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HomeMy WebLinkAboutS-371003N N co LO O O Cv) H SS (S- 659) FX. S.S. MANHOLE cc tJM=dfijEj L 0 IE=378.68. 8" MW) = IE=378.78, 8" (NE) -NEW • SS^ Z +-' 281-F. 8" PVC SS ® S=1*!JF-W W L2.04`/ Z NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT CITY OF RENTON STREET OVERLAY AND TRENCH RESTORATION DETAIL I I PRIVATE ROAD INT'X / I STA. 17+24.98, NE 7th St. I STA. 20+00, OLYMPIC AVE. NE CENTER 20' DRIVEWAY APRON --- -- — Wth - .—STM.----� -- ---'- N \ u D RIM=393.0 DO \ ' o+ O N o I rn I I J. FF ELEV=395.0 a0 Oma`' A 00 vp r 40020 "o --T_—_—WM— — T 5 -----STM------ RIM -394.3 oma, �9 00 MIN. FF ELEV=397.0 AA.bE,60°0N 00 66Z ALL AT SANITARY SIDE MINIMUM SLOPE=2.00%, MANHOLE FRAME AND COVER STUBS SHALL BE PVC PLACED TYPICAL. wz 0 0 PER DRAMING 401. E z --3 1 b L7 4° MIN. TO 12• MAX. �fz II�i V. 1� ° m O 24" STA. 21 +75.0 5.5' LT. I IIigI IIII II, III' 11111111 111 6 1 STA. 17+19.87 5.01T. SSMH 1, SHALLOW -54" S SSMH 2, SHALLOW -54 RIM= �Ue� 1 O l2'• q N o L m� 6 � RIM=389, 4 IES*!S 6"�IN) 386.66 Mtb-cL4NNrg. 4• � 54• IR, eon II IE=39 !9S, 8'�IN) ov2o Il El LD . �A.-wc- .-. . RIM -395.0 L6 -j II ( NOTES, 1. STEPS TO BE POLYPROPttENE SAFETY STEPS 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. p� 3. CASING TO BE PER DRAWING 401. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. OPENING SHOULD BE ON DOWNSTREAM SIDE 6. ALL JOINTS SHALL BE GROUTED. 7. SANITARY SEMER MANHOLES SHALL HAVE ALL INTERIOR SURFACES. INCLUDING CHANNELING. COATED (SEALED) M R1 A HIGH SOLIDS URETHANE COATING; WASHER MC-AROSNIELD OR APPROVED EWAL; COLOR OF COATING SHALL BE WHITE. a RUBBER GASKETED JOINTS SHALL RE IN CONFORMANCE PATH ASTM C-443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE 10, CONNECTIONS To MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL PUBLIC WORKS EANI TARY MANHOLE 81'D. Lemli — d002 DEPARTMENT SHALLOW MARCH 2008 --- -- — Wth - .—STM.----� -- ---'- N \ u D RIM=393.0 DO \ ' o+ O N o I rn I I J. FF ELEV=395.0 a0 Oma`' A 00 vp r 40020 "o --T_—_—WM— — T 5 -----STM------ RIM -394.3 oma, �9 00 MIN. FF ELEV=397.0 AA.bE,60°0N 00 66Z ALL AT SANITARY SIDE MINIMUM SLOPE=2.00%, I IIII����IIIIII STUBS SHALL BE PVC PLACED TYPICAL. wz 0 0 E z --3 1 ,I L7 �fz II�i 1� O STA. 21 +75.0 5.5' LT. VIII IIigI IIII II, III' 11111111 111 6 1 STA. 17+19.87 5.01T. SSMH 1, SHALLOW -54" S SSMH 2, SHALLOW -54 RIM= �Ue� IE=.ifiMi 8 ) III RIM=389, IES*!S 6"�IN) 386.66 Mtb-cL4NNrg. IE=BeaBiO, 8" OUT) eon II IE=39 !9S, 8'�IN) ov2o Il ' LD . �A.-wc- .-. RIM -395.0 l4li II ( at011110l� AVENUE NE p� ALP& ON --- -- — Wth - .—STM.----� -- ---'- N \ u D RIM=393.0 DO \ ' o+ O N o I rn I I J. FF ELEV=395.0 a0 Oma`' A 00 vp r 40020 "o --T_—_—WM— — T 5 -----STM------ RIM -394.3 oma, �9 00 MIN. FF ELEV=397.0 AA.bE,60°0N 00 66Z ALL AT SANITARY SIDE MINIMUM SLOPE=2.00%, SEWER STUBS SHALL BE PVC PLACED TYPICAL. wz 0 0 E z --3 1 IE=389.50, 6" NOTEI EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG, 1-800-424-5555 o yp o ��N?o I o. I� Iz ® 1m m ICP MIN. FF ELEV=397.0 N O 9,p I I Q o yp 000 o' SHALLOW Y SEWER MANHOLES S ANHOESS PEIRASTANDARD S=37 10 PLAN #400.2 I, SSMH 1 SHALLOW -54" o p z RIM=389.80 8"CUT) 30Z•fs KtD-U}An1NtL = mom 380: I I IE=�JPJs, 8" 1N : < : N 380 ...............:�^A ............. ........... ........... .......N .... ....... .... ....... ....... rT ... ..... L�,i 28LF.,:B" PVC SS®II�Yii6lZ,Od°l T EX; S.S. MANHOLE 'VENUE N:E = II RIM=388.68 N 2 w IE=378.68, 8':(S,W) : 21+00 -- 22+00 ....2...... ......IE=378.78, -.: N.. NEW i ................._........_........ - .._............._........... --- - M. Date, Date, Date, OFFEENGINEERS �y°�� S�REESURVEY&MAPPING M o;d�,,,, 09/25/2013 13932 SOUTHEAST 159TH PLACE qe: ' - Z A . OFFE, P.E. SCALE •� REN TON NE 7TH NORTH SHORT PLAT CITY OF „u KRRV DEVELOPMENT, LLC RENTON, WASHINGTON 98058 A, 21� 1 D.L OFFS, P.E. uENx DATUM SEWER PLAN & PROFILE S PHONE: 425-260-3412 • c o. �."K� ` Planning/Building/Public Works Dept. 3506 NE 7Th STREET CONTACT: DARRELL OFFE, P.E. s`S�oNAi• F'� NO. REVISION BY DATE APPR TAWAWm scvE AC°tR0 y m 12/19/2013 6 11 SEWER TO TO J_ wz 0 0 E z --3 1 IE L7 -i 1� O