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Home My WebLink AboutS-3621663, TYPE 1 3D EL.=496.30 7y.2 / PAD � L.F.. EL =498.60 8"0 S.S PAD ///vEL =499.50 IS.S.M.H. /H2-12 SEE SHEET SS -01 = STA. 103+92.01, ROAD "A"00. - 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 WARRANTY EITHER EXPRESSED OR IMP IED 9-21.4 DA�-1DATE." y - -- 4 r2- L. F.-,-�,, O8"0 PAD F EL=496.00 7X 66.6 xs 66 L.F.,- 7 8"0 S'S PAD 73 EL =497.00 PAD EL=499.00 90T-V4 O� !'� PAD EL=499.90 28 + -•- •� • � err • -.- - • 27 n- � - rr� � � • ne EL=496.80 24 PAD s"0 S.SPAD 0 EL 487.40 PAD p =496.60 - EL- 5 .9075.OEL- 94.80 21 r PAD .- 9S LF.,� PAD a F EL=497.30 rn 8"0 S.S. EL=495.10 o'p`t Oiim S.S.M.H. 70.5 �& L.F., 496.10 ^W W 17 ^''.n 8"0 S.S �jN O'L6 m', N O� d-'i� m -5b 2AD0 IN N^ = BTA. 111+531,71, r-I� O" N I� MI m .- EL=497.60 V' L.P. ELEV 10 M1 rlt4 8-0 S.S 32PAD o N� m ��N 8"0 S.S 498.60 o: a L.P. EL rn �-�a 19 ani vla ori ala m a.la �Ia rn' a'a SS.M.H. /H2-17 TYPE 1-48"0 1 495.90 rn a�a Y63?F.. - 4 r2- L. F.-,-�,, O8"0 PAD F EL=496.00 7X 66.6 xs 66 L.F.,- 7 8"0 S'S PAD 73 EL =497.00 PAD EL=499.00 90T-V4 O� !'� PAD EL=499.90 28 + PAO pY EL=4965.20 27 2 PAD XO EL=496.80 STS.M.H.%H2 15, TYPE 1-48"0 T STA. 303+30.23, 5.94' LT. S.S.M.H. #H2-16, TYPE 1-48"0 o 0V 2 78.1 9'B L.F., J pY 25 4 2 � � XO �IaO 24 PAD s"0 S.SPAD 0 EL 487.40 PAD p =496.60 - EL- 5 .9075.OEL- 94.80 21 r PAD .- 9S LF.,� PAD r'l EL=497.30 rn 8"0 S.S. EL=495.10 o'p`t Oiim S.S.M.H. 70.5 �& L.F., 496.10 ^W W 17 ^''.n 8"0 S.S �jN O'L6 m', N O� d-'i� m -5b 2AD0 IN N^ = BTA. 111+531,71, r-I� O" N I� MI m .- EL=497.60 V' L.P. ELEV 10 M1 77.6 8& L.F.,- 10 o,l� IIS Ml N. o o N� m ��N 8"0 S.S 498.60 o: a L.P. EL rn �-�a 19 ani vla ori ala m a.la �Ia rn' a'a SS.M.H. /H2-17 TYPE 1-48"0 1 495.90 rn a�a Y63?F.. - H2-17 a 304+66.79 8'0 S.S IS.Sll #H2-19, TYPE 1 -48 -OL I ;LS STA. 306+76.18, 10.69 LT. mm Q MINOR ACCESS ROAD C � / 33 PAD EL=495.90 �q 35 PAD EL.=497.50 36 #H2-21, TYPE 1-48"0 0.4Z, /.IU LI. 1"=50' HORIZ. SCALE: 1"=10' VERT. 50 25 0 50 #H2-22 TYPE 1-48"0 S.S.M.H. /H2-23 I SEE SHEET SS -02 = STA. 111+53.71, ROAD "B" N�1 X101 � pY app 4 ��!pp � � co�a0 �IaO �'n ��n ESM�"- N � � 7 �.� ESM r n .