5900 36TH AVE W Utility Plans 2024-12-04

NE 114 OF THE NW 114, SEC. 3, TWP. 28 N., RGE. 4 E., W.M. RIM-344.16 12"IE(E,S) PVC-338.58 SDCO (ASB) RIM=345.68 IE COULD NOT OBTAIN CB 20 TYPE 1 (ASB RIM-344.13 12"IE(N) PVC=338.98 12'IE(S) PVC-339.03 SDCO (ASB) RIM=345.74 IE COULD NOT OBTAIN RIM-344.14 12"IE(N) PVC-339.43 12'IE(S) PVC=339.46 CB 22 TYPE 1 (ASB) RIM=344.18 12'IE(N) PVC-339.88 12"IE(S) PVC-339.92 KI IV1=J44. 121E(N,S) PVC=340.27 60.31 @0.51% ASB KIIVI=J44. V / 12'IE(N,SE) PVC-340.58 81.11 @0.37% ASB- CB 25 TYPE 1 (ASB) RIM=343.07 12'IE(NW) PVC-340.88 CB 46 TYPE z (ASB) RIM-324.32 12"IE(SE,SW) ADS=319.82 , 12"IE HERE PERE.=289.53 RIM-345.20 RIM-345.23 TOP SLAB=344.20 TOP SLAB=343.73 CULVERT ASB 24.9' 93,77% ASB TOP VERT. PIPE=340.50 CB 4 TYPE 2 ASB 12" IE S) INLET ABS-325.55 (PER PLAN) 12"IE HDPE PERF.=z89.97 TOP 4"ELBOW 1=338.20 RIM=344.84 12"IE�W) OUTLET ABS=323.38 CULVERT ASB CB 2 TYPE 1 ASB TOP 4"ELBOW 2=336.60 12"IE(E,S) ADS-321.69 BOT. STRUCT.=323.38 RIM=295.59 12"IE(N) OUTLET ABS-=.50 (PER PLAN) 12"IE(W) ADS-321.54 12"IE HERE PERF.-289.56 12"IE(W) ADS=21.39 BOT. VERT. PIPE-326.30 12"IE(E) ADS-291.36 BOT. STRUCT.=319.75 CB 4 TYPE 2 ASB CB 1 TYPE 2 ASB s0 51.4'L @37.85% ASB RIM=328.77 CB 18 TYPE 2 ASB RIM=295.29 12" IE W ADS-318.50 12"IE(N) HDPE-2 15.67 CB 3 TYPE 1 ASB ,� ( ) SDCO ASB RIM=344.41 12"IE(E) ADS=318.58 12"IE(W,E) PVC=338.14 12"IE(E) ADS-290.45 RIM=315.94 2 RIM=344.01 6"IE(E) PVC=293.89 121E(W) ADS-310.82 6"IE(S) PVC=3�6 80 IF COULD NOT OBTAIN 1 12"IE(E) ADS-310.77 208.81 @3J07 ASB 1 SD -SD -SD -SD- 184.2L @1.61% ASB SD SD SD SD SD � �� 1 .--'---- ----------------- �'----------------- `� 17.4' @O.63% ASB w W W W w 84.9'L @0.527 ASB W w w w W 76. 7' @0.60% ASB I- 79. 4'L @0.62% ASB - 77.5'L @0.62% ASB _ - _ 77'L @Q_53% ASB 76.3'L @0.52% ASB o' W W W W SDq, SD m /� HY R N S s0 SDN SD 7Z� L @0.61p ASB 81.4'L @Q_54% ASB W \ Q ( ) r1 -tea � D SD -moo D - - - - - SD o o� I UL _ 0 �@ � HYDRANT (ASB) c^n CB 15 TYPEJASB,. / HYDRANT ASB CB 17 TYPE 2 ASB CB 16 TYPE 2 ASB 14 TYPE 2 ASB ( ) RIM=344.19 CB 11 TYPE 2 ASB I RIM=344.30 RIM=344.17 RIM=344.29 � 12"IE(W) PVC=336.89 �,� CB 13 TYPE ASB RIM=344.31 12°IE(W) PVC-337.65 12°IE(W) PVC-337.22 1� IE(W) PVC-336.53 a 12"IE(E) PVC-337.70 12'IE(E) PVC =337.30 12"IE(E) PVC=336.93 15"IE(E) PVC-336.53 RIM=344.46 15"IEPVC-335.05 CB 9 TYPE ASB I 15"IE(W) PVC=336.06 15"IE(E) ) PVC=335.09 RIM=344.80 15"IE(E) PVC-335.98 15"IE(N)-334.48 o� 15"IE(E)=334.43 "@ I CB 12 TYPE 2 ASB RIM-344 70 CB 10 TYPE 2 ASB 15"IE(W) PVC-335.54 SEWER GRINDER PUMP z ASB RIM=343.98 o HYDRANT (ASB) 15"IE(E) PVC=335.51 RIM-345.20 15"IE(W)=334.46 m a b\ 3 0 6 a H �l KIIVI-J4I.DO IN Ib I E=339.79 HYDRANT (ASB) =J41 . / I IN I b E-339.56 RIM-341.75 NTG E=339.42 d EM❑ (3)� RE FIBER VAULT(ASB) CATV VAULT (ASB) �� o �(2)Ev CB 48 TYPE 2 (ASB) B_ RIM-343.25 �/\ WM (ASB) 15"IE(N) PVC-338.54 ONO ------15"I-- PVC ---51 -- w w w w w so\ IE=325.50 - ,,L @ IE=325.50 �Fo INLET `7 IE 334.70 0 W69s0 2A� o q„e 325.50 /F\S 6 VAULT #2 ARCO (ASB) 2R �Fo ALP RIM=345.89 Aso r�66 S IF COULD NOT OBTAIN Z �HH/ Fo29S (2)0D 5 CB 38 TYPE 2 (ASB) CB 47 TYPE (ASB) SSA �W /F RIM-346.74 RIM=344.78 `2S '_ 12'IE(E) ADS-338.07 12"I E(NE) ADS=325.50 2M6S 1, 15"I DL ADS=3sp.96 12'IE(NW) ADS-325.58 FoS SDMH ASB SO 6 IE=325.50 aPP 24" VENTEC SDCO ASB RIM-345.70 RIM=347.03 1 1 IF COULD NOT OBTAIN KIIVI=J41.'.V/ 4"IE(N) PVC-339.99 4"IE(W) PVC=339.89 4"IE(E) PVC-339.79 12"IE(S) ADS-338.97 SECO ASB RIM-341.77 NTG E-339.44 RIM-341.51 NTG E=339.51 68.7'L @2.817 ASB CB 36 TYPE 2 ASB RIM=343.29 12"IE(N) ADS=337.04 18"IE(E) ADS=337.10 15"IE(S) ADS=337.47 SD s0 204.7'L @0.50% ASB SD SD w ---------- -W --- W W- 85.1'L 90.58% ASB HYDRANT (ASB) HYDRANT (ASB)" KIWI 12'IE(NE,SW) ADS=417.74 225.81 @8.32% ASB 12"IE(S) PVC=334.10 15"IE(S)-334.37 24" VENTED LOCKING LID ASB RIM-344.88 CB TYPE 1 AS CONC RIM-345.49 NT 4"IE(S) CPEP-342.7 12'IE(W) CPEP=342.3 12"IE(E) CPEP-3422 12"IE(N) CPEP-342.1 CB 34 TYPE 1 ASB RIM=341.99 SDCO ASB 4"IE(N) PVC=338.94 RIM=341.84 NTG 4"IE(W) PVC-339.91 IE=339.59 4"IE(E) PVC=339.93 SDCRIM=341048 ANTG 12'IE(S) ADS=338.91 IE=339.48 SDCC ASB RIM=341.88 NTG E=339.67 CTRL. STRUCT. SDMH ASB RIM=345.20 TOP SLAB=344.10 TOP VERT. PIPE=340.70 TOP 4"ELBOW 1-337.35 TOP 4"ELBOW 2-335.60 OUTLET IE(N)=325.55 sc ROT. VERT. PIPE-323.65 (PER PLAN) VAULT #5 BOT. STRUCT.