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HomeMy WebLinkAboutR-423304C'7 C'7 CV LLJ © 2026 ATWELL NCI DATE NOTES 1 INSTALL NEW TYPE 1 CATCH BASIN AND VANED GRATE PER STD DETAIL 200.00 AND 202.00. 2 INSTALL NEW TYPE 2 CATCH BASIN W/SOLID LID PER SID DETAIL 201.00 AND 204.5. 3 CONNECT NEW STORM PIPE TO EXIS71NG S7RUCIURE. 4 CONNECT EXIS77NG STORM PIPE TO NEW S7RUCIURE. BY REVISIDN 420 410 BUS EX CB 15312 1\ \ OX RIM 413.87 0423059273 \ \ III o 8 "" CONC IE 411.86 SE \ \ II 4018 NE 127H ST \ �I SUS" cn Ni RIM 16.68 8"406.7J�o' \ I III o I3I I III 15 (WEE) \ I v (CTj CHANNEL) O V) -_-- _,,��� /424 / _%-T-_- -T- ; -- PT o w - FOG LINE41 y - - , WVN S 1 , _ \\ 41 & 00 1 � I I -4S _ �- 1 +50 NE 7 2TH ET o J L G- T P G-- G--�-G--� G�`� c� FOG LINE �20. 'STOP" WCR -�_ fi Lop.�. CB 1 4 TYPE / 4 1 T;nFFn _�:e2'tT / 2+08.31, 25.00' L T :(AB) / EX SDMH 15315 I 1' RIM 420.77 1\\ III I o 12" CONC IE 418.42 (W) CB 1 5 TYPE / I III 12" CONC IE 418.04 (E) 4 1 { I \ ,1i1.45, 2;z7 'LT 1 +80. 01, 27. 59' L T (AB) I / R o IVV/JVVJVV 1160 TACOMA AVE NE EX SDMH 15313 TYPE 1 THRU GRATE I I I1II ( I I o RIM 419.71 I III 12" CONC IE 417.21 (W-SE) 12" CONC ABANDONED (N/NE) (DOES NOT APPEAR TO DRAIN WELL, LOTS OF SEDIMENT) (12" - NOT KNOWN (SW) - GIS) I (12" P. S. IE 414.5, PER 1952 AS -BOIL T PLA T OF BRENTWOOD NO. 2- NGVD29 DATUM) I I I o EXISTING GROUND ® ROAD T1P 2' SD - - EX FIRE HYDRANT �II WVN III I 409. EX SDMH 15318 II I I RIM 414.35 NI III 1` (8" CONC IE 409.24 (NW) GIS) (8" CONC IE 408.95 (E) GIS) (UNABLE TO ASCERTAIN USED GIS DA TA) 12" CONC IE 407.75 (N) III _ --SD 4.42 OPT III w III I 1 1s" ci ZW 0 2� 11. EX CB (15311) RIM 413.60 8" CONC IE 411.27 (W) 8" 1E 405.93 (CT? CHANNEL) "LEFT -RIGHT ARROW" rrvu rurvc,nmHron m i-iiz BRASS DISC IN 4'X4" •'PED-STOP" CONC MON IN CASE, -'STREET" DN. 0.710 IN TX WVN NE 127H & UNION AVE NE 415.00 (412012023) \---W----W----W-- 8" DI - ��---OP----OP I ffI F ` EXCA VA TION WORK NEAR THE PIPELINE. N II c CB 1 7 TYPE 11-48' O 2 4 III I SOLID LID 66' 1 +51.59, 39.04' L T (AB) II NO PIPE JOINTS ON CROSSINGS. CONTRACTOR SHALL "I I CENTER PIPE OVER SPU TRANSMISSION CROSSING SO a 10 : I THAT NO BELLS ARE DIRECTLY ABOVE OR BELOW SPU PIPE. 17=12" DI ^� I C B1 6 TYP' E / 1 O ,'-TV96A 7�1.7�CT 1+69.37, 38.96' LT (AB) EX CB 15314 a RIM 418.90 O I 12" CONC IE 416.30 (NW) 8" CONC IE 415.45 (E) (VERIFIED GIS - APS FIELD MAPPING -PHASE 2 RECORD DWG 212015) 3 I� EX 12" SD _ 17=12" 17.8' -12" 02.59709.06R AB CB 14 1 TYPE l EX 12" CONC /E 418.37' (IN- W) (AB) RhW 4297777 � EX 12" CONC 1E 418.08' (OUT-E) (AB) 12" DI SPOOLS FROM NEW CB TO EX CONC SO WITH 7RANS177ON COUPLINGS CB 15 TYPE l B 1 7 TYPE 11-48[ S LID LID 4 I 0 CB 15 RIM 419.63" (AB) Rw � EX 12" CONC lE 417.32' (lN-W) (AB) 12" 1E 4f+*111-11N i„` EX 12" CONC 1E 417.32' (OUT -SE) (AB) CB 1 6 TYPE 1 11 422 5z2-Fi�a�� 12" DI SPOOLS FROM NEW CB TO &gam EX CONC SO WIIN 7RANS177ON COUPLING RIM 418.95' (AB) EX NEW 12"DI 1E 414.62' (IN-) (AB) _SPU Wq EX 12-CONC 1E 411.58' > (AB) B 16 - RIM 418. 98' (AB) IE 405. 