The URL can be used to link to this page

Home My WebLink AboutS-362180w z z w 0 a 07 a- Z 0 Z w X w iY w w G) U_ rr I_ U) J O U 2 V U) r m_ m; Nf m rn to ZA 1 0 r PID #4306500080 °� FIRST -FL,0 HOUSE #16235 N FIRST FLOOR ELEV =483.34 SE 137TH PL (LIBERTY LANE) - CITY OF RENTON 495 p 490 d' d 0) (n485 1n (jw N 480 W Z lw J to U 475 cQ G 470 465 A PORTION OF SEC 13,14 & 24, TWP 23 N, RGE 5 E, WM, KING CO, WA EXISTING DRAINFIELD o o 480 I BEND 8 "0 FORCE MAIN iPER r7 I i i M to d'lii �I d' a'I �I MCI �I W 904 +40 904 +80 905 +20 905 +60 WARNING: 1BtS, I ®I ICI Fl o. sake WA PeEerel war, wn sao9a THE UTILITY LOCATIONS SHOWN www.esmcivil.com .. 7EESM „ "9 Projeft�IM gement tnnEecapa KMltecwn ARE APPROXIMATE ONLY. DEPTH UNKNOWN. CALL 1- 800 - 424 -5555. JOB #1655- 001 -011 15' CITY OF RENTON SANITARY SEWER EASEMENT 1'1 / \ APPROXIMATE LOCATION OF S.S.F.M. SANITARY SEWER FORCE MAIN TO BE FIELD LOCATED BY SEWERJEASEMENT (TYP.) TA. 400 +89.62 177589.87 1321838.53 -8" 46 BEND (MJXMJ) -CONC. BLOCKING 37A. 400 +79.88 J: 177586.65 _: 1321829.33 1 -8” 45' BEND (MJXMJ) I -CONC. BLOCKING CHAIN LINK FENCE AT PROPERTY LINE Z 495 485 490 I , I 480 I BEND 8 "0 FORCE MAIN iPER r7 I i i M � J O Q Q W 485 ..- -_. --- Lai 475 Z O � 67 n a W M 61 ! +w EXISTING GROUND a a r - - - -- rn F ® ROAD o w o w o w o �X 480 rn3 rn3 rn3 0? I Nw hx {Q-X iQ-X QX I\ MINIMUM O m � - -- -- — - -\ ry 18" MIN VERTICAL CLEARANCE 4� ...- -- - - -- ._ BETWEEN S S.F.M AND WATER Lo J Z Z MAIN LOCATED AT THE U ._.__—. - -3. - " -M LOF - - -- I a v 470 cr 0: 460 O O w Nw i I - --1 � -- --- -- 73- L E- 10 0 C9Q 0 SS 2 S ',1.34% r- I S.S.M.H. #P2-07, I TYPE 1-48"07 S.S.M.H. P2 -08 TYPE 1-60 °0 STA 905 +34.16; 8.00' RT. _ STA. 905 +94.53, 16.74' LT. N:177598.94 SEE PROFILE AT LEFT = STA. 403 +00.00 E:1321687.59 N:177621.35 484.66 II..E. 4 I.E. I OUT O 473 5O1 10 "@ "- _ SEE DETAIL SHEET �I06 904 +40 904 +80 905 +20 905 +60 WARNING: 1BtS, I ®I ICI Fl o. sake WA PeEerel war, wn sao9a THE UTILITY LOCATIONS SHOWN www.esmcivil.com .. 7EESM „ "9 Projeft�IM gement tnnEecapa KMltecwn ARE APPROXIMATE ONLY. DEPTH UNKNOWN. CALL 1- 800 - 424 -5555. JOB #1655- 001 -011 15' CITY OF RENTON SANITARY SEWER EASEMENT 1'1 / \ APPROXIMATE LOCATION OF S.S.F.M. SANITARY SEWER FORCE MAIN TO BE FIELD LOCATED BY SEWERJEASEMENT (TYP.) TA. 400 +89.62 177589.87 1321838.53 -8" 46 BEND (MJXMJ) -CONC. BLOCKING 37A. 400 +79.88 J: 177586.65 _: 1321829.33 1 -8” 45' BEND (MJXMJ) I -CONC. BLOCKING CHAIN LINK FENCE AT PROPERTY LINE Z 495 485 490 I , I 480 I BEND 8 "0 FORCE MAIN iPER r7 I i i M � J O Q Q 485 ..- -_. --- Lai 475 N 67 Wi Ih 61 M! OJ I � - "- " " -__- --- __ - - -- — ___ - -- EXISTING GROUND I0 i a 0- 480 W W 470 U) 3.0' COVER I\ MINIMUM O O - -- -- — - -\ 475 Z Z 465 0%. HIGH Z Z MAIN LOCATED AT THE U ._.