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HomeMy WebLinkAboutS-32460BREVISIONS v N °o U i N a vst O J O � ® � O P� + N � �¢ � ®OJ m =JM3 Q aG J��a v FlJZz� 0�� N a� W HC �� �o 0 N_ O O N Y C w 3 E a S �z r U 5 W ai,i U � �� �'o v� �£_ a �I cN v '� � c U a� 4� � a a� o r� O II o �o 0 a J � U' � � o o � :_ 0 S ' !'.. � \ � � � \ 0 � J4 // .� / PAD = 396.0// / // �� � � \ \ \: ♦ PAD = / % /STA. 16+ 7.35, 8.88' R / /` _ � \ � -� \ ,`' \ \ , ♦ 397.0 st / 1 -8 "x6' TEE (FL) / =sz � � \ \ / P \ \ 1 ♦ 182LF/ // i -8" � VALVE {FLx J) / � _ _ � \ ,( \ � \ / / 1 -8" ADAPTOR (FLxMJ / �� � � � \ \ \ / � `, 8° �i I.�. / 1- 'GATE VALVE ( cMJ / .`i2 `� � �l, � 1 \ . � , \ \.'. \ \ \ i �® '� / / 1 F 6" D.I.P. 1 �1 � 1, /fa l�tH21\ 12.58 L ♦ / / � / / _i\ 1 \ \ \ \ � � / 5 1/4" MVD F.H. AS$'Y/ PAD. = 395.5 1 1 `' - - \ � � O / / � W /CGNC. BLKG / 1' 1 \ \ , \ \ \ � PAD = 395.5 / ST 161 -kid -t / / A8t9tbso6 ro.ABL 1 1 \ 1 \' h' �/ / S H No. 4 / / / sra. -� 1 51 \ \ \ gQ \ � \ / �,��y), , %� / / \ RIM = 395: i8 395.12 A /g SSMH No 3 1 1 \ \ � \ 69LF_� D.I.P. i , �� �jry� � � / SCOUT) SE - /38j71 SAM = �� 3.3.6 y A 8 1 :PAD - 395.5 \ \PAD 395.5 � \" \ � �( � M IE 8" (OUT) SE = 385.�f5-. 19�.• \ � � , /�� IE 8" (WTIt `�38b:�7A.13.1E 8" (IN) NW = 385:+i5'393�.21 6 \m \ � \\ �/ \\ iT� BLOW.O .8.20 R j�� ��� � IE 6" (IN) W - / / � _' 1 1 \ � \ : INV = \ \� i p ``�� ,�� �I _ � � � � � INV. _ � y WATER METER 1 11 \\ \ v � X389.5 .� . � i � � � �� /s _ � � j INV. �L ` 389.5 (TYP�SE�NOTE) INV. _ _ ` � 1 � � � r � � y:(/0 390.0 � -___ � -1 1 11 ��389. -5 _ �\ \ � -- s�'1 � p�P� ���i�' �- J� -rs. _, I. � � MIN. (TYP.) -i - - _ ,. � ! Jn ^'��P.`�$ - .�.` r�'i . - See -®4Bt- �/ � � � a� M„ : a�� � ;���'� ��� .�:� %" 0.0:18 y,.p�PAD T / / � ,. �c �""� � tr, r � ��� 9 �:� � „�.� , §�` .� � �� � �` \ f .. ! 389.5 / / � _ � a* p � �-�'� �9� p �` i 5a, // . // /INV = � � T -� � -, i� r . _� r _ _ - �� \\ - -' �� / / / _/ / / _ � l- _ 1 ♦ / / / STA�16 +02.44. / 389.0 / / �. I -.