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HomeMy WebLinkAboutS-391902A PORTION OF THE NE 1/4, NW 1/4, SECTION 14, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON NOTE: n 1• I- J n z O I- z W rr 7' 1 NOT TO SCALE MANHOLE FRAME AND COVER SEE STD. PLAN 401 ADJUSTMENT RINGS (2" MIN.) SEE NOTE 6 MORTAR OINT(S) (3/8" MIN.) SEE NOTE 5 CONE (ECCENTRIC) RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C-443 STEPS - POLYPROPYLENE STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL. LADDER -POLYPROPYLENE SHALL BE ATTACHED TO MANHOLE MAX. PIPE SIZE - 'E' CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. 'A' 1 'B' 1 'C' 'D' E' 48" 6" MIN. 5"MIN 24" MIN. 21" I.C. N 54" 8" MIN. 5.5" MIN. 24" MIN. 24"I. 60" 8" MIN. 6" MIN. 42" MIN. 30" 1. El. NOTES: 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS .ARE INSTALLED. 3. CASTING SHALL BE PER STD. PLAN 401. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROU-ED. 6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY, BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 1'2 BOND. THE USE OF SHIMS IS PROHIBITED. 7. SANITARY SEWER MANHOLES SHALL HAKE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC-AP,OSHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL. 11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12" ABCVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. STD. PLAN - 400.1 +I I. PUBLIC WORKS STANDARD SANITARY MANHOLE DEPARTMENT SEPTEM3ER 2011 BOLTHOLES - 3 PLCS EQUALLY SPACED 120" APART ON 23 1/16' (586mm) DIA B.0 (SEE DETAIL) RENTON SEWER IWOE UI U!R COVER & FRAME PLAN VIEW 25' D:A. [635mm] 1' 3/4' F 25mm] C19mro] 8 3/4' L 2 112' F--� C222mm] C64mm] TYP COVER SECTION VIEW 26 1/2' DIA _ C673mm] 25 1/4' DIA 6 ] 1 1/16' 1/4' C6mm>EASK DIA C27mm] NEOPRENE GASKET 6' C151 mm] 5/8' J 23 3/8' DIA CL OPEN C16mm] C594mml 27 5/16' DIA C694mm] 34 1/8' DIA COVER BOTTOM VIEW BLT SOC. CALLEN HEAD) 5/8-11 X 1.5 SS RUBBER WASHER EON BOLTING DETAIL 1/4' 1 1/16' C6mm] C27mm] C3mm1 1!8' CR3mm] GASKET GROOVE DETAIL 1867mm] NOTES: FRAME SECTION VIEW 1. ALL COVERS SHALL BE LOCKING LID PER EAST JORDAN IRON WORKS INC. No. 3717C1 OR EQUAL. 2. USE FRAME AND COVER FOR STORM (SPECIFY 'DRAIN" ON COVER), SANITARY (SPE IFY "SEWER"), OR WATER, (SPECIFY "WATER"). �Y STD. PLAN - 401 PUBLIC WORKS MANHOLE FRAME AND COVER DEPARTMENT DECEMBER 2008 OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. p LLJ 0_ 0- Go U �O p II � Zo Cn I I Q� W Z U _ C0m W Lj Q > W W 00 r- Ln W �0Do w ��I-(0 or-�� LO �� W W J (n�WW� II I- (n W -- W V) LnO \\ SS CONTRACTOR TO RESTORE DISTURBED EASEMENT AREA TO PRE -CONSTRUCTION CONDITIONS AFTER SEWER CONNECTION > Ln a-o W - 00 00 II W Q \ LL_ W \ �� (if LLJ \� Ld (n \ \ Lr) QT l\I\ \ 00 WU Ld >z� o LO W W W LLJ J> CL' W W O W "'w0 Ld II Q� w� ocn� II W J II Om _ �0 Li- 0 LL ��[ I II g LL Q LL_ I � 0WW N U U ohs xh a 0 SSMH 2 48" RIM=513.44 IE=502.94, 8"(E)-IN IE=502.84, 8" N)-OUT STA. 0+37 IE=509.00 q INTX' STA. 20+00.00 =STA. 1 +20.50 STA. 0+ 15 IE=507.05 142LF., 8" SS @ S=2.347, 2' CONCRETE RING 6 DEPTH ABOVE GRADE A P Do O O N x h hph' x h x x h^ � h^^ SEE SHEET 16 W z o W O Q\+ N z l > I3': 0 �0 SSMH#4, 48" RIM=514.12 IE=507.14, 8"(N,E)-IN 1 IE=507.04, 8"(S)-OUT l I 8 O o, 00100 Ln II W + O Q V) I h I 50 SSMH#3, 48" �7 Qb I RIM=513.23 (y IE=506.26, 8" N)-IN IE=506.16, 8" W\OUT �� 0 '0 N O 6 52.0........ 