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HomeMy WebLinkAboutS-362153< a z U Z w 0 a � z Lu W cc W W cc U) a J O U Q CD s PID # 4306500050 HOUSE #16234 FIRST FLOOR ELEV.= 488.18 r rt5O' m N �D N PID #4306500060 STA. 905 +38.96, SE 137 HOUSE #16240 N: 177606.48 FIRST FLOOR ELEV.= 482.87 E: 1321701.28 /73 LF. - /10 "0 PVC C ® S =1.34% A PORTION OF SEC 13,14 & 24, TWP 23 N, RGE 5 E, WM, KING CO, WA EXISTING DRAINFIELD 905+94.22 17.81 LT / 400+00.00, 1.12 LT� S.S.M.H. P2 -08, TYPE 1 -60 "0 15' CITY OF RENTON STA. 489088.68- SANTARY SEWER N = STA. EASEMENT OS�t� N. ;; -7-621 36 177822.43 G NOTE: >L E: i•34ti54- =. 1321757.11 APPROXIMATE LOCATION 1' �y S.E. 137TH PL. IS A CITY OF RENTON STREET SEE DETAIL SHEET SS -O6 ALL TRENCH RESTORATION SHALL BE PER CITY OF S.S.F.M. SANITARY STA. 400 +03.63, 3.45' LT SEWER FORCE MAIN TO A OF RENTON CURRENT TRENCH RESTORATION STREE N: 177622.88 BE FIELD LOCATED BY / &P AND STREET OVERLAY DETAIL. PER SECTION E: 1321762.15 _ _ CONTRACTOR AND ESM 7.1.D (REQUIREMENT FOR PATCHING, OVERLAY, / Y N OVERLAY WIDTHS) IF THE OUTSIDE OF THE 5 4 " 1 -8 BEND (MJXMJ) Q 1-CONC.45'. BLOCKING am I -- / J Ou TRENCHING IS WITHIN THREE FEET (3') OF ANY FORCE MAIN CROSSES CONNECTION k ADJACENT LANE LINE, THE ENTIRE ADJACENT TO EXISTING DRAINFIELD. LOCATION I TRAVELED LANE AFFECTED WILL BE REPAVED. UNKNOWN. CONTRACTOR TO VERIFY ; 11 O STA, i9+ +3G.83 401+14.50. 21.69 RT LOCATION AND ELEVATION PRIOR TO CONSTRUCTION. N: 4,763? -4+ 177602.88 boo Y � � E: 1321859 1321888.88 / 1 -8" 45' BEND (MJXMJ) 64'13'23" E t�--S 1 -GONG. BLOCKING o ° 16.14 I / I AS -BUILT EXISTING CHAIN LINK FENCE (TYP) 8 "0 PVC C900 (ISSAQUAH SCHOOL DISTRICT PROPOSED 8 "0 S.S.F.M. PROPERTY TO THE NORTH OF 1 \ PVC C900 S.S.F.M. -THE FENCE) X. I PAP LX. 8 "CMP 1 --------- CITY / CITY OF RENTON POND TRACT ; / 1PID #4306500130 N . 0 i e 31'55 N 77' o " W 62.39' S.S.M.H. #P2 -07, TYPE 1-48-01 1 STA. 905 +25.53, 6.00' RT. N: 177600.94 E: 1321687.66 00 PID #4306500070 `" HOUSE #16241 PID #4306500080 0 FIRST FLOOR ELEV.= 480.98 HOUSE #16235 N FIRST FLOOR ELEV.= 483.34 SE 137TH PL (LIBERTY LANE) - CITY OF RENTON 495 00 490 V 485 En N N W W N 480 Z W J N V 475 Q 470 465 F7II n CONSTRUCTED WITH A POSITIVE S= 0.507. : :. HIGH FO -O o 14.87' O Z -cq III C+%' NO. 20070605001667/ 13 O',, V) R1 Li Z III F7II n CONSTRUCTED WITH A POSITIVE S= 0.507. : :. HIGH FO -O POINT 'OF THE FORCE 14.87' O Z -cq III C+%' NO. 20070605001667/ 13 O',, V) R1 Li Z III O w Z J EXISTING XI GROIi ROAD CE NO + 00 o� n_ + of o� w d d d d f/ ow 18" MIN. VERTICAL Ud Ld CLEARANCE LO M < 0 +o✓ _ _ _ _ _ _ _ _ BETWEEN S.S.F.M. AND WATER 3 m o,0- a X a - x 1.50% N W W 72.6 "-0C900 S.S. 0 S =4-34* _._... - - - - -- L . 