Loading...
HomeMy WebLinkAboutS-015701• EQUATION 133.17.G% P.T. UK 133 +ZI.49 PDX AF .. .. ... U1 •. •• _ EXIST. MANHOLE 1310 *13.413 t3- -G4.91 = N.E. SUNSET BLVD. 0 +00 TO SO. 0 +00 TO SO• — �r' - - -- --- - - - - -- ----- - - - - -- - --- --- - -' - -- ------------ - - - - -- S. R. 900 e ----- 2o'GOUC. PAVEMEIJT� - -N $2 °ZZ'4Z "W_�4O 177 - $" rPROP IZ•STORM SEWER FSY STATE HWY. OEPT. .. .. JI .. 12 oS' I • IS3.60' _..��.. 133 +of,.(, 8 MT) 136 +21 *° (1740 RT.) - Z'n•.v Tee I INSTALL MANHOLE S 3- •4'TEE'351'E.OF MH. 10 EA EMENT 10° EASEMEN 0 +49 �O• CSC RT.) 11 I 0 +5334 C5 °LT.) o INSTALL MANHOLE 'N INSTALL MANHOLE I- m 136 +293 (53114RT.) I O W 1 ow t I J c�w}.c2 rrp 1111STA,LL !ZO'OF ,Z "CONC. PIPE , 1 1 I CON, 'TYPE P C.-B., Z-TYPE I C.B., $ 36' K CONG. PIPE PRIOR TO ST REE WORK. I I 4 i'0 ® 6 ISZ.&2' •. I �o� I 7 � ue 15 I R/W II 6" 3 "CLASS "i'S "ASPHALT I I t+q0 OIOt ° 0 GONG. CURB �. GUTTER 4" CRUSHED ROCK � R/W t CONC. S-IOE-WALK ( MIN, G' BANK RUN GRAVEL � ; IZ Ed I 0 TYPICAL- X- 5ECTION @ I I NO SCALE N Y SiVO ul Z +S5 END STREET N PROFILE OF WEST ki''..� // 5` APPROX.PROFILE -4t-QUEEN AVE.N.E INSTALL.MANHOLE �� wES r ar -�'! I� 400 �. 0 +53 22 (5_ LT.) 0 +504- °i5 °RT) �--y /� 4Z0 INSTALL MANHOLE PLOT f LAN INSTALL MANHOLE. 395 — INV. ELEV. 393.77 INV. ELEV. 359.21 I " =40' 0 13G +Z1$O (1792 RT.) - I `PLUG END -INV. 394.IZ EXIST. . PROFILE 0 Jn 0 INSTALL MANHOLE 415 — / 40' OF 8 CONIC. PIPE 0.4 % INV. ELEV. 393.94 Z -66 ?OF 8" CONC, PIPE 0.7317. 139 •00OF 8" CONIC. PIPE 0.314% 0 / Z +41 L Sb RT. 390 — ' 0 \ INSTALL MANHOLE r % a olo INV. ELEV. 415.19 410 — U AA NORTH PROPERTY LINE Q a O h ^I Q�Q� - PROPOSED qt- PROFILE 0 +00 SO. _ 1 +00 F / ST. HWY. STA. 13G +134 - N /o O�G 00 m 20 m G WEST PROPERTY LINE m \7r- °I°/ CG 0 000 O� + H + U ti' 4 - 400 — 0 05 0.0 / A2 tU > > 2 EY.- IST, cGRA CE.- N•E; SUNSET - BLVO.- (S.R.900) 2.0. QUEEN AV E. N.E. 400 — I ! L_" 395 — 0 0 ! I 133 +01 °-°• (1814 RT.) _ 00 I.I INSTALL MANHOLE- 0 +44°° (5g -RT.) - 1 I INV. ELEV. 391.99 0: m INSTALL MANHOLE 395 I I 390 -- > INV. ELEV. 394.21 I) ii I I LONG. PIPE 0.4113% 0+00 50.= 1 +00 Z +00 3 +00 I ( 320.600E S" ST. HWY.STA.'1W7 +64 g' 5-157 .136 +Z1�9 '17 Y_ RT) 390 STALL MANHOLE - 93: 44 (13 $ RT. ) INV. ELEV. 3 EXIST MANHOLE SANITAF?Y SEWER. G "C]R INV ELEV. 391.99 PROFILE KIRKMAN KONSTRUCTICN CO. HORIS, 1 ° =40' -.... .. 1 I VE CRTICAL 1" -5' N.E. SUNSET BLVD. t QUEEN AVE. N.E. 135 +00° - 136.00 ° -° 137.+00° = I AS BUILT F. B. 3011/42 L.O.H. 4-•20 -73 BAP 1 -31 -7 Z. e. FHTy F` +aaH EQUATION C: N• A`S SHOWN Z63 55 133 +17.Gi P.T. BK.= N.E. SUNSET BLVD. 1 133 +21.49 P.O.T. AHD. , 1 - j p