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HomeMy WebLinkAboutS-21600AC16" H.P. PETRO LINE 0\ 20" H.P. P ET O. LINE a °quo bp0g _ ao SAN. S WEIR M.H. 4 pH 54" FLAT TOP MH GRAPHIC SCALE x 1/VALE STA 34+ 2.86 8.97 RT RIM = 42.,5f,/- o zs so 10o zoo EP EXISTING g = t3 +ts. IE = 438,f36',GZ SAN. SEWER M.H. 3 S. 8 54 FLAT TOP MH L= 202.71' STA 35 +68.30 11.51 RT �, 18, ( IN FEET a oo ) EP EXISTING THICK. EDGE R= 300.0' RIM = 441..15 .5 46 0 1 inch = 50 ft , �:,. _. XIST 6' D.I. IE 8" E = 43;Z.55 <? G y38.03 6" SS STUB TYP o 4.0' •, U O 16' 22 PROVIDE 8" D.. STUB CAP 10' OUTSID ROW LEGEND z DO 4 ypA �V IE 8 S D.I. WIT CAP .5 0 BARBED WRE FENCE D c \v /J Off, IE 8" S = 436.68 oT VEIp1pE0 ° ° - WOOD FENCE \\ - O - CHAIN LINK FENCE TR TELEPHONE RISER Q 7- 'O' PP UTLN POLE SH AR G \ \ E- -GA GUY ANCHOR 1 4g40 JF'IP o � x \+ SHED LEGEND V D / \ x \ SANITARY SEWER M.H. 11 + RIM = 445.16 + IE 8" E = 434.56 IE 8" S = 434.48 BARBED PARE FENCE \ + 4A4A WOOD FENCE CHAIN LINK FENCE -iC TELEPHONE RISER PROVIDE 8" PVC STUB ak HOUSE UTILITY POLE 440.0 , SANITARY SEWER M.H. 2 CAP 10' OUTSIDE ROW + b / RIE B' N0= 435.56 GUY ANCHOR -- W �. SAN. WE H. 10- ° IE 8" W = 435.46 27.5' -8" PVC WITH CA @ .5% 4" FL T TOP M ° IE 8" S == 436.56 w ,NOT ECw-Eb ,2 x RI A 40446.86 9.76 RT EXIST SAN. SEWE M.H. 9 r STA 41 +62.99 41 06 RT EXISTING FIE 8 E _ "+-;c^ 442.0 I RIM = 442.35 STA. 42+ 13 RT W I sse IE 8 = 433-20 IE 8" E EXIST = - 1 -8" 90 BEND, M.J. 39 IE 8" N EXIST = 1 1 -CONCR T BLOCKING �J SAN. SEWER M.H. 2 0 X IE 8" W PROPOS �= 43�4.31- IIw10 I 54" FLAT TOP MH ��y3`1• I� R 00.00' EXIST CB 8" GATE VALVE, M.J. w° W RIM 37495.9 6 .48 RT Lzo2.ts• RIM = 442.]9 p a ASPHALT ASPHALT �I 440.0 = A' DRIVE DRIVE ASPHALT W `4 E H W = µ,M. wM. DRIVE AR SALT ASPHALT ASPHALT U IE 8" (N,S) = d3fr.#2 436.0 �5. /VALVE DRIVE DRIVE 6.. EB w.M. FH w VAL 03 Co -- A38� A6o C ® .43 w. v. _F18 THICKENED ED THICifgN€D- €Bt;E�P- ° -C �U �v( I(g3so .�1. ° w.v. 8 F.L. THICKENED EDGE W,o II m� na O E %ST E.P. w a oo x x RI = .11 PP E.P. IC ENED EDGE II ° -O- O o- �Eo._o o ® ® PP EP. EXIST CB WITH GRATE WM W.M. ____3_ 6" _ ASPHALT W.M. ASPHALT ASPHALT GRAVEL M. RIM = 4 5.56 0R1'� ASPHALT E (E,S)= 433.56 EXIS CB DRI DRIVE DRI DRIVE ASPHALT D SALT EXISTING 12" CP XI 442 3 w LOW POINT ELEV = 440.69 HIGH POINT ELEV = 442.45 LOW POINT ELEV = 441.78 LOW POINT STA = 36 +80.37 HIGH POINT STA = 38 +65.54 LOW POINT STA = 40 +00 AS -BUILT CERTIFICATE PVI STA = 37 +00 PVI STA = 38 +50 PVI STA = 40 +00 SANITARY SEWER IMPROVEMENT I HEREBY DECLARE THAT THE FOLLOWING