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HomeMy WebLinkAboutWWP2703621.50w N Q W z 07 U Q w 0 _ 0 a z O C%) z W I- X W Ir >W W Q z Q Q J r W 0 Q W SANITARY SIDE SEWERS LOTS MIN. FF ELEV. SEWER STUB DEPTH ® END OF STUB ELEV. ® S.S. MAIN DOWNSTREAM S.S.M.H. 13 498.60 492.60 489.08 S.S.M.H. H2-27 14 497.90 491.90 488.79 S.S.M.H. H2-27 15 496.90 490.90 487.97 S.S.M.H. H2-27 16 496.60 490.60 487.42 S.S.M.H. H2-27 17 496.80 490.80 487.21 S.S.M.H. H2-26 18 497.20 491.20 486.87 S.S.M.H. H2-26 19 499.20 493.20 486.47 S.S.M.H. H2-23 36 503.80 497.80 490.10 S.S.M.H. H2-23 37 504.70 498.70 496.27 S.S.M.H. H2-25 38 504.90 498.90 496.27 S.S.M.H. H2-25 39 504.80 498.80 495.68 S.S.M.H. #H2-24 40 504.50 498.50 495.22 S.S.M.H. #H2-24 41 504.10 498.10 495.01 S.S.M.H. #H2-24 42 503.60 497.60 495.01 S.S.M.H. #H2-23 43 502.90 496.90 491.50 S.S.M.H. #H2-23 44 501.80 495.80 488.42 S.S.M.H. #H2-23 45 500.20 494.20 487.27 S.S.M.H. #H2-23 46 499.20 493.20 486.40 S.S.M.H. #H2-23 47 498.60 492.60 486.78 S.S.M.H. #H2-26 48 497.30 491.30 486.88 S.S.M.H. #H2-26 49 496.90 490.90 487.24 S.S.M.H. #H2-26 50 496.90 490.90 487.97 S.S.M.H. #H2-27 51 497.40 491.40 488.77 S.S.M.H. #H2-27 52 499.10 493.10 489.10 S.S.M.H. #H2-27 rn A PORTION OF THE NW 1 /4 OF THE SE 1 /4 OF SEC 13, TWP 23 N, RGE 5 E, WM, KING CO, WA STA. 109+21.21, 4.03' LT. 13 268.4 PAD 269- L.F. , EL.=497.60 R"d, c C STA. 110+60.90, 3.93 LT. 140.0 EL.=498.20 ---------- / \ �` -------------------------- 7 %TA. 113+11.42, 89.86' LT..7 84.0 $6 L. F. , 8"o S.S ♦ S p+52 3M + + + 41 0 0 PAD Ll 5F3 EL.=503.10 / 8"0 s. 42 44 43 PAD ,10 PAD PAD EL=5021.60 EL=500.80 EL.=501.90 --------------- = STA. 309+98.38, ROAD "C" I!5,HH El STA. 1 1 1 +57.45, 4.33' LT. �..� SUBACCESS ROAD B a u) u') 00 O N O o 00 rn It u') N N Lr) Lf) N N In L0 N 11) N V) o0 I-: co L6 Lo rn rn rn rn rn (6 rn I_: 00 rn rn rn O rn O O N o L.P. ELEV = 495.78 530 L.P. STA = 109+13.29 PVI STA = 109 + 13.29 PVI ELEV = 494.78 A.D. = 4.00 K = 50.00 520 200.00' VC y 510 rvi nT m r D m 500 v CD cn D m 490 O .4 + O 480 O O rn rn Ni 00 ri 00 + + ORIGINAL GROUND `t ® W U ui U "0 PVC SDR-35 S.S. © S=4--�44 1.00% 140.0 +4,& L.F., 96.2 -9& L.F., 8"0 PVC SDR-35 S.S. 8"0 PVC SDR-35 S.S. @ S=& 0.42% p S=g-4AW 'X STA. 1 11 +53.71, ROAD "B" INT = STA. 309+98.38, ROAD "C" FINISHED GRADE ELEV ® INT. = 499.59 PROPOSED GRADE 5p.3 DRF, -35 51% 84.0 811 0 �CS_�" ° 5• $6- L.F., 8 "0 PVC SDR-35 S.S. ® S=1 35% 530 520 500 490 0.50% S.S.M.H. H2-24 