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HomeMy WebLinkAboutS-362168SS -04 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 S.S.M.H. #1-12-33, TYPE 1 STA. 7COT��.98 -TT STA. 700+97.05, 3.69' Ll I • D EL=PAD 4 98.11 10 1 SS`O +er L, ¢ 74 PAD \ EL=498.10 96.3 / -9& LF.,J 80 S.S 73 PAD EL=497.20 S.S.M.H. %H2-34, TYPE 1-48"0 PAD EL=502.30 64 05 62 6� PAD - EL=502.60 0 PAD 61 EL. 500.80 E'-501.50 J o P 226.3 =4 8.90 22-26- L.F., +I 8"0 S.S 0 - p . �M PAD O'.00 :00 •501.80 �'W 00 6 wdo OD OD �N O01 0 r PAD 4q N MN O r oo O..OY OOY 73.9 O..W STA. 705 O 00 61 OO NOTES: OJ m10 L.F.. g �0 PVC SDR -35 S.S. PVC @ S=646% W 5=1-4995 00 M OQ N M O O / 8"0 S.S r 1. INT'X STA. 700+00.00, ROAD "E" 1 - ��u) PAD = STA. 903+31.07, ROAD "D" 10 iU) --- --- - ` --- - - I EL=502.70 - I, '"`PAD I z '.E. IN = 8"0 4813.31 (E �W) + + n - 67 E GRADE 510 o 0 0 0- I.E. IN = + v.EL-502.60 I 68 .E. IN = 48 .36, 8"0 (N) SEWER CONNECTION DETAIL SHEET I.E. OUT = PAD �. H2-34 PAD ORIGINAL S.M.H. H -34 TYPE 1-48" S.S.M.H. EL=501.30 PROPERTY LINE SHALL BE 6 -INCH O 2% EL=494.70 _ = _ SLOPE FROM MAIN TO RIGHT-OF-WAY HZ -34 71 500 -- IRE. IN = 499$fi, I.E. OUT - i96-7-1-, 8"0 490.61 (NW) ) 8"0190.41 S.S.M.H. H2-34 72 499.40 68 (SE) S.S.M.H. -_ 4. I.E. OUT = #8i, 8'0 488.81 (S3 492.20 1 PAD JS.S. M. H. H2-33 APPROACHES SHALL BE SET TO FINISH 700+00 701+00 702+00 69 - EL=4494.69.---'"_ UNIMPROVED AREAS ARE TO BE SET A * ® CONSULTING ENGINEERS LLC y, , 2 MYLAR SUBMITTAL 7O PAD 20 "ite205 ""°""°�°"'" Suit° 10 10 I� _ 3 1ST REVISION PAD EL -493.30 r°m,°i Way. WA IMM - SUBMITTAL 72 71 a �OTSRT =500.70 ELPAD ARE APPROXIMATE ONLY. DEPTH eNu um"..n,.9 `"°'" "'°"° 1 �Ixi"1'1, °m°�,e 1 "Iam.Aw9./.0 6 ASBUILT MYLAR PAD - / TRACTG EL. 4 8.40 EL.=4 9.00 ESM JOB #1352-006-007 N0. REVISION S STORM DRAINAGE FACILIn MINOR ACCESS ROAD E S.M.H. /H2-35. TYPE 1 0 PROJECT BOUNDARY TYPE 1 00 iCD . �M PAD O'.00 :00 •501.80 �'W 00 6 wdo OD OD �N O01 0 r PAD 4q N MN O r _ O. O!CA O..OY OOY S.S.M.H. O..W STA. 705 S.M.H. /H2-35. TYPE 1 0 PROJECT BOUNDARY TYPE 1 00 iCD . �M O�Op -00 O'.00 :00 NOD ' 00 �'W 00 OCD wdo OD OD �N O01 0 r �N N MN O r _ O. O!CA O..OY OOY O.o1 O..W OW O 00 61 OO NOTES: OJ m10 0110 g �0 PVC SDR -35 S.S. PVC @ S=646% W 5=1-4995 00 M OQ N M O O 63 KD= r 1. INT'X STA. 700+00.00, ROAD "E" a ICU) ��u) LOCATED ONLY. CONTRACTOR TO VERIFY = STA. 903+31.07, ROAD "D" 10 iU) --- --- - ` --- - - I RIM = i SCALE: 1"=50' HORIZ. 