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S-32460F
REVISIONS M ro U z M _ � O�1 IJ11 z +LL o`� � �� � �o � Q /�/y�� ° a � r^ W O a VJ r(� O _+ N r c =Jai LQ�Z =�Z Z W I..1 � � . - li,s O � Q Z Q CII 'O n0 �++ N O 0 y.- ` C 3E v �Za U 1/M'�' A41 U LJ� �C °'o c v� -d \E �N �I •� �, o� a� m � 4a o r- �? I �� o 'o O � U w � o b o o � z 0 5 i" 1 I I I I 1 I � �.�� � I I 8 \ ,,, I I `� i c � � I I � � '� s� _ ` 1 PAD = -403.0 � `.,I j � 1 I I I I I PADJ`-- �402_0� � - I :gam + _ I i , 1 I I i„ WATER METER I !I i - - - -- I v v � �� a � -J '�__ -__ - - -- -J`' I � , I I I (TIP- SEE NOTE) I I I 5= 0.0200 1 I '' � `K �m`,�.:. � -' I _ 1 � \ '° I I I i I I- �` 1 62 I I 61 I , LMIi`(.� t`TYP.) ------ - - - -L- { ro � �� -I -- -- -- \ �, 1PAD = 40t�.5) I PAD = 401.5 I _ _ _ � �� �I��z*..a'� I �... I I.` ��! � 1 I I I - - STA. 33 +91.68, 12.00' R z � �n p� � ,� I I � �'a i _ � 1 '- -I I I '� (---- 7�'ScCfiE�(FL� - - -- � �- �� .� ,7; I j I` , I � �, I I I. / I 7 -8" GATE VALVE (MJxFL) I T �,,� +� � � � I PAD = 404.0 I � � ` 1 I I. I I I,� I 1 -8" ADAPTOR (MJxFL) I `� � ��a � I / I 1� �, 1 INV. =1� � INV. _ �� i -6" GATE VALVE (FLxMJ) I �a �� �`�� I I I I � po � �/y 38LF 6" D.I.P. �, � �I o , � I to <' � I � I 1 1 394.5 li I 395.5 M � �,r' �' a I J-' - - -- -- - -� �9 i I � -� 1 li I \� _ � I � PAD q 403.0 1 -5 1/4„ MVD F.H. ASS'Y ��c� � up � � I � W /GONG. BLKG ) j ��., � � � / - - - - - - I I 1 li I � I l I � - / �s� � �N � - - - - -_ - - -� it � I . - 1 I I "7" I � I SSMH No. 9 / � `� -� �- -- I I I N� - - - J I I - -1 �.; - -J- - - - RIM = i6P.9(r vo2.3v A8 o- �",. %�` � I J/ I I III I v 4 - - - - t � - - - -IE 8° 70D TJ � = 394' " -^ / I I 1 i IE 6" (IN) E =394}4 - I - LOT 40 n e �, -a �- W c=q i _. :. .. .. PROJECT :�� / ox� Kg . Ara / AN W = 1 q�'i ; ;.... BEF..ORE, E1CC.4.VA, .TION;.:FOR.. .\ �� r� � �o _ 131 8 PVC � s =d{a� -� r � � � ' �X a soa a I ' I 1 � 1 W / ^� I.'r� � .91 3 LI( y I�� � I I !t'G : 5.70 I� I 1I �- E �' x .x SrR I20 t 07, Z l 6 I I I � ���� -$ �,W � '� i4 SSNt H # 7 k$PAD = 405.0 � I �' i � , . � s" �, s� � I RtMyoY. ii +> •� III I I {3 xa<� � - Tg . � I I I 39y 13 E Q -P�. I I � I I � sz c.