�� �• � \ / //7.87' R - _ - / / / � �: / / / BEGIN CURVE /' �/_ _/ / /INV. _ � `I ;'°� \ / -\� / / / / � - - _ / / 389.0 ; � 1 � y,� , o� -�-- �� ;STA. "�'f2.82, � ' R �`,. / _ / / ♦ / / 20 / / _ _ , / 22 I -- ---- + -_ --- � -- ---` - vs 22 1 �wb� n� / 1 WATER METER _, .PAD = 395.0 1 ';_ .. .;: j : \ ; W/ �: : �• ♦-r / 'PAD = 395.5 / � Typ, SEE NOTE / / � `� 96307.87 -- \ � / /// // // / / 21 )/ / / I � / END CtIIRVE � ���}" . 4+ .78, 8,71' R �\ ®� // // � � �/ / // PAD = 395.0 / / / I / �i 3es - N VE r� /� - - - - / % ,� � � � I I ; . I I , t %-- TRACT A; wTk- 2' -�is�6 i 410 405 40� N U W 395 W 390 Z J U 385 380 �' ' � 23 %�e '� �� � O � � � >` , \ / � \/\ �, �,\\ � ��\ �A� X13 +35 49 8 81' R 1 �12�1/2 BAND (MJ) W/ NC.1 BLKG p io.g¢ L STA. SSMEi . 2 M =: 393.76 AB. zo o io 20 ao GRAPHIC SCALE. $GALE � 1' r 20 vcv AaA® 8„ - T E = 3ea-8ir 3g 4.62 Ei:8. .�C:ALt I = LVV _ //I 8" (1 W = .38#§1- 39Y•6 %s.•S- _ / - -- /� , �''„ VERTICAL DATUM C w -3? f♦�, CITY OF RENTON, NAVD 88 CONTOUR INTERVAL = 2' OcA1P�Ll� I AO✓ 182LF8 D:I;P. :: :. :: :- �: ::� :: . -. STA. ��16 +37.35�8.88'R -� - �- � � ��: -:� :: 1 8x6 TEE (FL) �C 11. P°°1 ... :.... - 1 . 8 ......GA.TE.._VAL.VE...(ELxMJ). :.:..:. .. .: .> ..............:.. .. .. .. .... ..... .. W 1 8 ": ADAPTOR : (FLxMJ) N 1 6 "GATE VALVE (FLxMJ) :: � .. � . .: .. ; . ; :.. .: ' .:: :: 16LF 8 D.I.P... .. .. ::: - .. ::. :. :: - ... .: ! . ; 1 -5: 1/4" MVD F.H.- t1SS.'Y - � : � .::: :.: .: :: � : � :. w N W /GONG.: BLKG ; � 3N _ rn ¢ -a w�- J :: ::: ::: � : i - : � � � � - ;STA. 14 +2.4.45, 8.20' R 69LF 8 D j.P. - � ' � -.:� FILL A_ND COMPACT ROADWAY � � � � � � � - .. �. ... :.........:.........:... ......:......:::........ aC ... .. .. ;., -.. :. P RISM: TO FINISHED GRADE:: - OFF.:......,: .. 1 -2 BLOW ; STA.: 13 +35.:49. 8 81. Ri 4 m ..... z: ;STA: 16 +0244, '¢. STA 1St- 1.7:96, BEFORE EXCAVATION FOR INSTALLATION OF WATER LINE i =8" 22, aj/2' BEND {MJ) _ .. .... .� ...... � ..7.;8.7.. R _._. EXISTING.. 7.87 .R.: ,.:.. _::.. _ ___ ..._ .._ _._ ,. ; ; .._ yy CGNC. -BLKG: �. #.:: � o . ® co N .. BEGIN CURVE ... , -. � .: GRADE � : :::. .. END. CURVE. .. STA:, 14+33.76, . . i .. . . � e-. e.'• o r-. ..... .... " ' 6 .. ; - CLEAR : FINISHED ...:. GRADE 8.71' k BEGIN CURVE TA, 4 +12.82 6 96° R 5. . 1 trI ? II �: :.. (MIN) .: : - 1 8 ",22 1/2' BEMB (MJ) ____ W CGNC BLKG. ;. --__- ,_ i it _ -= _ - � _ _ ��! 