The URL can be used to link to this page

Home My WebLink AboutS-32460EREVISIONS M U °o WHITMAN - PL NE. Ow 23 SCALE HORIZONTAL : i' 20 Z p -1 ®+ PAD = 39.0 I i I ' //. a Q c cNO � p �' ; I° / f ro 4 /STA- I STA. 30+23.92, 12.00' R /' �� SSMH No r1 l ANACORTES PL N.E. i / RTM =39836- 398r 38 A.8.,i 13 W /GONG BLKG I I 1 1 -8" 11 1/4' BEND (MJ) \ %, % IE 8" (OUT) SW,- 998-fe 8fG 546 \ \W�ONC: BLKG. / y; / lE 8" (IN) N = /39B �B j 3 .91 N a $. QOz h Q m - -- _- \ TA +41.80, 12.00'/R / IE 6" (IN) E = 98��/ / 384.86E'PAD / _ ° P4D = 1 co � a DfI^9 0 1 I X00.5 J 1 -6i' GATE (P. - ?3LF;6 D.I.P. , / / TI SEE NOTE) -- LL„ W PAD = 39515. II hB +9 9-15 A - aLf H. ASS'Y/ \ , / W/CONC. 813FG I D F W Q w5S,3b a$ STA. 2299 L ANACORTES PL N E W /CONE: BLKG.: o +� CZ .3: G Q Q (STA. I I 1 29y ST A:...:30 +41 80...::12 00 R ..._. ' Q AIR o/ LN) 12 +S7 SSMH N JO� 0:2R m Z :co •• RrzJ W W /yM� ' W Z LL! Et F W.. J � RIM = /394.48 3`1 A.B. IE 8" /(OUT) E - ' 38.16 IE 8j (IN) W 3864 E 389.21 w ' Q: IL IE 8 ° IN NE, =.3?-4--4� 38`1�24N.- 6' (IN SW = 384:43 - 1 -6'.' ::GATE VALVE: (FLcMJ) : -� ,7E ti tiWti1 o z - -- - - - -- _� f 13LF DIP... . 6 1 -5 1/4 "F.H ASSY i QSTA. 30, +11.63, 11.44' H v h �.- a ANACORTES PL NE ' (STA. 12 +64.91 1:00' 6 .. CL E a A, a N. E 2ND LN) 1' -8 "TEE (MJxFLxgL) .I 4 ° A o U- Z/'� N m W/CONC. BLKG. 3 -8" GATE VALV S (M �xFL) / Z N rL of _ 0H OE 3 / -- ,> Z U�a - - -- - -- ^ .5 j ..I (MIN) . } LF 8 PVC S ftv mE 9I cN o II 26, PAD = 397.`0 E IBLF. 8 DIP : . �•1- 0 m �. 2 - id 40 � ° �g N 410 II _ N I 405 � U 0 Q 400 a o a 6 a z 0 5 of b; 395 M , W 1 / 18LF S' D.I.P. W I (TAP Z 13LF 8" D.I.P. _ I I _ l Y":;az.iffi'ae..x.*I• _j 34 r 1 /1 I PAD = 395.5 I y< wu. I I/' - -I-- - -- - -- - -- J 1 392.0 INV.. 306 - I I I 393.Oi I I I I INV I I INV. 1= 1 - -I - -- -- I .I I Is l J I I 39.0 I 95.Q 1 1 1 I I ii 'I I �'I WATER' METER I I f' 1 I i1hP. SEE NOTE) I 1 \> I I Y8 1 I i 1, 1 35 I 11 1 ; 36 I I I, 3'% I I I PkD 401.0 33 PAD = 398.0 I I I PAD = 399.0 1 __ 1' PAD 400 I I 1 I I PAD = 396.5 I I I 91 I 1 1' STA. 30 +11.63 14 44' R SCALE HORIZONTAL : i' 20 SEC. 15, TWVP. 23 N, RNG. 5 E., W.M. ' ' l 49 50 ! %/ 64 (STA. 12 +64.91 12 00' R: N.E...2ND...LN)... l PAD = 395.5 � � \� , � % / "'%A8 Pyqp = 3970 2toc7S 4o�C2 f l 4 i 8" EE (MJxFLxF ), i I 1 /STA- I STA. 30+23.92, 12.00' R /' �� SSMH No r1 l ANACORTES PL N.E. i / RTM =39836- 398r 38 A.8.,i 13 W /GONG BLKG I I! I 1 1 -8" 11 1/4' BEND (MJ) \ %, % IE 8" (OUT) SW,- 998-fe 8fG 546 \ \W�ONC: BLKG. / y; / lE 8" (IN) N = /39B �B j 3 .91 N a $. I '� 6 I J� 1 P2 1 \ TA +41.80, 12.00'/R / IE 6" (IN) E = 98��/ / 384.86E'PAD / - 990 -I (jI P4D = 1 -30 LOP 37 / a,8. 1 - &ux6 ""FEE- (b1JxFL VALWI J) 1" WATER METER A 0 1 I X00.5 J 1 -6i' GATE (P. - ?3LF;6 D.I.P. , / / TI SEE NOTE) EXISTING F . 