� +.,: � I I 3'1'1.13 N .o..m. I j5f '�� °`'�, � �'": � - o � J 394 � oo w 4. p. - - - -J. >I I i `?ta o ��� � i°:. � :� I � 212 LF 8" PVC � �9, I I I '�� 5= 0.0050 - - - - - I I''I b �'2 FY .� - �. I 5 :. I 1 1 1 ��?�� �� �� I PAD - 405 5 1 I I I i i 415. 410 N U 405 � Lll 400 2 U 395 ,TiG�/] SGALE � HORIZONTAL 1' 20 VERTICAL, 1' * 5 _ .. ��. � _. :. .. .. PROJECT :�� 415 ;...:.. ...:.. .:.. ,.::...: ; ;.... BEF..ORE, E1CC.4.VA, .TION;.:FOR.. .\ �� r� � �o L I ' I 1 � 1 W / ^� I.'r� � STA. :33 +91:68..12.00'.R' � �'! � � sT 21 +00.28, 12.00': I I 1 -�' TEE (MJxFLzMJ) I I I '� I I i i Q 1 - - -- - T -� -�/ - - - -- -� � � - -- - -- (\ -- i - / � - - -� �j - � �v � � � � �a R' � I ; I W/ ONC. BLKG. I i 3- GATE (MJxFL) I i II i 1 I � a I 1 -6 G,4TE. VALVE (FLLzMJ) I �; I � �� ,�_ -1 � co ro' ..VALVES r --� - -- - - -J I �I I I I � 1 I I I - - -- I I I f� / _ -_ I_ � °`��a W g� I� � -- -- -- I III � I I � I INV. _ 396.0 � I � I I / / INV. - 397.0 I 16,. PVC � I I � I I �o � �� �� §'�` - �� 1 - - - - - - � I I I I � I � STA. 35+51.61, i.Ot' LI o I i I I I I I i I 1 1 I I i" WATER METER I I I it I I �i�` � , I I MIN..02?� I ( ) I I p I, - h rl ��� °� � � �� '��� � I I I SS CLEaNOUT I ,. I i I I RIM 411.3t I I I �I I I � 1 I I TYP. SEE NOTE ( ) I� I 12 5TORM -j SOLE 8 ": D.1.P, I I li I I J � is F�� � '� IE 8" = 395:20 I I I I I l I I �40�:0 //I I, fI t�l r-� r- _`I -! V I `,1.- I�I I I I 11\���; 138 =1 I �- ,PA0�3-- I `� PAD4O403.0 I I I bAD.4105.t]l ��,�����_�� .�PAD4406.0 I i i 6 CLEAR 1 4oY.o l I � - � � , I I .I I� I I In .,..�.�,r w.,l�,�.�...� =� -- -I I �, _ - , . III 415. 410 N U 405 � Lll 400 2 U 395 ,TiG�/] SGALE � HORIZONTAL 1' 20 VERTICAL, 1' * 5 _ .. ��. FILL AND COMPACT ROADWAY ° rrcl�rvr` Iv nni�r'r�n c.rcnnc � _. :. .. .. PROJECT :�� 415 ;...:.. ...:.. .:.. ,.::...: ; ;.... BEF..ORE, E1CC.4.VA, .TION;.:FOR.. , ::_ , , ....... ELMkURST :.:... ��TT��n,D h�i I"'I � INSTgLLAT10N;OF WATER. LINE W / ^� P® VJ � STA. :33 +91:68..12.00'.R' ; :: 4i R -0 W CHECKED FOR COMPLIANCE T CITY STANDARDS RECOMMENDED FOR APPROVAL ..:..�.. ..__.: ......... .. .............. ....... i 1 -8 "x6° TEE' FL ...... ..... 1 8 GATE VALVE. {MJxFL) N 2 �.z: OI t() I € � .:_. 410 N 1 -8 ": ADAPTOR: (MJxFL) .: ": -J � U' . ... ...L p � 1- a 1 -6 G,4TE. VALVE (FLLzMJ) :. ; : N Z � :a1 �' �_ C? � J OS WJ mN W �N F H ,.4SS Y � : °`��a W J FINISHED :W /GONG. BLVD GRADE W /W/�� F LL _ :: ¢ Z � ¢ W , � _..._. _..: .... _..