__—. - -3. - " -M LOF - - -- U 470 cr 0: 460 O O => Xw z �W VwV \ 465 470 tiI�I:1��P a 4' HIGH ROCKERY TOP =473.6 TOE =469.6 NOTE: S.E. 137TH PL. IS A CITY OF RENTON STREET ALL TRENCH RESTORATION SHALL BE PER CITY OF RENTON CURRENT TRENCH RESTORATION AND STREET OVERLAY DETAIL. PER SECTION 7.1.1) (REQUIREMENT FOR PATCHING, OVERLAY, OVERLAY WIDTHS) IF THE OUTSIDE OF THE TRENCHING IS WITHIN THREE FEET (3') OF ANY ADJACENT LANE LINE, THE ENTIRE ADJACENT TRAVELED LANE AFFECTED WILL BE REPAVED. EXISTING CHAIN LINK FENCE (TYP) (ISSAQUAH SCHOOL DISTRICT PROPERTY TO THE NORTH OF THE FENCE) EDGE OF CLEARING LIMITS LIBERTY HIGH SCHOOL PID #1323059038 400 +00 5=[�lffm 400 +40 400 +80 i. -20. ON�Ri NLL SPJdE IF NM OXE INGL SfHE ACfAPU1NGLY wane° . I.. XOP20MPL NN 1983/1991 DATUM 485 4800 O 6 W 475 ± O 01 V 47011 j W W Z W J lL! N 465 = c� G 460 470 401 +20 401 +60 F.. CITY OF RENTON Fl 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 SHALL MATCH RESTORED PAVEMENT GRADES. y BRIARWOOD ELEMENTARY SCHOOL FIFSE 136TH I SE 137TH PL 2 5 1 4 UB o a�N HIC �f HIG SCHOH tI OL SE 144TH ST MAYWOOD MIDDLE SCHOOL 0 KEY MAP NOT TO SCALE 5- 361620 COMPLIANCE TO CITY STANDARDS ISSAQUAH SCHOOL DISTRICT 01/11/12 SANITARY SEWER EXTENSION - P2 `k`7 PM.E Planning /Building /Public Works Dept, PLAN AND PROFILE: S.E. 137TH ST. STA 904+40.000 TO FORCE MAIN STA 401 +60.00 SS -02 .6X12 I , I I BEND 8 "0 FORCE MAIN iPER r7 I i i M (190' MIN)I WITH MAX DEFLECTION AT + W O JOINT HALF OF THAT ALLOWED BY THE 0 m 0 d' MANUFACTLRER_(LESS TIHAN .... ),_. ..- -_. --- t7 M N 67 Wi Ih 61 M! OJ I � - "- " " -__- --- __ - - -- — ___ - -- EXISTING GROUND I0 i I 400 +00 5=[�lffm 400 +40 400 +80 i. -20. ON�Ri NLL SPJdE IF NM OXE INGL SfHE ACfAPU1NGLY wane° . I.. XOP20MPL NN 1983/1991 DATUM 485 4800 O 6 W 475 ± O 01 V 47011 j W W Z W J lL! N 465 = c� G 460 470 401 +20 401 +60 F.. CITY OF RENTON Fl 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 SHALL MATCH RESTORED PAVEMENT GRADES. y BRIARWOOD ELEMENTARY SCHOOL FIFSE 136TH I SE 137TH PL 2 5 1 4 UB o a�N HIC �f HIG SCHOH tI OL SE 144TH ST MAYWOOD MIDDLE SCHOOL 0 KEY MAP NOT TO SCALE 5- 361620 COMPLIANCE TO CITY STANDARDS ISSAQUAH SCHOOL DISTRICT 01/11/12 SANITARY SEWER EXTENSION - P2 `k`7 PM.E Planning /Building /Public Works Dept, PLAN AND PROFILE: S.E. 137TH ST. STA 904+40.000 TO FORCE MAIN STA 401 +60.00 SS -02 .6X12 I , I I BEND 8 "0 FORCE MAIN iPER r7 MANUFACTURER'S RECOMMENDATIONS; M (190' MIN)I WITH MAX DEFLECTION AT + W O JOINT HALF OF THAT ALLOWED BY THE 0 m 0 d' MANUFACTLRER_(LESS TIHAN .... ),_. ..- -_. --- h � Vl � Iw _ I I I - "- " " -__- --- __ - - -- — ___ - -- EXISTING GROUND I0 PIPE 8 "4 PVC C900 I, 3.0' COVER I\ MINIMUM (TYPICAL) I � - -- -- — - -\ 8" FORCE MAIN TO BE \ Ll `��i 0%. HIGH POSITOF THE MAIN LOCATED AT THE ._.__—. - -3. - " -M LOF - - -- ROWN PIPE- z mz 4725 + => Xw z �W VwV \ -- - - -- -- S.S.M.H. #P -08 TYPE 1 -60 "0 SEE PROFILE AT LEFT 400 +00 5=[�lffm 400 +40 400 +80 i. -20. ON�Ri NLL SPJdE IF NM OXE INGL SfHE ACfAPU1NGLY wane° . I.. XOP20MPL NN 1983/1991 DATUM 485 4800 O 6 W 475 ± O 01 V 47011 j W W Z W J lL! N 465 = c� G 460 470 401 +20 401 +60 F.. CITY OF RENTON Fl 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 SHALL MATCH RESTORED PAVEMENT GRADES. y BRIARWOOD ELEMENTARY SCHOOL FIFSE 136TH I SE 137TH PL 2 5 1 4 UB o a�N HIC �f HIG SCHOH tI OL SE 144TH ST MAYWOOD MIDDLE SCHOOL 0 KEY MAP NOT TO SCALE 5- 361620 COMPLIANCE TO CITY STANDARDS ISSAQUAH SCHOOL DISTRICT 01/11/12 SANITARY SEWER EXTENSION - P2 `k`7 PM.E Planning /Building /Public Works Dept, PLAN AND PROFILE: S.E. 137TH ST. STA 904+40.000 TO FORCE MAIN STA 401 +60.00 SS -02 .6X12