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HomeMy WebLinkAboutS-324604P p � �4 D 0 L �o RI �o LL Z .- 0 o M U z oE (STA. 22 +45.76, ?0.00' L U � ua W -OW z z O� N Y W J � a i- 6 3 -$ GATE VALVES (MJxFL) GRADE J EF �E Z W _J U- a. a. 0 � q4 ar C Q, o� ca N LL + Z Q_ a- > N -Q J J o 0 M 0 � nl �- 0�! =J�� rn 0 00 0 Sz.' O J QQ W It Z W n cc F- >_ U 0 U 0 0 to 4 Cr WwF- ZZ Q cn P p � �4 D 0 L �o U �o LL Z .- 0 o N U z oE (STA. 22 +45.76, ?0.00' L o Z ua W -OW a: �c Y W rna U i- 6 3 -$ GATE VALVES (MJxFL) GRADE J EF �E J fT � N 'c a. a. a, BEFORE EXCA VA PON FOR C Q, o� P p � �4 D 0 J Li U Cl a .OfO 1 STA. 23+14.32, 12.00' L - U z cr (STA. 22 +45.76, ?0.00' L o II o W� Nwnz r z Y W O a U i- 6 3 -$ GATE VALVES (MJxFL) GRADE J J ..J J z W a. a. wwwww BEFORE EXCA VA PON FOR to cd v w o + �0000� • =VISION S 1 1 1 i -- 5' 1 - _ - 1- - ----1 r------- I -_ - - -- ___ - - - -- 1 I I I I I I I I 1 I I I I I i t I 1 I I I I I I 1 I I I I I 1 9 i l I I I I I I 1 1 8 I 1 7 1 1 1 6 1 PAD I I I PAD = 403.0 1 I 1 PAD = 404.0 1 1 1 PAD = 405.0 1= 402.01 1 1 1 1 1 1 1 IINV. = I I I INV. = I I I 1 139 7.0 1 I 398.0 1 I 1 INV - I I 1 I I I I I INV _ 396. q I 1 I I 1 I 1 399.0 1 --� I �- -1 ! r_ - � cV1 - ---A-- 4-- -- -_ -.� -.L _� __L -- - - -- U 1 1 X 1. . 4 W V ° • C 1 1 orl w 1 N.E. ND Cr 9 / 20 00 234LF 8" PVC 1 �x S= 0.0140 - wl x > > 1 00 xis x� x� U - --- _ _ 6" PVC S=0.02( Q t -•4 � MIN. (T) 1 -T- - - - -- _-- - - - 1 1 INV. - 1 I 1 INV. = 1 IINV = 1 1 395.0 II I 396.0 1 1 1397.0 I 1 H 1 I I I a 1 I I I I 10) ,G 1 58 I; I 59 I 1 60 I ► Z. 1 PAD = 401.0 1; PAD = 402.0 I 1 PAD = 403. I Q 1 I I I 420 415 410 so U 405 Lu c�5 400 J 395 U lz 390 SEC. 159 Twpa 23 N., RNGs 5 E. ., W.M. J Li U Cl a .OfO S TA. 21+ 00.28, 12.00' L STA. 23+14.32, 12.00' L - O cr (STA. 22 +45.76, ?0.00' L 0 W BREMER TON AVE. N.E.) o 0 � Nwnz 4' a Y W O a FILL AND COMPACT ROADWAY 0 0 3 -$ GATE VALVES (MJxFL) GRADE J J ..J J J a. a. wwwww BEFORE EXCA VA PON FOR to cd v w o + ®� Q_ a- J J J J -i 0 O 0 nl �- N w rn 0 00 0 In Q 0 U U >_ U U U ---- -- 6" CLEAR ­36 " -MIN. _� -- z z (MIN.) I -__ -- - - -- - -" COVER 6 " CLEAR .......... 00 QQ00 o'+�0 cr cc z z 0 QNv)o� s w>-r>. J w ir H r Of 0.- ZZcr cc Q Q W W 00aa 0000 0 0 W 000 °ssss O W W W W �0000� • =VISION S 1 1 1 i -- 5' 1 - _ - 1- - ----1 r------- I -_ - - -- ___ - - - -- 1 I I I I I I I I 1 I I I I I i t I 1 I I I I I I 1 I I I I I 1 9 i l I I I I I I 1 1 8 I 1 7 1 1 1 6 1 PAD I I I PAD = 403.0 1 I 1 PAD = 404.0 1 1 1 PAD = 405.0 1= 402.01 1 1 1 1 1 1 1 IINV. = I I I INV. = I I I 1 139 7.0 1 I 398.0 1 I 1 INV - I I 1 I I I I I INV _ 396. q I 1 I I 1 I 1 399.0 1 --� I �- -1 ! r_ - � cV1 - ---A-- 4-- -- -_ -.