Loading...
HomeMy WebLinkAboutS-295301e L i 0 s 0 a A B C J D E I F G H I J K L M N VAUL- \- I - , / / 90 CLEANOUT T # 4 0 2 LID ' J: I ` � I / ao c2o co ,� J � %�� _ N i �� w, \ m O 87 _.. 10 _. 86 A AIR GAP #3 8O 85 EXISTING BLDG. 9 - � j I CLEANOUT # 3(D r2_ NE49 TREATMENT FACILITY J c2o L o -I- \ 3 140 LFt 8 "PVC @ 2% t &' 3 a • 7 \ 5 STA. 34 +41.63 ® 2 n 90 BEND c2o 7 LI • STA. 33 +79.36 3O 1 u SSMH #88 C3o W /CLEAN -OUT 9 • r 10 T0 r11 . * COORDINATES NORTHING EASTING DESCRIPTION i0 175387.52 1311655.59 POC. TIE TO EXISTING SEWER verified the accuracy or completeness of the information " 30 175353.62 1311727.22 SSMH #813 STA. 33 +79.36 175322.58 1311783.65 90° BEND W /CLEANOUT STA. 33 +79.36 0 175265.59 1311752.30 CLEAN -OUT STA. 35 +08.81 © 175418.31 1311762.80 90' BEND W /CLEANOUT 0 175383.85 1311825.45 CLEANOUT ® 175402.91 1311787.16 CTR STRUCTURE - AIR GAP #3 N * ALL COORDINATES ARE CENTER OF STRUCTURE UNLESS NOTED OTHERWISE P act F, L ► - _ MANHOLE FRAME AND COVER \ , X VAULT ! 6" SEE RENTON STANDARD B074 9 Z - ;. 10 12" MAX B 1 . 25 ADJUSTMENT (4„ MIN.) _ ` �- o I o HDPE MANHOLE ADJUSTMENT RINGS BY LADTECH'OR EQUAL �\ F - } CONE STA. 33 +00.00 21 7 TIE -IN { \ \ g I I I 3 I STA. 35 +08.81 _0 _ 2 ► RUBBER GASKETED JOINTS 7 - POC. / I I CLEAN -QUT # 2 c2o IN ACCORDANCE WITH ASTM C -443 1 \ I I. I I I 4° MIN. 94 cPO 2 i STEPS 3/4" DEFORMED BAR STA. 33 +35.61 TOWER O STEPS SHALL BE INCLUDED SSMH #8A s 6 -1 /2 \\ CONCRETE RISER BY 'PIPE INC., \ 110 ` \\ 4 e 2 7' MIN. OR APPROVED EQUAL 1 1 (l 48"� 6 -T I � 16� I x � o zo ao scntE IN FEET I NOTES: 12" (TYP) MAX'. PIPE SIZE 21" I.D. 77 LF 10" DIA. PVC 125 LF 8" D1A. PVC LADDER STD. ALUMINUM OWELL 11 AND 17 SUPPLY ;• OR GALVANIZED STEEL SEE SHEET C33 MORTAR 2t TRENCH SECTION ME TRENCH SECTION 0 FILLET CONCRETE SHELF 5 WELL 12'SUPPLY & BCW bD TREN CH SEE SHEET C34 5 FINISHED LOCAL `WATER UPGRADE 1% PRECAST BASE SECTION SECTION 3O GRADE OR CAST IN SHELF. .WATER SEE SHEET #C35' 90 BLDG FF_87.00 - 90 6,, MIN. ®12" STORM o SEE SHEET C24 1 3 6„ MIN. (TYP) S 90 - 12" STORM r~ STA. 33 +17.87 - 85 O SEE SHEET C25 85 -EX.---GRADE- NOTES: 4 =STA. 60 +66.95 NOTES: 4 24" OVERFLOW - _._ _. © 18' STORM E1=79.71 44 LF 10" -- - -_ SEE SHEET C23 STEPS TO BE 3/4" 0 DEFORMED BAR 6. RUBBER GASKETED JOINTS SHALL BE IN LF 10 1:4p Vr 0. -p _ PVC ® 1.00% pVC 2 OU% 0 CHEMICAL CONVEYANCE/ GALVANIZED SAFETY STEPS OR EQUAL CONFORMANCE WITH ASTM C -443. 80 - -125" LF 8 "" 7 80 CONTAINMENT SYSTEM SEE SHEET C40 STEPS ARE TO BE IN PLACE BEFORE 7. CHANNEL 'HEIGHT SHALL BE A MINIMUM OF _ - - - ,. -- -- MANHOLE SECTIONS ARE INSTALLED`. 3/4 THE INSIDE DIAMETER OF THE STA. 33 +00.00 _ _ . 