9-15 A - aLf H. ASS'Y/ \ , / W/CONC. 813FG crj I 1 _ W /CONE: BLKG.: V = / ' - 391.0 .1 / Q - 11 /� I I 1 C _ c ST A:...:30 +41 80...::12 00 R ..._. ' FINISHED GRADE W m Z :co •• RrzJ W W /yM� „SAP - 3L�8o'� L�yE �....w: W W , W 1 / 18LF S' D.I.P. W I (TAP Z 13LF 8" D.I.P. _ I I _ l Y":;az.iffi'ae..x.*I• _j 34 r 1 /1 I PAD = 395.5 I y< wu. I I/' - -I-- - -- - -- - -- J 1 392.0 INV.. 306 - I I I 393.Oi I I I I INV I I INV. 1= 1 - -I - -- -- I .I I Is l J I I 39.0 I 95.Q 1 1 1 I I ii 'I I �'I WATER' METER I I f' 1 I i1hP. SEE NOTE) I 1 \> I I Y8 1 I i 1, 1 35 I 11 1 ; 36 I I I, 3'% I I I PkD 401.0 33 PAD = 398.0 I I I PAD = 399.0 1 __ 1' PAD 400 I I 1 I I PAD = 396.5 I I I 91 I 1 1' 410 405 N. 400 W W 395 z � 390 v C 20 0 10 20 40 GRAPHIC SCALE SCALE: 1'= 20 KEY MAP S LE 1" - 200' � xaL 6 (3 \05 EXPIRES: MAY 6, 2007 rjj00 LI0 0 In (✓ 3 00 00 0 Z Z .. (- L �_ �0WN Fn -1 oz0zk mU h bA �u W � bj)�j cd U P CA - VERTICAL DATUM c 1N'f1 fedi CITY OF RENTON, NAVD 88 CONTOUR INTERVAL = 2' ccs l ."w AA cv KING COUNTY POINT III RENT1852: FOUND PUNCH IN 3" KING COUNTY SURFACE BRASS DISC AT THE STREET INTERSECTION OF NE 4TH STREET AND 148TH AVE. SE MARKING THE NORTHWEST CORNER OF SEC77ON 14, TOWNSHIP 23N., RANGE 5E., W.M. ELEVATION= 454.78 FEET. SITE: 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 00'58'30.28° COUNTERCLOCKWISE WAS APPLIED AT A PUNCH MARK IN 3" KING COUNTY SURFACE BRASS DISC, AT THE STREET INTERSECTION OF NE 47H ST. AND 148TH AVE, SE, OF SEC ON 15 TOWNSHIP 23 NORTH MARKING THE NORTHEAST CORNER P , RANGE 5 EAST OF THE WILLAMETTE MERIDIAN. THE NORTH AMERICAN DATUM OF 198311991 (NAD 83191) 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 STA. 30 +11.63 14 44' R SCALE HORIZONTAL : i' 20 ANACORTES LN N.E. AL 1' 5' VERTIC = ....... (STA. 12 +64.91 12 00' R: N.E...2ND...LN)... FILL_ AND COMPACT ROADWAY 4 i 8" EE (MJxFLxF ), PRISM TO FINISHED 6RADE i W /GONG BLKG BEFORE EXCAVATION: FOR z 3 -8 GATE :VALVES (MJxFL) INSTALLATION OF WATER LINE II .o..o_ .. ................ ...... ....... N o 2. STA 130+23.92, 12.00' R EXISTING F . ANACORTES LN N.E. 1 -8 11 1/44 BEND (H1J) crj GRADE O.2 .1 Z W /CONE: BLKG.: U 000 J OS / owEv .: .... ... ...; C _ c ST A:...:30 +41 80...::12 00 R ..._. ' FINISHED GRADE W m Z :co •• RrzJ W W /yM� 1 -8 "x6 TEE : (MJxFL 0 Q 0 U.. JmNd N w. l 1 -6'.' ::GATE VALVE: (FLcMJ) : ti tiWti1 13LF DIP... . 6 1 -5 1/4 "F.H ASSY i _ H v h �.- ; W/CONC BLKG 6 .. CL E r �.. `COVER' W) 36 MIN _- _ 353LF I FA PV - -- - -fib - 6" CLEAR ..I (MIN) . } LF 8 PVC S CID IBLF. 8 DIP : . �•1- 0 m �. 2 - Qti AS.... 5 GG 4.82 L :. M ¢ ,°p� N Z -moo Z k Z O 3 y STA rQ-i-ssa: "i QV I ,4 M E ¢ m Z tb r ,F ¢> o II v Z -� �g:: 32 +06.75 y /O ,R 06 u ANACORTES LN 2 +¢7OI: ^` ", : :SSMH O 2S R- (STA 12- Q M _ _ _ _.: _ _ _ ��r7~O NO. 8 WOE 2ND.: LNJ.. ..:.