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HomeMy WebLinkAboutIronbridge_PPSD2i 0 16+00 z ,.• IA E CENTERLINE V, 0 ` X Z. On po W - w rel O01it7 5950 z+(z: -� N -0 5960 _ ri ........ _. »D PROPOSED 10" LLI <f pwZ o � 1 OLn N 3 M 0 uj "O¢� ©'t=N Lo z -�,n0� IJ�Q Dn� -b (%jam>� ©�Lo0a Ti V) C) Q a z v PROPOSED �� GRADE @ CL �,., 5940 �r� EXISTING N -Lo GRADE @ CL 00 n�m� 23 L.F.: 15 L.F. w0 2 © 0.50% 18'ADS N12 i_- 18"ADS-1\112 PROPOSED 10" U)ZZoO® WATER MAIN mvlaZ9KL) STA: 1+06.5 F TOP ELEV: 5935.63 ate. INSULATE WATERLINE 5930 PROPOSED 8'1 PROPOSED 10" SANITARY SEWER ROPOSED ELEV @ FL STA: 1+06.50 OF PIPE INV ELEV:5929.96 TOP ELEV:5942.87 5940' . _ �'i XISTING ELEV @ CL i 0 16+00 z ,.• IA E CENTERLINE V, 1 .1111111 ` X ! W - <0U Q=w O0)O 00 N WOOQ z> -L -a U) 5960 _ ri ........ _. I PROPOSED 10" LLI <f pwZ o� N0Lo0) U 1 OLn N 3 S +p7 �O -Lnz0- d9 -. as Wm ®s Vi �>> ou mv)wZZV cm � TOP ELEV: 5948.59 I XISTING; O t a GRADE 0 CL 6�Z �,., s �r� PROPOSED N -Lo GRADE @ CL 00 n�m� _ ... _ 5950 aoeod:rnrn`n w0 2 w IL IL 2 S+o S I U)ZZoO® mvlaZ9KL) STA: 10+62.53 . - TOP ELEV: 5947.45' F 0 ate. INSUDATE WATERLINECL: COs PROPOSED 10" 5445 MAIN 9WATER �S STA: 1+60.01 � TOP ELEV:5942.87 5940' . _ �'i T DATUM ELEV DATUIf ELEV 5925.00 1 59v 100 0 1+00 1+37.81 CENTERLINE STORM x WEJ P f.. D8 $ 4 4 •F 6 jx r 8 ......ern rnrnrn� 10tn00606cd� cod ornrnrn n iLr) uo fn N o±Lr)zzzo� »»D Ln V)0::ZZZZV n W � 5950 0 _ _.. 0 O 0 c Lo Lo L10r�) �-N ZO6-Sp Z+p�S'i r0)0� io �LnO (% aZU aZU PROPOSED GRADE @ CL EXISTING XISTING ELEV @ CL FC ROPOSED ELEV FL. F PIPE XTA USING -. 217111, , 15",b 1 'k STA: 1 +00 TO 1+78.18 SCALE: HOR 19®-50° VERT 111-51 j Z ca N d0- d(o• d0. O "'co00 ���rnrnrn`n I d Lr)r-N �±�zzzoC6 < > > > > mV)�zzzzV w O � 0 00 (.0 M d- � N NO M 5950 w 0 to w r�i Ln Z�CN MD,6 z+� -�Looui - -tf)0ui m E_u m n:2Zv GRADE @ CL PROPOSED 5940: GRADE @ CL 16 L.F. 7 L.F, EXISTING @4.98% ' @11.82% GRADE 0 CL 18"ADS-N12` 18"ADS-N12 5940 PROPOSED 10" 15 LF WATER MAIN ' @3.64%' STA: 1+06.5 18"ADS - N 12 TOP ELEV: 5937.18 ROPOSED ELEV @ FL PROPOSED ELEV @ FL INSULATE WATERLINE I OF PIPE XISTING ELEV DATUM ELEV @ CL 5930,00 1+00 1+23.11 T E RLQ E 8 L.F. 18"ADS-N12 PROPOSED 10" WATER MAIN TA: 1+05.50 7P ELEV: 5940.06 SULATE WATERLINE STING ELEV CL 1+00 1+23.06 TE R L INE STA: 1 +00 TO 1+23.06 Cr%AI C - 't s 5950 - EXISTING GRADE 0 CENTERLINE z 1 I I I 5930 19+00 18+00 17+00 16+00 15+00 ,.• IA E CENTERLINE R :.' STORM 1 .1111111 PROFILE_ 1111, 14+00 RIVER BEND WAY/RED BLUFF VISTA/RIVER BANK LANE STA: 1 +00 TO 12+00 O�AI C= i � s 13+00 vI6�� god ry 10 *41 } I I U) Q m > > z 00 `cOU ua a-aw Q RD _ O - P. m o 2 in lll I I i <0U Q=w O0)O 00 __._... ,._ _.- .._. ,........ ........ _.__ WOOQ z> -L -a U) -Jw O m 5955 PROPOSED 10" LLI <f pwZ m U WATER MAIN IIL P d9 -. as Wm ®s i STA: 10+41.30-\ ou ZLli cm � TOP ELEV: 5948.59 a O i INSULATE WATERLINE .A m 4C4 I -m vy O � $ _M - W Z w z W m w0 2 w IL IL 2 0 POSE® 6" D.I.P STA: 10+62.53 . - TOP ELEV: 5947.45' F 0 ate. INSUDATE WATERLINECL: _._.._ _.... _ _ .. 5445 @1.26%'; EXISTING 6" PVC U FORCE MAIN STA; 10+67.1 TOP ELEV: 5942,34 _ EXISTING 8" 5 INSULATE FORCE MAIN SANITARY SEWER STA: 10+06.98 i INV ELEV: 5941.81 EXISTING 8" SANITARY SEWE 0+95.42 STA:- 10+95.42- INV INV ELEV: 5937.68 r i 12+00 11+00 10+00 a U >l zfr0pw z 00 `cOU ua a-aw Q RD _ O - P. m o 2 in lll 0O N :E ZU N Z <0U Q=w O0)O 00 �-a O r- F WOOQ z> -L -a U) -Jw O m a a Q m0>iLI cjLL QU U 0 LLI <f pwZ m U >-U) Q 11 1 U U In N co A a k O 9P 0 00 W" ONN u 0 OJ ®r*N w m 01n Z W mom IIL V AW d9 -. as Wm ®s ou ZLli cm � a O .A m 4C4 I -m > O � w {ij _ d1 W Z w z W m w0 2 w IL IL 2 0 W� Id > 0 ate. 3 PROJECT NO. 2051019.00 1:0 _;&-] H O 5: 0 0 (L J OJ W�p m = z O _ V AW < ZLli mIL (li OU O m W z LL W m W� > 0 PROJECT NO. 2051019.00 1:0 _;&-]