1"=10' VERT. 50 25 0 50 100 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 P1,q m DIRECTION. THE ABOVE CERTIFICATE IS BASED UPON WORK �p0j 0 PERFORMED IN ACCORDANCE WITH GENERALLY ACCEPTED PROFESSIONAL SURVEY R PRACTICE. WE MAKE NO OTHER WARRANTY r EITHER EXPRESSED . I PLM l F �1�4-.Jl�r�df�- M,,c u1y9 DATE: ♦� 6- IN H, P ELEV = 03.57 2.82 L.P. ELEV = 05+52 H.PI . STA = 70 0t+34. 3 _ � L.P. STA 705+50 530 _-- ---- ----� = O 34TH- �rSTI� �05+SuI .. PVI ELEV != 501.27 A.D. _ -400 A.D. 4.00 K = 37.0 K = 12.50 150.00' VF 50.04' VC INT'X STA. 705+96.84, ROAD "E" f = 105+42.01, ROAD "B" n (q ,�^ ,r, ^ !FINISHED GRADE ELEV O INT. = 502.20 p CO N ^ + ON +� N - N 0 Ip O O10 O 10 ! -- ���-_. o J 510 )OND w �w ! E W 01/28/13' 09/10/13 705+00 CEvo1m, - T - 09/19/13 �gJ ELEV. O S.S. MAIN L P ELEV' = 496.13 497.10 m1.i 530 07/16/14AJM 700+ 50 490 r. ' - _-.... .PVI STA - STA 700+500 1-12-33 61 F. '; d102 8 i6 L F , 96.3.95 L.. �8"O SDR 35 PVI C NOTES: 1-12-34 62 g �0 PVC SDR -35 S.S. PVC @ S=646% W 5=1-4995 1;1 4.00.88 492.27 Z H2-34 63 KD= r 1. INT'X STA. 700+00.00, ROAD "E" a 50.00' VC S.S.M.H.H2� 30 TYPE 11-48" LOCATED ONLY. CONTRACTOR TO VERIFY = STA. 903+31.07, ROAD "D" 3 - - --- --- - ` --- - - FINISHED GRADE ELEV O INT. = 496.88. RIM = I, 1 I z '.E. IN = 8"0 4813.31 (E �W) + + n PROPOSED GRADE 510 o 0 0 0- I.E. IN = + S.S.M.H. I 68 .E. IN = 48 .36, 8"0 (N) SEWER CONNECTION DETAIL SHEET I.E. OUT = S.S. M.H. H2-34 v ORIGINAL S.M.H. H -34 TYPE 1-48" S.S.M.H. H2-34 PROPERTY LINE SHALL BE 6 -INCH O 2% RIM _ _ = _ SLOPE FROM MAIN TO RIGHT-OF-WAY HZ -34 71 500 -- IRE. IN = 499$fi, I.E. OUT - i96-7-1-, 8"0 490.61 (NW) ) 8"0190.41 S.S.M.H. H2-34 72 499.40 - (SE) S.S.M.H. i SCALE: 1"=50' HORIZ. 1"=10' VERT. 50 25 0 50 100 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 P1,q m DIRECTION. THE ABOVE CERTIFICATE IS BASED UPON WORK �p0j 0 PERFORMED IN ACCORDANCE WITH GENERALLY ACCEPTED PROFESSIONAL SURVEY R PRACTICE. WE MAKE NO OTHER WARRANTY r EITHER EXPRESSED . I PLM l F �1�4-.Jl�r�df�- M,,c u1y9 DATE: ♦� 6- IN H, P ELEV = 03.57 2.82 L.P. ELEV = 05+52 H.PI . STA = 70 0t+34. 