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HomeMy WebLinkAboutWWP2703621.7w CV z w U) CL w a- z O z W X L1J w �W v / Q z Q U) Q d. �L1J V Q UJI 17 S.S.M.H. #H2-14, TYPE 1T-48"0 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.J92? 1�"66^�ST��.1' LT 5 STA. 302+66.37, 9.95' LT. PAD PAD S.S.M.H. #H2-18, TYPE 1-48"0 % 4 EL.=495.10 TRACT TRACT EL=,86.40 v 29 SEE NOTE 4 THIS SHEET S.S.M.H. #H2-13, TYPE 1-48"0 PAD o N / �� � ,�%�� I / PAD STA � - EL=495.60 O ��" / / EL.=496.10 STA. 302+21.62, 10.57' LT. 0), STORM DRAINAGE pX AD STA. 306+6 85.74' L �� FACILITY D 6 EL.=494.90 3 1�4 L. F., 105.7 �0�1 PAD 8"0 S.S 32 EL.=496.30 0 116. 150.4 L. F. , + PAD S.S.M.H. H2-20 TYP `-48"0 1X fi1-� L.F., 8"0 S.S ^0� EL.=495.40 STA. 40: 15G.-9z3,' 8.24T� 8 S.S 51.7 STA. 30 50.65, 9. LT. �8 � L. 220.7 PAD33 z'�-�3 L.F. , EL.=498.60 X�2 / + 8 0 S.S 3p4 306 PAD „ +9 S.S ` O 6 +o 305+00 EL.=495.90 S.S.M.H. #H2-21, TYPE 1 -48 0 PAD STA. STn zno , �40-F-1 ;^. 8�24 GTT 1 EL.=496.00 _ oD STA. 308+ 18.42, 7.10' LT. 7 66.6 EL. P 99.50 oo X11S $ L. F. ^� N oX PAD 7 sill PAD X73 EL.=497.00 S.S.M.H. #H2-12 SEE SHEET SS-01 INT'X STA. 300+00.00 ROAD "C" = STA. 103+92.01, ROAD "A" 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 DIRECTION. THE ABOVE CERTIFICATE IS BASED UPON WORK PERFORMED IN ACCORDANCE WITH GENERALLY ACCEPTED PROFESSIONAL SURVEY PRACTICE. WE MAKE NO OTHER WARRAN' EITHER EXPRESSED OR IMPLIED. DATE: b - 8 ` -- 0) 0) 00 00 O O 0) rn INT'X STA. 300+00.00, ROAD "C" = STA. 103+92.01, ROAD "A" FINISHED GRADE ELEV ® INT. = 501.19 530 PVI STA = 300+78.92 PVI ELEV = 499.61 A.D. = -1 .00 K = 49.86 520 50.00' VC N 0) N to 7 + 00 O Cq 51000 J oIt V W Wm W CJ' PAD EL=499.00 O � 28 + PAD EL.=4965.20 27 PAD EL.=496.80 S.S.M.H. #H2-15, TYPE 1 -48"0 STA. znz , nn cc � n� STA. 303+30.23, 5.94' LT. S.S.M.H. #H2-16, TYPE 1-48"0 STA. z394 1 522.94, 5.99 LT. + + r O 2 2 78.1 -7-8- L.F., o PAD PAD 8"0 S.S OX =495.9075.0EL.=494.90 21 q-5- L.F. , PAD EL. 4 D.10 8 0 S.S 70.5 4& L.F., 8"0 S.S PAOD okra EL.=497.60 77.6 -78- L.F. , - 8"0 S.S 19 102.3 L.F.; 8"0 S. S STA. 304+52.82, 4.38' LT. STA. 306+03.23, 3.39' LT. 00 o 4- r + +O O 25 24 PAD PAD EL=497.40 PAD EL.=496.60 EL.=497.30 N O S.S.M.H. #11-112-19, TYPE 1-48"0 1 + STA. 306+76.18, 10.69' LT. Q MINOR ACCESS ROAD C M� EL.