__ EXISTING 1 -...z. w.z v>.a v 1-_ ... _ vi � _ 40 5 ..GRADE.:. ::: ;. ,. ;.. T II: -JI . - - - - - 12 5TORM -j SOLE 8 ": D.1.P, -- 36 MW (II 6' CLEAR (MIN.). COYER 353LF 8 D.I,P. -- 6 CLEAR (MIN) 126 LF 8" PVC S= 0.0050 p:0310 A.� _.. _.. _..... _395 131LF 8': PVG 5=0•x- RB 33 +3b 88 5:.17 c STA.: 2t�66rP8-- iz^-B�-E- 1 -8" TEE (FL): qp STA s�;��' -_ ! W /GONG BLKG. : : Q z : - : ISSMH No.- 9 :: � : : - 3 -8" GATE VALVES (MJxFL) A6 s7gR.:. - � m...: ro.. z � {, ¢N _. �'a ^ RIM 4H3:BG vo2:3y A9 :...:_ _ 8" S 39484- 393;97 20+ rzr 57A : ^+ �� 3 0 390 � N oro � ° ? ^ rn ti ®M � , � IE (OUT) = IE 6° (IH) E - 394x1 -t- LOT 40 394: 12 E S p.S EXISTING RIM H# : ypy 11 A B CENTERLINE. ELEVATION STA: 35+51.61, 1.0'1 L o ®._'o + m� _ o : ®cl M v1 z II `. - - - - ' � � Q.8• � � - - _ � � � ; IE 8' (IN) E -� 39#- $Cr394 13 E a•'� SS CLERNOUT N � ^� o z p `, � m � > � o PROPOSED FINISHED IE 8" (W N. _394- 56.39y 13 N L.:v GENTERLiNE ELEVATION IE 8'_ (OUT) W.:- 3$¢- ¢£-34y 00wes. a �._...... RIM 411 3t IE 8 ": (QUT) S = 395.20. z� ._.... ,... MN M W T r'7 d�'a0 Op :O p O o:o oo oo.... oo:. �;d a.� �.d- a:<r M+ry t0 cp m O Y:V 'n;47 � 'iN ' N ' r.j N',:j . : N;Nj N oo :oo oo.... o;o. o:o o vd- v..l. a.c �:d- aiv a- 32f80 33f20 33f60 34f00 34f40 34f80 35f20 -• s 20 0 70 20 40 GRAPHIC SCALE SCALE � 1° _ 20 KEY MAP SCALE ; 1 " = 200' WATER BU(LT PER PLAN UNLESS OTHERWISE NOTED vERncAL DATUM CITY OF RENTON, NAVD 88 CONTOUR INTERVAL = 2' QCAI!'`6JA/ARII KING COUNTY POINT # RENT1852: FOUND. PUNCH IN 3" KING COUNTY SURFACE BRASS DISC AT THE STREET INTERSECIION OF NE 4TH STREET AND 148TH AVE. SE MARKING 7HE NORTHWEST CORNER OF SECTION. 14, TOWNSHIP 23N., RANGE 5E., W.M. ELEVATION= 454.78 FEET. sirE: SET COTTON GIN SPIKE 19,1' SOUTHWEST OF THE WEST COLUMN OF GATE. ELEVATION= 40796 FEET. BASIS OF BEARING TRUE NORTH. BASED UPON. GLOBAL POSITIONING SYSTEM (GPS) LAMBERT GRID WASHINGTON STATE NORTH ZONE COORDINATES. A CONVERGENCE ANGLE OF 0058'30.28" COUNTERCLOCKWISE WAS SU FACE BRASS DISC APPLIED AT A PUNCH MARK IN 3" KING COUNTY R , AT THE STREET INTERSECTION OF NE 4TH ST. AND 148TH AVE. SE, MARKING THE NORTHEAST CORNER