TYPE 1-48" 1.73% 1 480 RIM = I.E. IN = 495.91- 6"0 494.64 (N) I.E. IN = 494.88 8"0 494.54 (SW) I.E. OUT = 494-:�S 8"0 494.31 (S I.E. = 494.59, 6"0 (NE) S.S.M.H. H -27 TYPE 1 -48' S.S.M.H. H2-25 TYPE 1-4 RIM = 495.69 RIM = 594-$4 I.E. IN = 48�1-42, 6"0 487.42 �SW I.E. IN = ^" 6"0 496.20 (W) ?I.E. IN = ^84.229, 8"0 487.34 SE� I.E. IN = 496.23, 6"0 (S) I.E. OUT = 9, 8"0 487.20 (NW) I.E. OUT = 496.64 8 0 495.99 (NE) i S.S.M.H. H2-26 TYPE 1-48"1 S.S.M.H. H2-23 TYPE 1-48"-' - RIM = 49:7.63- RIM = 499.69 I.E. IN = -486.64 8"0 486.61 (SE) I.E. IN = 486.14 8"0 486.03 (NW) I.E. OUT = 486.52, 8"0 (NW) I.E. OUT = 486.84, 8"0485.85 (SW) I.E. IN = 486.04, 8"0 (SE) 108+00 109+00 110+00 1 1 1 +00 1 12+00 1 13+00 SCALE: 1"=50' HORIZ. 1 "=10' VERT. 00011 50 25 0 50 S.E. 13MD SS1RELT EI�T I y' S.E. 134TH SIRE- m S.E L 136TH STR� m :, J EL - LIBERTY H.S. m m S.E. 14pITF► JgIREE7 MAYW" M.S. KEY MAP NOT TO SCALE NOTES: 1. EXISTING UTILITIES ARE SURFACE LOCATED ONLY. CONTRACTOR TO VERIFY LOCATION AND ELEVATION PRIOR TO CONSTRUCTION. 2. FOR TRENCH SECTION SHEET DT-01. 3. FOR SIDE SEWER CONNECTIONS SEE SIDE SEWER CONNECTION DETAIL SHEET SS -09. 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 LOCATED IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. S m 362 'AS -BUILT CERTIFICATION: I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE SEWER LINES SHOWN HEREON ARE THE _ RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY Q� DIRECTION. THE ABOVE CERTIFICATE IS BASED UPON WORK •, ';,_�; PERFORMED IN ACCORDANCE WITH GENERALLY ACCEPTED �k PROFESSIONAL SURVEY PRACTICE. WE MAKE NO OTHER WARRANTY ' EITHER EXPRESSED OR PIED DATE _ NOTE: SANITARY SEWER MANHOLE RIM GRADES WILL BE ADDED UPON COMPLETION ON FINAL LIFT OF ASPHALT AS -BUILT CHECKED FOR COMPLIANCE TO CITY STANDARDS DATE: SURVEYED: SCALE: VERTICAL: NAVD , 988 HERITAGE PLAT 07/1 6/Ml 2 MYLAR SUBMITTAL ESM Ot/28/13 � . HORIZONTAL: NAD 1983/1991 . CITY O C 3 1 ST REVISION ESM 09/10/13 I I DESIGNED: SANITARY SEWER EXTENSION PHASE 2 PAGE: 4 REVISED MYLAR SUBMITTAL ESM 09/19/13 PAGE: OK: 5 ASBUILT SUBMITTAL ESM 06/24/14 oc� R E N TO N ROAD B PLAN AND PROFILE: °"E'"G"_--I DATUM DRAWING N0: 6 ASBUILT MYLAR ESM 07/16/14 CHECKED AT FULL SCALE g� g� p STA. 107+50.00 TO STA. 113+21.50 SS-02 Plannin Buildin Public Works Dept. IF NOT ONE INCH N 0. REVISION BY DATE A P P R APPROVED: SCALE ACCORDINGLY SHEET 6 OF: 1 5 z z _00 0c m C CD R)z m z m A 9 m z G) c m m I C) 1 a P> >v a x C� z �J °z