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HomeMy WebLinkAboutS-329812� ` / ' ( / � CV) Q w I I / . / �� 000720 -0054 I 000720 -0157 I° /f .�S FRED B & ERNA M SANDOY SCI MGMT. CORP CONC WALK 30' U 30' 30" $220 $300 N f U 3� D.C. D.C. 30' I N SSMH C.O.R.$ 84 { / Q ( 3 RIM= 32.44 IE 12° CONC(NW)= 21.89 // ASPHALT �it �, 000720 -0184 z Vj E z4° DI (s) =2o.fis PARKING REPLACE EX. CLAY SIDE > / SG MGMT. CORP ° IE 15° PVC (E) =20.74 J SSMH C.O.ft.$ 149 SSMH GO.R.$ 151 C8. RIM =31.32 �� RIM =31.77 SEWER FROM GUTTER TO I T.D.C. RIM = 37.30' S IE- 6-CONC(N)=28.82 IE 24° CONC (S) =21.57 ( IE 8 °PVC(E) =23.65 41 IE 12'STEEL(NW) =21.42 NEW SEWER MAIN `a SDMH RIM =31.54 IE 24° DI N =21.32 ? IE 8-CONC(W)=22.75 1 3 9 CONC WALL ( ) m 0 50 E O a CL CHNL 24° CONC S -N =21.20 � Q ® _ Q 72 °Ga1(NW -SE)=27.34 ° fi, 3 Pmt RIM =30.94 TYPICAL S ° I IE =31.1 IE IE 6-CONC(W)=29.49 E -31.4 0.'PVC 4'PVC6 4 °STEEL CONIC WALK - 3 °MAPLES cri CO ° �{ P UP A'L� 71PICAL i' HIGN CONIC WALL � I CPI')NC WALK ®� 4" STEEL CONC WALK c D ® G O MHI #A -1 m w _ w w mo w w SHATTUCKAVE. S. 3 "3 MH #A 2 °+o W- m w W W N019924°E o $� W 8° W w w J549.67° n -- o o w- 1 MH #A -3.' -® )10 +00 E SD 1 3 0 In SD o° 9 m � sD 2 °PE -A IP MH #A-4 ° CONIC WALK ® � b �- � s � c � c ❑ D c-�__ UP UP UP UP SDMH RIM =31.86 UP UP ® CONC WALK ®p O IE 8°CONC(W) =25.86 s 3 °MAP1E5 G UP up UP FOUND MIC 12-S) =22.86 y TYPICAL IM =31.43 FOUND N52'4d'09'EI - - v CB RIM =30.84 SSMH RIM=3ll0 CONIC uP- CONC{SE) =29.28 N iJ8598.Z9 STA 4 +5D.22 IE 6 °CONC(E) =28.14 - IE 12 °CONC(W) =23.20 _ SDMH RIM =30.98 E 1299908.43 INTERSECTION COORDS / / SDMH RIM =31.32 IE 6-CONC(NE)=28.04 RECONNECT EX SIDE SEWER IE 12°PLASTIC(N) =22.25 CL CHNL 12 °CONC(N -S) =22.18 L N 178598.12 / / TOP 30 °STEEL CASING TO NEW SEWER MAIN IE 12-CONC(S)=22,15 I 0 3 °TYPICAL CB RIM =30.58 Y EIEV 31.40 J E 1299208.21 (NW -SE )LAY (2 00072DNC ST IE 6-CONC(E)=28.48 36" 3 IE 12° CLAY (N -S) 22.82 SAFEWAY INC STORE 1 J � $203 IE 6 °CONC(E) =28.23 � HAZLNT. 9 0 E 000720 -0172 / T.D.C. STEEL ICON LLC 000720 -0115 SDMH RIMCTURE .? SENS CORP TOP CTRL STRUCTURE b 30 3, o a $211 8 °CMP(SE) =29.71 d c o c REPLACE ALL OF THE EX. $212 E 8 °CMP(SE) =27.01 I eogR ciry of REINSTATE EX, SIDE SEWER / CONC. SIDE SEWERS FROM D.C. E 78 °CMP(W) =27.01 000 RA pi FAh TO NEW SEWER MAIN USING THE GUTTER TO THE NEW _ _ _ o ®W �'?O OjaeNF R "'\. f TRENCHLESS METHODOLOGY SEWER MAIN SDMH RIM =30.97 I ( RECONNECT EX. PVC SIDE TOP 8 °DI(E -w) =23.92 SEWER TO NEW SEWER MAIN CL CHNL 12 °CONC(N -S) =21.97 -w- ZS No 5 +00 6 +00 7 +00 8 +00 9 +00 10 +00 s 0 v w :143 LF OF24" . . . REMOVE .......... ZO 2O PLU G AND FILL EX 24 "CO N C CURED -IN -PLACE PIPE EX. SSMH STA' 9 +68.9, 0.0 RT RIM =31.30 REMOVE REMOVE E 8 "PVC(E) =23.65 EX. SSMH:STA 4 +39.76 1.6 LT : EX. SSMH STA 5+87.80, 0.5 LT : : IE 8 "CONC(W) =22.75 ...:... :.. RIM = 32:44 ......... : .... ...............:........RIM =31:77 .......... ....:.........:.........:.........:.........:.........:.........:.........:.........:. ........:.........:.........:.. - - - - . - :.. - - - ....:....... ..:.........:.........:........ CL. CHM.$0 "SEEL(S.:N). 