Loading...
HomeMy WebLinkAboutzS-0217SetSANITARY SEWER L.I.D. 300 OLY MPIC VIEW TERRACE ENGINEERING DEPARTMENT WARREN C. GONNASON PUBLIC WORKS DIRECTOR �Y n I I I A I I I i i I I I i I A LEGEND CHECKED I I NO. REVISION BY !APPR.I DATE APPROVED SHEET I OF 3 EXISTING PROPOSED IVH ===C— SANITARY MANHOLE SANITARY MANHOLE SANITARY SEWER SANITARY SEWER w WATER LINE - -- — TEE LOCATION �— WATER VALVE MANHOLE �1 I STUB LOCATION 1R FIRE HYDRANT —T —T— UNDERGROUND TELEPHONE —E —E— UNDERGROUND ELECTRICAL —G —G - GAS LINE PIPE CULVERT x —x —x- FENCE 0P •PP POWER POLEJELEPHONE POLE C.s. ® CATCH BASIN w- M. O WATER METER NB a MAIL BOX TO T /� c BUILT S BU I TELEPHONE t"1 1 nr "T PAVING �L+ /� 1-14-77 GEC CITY OF R E N T O N Fa.^ DEPARTMENT OF ENGINEERING CHECKED I I NO. REVISION BY !APPR.I DATE APPROVED SHEET I OF 3 TEE 1+01(2) EXIST. SAN. SEWER MH. J U TEE 2 +00 6.5 STUB 3 +27 12'- 6 "PVC 6 r I - 3+00 _ BENSON - ` 4.00 w � U 19, TEE 4 +26 6.5 TEE 5 +24 6.5 1` \ . 12 "CONC. CULV � F4-6"X6"CONC.10.1-11 W 4SPHORI W.V. ` 6 +00 Lu w w w F- U) �I i9 LJ I � F- wl w FIRST PRESBYTERIAN CHURCH N I STUB (n 6 +61 12'- 6 "PVC A� STUB I 7 +00 19, 9 +40 I :.............. ......... . I STUB 11 +17.5 175 1 6PVC 6 WOODEN FENCE - ,p-(r 12 +00 12 -6 PVC / 12 "CONC.CULV. 11/ A6 / / r � y Q `O PRC II+00 ® i BENSON ROAD 8 +00 NA in; 9 -NOTE: WATER CROSSING K S 420- SCALE: HORIZ. 1.. _ 40` VERT. 1" = 10! MH 3 _ 10 +33.50 410- TOP 400.44 pIA� 341' S Ip27 MH 2 18 CU ERT 6. 400 - 8 +o0 - INV 394.74 ��pVC390— TOP 385.46 380_ :. .PROFILE TRAVERSE E EDGE OF ASPHALT.... : - -I' - INV. 379.40 MH ..I _ _ �_- ®24 "C.LV" ERT- BOTTOM 2'. DRAINAGE DITCH 4 +00 370 - PVC f 8 TOP 362.97— - i ��_ / 406.1125/ ®./244 CULVERT 360- / TEE 12 +26 5O 30 c� so -420 -410 -400 -390 -380 -370 AS BUILT 350- INV. 354.95 _ 1 -12-77 GEC �f 7 +00 8 +00 9 +00 10 +00 11+00 12 +00 _.' 8.. 405 pVC 340 - 6125 �� OLYMPIC VIEW TERRACE 36" CULVERT 330 _\ _ _ _ SANITARY SEWER L.I.D 300 I MH 8 - -- 6+38- \ STUB 11 +175 176. PVC \1+00' 6. 1307 N BROWN 1305 0 0 FOLINO f +57.00 \ 12 51.22' 90' (12+11.34) +OD TEE 1 +Do 12 +26 0 90 55 108.08 70 EXIST. 10' ~DRAINAGE T. ESM' G/ 1405 1409 L--S' SCHWEMNITZER DUCICWORTH 1413 �0 KOENIG N - lui 1505 10605 10619 COOKS HODGE m o yQ u I \ 12-\ EXIST. 10 DRAINAGE ESMT. 9� 90' — — 90' 90' — 90' 117.97' 419.24' 80' 135.17' 2400 3+00 N 88- 16 -39E 4400 5 6400 118 °20'56" MH9 8+ 98.19 9400 10 STUB STUB 8 +88, 9 +50 26.5 -5 "PVC 28.5' -6 "PVC _ 5 lI 70' 70 10621 10629 ANCHORS CHURCH 0 m m ro _34 70' - -j - 70' 102.9' _ 69.1 MHIO _ 11 +00 12 +00 a- -4- STUB STUB STUB 10180 11 +54 II +58 26' -6 "PVC 275' -6' P/C 27.5• -6 "PVC © 5.5 5.5 70' 70' 48.74' R= 20' 32.64' rSCH 0635 10643 U LTZ CHRISTOPHERSON 10649 BOYKER ? -m N E2 ro m _ m 70 70 70' 69.10' 69.10, 69.10' N88 11 -39E 61.58 69.10' -3 P 1,1 O m N mlP m c NIm 3 ' qI +3 b 10 ++20 3' 338.19 S0. 27th STREET (SE 164th STREET) AHD 0 +20 AHD 3' (1o.2a.m 0100 0418.91 1400 2400 3 +00 4.00 5 +00 6+00 7+00 8+0D — -I- + 4- + + + �- \ STU� STUB— N 86- 12 -38E 6,07 6 +U2 STUB +89 2 +66 "PVC 44 4 +j7 i 8f,04 8+10 8+�0 \\ Ib 27'-6 "PVC © 27 PVC 87 13+46 27 5. -7 PVC Q 26+ 5.5 27- 5.5 28'- VC "PVC 8778' R = 45' 56 46' Z 90' 90 — -- 90, \ STUB 11 +175 176. PVC \1+00' 6. 1307 N BROWN 1305 0 0 FOLINO f +57.00 \ 12 51.22' 90' (12+11.34) +OD TEE 1 +Do 12 +26 0 90 55 108.08 70 EXIST. 10' ~DRAINAGE T. ESM' G/ 1405 1409 L--S' SCHWEMNITZER DUCICWORTH 1413 �0 KOENIG N - lui 1505 10605 10619 COOKS HODGE m o yQ u I \ 12-\ EXIST. 10 DRAINAGE ESMT. 9� 90' — — 90' 90' — 90' 117.97' 419.24' 80' 135.17' 2400 3+00 N 88- 16 -39E 4400 5 6400 118 °20'56" MH9 8+ 98.19 9400 10 STUB STUB 8 +88, 9 +50 26.5 -5 "PVC 28.5' -6 "PVC _ 5 lI 70' 70 10621 10629 ANCHORS CHURCH 0 m m ro _34 70' - -j - 70' 102.9' _ 69.1 MHIO _ 11 +00 12 +00 a- -4- STUB STUB STUB 10180 11 +54 II +58 26' -6 "PVC 275' -6' P/C 27.5• -6 "PVC © 5.5 5.5 70' 70' 48.74' R= 20' 32.64' rSCH 0635 10643 U LTZ CHRISTOPHERSON 10649 BOYKER ? -m N E2 ro m _ m 70 70 70' 69.10' 69.10, 69.10' N88 11 -39E 61.58 69.10' -3 P 1,1 O m N mlP m c NIm