=497.10 �X 35 PAD EL=497.50 S.S.M.H. #H2-22, TYPE 1 -48 0 STA. zno-Inz� .cc 19.99 T nn 1 7 �rr-o�v�- pko0 STA. 308+93.33, 8.60' LT. r 36 O 00 00 r t` N to rn O to O) � 0) 0) 0) In 00 to N O � (0 Lo L i L0 co r- In to co r-_ 00 00 rn 0) 0) 0) 0) 0) rn rn rn rn 0) 0) 0) 0) rn rn L.P. ELEV = 495.07 L.P. STA = 302+75.03 PVI STA = 302+60 PVI ELEV = 494.17 A.D. = 5.00 K = 29.98 150.00' VC m I W PROPOSED GRADE Moll to r + 0 to H.P. ELEV = 497.56 H.P. STA = 304+66.79 PVI STA = 304+66.79 PVI ELEV = 498.31 A.D. = -4.00 K = 37.50 150.00' VC 00 00 U (6 + rn Cb 0 m It J W > w m L.P. ELEV = 495.09 L.P. STA = 306+70.73 PVI STA = 306+60 PVI ELEV = 494.45 A.D. = 3.50 K = 42.86 150.00' VC 105.7 -+94- L.F., 8 "0 PVC SDR-35 S.S. @ S=4.-64% 4.56% S.S.M.H. #H2-23 SEE SHEET SS-02 SCALE: 1„ VE =50' VER 1 -10' RT. 50 25 0 50 100 01111 O I "-INT'X STA. 309+98.38, ROAD "C" N = STA. 1 1 1 +53.71, ROAD "B" INT'X STA. 309+98.38, ROAD "C" = STA. 1 1 1 +53.71, ROAD "B" FINISHED GRADE ELEV @ INT. = 499.59 v) ORIGINAL GROUND + to O 0) �Iw 00 00 + 0) O 11 u 530 520 510 500 y ---- 490 220,7 219- L.F., 8"0 PVC SDR-35 0.32% S.S. @ S=�4e90 11 150.4 4S4 L.F., 70.5 � L.F., 77.6 �8 L.F., 102.3 +9� L.F., 8 0 PVC SDR-35 S.S. S.S.M.H. H2-23 TYPE 1-48" 78.1 � L. PVC - 75.0 7§ L.F., 480 66.6 ffr L.F., 116.8 � L.F., S.S. 8­0 ® S=$-4A9� 0.45% 8"0 PVC " 8 0 PVC „ 8 PVC SDR-35 S.S. 8 PVC SDR-35 S.S. @ S-�% RIM = -499 �9 I.E. IN = 486-14, 8"0 486.06 (N 8"0 PVC 8"0 PVC SDR-35 SDR-35 S.S. SDR-35 S.S. 0.42% S.S.M.H. H2-13 TYPE 1-48" SDR-35 S.S. @ S=8-49g 0.37% S.S.M.H. H2-17 TYPE 1 -48" @ S-�-49% ® S- © S-% 0.50% @ 5= 0.46% I.E. OUT = 4�88-84, 8"0 485.89 W) I.E. IN = 486.10, 8"O (S) RIM = 7 51.7 @ S=$ RIM =4mT 0.39% 0.35% 482.10 S) I.E. IN = 4&iz`'H-, 6"�b -5�- L.F., 0.35% •S.M.H. H2-15 TYPE 1-48" I.E. IN =-484--8-3; 8"0 483.77 (NW S.S.M.H. H2-22 TYPE 1 -48" 481 .86 NW) I.E. IN = 48z 98, 8"0 8"0 PVC RIM = 495.43 I.E. OUT = A4-�;r 8"0 483.68 (S6 S.S.M.H. H2-20 TYPE 1-48" RIM = 3 481.77 E) I.E. OUT = -481-98, 8"0 SDR-35 S.S. 482.47 (NW) I.E. IN = 482.76, 8"0 I.E. IN = 483.76, 8"0 (N) RIM = 4964 I.E. IN = 485.63, 8"0 485.46 (NE) 470 @ S=9.42% 482.37 S) I.E. OUT = 482.66,, 8"0 I.E. IN = 9:, 6"0 484.48 E �N I.E. OUT = 485.5-3-, 8"0 485.35 (SW) 0.31% I.E. IN = 84, 8"0 484.49 I.E. IN = 485.55, 6"0 (W) I.E. OUT = 484-74 8 0 484.42 SE) RIM = 496.86 S.S.M.H. H2-21 TYPE 1-48" S.S.M.H. H2-12 TYPE 1-48" S.S.M.H. H2-14 TYPE 1 -48" S.S.M.H. H2-16 TYPE 1 -48" S.S.M.H. H2-18 TYPE 1-48" S.S.M.H. H2-19 TYPE 1 -48" RIM = 496.65 RIM = 59E-93 RIM = 494.91 RIM = 49:F.43- RIM = 496.86 RIM = 494.89- I.E. IN =5.4 6"0 485.08 NW 481.07 �W� I.E. IN = 481.11, 8"0 I.E. IN = �-419, 8"0 482.14 (N I.E. IN = 483.33, 8"0 483.00 (NW) I.E. IN = 489.89 6"0 488.81 (SW) I.E. IN = 44 43, 8"0 484.15 (N I.E. IN =�= 8"0 484.99 �NE 480.83 S I.E. OUT = 8"0 I.E.OUT=8z�-38 8"0 4 2.0 SE I.E. OUT = 8"0 