116 8,i_D.6P. - 74 LF -- : !82 iO.�. '181tF 8' PVC Sa8:8B8B- O.00iB3 si S. 094 0. / CLEAR � A S -tBBE F8 C 5- 9-9e59 �VC N A 8 /6± 42 11 12 ,58 L m -7�5� _: STA fBtaFi-+fl4;- ,... -L ,mac SSMH.No. 4 -F _ Z � O S ........ ?::: A6 lYtbs o6 io.98 ! : Q. Ddlki!eti. OQ? _..�$. RIM = 395.-18. 395/2 A.8 IE 8" -(OUT) SE -_ - 38�- $B-3>� ��:^ ($ � N ¢ �` .� ? p ��.-� � io:h STA :tf-h64.3$- -1-1 -BB=t � SSMH; No 3 Q �:M ^ �g 13 +60 gp 10:910 L Q 2 STA. F39�6-1- 6- }^- 1i:BB� -L :IE 8" :(IN) N =. 38.E -1� 38b.8 . ¢. � n o + ¢ ,_^ � ro � RIM ;= 3Q33'S- a93. by A.B. 0 ": ®� in �n ¢ �-: ::SSMH :fVci: 2 � :IE 6 ":(IN) ;W := 38�1$.:A' .::v~i: ....;..(LOT 1.9) ..... . .. Z ll.� � N: M @i.�_�_.. u� z � _._il.,.. IE & (OUT) SE:'° 385- 4r38�19Q lE._ &,,._�(IN) �►`.= 38�5-5:r_.:65.�...Z._ . m �- o .__.... 1pQ ,� o 'RIM :3-48' 393.7b AB _:.��� - -IE 8 (OUT)£ -- 384.Bt•38y.�6 -2 G.b ... ......... cp.__...:... •co :..:....,.. Z ..:... Q > "� 0 ___ 385.20 Nei.6� _ u : ¢ � "� o lE 8" (IN). NW = 38:4:9+ 38Y, 69 a a 157LF 8" PVC yS. � � � n � ? u `-'- EXISTING c~ir ? u d 8#- - � ®�'� : : :: � CENTERLINE ELEVATION :: /1 _ S'G`�L E � HORIZQNTAL Y °'.2O D 0/78 A B :: ¢. ) � ~o - Z II '' _ : ;. _.:. PROPOSED FINISHED .: � CENTERLNE ELEVATION _:...:... VERTICAL_:1 5...:...:. �()� N : � (O : rn; rn m m M' M :. M : M:.. N � d' m: m rn M . M :: M d' .: O. : . m O) rvj : m rni m ao� M:.: .. M; . M: - : M.M m:Nj : : N r^i : M M M:r.j . ���; w[ .rn rn� rn� rn; M:M . M.h M:i�j : M � .. M17 . 16 +40 16 +00 15 +60 15 +20 14;-80 14 +40 1400 13°F60 -� 410 405 N 400 U W 395 111 2 390 J v � 385 380 KING COUNTY POINT � RENT1852: r .,OUN Y SURFACE BRASS DISC AT THE STREET FOUND. PUNCH IN 3" KING T F STREET AND 148TH AVE. SE MARKING THE INTERSECTION 0 NE 4TH NORTHWEST CORNER OF SECTION 14, TOWNSHIP 23N., RANGE SE., W.M. ELEVATION = 454.78 FEET. SITE: SET COTTON GIN SPIKE 19.1' SOUTHWEST OF THE WEST COLUMN OF GATE. ELEVATION= 407.96 FEET. BASIS OF BEARING TRUE NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (CPS) LAMBERT GRID WASHINGTON STATE'. NORTH ZONE COORDINATES, A CONVERGENCE ANGLE -0F 00'58'30.28" COUNTERCLOCKWISE WAS APPLIED AT A PUNCH MARK IN 3" KING COUNTY SURFACE BRASS DISC, D 1 8 AVE. SE