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HomeMy WebLinkAboutS-298404Cn Vl n n n N CD rY` n W L'j _2> Of LLJ �7- (n n < X = Ld n- LLj cV M ��: W LLJ Cf) I:'. Z 0 C) E- Z O E- z 0 Ln 21 of 16, TWP. 23 N., RGE. 5 E., TRACT F OPEN SPACE -------------------------------------------------------- ------------- ------------------ — ------- - — — — — --- — — — — — — — -- -------- ------- + - 1, -.17 � -------- 7 SAN Y CA Si MENT EX. SSMH V. 248 249 250 251 252 253 254 255 256 1 257 25.5 264.77 26549 265.98 a t 266.83 FF 267.52 I ml LOT # SIDE SEWER SSW, 7+30.30, v 10. T TNT 6+90_83 FERN ­78.51 NE 2ND LE CT AE 257 10+79, 45 LF 6' 1E 265.9 249 6' SW wyE SEWER I 250 SIDE SEWER rABL& 1705 271 7+12, 36 LF 6' 1E 254,5 251 8+20, 21 LF. 6' IF 259.0 272 8+42 0 LF 6' IE 258.0 252 /NT /N '11ALE E ' tl 9+30, 0 LF 6" IE 259.1 253 9+29, 21 LF 6' 1E 260.9 298 I0+5X 0 LF 6' 1E 265.0 254 9+66, 46 LF. 6' 1E 261.8 299 10+70 15 L.F. 6' 1E 266.4 255 9+84, 21 LF. 6" IE 2614 300 11+28, 24 L.F. 6' IE 2675 256 10+51, 21 LF NE 2ND PLACE' 0 LF INDICATES DaSBNG STUB ' TD BE UBUZED !N PLACE 77 t NE 2ND PLACE ui Ss LOT # SIDE SEWER LOT I SIDE SEVER 248 7+26, 42 LF. 6' 1E 256.9 257 10+79, 45 LF 6' 1E 265.9 249 7+30, 46 LF. 6' 1E 257.6 258 II+JJ, 41 LF 6' 1E 267. 1 250 8+06, 44 LF.' 6' 1E 2581 271 7+12, 36 LF 6' 1E 254,5 251 8+20, 21 LF. 6' IF 259.0 272 8+42 0 LF 6' IE 258.0 252 8+75, 21 LF. 6" IE 259.7 297 9+30, 0 LF 6" IE 259.1 253 9+29, 21 LF 6' 1E 260.9 298 I0+5X 0 LF 6' 1E 265.0 254 9+66, 46 LF. 6' 1E 261.8 299 10+70 15 L.F. 6' 1E 266.4 255 9+84, 21 LF. 6" IE 2614 300 11+28, 24 L.F. 6' IE 2675 256 10+51, 21 LF NE 2ND PLACE' 0 LF INDICATES DaSBNG STUB ' TD BE UBUZED !N PLACE TRIAD 11814115th Ave. NE )(irldand, WA 98034-6923 425.821.8448 425-821.3481 fax 800.488-0756 tall free 11"07 U.&r RT Q NOM EXIS77NG 6" SIDE SEWER STUBS Q ERI-17-' SCALE: 1" 40' -q LIJ Iowa ERI OT a- fl A I - T61' ALLEY F PT - 6 +59 74 SHALL BE U77LIZED IN PLACE WHEN 7 0 20 80 POSSIBLE TO PROVIDE SERVICE TO PHASE Z PT 77.J4 297 EASEAMVT (7)P) 271 FF 266.961 299 300 /Ij 5 LOTS. IF NECESSARY EXISTING SIDE IFF 262-J5 . 1 2 �v Iq ti SHEET 15 ET 2 F-F 274_�41 SEWER STUBS SHALL BE EXTENDED INTO LOTS. Lu EX 6" SIDE SEWER Z NOTE. ALL EXIS77NG TOPOGRAPHY PROVIDED BY M.A. SEGALE INC. AND RINGEL AND ASSOCIATES LL, Z NOTE. ALL EXIS77NG INFORMATION'' cc FOR ERI SSWH'S WAS PROVIDED Iq BY RINGEL,AND ASSOCIA 7ES t_ "4 TRACT F PROPOSED SSMH S, SHALL NOTE! ALL PROP SHALL LL -0 UNLESS 07HERMSE INDICA7ED I ]ND JAD BE 48 HORIZONTAL DATUM. NAD 198311991 BASIS OF BEARINGS HELD BEARING OF NOID5'IO'E BETWEEN THE NOR7HWEST CORNER OF SEC77ON 16, TW. 23N., RGE 5E. W.M., (CITY OF RENTON MON. p12) AND THE WEST OUAR7ER CORNER MONUMENT OF SAID SEC77ON 16. 