3 _ � L.P. STA 705+50 530 _-- ---- ----� = O 34TH- �rSTI� �05+SuI .. PVI ELEV != 501.27 A.D. _ -400 A.D. 4.00 K = 37.0 K = 12.50 150.00' VF 50.04' VC INT'X STA. 705+96.84, ROAD "E" f = 105+42.01, ROAD "B" n (q ,�^ ,r, ^ !FINISHED GRADE ELEV O INT. = 502.20 p CO N ^ + ON +� N - N 0 Ip O O10 O 10 ! -- ���-_. o J 510 )OND w �w ! E W 01/28/13' 09/10/13 705+00 CEvo1m, - T - 09/19/13 �gJ ELEV. O S.S. MAIN ESM 06/24/14 497.10 m1.i ESM 07/16/14AJM H2-30 490 r. ' - DATE APPR "o""mm 1-12-33 61 F. '; d102 8 i6 L F , 96.3.95 L.. �8"O SDR 35 22-3- S.S. C NOTES: 1-12-34 62 g �0 PVC SDR -35 S.S. PVC @ S=646% W 5=1-4995 495.80 492.27 Z H2-34 63 10.45% 1.419. � r 1. EXISTING UTILITIES ARE SURFACE a 480 S.S.M.H.H2� 30 TYPE 11-48" LOCATED ONLY. CONTRACTOR TO VERIFY ® a 3 H2-35 LOCATION AND ELEVATION PRIOR TO RIM =+96-6& 1 - -- - - -- RIM = CONSTRUCTION. H2-36 I z '.E. IN = 8"0 4813.31 (E �W) 2. LE. IN = S.S.M.H. n 67 - E. OUT 8'0 488.23 3. I.E. IN = + S.S.M.H. I 68 .E. IN = 48 .36, 8"0 (N) SEWER CONNECTION DETAIL SHEET I.E. OUT = S.S. M.H. H2-34 4 --- _- S.S. M.H. H2-33 TYPE 1-48" S.M.H. H -34 TYPE 1-48" S.S.M.H. H2-34 PROPERTY LINE SHALL BE 6 -INCH O 2% RIM _ _ = _ SLOPE FROM MAIN TO RIGHT-OF-WAY HZ -34 71 I.E. 48942- 6"0 489.12 (( W) I.E. I 489..29; 8"0 489.05 NN (NW -- IRE. IN = 499$fi, I.E. OUT - i96-7-1-, 8"0 490.61 (NW) ) 8"0190.41 S.S.M.H. H2-34 72 499.40 - (SE) S.S.M.H. -_ 4. I.E. OUT = #8i, 8'0 488.81 (S3 492.20 1 I JS.S. M. H. H2-33 APPROACHES SHALL BE SET TO FINISH 700+00 701+00 702+00 703+00 GRADE. MANHOLES LOCATED IN UNIMPROVED AREAS ARE TO BE SET A ® CONSULTING ENGINEERS LLC y, , 2 MYLAR SUBMITTAL WARNING: 20 "ite205 ""°""°�°"'" Suit° 10 10 I� _ 3 1ST REVISION r°m,°i Way. WA IMM 4 REVISED MYLAR SUBMITTAL THE UTILITY LOCATIONS SHOWNwww•esmcivil.comv; a �OTSRT 5 ASBUILT SUBMITTAL ARE APPROXIMATE ONLY. DEPTH eNu um"..n,.9 `"°'" "'°"° 1 �Ixi"1'1, °m°�,e 1 "Iam.Aw9./.0 6 ASBUILT MYLAR ALL DIRECTIONS TO MATCH PAVING. Ss1L UNKNOWN. CALL 1-800-424-5555. ESM JOB #1352-006-007 N0. REVISION c NOTES, 9 I3 L.F., I 24 ® g=64645 RIM = 0.32% I.E. IN = I.E. OUT = LE. IN = 6"0 . 8"0 4 r 8"0 704+00 ESM ESM 01/28/13' 09/10/13 705+00 CEvo1m, ESM 09/19/13 �gJ ELEV. O S.S. MAIN ESM 06/24/14 497.10 m1.i ESM 07/16/14AJM H2-30 a BY DATE APPR "o""mm 6"0 500 = U-Ef -1 470 706+00 113 m 3 $' SE 13JRD S7RD:T I m I�^II S.E. 13M n to l ;f ' I se NV Y I>emry >"�n��l` 5-362168 NOTE: SANITARY SEWER MANHOLE RIM GRADES WILL BE ADDED UPON COMPLETION ON FINAL LIFT OF ASPHALT SANITARY SIDE SEWERS