- a 1��01 r'l o !OD rn � ,I Oe 'IN o'p`t Oiim S.S.M.H. � 5 496.10 ^W W 17 ^''.n j0 n1w �jN O'L6 m', N O� d-'i� m M^ IN N^ = BTA. 111+531,71, r-I� jt0 N I� MI m .- M'. V' L.P. ELEV 10 M1 W' 10 o,l� IIS Ml N. o o N� m ��N m aLc) 498.60 o: a L.P. EL rn �-�a �, ala ani vla ori ala m a.la �Ia rn' a'a H2-20 m a�a 1 495.90 rn a�a L•PVISSTA rn�� ala H2-17 a 304+66.79 ml'n a�a �h a�a S. S.M. H. 0) t 24 �Iri ,1,0 010d o. ,n,a In ,n S. S.M.H. H2-16 25 498.40 492.40 483.60 S. S.M. H. H2-16 26 8.92.... 1 1 492.30 1 S.S.M.H. 302+60 _. Il -_------- - -- PVI STS 491.80 483.15 S.S.M.H. H2-15 28 497.20 vvl -E A 494.451 S.S.M.H. #H2-15 29 1 491.10 _ 520 510 F a -Ili 470 300+00 301+00 302+00 303+00 WARNING: s n"ps..a a,a"," I ®i ®i®►I Fetlera, WaY. WA 98003 THE UTILITY LOCATIONS SHOWN www.wmcivll.com ARE APPROXIMATE ONLY. DEPTH `°w. w""' \ I P"" "�""""'""` UNKNOWN. CALL 1-800-424-5555. ESM JOB #1352-006-007 304+00 305+00 306+00 307+00 3 Il STA. 00+00.00, IOAD "C" MIN. FF ELEV. 4 REVISED MYLAR SUBMITTAL ESM /19/13 z I 5 ASBUILT SUBMITTAL ESM�"- /24/14 pa 6 ASBUILT MYLAR ESM 07/16/14AM a NO. INT'X STA. 309+98.38, ROAD "C" BY I DATE I APPR = STA. 10 +92.01, ROl�D 4 "A" 490.60 '., 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 = BTA. 111+531,71, ROAD "B" 481.78 S.S.M.H. H2-12 FINISHED GRADE ELEV O INT. = 501 19 481.65 L.P. ELEV = 495.0711 500.90 H.P.FLEV = 497.6 S.S.M.H. H2-12 20 498.60 492.60 L.P. EL = 495.091 H2-21 21 496.10 FINISHED GRADE' ELEV O INT: = 499.59 S.S.M.H. H2-20 22 1 495.90 489.90 L•PVISSTA = 302+75.03 H2-17 H.P. STA = 304+66.79 490.90 483.99 S. S.M. H. H2-16 24 L.P. STA1= 306+70.73 483.70 S. S.M.H. H2-16 25 498.40 492.40 483.60 S. S.M. H. H2-16 26 8.92.... 1 1 492.30 1 S.S.M.H. 302+60 _. Il -_------- - -- PVI STS 491.80 483.15 S.S.M.H. H2-15 28 497.20 vvl -E A 494.451 S.S.M.H. #H2-15 29 1 491.10 _ S.S.M.H. #H2-17 VVI ZjlA- 491.40 MI - ELEV = 44 9.61 PVI ELEV 489.90 494.17 S.S.M.H. --304T66I7 PVI EV 498. 496.40 490.40 484.65 S.S.M.H. #H2-19 PVI 496.90 490.90 485.10 S.S.M. H. #H2-20 1 498.10 492.10 485.35 S.S.M.H. A.D. -1.(�0 498.50 A D 485.71 5.00 #H2-21 A 4.00 A.D 3.50 K = 49.861 1, K 29.98 1 K = 37.50 K 42.86 50.00' VC 159.00' VC 150.00' VC 1 159.00' VC m ! N N DO DO+ M MI M t0 W 1 0.cq 11 01 a alll + ao '�, op ro m 1n 1 11 ORIGINAL GROUND M II M Mei J M dM. 1 M M M a ! 