7HE BEARING IS DERIVED FROM STA7E PLANE COOTDINA 7ES FOUND AN THE CITY OF RENTON SURVEY C0N7I?aL NIA NETWORK I, AND CORROBORATED BY VARIOUS RECORD OF SURVEYS IN THE IMMEDIATE AREA. VER77CAL DATUM.- NANO 1988 270 270 BENCHMARKS PROPOSED FINISH I ORIGINATING BENCHMARK. CITY OF RENTON MONUMENT 1612 -TOP _6 P, OF MONUMENT IN CASE. ELEVA BON 260.06&' es /N SIDEWALK AT SE. QUADRANT OF z tl BENCHMARK #1 - -X C., W INTERSEC77ON OF N.E. 3RD ST AND EDMONDS AVE. ME ELEVA77ON tl ir-- 272.4&' C) 0. 0 BENCHMARK f2 - TOP OF MONUMENT AT THE WEST QUARTER CUMMM OF SLECROiV 16, TWN. 23N.. RGE. 5E., W.M. ELEVA77ON 312.80.* BENCHMARKfj - TOP OF 1-1/4' REBAR AT THE NORTHWEST SIDE > < to ';SWHI509 2� OF A SET OF 6 POWER POLES BETWEEN TWO (2) RE7EN770NI TOP 22263 l DETEIV770M PONDS APPROXIMAIELY 950' EAST or WEST QUARTER '5 6- IE 64.80 (IN) PE CORNER OF SEC77ON 16. ELEVA77ON 259.72' DONALD 4 hou. 260 �260 r+1 BRADUY ;I.'' FRMWAN.'PLS PRM Cr QLA Y A. LOOM.% RE PROJECT; ENGINEER REY PROXCT �E ANCHITELT 15elS77NG GROUND T?P) MST SUBMITTAL DATE: J120102 - 9 I� _ ��� �ol� � �4 ( - SCALE: -4' M HORIL . 7 - SSMH 508 250 250 6: IE Z.6J �ih)' 8 LE EX 21" SANITARY (SEWER EX_ SSMH ER /'� 18 - 60 7E. CONTRACTOR SHALL INSTALL CA tLL RE57RAINT DEVICE IN j' EX. SSMH ERI-17 - 60" 21 1E 24724 (OUT) ADJUST RIM TO 269.98 RIM 262.17 77NG SSM14 ERI-18 AS REQUIRED. -'yj Ee I PRORLE Sc" IN SUREVACK OR APPROVED EQUAL) 21" 1E 244.91 (IN)! NEW 8" IE 262-50 (IN) ONA1, 1� 49 21" 1E 244.87 (out) - HQRIZOIV DROP CONNEDRON' PER DETAff. SHEEt 18 EXPIRESt 10/22/02 ADJUST RIM TO 262.10 11 4' 77CAI KEY MAP NO7F_- COW7RAC7OR SHALL ADD !WC77ONS TO ADJUST NOT TO SCALE NE 2ND, PLACE 60!V422 THE Rim ELEV1,477av Checked for Compliance to City St dards STAMP NOT VALID UNLESS SIGNED AND DATED JOB No. 00022 7+00 8+00 9+00 10+00 11+00 12+00 ;SULT 111 /70F2Jr 02002 TRIAD ASSOCIA SL U A" O 0123 co'- = zs7dSeofc SCANNED SEP 13'',2002 Ut J, F � _ 1 iW 4j cc 11"07 U.&r RT Q NOM EXIS77NG 6" SIDE SEWER STUBS Q ERI-17-' SCALE: 1" 40' -q LIJ Iowa ERI OT a- fl A I - T61' ALLEY F PT - 6 +59 74 SHALL BE U77LIZED IN PLACE WHEN 7 0 20 80 POSSIBLE TO PROVIDE SERVICE TO PHASE Z PT 77.J4 297 EASEAMVT (7)P) 271 FF 266.961 299 300 /Ij 5 LOTS. IF NECESSARY EXISTING SIDE IFF 262-J5 . 