81 f ) NEW 12" Dl lE 416.23' (OUT-E) (AB) EX 12 CONC. lE 411.28 ('T-N) (AB) EX 12 CONC lE 416.28" (lN-NW) (AB) 12" Dl SPOOLS /N AND OU 7F CB TO N E 1 2TH E T 12" DI SPOOL FROM NEW CB TO EX CONC SD W177/ 7RANS1NV COUPLINGS EX CONC SO W TH TRANS177ON SCALE: 1 °=20' H, 111=5/ V COUPLING 420 N ^ 00 n n pl� N O a r< o 0 3 f 00 STORM DRAINAGE NOTES 2 f 00 EXISTING GROUND EL ® ROAD TYP 1. PROTECT ALL EXIS77NG U77LI77ES /N PLACE UNLESS DEN07ED AS ABANDONED OR TO BE REMOVED. 2. INSTALL E7HAFOAM PAD BETWEEN PIPES IF CLEARANCE IS 6" OR LESS J. MAKE CONNECTIONS FROM NEW PIPES TO EXIS77NG PIPES WA COUPLING BANDS (FERNCO OR SIMILAR). 4. LIMIT DISTURBANCE TO EXIS77NG SIDEWALKS AND PLANTER STRIPS TO 7HE EXTENT NECESSARY FOR PIPE AND CATCH BASIN /NSTALLA770N. ANY SIDEWALK DAMAGED BY OPERA77ON OF CONSIRUC77ON EQUIPMENT ON SIDEWALK SHALL BE REPLACED IN KIND BY THE CONTRACTOR AT NO ADD177ONAL EXPENSE TO THE CITY. 5. CON7RACTOR /S RESPONSIBLE FOR PRESERVING, PRO7EC77NG, AND TEMPORARY BYPASS PROVISIONS AS NECESSARY TO MAINTAIN U77LI77ES AND SERVICE. 6. LOCA77ON AND DEPTH OF EXIS77NG U77LI77ES SHOWN ARE APPROXIMATE CONTRACTOR SHALL VERIFY LOCA77ON OF EXIS77NG U7ILI77ES PRIOR TO STARTING CONS7RUCIION. AT W LL 866.850.4200 www.atwell-group.com 25 CENTRAL WAY, SUITE 400 KIRKLAND, WA 98033 425.216.4051 J. Ipm ra 32126 S FG/STER��c s/ o�"414 //2a/2J6 �• �CITY OF RENTON WASHINGTON N SCALE: 1 " = 20' 0 10 20 40 NE 141H ST -N � W KEY MA P 2 NOT TO SCALE 4 - 2 t t NE 127H Sr 4 LLNEEE?IH ST CAUTION: SEATTLE PUBLIC UTILITIES (SPLI) WATER TRANSMISSION PIPELINES CONTACT SPU 72-HOUR BEFORE ANY EXCA71ON WORK NEAR THE PIPELINE. SPU FIELD REPRESENTATIVE CALL SPU S LAKE YOUNGS HEADQUARTERS AT 206-684-3933 OR SPU WATER OPERA TIONS CEN TER A T 206- 733- 9300. ALL STATION, OFFSET, AND ELEVA TION REFERENCES SHOWN HEREON REPRESEN T MEASUREMEN IS TAKEN B Y NOR THLINE SUR VEYIN G INC. ON 9/1612 02 5 AND 912212025. ALL POINTS WERE MEASURED AT THE CENTER OF FRAME AND GRATE OR CASTING COVER. ALL LOCATIONS AND ELEVA TIONS WERE MEASURED WHILE ON PROJECT DATUM TO THE ACCURACIES AS SPECIFIED IN THE CONTRACT SPECIFICATIONS. THE PURPOSE OF THIS SHEET IS TO SUPPLEMEN T THE RECORD DRA WING REQUIREMEN IS PER CON IRA C T SPECIFICA TIONS. SCALE: AS NOTED PLO T DA TE: 112012026 BRAN J. DARROW, PE PROJECT MANAGER TAYLOR BROWN, PE ENGINEER CAROL DOGGETT DESIGNER ASmEUILTS R-423304 EXISTING UTILITY NOTE EXISTING UTILITIES ARE SHOWN IN THE APPROXIMATE LOCATION. THERE IS ND GUARANTEE THAT ALL UTILITY LINES ARE SHOWN, OR THAT THE LOCATION, SIZE AND MATERIAL IS ACCURATE. THE CONTRACTOR SHALL UNCOVER ALL INDICATED PIPING WHERE CROSSING, INTERFERENCES, OR CONNECTIONS OCCUR PRIOR TO TRENCHING OR EXCA VA TION FOR ANY PIPE OR STRUCTURES, TO DETERMINE ACTUAL LOCA TIONS, SIZE AND MATERIAL. THE CONTRACTOR SHALL MAKE THE APPROPRIATE PROVISION FOR PROTECTION OF SAID FACILITIES. THE CONTRACTOR SHALL NOTIFY ONE CALL AT 8-1-1 (WASHING TON81 1. COM) AND ARRANGE FOR FIELD LOCATION OF EXISTING FACIL1 TIES BEFORE CONSTRUCTION. CITY OF RENTON PROJECT NO: W-4233 1 7 NE 1 2TH ST AC WATER MAIN & STORM SEWER REPLACEMENT PROJECT CAG-23- 1 2 7 CITY OF RENTON WASHINGTON STORM PLAN & PROFILE - NE 12TH ST JOB NUMBER 2 2- 3 5 4 SH T E D- 0 4 SH T 17 OF 27