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HomeMy WebLinkAboutS-327001Q N M 1 � G N` o CL F_ a C f I r w m LU Z �-- U vJ 0 Q a J Mw u 10 11 FOUND CASED MON ON SE 120th STREET 0 I E 30' M b N z INTX STA 0 +00 — SE 124th ST r 0 4 - _ _ ....__.. __._ ....._ I 4,9 0 +50 ��` 30.01 '— "���'_' I 0 NEW IE = 487.56 (RECHANNEL MH con; IF NECESSARY) et j z cr ;� I r\ m M N U- ooPn cn cn 30' I CITY BM #1852 ELEV = 454.77 NAVD 88 DATUM 10 11 FOUND 3" BRASS SURFACE DISK ON SE 128th STREET 15 14 I 515 i cn �I 410 N ILJ 0 V) W W5. oc NI� Z uj czo I II I i 495 �I II �I 490 II r I I 485! i SAN SEWER I MH RIM = 497. t IE = 487.4 (S) j i NEW IE = 487.56 (RECHANNEL MH iV€CE'SS0Y) -- - - - - - -- 1 S U SW 1/a, SW 1/4, SECTION 11, TOWNSHIP 23 NORTH, RANGE s EAST, W.M. s WATER MAIN ' ,f STA 1+31; ! _ WATER MAIN 1+00 --- -..__ ,�____.� _ f 50 8756' 12"E_ 32 7.49' 2_ + 2 +50 In 00 �' -� _ l -r —' 3 +00 1 f .. ✓ .230 LF -- 8" PVG O 5.41% STA 2+080•, 5' RT — --- NEW SANS ER MH •' �` RIM = 508.5 STORM IE -- 500.40 AMP o _ CONCR WALK -- co 90.00' y,._ y ._... �� -..- . S8756' 12. "E � .. - .47' w'�' } 77.47 B - ....TYPE I ...........- ', �� -- - �, 90.00' RIM = 502.00 TBM [� IE = 498.66 - (IN E) 6" PVC SIDE SEWER �,= 509.70 C8 - TYpE I ---a 0 2.0% MIN \ RIM = 512.79 IE = 496.3 IE 500.6 IE = 508.07 - (I E) 1 _ _._ \ IE — 508.11 — (o w) TRENCH RESTORATION AND PAVEMENT PATCH TO BE 1 �� -- 6" PVC SIDE SEWER GUY ANCHOR ACCORDING TO THE CONDITIONS ' ' ��- \ '� 2.0X MIN .. LIGHT AND REQUIREMENTS OF THE KING COUNTY FRANCHISE UTILITY �� \ WV WATER VALVE 0 JJP DESIMID AV 4 PERMIT NO S -10605 0 '�' \ \ 0 1 o nR OW � ff > � . "W arc "c" swu f4camc 1f a \ LOT 2 M LOT 1 ,1 DATE \ PARCEL 0273® PARCEL #2730200010 1 O - -- - �3 Z �\ 0 15.41% C. I I i I i 500 EX GRADE AT CENTERLINE N88007'00''M► 177.46' 1 STA 2 +08; 5' RT NEW _5N SEWER_ MH RIM =, 508.50 IE 500.00 I ! i I I i 2+00 VIER G ;Y CvMMEN i S 2 PER CITY COMMENTS NO. I REVISION ROLL200 90.00' S- 30' Nk sp UP UTILITY POLE GA GUY ANCHOR OHP OVERHEAD POWER LT LIGHT FH FIRE HYDRANT WV WATER VALVE 514 - -__ UP w wv q- INTX STA 3 +27.49 -a -_SE 124th ST 149th AVE a CB I I Q I 1 -641 N r-- WI CD N + PO rQ H Z C4i II ;ro O FR 158 SE 120th ST W N W W 3+00 vw f' 9 i .3-05 v.i F� s�,arErE o. em hor2 1" 20' vert 1" 5' K: WD 120/1 "1 rr�� T DA 1 V M JJP 10 -18 -05 JJP DESIMID AV � > Q o nR OW � ff > � . "W arc "c" swu f4camc 1f a CNECKEO � BY DATE APPR FR 158 SE 120th ST W N W W s SE 124th a dT i .� UN � r � > Q o a SITE K, 0 O - -- - SE 128th ST c1r f'5 129th LAJ 0 10' 20' ao' eo' Q r SCALE: hom r - 20' vwtr -5' Ir PIA LOTS 1 AND 2, BLOCK 1, GERBER'S ADDITION TO RENTON, VOLUME 61 OF PLATS, PAGE 98, RECORDS OF KING COUNTY, WASHINGTON OWNER AMERICAN CLASSIC HOMES MICHAEL GLADSTEIN 2805 SUNSET WAY RENTON, WA 98056 StJRVEYOR BOYD & ASSOCIATES, INC 828 INDEX COURT NE RENTON, WA 98056 ph (425) 204 -0840 7 --3 -05 VONIITY MAP NO SCALE 0 =IV - -- TBM SPIKE IN UTILITY POLE ELEV = 509.70 CITY BM #1852 ELEV = 454.77 (NAND BB DATUM FOUND 3" BRASS SURFACE DISK ON SE 128th STREET DATUM NAND 88 PROPERTY LINE °i z 6' -08P 6" BUILDING SEWER PIPE FUTURE BUILDING SEWER w TEE WITH 6" SIDE OUTLET 2 2 "x 4" STUD SERVICE MARKER PAIN' UPPER PORTION WHITE ANS STENCIL ON SIDE WORDING "SEWER" WITH 3" HIGH CL BLACK LETTERS. AND #6 WIRE WRAPPED 0 AROUND THE STUD AND EXTENDED TO a THE TOP OF THE STUD. 6" SIDE SEWER AND BUILDING SEWER UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. PLAIN AND REINFORCED CONCRETE, DI PIPE AND CI PIPE SEWER MAINS ARE TO BE CORE DRILLED. VITRIFIED CLAY PIPE SHALL BE CUT AND HAVE A NEW TEE SECTIONED IN. 60" ALLOWABLE MAX. FOR CAST aRON PIPE OR DUCTILE IRON PIPE. 1:3:5 MIX � CONCRETE 515 BLOCKING 510 • r h 609 MIN. CON 27G MIN SLOPE 6" SIDE OUTLET TEE HORIZONTAL SEWER MAIN SEWER MAIN CONCRETE BLOCKING ANGLE OF TEE AT MAIN OVER 25 ELEVATION TYPICAL SIDE SEWER ELEVATION NOTE• UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHAD HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3 -5' LOWER THAN THE LOWEST. HOUSE ELEVATION, WHICHEVER IS LOWER. STANDARD SIDE SEWER INSTALLATION NO SCALE NOTE: 495 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 UTILITIES 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. ,q80 CALL YOU DICE 11-OW-424-5M5 O o WAgy l+% RECOMMENDED CHECKED FOR COMPLIANCE FOR APPROVAL TO CITY STANDARDS o� 4�307 0 BY / Date "AL BY Date i EXPIRES: 10%14j06 BY Date CITY OF GiLADSTEIN SEWER EXTENSION a -10 -05 „� 14W (P # ) and RENTON (PARCEL #2 20) Planning /Building /Public Works Dept. SE 12ft PLAN and PROFILE , 1 � M