KEY MAP MIN. FF ELEV. �gJ ELEV. O S.S. MAIN DOWNSTREAM S.S.M.H. NOT TO SCALE 497.10 I a Om S.S.M.H. H2-30 0 499.10 493.10 489.95 S.S.M.H. 1-12-33 61 499.90 493.90 C NOTES: 1-12-34 62 501.80 495.80 492.27 Z H2-34 63 502.50 496.50 1. EXISTING UTILITIES ARE SURFACE a C 503.60 LOCATED ONLY. CONTRACTOR TO VERIFY ® a 3 H2-35 LOCATION AND ELEVATION PRIOR TO 4 495.82 495.33 CONSTRUCTION. H2-36 I z p 2. FOR TRENCH SECTION SHEET DT -01. S.S.M.H. n 67 495.70 3. FOR SIDE SEWER CONNECTIONS SEE SIDE S.S.M.H. I 68 495.60 SEWER CONNECTION DETAIL SHEET 494.07 S.S. M.H. H2-34 69 SS -09. SEWER STUBS TO THE 494.56 493.81 S.S.M.H. H2-34 PROPERTY LINE SHALL BE 6 -INCH O 2% 501.70 495.70 491.98 SLOPE FROM MAIN TO RIGHT-OF-WAY HZ -34 71 500.0 494.00 THEN UP TO SEWER STUB ELEVATION S.S.M.H. H2-34 72 499.40 UNLESS OTHERWISE NOTED. 490.54 S.S.M.H. -_ 4. MANHOLES LOCATED IN DRIVEWAY 492.20 1 I JS.S. M. H. H2-33 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. I m a * NOTES, n GRINDER PUMPS SHALL BE USED IN I THE LOWER LEVELS OF LOTS 66 - 69 � 5-362168 NOTE: SANITARY SEWER MANHOLE RIM GRADES WILL BE ADDED UPON COMPLETION ON FINAL LIFT OF ASPHALT SANITARY SIDE SEWERS LOTS MIN. FF ELEV. SEWER STUB DEPTH O END OF STUB ELEV. O S.S. MAIN DOWNSTREAM S.S.M.H. 59 497.10 491.10 489.32 S.S.M.H. H2-30 60 499.10 493.10 489.95 S.S.M.H. 1-12-33 61 499.90 493.90 491.86 S.S.M.H. 1-12-34 62 501.80 495.80 492.27 S.S.M.H. H2-34 63 502.50 496.50 493.94 S.S.M.H. H2-34 64 1 503.60 1 497.60 494.94 S.S.M.H. H2-35 65 503.30 495.82 495.33 S.S.M.H. H2-36 66 494.80 496.07 495.33 S.S.M.H. H2-35 67 495.70 495.82 495.00 S.S.M.H. H2-35 68 495.60 494.84 494.07 S.S. M.H. H2-34 69 494.30 494.56 493.81 S.S.M.H. H2-34 70 501.70 495.70 491.98 S.S.M.H. HZ -34 71 500.0 494.00 491.63 S.S.M.H. H2-34 72 499.40 493.40 1 490.54 S.S.M.H. H2-33 73 498.20 492.20 1 490.40 JS.S. M. H. H2-33 5-362168 NOTE: SANITARY SEWER MANHOLE RIM GRADES WILL BE ADDED UPON COMPLETION ON FINAL LIFT OF ASPHALT AS -BUILT I 0 CHECKED FOR COMPLIANCE TO CITY STANDARDS 0 �09 rn � 1 71 71 x z z N I O AS -BUILT I 0 CHECKED FOR COMPLIANCE TO CITY STANDARDS 0 3 z til w'9 CITY OF • IpPIECMAL N1D 1. 1991 1 iso' dti HERITAGE PLAT REN TON SANITARY SEWER EXTENSION PHASE 2 °�� DATUM ROAD E PLAN AND PROFILE: «E Planning/Building/Public Works Dept. STA. 700+00.00 TO STA. 705+96.84 9rN£ �y pV."elE xn. SS -05