48 .90 SE T = "0 4 I.E.T = "0 I.E.T = "0 484.8 300+00 301 +00 302+00 303+00 304+00 305+00 306+00 307+00 308+00 3n9+nn -11 n+nn CONSULTING ENGINEERS L L L o ath 05 Avenue South WARNING . Suite 10 1 1 4W 1 Federal Way. WA 98003 IFEDUM wa (u3) e7e-et13 www.esmcivil.com EWRM 425) 297-9900 THE UTILITY LOCATIONS SHOWN Civil Engineering Land Surveying Land Planning AREAPPROXIMATE ONLY. DEPTH Public Works 1 Project Management 1 Landscape Architecture UNKNOWN. CALL 1-800-424-5555. ESM JOB #1352-006-007 3 1 ST REVISION 4 REVISED MYLAR SUBMITTAL 5 ASBUILT SUBMITTAL 6 ASBUILT MYLAR 7 ASBUILT MYLAR REVISION REVISION ESM /10/13 suwlrym VERTICAL: NAVD 1988 ESM 19 13 1 •=50 yORiZONTAL: NAD 19t13/199± �I CITY OF DESCNEO J{/ ESM /24/14 R E N TO N DRAWN: = ESM 7/16/14 OCL ONE INCH DATUM ESM 08/07/14 CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH BY DATE A P P R APPROVED SCALE ACCORDINGLY 362101 NOTE: SANITARY SEWER MANHOLE RIM GRADES WILL BE ADDED UPON COMPLETION ON FINAL LIFT OF ASPHALT S.E 133Rp BEET S.E. 134TH STRE Ana C S.E. 136TH STREET �� m = C U80m H.S. N to v m m u S.E. S;E 144THn 1407H STREET � m nsracF-r , MAYWOOD M.S. 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. SANITARY SIDE SEWERS LOTS MIN. FF ELEV. SEWER STUB DEPTH ® END OF STUB ELEV. ® S.S. MAIN DOWNSTREAM S.S.M.H. 1 1 500.50 494.50 481.37 S.S.M.H. H2-12 2 499.60 493.60 481.68 S.S.M.H. H2-12 3 497.30 491.30 481.79 S.S.M.H. H2-12 4 496.60 490.60 482.21 S.S.M.H. H2-13 5 496.10 490.10 482.20 S.S.M.H. H2-13 6 497.00 491.00 482.22 S.S.M.H. H2-12 7 498.00 492.00 481.78 S.S.M.H. H2-12 8 500.00 494.00 481.65 S.S.M.H. H2-12 9 500.90 494.90 481.34 S.S.M.H. H2-12 20 498.60 492.60 485.46 S.S.M.H. H2-21 21 496.10 490.10 485.35 S.S.M.H. #H2-20 22 495.90 489.90 484.21 S.S.M.H. #H2-17 23 496.90 490.90 483.99 S.S.M.H. #H2-16 24 497.60 491.60 483.70 S.S.M.H. #H2-16 25 498.40 492.40 483.60 S.S.M.H. #H2-16 26 498.30 492.30 483.26 S.S.M.H. #H2-15 27 497.80 491.80 483.15 S.S.M.H. #H2-15 28 497.20 491.20 483.00 S.S.M.H. #H2-15 29 497.10 491.10 489.09 S.S.M.H. #H2-17 30 497.40 491.40 488.94 S.S.M.H. #H2-18 31 1 495.90 489.90 484.38 S.S.M.H. #H2-17 32 496.40 490.40 484.65 S.S.M.H. #H2-19 33 496.90 490.90 485.10 S.S.M.H. #H2-20 34 498.10 492.10 485.35 S.S.M.H. #H2-21 35 1 498.50 1 492.50 1 485.71 S.S.M.H. #H2-21 AS -BUILT CHECKED FOR COMPLIANCE TO CITY STANDARDS HERITAGE PLAT oe/07/201 SANITARY SEWER EXTENSION PHASE 2 FlEL°�°" PAGE ROAD C PLAN AND PROFILE. DRAWING NO: STA. 300+00.00 TO STA. 309+98.38 SS-03 SHEET OF 1 h >m �c N h G^ C It��z 1 w °17D" >N J cr �= w m 1 n m --in , w m z �