21.20 ......:.........:.... . IF 8" CONC (NW) =21.89 IE 24-CONC (S) =21.57 IE 24" DI:(S) =20.89 IE: 12" STEEL (NW) =21.42 - IE 15° PVC (E)= 20.74 IE: 24" DI (N)= :21.32 : SCALE: - HORIZ: 1" = 20' 10 ........... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ..... VERT:T._.5........ ......... ......... ......... .. _...... ....... ......... ......... ....... ......... .. .......:.........:_...._.:..... 10 S=32-98 12 EXPIRES 8/21/09 DEC 2007 2008 SANITARY SEWER REPAIRS Shattuck Ave S. (S 2nd St to S 3rd St) S-2 soz o: 2 9 131219181 T MH #A -1 STA 4 +39.76, 1.6 LT : MH #A -3 STA 5 +84,92, 8.0 RT MH #A -2 STA _5 +88, 0.5 LT ...:40...... REMOVE:EXMHAND ........... .... ...NEW 60 "MH.... ......... ..R M0 EX._1C1h14ND. ......... ......... ......... ......... ................... ......... ......... ......... ......... ..... -... ........- ......... MH# A- 4 .STA.9 ±69.2;9.0.R.T..:......... ......... ..... 40 REPLACE WITH NEW 60 "MH : NE 48" MH RIM= 31.71 REPLACE WITH NEW 60 MH RIM= 32.4± IE 18 E = 21.46 RIM= 31.81 _ + IE 15" E =.20.74 IE 10" N = 22.72 IE12 "W= 21.51: 1E24 "N =21.32 ............. IE 24 "S = 20.89 _ ... ..... ...... .:.. ... ................. ....... .........: _ . .....:.. _ .............. lE.8- W.= 22.83 (RECONNECT. EX.) . ...... ..... . IE�10 5- 21:57: 1E 10"5=21.66 lE 8" NW = 21.89 IE 18"W=21. 42 !E 8 "E =2a59 (RECONNECT EX.) EX. GROUND ® ROAD CENTERLINE ...:30 ...... ......... ......... ......... ......... ._...... . - ....._.. . . ..... ......... ......... ......... ......... ......... ..._.... ......_. ......... ......... ......... ......... ......... ........ .... ......... ...._... .. ... ......... ..... 30 4 LF OF 18" PVC @ 1.0% BETWEEN MH #4 AND MH #5 ......... ................ _ ...................... .............................:. ...... ............................................................................................ ........................- ...... _ -............. .. ..... ..... ............................... ..................... 380 LF OF 10" PVC @ 0.30% EX: 24" DI SANITARY SEWER: s 0 v w :143 LF OF24" . . . REMOVE .......... ZO 2O PLU G AND FILL EX 24 "CO N C CURED -IN -PLACE PIPE EX. SSMH STA' 9 +68.9, 0.0 RT RIM =31.30 REMOVE REMOVE E 8 "PVC(E) =23.65 EX. SSMH:STA 4 +39.76 1.6 LT : EX. SSMH STA 5+87.80, 0.5 LT : : IE 8 "CONC(W) =22.75 ...:... :.. RIM = 32:44 ......... : .... ...............:........RIM =31:77 .......... ....:.........:.........:.........:.........:.........:.........:.........:.........:. ........:.........:.........:.. - - - - . - :.. - - - ....:....... ..:.........:.........:........ CL. CHM.$0 "SEEL(S.:N). 21.20 ......:.........:.... . IF 8" CONC (NW) =21.89 IE 24-CONC (S) =21.57 IE 24" DI:(S) =20.89 IE: 12" STEEL (NW) =21.42 - IE 15° PVC (E)= 20.74 IE: 24" DI (N)= :21.32 : SCALE: - HORIZ: 1" = 20' 10 ........... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ..... VERT:T._.5........ ......... ......... ......... .. _...... ....... ......... ......... ....... ......... .. .......:.........:_...._.:..... 10 S=32-98 12 EXPIRES 8/21/09 DEC 2007 2008 SANITARY SEWER REPAIRS Shattuck Ave S. (S 2nd St to S 3rd St) S-2 soz o: 2 9 131219181 T