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HomeMy WebLinkAboutS-32460AI. REVISIONS M M U ° O i N w J ®00 O TZ F Q � Z m: J o ��ow� N r =J�� �Q_°'o FaQ N W W -z ® � W '^ � VJ..:N � VW W a � zt z .o aom 0 o ® `oE �� �Z U X41 U� ,a a,c �o v 0] B \E e � I o�-.N �� rn . o� a� �o r 0 �� 'o o z °< � I 4 / f- / \ J�_ / e � � 1 I � l ' �, � �" PAID = 395.5 \ 4 1 lW /} ��A. 3041.80, 92.00' °x6" 1 1 / � / v, � 1 � 1 8 TEE (MJxFLxM � � iL6° GTE VALVE (FL; / - h 1 II� 1 PAO = 35.5 ® � � f (3LF 6 D.I.P. �' h-5 iy4" MVD F.H. A° °KD.I.P. - �� 1 I LF 8 L l ° , � � 1 � 4 Q 1 � 2 ST . 30 +23.92, 12.( ANAGZJRTESPL�V.E. ��i i� {(� N � - � Q -8° 11 i/4' BEND �- � W/CONC_BLKG. V � � � 1 ° s�1/� N ,.w �►: ill � �.� \ 13LF 8" D.1. IN 3t s. r �P 8 2W k J� ®` 2 I 69LF 8 "ID.I.P� N g �.� ; ;.. ....:..... ... ..... ...... ........ :. .... ..:...: ............ a x � Q W � -� a PVC � �, .00 ti � t. •_ ��, cZV W W �W C, ZI s� o�ese- a OGmS¢t�. H ,... E NDLNy7 FORE N ?i.8- �� ��Q7 '. 3 v , J ;: _ ... _ BEFORE EXCAVATION ( . °TA. x07.0.. 7f'sL INSTALL ATION:DF:W.4TER "LNE: Ft�EnnFRTON'aVr•. N:E. ):. 't' r�x Z:�..al.. I�_n � 0:0�. z � o :FILL ;AND : CQMPACT ,ROADWAY ;.....: - SS a N Z O SITE: SET COTTON GIN SPIKE 19.1 ' SOUTHWEST OF THE WEST COLUMN OF GATE. ELEVATION= FEET. ........ N U p :.... I . PRISM TO FINISHED ,GRADE ::: ; :::::. .: :: :: _ f!(41 393. /_t os _ ro Q I �1 _ INV. = % � INV. _ �. �- �T INV. _ -r, I � �._ -� 389.0 `_ I_ I _L 389.5 _ I 3sz L390.0 I -u - 1 I I -- 1 I I I �� I I fib 12+ 87 0( o R TA �fY- B�z4- CENTERLINI� / I I �,T95.b4 4.821_. i� ; 1 -1 -I' �_ - - -- I �' I '-� I '. STA2ND� -� NACOI�TES PL N E )^ - I I � � I I 1 I I I \�� I I SMH No 1 I •._ _ IM = 334- i6�1.GY -9.B -I I IE 8'- {-OUT) E= 384x3.3 I 1 23 � I � 24x► ��I ---I 1 I` IE 8 (w) w = 3a•aga t� IE 8" (IN) NE = 384- 63�.13gy PAD = .395.5 1 PAD = 395.0 I I I � I I 1 I I I� T� ,15'+w i t .rsa � � i I I I 1- E I I �D = 396:0 I I E � 410 �r�i � 385 29-F 95.GG y8 Z 380 0 Q' SEC. ��� I ill . �� I Y. � �l V �. � � ? I l� .l VI. J U JOi O U' �//�/� •f�/�J � 3 � ut�r Liss r?THF�w l� F Kor�D VERTICAL 1. _ 5� _ o� _ ®� /� 395 390 VE TICAL DATUM R ..:. � � a � � � � o N � Q � - > ; m � 385 29-F 95.GG y8 Z 380 0 Q' SEC. ��� I ill . �� I Y. � �l V �. � � ? I l� .l VI. 13 +20 12 +80 -il -�� &6< ww/o�ti -dikb �.- u 12 +�0 12 +00 n +so n +�o �o +so -• � 10 +� 10 +� I I I . IZ r� _. �I I� ELII m 1 - - ,`` `) ���, �� \\ \ \\ V 410 405 �'�/�% 395 390 385 380 �i1 �°i� :: �: .::: :::: :: ,- .: �!V A T E R 9U:It7 pER P1k/�j .... .SCALE.: HORIZONTAL I" = 20 .. .:. __ . :: -: �. �:i BACKWATER VALVES INSTALLED ON THE SIDE SEWER. ut�r Liss r?THF�w l� F Kor�D VERTICAL 1. _ 5� _ SCALE : 1' = 20 _ ®� /� I b VE TICAL DATUM R ..:. � . -. ..... II ¢.. � � � ;. R J Q o3 9 +9-�-�- g ►. i l� I BENCHMARK ; ;.. ....:..... ... ..... ...... ........ :. .... ..:...: ............ .... ...... .;.... .. - �: �flL LAND COMPACT ROADWAY STAB ^-,-^- - -. � � � � cZV W W ,Ww' ,- ,... E NDLNy7 FORE N ?i.8- ' '. 4i:�m _ ,.,... II. is :::- .:..::: ::::::: i:: � y Z .. .._. _... ;.. ,.: ;: _ ... _ BEFORE EXCAVATION ( . °TA. x07.0.. 7f'sL INSTALL ATION:DF:W.4TER "LNE: Ft�EnnFRTON'aVr•. N:E. ):. � Z:�..al.. I�_n � 0:0�. z � o :FILL ;AND : CQMPACT ,ROADWAY ;.....: - SS a N Z O SITE: SET COTTON GIN SPIKE 19.1 ' SOUTHWEST OF THE WEST COLUMN OF GATE. ELEVATION= FEET. ........ N U p :.... I . PRISM TO FINISHED ,GRADE ::: ; :::::. .: :: :: _ f!(41 393. /_t os _ ro IL J O11WlJ d W � 2 Z � ¢ ` BEFORE:EXCfiVATl01V :FOR : INSTALLATION: OF WA:TER:LINE , I fE 8" :(O:U)) c :- :379.1;: 37x7 35bElE 8 "'(IN) :W __ �:� • �„ �. m . ! v Z o , : ; N� 2ND � EXISTING.. _: IL a (IN) h s�4 z6..r N ®TE = iQ:w_i¢ -.. (� U .�.. z N W � ro Z °' ":' .:.. _: ":FINISHED:_. :'... ,: GRADE .. ......;•GRADE :...... _.. ,:. - - - - _ ut c� 1n ��.M.. :N�N�ui� ®r'°°f- ... .:. - - -- -. ®a PLAN AND � > o:. �w� � Doti _- .- -.-- =-- - - -.- .. 6" CLEAR :. �� - (A .. .:.:..� a. ....... 36 MIN .......... .(MIN.) -- n W :: - ;. .. .::6 CLEAR:: :;: ' : 6,,: CLEAR MIN:. :. ( ) ::::' .::: ; ::::: :COVER: :. 5LF 8 D.I;P. .. - -_ -r� "_ .. BY: .. - LLI � :::. .. :.:::(MIN.) . , _T : � -- - -� - ; .. - _- -�-I -- .. , . --- �� .:� -- -, ... - --- ... .. 25 , .. , - .. :.. STA. i +10.2t, 12.0'1 R W Z - ....... 69LF '8 D Its..; :.. _ - -- -'-- - _.__ � - ; . ? ;. ,� ¢.•- _Z_ _ _ ;.. Q ;� _:. _.:._:. _.:.0 _1acF GtrV., ✓E. �v EJ _:.. s-� � � � ' � N� - � - 1.0/ 'nl ,INC- &� (�,r' U ' : i : .7104•$•:: �7fF 8'PVC .:: m¢ ®." s > "? °� ti � � > p: M .: 1 8x8" VERTICAL CROSS (MJxFL) . i► S=6-BBSB- ........ _ }- __ _ � N_ - o � ? II �... .._..... ,... C � Z. II �, � 2 p -r r _ _ _ ®� � "� _. ... 1 8 BLIND FLANGE: t' .O $ � ... �..� ¢ ... � . p Z II J _ 1 8 BOND FLA NCE W /2„ -TAP AND - r . L .._ : - A012t.87.01 0.2 $: R • ° � ^ • STA: ,z•rv� -rr :: � � � STA. 12+64.91 12.00 R ::: � � - 288LF:8 SS � ;PLUG � � - � � � � 1 2 TEMP BLOW -OFF ASS'Y - C90Q OR DUCTILE O -D/�j CENTERLINE: N;E 2ND LN = N.E. 2ND LN 7ROn1 PER C Q R STD. DTL 8095 S =O:B}�3_ CONNECTION DETAIL i SHEE 33B T- ,_,- _•_,�,L - Z (STA, 30+ 11 63 14.44 R 2 - , _..:...: .:ANAGORTES L�N� N E) _ :..�yh N �..�..� ANA$ORTES LN NEE:) - :..:..N z .:..; ...:._: _....;... ._...._.. ....:...N � �^ ....:..:� ¢ :...:. � : _ z..:. ...Z , d G .:.__.. .;.. l8. 33�/,6'i RIMH aN ®:vN W CONC. BLKG. ' . 4 Gov EXISTING `� ELEVATION ®�N ::: : O ��� + Q ��W. ®o N. �rOl^ � CM o `t•8 989 Ifo.. ( . T) E. - :38.4.�Fr ¢ "� -,3=� > "� o ,3 -8" GA 1E YALVES FLxMJ ®'"� Z : ( )�Q "� %�. CENTERLINE ; K1 Q .. _ <�' > "T p 2 � m� � � >:r`�ooa¢ O � o „� ®� + rn :: o. ®pF- S.� 5N 38921 IE�B IN !W�= 384.i v~i II�� ( ) > 39y 24 IE .8 ": (IN) D!t' =384 -9-,3( Qv~i z p- u PROPOSED FINISHED � � III. CENTERLINE ELEVATION � <`� Z II � e � >r�o W: �' � zit -' <� z II ° :,�; °� :. �> M o: . .. m.: g N O n:: W _'MEN a.r7.. <00 OO pp MO WM.. :cp : :: ro;� QO O '�:O �O 'nN �0. -�'W :: O 0.:sue Nry.. �N O.h.. NOj- -10.