1 U U W a r0j ! M 105.7 1 M < Q W � w U w o w U w viL PROPOSED GRADE!--------ISDR"355.----� ------- 1 -- _.__ -- ---�_ ® S= � .W------ __-- I r 11 n I I ! 78.188-L.F.. 220.7. 7.^+•4 L, F., 8"0 PVC SDR -35 S.S. 0.32 0 S -e.46 a 1` I 150.4 9-58- 0 L.F., 77.69& L.F , PVC 102.3 493 LIF., a•0 PVC S.S. 7SDR LRS. 75.0 8S L.F., _ 6�8 - �� 0 81'0 L.F P �•, PVC SDR -35 S.S. r/ B�-PV SDR -35 SIS. oP yr S 0 ®RS 35 S.S. ®SSDR-35 =946% 0142% - S.S.M H. H2- _ 499.5 RE. -- ®R53 ®S= &•1AYfr -g4g% IN = 485- S.S.M.H. H2 13 TYPE 1-44 " I` SDR -35 S.S. 0 S� 0.37% 5��52-171TYPE ! 1-48" 0 S 040% 0.35% 0.5 % 0.46% I.E. OUT - 481. IN-:Sz^r2.1h IN =482-0�- Co 8"0 51.7 F., 8"0 PVC 482.0 481.6 ((S)) IR.E. (NW) LE.11 0 5=0149.°e 0135% RIM 1 H2 TYPE 1-48 RIM I.E. 0 - I.E. OUT 52. 18463;4, 8 - •68 483. 0.39% , (S E (S) ! ''.. ''.. S.S.M.H. H2-22 TYPE I.E. IN - 486.1 1-48" 481.77 (E) LE. OUT - �81-9� 8 0 SER 9 -35 S.S. 482 (NW) E. IN _ O �)-E.. I E. IN = 483.76, R� I 8"0 (N) l I IM 1 _ 0.31 % 482.3 OUT - 8'0 -------I --- �___-__- IM 496 86 I' .E. IN - 185-E3, - I OUT -_ -4 .63, 8"0 T8 0 485.46 (NE) 5.46 ((SW)--- - H4RIM 1 - TYP I:E N-= 48$.55, 6"0 (W) SI.E . 1 6"0E488.811 S.S.M.H. H2-12 TYPE 1-48 S S.M.H. H2 14 TYPE 1 1= 89-69- 48" S.S.M'.H. H2-16 TYPE 1 -48"I LE. INH= (SW) ! R.IIN S.S.M.H. H -21 TYPE 1-48" RIM NHS+20 RIM - M - RIM = LE. -188-iG,-8 0488.51 (E) 6"0E484.48 E �N 481.07 I.E. IN = 8"0 I. IN = #87.^'1.48 8"0 482114 (N I.E. IN =48333:1 8"0 483.001(NW OUT I.E. IN = 4.8 8"0 4$4.49 I.E. IN = 4v`..i`,r, 6"0 485.08 NW 480.83 S I.E.OUT = "� I. . OUT = 1 236 8"0 4 .0 E I. . UT = "0 - _ _ 99484 N 300+00 301+00 302+00 303+00 WARNING: s n"ps..a a,a"," I ®i ®i®►I Fetlera, WaY. WA 98003 THE UTILITY LOCATIONS SHOWN www.wmcivll.com ARE APPROXIMATE ONLY. DEPTH `°w. w""' \ I P"" "�""""'""` UNKNOWN. CALL 1-800-424-5555. ESM JOB #1352-006-007 304+00 305+00 306+00 307+00 3 1ST REVISION I ESM D9/10/13 MIN. FF ELEV. 4 REVISED MYLAR SUBMITTAL ESM /19/13 z I 5 ASBUILT SUBMITTAL ESM�"- /24/14 pa 6 ASBUILT MYLAR ESM 07/16/14AM a NO. REVISION BY I DATE I APPR S.S.M.H. � 530 520 510 500 490 ueoaY HS F33 MAYWOOD Ms KEY MAP g8 NOT TO SCALE I v O a � D NOTES: y �m Z 1. EXISTING UTILITIES ARE SURFACE s G) LOCATED ONLY. CONTRACTOR TO VERIFY 3 Z LOCATION AND ELEVATION PRIOR TO a C