NE w% ST ✓ s � Y wE ze � 100 zc� 210Q E 27l d y x u e L1 P1 Y x['- I 3 2M ST KEkMYQ4LE 25Tx '• x i 'a i W n L1 NS LL - r -S :. PARK _ a K e_ -- <- T - - ST -tt - 24T71 sr - 1700 Z 23W sT �3RD PL �� = ga �' NE NE m A � ST S 5 Thom - VICINITY MAP NTS ; I 11 ..r -7 >�� � 3, � > ay i `,. % ; ; ,r `'o -,f t „ \ 1 � % c `t!�L. 11 x�r' f. 45 c. h'P _ 1C'.i.;;�t g.. 0,,4/� ` — _ .. , 7 I i ` `_ —r '' * �y i 1 `.� .. r r I^:�\ , Ar ,?;fPl "\ j` .. "3 \_ n r ` ,.,� �-t-�� Tx - i ' , sr-,.:Fi - , ; r " s n v---�'--r+ J.at� 'T'L c c � s q � T ti '' "'F ••,,.[ . - - _ _ _ -_4.._. T r ,; , / r „ • `._. �..-i, )"- ,r-'- �. f`:�_ j JAR ,f iz.. ;A, r?<3 -r 'll. •f.!~ J� ,. } ____ -8 45 BEND, MJxMJ ,; •';,-S,, \ 1 8 x6 TEE FLxFL , ,,� ,, .� — nP, " " -- i 1 '- " 1\ , h 4'w`p' �= Tf ,., — -- — — _'., x6 TEE, FLxFL - 1 . THRUST BLOCK 1- G /' 15, L ��-ter. 8 V. FLxMJ U; ,,.,, — — — — — — Y " p -, r:i f l i i I ".�/ \ �'�.. " _. .rQ. 'b,! AAQ �„b"^ r/ ='v b` x cY--"t �`�C' 1 V G. F - ` l l j `, =- 1 INSTALL FIELD- OK GASKETS 1 V ,' <__, r 8 ADAPTER, Lx�IJ ,'„ a > : ,I 4�z' \ 8" ��} 1=8"x8".TAPPING TEE ' .�. _ 1-F.H.°' `, �` ;/ 3;rG`�:F -0 3 J - R, LxRJ \\ 1 _ H 91ST S'T R E l F Z'­ 7 '_'.:�'k__r _ _�__ i S.E.�� S. F;_ _ a _ - _ _... _ .-_ -Tti,., -- T� 01N :_ c...: ..:.., .... .................... (rr I a t \ - F 4­1i .L'a�-.r. ....,,ter .,.� , , ... .f.. ': '... ., .,..,. .....:.:'.J.. :....... ... ... ... .... - -:=4 -.---:- - 'il y�� ` .. _: - .. _ a� '_�-6": G.V.--RxMJ F.H „ , .1 _ .8,:.G•V. FLXMJ........ r- _rF,A,, ., „.. ,� J £� i _ . ... f....... - ts. J ASSY �, - - - - MJ . .:, , . _.. �. < rr ,, _ _ ..,r..._: 4,.e` ���91" _- _..... / 1 y , `��-. THRUST BLocl� , 1..L -:6 ., DI .. I ; _ - " _._..._.._.... ........._. c I .. .., .._... _._-- ._..... ... .......... _. ... -rip 175'LF $ Di �„ i _.... l . RUST: BLOCK ;. r. �-� _ THRUST -. --� -� --- - --.� " . ". •J r . `w -..._, :.. _. _ c .. ...- .. ... .--. - .. .. :.-. - ..:. -. .. .... ..... ..... ,,. /� .l ...... ... >. ,+ ,. ,, } J _ .... _. F ..1 .: ..... ..-. , .: .. .., . .,.. :. .wl.. 1 F J s11 i Y y J ✓' Je / < _ c._. __. _......._._ _.......... ......... -.. __.. _.. ,, �� __�_. �_ M..N_..� < . _..... _ _, ... . %:...._ ..,. ., ... _ .. W.:. ._-.. - �:.:.� :..: 49 LF S I���,�c _ �. >x... 19 LF 8 DI r-.. ' ._ ___ '_ - S u �,..., .... _.. < _ _ W _. 2 THRUST BLOOtS� >_ r - . y _ l- _ .... ... ...... 