Loading...
HomeMy WebLinkAboutS-318705i z C °a a u 5 g m z 0 z_ x 3 y U O V J z 0 z w ar 0 Z U Q I W Z �w O Il < z QY Q �m C] 8 O - v ����mm w w dz c�oao� w � � N d 0_ d a O, 3 w o � � Q � � D rn h O W d m s Q 0 c 0 2 H w z � w o z > p O U U (n o v � w 13 as o rn N� r; o ti � U W O o a O aW z 5 SW 1/4, SE 1/4, SE 1/4, SECTION 10, TWP. 23N., RGE 5E., W.M. SEE SHEET 119 1 1 I PAD. , 89 I I 984 47./i i •SSMH 2\ 1 i i I t, n l I I 1 1 D EL LT I •1 I 1 ` I I. I I 1 I 1 f5 +5511 I L.F. I R!M 477_641 •.I _ I I. I _ 1 I I I 1 �I 71 III 468 0 r6 IE 46 ,.39 i 8: IE 46¢.99 VIN) I.1 I 1 F / 1 ,� I Bw.•lE 466.8 r(QUT) `.. I` 1. I. ? 1 i.. •. I i I:. 1 I 1 ' I i i 113; 114; 11 116 I 117 / I I 1 \ : UP w UCC TO SOUTH 1 97# I 115+142 17/ L.F. 112: 1 gDi I PAD EZ l �AD i PAD EL i PAD EL I PAD EL'. ' I PAD EL PAD EL I PAD £L. PAD EL ` 6 1/E 46 i 36 i PAD i i i 486.5 I 1 490.5 •, i 492.5 i 496.5 ' 4965 j i 902.5 504.0 i 508.0 SOBS',i 90 E .1 481.0 / F. 5125 s. 'I I I I 469.0 1 I PAD EL 1 l• I I 476 0 f' ' ' 1 i '; I 11 `: I Ir i i 3 +631 37 L.F I 2-l� 9 37 L.F. I ! i •'_ s.. 4 +05 . 4 L F I I: 1 1+ 1 L . 1 EX. 12" CONC. 16 IE 48 .5 II ;6 /E1 7.0 6 I! 1 494.50 X143 `3� F 8 37 F I I 1 6 /EI$D $D i;. 16 /E; 473331 t �` �,\ I .� 1 l I �_4 I IE 5077 t r �.. �\ 1 p _ 9m _6 /E 4$8.0 _(LP b i - - I 1 _ - 1 PAD EL 460.5 I I 1`14 01 9'2 PAD EL460.0 i 11 i %/ SSMH 2f \ RIM 477.55 \\ 8: 466.31 ON) 93 I r I �i 8" lE 466.21 (OUT) mV i I m PAD EL 459.0 i i i I \fie I:. Iii II 11 I II \'� RNISH GRADE CONTOURS (Ty p) 'p \C ,_0 J B 4 IRACT PAD EL. 45e.o - I I I v 1 95 PAD EL 457.0 SSMH 201 1� 2 +89.90, 4.56r LT a.` \ RIM 472.56 ° 1 \ 8 /£ 465.50 (IN) ' ` 8' IE 465.40 (OUT) m 1 \ \ - -- - - -SSMH 19 1+98.26, 6.95 LT 456 _ ` \ \ \ ` \ / RIM 471.26 !• - _'.�` 8" lE 463.86 (IN) 8' IE 46376 (OUT) r< SMH 17 _t'� -1� /B? �• %.. \\ \ \� - +8286, 4.77 LT r 1 11 IM 472.61; i IE 463.25 (IN) I£ 463.15 (OUT) / a1r /fJJ 5 +27 13 L. . 4711 PAD EL. 458.0 f Tn SSMH 16 1 - 6 +36.95, 5.85' L T / TRIM 460.89 X 10" 1E 44298 ON)' 10' lE 44288 (COT) 8" IE 442.98 (IN) I S�MH 15 1, 1.99, 9.52 RT ---- _#/M 460.29 10 /E 442.71 IN 10" lE 442.61 (OUT) j 46 ' I PAD £L. - .459.5 I I 1 +96 18 L.F. 6 /E 454.50 PAD � 459.0 it / r "4+07 39 L� : `\ 6 '.IE 47 OO\ '. \\ \ RIM',485.67 - \ SS B lE 477;64 0' \ 2 +: 8- 477.57 (OUT) PAD EY. \ �\ RIM ,4760:. \\ \\ \\': \ \\ �i� 1 \., B' ' PAD: \EL•\ Z \' t t t 475. \ a \ PAD EL, N 6 70.f501 6 /E 456.00 I l 9 '.3 +710135\ F1 1 B 1 \ y. PAD',EL ' 1 PAD EL. `rte v ,1 483.5 `` EXIS77NG GROUND ;1 l CONTOURS T 1P �' - -- - - -/ 1 EL 478.0 i 1 -PAD \ I I ` PAD EL I ; I \ A.. ' r 2o' -2D" 57EEL CASING PIPE GR -B 033 /NCH 7HICK ) \2 +12, 38 L.F. -p -5 'I ICON- CDA7E0). CONTRACTOR TO DETERMINE REQUIRED SIZE AND 1 6rIE 465.42 a PAD: £L ' 474.0 PIPE SUPPORT. PLACE SPACERS ON 1774E WA7ERUN£ AND FILL 774E SLEEVE tMTH SAND. SSMH 18A ZJ; { SSE PROFILE 3 +1235, 40.50 RT RIM 478.01 ' SSMH SHEET -30 1 3 +54.08, ,8.22 LT i 8° IT 471.35 15' PUBLIC SEWER RIM 484.98\ 6 8" lE 471.03, ON) •' `; EASEME _ 8" lE 470.9S,,(OUT) PAD EL' 4745 s lE 465"29 64' -8" PVC.. : - -.' �: I I I I• I i � 6 /E- 4743 1 26`L.F. ` 3+54 23 LF. i i��r� , -6 478.00_ �\ -6 /Etl'482 I PAD EL. i 10 --:9 - O, j 7 i 13 i 474.0 PAD EL `� PAD: EL. I PAD 6L - i [PAD -' '. 1i. PAD EL. 461.5 i 478.0 i`,, 4820 - 486.0. ;. 490.0'. ;DEE SHEET T L W mu \\ _ EX. 12" CONC. 507 0 \ - - -' - - - - -' it SSMH 24 1 +15.59, 8.96 LT RIM 506.72 23`• ( } 8° IE 501.62 (OUT) oo, a TRACT A r 120 ' I :UP F95.0 (IN) F94.90 (OUT) - 1 f EX. 12" CONC. IE 503.8 �_. ,318 704 I t t. f I -.'1. EX. 12° CONC. (1 I IE 502.7 II h; 1 �r I i 7I EX X12" CONC. I 1 _J !;I I I C i' W/ TRANSFORIVER I 1 I o I 11' 1 lI. 1 EX. 12" CONC. IE 504.8 EX 12" CONC. N ORMER i lE 499.3 it \ �'I ! � � EX 12 " CONC. I I lE 498.7 N r 1 I 1SSA593,93.22 EX CB W1 TRASH RACK • RIM 497.18 TOP 495.94 ��• -, 8" IE 489.08'(OUT) fl • : 72" ADS (S) IE 492.42 4 �- zw / .. EX. CB T ` 70P 49734 12" ADS (N.) IE 492.56 12" ADS (E) IE 492.68 UP 12 " ADS (S) /E 49270 ✓y ' t f _ `U -G - -� g UP 21 ;.Q EX POWER POLE PAD EL. 492.0 „'\p I (TO BE REMOVEO) .1 g1nF .IZFWFR f'F7n_S'IZINf, TART -F LOT ,f TOP 6° SS BOTT 8' WA CLEARANCE LOT 4 465.35 467.15 1.8' LOT 5 464.91 466.59 1.7' LOT 6 464.59 466.52 1.9' LOT 112 47331 475.19 1.9' KEY MAP NOT TO SCALE I SCALE: 1" = 40' 0 20 40 80 BENCHMARK /DATUM: Bass OF BEARING` HOR/Z NAD 63/W pTY OF RENTON GIPS CONTROL NETWORK Hamm dTY OF RENTGW AfONIANEN7S aaR./1851 (BASE Paw) AND GRR. X52 HORIZONTAL D47UM: HORIZONTAL MAD 83191 VERTICAL DATUM: VERTICAL- NAVD 88 BEHCIAYARK,• pTY OF REIV7UN SURVEY OON7ROL NETWORK NUMENT /I852 3MO' BRASS SURFACE MONUMENT FOUND AT THE CORNER OF NE 47H 57REE7(SE 128771 ST.) AND 1487H AVE SE 40 '18711 A' SET RR SPIKE IN W. FACE OF U77LITY POKE 8' ABOVE GRADE SE COR OF 597E EL -484r 73W -B' TOW OF 4714' CONC MONUMENT AT NE COR OF 97E EL =519.13 NOTE.