OF'SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST OF THE WILLAMETTE MERIDIAN. THE NORTH AMERICAN DATUM OF 1983/1991 (HAD 83/91) GRID COORDINATES WERE FOUND TO BE 180903.998 / 1316622.321 AT THAT POINT. THE INVERSE OF BOTH THE SEA LEVEL CORRECTION FACTOR OF 0.999981824 AND THE GRID SCALE FACTOR OF 1.000002187 WAS APPLIED TO THE GRID COORDINATES FOR SHOWN GROUND DISTANCES MAY 6, 2007 �o Cn W � r � Q� OD OOW� ��WN N�jZ a�oW�NQNWQ vac���L�3� aQ V U ' � I-� i AI�j - -�j �3u�r�0� C'D: S'32H`oo(o �L✓, NEp �� 9a�j w 3z�sl2tscl�) ;raNrveo pCT 2 8 205 _ � � to � ': ro � N M O b � ,1 W I n c� � c '� a' ��. n' I� o'�p� 1L��4 ""1aNAL sew PROJECT NO.: 020'54 U '� ,� 3TA. 3a +50.00 To ^ �+'I � � •� U Z ��TT��n,D h�i I"'I � 3ANRARY 8EWER W W .� •� U p.a P® VJ � 1 i AI�j - -�j �3u�r�0� C'D: S'32H`oo(o �L✓, NEp �� 9a�j w 3z�sl2tscl�) ;raNrveo pCT 2 8 205 _ � � to � ': ro � N M O b � ,1 W I n c� � c '� a' ��. n' I� o'�p� 1L��4 ""1aNAL sew PROJECT NO.: 020'54 NO1G `' 3TA. 3a +50.00 To 0 �.�> �" ���r'�r '��af ,,g � ~c ��, �`�'. � .1- Z ISSUE DATE: 03-0%-05 SHEET REV.: 09 -08-05 3ANRARY 8EWER W P® VJ � 1 CHECKED FOR COMPLIANCE T CITY STANDARDS RECOMMENDED FOR APPROVAL Q Date 4 -9 - ©� N M W Date 9 °� os Date m N N a Q a U °o C? � J OS WJ mN W �N Q (5 ¢,. 5 L � °`��a W J ¢��Z W /W/�� F LL p�p mNQO IL JSNa i AI�j - -�j �3u�r�0� C'D: S'32H`oo(o �L✓, NEp �� 9a�j w 3z�sl2tscl�) ;raNrveo pCT 2 8 205 _ � � to � ': ro � N M O b � ,1 W I n c� � c '� a' ��. n' I� o'�p� 1L��4 ""1aNAL sew PROJECT NO.: 020'54 NO1G `' 3TA. 3a +50.00 To ALL WATER METER'S TO BE 1" // �n -ou �® ,® � ®• Ted o`2a � f/e �.�> �" ���r'�r '��af ,,g � ~c ��, �`�'. � .1- DRAWN BY: JCdC. ISSUE DATE: 03-0%-05 SHEET REV.: 09 -08-05 i AI�j - -�j �3u�r�0� C'D: S'32H`oo(o �L✓, NEp �� 9a�j w 3z�sl2tscl�) ;raNrveo pCT 2 8 205 _ � � to � ': ro � N M O b � ,1 W I n c� � c '� a' ��. n' I� o'�p� 1L��4 ""1aNAL sew ANACOR'TE8 PL N.E. 3TA. 3a +50.00 To 3ANRARY 8EWER AND WATER �� t� i/ / w s i i� I ® ® � PLAN AND r�ROr�ILE CHECKED FOR COMPLIANCE T CITY STANDARDS RECOMMENDED FOR APPROVAL 02G54SN106 - -C2d Date 4 -9 - ©� HY: Date 9 °� os Date BY; i AI�j - -�j �3u�r�0� C'D: S'32H`oo(o �L✓, NEp �� 9a�j w 3z�sl2tscl�) ;raNrveo pCT 2 8 205 _ � � to � ': ro � N M O b � ,1 W I n c� � c '� a' ��.