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HomeMy WebLinkAboutTED4003775.53A PORTION OF THE NW 1 /4 OF THE NW 1 /4 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WA 13+79.27. 15,46' W F- z ir C D 3 O 0 U Z Q r Cd 21Marl&V Days Be#= a You D4 Uwss thWwwatmid L oca/011 OwAsr 6DXr.ND,0KWA) t 1 +0 yC4 %J J1LRL-w1IW1 395 •A k rff 375 370 4 14+00 W +- I - W 33.9 �-34- LF, 8"0 PVC SS LW -- 7.5' SEWER EASEMENT (TYP.) 5 PAD=386.40 6"0 SIDE SEWER ® S=2.0% MIN. (TYP.) 6 PAD=386.40 52+14.91, �07' Of PAD=386.40 '7 - LF, 8"0 PVC SS III I , TYPE 1-48" 8 192.19. ' RT. 1 +SZ34. 7.46' PAD=366.40 9 PAD=385.40 IV PAD=385.40 cfl 0 In ,7 M M n Nr� ^,- p, �f� �,n �� dc0 ¢00 �N d tD �O �d 00 00 � 00 � 1� � ^ ^ to to ^ � 1` to ^ � � cam � 00 O OD 0p 00 CO 00 co aD 00 00 00 00 00 M 00 K) MOD K) r7� �� N)� M� K) N)� �� M� MC M0 MOD M r7 e7 M M M r7 M M M M INT'X INT,X TA. 13+ 6. 2, WHIT" CT N i = STA. 52+64.07, ROAD B jSTA. 5+00.00, ROAD A ELEV. 389.50 = STA. 50+41.21. ROAD B ELEV: 388.35 f PROPOSED GRADE ®� } EXISTING GRADE ®� 1 -0.99X PROPOSED W.M. PROPOSED S.D. - ...,....... ---� ..... _ � " 3�3�1 - LF, 26.3 33.9 _ __�-- .. v,. - -y 8"0 PVC SS 8"0 C �S - LF, 0 S=8:591E 8 0 PVC SS 157.2 LF, 8"0 PVC SS 53,9 1.11 z i , 0. ® S�3M11- LF, 800 PVC SS ® S-0-59O-0,6B� ySMH 1 TYPE 1-48"/1 RIM=3893� 389.55 i SSMH J5. TYPE 1-48 SSMH 14. TYPE 1- " CONNECT TO_E)(. 15"# _S.S. 1=387.77 RIM=387.73 _ CONTRACTOR TO VERIFY SIZE, IN- (NW) 380.32 IE IN-P9.31+ 8"0 (N) 379.92 LOCATION AND DEPTH PRIOR IN-Me.6 8!0- (N) 380,35 IE IN=37+�I. 6"0 (W) 379.90 TO CONSTRUCTION, AND NOTIFY OUT (S) 380.29 IE OUT=379.64. 8"0 (S) 379,88 ENGINEER OF ANY DISCREPANCIES. IE 8"0 W 37870 SSMH TYPE 1-48 ISSMH 1- "0 RIM=388.22 RIM=388.63 E IE IN= -#3-40 8"0 (N) 379.51 IE IN-3916. 8"0 (W) 379.03 IE IN�:48- 8"0 (W) 379.89 IE OUT=3-;O++ 8`0 (E) 378,E IE OUT=3;09r30 8"0 (E) 379.39 50+00 t ® CON$ULTI140 ENGINEERS LLC ss.00 * Awnue So„N, zos I 10 1 sine FedW* way, WA 9e0o3 ,teW .. = a, -.,,a www.esmcivii.com r Choi ., .� Umrtd Sv,wiq L=W wa wds ESM JOB #1799-001-013 395 w • i KR :a 375 370 � L � SCALE: 1: 20' HORIZ. 1"-5' VERT, 20 10 0 20 40 KEY MAP NOTES: 1. EXISTING UTILITIES ARE SURFACE LOCATED ONLY. CONTRACTOR TO VERIFY LOCATION AND ELEVATION PRIOR TO CONSTRUCTION. 2. FOR TRENCH SECTION SEE SHEET SS-05. 3. FOR SIDE SEINER CONNECTIONS, SEE SIDE SEWER CONNECTION DETAIL ON SHEET SS-05. SEWER STUBS TO THE PROPERTY LINE SHALL BE 6-INCH ® 2% SLOPE FROM MAIN TO RIGHT-OF-WAY THEN UP TO SEWER STUB ELEVATION UNLESS OTHERWISE NOTED. 4. MANHOLES LOCATED IN DRIVEWAY APPROACHES SHALL BE SET TO FINISH GRADE. MANHOLES LOCATED IN UNIMPROVED AREAS ARE TO BE SET A MINIMUM OF 6" AND A MAXIMUM OF 12" ABOVE FINISH GRADE, OR MUST HAVE 2' DIA. CONCRETE RING POURED AT GRADE. WHERE MANHOLES ARE LOCATED IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 5. S.S. STUB I.E. IS PLACED 5.5' BELOW FINISHED GROUND. S=377509 AS -BUILT CERTIFICATION: THE ASBUILT INFORMATION SHOWN HEREON IS BASED UPON A FIELD SURVEY BY ME OR UNDER MY DIRECT SUPERVISION IN OCTOBGI . 2015 RMAN E. [ARSON, L.S. NO. 22338 DATE: / /f-/6 0 l 1S11*1o"f l ho 12-15-2017 CHECKED FOR COMPLIANCE TO CITY STANDARDS 51 +00 52+00 53+00 53+20 R=377553 0 FIRST SUBMITTAL ESM E26 1 14''m romrftwro 1 SECOND SUBMITTAL ESM t4 i =2o' "°"�°"S" ""° ��'�� CITY OF WHITMAN COURT of/t3/2otl 2 THIRD SUBMITTAL. ESM 13/1 um3 FINAL SUBMITTAL ESM 0/1 °"""' CA ONE a R E N TO N SANITARY SEWER PLAN AND PROFILE 4 MYLAR SUBMITTAL ESM 12/01/1�� a RaL � DATUM Planning/Building/Public works Dept. PERMIT #U14003820 SS-03 w wr am WH NO. REVISION BY DATE APPR "�" Sc� "`'00"0MY sue: 32 aF:� z UJ z� M= m❑ C �� m. i,7 2 m z m m O I D 111111111113 M W9 d CD 0 H D T O Q mp 00 A(3 p 5 - 3]75cl PPS ' Q."3'7i 5 5 3