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HomeMy WebLinkAboutS-384201X N w I J n >- n u � 00 U 10 -Ln LZ (D C) O o- o o � U U D � L1J O I C a u 'W N n 0 N / 00 'S C9 -� -' Ln Q0 o% O O 0 _ 0 � U Q Y I II BUILDING SIDE SEWER 4 LF 6" PVC SS 2.00% N` N C.U. RY RIM=29.93 � I.E. IN=24.12 I.E. our=24.12 PROTECT STUB & C/0 OR CUT AND CAP PER � CITY STANDARDS n n PORTION OF N 1/2 OF SECTION 25, T. 23N, R. 4E, W.M. 00 �* INSTALL SANITARY SEWER MANHOLE AT END OF 8»0 PVC STUB � SCALE 4 30 0 15 30 60 Lj Z) N 2 CITY SSMH #2 2 ( FEET ) Q RIM=26.49 1 INCH = 30 FT. I.E. IN -14.80 Wr I.E. OUT=14.70 U Q 1 SANITARY KEYNOTES. Z TEE STA 1+45 �, 1. CONNECT TO EXISTING 8"0 PVC SEWER STUB, VERIFY PIPE SLOPE i 1 NN I.E. IN=17.72 PRIOR TO CONSTRUCTION. © 6,w I.E. IN=17.92pprq, o PI: 46+78.69 I.E. OUT=17.72 _ D FH - n 20' WIDE SEWER EASEMENT REC. NO. 20050504000979 ra�•rw,e�t SSMH #3 cn 15 WIDE SEWER 20' WIDE WATER EASEMENT / v N LJ EASEMENT FOR REC. NO. 20050504000979 RIM=29.02 _ I.E. IN=19.89 w w w w w,ANHOLEw w w w o. 1. E. I N =19.8 9 ----- v I.E. OUT=19.62 S -SS S -ss ss-ss-ss-ss-SSS-Ss�, o (PRIVATE) 443LF 8r, PV 241 LF 8 PVC SS @ 2.00% C SS ° Ln F. © 0.507 1 3 � CD C.O. #5 Cly ° ° 1 ITII ITS/ CACCAAC�IT IDC(` /�� RIM=30.20 •. _ 0090219000647d- I.E. IN=24.12 `�' ° ° i _ CIO I.E. OUT=24.12 0 0 0 0 CID co 4LF > BUILDING SIDE SEWER 6"PVC IS �o @ 2.00% N C.O. #6 II Ln J V RIM=29.67 Ln I.E. IN=24.77 a- 1. E. OUT= 24.77 CDC - 3 - w , BUILDING A 1 O N O +- 3 BUILDING SIDE SEWER ELEV.� ■ ■ ' C.O. #8 RIM=26.1f I.E. IN=15.79 30 ' I I.E. IN=15.79 02 I.E. OUT -15.79 I DW BUILDING B I C SS i 00 1 34 LF8"[14 - - - . (C� 0.50 1NHPacific 12100 NE 195th St, Ste 300 Bothell, WA 98011 425-951-4800 Fax 425-951-4808 www.whpacific.com SHEET INFO DESIGNED TTW DRAWN TTW CHECKED JMTE APPROVED JMTE LAST EDIT 7/27/2015 PLOT DATE 7/27/2015 SUBMITTAL SANITARY SEWER MANHOLE REVISIONS NO. BY DATE REMARKS TED Ear WA CATCH BASIN, TYPE 1 1 CATCH BASIN, TYPE 2 UTILITY POLE 324, 0�' SEG IST YONAL � w ��4> EAG 2. INSTALL 48"0 STANDARD SANITARY MANHOLE PER CITY OF RENTON STD. PLAN #400.1, DETAIL 1 ON SHEET C5.11 3. INSTALL 6" SEWER CLEAN-OUT PER CITY OF RENTON STD. PLAN #403.1, DETAIL 4 ON SHEET C5.11 4. PROVIDE PIPE BEDDING FOR SANITARY SEWERS PER CITY OF RENTON STD. PLAN #405, DETAIL 5 ON SHEET C5.11 5. PROVIDE 8"x6" SANITARY SEWER TEE. ettv SSMH #1 6. INSTALL 8" SEWER CLEAN-OUT PER CITY OF RENTON STD. PLAN RIM=24.19 #403.1, DETAIL 4 ON SHEET C5.11 (NOT REPLACING) I.E. IN=14.45 LEGEND I.E. IN -14.48 I.E. OUT=14.40 UTILITY POLE WITH LIGHT CATCH BASIN, TYPE 1 POWER VAULT CATCH BASIN, TYPE 2 UTILITY POLE STORM MANHOLE GUY ANCHOR PROPOSED SANITARY SEWER MANHOLE g o CULVERT POWER JUNCTION BOX EXIST. OR PROP. FIRE HYDRANT LOCATION N SANITARY SEWER MANHOLE TRANSFORMER m �r) SANITARY SEWER CLEANOUT STREET LIGHT CONTROL BOX 0() D ROCKERY TELEPHONE MANHOLE N MONITOR WELL TELEPHONE JUNCTION BOX SIGNPOST GAS MARKER MAILBOX GAS VALVE MONUMENT WATER VAULT WATER MANHOLE FIRE HYDRANT - STORM DRAIN LINE GAS LINE WATER VALVE OVERHEAD POWER LINE WATER METER - - UNDERGROUND POWER LINE - SANITARY SEWER LINE BOLLARD OVERHEAD TELEPHONE LINE - - --- - --- - - - UNDERGROUND TELEPHONE LINE CONIFER TREE WATER LINE - CHAIN LINK FENCE WOOD FENCE DECIDUOUS TREE METAL/WIRE FENCE 5-384201 R-384226 i PROTECT STUB & C/0 OR CUT AND CAP PER CITY STANDARDS PT: 41+53.57 SANITARY SEWER PLAN Know what's below. Call before you dig. RYAN COMPANY & CITY OF LONGACRES BUSINESS CENTER RENTON PROJECT NUMBER DRAWING FILE NAME SCALE P0006568W 0006568W-C-PP-SS01 1 "=30' ? -3tqz26 S- 38y2o1 SHEET NUMBER C5.9 26 of 28 e-' r- EXISTING SANITARY SEWER PIPE _ L EXISTING SANITARY SEWER MANHOLE -SS --SS- PROPOSED SANITARY SEWER PIPE • PROPOSED SANITARY SEWER MANHOLE g o PROPOSED SANITARY SEWER CLEAN-OUT F. H. EXIST. OR PROP. FIRE HYDRANT LOCATION PT: 41+53.57 SANITARY SEWER PLAN Know what's below. Call before you dig. RYAN COMPANY & CITY OF LONGACRES BUSINESS CENTER RENTON PROJECT NUMBER DRAWING FILE NAME SCALE P0006568W 0006568W-C-PP-SS01 1 "=30' ? -3tqz26 S- 38y2o1 SHEET NUMBER C5.9 26 of 28 e-' r- L _ L C) m g o >Con, N N m z m �r) Uj �z �y 0() D It Cfl o O �> C) m g o >Con, N R° C) Z 00 �r) Uj �z �y 0() J � N It Cfl 0 O Z m � m g o >� R° C) Z 00 y m C C-4. It Cfl m � m g o H � C iti + z m