1 2 �v Iq ti SHEET 15 ET 2 F-F 274_�41 SEWER STUBS SHALL BE EXTENDED INTO LOTS. Lu EX 6" SIDE SEWER Z NOTE. ALL EXIS77NG TOPOGRAPHY PROVIDED BY M.A. SEGALE INC. AND RINGEL AND ASSOCIATES LL, Z NOTE. ALL EXIS77NG INFORMATION'' cc FOR ERI SSWH'S WAS PROVIDED Iq BY RINGEL,AND ASSOCIA 7ES t_ "4 TRACT F PROPOSED SSMH S, SHALL NOTE! ALL PROP SHALL LL -0 UNLESS 07HERMSE INDICA7ED I ]ND JAD BE 48 HORIZONTAL DATUM. NAD 198311991 BASIS OF BEARINGS HELD BEARING OF NOID5'IO'E BETWEEN THE NOR7HWEST CORNER OF SEC77ON 16, TW. 23N., RGE 5E. W.M., (CITY OF RENTON MON. p12) AND THE WEST OUAR7ER CORNER MONUMENT OF SAID SEC77ON 16. 7HE BEARING IS DERIVED FROM STA7E PLANE COOTDINA 7ES FOUND AN THE CITY OF RENTON SURVEY C0N7I?aL NIA NETWORK I, AND CORROBORATED BY VARIOUS RECORD OF SURVEYS IN THE IMMEDIATE AREA. VER77CAL DATUM.- NANO 1988 270 270 BENCHMARKS PROPOSED FINISH I ORIGINATING BENCHMARK. CITY OF RENTON MONUMENT 1612 -TOP _6 P, OF MONUMENT IN CASE. ELEVA BON 260.06&' es /N SIDEWALK AT SE. QUADRANT OF z tl BENCHMARK #1 - -X C., W INTERSEC77ON OF N.E. 3RD ST AND EDMONDS AVE. ME ELEVA77ON tl ir-- 272.4&' C) 0. 0 BENCHMARK f2 - TOP OF MONUMENT AT THE WEST QUARTER CUMMM OF SLECROiV 16, TWN. 23N.. RGE. 5E., W.M. ELEVA77ON 312.80.* BENCHMARKfj - TOP OF 1-1/4' REBAR AT THE NORTHWEST SIDE > < to ';SWHI509 2� OF A SET OF 6 POWER POLES BETWEEN TWO (2) RE7EN770NI TOP 22263 l DETEIV770M PONDS APPROXIMAIELY 950' EAST or WEST QUARTER '5 6- IE 64.80 (IN) PE CORNER OF SEC77ON 16. ELEVA77ON 259.72' DONALD 4 hou. 260 �260 r+1 BRADUY ;I.'' FRMWAN.'PLS PRM Cr QLA Y A. LOOM.% RE PROJECT; ENGINEER REY PROXCT �E ANCHITELT 15elS77NG GROUND T?P) MST SUBMITTAL DATE: J120102 - 9 I� _ ��� �ol� � �4 ( - SCALE: -4' M HORIL . 7 - SSMH 508 250 250 6: IE Z.6J �ih)' 8 LE EX 21" SANITARY (SEWER EX_ SSMH ER /'� 18 - 60 7E. CONTRACTOR SHALL INSTALL CA tLL RE57RAINT DEVICE IN j' EX. SSMH ERI-17 - 60" 21 1E 24724 (OUT) ADJUST RIM TO 269.98 RIM 262.17 77NG SSM14 ERI-18 AS REQUIRED. -'yj Ee I PRORLE Sc" IN SUREVACK OR APPROVED EQUAL) 21" 1E 244.91 (IN)! NEW 8" IE 262-50 (IN) ONA1, 1� 49 21" 1E 244.87 (out) - HQRIZOIV DROP CONNEDRON' PER DETAff. SHEEt 18 EXPIRESt 10/22/02 ADJUST RIM TO 262.10 11 4' 77CAI KEY MAP NO7F_- COW7RAC7OR SHALL ADD !WC77ONS TO ADJUST NOT TO SCALE NE 2ND, PLACE 60!V422 THE Rim ELEV1,477av Checked for Compliance to City St dards STAMP NOT VALID UNLESS SIGNED AND DATED JOB No. 00022 7+00 8+00 9+00 10+00 11+00 12+00 ;SULT 111 /70F2Jr 02002 TRIAD ASSOCIA SL U A" O 0123 co'- = zs7dSeofc SCANNED SEP 13'',2002 Ut J, F � _ 1 iW