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HomeMy WebLinkAboutTED4003775.54TITI A 395 6 390 0 375 370 Cd 2 Wiorkk%g D"a Baft You DID 8111, Cmdu A 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 0. 180850.44 1910.78 3 PAD=387.50 sy� •. , . 3 5 Sipes ------ -- ---- q� �\- 7.5' SEINER EASEMENT (TYP.) 36.6 1 1 11 LF, 8"0 PVC SS� 0 LF, 8" 13 TRACT B t• �^ N� OM O� I-� �. MOD M00 co00 co co GO ro. M M to Mcc I� M M END ROAD IMPROVEMENTS STA. 1 +00.00, TRACT B i ELEV: 387.53 -- -- - _ - _ _ - ' STA. 2+02.86, TRACT B f BACK OF WALK PROPOSED GRADE 0 ELEV: 388.56 EXISTING GRADE 0 1.00% r PRO t - _. r LID % - . _ __._._ SEE SHEET SS-03 4&0 i =46-LF, 8"0 PVC SS + 0 S 0.50N: 36:6 =JX LF, 8"0 PVC SS ISSMH J16, TYPE 1-48"0 0 S=9:99% 0.m { RIM=387.86 ' r IE IN=384:93.6"0 W 381.32 I IE OUT=3804W-8"0 S MAO ISSMH 16, TYP 1-48"0 ! IE N wA1 45, CO N RIM-51NI.33. 3W17 IE IN-W0.63 8"0 N 380.66 IE INS 6"0 S PLUG `•, IE OUT=38933 8"0 SE 380.62 � F 1 +00 TRACT B ®CONSULTING ENGINEERS LLC SLW Avec�u 3ou� suAMc I .1 ♦ 1 w I 205 05 Fedeful Wsy. WA 9WW www.esmcivil.com 217_" cusses. m_- Public liforks IWvq I ,.ter,,. ESM JOB # 1799-001-013 2+00 T1�1 395 385 375 370 2+60 6"0 SIDE SEWER 0 S=2.0% MIN. (TYP.) 395 .TI 0 375 370 TRACT D 't 1� ,n In N ao t� rn 'ntco coccc coM cc MM PROPOSED GRADE 0 EXISTING GRADE 0 i '6&-LF, 8"0 PVC SS SSCO 1 RIM=381.40 I IE OUT=380.85 8"0 E f j({ C t 4 5+00 TRACT H "�-� INT'X . STA 13+76.32, WHITMAN C� L9 = STA. 52+63.97, ROAD B F-LF, 8"0 PVC SS -' o W Z c + 1 sV J r INT•X t ST\\i-A. 4+ .79, TRACT D STA. 14+54.95, WHITMAN CT NE SEE SHEET SS-01 ISSMH J3. TYPE 1-48"0 RIM=388.22 IE IN=5". 0 8"0 N 379.51 IE IN=3*9.4$ 8"* W MAMA IE OUT--^3;19:38. 8"0 E 379.39 395 T,TI � In 375 370 KEY MAP SCALE: 1 28' HORIz. 1"-5' VERT. 20 10 0 20 40 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 SEWER CONNECTIONS, SEE SIDE SEWER CONNECTION DETAIL ON SHEET SS-05. SEWER STUBS TO THE PROPERTY LINE SHALL BE 6-INCH 0 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 GRAD, OR MUST HAVE 2' DIA. CONCRETE RING POURED AT GRAD. 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=3775 10 AS -BUILT CERTIFICATION: THE ASBUILT INFORMATION SHOWN HEREON IS BASED UPON A FIELD SURVEY BY ME OR LIVER MY DIRECT SUPERVI IN R, 2015 L.S. N(MMAN E. LARSON, NO. 22338 DATE: ' 14 Air - R=377554 cc s/sT S J CL Ru 12-15--2017 CHECKED FOR COMPLIANCE TO CITY STANDARDS 0 FIRST SUBMITTAL ESM 7/11/14 9 Vunr.*L raw low 1 SECOND SUBMITTAL ESM 2614 1 m2W "OrAmm x- we 1110/1 "I CITY OF WHITMAN COURT Oi/13/201i 2 THIRD SUBMITTAL ESM 10/29/14 i ft 3 FINAL SUBMITTAL ESM 11/20/1 apt, R E N TON SANITARY SEWER PLAN AND PROFILE 4 MYLAR SUBMITTAL ESM 12/01/1ONE u FULL S DATUM planning/Building/Public Works Dept. PERMIT #U14003820 SS-04 w IDT am INCH NO. REVISION BY DATE APPR "� "`cO"D1NBLy `` 33 "40 ,: �z� z 00 = C 0 m Nz m m 0 D P qQ CD ®n0 z� � y 1 W w� �x z� A� O n 0 ' H cn D T n 0 ❑ 33 mo 0o � � G A a 3 "5)7S10 Ark : P-37755y