-321.65 (PER PLAN) VAULT SUM IT ASB 20.7' 92.617 ASB RIM-34427 1�T1 I I I I I T E=325.4 I E=325.45 O IE=325.30 VAULT #3 IE=324.75 IE=324.47 IE-324.90 IE=324.47 IE=324.62� IE=325.45 IE=325.45 E-324.75 IE=325.45 C1 AT IE=324.47 I E-324.90 IE=324.47 E=325.30 E=325.45 I E=325.45 �P s--ss SD „) sS SS SS- W W "yyW 0 W w HYDRANT (ASB) '71711 CB 8 TYPE 2 ASB RIM=345.07 12"IE ADS=319.25 CULVERT 12"IE(SE) ADS=320.52 CULVERT (ASB' 12" AEI DS=319J1 CB 56 TYPE 2(ASB) RIM-332.51 12"IE(NW) ADS=321.06 12"IE(E) ADS-321.44 85.3'L/ @23.07% ASB S ` SD / INLET IE=330.90 -sD �� Sl m 15"IE(W) CPEP-334.15' 71.71 @0.32% ASB 15"IE(N) CPEP-334.07' ' VAULT SDMH ASB CB 27 TYPE 2 (ASB) RIM RIM=344.23 24"IE(N,S) ADS-331.37 SDCO ASB RIM-345.32 WATER VAULT (ASB)--- IF COULD NOT OBTAIN HYDRANT (ASB) SDCO ASB RIM-345.78 77. 8'L @0.45% ASB- ) IF COULD NOT OBTAIN RIM-341.79 NTG E-339.71 RIM-341.80 IE-339.62 CB 28 TYPE 2 (ASB) RIM-344.42 24"IE(N,S) ADS=331.72 77.31 0.507 ASB --� CB 29 TYPE 2 (ASB RIM-344.32 24"IE(N,S) ADS-332.11 76.91 0.51 % ASB � CB 30 TYPE 2 (ASB) RIM=344.39 24"IE(N,S) ADS-332.50 l 14HYDRANT (ASB) CB 33 TYPE 2 ASB 68.3'L @4.92% ASB CB 35 TYPE 1 (ASB) RIM=343.55 RIM=343.35 12"IE(N) ADS-335.55 45.4'L @0.51% ASB- 18"JE(W,E) ADS=336.08 18"IE(W) ADS=334.98 CB 32 TYPE JA RIM-24"IE(E) ADS=334.58 24"IE(E) ADS=24"IE(W) ADS=-s0 s0206.5'L @0.53% ASB SD----5��5 SD SDSD SD SDSD -SD- - - - - - - 257.1'L @0.58% ASB s0�;_ wW -- W - - - - -- ---- CB 39 TYPE 1 ASB _ _ _ w W W w W RIM-359.73 -- - CB 40 LYPE 1 ASB - - - - --- W W w W- 12'IE(W) ADS=356.86 RIM=369.80 - - - 121E(E) ADS=356.93 12'IE(W) ADS-366.87 12'IE(SE) ADS=366.85 HYDRANT (ASB) Q0 ■ -54.81 @0.44% ASB CB 57 TYPE 2 (ASB) NO RIM-352.19 12"IE(W) ADS=341.11 12E(S) ADS-341.18 CB 26 TYPE 1 (ASB) RIM-344.12 24"IE(W,S) ADS-331.14 FORCE MAIN SEWER S� RI 7-1.3'L @2 SS "51% ASB t:: \ w 8 TYPE 1 � CB 5(ASB) RIM=346.60 ."IE(NW) PVC=344.64 12"IE(S) PVC-342.75 12"IE(N) PVC=344.66 7 27.6'L @27.507 ASB a CP CB 59 TYPE 1 ASB RIM=354.14 12'IE(NW) PVC-350.35 12'IE(SE) PVC-350.46 RIM=379.74 ALP 12"IE(N W) ADS=376.73 CB 42 TYPE 1 ASB 17054'L @5.83% ASB s0 RIM=389.88 _ 2'IE(sE) ADs=376.77 s0��_ 12"IE(W) ADS=386J2 138.5L @7.13%qSB S� !ram ALP 12'IE(SE) ADS=386.61 1 268.31 @5.77% ASB DEHH77 129@770i SD ' r TAT 50 s0� ASB CB 49 TYPE 1 SOLID ASB 295-4'L 100 sa r sD @77gq L -SD �o q= �08-42 RIM-356.53 12" IE E ADS=353.71 CB 75 TYPE 1 ASB CB 76 TYPE 1 s0 qs 3 �> 