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HomeMy WebLinkAboutWTR2703194.3�0 0 N J o Z U o � w CIS Q � z Q no n O rn C/)O �� �C) w� O Q< W U J LLI C/- CD n Q Q U CD U o W U Q� � � o� o c J O O �. `E 0 Q U .. W -0w :3 ,-,c 0 0)p L �E m .0 -,E O'N �I L U L af X W Q z Ld N Q Q g Q per' Wm m w C1111 pm z > W = a a m o a o a G✓ n n Q al z 0 W ry 0 z �R SHORT PLATOFCAMAS ESTATES ILUA04 0391 EX CB TYPE 1 A PORTION OF THE NE 1/4 OF THE NE 1/4 OF SEC. 8 TWP 23N., RGE, 5E., W.M. SS Q -"" - � � � � � � ��x• $ � CITY OF RENTON KINGCOUNTY, WASHINGTON " EX CB TYPE 2 � IE=274.30 6" WM EX SSMH IE=273.20 8 WM 1 1 1 \ IE=273.0 8" WM IE=267.24 IE=276.05 6" SD 1 1 1 \ SANITARY SEWER SERVICES WATER SERVICES IE=272.10 8 wD 1 111 \\ F�OW�INE RETURNS EX CB TYPE 1 1 11 \ IE AT MAIN IE AT MAIN 1 1 1 \ 1 11 1 11 1 I1 $ 1 1 11 \\4 1 11 \ 1 11 O T 1 11 \ 1 1 1 \\ IE END OF SERVICE STATION AT METER 1 1 1\ \ 1 1 1 \ \ 1 11 0 \ 1 11 \ 1 1 1 \ EX CB 1 1 1 \ \ 1 1 1 1 SANITARY SERVICE STUB IE 1D STA: 1+97.02, 1.88' RT 265.97 STA: 1+99.02, 1.92' RT 265.98 O STA: 2+66.75, 3.38' RT 266.25 �3 STA: 3+39.34, 4.98' RT 266.55 QTA: 3+70.55, 5.60' RT266.67 TA: 3+88.97, 6.00' RT 266.74 SANITARY SERVICE STUB IE TOP SLOPE 1� STA: 1+97.56, 23' LT 266.47 266.97 2.00% 10 STA: 1+99.56, 23' LT 266.48 266.98 2.00% (2 STA: 2+67.42, 28' LT 266.87 267.37 2.00% 33 STA: 3+39.99, 25.12' LT 267.15 267.65 2.00% ® STA: 3+71.17, 23' LT 267.25 267.75 2.00% 05 STA: 3+97.20, 6.18 RT 266.90 267.40 2.00% WATER SERVICE IE 10 STA: 1 +87.56, 4.00' LT 271.21 10 STA: 1+89.56, 4.00' LT 271.18 (2 STA: 3+09.53,.4.00' LT 268.90 33 STA: 3+43.15, 4.00' LT 268.44 ® STA: 3+80.95, 4.00' LT 268.63 �5 STA: 3+83.70, 4.00' LT 268.64 WATER SERVICE 10 STA: 1+87.56, 11.70' LT 10 STA: 1+89.56, 11.70' LT 02 STA: 3+08.69, 32.83' LT 33 STA: 3+43.54, 16.96' LT ® STA: 3+80.95, 11.47' LT STA: 3+83.68, 13.70' RT STA: 3+14.14, 38' LT 273.54 R=31.00 L=48.69 Tan=31.00 A=90'00'00" A/4 273 32 A/2 273.19 3A/4 273.24 STA: 2+83.14, 7 RT 273.20 STA: 3+28.14, 38' LT 273.27 R=31.00 L=48.69 Tan=31.00 A=90'00'00,, A 273.00 A/2 272.73 3A/4 1272.46 STA: 3+59.14, 7 RT 1 272.20 1 1 1 1 1 i \ IE=276.4 6" SID IE=271.9 8" WD 11 11 EX CB TYPE 1 1 11 11 \ 15 ---_2 74 1 1 1 11 Sgg•32, q�'; SSEo> 