� -.L _� __L -- - - -- U 1 1 X 1. . 4 W V ° • C 1 1 orl w 1 N.E. ND Cr 9 / 20 00 234LF 8" PVC 1 �x S= 0.0140 - wl x > > 1 00 xis x� x� U - --- _ _ 6" PVC S=0.02( Q t -•4 � MIN. (T) 1 -T- - - - -- _-- - - - 1 1 INV. - 1 I 1 INV. = 1 IINV = 1 1 395.0 II I 396.0 1 1 1397.0 I 1 H 1 I I I a 1 I I I I 10) ,G 1 58 I; I 59 I 1 60 I ► Z. 1 PAD = 401.0 1; PAD = 402.0 I 1 PAD = 403. I Q 1 I I I 420 415 410 so U 405 Lu c�5 400 J 395 U lz 390 SEC. 159 Twpa 23 N., RNGs 5 E. ., W.M. 7 V II le) C4 © O .OfO S TA. 21+ 00.28, 12.00' L STA. 23+14.32, 12.00' L N W W ``' Z N.E. 2ND C T cr (STA. 22 +45.76, ?0.00' L 1 -8 00 TEE (FL) BREMER TON AVE. N.E.) ZIIko Q 1 -8" TEE (FL) Nwnz 4' W/CONC. BLKG. 3 -8" GATE VALVE (FLxMJ) N CC N w FILL AND COMPACT ROADWAY II Z 3 -$ GATE VALVES (MJxFL) GRADE PRISM TO FINISHED GRADE -- z 00I 18 7LF 8" RIM BEFORE EXCA VA PON FOR to cd v w o + ®� � (OUT) W 397.95 INSTALLATION OF WATER LINE o0 2 f= �� 1 N W +� FINISHED 0 v W 0+4 NZ�� It ,.�0 2) GRADE a C1� JO(nVERTICAL CL 0 O LJ V U tit) 0z�_ 0Q U a ---- -- 6" CLEAR ­36 " -MIN. _� -- - - ._ (MIN.) I -__ -- - - -- - -" COVER 6 " CLEAR .......... 7 (MIN.) .I.P24 7L F 8 D. Li F 8" PVC S 0.0326 Ll 104L 5 =0.0140 Z 234LF 8" PVC 2 + a ? 00 2 N Q N �N � O ,n -� 40 rn z z Q� �-- ��i� + ��. � 0) Q^ a N,� 2 0�+0 ��� N ®�� Q ��~O 4 0(p � 2 N O O ��� �a �� + o W) ± ®� 00 11 OJ 2 II = STA. 20+87.61, 5.00 R 2 N • O1 �- F- O SSMH #7 EXISTING ? N RIM = 403.86 CENTERLINE ELEVATION IE 8" (IN) E = 394.56 PROPOSED FINISHED IE 8" (IN) N = 394.56 CENTERLINE ELEVA TION IE 8" (OU T) W = 394.46 1 r O1<V ^N d d ^d g r- d O d .Q. d N O N 00 O . 00 0 S N N N 0 0 O O 0 0 O O O O O O O dd '�d dd etd Iti .1 1I 20 +80 21 +20 .21 +60 V II le) C4 © O .OfO Z STA. 23+14.32, 12.00' L N W W ``' Z N.E. 2ND C T cr (STA. 22 +45.76, ?0.00' L w 1 BREMER TON AVE. N.E.) ZIIko Q 1 -8" TEE (FL) Nwnz W/CONC. BLKG + ? + o 3 -8" GATE VALVE (FLxMJ) N CC N w CID 00 0 00 U STA. _ EXISTING �w.� m � � GRADE 36 " MIN. 28LF 8" D.I.P. No. 11 COVER 00I 18 7LF 8" RIM (MIN.) .I.P24 7L F 8 D. Li F 8" PVC S 0.0326 Ll 104L 5 =0.0140 Z 234LF 8" PVC 2 + a ? 00 2 N Q N �N � O ,n -� 40 rn z z Q� �-- ��i� + ��. � 0) Q^ a N,� 2 0�+0 ��� N ®�� Q ��~O 4 0(p � 2 N O O ��� �a �� + o W) ± ®� 00 11 OJ 2 II = STA. 20+87.61, 5.00 R 2 N • O1 �- F- O SSMH #7 EXISTING ? N RIM = 403.86 CENTERLINE ELEVATION IE 8" (IN) E = 394.56 PROPOSED FINISHED IE 8" (IN) N = 394.56 CENTERLINE ELEVA TION IE 8" (OU T) W = 394.46 1 r O1<V ^N d d ^d g r- d O d .Q. d N O N 00 O . 