• L07S 94 -98 REQUIRE BACKWA7ER VALVES INSTALLED ON THE SIDE SEWER, # NOTE.• THESE L07S REQUIRE SEWER EJECTOR PUMPS FOR BASEMENT POWDER ROOM. SPECIFICATIONS SHALL BE PROVIDED DURING HOME CONSTRUC770N N07E.• ALL PROPOSED SANITARY SEWER MANHOLES SHALL BE 4810 UNLESS OTHERWISE INDICATED NOTE.• SEE SEPARAW WATER PLAN SET FOR WA7ER PLAN AND PROFILE INFORMA77ON mWWOMAWW"ammm. ". LOCA7701V OF EXIS77NG U77U77ES SHOWN IS APPROXIMA7i= AND MAY NOT BE ACCURATE OR ALL INCLUSIVE. IT IS THE CONTRACTORS RESPONSIBIL/Ty TO FIELD VERIFY LOCA7701V OF U77LI77ES PRIOR TO PROCEEDING 747TH CONS7RUC770N, Checked for Comp ionce to City Standards L. -7/Z17 © 2004 TRIAD ASSOCIATES TRIG ASSOCIATES "814115th Ave. NE 1Grldand, WA 980348923 425.821.8448 425.821.3481 fax 800.488.0756 toll free w Ariadassomwm Z Lip !�111 I uj 0I a� 2 �Y 2 V 2 V y i 1 i oa H N U 2 � z � � o � � O O H a I- ^r\' z _ GERALD F BUCK AICP PROJECT MANAGER NIGYC A. YINGER, PLS PROJECT SURVEYOR REBECCA S. CU9IMAN, PE PROJECT ENGINEER "TERY L CWG ASfA PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 4/14/.4 SCALE: HO1.B2.:1' -40' YM.:N /A 1�1f19A S A ��FwGoF µ AS O z 1m C '/359 w C cIONAL 6` STAMP NOT VALID UNLESS SIGNED AND DATED JOB NO. 01-159 Iw � I No �o 0 SHEET NO. 18OF 33 rx scwnlrt I ' f1. 7 u o = IF 6 /E 456.00 I 4 +65 28 L.F...e n. W mu \\ _ EX. 12" CONC. 507 0 \ - - -' - - - - -' it SSMH 24 1 +15.59, 8.96 LT RIM 506.72 23`• ( } 8° IE 501.62 (OUT) oo, a TRACT A r 120 ' I :UP F95.0 (IN) F94.90 (OUT) - 1 f EX. 12" CONC. IE 503.8 �_. ,318 704 I t t. f I -.'1. EX. 12° CONC. (1 I IE 502.7 II h; 1 �r I i 7I EX X12" CONC. I 1 _J !;I I I C i' W/ TRANSFORIVER I 1 I o I 11' 1 lI. 1 EX. 12" CONC. IE 504.8 EX 12" CONC. N ORMER i lE 499.3 it \ �'I ! � � EX 12 " CONC. I I lE 498.7 N r 1 I 1SSA593,93.22 EX CB W1 TRASH RACK • RIM 497.18 TOP 495.94 ��• -, 8" IE 489.08'(OUT) fl • : 72" ADS (S) IE 492.42 4 �- zw / .. EX. CB T ` 70P 49734 12" ADS (N.) IE 492.56 12" ADS (E) IE 492.68 UP 12 " ADS (S) /E 49270 ✓y ' t f _ `U -G - -� g UP 21 ;.Q EX POWER POLE PAD EL. 492.0 „'\p I (TO BE REMOVEO) .1 g1nF .IZFWFR f'F7n_S'IZINf, TART -F LOT ,f TOP 6° SS BOTT 8' WA CLEARANCE LOT 4 465.35 467.15 1.8' LOT 5 464.91 466.59 1.7' LOT 6 464.59 466.52 1.9' LOT 112 47331 475.19 1.9' KEY MAP NOT TO SCALE I SCALE: 1" = 40' 0 20 40 80 BENCHMARK /DATUM: Bass OF BEARING` HOR/Z NAD 63/W pTY OF RENTON GIPS CONTROL NETWORK Hamm dTY OF RENTGW AfONIANEN7S aaR./1851 (BASE Paw) AND GRR. X52 HORIZONTAL D47UM: HORIZONTAL MAD 83191 VERTICAL DATUM: VERTICAL- NAVD 88 BEHCIAYARK,• pTY OF REIV7UN SURVEY OON7ROL NETWORK NUMENT /I852 3MO' BRASS SURFACE MONUMENT FOUND AT THE CORNER OF NE 47H 57REE7(SE 128771 ST.) AND 1487H AVE SE 40 '18711 A' SET RR SPIKE IN W. FACE OF U77LITY POKE 8' ABOVE GRADE SE COR OF 597E EL -484r 73W -B' TOW OF 4714' CONC MONUMENT AT NE COR OF 97E EL =519.13 NOTE.• L07S 94 -98 REQUIRE BACKWA7ER VALVES INSTALLED ON THE SIDE SEWER, # NOTE.• THESE L07S REQUIRE SEWER EJECTOR PUMPS FOR BASEMENT POWDER ROOM. SPECIFICATIONS SHALL BE PROVIDED DURING HOME CONSTRUC770N N07E.• ALL PROPOSED SANITARY SEWER MANHOLES SHALL BE 4810 UNLESS OTHERWISE INDICATED NOTE.• SEE SEPARAW WATER PLAN SET FOR WA7ER PLAN AND PROFILE INFORMA77ON mWWOMAWW"ammm. ". LOCA7701V OF EXIS77NG U77U77ES SHOWN IS APPROXIMA7i= AND MAY NOT BE ACCURATE OR ALL INCLUSIVE. IT IS THE CONTRACTORS RESPONSIBIL/Ty TO FIELD VERIFY LOCA7701V OF U77LI77ES PRIOR TO PROCEEDING 747TH CONS7RUC770N, Checked for Comp ionce to City Standards L. -7/Z17 © 2004 TRIAD ASSOCIATES TRIG ASSOCIATES "814115th Ave. NE 1Grldand, WA 980348923 425.821.8448 425.821.3481 fax 800.488.0756 toll free w Ariadassomwm Z Lip !�111 I uj 0I a� 2 �Y 2 V 2 V y i 1 i oa H N U 2 � z � � o � � O O H a I- ^r\' z _ GERALD F BUCK AICP PROJECT MANAGER NIGYC A. YINGER, PLS PROJECT SURVEYOR REBECCA S. CU9IMAN, PE PROJECT ENGINEER "TERY L CWG ASfA PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 4/14/.4 SCALE: HO1.B2.:1' -40' YM.:N /A 1�1f19A S A ��FwGoF µ AS O z 1m C '/359 w C cIONAL 6` STAMP NOT VALID UNLESS SIGNED AND DATED JOB NO. 01-159 Iw � I No �o 0 SHEET NO. 18OF 33 rx scwnlrt I ' f1. 