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J ! - t - � ,, _ I P i i \ ti \. `` \ C -- .. -� \ G l:ix , c \ ,G _ - r> I r; 5 ' c- _._-- --- s n''- $ . r. r, R �,.1 `\ '�' \\ \ ,\ \. -`_ „! 25 Lr5 'u -- -- _ 35 Gn p { a s.- ,171.',r 7 G __ _ -- 5 _ l` "\ -\ \` I -I \`ti .1 \.: .t '1 : 0, r t , , <, ...,`ti,� ,_ - -. 1 Sn't.'.ir - .,^ s \ \ \ \, 5= 6 - ,. \ '' \ - __ - `, `- L I;i�L(�1 II. _K� �7�.yflf :d'tr ,,, i'F '?5s.-i of "kf' r _. - r 1 [. x ^ / \ 1 rf` 4 . cE� .F ECI r� ,��I.�_� J _ ..... \, 4m G.,' f .............. . ,c, 7 f)l{ , r' .� I x _ :- f i" �` I ? �___� z 1 I', _1 \ * ,1, n,;r e` `;'c - \ ,-� ,`,. . 3�f 'q W 1�a G % 1 p ` _- - \ . c D. _ �. A. 11 Y __ t s-'Orr,P' - _ "OR/P ,T ,I)R,.r' \ EXIST. FIRE - ti � t _� 5� 3U ��,� 'j _ 1 - 1�11 i \ _ , �:.. HYDRANT - `\ ; _ F G'^'i �„i /v9 %- ,, ''1 'Lc: '�_." hj 16',Ar . i to ` 4 f3 /'d, k- -F>s- q,-: �>, Jt t Alt A. 7 ; -'9$ ^RIP - l,� `�A - \ _-- \ \ m 3,. '<' 1 t 1 .52 L' ` ,, ,, ") ; . , _0. - -. AL ,\ V <'b- ,off",t.�oi ag fyr' y1 4' ,' , J0,0r," T .... ----_-- y 4d"-2`rrf 30 liJ i n, 'l i; t' I� 1 •�;, __ _ \\ , % - f - \ . \ ! \ 8H 4 i r'"4,M :i ! i j 1 / �'} ,� '` i, .cj - -I- - --� t // / ,. f -,L }11 I_ 3✓ °t3.3, h 1 I ?L G \ \\ ``\ -\ \3 , 41' Is _ 4, ':") _ ..__ ;�r ( 1 \ s �". ..._ _.- �� bt' �..% �` 23 �/fi (r], a ' 1 ,, (35` �/.� 1 A A -V � _,� � ^ �, gala - �� � � '" - \ r,r -� t"_ '\ r J J ,, /� - ' %; YP� 1. �' �, ,,1 , ;J `\ i i it I ~ rt \\\ \\ \\ 7t�% \ ?S �.,-f--- - 25L' � v� /';,/rl i '�'�'� f` I 4 Q-�1 - / ...4'far. / // ``',`, /� ,� j' ( rrr tf i! !� %'` \\ \moo ' ai \\ fq,j,,?% _'3".'^_- - �� '✓'�'�,/ •'/'� i \ , 11 -" .-� \ -� r...i 41"v'_ �11 ��' 0,9'_5'i- i "- /! it i l r f \\\ ., \,� '"` i i Y Yam' 1'i 11 / (t t s -. ',,'S-'U/iP / 11 �" ?S ' ! 1 .., ,.J� r y,) `" .� _� �,.�.. f , r r --- -_ �_ 5 r� J Z �Z i "� 7� t i �. A � �` a Gl Sr %RP 3 ,:AP 'ter 1 i ^ \ -f % t' j i , \\ \ \ n c-p "'_ I 11�„; 2rS ll ,, _ --- `� b of ore s. l' 2� , __ ' , __ 4 :� �� /' 2�. 'S R ��'� f 4:'f l.'4r.'�=' jJ \ \\`� rFi"`,1c'pc ��, \ \ `'I ` ._ T/ fi' ��' / G you r' J / i i I i J t ; \ -""" ��, X a 7 > � I 2 it3 - // ✓ i a ri �/ �r i 22°f _ , I. i l f i f L T c�� A { � �v � � � � / / �1 / it lea \ \\ yam/?- / • i r f f �r , \ 1 t:� /,, .-_....._.-_--'3�'�3 _ ,?'',N ftt�'t\, 4 % \ % 7 f ' 3C,:��r j \ 1� �� ;a >r 'Y " / T NOTE: f �� 1-8OQ-424-5555 "j, UTILITY CONFLICT _��� - �r� "- ___/ ,;� / ���;,; ' ,r -�.�'� ;'� ;` .����� �, � / �r ✓ "" , i � (( ar.' ". ✓ J \ ! i ` 1 i 1 ( r,^. J?