00 0 S N N N 0 0 O O 0 0 O O O O O O O dd '�d dd etd Iti .1 1I 20 +80 21 +20 .21 +60 ROLL200 ON M(4 0p00 le) C4 STA. 22 +86.74, 12.00' L - .OfO �! ^O d d d 1 -8 "x6" TEE (MJxFLxFL) LO U) 1 -6" GATE VALVE (FLxMJ) Q uw 0 14L F 6" D.I.P. > Q Q 00 y 00 CID 00 0 00 U STA. 21+91-60, 5.00' R 1 -5 1/4" MVD F.H. ASS'Y ? SSMH No. 11 W/CONC. BLKG 00I RIM 405.95 �••. Cc Z + ®� .; IE 8 (OUT) W 397.95 _j 0, _j V-- 00 N Q o IE 6 " (IN) NE = 398.05 v W W (LOT 2) rt a C1� JO(nVERTICAL CL 0 O � ROLL200 ON M(4 0p00 le) C4 O d0 .OfO �! ^O d d d d 22 +00 22 +40 8" Pvc --� WALE ONTAL 1' = 20 VEFMAL 1' = 5 M N .00 g0 o d d 22+so 23120 420 415 rl 20 0 10 20 40 GRAPHIC SCALE WALE I'm 20 �R�Ci•A KEY MAP SCALE 1 " = 200' i 1 42 44 45 46 47 i 48 i 3130 I 28 29 \, DATUM CITY OF REN TON, NA VD 88 CONTOUR INTERVAL = 2' BENCHMARK KING COUNTY POINT # RENT 1852: FOUND PUNCH IN 3" KING COUNTY SURFACE BRASS DISC AT THE STREET IN TERSEC TION OF NE 4TH S TREE T AND 148TH AVE. SE MARKING THE NOR TH WES T CORNER OF SECTION 14, TOWNSHIP 23N., RANGE 5E., W.M. ELEVA TION= 454.78 FEET. SITE: SET COTTON GIN SPIKE 19.1 ' SOUTHWEST OF THE WEST COL UMN OF GA TE. ELEVATION= 407.96 FEET. BAW 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 S TREE T 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 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. NOTE ALL WATER METER'S TO BE I" 15 dw 3t244r&0# CHECKED FOR COMPLIANCE RECOMMENDED T CITY STANDARDS FOR APPROVAL Dated =Cs BY: -� Date BY: Date G . D/ 2 PROJECT NO.: O DRAWN BY: Jac ISSUE DATE: 03 -07-05 SHEET REV.: 00 -M -05 N.E. 21D CT ST^. 0+50-00 TO STA. 23 +24.55 SAWARY �R AND WATER PLAN AND r C26 cc : s• srv�o�4 c�✓) �� w A L Q 3 z 0 05 0 EXPIRES: MAY 6, 2007 LO U) co o Q uw 0 > Q Q 00 y 00 CID 00 0 00 U p � ZZ 11J ,! � N� J 0 W N � W 00ft% 00I apZoNXNWU Q II.IL �••. Cc Z 0 U CD o D W _j 0, _j V-- 00 N 0 0 3 v W W m�_j Z NWW OLL rt a C1� JO(nVERTICAL CL 0 O � U U a PROJECT NO.: O DRAWN BY: Jac ISSUE DATE: 03 -07-05 SHEET REV.: 00 -M -05 N.E. 21D CT ST^. 0+50-00 TO STA. 23 +24.55 SAWARY �R AND WATER PLAN AND r C26 cc : s• srv�o�4 c�✓) �� w Q 3 z Z 0 0 Q N 4 N I N 04 v X Q II.IL �••. Cc Z 0 U CD o D W _j 0, _j V-- 00 N 0 0 3 v W W m�_j Z NWW OLL rt JO(nVERTICAL CL PROJECT NO.: O DRAWN BY: Jac ISSUE DATE: 03 -07-05 SHEET REV.: 00 -M -05 N.E. 21D CT ST^. 0+50-00 TO STA. 23 +24.55 SAWARY �R AND WATER PLAN AND r C26 cc : s• srv�o�4 c�✓) �� w