7 u o = .1 g1nF .IZFWFR f'F7n_S'IZINf, TART -F LOT ,f TOP 6° SS BOTT 8' WA CLEARANCE LOT 4 465.35 467.15 1.8' LOT 5 464.91 466.59 1.7' LOT 6 464.59 466.52 1.9' LOT 112 47331 475.19 1.9' KEY MAP NOT TO SCALE I SCALE: 1" = 40' 0 20 40 80 BENCHMARK /DATUM: Bass OF BEARING` HOR/Z NAD 63/W pTY OF RENTON GIPS CONTROL NETWORK Hamm dTY OF RENTGW AfONIANEN7S aaR./1851 (BASE Paw) AND GRR. X52 HORIZONTAL D47UM: HORIZONTAL MAD 83191 VERTICAL DATUM: VERTICAL- NAVD 88 BEHCIAYARK,• pTY OF REIV7UN SURVEY OON7ROL NETWORK NUMENT /I852 3MO' BRASS SURFACE MONUMENT FOUND AT THE CORNER OF NE 47H 57REE7(SE 128771 ST.) AND 1487H AVE SE 40 '18711 A' SET RR SPIKE IN W. FACE OF U77LITY POKE 8' ABOVE GRADE SE COR OF 597E EL -484r 73W -B' TOW OF 4714' CONC MONUMENT AT NE COR OF 97E EL =519.13 NOTE.• L07S 94 -98 REQUIRE BACKWA7ER VALVES INSTALLED ON THE SIDE SEWER, # NOTE.• THESE L07S REQUIRE SEWER EJECTOR PUMPS FOR BASEMENT POWDER ROOM. SPECIFICATIONS SHALL BE PROVIDED DURING HOME CONSTRUC770N N07E.• ALL PROPOSED SANITARY SEWER MANHOLES SHALL BE 4810 UNLESS OTHERWISE INDICATED NOTE.• SEE SEPARAW WATER PLAN SET FOR WA7ER PLAN AND PROFILE INFORMA77ON mWWOMAWW"ammm. ". LOCA7701V OF EXIS77NG U77U77ES SHOWN IS APPROXIMA7i= AND MAY NOT BE ACCURATE OR ALL INCLUSIVE. IT IS THE CONTRACTORS RESPONSIBIL/Ty TO FIELD VERIFY LOCA7701V OF U77LI77ES PRIOR TO PROCEEDING 747TH CONS7RUC770N, Checked for Comp ionce to City Standards L. -7/Z17 © 2004 TRIAD ASSOCIATES TRIG ASSOCIATES "814115th Ave. NE 1Grldand, WA 980348923 425.821.8448 425.821.3481 fax 800.488.0756 toll free w Ariadassomwm Z Lip !�111 I uj 0I a� 2 �Y 2 V 2 V y i 1 i oa H N U 2 � z � � o � � O O H a I- ^r\' z _ GERALD F BUCK AICP PROJECT MANAGER NIGYC A. YINGER, PLS PROJECT SURVEYOR REBECCA S. CU9IMAN, PE PROJECT ENGINEER "TERY L CWG ASfA PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 4/14/.4 SCALE: HO1.B2.:1' -40' YM.:N /A 1�1f19A S A ��FwGoF µ AS O z 1m C '/359 w C cIONAL 6` STAMP NOT VALID UNLESS SIGNED AND DATED JOB NO. 01-159 Iw � I No �o 0 SHEET NO. 18OF 33 rx scwnlrt I ' f1. 7 u o = KEY MAP NOT TO SCALE I SCALE: 1" = 40' 0 20 40 80 BENCHMARK /DATUM: Bass OF BEARING` HOR/Z NAD 63/W pTY OF RENTON GIPS CONTROL NETWORK Hamm dTY OF RENTGW AfONIANEN7S aaR./1851 (BASE Paw) AND GRR. X52 HORIZONTAL D47UM: HORIZONTAL MAD 83191 VERTICAL DATUM: VERTICAL- NAVD 88 BEHCIAYARK,• pTY OF REIV7UN SURVEY OON7ROL NETWORK NUMENT /I852 3MO' BRASS SURFACE MONUMENT FOUND AT THE CORNER OF NE 47H 57REE7(SE 128771 ST.) AND 1487H AVE SE 40 '18711 A' SET RR SPIKE IN W. FACE OF U77LITY POKE 8' ABOVE GRADE SE COR OF 597E EL -484r 73W -B' TOW OF 4714' CONC MONUMENT AT NE COR OF 97E EL =519.13 NOTE.