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HomeMy WebLinkAboutS-347314CB TYPE II RIM = 328.54 1 E= 320.84(E, W, SE)12 "ADS IE= 324.64(N W)6 "PVC I S /v. T METAL CULVERT IE= 322.61 14' HIGHx5.T WIDE? i BORE PITH / FH O NE 3 -23 -5 CB RIM-326+25 IE= 321.75(1 W)12 "ADS 6 "FIR NE 26TH ST E=321285(s)12 "ADS IE= 32265(N)6 "PVC WM � 21 1 CB TYPE II / RIM= 328.29 IE= 321.39(N W)12 "ADS [.38LF-18* STEEL CASING RECEIVING PIT METAL CULVERT IE= 323.13 PROTECT EXISTING UTILITIES DURING 4.5'HIGHx5.7'WIDE CONSTRUCTION NOTE: INSTALL TRAFFIC MEASURES DURING AUGER BORE TO ENSURE AT LEAST ONE TRAFFIC LANE IS OPEN AT ALL TIMES. THESE CONSTRUCTION RECORD DOCUMENTS HAVE BEEN PREPARED BY ROTH HILL, LLC. MOST FIELD INFORMATION PROVIDED BY OTHERS. ROTH HILL HAS NOT VERIFIED THE ACCURACY AND /OR COMPLETENESS OF INFORMATION PROVIDED BY OTHERS AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT MATT N PROVIDED BY OTHERS REVISED TO INDICATE CONSTRUCTION RECORDS REVISED BY: TERRY VAN WECHEL DATE: AUGUST 15, 2012 CONTRACTOR: SHORELINE CONSTRUCTION SEE STONEGATE LIFT STATION REPLACEMENT SHEET C5 FOR SEWER PLAN & PROFILE. N ARBOR / 0 WITH "STONEGATE SIGN" 5 °CE PROPOSED STONEGATE. .LIFT STATION FORCE MAIN (BY OTHERS) / / 4"2E INSTALL 8 "DI MJ PLUG FOR 6 "CE / FUTURE CONNECTION. �- 14'TALL ARBO VITAE Q INSTALL MARKER POST MIN. 4'PM w I 24' ABOVE GRADE. 6 Lj R °PO I I I2s F9 LF -8' PVC (C900) FM.. \ WET 6 "CE 6 "CE j�J `JELL J I6 PM / IQvI N�x� WM 28 +00 s - -- ss I_ SS FORCE MAIN _- - _ __ /,� GRAVITY _ _ N — _ — 29 +00 -s,- _ __ - -_ 4 _ - �1 -_ss i SS MAIN• - _ 30 +00 i -.,._ 354 LF -8" PVC (C900) FM Of WASxi 38 l- 38089 _ OF ERRONEOUSINFOR O - -- 340 O J J J 330 J Z 320 �I Y J i no J i 310 CB RIM-326.28 IE= 322.58(N)12 "ADS Q O 2'TALL LAUREL CONC 2 ALL LAUREL DRIVE CB SOLID LID RIM = 326.91 IE= 321.01(N)12 "ADS IE= 321.01(W)12 "CMP SSMH RIM-327.52 IE= 315.32(NE) IE= 315.42(W) I I �V / - - -- WV W- s ' FiS ` CS S STA. 30 +04,3'RT 1 -8" 45' BEND (MJxFL) 1 -8" 22.5' BEND (FLxMJ) w Q J � J Q � r �I N ' OB 3 I 0 J J } w I J m O O 1 I� 1 O I I I 31 +00 WV(2) 1 1 w 3 C r w J m 0 0 I I i I I 1 I I I I 1 I I I I 1 I I i 1 I i 41_ all X11 OII NII "t I� I I I I 1 1 I 1 I , 'I I iI I i I I 1 � /LU V/ LU 00 Wy V r m I- a m 5 " W N u i U 0 it N 0- I- of c K W,p( J N < n w m �m W N > n CL Uw n I- n > Wn� M U j III U W SCALE a JL 1 " =20' "'° "'°� °°' Al CITY OF STONEGATE LIFT STATION CONVEYANCE ROTI -'rl ILL 20 0 20 40 RWI3 RENTON IMPROVEMENTS per° DSH „K SCHEDULE A Roth Hill, LLC Te1425.869.9448 www.rothhill.com ( FEET) ° •*' Planning /Building /Public Works Dept. SEWER PLAN AND PROFILE 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 1 INCH = 20 FT