520 ........................................................................................... ................................................................................ N 2' CONCRETE RING 6 DEPTH ABOVE GRADE 0 12" STORM SSMH 4 48" 12" STORM 510 RIM-514.12 IE=5:07.14, 8"� N,:E)-IN P. VC SS �S= 2.8g% 510 ........................... IE=507.04,..8' .S):-OUT ........ 0 , .............................79LF.. g. .......... .. . 15" STORM 07 SSMH 8 48" g» PVC SSC�?S-2'34% 0 RIM=518.77 142LF., SSMH 3 48" I:E=512.30, 8"(W)-OUT ........... .................. ........... ............ RIM=513.23 . , . ........... . IE=506.26, 8:" N)-IN SSMH IE=506.16, 8.: W)-OUT RIM=513.44 IE=502.94, 8" E)-IN 500 . . ........ , . . .. = °° ) I.E-50........ 8 .....-O.UT ........... . NE 3rd STREET 500 0 SLEEVE: SSMH 1 48" RIM=507.57 53LF., 8" PVC SS ®S=8.05� IE=497.77, 8" S)-IN IE=497.67, 8' W)-:OUT HORIZONTAL SCALE::1 "=30' "=5' VERTICAL SCALE: 1 7. ....... ; . ; .AS -BUILT. DLO 12/201.8 ........... L . pay, °WASN/,y�T�' 6 REVISED ROCKERY TO SAVE TREE DLO : 9/2018 20+00 21 +00 22+00 of N 5 REVISED VAULT PER CITY COMMENTS DLO 6/2018 SURVEYED: RANE SURVEYING SCE ;9119158 ' a o y o,� 4 REVISED PER CITY COMMENTS DLO 2/2018 DESIGNED: HORI HORIZONTAL: , CITY 0 F _ 2-> 3 REVISED PER CITY COMMENTS DLO 1/2018 D.L. DRAW": OFFE, P.E. [;%Rl RENTON ° 2 REVISED PER CITY COMMENTS DLO 9 2017 / D.L. OFFE, P.E. . 27460 �`'c/STE���°�° FSS 1 REVISED PER CITY COMMENTS DLO 2/2017 CHECKED: ONE INCH AT FULL SCALE DATUM Planning/Building/Public Works Dept. N A L ° ° 12/12/2018 N0. REVISION BY DATE APPR APPROVED: IF NOT ONE INCH SCALE ACCORDINGLY N N Ln G 0 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: 811 ALL SANITARY SIDE SEWER STUBS SHALL BE PVC PLACED AT MINIMUM SLOPE=2.00%, TYPICAL. SSMH#8, 48' RIM=518.77 IE=512.30, 8"(W)-OUT INTX' STA. 21 +95.02 © BOUNDARY \ SEWER CLEANOUTS BEHIND SIDEWALK SHALL BE LOCATED IN 2'X2' CONCRETE PAD ADJACENT TO THE BACK OF WALK. ^%� xh� (TYPICAL) 'P2` AP 1 0 0 GRAPHIC SCALE 0 15 30 60 1 inch = 30 feet 0 AS -BUILT 12-12-2018 CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY OFFE ENGINEERS, PLLC AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM ELEVATIONS OF THE STORM, SANITARY AND WATER SYSTEM. FIELD VERIFIED INVERT AND RIM ELEVATIONS WERE PROVIDED BY PACIFIC COAST SURVEYS, INC., ON DECEMBER 10, 2018. THE ON -SITE PRIVATE STORM DRAINAGE AND PUBLIC/PRIVATE WATER AND SEWER SYSTEMS WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND THE DOCUMENTED FIELD REVISIONS AND FUNCTION AS INTENDED. RECORD DRAWINGS S-391902 IN COMPLIANCE WITH CITY OF RENTON STANDARDS RENTON 14 PLAT KENDALL HOMES, INC. WASTEWATER PLAN & PROFILE 6201 NE 4th STREET '1y711 W, CID O O 1 Cfl T J J DATE: 12/12/2018 T FIELDBOOK: z PAGE: O DRAWING NO: W SHEEP: °F` 17 28 I..L