• L07S 94 -98 REQUIRE BACKWA7ER VALVES INSTALLED ON THE SIDE SEWER, # NOTE.• THESE L07S REQUIRE SEWER EJECTOR PUMPS FOR BASEMENT POWDER ROOM. SPECIFICATIONS SHALL BE PROVIDED DURING HOME CONSTRUC770N N07E.• ALL PROPOSED SANITARY SEWER MANHOLES SHALL BE 4810 UNLESS OTHERWISE INDICATED NOTE.• SEE SEPARAW WATER PLAN SET FOR WA7ER PLAN AND PROFILE INFORMA77ON mWWOMAWW"ammm. ". LOCA7701V OF EXIS77NG U77U77ES SHOWN IS APPROXIMA7i= AND MAY NOT BE ACCURATE OR ALL INCLUSIVE. IT IS THE CONTRACTORS RESPONSIBIL/Ty TO FIELD VERIFY LOCA7701V OF U77LI77ES PRIOR TO PROCEEDING 747TH CONS7RUC770N, Checked for Comp ionce to City Standards L. -7/Z17 © 2004 TRIAD ASSOCIATES TRIG ASSOCIATES "814115th Ave. NE 1Grldand, WA 980348923 425.821.8448 425.821.3481 fax 800.488.0756 toll free w Ariadassomwm Z Lip !�111 I uj 0I a� 2 �Y 2 V 2 V y i 1 i oa H N U 2 � z � � o � � O O H a I- ^r\' z _ GERALD F BUCK AICP PROJECT MANAGER NIGYC A. YINGER, PLS PROJECT SURVEYOR REBECCA S. CU9IMAN, PE PROJECT ENGINEER "TERY L CWG ASfA PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 4/14/.4 SCALE: HO1.B2.:1' -40' YM.:N /A 1�1f19A S A ��FwGoF µ AS O z 1m C '/359 w C cIONAL 6` STAMP NOT VALID UNLESS SIGNED AND DATED JOB NO. 01-159 Iw � I No �o 0 SHEET NO. 18OF 33 rx scwnlrt I ' f1. 7 u o = Lip !�111 I uj 0I a� 2 �Y 2 V 2 V y i 1 i oa H N U 2 � z � � o � � O O H a I- ^r\' z _ GERALD F BUCK AICP PROJECT MANAGER NIGYC A. YINGER, PLS PROJECT SURVEYOR REBECCA S. CU9IMAN, PE PROJECT ENGINEER "TERY L CWG ASfA PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 4/14/.4 SCALE: HO1.B2.:1' -40' YM.:N /A 1�1f19A S A ��FwGoF µ AS O z 1m C '/359 w C cIONAL 6` STAMP NOT VALID UNLESS SIGNED AND DATED JOB NO. 01-159 Iw � I No �o 0 SHEET NO. 18OF 33 rx scwnlrt I ' f1. 7 u o = z � � o � � O O H a I- ^r\' z _ GERALD F BUCK AICP PROJECT MANAGER NIGYC A. YINGER, PLS PROJECT SURVEYOR REBECCA S. CU9IMAN, PE PROJECT ENGINEER "TERY L CWG ASfA PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 4/14/.4 SCALE: HO1.B2.:1' -40' YM.:N /A 1�1f19A S A ��FwGoF µ AS O z 1m C '/359 w C cIONAL 6` STAMP NOT VALID UNLESS SIGNED AND DATED JOB NO. 01-159 Iw � I No �o 0 SHEET NO. 18OF 33 rx scwnlrt I ' f1. 7 u o =