NO. REVISION BY DATE APPR NE 26TH ST ° 14 0a; 5 - 3473ry In _ + D �CO -ss - -. ss - - - -- LLI —v Z J S /v. T METAL CULVERT IE= 322.61 14' HIGHx5.T WIDE? i BORE PITH / FH O NE 3 -23 -5 CB RIM-326+25 IE= 321.75(1 W)12 "ADS 6 "FIR NE 26TH ST E=321285(s)12 "ADS IE= 32265(N)6 "PVC WM � 21 1 CB TYPE II / RIM= 328.29 IE= 321.39(N W)12 "ADS [.38LF-18* STEEL CASING RECEIVING PIT METAL CULVERT IE= 323.13 PROTECT EXISTING UTILITIES DURING 4.5'HIGHx5.7'WIDE CONSTRUCTION NOTE: INSTALL TRAFFIC MEASURES DURING AUGER BORE TO ENSURE AT LEAST ONE TRAFFIC LANE IS OPEN AT ALL TIMES. THESE CONSTRUCTION RECORD DOCUMENTS HAVE BEEN PREPARED BY ROTH HILL, LLC. MOST FIELD INFORMATION PROVIDED BY OTHERS. ROTH HILL HAS NOT VERIFIED THE ACCURACY AND /OR COMPLETENESS OF INFORMATION PROVIDED BY OTHERS AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT MATT N PROVIDED BY OTHERS REVISED TO INDICATE CONSTRUCTION RECORDS REVISED BY: TERRY VAN WECHEL DATE: AUGUST 15, 2012 CONTRACTOR: SHORELINE CONSTRUCTION SEE STONEGATE LIFT STATION REPLACEMENT SHEET C5 FOR SEWER PLAN & PROFILE. N ARBOR / 0 WITH "STONEGATE SIGN" 5 °CE PROPOSED STONEGATE. .LIFT STATION FORCE MAIN (BY OTHERS) / / 4"2E INSTALL 8 "DI MJ PLUG FOR 6 "CE / FUTURE CONNECTION. �- 14'TALL ARBO VITAE Q INSTALL MARKER POST MIN. 4'PM w I 24' ABOVE GRADE. 6 Lj R °PO I I I2s F9 LF -8' PVC (C900) FM.. \ WET 6 "CE 6 "CE j�J `JELL J I6 PM / IQvI N�x� WM 28 +00 s - -- ss I_ SS FORCE MAIN _- - _ __ /,� GRAVITY _ _ N — _ — 29 +00 -s,- _ __ - -_ 4 _ - �1 -_ss i SS MAIN• - _ 30 +00 i -.,._ 354 LF -8" PVC (C900) FM Of WASxi 38 l- 38089 _ OF ERRONEOUSINFOR O - -- 340 O J J J 330 J Z 320 �I Y J i no J i 310 CB RIM-326.28 IE= 322.58(N)12 "ADS Q O 2'TALL LAUREL CONC 2 ALL LAUREL DRIVE CB SOLID LID RIM = 326.91 IE= 321.01(N)12 "ADS IE= 321.01(W)12 "CMP SSMH RIM-327.52 IE= 315.32(NE) IE= 315.42(W) I I �V / - - -- WV W- s ' FiS ` CS S STA. 30 +04,3'RT 1 -8" 45' BEND (MJxFL) 1 -8" 22.5' BEND (FLxMJ) w Q J � J Q � r �I N ' OB 3 I 0 J J } w I J m O O 1 I� 1 O I I I 31 +00 WV(2) 1 1 w 3 C r w J m 0 0 I I i I I 1 I I I I 1 I I I I 1 I I i 1 I i 41_ all X11 OII NII "t I� I I I I 1 1 I 1 I , 'I I iI I i I I 1 � /LU V/ LU 00 Wy V r m I- a m 5 " W N u i U 0 it N 0- I- of c K W,p( J N < n w m �m W N > n CL Uw n I- n > Wn� M U j III U W SCALE a JL 1 " =20' "'° "'°� °°' Al CITY OF STONEGATE LIFT STATION CONVEYANCE ROTI -'rl ILL 20 0 20 40 RWI3 RENTON IMPROVEMENTS per° DSH „K SCHEDULE A Roth Hill, LLC Te1425.869.9448 www.rothhill.com ( FEET) ° •*' Planning /Building /Public Works Dept. SEWER PLAN AND PROFILE 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 1 INCH = 20 FT NO. REVISION BY DATE APPR NE 26TH ST ° 14 0a; 5 - 3473ry