CONSTRUCTION. :: N z 2. FOR TRENCH SECTION SHEET DT -01. I z m 3. FOR SIDE SEWER CONNECTIONS SEE SIDE SEWER CONNECTION DETAIL SHEET SS -09. SEWER STUBS TO THE PROPERTY LINE SHALL BE 6 -INCH O 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 ED S=362 1 A L DIREEAS,CTIONS OTOMATCH PSLOIN AVINGN . i a >3. TYPE 1-48" + 8"0 486.06(N; c0+, 8"0485.89((W ), 8"0 (S) 470 SANITARY SIDE SEWERS n m ® �0 MIN. FF ELEV. 3 sz DOWNSTREAM S.S.M.H. 1 z I 494.50 m � � n H2-12 2 KEY MAP g8 NOT TO SCALE I v O a � D NOTES: y �m Z 1. EXISTING UTILITIES ARE SURFACE s G) LOCATED ONLY. CONTRACTOR TO VERIFY 3 Z LOCATION AND ELEVATION PRIOR TO a C CONSTRUCTION. :: N z 2. FOR TRENCH SECTION SHEET DT -01. I z m 3. FOR SIDE SEWER CONNECTIONS SEE SIDE SEWER CONNECTION DETAIL SHEET SS -09. SEWER STUBS TO THE PROPERTY LINE SHALL BE 6 -INCH O 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 ED S=362 1 A L DIREEAS,CTIONS OTOMATCH PSLOIN AVINGN . i a >3. TYPE 1-48" + 8"0 486.06(N; c0+, 8"0485.89((W ), 8"0 (S) 470 NOTE: SANITARY SEWER MANHOLE RIM GRADES WILL BE ADDED UPON COMPLETION ON FINAL LIFT OF 308+00 309+00 310+00 ASPHALT „�, ALCITY OF HERITAGE PLAT R EN TON SANITARY SEWER EXTENSION PHASE 2 ROAD C PLAN AND PROFILE: .r DAVM Planning/Building/Public Works Dept. STA. 300+00.00 TO STA. 309+98.38 IF M! QIE HLII TT i SWE ILCOIeeX0.T AS -BUILT CHECKED FOR COMPLIANCE TO CITY STANDARDS a SANITARY SIDE SEWERS n m LOTS MIN. FF ELEV. SEWER STUB DEPTH O END OF STUB ELEV. O S.S. MAIN DOWNSTREAM S.S.M.H. 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 1 495.90 489.90 484.21 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. #H2-18 495.90 489.90 484.38 S.S.M.H. #H2-17 496.40 490.40 484.65 S.S.M.H. #H2-19 E35 496.90 490.90 485.10 S.S.M. H. #H2-20 498.10 492.10 485.35 S.S.M.H. #H2-21 498.50 492.50 1 485.71 S.S.M.H. #H2-21 NOTE: SANITARY SEWER MANHOLE RIM GRADES WILL BE ADDED UPON COMPLETION ON FINAL LIFT OF 308+00 309+00 310+00 ASPHALT „�, ALCITY OF HERITAGE PLAT R EN TON SANITARY SEWER EXTENSION PHASE 2 ROAD C PLAN AND PROFILE: .r DAVM Planning/Building/Public Works Dept. STA. 300+00.00 TO STA. 309+98.38 IF M! QIE HLII TT i SWE ILCOIeeX0.T AS -BUILT CHECKED FOR COMPLIANCE TO CITY STANDARDS a n m `>> {� D u V d a > N cep{ m n m � mm w a X z N 0