13� .42 11 1111 \ 2g6.26 �a�c. 1 1 1 11 eX`s Sing 28q..91 • e 1 11 \ 1 hS64 1 11 1 1 11 1� 1 1 1 � ewes 5o 00 1 11 0 1 1 IE=268.80 1" WM IE=269.10 6 SD ` O� •�� \ � \ 1 1 �F Ar 1 1 1 1 ` co IE=270.0 1" WM O 1 1 " w N ,� " IE=268.14 6" SD 1 1 1 1 IE=271.2 4 WM �) / o IE=269.04 6 SD IE=266.83 6" SS ; 2� 4 50 \ _ _ �O 00 N 47 LF 12 o PV " FF 1 1 1 \ IE 266.09 6 SS rn � 15. IE=269.72 1 WM � 2 " D F� �IE=268.8 6" WM �26.00 @ 2.19% IE=268.22 6" SD 1 1 1 1 O 1 IE=269.68 6 SD z IE=267.52 12 SD 274 IE=268.61 6" SD Z- 5 80 IE=266.48 6 SS IE=266.92 " cF SD CB#2, TYPE 2 � 0 6 SS j 11 1 1 \1 IE=271.2 4" "WM ��5 0 Go 1111 1 =0' ° 1 �' IE=266.10 6 SS 4 PROP 8 0 DI WM N 1 1 1 i� D Go. 11 SD CB#1, TYPE 2 48 0 �\ Xis � l 1 1 0 1 ! �� 1 „ z U) wr*-:7-h0ft N 62g5 gg6 E 651 q.4. N N 4- N » WATER QUALIT 39' _ 2. 3' O� IE=271.5 4 WM � 1 1 � INFILTRATION PIPE �� " 1 �1 1 f _ 2� 4.00 5 IE-265.59 8 SS yl Ti 79. _ - FF IE=270.1 1" WA 1 -- e� 4+00-{E-26632- 6!--S EX 6"0 DI WM 1+00�- -SS s� 8 SS A� I \ ara EX SSMH #1 1 1\ 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 79.26- / IE=267.50 36" SD IE=266.36 6 SS IE=265.92 6" SS IE=UNKNOWN 18" SD DEEP " -5 o S -N N 6) °0 O Ln O U 0 30.00' 30.00' S76.51'51 "E 51.15' '� 2.07'S76.1' 0_E 274 IE=269.82 4" WA - 272 IE=266.14 6" SS SD CB#4; �Y E 1 - - - _ - R=64j SD CB#3, TYPE 2 72'0 IE=268 40 1" WA - - - IE=266.73 6 SS _ - - - - _ _ L _ 270 -- ------ 1 0 8.2 8, SSMH #3 I - - - - - - - - - - - - - - - - - ____ ----------- IE=270.28 1" WA------____- IE 266.86 6 SS I ----- I 4+80 1 N ,� 0) SCALE 1 " = 209 20' 0 10, 20' 40' lVmft 190410:5 BENCHMARK BASIS OF ELEVATION CITY OF RENTON MON. #57 NW CORNER SEC. 8, T23N, R5E, W.M. ELEVATION=99.496 METERS=326.42 FEET N 6510.450 CALC. = N56830.947 CITY OF RENTON E 66068.649 CALC. = E398127.629 CITY OF RENTON VERTICAL DATUM NAVD-88 NORTH AMERICAN VERTICAL DATAM OF 1988 PER KING COUNTY DEPARTMENT OF PUBLIC WORKS CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 CHECKED FOR COMPLIANCE TO CITY STANDARDS Date /Jr Date 10151r Date` SCHWEHCL & � ASSOCIATES, PLLC CIVIL ENGINEERING & PROJECT MANAGEMENT 1945 SOUTH 375TH STREET Bus: (253) 815-1700 FEDERAL WAY, WA 98003 Fax.- (253) 875-1701 bschweikl@comcGst.net �) NNNNI00 SCANNEp APR 2 2