24" OVER FLOW g LARGEST PIPE. 0 'SEE SHEET C37 - EXISTING STA. 33 +46.61 -- - SSMH---#8B- i -STA. 34 +42.38 CASTING TO BE PER DRAWING BR29: C PVC 1.0% 75 = - STA. 33 +80.11 c3o 75 MANHOLE SECTIONS' TO BE OF REINFORCED 8. CONNECTIONS TO +MANHOLE SHALL BE CONNECT POWER STA: 28 +66.58 90BEND _ ---- - _ -__- _ - _._ 9 SEE ELECTRICAL DRAWINGS 3 3 TO_REMAIN I 12" STORM" " "- RIM -85:87 0 PRECAST CONCRETE: MADE USING GPK ADAPTOR, KOR -N -.SEAL TO EXISTING 10 SS - - - - EI -Bi 20 - - IE= 7.8 :60 " "8 PVC IN (E). WICLEAN -OUT 0 TIE-IN TRENCH DRAIN BOOTS OR APPROVED EQUAL CONTRACTOR TO _- _ _.O _ ._ ._ _ IE 79.81____ VERIFY INVERT BEFORE IE =78 60_8" PVC_IN (N). PROVIDE: WYE, ADAPTOR ALL 'JOINTS SHALL BE GROUTED. 1- SSMH SA IE= 78.40.10" PVC OUT (W). COUPLING AS REQUIRED, CITY OF RENTON STANDARD DETAIL B071 CONSTRUCTION - 70 70 c3o STA. 33 +35.61 `STA. 35 +09.56 IE 77.40 f RIM= 85.08 - -- - CLEAN= OUT{ #2 - -- TYP (4) PLCS, REF: M28 SANITARY SEWER MANHOLES.. SHALL HAVE - " "" INSTALL ROMAC 501 STA. 33 +66.52 ALL INTERIOR SURFACES, INCLUDING IE =77.96 10" PVC 7N (E). _ 7E 81.15- . _.. SEWER COUPLING -STA. 22 +71.61 - - - -" 11 TIE -1N BUILDING SAN. CHANNELING, COATED (SEALED) WITH A 66 IE =77.76 10" PVC OUT (W). 18" STORM �' 66 SEWER, REF: M28 HIGH SOLIDS URETHANE COATING WASSER CONSTRUCTION RECORD DRAWING NOTICE E1 =72.43 Ln � . Ln !n MC- CONSEAL OR APPROVED EQUAL; COLOR These record drawings have been prepared based upon 2 L'i Ln 2 DO 00Cc CO DO ro00 6' OF COATING SHALL BE WHITE. 1"=5' nformation contained in addenda, change orders, or _... . - -... _. ...... ._... other : available .:construction information, and information 33 +00 33 +50 34 +00 34 +50 35 +00 provided by the Contractor, and by 'others. HDR has not SS. MANHOLE verified the accuracy or completeness of the information " provided to it and does not warrant.: the accuracy or 1 =20' _ T completeness of these record drawings. Users of this //''�� AL -U -SS DETAIL 1 information shall solely responsible to verify any and information herein to such use NTS. 30 all represented of the :information:. prior any SURVEYED: - SCALE:AS SHOWN VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 IiATUM Kennedy /Jenks Consultants 32001 32nd Ave S., Suite 100 Federal Way, Washington 98001 ECONOMIC AND ENGINEERING SERVICES, INC. NE 4TH STREET, SUITE 1110 BELLEVUE, WASHINGTON 98004 PORTLAND, OR /BELLEVUE, WA / KENNEWICK, WA / OLYMPIA, NSA �- 'CITY OF RENTON `' Planning /Building /Public Works Dept. DATE. 12/17/03 1 DESIGNED: J.E. ONE INCH k ii Al FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY PROJECT No. 3 -01 -358 DRAWN: R. B. MAPLEWOOD WATER TREATMENT AND GOLF COURSE IMPROVEMENTS REVISION No. B CHECKED: G.P. APPROVED: - 2 DCN -02B ELECTRICAL REVISION JCE 12 0 GP DCN -02B SANITARY SEWER REVISIONS SHT N0. 1 ISSUED FOR CONSTRUCTION RB 10/015 GP DWG No:C3O(DCNZBJ N0. REVISION BY DATE APPR A B C D E F G H I J K L M N 7 W' -�;��\ 3AA aB SCANNE OCT 2 2"u6 ROL L 21,_ 0-.,3;-. FR