- SSMH No: 1 z It ?.. ....z I( ...... RIM 3J5 Y 3e8.38 A$ .:...:.. IE 8 (OUT) SW - J9 .le 389 82 S4Ti• RIM - 394 49 3991.4q A131 : - - - EXISTING - - IE 8" (IN) N = 39BRe 389.91 f4I AC+l. IE 8" (OUT) El 381.94 384,16 E CENTERLINE ELEVATION 1E 6° (IN) E 389:86 E A.$• IE 8" (IN) W -3863 381 21 WA8 IE 8" (IN) NE = 384 43 384 24 N40. LOT 37 PROPOSED FINISHED CENTERLINE ELEVATION 6° (IN) SW r 44.': o) MME ro:rn o,ro ui ,n..j .r o m 0) p 0XI m Mp M MW 00ro tOU - - ° v 'ncv . 1,,6 00 I< rn0) . M: q� MM 410 405 N. 400 W W 395 z � 390 v C 20 0 10 20 40 GRAPHIC SCALE SCALE: 1'= 20 KEY MAP S LE 1" - 200' � xaL 6 (3 \05 EXPIRES: MAY 6, 2007 rjj00 LI0 0 In (✓ 3 00 00 0 Z Z .. (- L �_ �0WN Fn -1 oz0zk mU h bA �u W � bj)�j cd U P CA - VERTICAL DATUM c 1N'f1 fedi CITY OF RENTON, NAVD 88 CONTOUR INTERVAL = 2' ccs l ."w AA cv KING COUNTY POINT III RENT1852: FOUND PUNCH IN 3" KING COUNTY SURFACE BRASS DISC AT THE STREET INTERSECTION OF NE 4TH STREET AND 148TH AVE. SE MARKING THE NORTHWEST CORNER OF SEC77ON 14, TOWNSHIP 23N., RANGE 5E., W.M. ELEVATION= 454.78 FEET. SITE: 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 00'58'30.28° COUNTERCLOCKWISE WAS APPLIED AT A PUNCH MARK IN 3" KING COUNTY SURFACE BRASS DISC, AT THE STREET INTERSECTION OF NE 47H ST. AND 148TH AVE, SE, OF SEC ON 15 TOWNSHIP 23 NORTH MARKING THE NORTHEAST CORNER P , RANGE 5 EAST OF THE WILLAMETTE MERIDIAN. THE NORTH AMERICAN DATUM OF 198311991 (NAD 83191) 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. G A NOTE Tea PROJECT NO.: 02054 ALL WATER METER'S TO BE 1" /. DRAWN BY: JC3C AS, I® < -isms ISSUE DATE: 03-07-05 0 ®L 1 = ?(4j SHEET REV.: 06-13-05 (5z1A�a 6�/ ANACORTES PL N.E. STA 20+96.40 TO STA. 32 +50.00 SANITARY SEWER AND WATER WATER BUILT PER PLAN P'N'4Np UNLESS OTHERWISE NOTED 02054SW05 -C27 CHECKED FOR COMPLIANCE RECOMMENDED �7 TO CITY STANDARDS FOR APPROVAL I✓c�/ri Date BY: ( Z 2/ S : C27 n *Oui Date 92tiD--15 A3= 5- 3iAbo6 �CAPINED JJN % 1a 4WI w -324b »(sc sca:NwEO wr E 8 ?005 cry otp I n a � V 0 O ®� N W N N F LL crj g Z U 000 J OS W J mN rn C _ c ON3N � -v W� W •• RrzJ W W /yM� 0 Q 0 U.. JmNd COORDINATES FOR SHOWN GROUND DISTANCES. G A NOTE Tea PROJECT NO.: 02054 ALL WATER METER'S TO BE 1" /. DRAWN BY: JC3C AS, I® < -isms ISSUE DATE: 03-07-05 0 ®L 1 = ?(4j SHEET REV.: 06-13-05 (5z1A�a 6�/ ANACORTES PL N.E. STA 20+96.40 TO STA. 32 +50.00 SANITARY SEWER AND WATER WATER BUILT PER PLAN P'N'4Np UNLESS OTHERWISE NOTED 02054SW05 -C27 CHECKED FOR COMPLIANCE RECOMMENDED �7 TO CITY STANDARDS FOR APPROVAL I✓c�/ri Date BY: ( Z 2/ S : C27 n *Oui Date 92tiD--15 A3= 5- 3iAbo6 �CAPINED JJN % 1a 4WI w -324b »(sc sca:NwEO wr E 8 ?005 cry otp I n a � V