1-0- - - - - -� - -- TYPE 1- 41 "0 S.S.M.H. I 2 08 TYP 1 -60 "0 05+25.36, 5.24 RT. STA, STA. ^ ^` ' 4.93, " 905+9 N: 17FOO1.71 li = STA. 4A9 0 90.09 40b+00.00. 1.1 E: 1 21687.66 N :17761.5 177622.4 11321687.52 RIM = 484.66 = 484.93 "0 E:1.3tr e+ e6 1321757 11 I.E. IN - 10 473.2 ._ -_ I.E.- OUT - - 10 A473.37 _ - I.E. 4q 41.88, -SEE 10"0 OUT 10_?_ �08 = 474.61 D -� I � n CONSTRUCTED WITH A POSITIVE S= 0.507. : :. HIGH i POINT 'OF THE FORCE 14.87' O Z TRAIL EASEMENT RECORDING 'Tl C+%' NO. 20070605001667/ 13 O',, PROPOSED SS EASEMENT R1 Li Z III O Z 495 490 Q 485 w a 480 W U) Z O 475 j Z Z O U 470 jr 465 904 +40 904 +80 905 +20 905 +60 906 +00 ®33400 e1F Avenue S. SUtl 205 ENGINEERS lLC WARNING: =" RlWay,wAS3003 THE UTILITY LOCATIONS SHOWN www.esmcivil.com�nwJ C, flpirrm0q I h�e1MUYmYW mOM I LeriE,wq MIJIaNYn ARE APPROXIMATE ONLY. DEPTH ° "` "°" UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1655- 001 -011 :9 �F3.,.; ilF r:Tuf.7 CONSTRUCTED WITH A POSITIVE S= 0.507. : :. HIGH NO. I REVISION REMOVE EXISTING E. EDGE OF AS -BUILT CERTIFICATION: NO TREES ALLOWED IN CLEARING LIMITS I HEREBY DECLARE TO THE BEST OF MY KNOWLEDGE PROPOSED SANITARY THAT THE INFORMATION SHOWN HEREON REFLECTS THE SEWER EASEMENT "AS- CONSTRUCTED CONDITIONS." THIS CERTIFICATION (TYP.) IS BASED UPON WORK PREPARED IN ACCORDANCE WITH STA. 499.190.62 GENERALLY EPTE PROFESSIONAL ENGINEERING N: AND /OR V IN PRA E: 4324838.53 1°C6NC--BC6Ch`1N� JO NA N, .S. NO. 41959 DA FISTA. 4894.9,88- 400+72.38, 0.58 RT. 485 480 Q 475 a a W 470 U) Z O 465 Z U 460 O 470 N: 19, 586:69 177589.39 E: 13=,�^'ewww ^'3 1321822.32 1 -8" 45' BEND (MJXMJ) LIBERTY 1 -CONC. BLOCKING CHAIN LINK FENCE HIGH SCHOOL AT PROPERTY LINE PID #1323059038 -4' HIGH ROCKERY TOP =473.6 TOE =469.6 o °m BEND 8 "0 FORCE MAIN 0 w� MANUFACTURER'S RECC o m a (190' MIN)'. WITH MAX a 4) n !, JOINT HALF OF THAT P -UEACTURELZ(LESS- - - ca 400 +00 I \ � 8 "0 PVC ;C900 �I S.S.F.M. TO' BE 8" FORCE MAIN CONSTRUCTED WITH A POSITIVE S= 0.507. : :. HIGH i POINT 'OF THE FORCE MAIN LOCATED AT THE AIR- VAC-ASSEMBLY' 13 MAXIMUM CROWN OF PIPE z = 475.25 lk. I-n z Li o °m BEND 8 "0 FORCE MAIN 0 w� MANUFACTURER'S RECC o m a (190' MIN)'. WITH MAX a 4) n !, JOINT HALF OF THAT P -UEACTURELZ(LESS- - - ca 400 +00 I \ � 8 "0 PVC ;C900 �I S.S.F.M. TO' BE L= �:VA.JiB � AT I I IONS o )N AT m BY THE __..... b. L -- a 'EXISTING- GROUND- -. ® PIPE 00 N 3.0' COVER MINIMUM (TYPICAL) \\ J \`\\ 0 M \\ OD - M' +, o! a. 485 4800 0 0 t� 475 ± o 01 U 470 N w W to Z W J W to 465 = H Q 460 470 400 +40 400 +80 401 +20 401 +60 w.mcv_ w.w ,sm CITY OF RFNTON °tE "°' DATUM • *R�s Planning/Building/Public Works Dept. IF IqF 011E IKX $CY£ ILL°WH1Y n SCALE: 1"-20' HORIZ. 1 " -5' VERT. CONTOUR INTERVAL =2' 20 10 0 20 40 NOTES: 1. EXISTING UTILITIES ARE SURFACE LOCATED ONLY. CONTRACTOR TO VERIFY LOCATION AND ELEVATION PRIOR TO CONSTRUCTION. 2. FOR TRENCH SECTION AND PAVEMENT RESTORATION SEE ROADWAY RESTORATION SHEET DT -01. 3. FINAL RIM ELEVATIONS SHALT_ MATCH RESTORED PAVEMENT GRADES. N 'WOOD ELEI4ENTARY j SCHOOL 0 B ADD SE 136TH ST J �J SE 13781 PLI S ' - 4 D [N LIBERTY [y" HIGH < SCHOOL SE 144TH sr MAYWOOD MIDDLE O SCHOOL Q KEY MAP HOT TO SCALE 5- 362153 CHECKED FOR COMPLIANCE TO CITY STANDARDS ISSAQUAH SCHOOL DISTRICT 04/23/201, SANITARY SEWER EXTENSION - P2 p °° PLAN AND PROFILE: S.E. 137TH ST. $$ Q2 STA 904 +40.00 TO FORCE MAIN STA 401 +60.00 -1,s '12 0 8; 263153 8" FORCE MAIN CONSTRUCTED WITH A POSITIVE S= 0.507. : :. HIGH POINT 'OF THE FORCE MAIN LOCATED AT THE AIR- VAC-ASSEMBLY' 13 MAXIMUM CROWN OF PIPE z = 475.25 lk. I-n z Li L= �:VA.JiB � AT I I IONS o )N AT m BY THE __..... b. L -- a 'EXISTING- GROUND- -. ® PIPE 00 N 3.0' COVER MINIMUM (TYPICAL) \\ J \`\\ 0 M \\ OD - M' +, o! a. 485 4800 0 0 t� 475 ± o 01 U 470 N w W to Z W J W to 465 = H Q 460 470 400 +40 400 +80 401 +20 401 +60 w.mcv_ w.w ,sm CITY OF RFNTON °tE "°' DATUM • *R�s Planning/Building/Public Works Dept. IF IqF 011E IKX $CY£ ILL°WH1Y n SCALE: 1"-20' HORIZ. 1 " -5' VERT. CONTOUR INTERVAL =2' 20 10 0 20 40 NOTES: 1. EXISTING UTILITIES ARE SURFACE LOCATED ONLY. CONTRACTOR TO VERIFY LOCATION AND ELEVATION PRIOR TO CONSTRUCTION. 2. FOR TRENCH SECTION AND PAVEMENT RESTORATION SEE ROADWAY RESTORATION SHEET DT -01. 3. FINAL RIM ELEVATIONS SHALT_ MATCH RESTORED PAVEMENT GRADES. N 'WOOD ELEI4ENTARY j SCHOOL 0 B ADD SE 136TH ST J �J SE 13781 PLI S ' - 4 D [N LIBERTY [y" HIGH < SCHOOL SE 144TH sr MAYWOOD MIDDLE O SCHOOL Q KEY MAP HOT TO SCALE 5- 362153 CHECKED FOR COMPLIANCE TO CITY STANDARDS ISSAQUAH SCHOOL DISTRICT 04/23/201, SANITARY SEWER EXTENSION - P2 p °° PLAN AND PROFILE: S.E. 137TH ST. $$ Q2 STA 904 +40.00 TO FORCE MAIN STA 401 +60.00 -1,s '12 0 8; 263153