� .. Oµ .. :nom � r; ro of v v ad:.. .. vy: � ,t: vi uj En:uj rnrn rn�... rn:m rnm mp mom.. �rn Mr.� MM. M'M :MM :. MM Mme.. M'M � h �� .. �� . m� .... rnq rnp... rn;�. rn:m ..°'rn - ..Mr"1 Mr7 M:M. -M.M ...MM � n:� �;r; ?ro ....: of � ... �qj . . rna,... rn:p. .rn:rn rn� .. �rn :: Mn�... Mr7. Mr7 ...MM MM M. 13 +20 12 +80 -il -�� &6< ww/o�ti -dikb �.- u 12 +�0 12 +00 n +so n +�o �o +so -• � 10 +� 10 +� I I I . IZ r� _. �I I� ELII m 1 - - ,`` `) ���, �� \\ \ \\ V 410 405 �'�/�% 395 390 385 380 �i1 �°i� NOTE %k LOTS 24 -29 AND LOTS 32 -34 REQUIRE BACKWATER VALVES INSTALLED ON THE SIDE SEWER. zo o to 20 ao y /y; � ®, GRAPHIC SCALE SCALE : 1' = 20 _ ®� /� KEY MAP SCALE � 1" - 200' exaiRes: MAY 6, 2007 � r ® J Q � 00 W O a � °,°WU ��WN N�Z OZO�X�mU d°���LL��i� bA � � � �-+ b U �� Cd • r-I • .� ' � � � a �� �o � �� � , w Q W .� .-... i y � L� a I Z q�.�lr � rf�.. 1 � •�4 a ' _l BASIS OF BEARING M W m - f w '�? fi6 i � � I b VE TICAL DATUM R s � � � CITY OF RENTON, NAVD 88 CONTOUR INTERVAL = 2' R J x Qo g ►. i l� I BENCHMARK o � � J.I BASE: KING COUNTY POINT � RENT1852: � � � � U � ,Ww' FOUND PUNCH IN 3" KING COUNTY SURFACE BRASS DISC AT THE STREET OF AVE. SE MARKING THE � � � o� rn N ' '. INTERSECTION NE 4TH STREET AND 148TH W.M. _ W S� � ` NORTHWEST CORNER OF SECTION 14, TOWNSHIP 23N., RANGE SE., ELEVATION= 454.78 FEET. � (7 Q � rn 3 � DATUM OF 1983/1991 (NAD 83/91) GRID COORDINATES tNERE FOUND TO 5 G �A ¢ v �W� �/\ ss SITE: SET COTTON GIN SPIKE 19.1 ' SOUTHWEST OF THE WEST COLUMN OF GATE. ELEVATION= FEET. V� � I " W r//a��a O�C � � Z p m N Q 0 .407.96 F LL IL J O11WlJ d BASIS OF BEARING TRUE NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (CPS) LAMBERT GRID WASHINGTON STATE NORTH ZONE COORDINATES. A PROJECT NO,: 02054 CONVERGENCE ANGLE OF 00'58'30.28" COUNTERCLOCKWISE WAS APPLIED AT A PUNCH MARK IN 3" KING COUNTY SURFACE BRASS DISC, DRAWN BY: JQC. F ST ND 148TH AVE. SE AT THE STREET INTERSECTION 0 NE 4TH A MARKING THE NORTHEAST CORNER OF SECTION 15, TOWNSHIP 23 NORTH, ISSUE DATE: 03-07 -05 RANGE 5 EAST OF THE WILLAMETTE MERIDIAN. THE NORTH AMERICAN DATUM OF 1983/1991 (NAD 83/91) GRID COORDINATES tNERE FOUND TO SHEET REV.: 06 -13 -05 BE 180903.998 / 1316622.321 AT THAT POINT. THE INVERSE OF B07H THE SEA LEVEL CORRECTION FACTOR OF 0,999981824 AND THE GRID , I SCALE FACTOR OF 1.000002187 WAS APPLIED TO THE GRID COORDINATES FOR SHOWN GROUND DISTANCES. � � N� 2ND � E 11 N ®TE = 3TA 9+92.81 TO 3TA 13130.00 °` � v ALL WATER METER'S TO BE 1 " 8ANITARY 8EWER AND WATER ®a PLAN AND PROFILE 02054SN101 C2� CHECKED FOR COMPLIANCE RECOMMENDED TO CITY STANDARDS � FOR APPROVAL ,/ �� /lEG2z /h -Tfiil Date ° BY: l'2✓ %�1.cw..a�2_ Date D-S gy. n- QbOoU.li (��wy Date iS�21�o3 /a3-.'j.gL4b0A SCr��OCf Z�2�iS C°D. �1MSa2ar7 UJ•329b00(SCAi�? y6o/ ��" � s-� � _ , -.� - � -