CHECKED ITEM] PVI ELEV = 439.92 PVI ELEV = 442.78 PVI ELEV = 441.28 SHOWN HEREON DBYAARE ISTERETLANDSURVEYOREY PLAN AND PROFILE PERFORMED BY A REGISTERED LAND SURVEYOR STORM DRAINAGE SANITARY SEWER WATER SYSTEM 200.00' VC 100.00' VC 200.00' VC STA: 41 +75.91 ELEV: 443.2 I❑ HORZLOCATION HORZLOCATION nx HORZLDCATION 0 O 0 In 0 C - o END FULL WIDTH IMPROVEMENTS �' ❑ VERTLbCATIpN laVERTLOCATION U VERTLOCATION S.E. 100TH TO S.E. 101ST INTERSECTION SE 10CTH /128TH SE UD :4: M ❑`DTHER BETWEEN 128TH S.E. AND 130TH S.E. STA: 34 +04.33 ELEV: 443.2 n v n �* 1 EXISTING ROADWAY CL BEGIN FULL WIDTH IMPROVEMENTS �' w v1 w 0 cW.I v v Pis to -i6 -9C Co m GO PROPOSED ROADWAY CL a s a o_ Of w w -1.28% 8" TORM @ .7' SEPARATION 1.37% FOR CITY OF RENTON STANDARD D AT CROSSING 1.00% 1.00% 1.00% NOTES AND DETAILS - SEE APPROVED 8" STO M @ 1.5' SEPARATION 1,28% 1.90% "STORM @ 3.0' SEPARATION 3T 12" STORM @ 3.6' 5 ARATION HONEY CREEK ON -SITE IMPROVEMENT " PLAN SHEET 29 OF 45 82. 8 8" DI @ 22 .11' -8" DI @ ,8/ OUT TO EXI T SAN SEWER M.H 8 ATTACHED %o [y, 24.27' -8" PVC @ 50/ 15 .8' -8" PV @_5% 8" STORM @ .9' SEPA ATION 18° STORM .5' SEPARATI N 12" "TOR eI @ 10" S PARA -RON '65% SAN. Sl WER M.H. 3 USE E AFOAM PAD A CROSSING USE ETHAF AM PAD AT CRC SSING � SAN. SEWER M.H. 4 54" FL T TOP M.H. EXIST SA SEWER M. 9 54" FLAT TOP M.H. STA 35+68.30 11.51 RT STA 41+32.99 41.06 T STA 34 +82.86 8.97 RT RIM = 41.3$.5 SAN. SEWER M.H. 2 SAN. SEWER M.H. 1 RIM - 4 2.35 54'" FL T TOP M.H. RIM = 442,.52 •L IE 8" E = 435 54" FLAT TOP M.H. STA 40 16.86 9.76 RT IE 8" E XIST = IF 8" = 43-7 8. STA 37 +95.6 12.48 RT RIM = 41.59- IE 8" N EXIST = IE 8" E = 438.W,44 A 13803 RIM = 441. .G IE 8" E = -0,5-19 IE 8° W ROPOSED _ 434-31 IE 8° E = 36 -32-- ,{_ IE 8" - 'C 3y.3� IE s" w = 3°.r+� _ 93.5 89 IE 8" (S N) = 4361x2 �aocDw W..Cf 28477 VER ICAL SCALE: 1 " =10' �'D�PNA L •ENS\ ti D TUAf ELEV EXPIRES 5 -13 -95 400.0 0 0 7 m nN rn� d a No N� oN m M Do hro OT0 oro coo rnro No0 �u o rn n o co C]CTY QF RENT ©N Ln N M r�i rD ri N c i N C4 N o CD 0 C O � �i DD �i M ^ ni N c`i ID ri LID uD cD h F, DEPARTMENT OF PUBLIC WORKS 4 d' mod- d- OFF-SITE IMPROVEMENTS 2 +00 33 +00 34 +00 35 +00 36 +00 37 +00 38 +00 39 +00 40 +00 41 +00 42 +00 43 +00 44 +00 45 +00 HONEY CREEK RIDGE -. DESIGNED: DWC DATE: 1/19/95 FILE NAME: DWC DrG sC : \c8:\9163s1 \aSnTOoRpN-.Ps ST SCALE. 1 50' P 9 B: CHECK ED: DWn Zi �0 APPROVED D NO. REVISION BY APPR. DATE APPROVED SHEET: 1 OF I ti eevr� 3Y a�l (qS r t r 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 B 6 7 8 9 10 11 12 13 14 15 16 17 18