6"IE(E) PVC-355.01 RIM=422.11 RIM-4CB 107 TYPE 1 ASB CB 50 TYPE 1 SOLID ASB �5D (2)EHHD 6 Y 12'IE(W) ADS=353.84 �� 1� IE(W,E) ADS-418.43 12'IE(W) ADS=412'IE(E) RIM=422.39 RIM=372.16 ADS=419.35 12"IE(SE) CPEP=369.2 59.5'L @0.49% ASB �W ]25 12'IE(W) CPEP-369.191 WELLO �O 812'Ls@0.49% ASB 82.6'L @1.62% AS 59.4'L @0.88% ASB D o; W W yy L @1.42% ASB 825'L @0.98% ASB 83'sD 80.8'LQ53% ASB S _ Aj MATCHLINE - SEE SHEET 2 FOR CONTINUATION LEGEND EHH ELECTRICAL HANDHOLE RECORD DRAWING CPEP CORRUGATED POLYETHYLENE PIPE ASB AS -BUILT { FIRE DEPARTMENT CONNECTION (FDC) IRRIGATIO This Record Drawing has been prepared, in part, IOB MANHOLE N CONTROL BOX ) 11 CATCH BASIN TYPE 2 based on "As-Built" information provided by CATCH BASIN TYPE 2 SOLID LID others. Though the as -built information and this LJ CATCH BASIN TYPE 1 drawing are based on the best available C� HYDRANT SO STORM DRAIN information no presumption should be made CO CLEANOUT SS SANITARY SEWER regarding the drawing's accuracy. NTG NOT TO GRADE W WATER MAIN WM WATER METER Jim Knappert 11/15/2023 M WATER VALVE 0 MONITOR WELL LIGHT Permit Inspector ® METERPOLE EM ELECTRICAL METER GM GAS METER VICINITYMAP FMH FIBER ELECTRICAL MANHOLE NOT TO SCALE EV ELECTRICAL VAULT 8"IE(SE) PVC=344.6 3"IE(N W) PVC=344.46 YtIIVl=J00.04 12'IE(NW) PVC=351.96 12"IE(S) PVC-352.01 CB 61 TYPE 1 (ASB) RIM-358.33 12"IE(N) PVC-353.81 12"IE(S) PVC=353.90 RIM=344.43 24"IE(N,W) ADS-332.84 RIM-344.47 E COULD NOT OBTAIN EX. SSMH NEW PIPE (ASB) 8"IE(W)-342.42 (PER PLAN) CB 51 TYPE 1 (ASB) RIM-395.12 12"IE(W) ADS=39220 12'IE(SE) ADS-39220 CB 62 TYPE 1 ASB RIM-394.23 12"IE(N) PVC-390.16 12"IE(SW) PVC=390.07 ,1/ KIIVI=J'J/.b4 12'IE(NW) ADS=395.08 12"IE(SE) ADS=395.73 -79.11 @5.11% ASB �-- 87.5'L @7.22% ASB 1 64.81 @10.78% ASB CB 52 TYPE 1 SOLID ASB RIM-401.98 k � 12"IE(NW) ADS-399.18 12"IE(SE) ADS=399.13 RECORD DRAWINGS AS -BUILT SURVEY PERFORMED BY NORTH PEAK ASSOCIATES LLC 11/01/23 17270 WOODINVILILIE REDMOND lRD NE STIE 705 WOODINVI LlLlE, OVA 98072 206.601.4682 11 50 0 25 50 1 INCH = 50 FT. IZI zb LO O m i LU U 0 N 0 U v �° V J J L0 w o cLLi V Z Cd � � w 00 00 vi Z co J gLLjQ) J O Q J Q Q Z �Z(z)CL 2 LU I_ C0 z� z W LU o O fLL rV a O Z 0 Z co Z J Q. 0 Z co Q co m ca v, a JOB NO. 21-71 SHEET 1 OF 2 cc W