AT -THE STREET INTERSECTION OF NE 4TH ST. AN 4TH MARKING 1HE NORTHEAST CORNER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST OF THE WILLAMETTE MERIDIAN, 7HE NORTH AMERICAN DATUM OF 1983/1991 (NAD 83/91) GR ID COORDINATES WERE FOUND TO A POINT THE INVERSE OF BOTH BE 180903.998 / 1316622.321 AT TH T THE SEA LEVEL CORREC110N FACTOR OF 0.999981824 AND THE GRID SCALE FACTOR OF 1.000002187 WAS APPLIED TO THE GRID COORDINATES FOR SHOWN GROUND DISTANCES. � J Cn � W� �- O � >Q � 0 a� � � aoWU Z Z .. In in H C� J�WN N�Z ozO�X�mU 00LLI2d.Q�LIIQ � v � v � � U U .� 1 r� � � � a U � � �� !r°1 � U ��T�ww��JJ n� �C 11. P°°1 (S� •� "" U Pa a N M ro �y n N N 0 'o Iro, :, ��. _ N ' �+ ': ;. . Pj' : N ®TE � ��Oy' +M �`''�.� PROJECT NO.: 02054 ALL WATER METER'S TO BE i" �� , s' / , ° � DRAWN BY: JCic, ® S• / / ®� � I ® ,�, � ,��� ISSUE DATE: 03 -07-05 ie� fai 'R��1�L SHEET REV.: 06 -13-05 l �4 6Rd WHITMAN PL N.E. 3TA. 13130.00 TO 3TA.16i-50.00 SANITARY 8EWER AND WATER WATER Bul LT PER PLAN �''"'v''D UNLESS OTHERWISE NOTED 1F G2054SW02 -C -24 CHECKED FOR COMPLIANCE RECOMMENDED �� //((""������,T,O CITY STANDARDS FOR APPROVAL r�����Date � °j BY: �7 Date �(�IDS By. �� Date 5/21105 �CRi3NEd R3 5 324b0� SCawNEO 0CT 2 8 20U5 C.J . �$ -' -.r' u6 e? JUO1�2067 w- 32.at�oECx�,� <xf- �'f���= - _�,� „C�� /� � °��,:; _ ; � _� ryl g ti. A A, �] 0 Ill �'®^^ VJ, �C a a N W N 'W^�_ VJ F � Q XX� Q �- F'-^ VJ � o0 W U �o J O� J � N O w N c G � � � 3N _ rn ¢ -a w�- J �� w �2 WW� li �p w .n 1L mrnuwia M ro �y n N N 0 'o Iro, :, ��. _ N ' �+ ': ;. . Pj' : N ®TE � ��Oy' +M �`''�.� PROJECT NO.: 02054 ALL WATER METER'S TO BE i" �� , s' / , ° � DRAWN BY: JCic, ® S• / / ®� � I ® ,�, � ,��� ISSUE DATE: 03 -07-05 ie� fai 'R��1�L SHEET REV.: 06 -13-05 l �4 6Rd WHITMAN PL N.E. 3TA. 13130.00 TO 3TA.16i-50.00 SANITARY 8EWER AND WATER WATER Bul LT PER PLAN �''"'v''D UNLESS OTHERWISE NOTED 1F G2054SW02 -C -24 CHECKED FOR COMPLIANCE RECOMMENDED �� //((""������,T,O CITY STANDARDS FOR APPROVAL r�����Date � °j BY: �7 Date �(�IDS By. �� Date 5/21105 �CRi3NEd R3 5 324b0� SCawNEO 0CT 2 8 20U5 C.J . �$ -' -.r' u6 e? JUO1�2067 w- 32.at�oECx�,� <xf- �'f���= - _�,� „C�� /� � °��,:; _ ; � _� ryl g ti. A A, �]