� "" /' / UNDERGROUND SERVICE (USA) CAUTION: ' ?,,x-- i ,�A'-1- J% /'' 'I '' � ! ; ; j ' _ t 4 L`V/fir 2o'Fa •`j� ��J'DRi jl ,! /.:,,\���'b% r/'.... f ,,� THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE _ _ . _� , . - \/ j ,- % / ; 11 '`" t �,''y"' I, I + f . / -' J`' ^ 1. MAXIMUM ALLOWABLE DEFLECTION ON EACH JOINT SHALL NOT EXCEED ONE-HALF THE MANUFACTURER'S RECOMMENDED PERMISSIBLE DEFLECTION. LOCATION DIMENSION AND DEPTH OF ALL EXIS77NG UTILITIES -i✓ t' 'A y cYy ""--`� J I I j B N ..3 J� r ti / 1 i; -,! 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH COAL CREEK UTILITY DISTRICT STANDARD SPECIFICATIONS. 3. LOCATIONS OF THE EXISTING UTILITIES SHOWN ARE APPROXIMATE. EXISTING UTILITIES SHALL BE FIELD LOCATED BY REPRESENTATIVE UTILITY COMPANIES PRIOR TO CONSTRUCTION. 4. CONTRACTOR SHALL FIELD VERIFY ALL CONNECTIONS TO EXISTING PIPES FOR PROPER FITTING AND DEPTH. 5. CONTRACTOR SHALL NOTIFY ALL AFFECTED UTILITIES 24 HOURS PRIOR TO CONSTRUCTION. 6. ALL ADAPTERS ARE TO BE DUCTILE IRON FITTINGS. 7. VALVE POST MARKERS ARE TO BE INSTALLED FOR VALVES LOCATED OUT OF ASPHALTED AREAS. 8. "FIELD LOK" GASKETS MAY BE REQUIRED BY DISTRICT ON STEEP SLOPES. WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UPLIRES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UT7L1TIES AT LOCAT70NS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT PACE ENGINEERS TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCRON. Y--,, r _ _,_/` i- ,/ ,r fr� /' j i 2C"4 __'________ ''''; \ ``S- 4`y �- r y �' / �' t ___ ✓/ - - r ., .r .x -.. - �41 • " ` 1--_.— 'q er>a/d �. ,/G7Ix ``�. `` , __ � saa�J -- - \ sc �,rG _ C: _ _ - - ___ \�v,- -__ �30- - , f _" - o r //'r` . F� / IV ,r, , I /T , / 4,/ T .Pf� 1 J ,' 41 >��. . i! i i i j �''13� �1 \ i ( 11 v I f r,b� 1) 1trzV ,,j i� f /IONAL b y�F/ i� )5�n(� / f,/ �1 I //r f //'/ �/, / // IIIIIIIIIIIIII ,/ /, J 'r., _ T� Approved By Coal Creek Utility District Date Al-o✓. /Z Z1669 ti . PEI�r ���' �F WA, 11 -r a rY z O z ; - 11255 Kirkland Way, Suite 300 V C DATE JOB NUMBER Kirkland WA s8o33 o ��F SMITH AND BUSTAD I DESIGNED PZ �' OCT. 2008 08018.00 p. 425,827.20141 f. 425.827.5043 V� �1 COAL CREEK UTILITY DISTRICT WATER EXTENSION DRAWN JMU ,,... I ............. SCALE SHEET NAME LAYOUT 1 . CHECKED DBH Civil (Structural Planning Survey " ' WATER PLAN SYM REVISION DATE BY APP'D An Engineering Services Company paCeengrs.Com 1 — 30 SHEET OF 3 Cb L,)-35,�-�r' I